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Town of Southold Annex 11/10/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 •;tri rr CERTIFICATE OF OCCUPANCY No: 37266 Date: 11/10/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 375 Fairway Dr, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 109.-5-14.34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/19/2013 pursuant to which Building Permit No. 38689 dated 2/28/2014 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: ALTERATIONS AND ADDITIONS, INCLUDING GARAGE ALTERED TO LIVING SPACE AND ATTACHED TWO-CAR GARAGE TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#6723 DATED 02-20-2014, AS APPLIED FORI The certificate is issued to Olsen,Andrew&Olsen, Sarah (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38689 11-06-2014 PLUMBERS CERTIFICATION DATED 11-07-2014 j George J. Berry Jr o ' ed Si ature T 'rr TOWN OF SOUTHOLD 4yti���uFFnt.r µ BUILDING DEPARTMENT TOWN CLERK'S OFFICE 'a • s 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#: 38689 Date: 2/28/2014 Permission is hereby granted to: Olsen, Andrew & Olsen, Sarah 375 Fairway Dr Cutchogue, NY 11935 To: additions & alterations to an existing dwelling per ZBA decision #6723 as applied for At premises located at: 375 Fairway Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-5-14.34 Pursuant to application dated 12/19/2013 and approved by the Building Inspector. To expire on 8/30/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,200.00 CO -ADDITION TO DWELLING $50.00 Total: $1,250.00 Building Inspector Form No.6 (� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL mv 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 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. No V e M ker 1, 1014 New Construction: Old or Pre-existing Building: �� (check one) Location of Property: �j7 �� Ea.I Y A 1 LU Drive- T CLA+C.0(QIIC House No. reeet+ J Hamlet Owner or Owners of Property: Qn a no u) PYX ra n t{Se n Suffolk County Tax Map No 1000, Section- 109 Block Lot �, 3 Subdivision Filed Map. Lot: Permit No. 3 819 9 Date of Permit. I7AR$ Applicant: And re u) Ca ra _015e n Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ pd on a p n 1►cccfi r)r) / �/, Applicant Signa re *rjf S Town Hall Annex Telephone(631)765-1802 54375 Main Road CA, Fax(631)765-9502 P.O.Box 1179 roger.riche rt(�Dtown.so Litho Id.ny.us Southold,NY 11971-0959 I',-UNITI, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Andrew Olsen Address: 375 Fairway Dr City: Cutchogue St: NY Zip: 11935 Building Permit#: 38689 Section: 109 Block: 5 Lot: 14.34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE lContractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool X New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat 1-gaE Duplec Recpt 36 Ceiling Fixtures 11 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 11 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel 1-10( A/C Blower 1 Range Reept Fluorescent Fixture 3 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 11 Switches H Twist Lock Exit Fixtures 11 TVSS Other Equipment: 200a main panel, 24ft lighting track, 4-paddle fans, 1-exhaust fan, 1-GFCI circuit breaker,re locate swimming pool electric panel and equipment Notes: Inspector Signature: Date: Nov 6 2014 81-Cert Electrical Compliance Form.xIs Town Hall,53095 Main Road Q .� Fax(631)765-9502 P.O.Box 1179 *4 a�� Telephone(631)765-1802 Southold,New York 11971-0959 1 �► BUILDING DEPARTMENT TOWN OF SOU MOLD i "7 CERTIFICATION Date: Building Permit No. 3 Owner: &A reW and 5 a ra.h N Se-n 6ecd-cf &_ (please print) Plumber: _Y, (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. /fPlumbers S' Sworn to before me this day of. , 20 SANDM BMW w y�tai Notary Public, County TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 -.MSPECTION [ ] NDATfON 7ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ j INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR INAL) REMARKS: DATE � °2 � INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 PECTION [ ] FOU TION 1 ST [ ] ROUGH PLUMBING F NDATI [ ] INSULATION [ FRAMI / STRAPPING [ ] FINAL [ ] FIREP E EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR i pF SOpr�Olo `bo ' _ (7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE r INSPECTO IlkpF SOpj�� * 'F TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI [ ] FOUNDATION IST [ OUGH PLUMBING [=ION FO ATION 2ND [ ] INSULATION [ RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE rf INSPECTOR i �o��OF SO(/ryo! 38 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI " [ ] FOUNDATION 1 ST [ ] GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Lobl, ttllf-A��V z5y� DATE -7/,,AINSPECTOR Of SOUI,y�lo sUi TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING li REMARKS: DATE �� �' INSPECTOR i i 38 8 oF so�ryo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ) RO H PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION I [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4e_�J_r c Ifo__P_ c_ DATE INSPECTOR ��rte' '_+'-•" 1•.� � , , --- • • 1 � r 1 �` D OWEN INSU"TION ;M' STATE EN33RGY CODE r*'FA_4 � I� Y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. � Check Septic Form N.Y.S.D.E.C. Trustees r Flood Permit Examined q20 Storm-Water Assessment Form Wa4,20 Contact: Approved � Mail to: Disapproved a/c '7 / �'L (`�� ►'`F� P7 3s Phone: 7)Y- Expiration. 3y-Expiration 20 G U £i4 -"3(� ,1 Building Inspector APPLICATION FOR BUILDING PERMIT a Lo DEC 192013 Ti Date )2-111 , 20 13 - - -� INSTRUCTIONS srappl+eation MUST be ca npletely 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, andre ulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 37s, f A,r!2� f�1i,��, ('T, 'y'I 1"V 1173S_ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Q51tg I' a F Ooiv G- (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: House Number Street Hamlet County Tax Map No. 1000 Section 109 Block S Lot I'/. ;y Subdivision Vf!2.1 &rirr15 Filed Map No. tM- 10 Lot 3y 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy F447 !oma*+ ��' c 3. Nature of work(check which applicable):New Buildingdd..eion_ ' - -Alteration V Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 2- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 1F 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 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONME D.BUNCH Notary Publb,State of New York No.01 BUQ18M (S)He is the (Contractor,Agent, Corporate Officer, etc.) Commission EvIm April 14.2_.__ 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. Stw�orI � nI to before me th' �^ A day of ' 120 13 C,k�s r-PLP L �� Notary Public Signature of Applicant J FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 7, 2014 TO: A & S Olsen 375 Fairway Drive Cutchogue, NY 11935 Please take notice that your application dated December 19, 2013: For permit for a two story addition(garage/rec room)at: Location of property: 375 Fairway Dr., Cutcho ugue,NY County Tax Map No. 1000 - Section 109 Block 5 Lot 14.34 Is returned herewith and disapproved on the following grounds: The proposed addition is not permitted pursuant to Article III, Section 280-15 accessory buildings and structures; shall be located in the required rear yard. Upon completion of the proposed construction, the survey indicates the accessory swim pool will be located in the side yard. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. BOARD MEMBERS Southold Town Hall Uly Leslie Kanes Weisman,Chairperson *0 SO Q01 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning %�'Q i0 54375 Main Road(at Youngs Avenue) Kenneth Schneider �'`CQ�My,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS - -— TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FEB 2 5 2014 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 20,2014 ZBA FILE: 6723 NAME OF APPLICANT: Andrew and Sarah Olsen PROPERTY LOCATION: 375 Fairway Drive, Cutchogue,NY CTM 1000-109-5-14.34 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. 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: The applicants' property is a 41,538 sq. ft. triangular-shaped parcel in the R-40 zone. The northerly and westerly lot lines abut Fairway Drive. The easterly and southerly lot lines abut other residential parcels. The property is improved with a single family dwelling, and an in-ground swimming pool, as shown, with proposed new construction, on the survey drawn by Kenneth M. Woychuk, Licensed Surveyor,,dated May 23,2012. BASIS OF APPLICATION: Request for Variance Article III Section 280-15 and the Building Inspector's January 7, 2014,Notice of Disapproval based on an application for building permit for two story addition to existing single family dwelling, at; 1) upon completion of construction existing in-ground swimming pool will be located in the side yard. RELIEF REQUESTED: The applicants request a variance to locate an existing, conforming swimming pool partly within a newly created nonconforming, side yard area. As a consequence of the proposed construction of a two story addition on the single family dwelling, this new construction will cause the swimming pool to then be partially located within a side yard area, instead of being completely located in the Code required rear yard where it has existed since 2001, and where it still currently exists before proposed new construction reduces the rear yard area. ADDITIONAL INFORMATION: The applicants stated at the hearing that it would be impractical, and quite costly to relocate and/or re-build the existing pool in another rear yard area. The Fairway Farms Association approved the applicant's proposed plans. Page 2 of 3 February 20,2014 ZBA#6723—Olsen SCTM#1000-109-5-14.34 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6, 2014, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-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. The pool will remain exactly where it has been located for more than 10 years and in-ground swimming pools are characteristic in this neighborhood. The proposed new additions/alterations to the dwelling will have conforming setbacks, and will not exceed Code allowed lot coverage. 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 existing swimming pool was built in 2001, by a previous owner, and has a valid CO. It would produce an unnecessary hardship for the applicants to require them to remove the existing swimming pool, and/or relocate it in a new rear yard area. Because new construction will situate the pool partly in a nonconforming area,the grant of a variance is necessary. 3. Town Law 6267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the swimming pool was built with a valid building permit, has a valid CO, and has existed in the same location since 2001. The proposed new addition to the single-family dwelling will cause the pool to become only partly located in a side yard,and not totally within a rear yard where it has always existed. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code, and with the conditions cited herein this decision. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions, including an attached garage, and an existing swimming pool, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Dantes, and duly carried, to GRANT the variance as applied for, and shown on the survey drawn by Kenneth M. Woychuk, Licensed Surveyor, dated May 23, 2012. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Page 3 of 3 February 20,2014 ZBA#6723—Olsen SCTM#1000-109-5-14.34 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman (Chairperson), Schneider, Dantes, Horning. Absent: Member Goehringer. This Resolution was duly adopted(4-0). 4q-al , Leslie Kanes Weisman, Chairperson Approved for filing a /, S— /2014 i o��pF SO�Tyo` � o TOS Hall Annex 54375 Main R 1 t Telephone(631)755-1802 oad (631)75I g5QZ P.O.Box 1179 G Q roaer.richert ts ?ownou 0 ny us Southold,NY 11971.0959 I. BUILDING DEPARTWIENT TOWN OF SOUTHOLD ? APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: a o/y Company Name: f,g S' L 15� I. Name: -� v�. iu✓ , ;-. License No.: S7 _ ) Address: =�" 19-2t' Phone No.: S�/ JOBSITE (NFORMATION: (*Indicates required information) *Name: *Address: y ©/L/(, E C-07-2�a,!!�U *Cross Street: r--) A a_.S. *Phone No.: Permit No.: e6 Tax-Map District: 1000 Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: YES NO 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 DUE WITH APPLICATION POOLL X_f&cJ/e7_ .82=Request for Inspection Form- Scott A. Russell ,fid05 em/r16- James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179Z --- p g 53095 Main Road- Telephone#: (631)-765-1560 Fax#. MICHAELCOLLINSOTOWN.SOUTHOLD.W.US UTHOLD.NY.US Office of the Engineer i JAN 10 2014 !�jj Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVI +'W HEET ( TO BE COMPLETED BY THE APPLICANT) TO: ENGINEERING DEPARTMENT PLEASE ATTACH TIB FOLLONTAG XaWRV9s'or INFORMATION: FROM BUILDING DEPARTMENT ❑ Copy of completed Application for 1lBuilding Permit DATE: 1 i0 iy ❑ Stormwater Management Control Plan APPLICANT: �tA 015ed ❑ Completed Chapter 236 Stormwater S.C.T.M. l aoc - i o9 - S- I t/• 3Y Review Checklist PROPERTY ADDRESS: 31,5- F,4 rljn arc- , 6,t.47✓r o Py //135 BRIEF PROJECT DESCRIPTION: �ffm7C yr�cP.7." Vidus-�► / �f�,Iy �°off rw"P��ws-auk �IT./ Qfc3 i�L:s �•.•� CtJ 0A NE-, r 7, a✓! FOR EN E ING DEPARTMENT USE ONLY''°1°'` Reviewed Bditial Date: l Q Ap Adformation Required: DATE: I o APPLICANT: CHAPTER 236 nk«.�+ i. a/Se•✓ Stormwater Review Checklist S�•T•M•#� � R Boa - � - 111.3 PHYSICAL ADDRESS: Stormwater Management CQntr6l Plan Requirements Yes No NA If No or NA,Please Provide Additional Information I. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property.boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundpry as reouired in§236-17(C)(7). d. test hole data indicating soil ehanwt5ristics and the depth to water e. proposed limits of clearing and the total area of proposed land p „.,,r'w5 7 T 1."-r pi "' disturbance f. existing and proposed contours of the site(minimum 2' interval) g. location of all existing and proposed structures,roads, driveways, sidewalks drainage b=ovements and utilities Sir j�tr� h. spot grade and finished floor elevations for existing and proposed structures �)� C `� "qr °� �: 'w✓ i. location of the swimming pool discharge ring r j. location of proposed soil stockpile area(s) k. location of the proposed Construction entrance/staging areas 1. location of the proposed.eonerGte washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvementsr, wiX vk 5.H" �� de • Gs'G��Twt •A �..- are sized to capture,store and infiltrate on-site the runoff from all 7 impervious surfaces generated by a two-inch raiirfaH S+of OpAq"" 3. Detail drawings(rea �uplo provided for: a. erosion and sediment controls b. construction entrance c. inlet.structures(e.g. catch basins,trench drains,etc.) d. leaching structures(e.g. inEltration basins,swales,etc.) REVISED 7/24/2013 AMENDED DECLARATION OF COVENANTS AND RESTRICTIONS FAIRWAY FARMS CUTCHOGUE.NEW YORK DECLARATION,made thisleday of October, 2011,by FAIRWAY FARMS ASSOCIATION, INC. (hereinafter the "Declarant"), a New York not for profit corporation with offices at 3050 Fairway Drive, Cutchogue,New York 11935,referred to as the Declarant. WHEREAS, the Declarant is the owner of certain real property located at Fairway Farms, Cutchogue,Town of Southold, County of Suffolk and State of New York, and is the property owner's association which owns the common areas of the subdivision known as "Fairway Farms"filed in the'Suffolk County Clerk's Office on February 15, 1974 as Map No. 6066, which subdivision includes Lots 1 - 34 on said Map,the entire subdivision being more fully described on Schedule"A"attached hereto; and WHEREAS,The Declarant's members have voted, by a majority vote of the lot owners,to amend the aforesaid Declaration in its entirety as set forth herein and have consented to such amendment of the Declaration; and WHEREAS, the Declaration of Covenants and Restrictions dated 1974 and recorded in the Suffolk County Clerk's Office on February 22, 1974 in Liber 7593 at Page 34, as amended by Extension and Amendments dated December 23, 1983 and recorded in Liber 9485 at Page 220, is hereby amended,superseded and replaced by this Amended Declaration of Covenants and Restrictions. THEREFORE, for good and valuable consideration: The Declarant declares that the Property shall be held and conveyed subject to the following covenants and restrictions, which supersede and replace the aforesaid Covenants and Restrictions as previously extended and amended, which Covenants and Restrictions herein shall run with the land until January 1, 2017 after which time they shall automatically be extended for successive five(5) year periods, unless an instrument approved by the then owners of a majority of all the lots agreeing to change same shall have been recorded, except the provisions of Paragraph 12 (e) relating the Surface Water Drainage System shall continue in perpetuity: 1. Construction Requirements. (a) Type of building No building shall be erected, altered,placed or permitted to remain other than those in accordance with all local state and federal authorities having jurisdiction. Furthennore, all buildings shall have a minimum of one car attached garage and a maximum of three car attached garage. There shall be no prefabricated homes erected. 1 it (b) Accessory structure: No accessory structure shall be erected, altered,placed or permitted to remain other than those in accordance with all local state and federal authorities having jurisdiction. Furthermore, accessory structures will be limited to the following use type: 1. Gazebo 2. Utility shed 3. Swimming pool with 30 foot minimum side yard-setbacks y 4. Pool Cabana type structure, some portion of which shall comprise code required pool enclosure All aforementioned accessory structures shall be pre-approved by the executive board of the Declarant. (c) Swimming pool Private swimming pools may be constructed on any lot provided they are situate in the rear yard only and provided further that no portion of any such pool or its appurtenances shall be closer to the rear or side lot lines than thirty(30) feet. (d) Dwelling square footage requirements No dwelling shall be permitted on any lot unless the ground floor ar�a of the main structure, exclusive of one-story open porches and garages,shall be-less than 1,650 square feet. If the living area is on more than one floor the total living area shall not be less than 1,950square feet. (e) Setbacks No part of any building and/or structure, except uncovered steps, stoops,terraces,patios and chimney breasts shall be located upon any lot within seventy(70)feet of the front street line of the lot nor within thirty(30)feet of any side line of the lot, nor within forty (40)feet of the rear line of the lot, except that in the case of a corner lot a building shall be required to comply with the front yard restrictions on one street front only;provided, however, that the width of the side yard abutting on the street other than that upon which the lot fronts shall not be less than fifty(50) feet. (f) Approval of construction plans All plans for the construction of any building and/or structure and the siting and facing upon the plot must be presented to and approved in writing by the Declarant, its successors or assigns,prior to the start of any construction. Such approval, which shall not be unreasonably withheld, shall be based on the judgment of the Declarant as to whether the proposed structure will be consistent with, and will not detract from the aesthetic character of the FAIRWAY FARMS community. All exterior construction, painting and grading shall be completed within one(1) year after commencement of construction. 2 (g) Building:modifications All permitted accessory buildings and additions or other modifications thereto, and any modification of the initial residential building, including any breezeway or other structure connecting an addition to the main dwelling, shall conform in architecture, material and color to such dwelling. Any attached addition to the initial residential dwelling shall not project more than five(5) feet beyond to the front wall of the dwelling or structure as originally approved. 2. Restriction on division and use of lots No lot shall be divided and conveyed as two or more separate parcels, nor shall more than one dwelling house be located on any lot. 3. Residential use of lots No lot shall be used except for residential purposes. 4. Silts No sign of any kind shall be displayed to the public view on any lot except one professional sign of not more than one square foot, without the written consent of the Declarant,its successors or assigns. 5. Animals No animals, livestock or poultry of any kind shall be raised,bred or kept on any lot,except that of dogs, cats or other household pets may be kept provided that they are not kept,bred or maintained for any commercial purpose. 6. Trailers,tents and shacks No trailer,tent or other structure shall be located, erected or used on any lot temporarily or permanently, except party tents may be erected temporarily for up to ninety-six (96)hours. 7. Annoying activities No noxious or offensive activity shall be carried on upon any lot,nor shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood. Owners are responsible for insuring compliance by their tenants and occupants with this Declaration. Residents shall quiet their pets from excessive barking or other noise generation. Residents shall avoid non-emergency use of motorized lawn and landscaping equipment prior to 8 A.M. Monday through Saturday and prior to 9 A.M. on Sunday. 7(a) Lawn areas and shrubbery shall be kept reasonably trimmed and free of debris, and the exterior of the buildings shall be kept in good condition, including without limitation replacement of broken windows,exterior siding and trim, and repairing excessively peeling paint. Owners of vacant lots are to be responsible for the mowing of their acreage. 3 k.apJIu vne online tsanxtng I rayment bcaeduled Page 2 of 2 Cap[WOnrm Trash Tms sloe prW des lnbm bw ebow ata access b Ww dal services offered by ft Capital One family M E MBE R FDIC HonV3 of Companies,indUdinp Capaal Or*Bank(USA),NA.and Capital one,N.A,mambars FDIC. Cansua your axanl epreetnenl for Womtatlan sbw the tal oft pony aorvicirn your J Lepel Garbageor mbibiah*hall not be dumped or allowed to remain on any lot,or on�he common areg,qf the Association. All garbage to be collected must be contained in gouncltt�l ,il,�,c,� j} � ei er garagedplLekW from view by low decorative fencing and shrubbery, and placed inconspicuoe the dwelling on day of collection. Trash or rubbish shall not be burned upon the premises. Commercial dumpsters shall not be permitted except temporarily during active construction periods. .9. Clotheslines Clotheslines and laundry poles must be located in the rear yard to the main structure. They should be placed and screened so as not to be visible from the street upon which the premises front or from other adjoining property. Structures for this purpose are to be approved by the FAIRWAY FARMS Architectural Committee. These fences may exceed four(4) feet. 10. Fences Fabricated fences shall not exceed four(4) feet in height. 11. Boats and boat trailers No boat or boat trailer shall be placed on any lot unless in a garage or authorized building.,or unless said boat and/or trailer is located in the rear yard, adjacent to the main structure so placed and screened as to be inconspicuous from the street upon which the premises front or from adjoining FAIRWAY FARMS property. Screening fences and accessory buildings are to be approved by the FAIRWAY FARMS Architectural Committee. In no case may a boat trailer combination exceeding twenty one(2 1) feet in length be stored on FAIRWAY FARMS ASSOCIATION, INC.properties. ,A designated spot in the recreation area will be reserved for storage of boats of fifteen (15) feet or less, it being understood that FAIRWAY FARMS ASSOCIATION,INC. assumes no responsibility for boats or trailers so stored. 12. Road and park facilities (a)Road Improvements The Town of Southold owns and maintains the roads in Fairway Farms. (b) Park area The Declarant owns a park area for the use of the owners of lots and their guests " invitees, as shown on the subdivision map. No one shall.commit any waste on at l�l; r' 1{ i ,' Y A. s+ t H e•r� s / parklands, including but not limited to the cutting of trees. lig. :i N 3 (��,r{e+ , f� h L fj Z. - ` 4 r , , s , , mebanking,capitalone.com/CapitalOneBillPay/ScheduleSinglePayments.aspx 4/8/2013 a ;s (c) Road easement,• use of park ALL owners of lots,their guests and invitees, have an easement for the purpose of ingress and egress in common with others, at their own risk, over the roads of FAIRWAY FARMS, shown on said map, All owners of lots have been granted the right to use (pursuant to reasonable regulations from time to time promulgated by the Declarant, in common with others, at their own risk), the park area. ' (d) Upkeep of roads and park area After the installations provided for in Paragraphs(2) and (b) above, each lot owner shall be responsible for one-thirty-fourth (1/34)of the real estate taxes attributable to the park area. All decisions as to the snowplowing,upkeep, and maintenance of the park area, including decisions as to the extent and cost of any repairs therefore, shall be in the exclusive discretion of the Declarant, or its successors and assigns. (e) Surface water drains a system FAIRWAY FARMS, INC., the developer of the subdivision, constructed the roads within the subdivision in such a manner that the area of each lot abutting all roads to a depth of five(5) feet therefrom was so constructed, sloped,shaped, graded and seeded as to provide a surface water recharge system for the proper drainage of surface water within such subdivision. In order to insure that such drainage system shall function property, the following covenants and restrictions are hereby imposed and continued upon the area of each lot abutting a road in the subdivision to a distance of five(5) feet therefrom (herein referred to as the drainage area). 1. The owner of each lot shall maintain the drainage area thereon free from leaves, debris and other matter which may impede the flow and/or percolation of surface water over or into such drainage area. 2. No trees,shrubs,planting or other vegetation except grass shall be planted or maintained in the drainage area without the written consent of the Declarant or its successors or assigns and the Planning Board of the Town-of Southold. 3. No sand, gravel, loam or other material shall be deposited in the drainage area, nor shall any material be removed therefrom without the written consent of the Declarant, or its successors or assigns and the Planning Board of the Town of Southold. 4. No fences or other structures shall be placed or maintained in the drainage area without the consent of the Declarant, or its successors or assigns, and the Planning Board of the Town of Southold. 5. The Declarant or its successors and assigns shall have the right to enter upon the drainage area and to construct, maintain,repair and remove such drainage pipes, culverts, catch basins, sumps and other facilities and to perform such excavating, 5 filling, grading and seeding operations as may be deemed necessary for surface water drainage purposes. {f) Payment of contributions by lot owners The Declarant will pay the taxes and expenses mentioned in Paragraph (d) above, and. will submit bills to the individual lot owners for their respective one-thirty-fourth (1/34) contributions. Such bills will be paid in full to the Declarant by the then present lot owners within thirty(30) days after said bills have been mailed. (g) Property Owner's Association 1. Reference herein to Property Owner's Association shall be deemed to mean the Declarant, its successors and assigns, a. all costs and expenses associated with the park area are borne entirely by the property owner's association; b. the owners of all lots on the subdivision shall be members of the property owners' association; c. each member of the property owners' association shall be liable, on a per lot basis, for a share of the costs and expenses of the property owners' association; d. each member agrees to comply with the regulations for the use of the park facilities enacted by the property owners' association. A two-thirds (2/3)vote shall be required for the enactment of each such regulation; 2. For purposes of subdivisions 1,2d and 2e, each lot owner shall have one vote for each lot owned, whether improved or unimproved. ~ :• 6 (h) Utili easements An easement along the roads on said map and over any other area necessary is hereby expressly reserved for the erection and maintenance of poles and wires and conduits and of all proper and necessary attachments for electrical power and telephone service and for the construction and maintenance of any utility easements;provided,however, that said easements shall be over areas designated by municipal or public utility authorities. 13. Invalidation of any one of these covenants by judgment or court order shall in no way affect any of the other provisions which shall remain in full force and effect. 14. Enforcement shall be by proceedings at law or in equity brought by the Declarant, its successors and assigns, or by the owner of any lot against an y person or psons v or attempting to violate any covenant or restriction, either to restrain viio ation or to lating recover damages or both. 15. Failure by the Declarant, its successors and assigns, or of any owner to enforce all o the provisions herein shall in no event be deemed a waiver of the right to do so thereafter. 16. All of the foregoing restrictions are intended to cover only the plots shown on the map of FAIRWAY FARMS and are not extended to any other property now or to be owned by the Declarant FAIRWAY FARMS ASSOCIATION, INC. BykJes Fain, By: Matthew Gillies,Vice esident STATE OF NEW YORK, COUNTY OF SUFFOLK: ss: A On the day of October. 2011, before me, the undersigned, a Notary Public in and for said State,personally appeared James J. Fallon,personally known to me or proved to me on the basis of satisfactory evidence to the individual(s) whose name(s) are subscribed to the within instrument and acknowledged to me that they executed the same in their capacity and that by their signature on the instrument, the individuals, or the person upon behalf of which the individual acted, t ins ent. otary Pu is Cheryl Simons Notary Public,State of New York No.31-4970341 Qualified In Suffolk County Commission Expires February 4,20, 7 ....mac•, STATE OF NEW YORK, COUNTY OF SUFFOLK: ss: On the ldfl�day of October. 2011, before me, the undersigned, a Notary Public in and for said State,personally appeared Matthew Gillies,personally known to me or proved to me on the basis of satisfactory evidence to the individual(s)whose name(s) are subscribed to the within instrument and acknowledged to me that they executed the same in their capacity and that by their signature on the instrument, the individuals, or the person upon behalf of which the individual acted, executed the 'nstru Notary Pub zc Cheryl Simons Notary Public,State Of New York No. 31-4970341 Qualified In Suffolk County Commission Expires February 4,2010" SCHEDULE "A" (legal description) All those certain plots,parcels and pieces of land, consisting of the entire subdivision known as Fairway Farms at Cutchogue,Town of Southold, County of Suffolk and State of New York, consisting of Lots 1 to 34, and the park areas, and common areas of such subdivision, all as shown on the subdivision map known as "Fairway Farms"filed in the Suffolk County Clerk's Office on February 15, 1974 as Map No. 6066. Re/FairwayFarmsC&Rs S.C.T.M. NO. DISTRICT: 1000 SECTION: 109 BLOCK: 5 LOT(S): 14.34 V415 x, g6.pO, MON. ^ W.M all MON. w tD �O1 00 LANDOFN/F TIMBROOK �O C� UNDERGROUND �- y UTILITIES vi1 LOT 34 ., EXISITNG GARAGEPORTION OF EXISTING TO BE CONVERTED TO 9 CURB TO BE REMOVED �4 LMNG SPACE y _ I DRY 1 /� ►9 •o. � 6nD �� 11 \wELV PRO�PCOH D z 1� 8'D�x�'DEEP f- 7 1 1 MON. w*;G \� f 11 111 fi� ��,°� �� 59.3' .'�► 1 1 F 1 15 �t`1y i ect 1. T •°' 2h' $P `. ��f � .(1 LAND F/F POLA5K1 11 \.o •�,. oto c9� \h�` IGAS 1 `o �l�Fj 0 BE RELOCATED) 1 RY I R a VNEUJ-, 8'DIAxWDEEP SACRO tC W X to 67.3' I O. + LID O O �r O X O (V , UTILITIY Z BOX 1.5'N N 88059'20" W �`�` 253.38' LOT COVERAGE CALCULATIONS LOT 33 DRAINAGE CALCULATIONS: EXISTING FOOTPRINT W/COVERED FRONT PORCH 3,034 S.F. or 7.3% PROPOSED OVERALL FOOTPRINT = 4,173 S.F. EXISTING ASPHALT DRIVEWAY & SLATE WALK: 3,220 S.F. or 7.8% 4,173 x 0.166=692.72 < 6930 REQUIRED EXISTING SWIMMING POOL & PATIO: 1,785 S.F.or 4.3% (2) 8'DIA x 8' DEEP DRYWELL=706cf PROVIDED PROPOSED 2 STY FRM. GARAGE & MUD ROOM 1,139 S.F. or 2.7% B) DRIVEWAY=3,050 SQ.FT. & COVERED ENTRY. 3,050 x 0.166=506.30 < 5070 REQUIRED (1) 8'DIA x 12' DEEP DRYWELL= 530cf PROVIDED PROPOSED TOTAL COVERAGE: EXISTING STORM DRAIN CAPACITY TO BE VERIFIED IN FIELD. DWELLING, 2STY GARAGE & PORCHES: 4,173 S.F. or 10.0% DRIVEWAY, WALK, POOL & PATIO : 5,005 S.F. or 12.0% ZONED R-40 22% COVERAGE O,/ AREA: 41 ,538.8 S.F. OR 0.95 ACRES A ELEVATION DATUM: _________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 34 CERTIFIED TO: ANDREW F. OLSEN; MAP OF: FAIRWAY FARMS SARAH G. OLSEN; FILED: FEBUARY 15, 1974 AS #6066 FIDELITY NATIONAL TITLE INSURANCE COMPANY; MORTGAGE MASTER, INC.; SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design � Aff f P.O. Boz 3, Mattituck, New York 11952 FILE # 12-65 SCALE: 1 "=30' DATE: MAY 23 2012 PHONE (631) 298-1588 FAX (831) 298-1588 N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy S.C.T.M. NO. DISTRICT: 100 SECTION: 109 BLOCK: 5 LOT(S): 14.34 I _ VA P i 128•��' MON. g6.00, E of t X000 20 W.M o � MON. w hQ1 O LANDOFN/F TIMBROOK UNDERGROUND U: UTILITIES LOT 34 � 0. ® ., 3 MON. til' �,,�►� tiy° ►►`1 `S'�1y 1y9 ye" '�� 11S �'h Els. ` 16.2, LAND N/F I OF Jar �A9 POLASKI I __,,qwtr' � •Oq � Q'1� ��F 'O. V _ I t V (DRY 1 8'DWc8'DEEP ^'C,A W xtitio 67.3 I � c � to p O u) O p p N CJ! .Z UTILITIY BOX 1.5'N N 88"59'20" W 253.38' LOT COVERAGE CALCULATIONS LOT 33 DRAINAGE CALCULATIONS: EXISTING FOOTPRINT W/COVERED FRONT PORCH 3,034 S.F. or 7.3% PROPOSED OVERALL FOOTPRINT = 4,173 S.F. EXISTING ASPHALT DRIVEWAY & SLATE WALK: 3,220 S.F. or 7.8% 4,173 x 0.166=692.72 < 6930 REQUIRED EXISTING SWIMMING POOL & PATIO: 1,785 S.F.or 4.3% (2) 8'DIA x 8' DEEP DRYWELL=706cf PROVIDED PROPOSED 2 STY FRM. GARAGE & MUD ROOM 1,139 S.F. or 2.7% B) DRIVEWAY=3,050 SOFT. & COVERED ENTRY. 3,050 x 0.166=506.30 < 507cf REQUIRED (1) 8'DIA x 12' DEEP DRYWELL= 530cf PROVIDED PROPOSED TOTAL COVERAGE: EXISTING STORM DRAIN CAPACITY TO BE VERIFIED IN FIELD. DWELLING, 2STY GARAGE & PORCHES: 4,173 S.F. or 10.0% DRIVEWAY, WALK, POOL & PATIO : 5,005 S.F. or 12.0% THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS ZONED R-40 22% COVERAGE AND OR DATA OBTAINED FROM OTHERS. AREA: 41,538.8 S.F. OR 0.95 ACRES ELEVATION DATUM: _________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 34 CERTIFIED TO: ANDREW F. OLSEN; MAP OF: FAIRWAY . FARMS SARAH G. OLSEN; FILED: FEBUARY 15, 1974 AS #6066 FIDELITY NATIONAL TITLE INSURANCE COMPANY; SITUATED AT: CUTCHOGUE MORTGAGE MASTER, INC.; TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK F Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 12-65 SCALE: 1 =30' DATE: MAY 23, 2012 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Noychuk fZREScheck Software Version 4.5.0 Compliance Certificate Project Olsen residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Cutchogue, NY Andrew Olsen Adam Volosik Compliance: Passes using UA trade-off Compliance: 21.1%Better Than Code Maximum UA: 284 Your UA: 224 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. Envelope Assemblies Gross Area Glazing Assembly or Cavity Cont. or Door UA Ceiling 1:Flat Ceiling or Scissor Truss 464 29.2 0.0 0.036 17 Ceiling 2: Cathedral Ceiling 725 29.2 0.0 0.035 25 Wall 1:Wood Frame, 16" o.c. 1,950 18.2 0.0 0.062 108 Window 1:Wood Frame:Double Pane with Low-E 134 0.280 38 Door 1: Glass 76 0.280 21 Floor 1:All-Wood joistfrruss:Over Unconditioned Space 670 45.2 0.0 0.023 15 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 bepn designed to meet the 2010 New York Energy Conservat' n Construction Code requirements in REScheck Version 4.5.0 and /m/m IIith the mandatory requirements listed in the RE sc c Inspec�� F/the klist. `' / 012,6111 9441 'V!(7SLt�C- Lf'lGl- Name-Title Signature Date r Project Title: Olsen residence Report date: 02/27/14 Data filename: C:\Users\avolosik\Dropbox\Projects\OLSEN\Olsen Res Check.rck Page 1 of 1 ABBREVIATIONS SYMBOL KEY ADAM C. VOLOSIK ARCHITECT @ AT MIN. MINIMUM WALL CONSTRUCTION ACOUST. ACOUSTICAL MISC. MISCELLANEOUS 528 South Harbor Road Southold,NY 11971 A.D. AREA DRAIN MTD. MOUNTED = CONSTRUCTION ABOVE 631.806.2537 ADJUS. ADJUSTABLE MTL. METAL A.F.F. ABOVE FINISHED FLOOR # MATERIAL 1,-1„ DENOTES DIMENSION TO FACE OF ALUM. ALUMINUM N.A. NUMBER FINISH,ROUGH OPENINGS(WINDOWS) APPROX. APPROXIMATE N.I.C. NOT APPLICABLE OR DOOR SIZES ARCH. ARCHITECT,ARCHITECTURAL NO. NOT IN CONTRACT BLDG. BUILDING N.T.S. NUMBER DENOTES DESIRED ALIGNMENTS OF FINISHED SURFACES OR ELEVATIONS BLK. BLOCK O.C. NOT TO SCALE BLKG. BLOCKING O.D. ON CENTER BM. BEAM O.H. OUTSIDE DIAMETER DENOTES CENTERLINE UNLESS OTHERWISE SPECIFIED BOT. BOTTOM OPP. OPPOSITE HAND B.P. BUILDING PAPER PERIM. OPPOSITE BSMT. BASEMENT PERP. PERIMETER B'TWN. BETWEEN PG. PERPENDICULAR SECTIONIELEVATIONNOMBER 1 CL CENTERLINE PL. PAGE A0. DRAWING SHEET NUMBER CAB. CABINET PLUMB. PLATE CER. CERAMIC PLYWD. PLUMBING CL. CLOSET PR. PLYWOOD DETAIL NUMBER CLG. CEILING P.S.F. PAIR A0.0 COL. COLUMN P.S.I. PER SQUARE FOOT DRAWING SHEET NUMBER CONC. CONCRETE P.T. POUNDS PER SQUARE INCH CONST. CONSTRUCTION PTD. PRESSURE TREATED O EXTERIOR WINDOW/DOOR NUMBER CONT. CONTINUOUS P.V.C. PAINTED 4Bro 100 } CPT. CARPET QTY. POLYVINYL CHLORIDE r ` • CTR. CENTER R QUANTITY 1O INTERIOR DOOR NUMBER I C.V.G. CLEAR VERTICAL GRAIN R.D. RADIUS,RISER D. DRYER REFRIG. ROOF DRAIN DIA. DIAMETER REINF. REFRIGERATOR WALL CONSTRUCTION TYPE , DIM. DIMENSION REQ'D. REINFORCING # DN. DOWN RF. REQUIRED ELEVATION DESIGNATION ABOVE 0'-0" D.S. DOWNSPOUT RM. ROOF DATUM UNLESS OTHERWISE SPECIFIED DW DISHWASHER R.O. ROOM DWG. DRAWING S4S SQUARE 4 SIDES AXIS NUMBER E.I.F.S. EXTERIOR INSULATED FINISH SYSTEM SCHED. ROUGH OPENING CENTERLINE AXIS ELEC. ELECTRICAL SECT. SCHEDULE ELEV. ELEVATION SHT. SECTION EQ. EQUAL SIM. SHEET Lo EXIST. EXISTING SPEC. SIMILAR to F.D. FLOOR DRAIN SQ. SPECIFICATIONS FIN. FINISH S.S. SQUARE '+� r0 OF FLOUR. FLOURESCENT STD. STAINLESS STEEL film$lROOK FLR. FLOOR STL. STANDARD LEGEND FLSG. FLASHING STOR. STEEL i FOUN. FOUNDATION STRUC. STORAGE vNIF0?01ND irk. FT. FEET,FOOT SUSP. STRUCTURAL \\ \\ \\�X EARTH11Lf71E SW. SUSPENDED GA. GAUGE T SWITCH , } .+ CONCRETE GALV. GALVANIZED TEL. TREAD , G.C. GENERAL CONTRACTOR T&G TELEPHONE LOT 34 G.W.B. GYPSUM WALL BOARD T.O. TONGUE AND GROOVE EXISTING GARAGE 4 RISER DIAGRAM 26 FEBRUARY 2014 3 PERMIT SET 12 DECEMBER 2(113 H.B. HOSE BIB T.O.C. TOP OF "� GRAVEL TO BE CONVERTED 2 BID SET 15 OCTOBER 2013 � HDWR HARDWARE T.O.S. TOP OF CONCRETE �' ,i, //� TO LIVING SPACE 1 PRICING SET 01OCTOBER 2013 HEM. HEMLOCK T.O.W. TOP OF STEEL STEEL GE DATE HORIZ. HORIZONTAL TYP. TOP OF WALL ��a � PROPOSED � RELEASES *` PROPOSED H.M. HEAT MIRROR T.P. TYPICAL PORCH H.V.A.C. HEATING VENTILATION&AIR CONDITIONING VERT. TOILET PAPER DISPENSER BATT INSULATION INSIDE DIAMETER W. VERTICAL * � ��� I.D. � NEW GARAGE SEAL: � � 40 PHASE 2 W/ WASHER IN. INCH,INCHES ' RIGID INSULATION jslPES ARC IN. INSULATION,INSULATED W.C. WITH • `G���G.VO40��1� INT. INTERIOR WD. WATER CLOSET J LAM. LAMINATED W.H. WOODS GYPSUM WALLBOARD LAV. LAVATORY WIND, WATER HEATER 1 f� LB. POUND W.W.M. WINDOW W/O WELDED WIRE MESH �,q?, 03242 y0 L.F. LINEAR FOOT MASONRY LVR. LOUVER X WITHOUT - � MAX. MAXIMUM YD. INDICATES TIMES OR BY � BLOCKING AL �,�,�+�, F OF N MECH. MECHANICAL YARD ES► ® FRAMING MEMBERS MFR. MANUFACTURER LANQ 7m777==7==7==7 PLYWOOD � OF pol'AS ® LAMINATED VENEER LUMBER .t_;o 0 ,P09bI MOD + GAS AL GENERAL NOTES: 1. ANY ERRORS,OMMISSIONS,OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS 'CIL SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. " 6 7.3, 2. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. 3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND 3,' ANY OTHER LOCAL,STATE AND NATIONAL CODES,ORDINANCES AND REQUIREMENTS GOVERNING THIS ROOF � CONSTRUCTION. I . PROJECT: 4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. # 5.)VERIFY ALL BUILDING LOCATIONS AND CONC.PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. Olsen Residence 6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING.VERIFY ALL FIELD DIMENSIONS OF EXISTING CONDITIONS. ` 7.)ALL DIMENSIONS AND NOTES SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL BATHROOM IP OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED. � � UtPUrly 8.)DETAILS SHOWN ARE TYPICAL.SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. — 2" 8o +5' _ — 9.)ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. — — — _ — — — _ _ _ ( 44 10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING OF OR INSTALLATION OF ANY ITEMS. i 11/2" 11/2111 i ' ` ! �' h 11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS 11/2" I Cutchogue, NY OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. I LAS(. 12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION. DRAWING NAME: W.C. i CONSTRUCTION � 11/2" SHOWER � FIRST FLOOR I DOCUMENTS 3° 2" COVER SHEET CLEAN OUT 3" TO SEPTIC SYSTEM SITE PLAN 1 1/16°=1'-0° DRAWING NUMBER: DRAWN BY: ACV SET: l . RISER DIAGRAMD N-T-S EB 'tQl� CHECKED BY: ACV 2 1/411=11-011 SHEET: _-+ ISSUE DATE: 0 • 1 ABBREVIATIONS SYMBOL KEY ADAM C. VOLOSIK ARCHITECT @ AT MIN. MINIMUM WALL CONSTRUCTION ACOUST. ACOUSTICAL MISC. MISCELLANEOUS 528 South Harbor Road A.D. AREA DRAIN MTD. MOUNTED =______= CONSTRUCTION ABOVE Southold,NY 11971 7 ADJUS. ADJUSTABLE MTL. METAL A.F.F. ABOVE FINISHED FLOOR # MATERIAL 1,_I„ DENOTES DIMENSION TO FACE OF ALUM. ALUMINUM N.A. NUMBER FINISH,ROUGH OPENINGS(WINDOWS) APPROX. APPROXIMATE N.I.C. NOT APPLICABLE OR DOOR SIZES ARCH. ARCHITECT,ARCHITECTURAL NO. NOT IN CONTRACT BDENOTES DESIRED ALIGNMENTS OF BLDG. BUILDING N.T.S. NUMBER FINISHED SURFACES OR ELEVATIONS BLK. BLOCK O.C. NOT TO SCALE BLKG. BLOCKING O.D. ON CENTER BM. BEAM O.H. OUTSIDE DIAMETER DENOTES CENTERLINE UNLESS OTHERWISE SPECIFIED BOT. BOTTOM OPP. OPPOSITE HAND � B.P. BUILDING PAPER PERIM. OPPOSITE BSMT. BASEMENT PERP. PERIMETER PG. PERPENDICULAR SECTION/ELEVATION NUMBER B'TWN. BETWEEN 1 CL CENTERLINE PL. PAGE A0. DRAWING SHEET NUMBER CAB. CABINET PLUMB. PLATE CER. CERAMIC PLYWD. PLUMBING CL. CLOSET PR. PLYWOOD DETAIL NUMBER 1 CLG. CEILING P.S.F. PAIR A0.0 COL. COLUMN P.S.I. PER SQUARE FOOT DRAWING SHEET NUMBER CONC. CONCRETE P.T. POUNDS PER SQUARE INCH CONST. CONSTRUCTION PTD. PRESSURE TREATED O EXTERIOR WINDOW/DOOR NUMBER CONT. CONTINUOUS P.V.C. PAINTED { , CPT. CARPET QTY. POLYVINYL CHLORIDE 'L CTR. CENTER R QUANTITY O INTERIOR DOOR NUMBER i C.V.G. CLEAR VERTICAL GRAIN R.D. RADIUS,RISER 1?+,+�+ _ T6 D. DRYER REFRIG. ROOF DRAIN DIA. DIAMETER REINF. REFRIGERATOR WALL CONSTRUCTION TYPE DIM. DIMENSION REQ'D. REINFORCING DN. DOWN RF. REQUIRED ELEVATION DESIGNATION ABOVE 0 0 ' D.S. DOWNSPOUT RM. ROOF DATUM UNLESS OTHERWISE SPECIFIED DW DISHWASHER R.O. ROOM DWG. DRAWING S4S SQUARE 4 SIDES AXIS NUMBER E.I.F.S. EXTERIOR INSULATED FINISH SYSTEM SCHED. ROUGH OPENING CENTERLINE AXIS ELEC. ELECTRICAL SECT. SCHEDULE ELEV. ELEVATION SHT. SECTION MON. EQ. EQUAL SIM. SHEET to EXIST. EXISTING SPEC. SIMILAR F.D. FLOOR DRAIN SQ. SPECIFICATIONS FIN. FINISH S.S. SQUARE r OF FLOUR. FLOURESCENT STD. STAINLESS STEEL I,,* TmB ROOK FLR. FLOOR STL. STANDARD LEGEND '�` FLSG. FLASHING STOR. STEEL i FOUN. FOUNDATION STRUC. STORAGE FT. FEET,FOOT SUSP. STRUCTURAL \j�\ \�\\ EARTHILRIE SW. SUSPENDED ' + GA. GAUGE T SWITCH GALV. GALVANIZED TEL. TREAD •_..;,-..- ,�,:• CONCRETE G.C. GENERAL CONTRACTOR T&G TELEPHONE LOT 4 r GYPSUM WALL BOARD T.O. TONGUE AND GROOVE `' EXISTING GARAGE � GRAVEL H.B. HOSE BIB T.O.C. TOP OF "ow•" 3 PERMIT SET 12 DECEMBER 2013 G.W.B. T.O.S. TOP OF CONCRETE T(O BE CONVERTED 2 BID PRICIN 01 OCTOBER 2013 HDWR HARDWARE T(0 LIVING SPACE T.O.W. TOP OF STEEL 1 PRICING SET 01 OCTOBER 2013 HEM. HEMLOCK STEEL * PROPOSED ' N0. ISSUANCE DATE HORIZ. HORIZONTAL TYP. TOP OF WALL '� H.M. HEAT MIRROR T.P. TYPICAL �'4 PORCHf, PROPOSED RELEASES H.V.A.C. HEATING VENTILATION&AIR CONDITIONING VERT. TOILET PAPER DISPENSER BATT INSULATION 4 •�. �x u„ NEW GARAGE I.D. INSIDE DIAMETER W. VERTICAL SEAL: W/ WASHER �' PHASE 2 1 IN. INCH,INCHES RIGID INSULATION INSUL. INSULATION,INSULATED W.C. WITH INT. INTERIOR WD. WATER CLOSET ��' \,tERED AA W.H. WOOD { #�. ��(�QP�Ji C. VOf��S/,+ LAM. LAMINATED GYPSUM WALLBOARD ?°" WIND. WATER HEATER r,-"�' •" :�'�t`- � � � LAV. LAVATORY / LB. POUND W.W.M. WINDOW W/0 WELDED WIRE MESH L.F. LINEAR FOOT MASONRY LVR. LOUVER X WITHOUT MAX. MAXIMUM YD. INDICATES TIMES OR BY +� BLOCKING � �9� �32421 � YARD' " ii _%� fi�F IVEY� MECH. MECHANICAL ® FRAMING MEMBERS MFR. MANUFACTURER PLYWOOD OF ® LAMINATED VENEER LUMBER ® FINISHED WOOD l� R` L.P. GAS _ RESCHECK GENERAL NOTES: 1.)ANY ERRORS,OMMISSIONS,OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS REScheck Software Version 4.5.0 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. AP 'LED AS P-40TED 2. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. p DTE- � Lr B.P. # Compliance Certificate ) � 3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTrED AND , ANY OTHER LOCAL,STATE AND NATIONAL CODES,ORDINANCES AND REQUIREMENTS GOVERNING THIS PLUMBER CERTIFICATION FEE: "__LBY� Project CONSTRUCTION. 1 ON LEAD CONTENT BEFORE N TIFY BUILDING DEr",R;IfENT Al Energy Code: 2009 IECC 4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. # a F -18 8 ARA T 4 I' R T ''_ ' Location: Suffolk County,New York ,�,�, � CERTIFICATE OF OCCUPANC T e: Single-family 5. VERIFY ALL BUILDING LOCATIONS AND CONC.PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDIN r M'� FOL �I� pe �� Constructionyp Sing e y ) Project Type: Alteration � �' SOLDER USED fN WATER 1. OUR!DATION-T1/VO 1ZEQUiRED Climate Zone: 4 (5999 HDD) 6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING.VERIFY ALL FIELD + OR POURED CONCRETE Permit Date: DIMENSIONS OF EXISTING CONDITIONS. �� SUPPLY SYSTEM CAfVPJOTCD 2. OUCH FRAMING,PLUMBING, Permit Number: 7.)ALL DIMENSIONS AND NOTES SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY T01 ALL � �,: EXCEED 2/1O OF ��o Lir; 01 TRAPPING, ELECTRICAL &CAULKING Construction Site: Owner/Agent: Designer/Contractor: i OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED. . IINAL CONSTRUCTION &ELECTRICAL ell NSULATION 8.)DETAILS SHOWN ARE TYPICAL.SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTE Box 1.5"" 4. • UST BE COMPLETE FOR C.O. Compliance:Passes E 9.)ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. �' ALL ONSTRUCTION SHALL MEET THE OF Th%I Better•or1WorsebThann CCodeIndex effects how close to compliance the house is based onm UA: 36 Your •code trade-off rules. It Compliance; shat henergyan Code o costelMaximumiNmumcodehome. 10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDE:RING REQUIREMENTS STATE. NOT RES E COD LE FOR VII OF OR INSTALLATION OF ANY ITEMS. 88059 '20" i3 . 8 M DE K STATE. NOT RESPONSIBLE R FOR �i DES GN-OR CONSTRUCTION ERRORS. Envelope Assemblies 11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLES>S , a ��,J( SI�IC R�IF ? J 1:f^.Trp ESI lir,7 Glazing Gross Area C CentAssembly or av,y • OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. ;`L' ti a`I ti`r`\ ` ter R-V.Iue ,-Value orWITH THE MANUFACTURER FOR PROPER FIT INSTALLATION. _ i_U: UI NEED I i,� T� - :rte I_1NE.S NrED PIJRS�,� SIT I:.: �" ..: : . ceiling 1:Flat ceiling or scissor Truss — — 12.)VERIFY ALL PRODUCT DIMENSIONS W )EC i. Ej=(r}it:(J\�+ HI*�r OF THE TOWN CU'�i • Exemption:Framing cavity filled with insulation DRAWING NAME: Ceiling 2:Cathedral Ceiling -- Exemption:Framing cavity filled with Insulation LOT 33 Wall 1:Wood Frame,16"D.C. '-- --- - --- --- CONSTRUCTION Exemption:Framing cavity filled with insulation Window 1:Wood Frame:Double Pane with Low-E 44 0.28012 Door 1:Glass 59 0.280 17 _....�-: , r, � . DOCUMENTS Floor 1:tion:Fra jing cavity Over Unconditioned Space --- — --- --- --- COVER SHEET Exemption:Framing cavity filled with insulation �-� �-�..� - ° •- " • compliance statement: The proposed building design described here is consistent with the building plans,specifications,and other i. �1 � � calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. T Name-Title Signature Date SITE 1r'�'� E PLAN .. 1//1116"1 DRAWING NUMBER: DRAWN BY: ACV SET: 7 = CHECKED BY: ACVCD SCALE: 1/4"=11-011SHEET: ISSUE w Project Title. Report date: 12/12/13 0• Data filename:C:\Users\avolosik\Dropbox\Projects\OLSEN\Olsen Res Check.rck Pagel of 1 1 DATE: SPECIFICATIONS ENERGY NOTES 31) Under the slab shall be placed 2" of sand over a vapor retarder - 29) TJI Joists to have solid blocking and web stiffeners, when above walls or INSULATION Fortifiber "Moistop Ultra A" (www.fortifiber.com). Contractor verifies that he has posts sit directly above. 1. ALL INSULATION TO BE BLOWN IN OPEN CELL FOAM. ALL CAVITES TO BE 1) This construction conforms to Residential Code of NYS, Chapter 11 and the reviewed the installation guide for this product. TO BE FILLED COMPLETELY WITH INSULATION. ADAM C. VOLOSIK ARCHITECT GENERAL CONDITIONS Energy Conservation Construction Code of NYS. 30) Web stiffeners to be 5/8" on TJi 110 joists, 7/8" on 230 joists and 360 32) Sub-grade preparation under slab - The existing sub-grade should be joists and 2x4 for 560. 1/8" gap to be left at the top between stiffener 528 South Harbor Road 1 The contractor is responsible for checking all dimensions and conditions on 2 Model Ener Code compliance method and inspection checklist, enclosed cleared of to soil and organic matter and stockpiled separately. Pronounced and flange of joist. Southold,NY 11971 P 9 ) 9Y P P P 9 P9 1 ROOFING: 631.So6.2537 the job. Where conditions prevent obtaining dimensions they should be using MECcheck software type Version 3.5 Release 1, REScheck Software.. soft and hard spots should be excavated and refilled and compacted with a checked by engineer. soil similar to the surrounding soil. 31) Two or three Microlam LVL's shall be connected with 3 rows of 16d nails 1. ALL NEW/REPAIRED ROOFING TO MATCH EXISTING. 3) A minimum of 1" air space shall be provided between the insulation and 12" O.C. Four Microlam LVL's shall be bolted with 2 rows of %" bolts @ 12" 2) Construction contractor and his subcontractors agree that in accordance roof sheathing. 33) Granular fill, such as gravel or a mixture of sand and gravel shall be O.C. with generally accepted construction practices, construction contractor and his used as fill under the vapor barrier. If soil is disturbed, mechanical DRYWALL: subcontractors will be required to assume sole and complete responsibility for compaction to 95% relative compaction in soil lifts not exceeding 8". 32) Web stiffeners to be installed on cantilever TJi's @ support points. 1. DRYWALL TO BE 1/2" THICK GWB. FOR WALLS & CLGS. UNLESS OTHERWISE NOTED. job site conditions during the course of construction of the project including CONCRETE SPECIFICATIONS safety to all persons and property and that this requirement shall be made to 34) Curing of concrete slabs open to the elements is to be done by keeping 33) Do not bevel cut 1-Joist beyond the inside face of support. 2. PROVIDE 1/2" THICK WONDER80ARD OR EQUAL @ALL BATHROOMS apply continuously and not be limited to working hours. Contractors agree to 1) interior and exterior footings, slabs, and walls shall be 3000 PSi concrete the slab wet and at temperatures between 40 and 70 degrees F or using a 3. PROVIDE 5/8" TYPE "X" FiRE RATED GWB. WHERE REQ'D. BY STATE CODE defend, indemnify and hold design professionals harmless from any and all unless otherwise noted. curing compound. 34) Full width engineered lumber can be substituted for (2) or (3) members liability, real or alleged, in connection with the performance of work on this of the some type lumber. PAINTING & FINISHING: project. 2) Footings below columns to be 24"x24"x12" unless otherwise noted. 35) No vehicles shall be placed on the slab until the 28 day strength is achieved. 35) Hangers are shown on plan. Contractors to consult architect/engineer if 3) All work performed by the contractors shall conform to the requirements of 3 Contractor to verify soil bearing capacity to be not less than 4000 P'SF. 1. INTERIOR WALLS TO RECIEVE ONE COAT PRIMER AND 2 COATS LATEX, ) y 9 P Y hanger is not shown in drawings. Contractor verifies that he has reviewed local, municipal, state and federal laws as well as any other governing No footings or slabs are to be cast on uncontrolled fill, loose soil, orgonic BENJAMIN MOORE OR EQUAL. requirements, whether or not specified on drawings or in specifications. Simpson Wood Construction Connectors catalog for fastening details. q P 9 P material, frozen ground, mud, clay or other unsuitable materials. !f array of FRAMING NOTES COLORS TO BE SELECTED BY OWNER Contractor to be responsible for required inspection(s) of his work. these situations are present it should be brought to the attention of the 36) Contractor to provide roof ventilation net open area equivalent to 1/300 ELETRICAL: engineer. 1) All framing lumber to be Douglas Fir #2 or better in an S-Dry condition. 4) The contractors shall notify the architect/engineer immediately if he cannot of the attic floor area provided a vapor retarder is installed on the warm side comply with the work called for on the drawings. of attic ventilation. 1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR p y g 4) Contractor to verify existing and seasonal ground-water level. If level is 2) All sill plates that sit on concrete to be double 2x6 pressure treated. within 2 feet of the bottom of the basement footing the architect/engineer Fastening of rim board to sill to be 10d toe nails 6" on center. 37) Contractor to provide crawl space ventilation openings to be not less th+an 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE 5) The contractors shall notify the architect/engineer of any discrepancies should be contacted. 1/1,500 of the under floor area where a vapor retarder and openings placed CODES AND REGULATIONS. between the drawings, notes, specifications and field conditions before 3 Termite shield shall be either copper or COP -R-TEX and extend 1" commencingan work and request clarification. ) PP to provide cross ventilation. Ventilation not required when ground surface is Y q 5) Concrete shall be air-entrained with an air content not less than 5 0 or minimum on each side of the concrete wall. Sill sealer to be used with this covered with an approved vapor retarder, the perimeter walls are insulated land more than 7%. product. the space is conditioned.more FLOORING: 6) Contractor to verify new work with survey. 1. NEW FLOORING TO BE 314"X4" WIDE T&G WHITE OAK 6) Concrete slump shall not be more than 5". Engineer has approval to reject 4) Two rows of blocking to be installed every 4' along concrete walls where 38) Ceiling joists used or collar beams to be nailed with (8) 10d common 7) Contractor shall be responsible for cutting, fitting or patching to complete concrete if slump is larger than specified. the first floor joists are running parallel to the foundation wall. The plywood HEATING: j 9 P P Y nails at the joist rafter connection unless otherwise shown. the work or make the parts fit together properly. floor is to be nailed into this blocking. 1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE 7) If concrete is delivered in an outdoor temperature lower than 40 de 9lrees F 39) Floor to floor tension ties (Simpson CS 20 x 36") to be installed every CODES AND REGULATIONS. 8) The contractor shall be fully responsible for the removal or replacement of it should be heated to insure that it will arrive at the job site having al 5) Fastening of exterior plywood to rim joists (box beam) and double top 32" around house perimeter holding second floor studs to first floor studs 3. SYSTEM TO MATCH EXISITNG damaged or defective material or poor workmanship. They shall replace or temperature of not less than 60 degrees F or greater than 85 degrees F. plates to be 2 rows of 8d nails 3" on center. Fastening of plywood to double unless otherwise shown. Partially Enclosed Buildings to have floor to floor repair as directed by the architect/engineer, all such damaged or defective AC: sill plate to be 3 on center staggered into each 2x member. tension ties every stud. Tension ties to be located on each side of door or materials, which shall appear within a period of two years from the date of 8) if it looks as though the temperature of the ambient air will fall bellow1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR , freezing for 3 consecutive dayscold weather concrete specifications will! need window openings over 4 and within 2 from al! corners unless otherwise substantial completion of the job. 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE 6) Fastening of top and bottom plate on interior walls to be (2) 16d nails shown. (9) Sd nails to be installed at each end. CODES AND REGULATIONS. to be followed. Contact Engineer if this is going to occur. „ every 12 . Top plate to be connected to ceiling joists or with blocking spaced 3. SYSTEM TO TIE INTO EXISITNG SYSTEM 9) The contractor(s) shall remove ail rubbish, waste materials and surplus not more than 12" on center with (2) 16d nails every 12". 40) Double LVL's or dimensioned lumber shall be installed around all fireplace, materials that are a by-product of their work. 9) The addition of any admixtures to concrete shall be approved by the PLUMBING: Engineer. 7) All deck ledgers to be Pressure treated 2x material. Ledgers to be stair openings and skylights with connector hardware. 1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR 10) Contractors shall provide all necessary protection for his workers. 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE 10) Two concrete strength test cylinders, 6" in diameter by 12" shall be attached with r2 lag bolts 12 O.C. top and bottom and located not closer 41) Cathedral or vaulted ceilings to have air-venting baffles on underside elf CODES AND REGULATIONS. 11) The construction drawings and specifications are supplied to illustrate the taken from each truck delivery unless otherwise approved by the Engineier. than 2" from top edge. roof running continuous from soffit to roof vent. design and the general type of construction desired and are intended to imply Compressive strength tests to be taken for each day's pour exceeding Si DOOR HARDWARE: the finest quality of construction, material and workmanship throughout. cubic yards. Two specimens to be tested @ 28 days. 8) All headers to be (2) 2x12 or (2) 1-3/4 x 11-7/8 microlams unless 42) All crickets to have minimum pitch of '4' per foot. 1. ALL INTERIOR DOOR HARDWARE TO 8E BY BALDWIN W/ SATIN NICKEL FINISH noted otherwise. 2. ALL DOORS TO HAVE 5015 ESTATE KNOB W/ 5017 ROSE 12) The contractor(s) shall maintain a current and complete set of 11) All rebars to be grade 60 KSI steel and shall be free of rust, scale and 43) Joist hangers shall be used on all flush headers. 3. ALL CLOSET DOORS TO BE DUMMIES W/ BALDWIN ROLLER CATCH construction drawings on the site during all phases of construction for use by dirt. 9) Double floor joists shall be located under all parallel partitions unless noted 4. ALL HINGES TO BE MODEL 1035.150 all trades. otherwise. Spacing between floor joists should allow for plumbing in plumbing 44) All framing on or near water should be fastened with hot dipped TILE: 12) All rebars shall be securely tied in place and adequately supported. A1l walls. galvanized or stainless steel nails and fasteners. 1. ALL TILE TO BE SELETED PRiVIDE $10 SQUARE FOOT ALLOWANCE FOR MATERIAL 13) No changes or modifications to the work shall be made without approval rebar splices to be minimum 40 bar diameter. Rebar shall be continuous 2. ALL TILE TO BE THiN-SET of the owner and/or architect/engineer. Failure to obtain this approval shall through corners with splices located not closer than 3' from corners. 10) All floor joists must be restrained at the ends to prevent rotation by 45) All exterior walls to be 2"X6" - 16" o.c. construction all cause the contractor or sub-contractor to assume full responsibility for eifher a rim joist, end blocking or joist hangers supporting the depth of the interior walls to be 2"X4" - 16" .c. construction 3 PERMIT SET 12 DECEMBER 2013 subsequent modification of the work required by owner or any regulatory 13) All footings are to have their rebar placed no closer than 3" to the joist. 2 BID SET 15 OCTOBER 2013 authority. 3» 1 PRICINGSET 01 OCTOBER 2013 supporting soil. �� �� 46 All subfloors to be 4 T&G APA rated plywood. All wall sheating to be 11) Floor plywood to be glued and nailed to floor joists 4 on edges and 6 2" CDX APA rated plywood. No. ISSUANCE DATE 14) The architect/engineer assumes no responsibility for construction means, 14) No weight shall be placed upon footings or walls until 7 days after- in field with 8d common nails. methods, techniques, sequences, or procedures or for safety precautions and placement as long as the concrete strength has reached 2500 psi or beyFOUNDATION DRAINAGE & WATERPROOFING RELEASES progress in conjunction with the work. There are no warranties, nor any 12) All walls over 8' high to be blocked @ mid-span. merchantability of fitness, nor a specific use expressed or implied in the use engineers approval. Site to be sloped away from house �" per foot for 10'. SEAL: of these plans. 15) Contractor to notify Engineer for inspection of all rebar work prior to 13) All post widths to be as wide or wider than multiple member width that placement of concrete. it is supporting. Foundation wall waterproofing to be Tuff-N-Dry Ceiling beam sizes may have to be increased for heavy storage attics. �E^�EQ'�'�C �O P�C.Vp�O'�'i� 1) Wood frame dwellings to be designed in accordance with the Building and 16) Concrete pours over 9' shall be thoroughly consolidated by suitable means 14) 2x6 strong backs (2) on all ceiling joists 8' O.C., unless the ceiling is an STRUCTURAL STEEL during placement using a mechanical vibrator. engineered floor 1-joist. Residential Code of New York State. Wind speed to be used is 120 mph. Code for fabrication to be American Institute of Steel Construction (RISC) 9th Exposure B category to be used for urban, suburban or wooded and Exposure 15) Splices of top plates shall not be closer than 6 . Studs to fall under all Edition. C to be used for open and shoreline areas. Earthquake Use Group 1, Site 17) Back filling against foundation shall not take place until first floor is p q p splices, top and bottom. Studs to line up vertically with roof rafters wherever anchored to foundation. Backfill material shall be clean course sand. Class D, Seismic Design Category B. Equipment used for backfilling shall not come closer to the wall than the possible. WINDOW & DOOR SPECIFICATIONS �I�F X3242"1 pQ' of the backfill. � 2) These plans are designed to meet or exceed the requirements of the height16) All gable end walls to be balloon framed unless otherwise shown. Windows and doors are to meet or exceed the specifications OF NE� Building and Residential Code of New York State. When building in other 18) All footings to rest on virgin undisturbed soil. if soil is disturbed, listed below: jurisdictions, variations or adjustments may be required. Verify any such mechanical compaction to 95% relative compaction in soil lifts not exceeding 17) Exterior wall ply to cover roof top plate completely and be nailed with 8d requirements with local code or enforcement officers. 611common nails 3" on center, staggered into both the top and bottom plate. NFRC certified and labeled. 3) The architect/engineer's certification applies only to this plan's conformance 18) All roof and wall plywood to be nailed with 8d nails 4" O.C. on edges Window and Door Manufacturers Association WDMA 1.S.2. to the New York State Building & Residential Code. 19) Concrete watt design assumes backfill is well drained. and 6" in the field unless otherwise noted. Nail heads shall not penetrate 4) Glazed openings must be protected with glass, certified to meet the large 20) Anchor bolts to be 5/8" x 12" "J" shaped, hot dipped galvanized or surface of plywood. Nail Guns need to be set to the proper pressure. California Energy Commissioners (C.E.C.) Air Infiltration Standards. W missile test (impact-resistant) or with structural shutters with attachment stainless steel located 4'on center unless otherwise noted and a maximcum of 19) Exterior plywood shall be continuous over all plate to plate and plate to Maximum U-Factor rating of 0.33. hardware provided. 12" from all corners. Provide not less than two (2) anchor bolts on ainy one p rim board interfaces and may butt together at mid-depth on rim board. sill. Anchor bolts to have nut and washer tightened to sill. Washers shaill be a Maximum Solar Heat Gain Coefficient of 0.26. Exterior plywood to run continuous from sill plate over rim joist to studs. "L" 5) Electrical work shall conform to national electrical code (latest edition) and minimum of 3/16" x 3" x 3" square plate washers unless otherwise sthown. shaped plywood to be placed around upper window and door corners. any applicable local codes. A minimum of one (1) smoke detector shall be Bolts to be located down the center of the sill plate. Deviation of more than Minimum Visible Light Transmittance Rating of 0.53. provided in bedroom areas and shall be hard wired and battery backup. I" will not be acceptable. A hot dipped galvanized or stainless steel 5/8" x 20) Three rows of blocking to be installed every 4' along gable rake walls. 10" threaded rod can be substituted for anchor bolts by being epoxied into The plywood roof is to be nailed into this blocking. Residential Code of New York State, Design Pressure (DP) rated 6) Contractor to verify a!1 dimensions before starting. place using Simpson Acrylic Tie. per Table R301.2 (2) for 120 miles per hour 3 second gust 21) All roof rafters to be connected to top plate with Simpson H2.5 or H2.5A for walls in zone 4 & 5 for exposure C (enclosed). All windows 7) if header sizes are not shown, contractor to contact architect/engineer. 21) Contractor to verify with owner if damp-proofing or waterproofing its to hurricane ties unless otherwise shown. Hip rafters to be tied to top plate with to achieve a minimum DP rating of 50. be provided on all foundation walls and footing base that comes in comtact Simpson HCP4 (double hi or HCP1.81 (single hi Note that partially p p) / 9 P)• P y PROJECT: 8) Do not scale drawings. Follow dimensions only. with soil. enclosed structures shall use a Simpson H10 hurricane tie. Residential Code of New York State, Section R613 Exterior Windows and Glass doors (enclosed). 9) Contractor to verify to architect/engineer if lead based paint, asbestos, 22) Provide (2) #5 rebars continuous reinforcing at top of all foundation walls. 22) interior shear walls to be 12" plywood both sides, nailed with 8d nails 3" Olsen Residence mold or other hazardous substances are present before starting work. Set rebars into concrete with an embedment of 3 from the top and imside Glazing that receives positive external pressure shall be impact edge and the other bar 3" below the upper unless otherwise shown. O.C. on edges and 6 in field with all edges blocked and nailed unless resistant or protected with an impact resistant covering otherwise noted. 10) Any alteration, repair addition or conversion to an existing dwellingFURNISH AND INSTALL WINDOWS AND DOORS AS SHOWN iN THE DRAWINGS, requiring a building permit requiring a building permit requires that all 23) Provide (2) #5 rebars continuous reinforcing in wall footings plocecd 3" 23) All exterior columns to have continuous galvanized meta/ straps from WITH ALL APPROPRIATE BLOCKING, ANCHORAGE, AND HARDWARE, sleeping rooms in the house be upgraded with hard-wired and interconnected from soil and 4" from outside footing edge unless otherwise shown. girder below to girder above. Straps to be Simpson CS 16 and connected ETC. AS REQU'D. FOR A COMPLETE AND PROPER INSTALLATION. VERIFY smoke alarms. with (11) 10d common nails each end. ALL DIMENSIONS IN FIELD PRIOR TO ORDERING. 24) (2) #5 rebars to be placed on all four sides of window and door 11) Contractor is responsible for all flashings. openings and other large openings. Each end of the #5 rebar to extemd 2' 24) Columns resting on concrete to be connected at the base concrete with a beyond the opening. Simpson Post Base fastener and the top with a Simpson type Post Cap with 12) Excavations deeper than 5' must be constructed according to OSHA (12) lOd nails each end. regulations. Soft or sandy soils must have at least a 1:1 slope. Hard or 25) Stepped footing not to exceed 1' vertical for every 2' horizontal. (Rebar Cutchogue,NY compact soils must have at least 1:2 slope. to continue through stepped footings and bent through steps. 25) Bored or holes or notching in studs shall not exceed 25% of the stud 13) Grade property 5% in first 10' from the building. Elsewhere the site to 26) Pilasters to be 12" wide x 4 Y2" deep and contain (2) #5 rebars depth. If hole or notch is between 40% and 60% of the stud depth than the stud shall be doubled. DRAWING NAME: be sloped away at 23o. Foundation wall to extend a minimum $ above grade. vertically tied to footing rebar and top of wall rebar. Vertical bars to be 2" CONSTRUCTION off inside edges and hooked back to rebars in footing and upper wall. 26) Contractor verifies that he has reviewed the installation guide for the 14) Under slab areas - after the service lines have been installed, alt plastic engineered wood products for this project. or copper lines should be properly bedded (clean fill, no rocks) and tested for 27) All steel columns to be bolted to footings. 27) First floor i joists to have (4) 10d nails installed in its' bottom flange to DOCUMENTS leaks prior to backfilling. All copper lines should be checked for dents or the double 2x6 sill plate. abrasions and wrapped in split foam insulation. 28) Steel column top plate to be minimum /" thick and cover all supporting SPECIFICATIONS 15) All trades that are installing piping under the slab must install color coded members. Base plates to be 10" x 10" unless otherwise noted. 28) When engineered floor 1-Joists are used, rim joists to be Timberstrand caution tape 12" above their work. Use red for electric, blue for water, green 29) Concrete slab control joints to be 1/4"' depth of slab and not exceed 1-1/4" LSL rim board or 1 %" Microlam LVL. for sewer, yellow for gas and orange for phon% DRAWN BY: ACV SET: able. Mark location of new more than 25' center to center spacing. Joints should be laid out to form DRAWING NUMBER: work with color coded spray paint after trenches have been backfilled. floor panels as nearly square as possible not exceeding a ratio of 1-1,/2 to 1. Joints can be either formed, tooled, saw cut or Zipstrip. CD ' 16) Copper joints will not be allowed under the slab and must be placed in a CHECKED BY: ACV wall manifold. 30) Welded wire mesh should be positioned in the top 2" of the slab. Flat SCALE: 1/4"=1'-0" SHEET: sheets to be used with an overlap of 1'. CURRENT ISSUE DATE: 002 NAILING SCHEDULE ADAM C. VOLOSIK ARCHITECT SIMPSON LSTA — 20 GAGE RIDGE STRAP — ALL ROOF RAFTERS 528 South Harbor Road Joint Description Nail Sizes Nail Spacing Southold,NY 11971 631.806.2537 ROOF FRAMING ICE SHIELD UNDERLAYMENT REQUIRED Rafter to Top Plate (Toe—nailed) 3 — 8d per rafter Ceiling Joist to Top Plate (Toe—nailed) 3 — 8d per joist RAFTER ALIGNED W/ STUDS: RAFTER NOT ALIGNED W/ STUDS: Ceiling Joist to Parallel Rafter (Face—nailed) 3 — 16d each lap SIMPSON H2A HURRICANE CLIP @ SIMPSON H2A HURRICANE CLIP @ Ceiling Joist Laps over Partitions (Face—nailed) 4 — 16d each lap16" O.C. W/ 5 — 8d NAILS @ 16" O.C. ON EXT. FACE OF PL Collar Tie to Rafter (Face—nailed) 2 — 8d per tie , 2 — 8d each en Blocking to Rafter (Toe—nailed) RAFTERS, 2-8d NAILS @PLA W 5 — Sd NAILS @EACH END h d Rim Board to Rafter (Enda nailed) 2 — 16d each end & 5—Sd NAILS @STUDS & SIMPSON MSTA24 18 GA. METAL STRAPS @ 32" D.C. W/ 18-10d WALL FRAMING " NAILS Top Plate to Top Plate (Face—nailed) 2 — 16d ' per foot Top Plates at Intersections (Face—nailed) 4 — 16d joints—each side Stud to Stud (Face—nailed) 2 — 16d 24" o.c. Header to Header (Face—nailed) 16d 16" o.c. along edges Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud 2 — 16d per 2x6 stud 2 — 16d per 2x8 stud SIMPSON H2 HURRICANE CLIP NAILED FROM RAFTER TO STUD. ROVIDE 8d COMMON NAILS @ Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d 1'2 per foot TYPICAL ALL RAFTERS. (5) 8d 4" O.C. AT EXTERIOR EDGE OF NAILS EACH END. ALL SHEATHING FLOOR FRAMING Joist to Sill Top Plate or Girder (Toe—nailed) 2 _ Bd eper joist APA RATED PLYWOOD TO Bridging to Joist (Toe—nailed) _ each end EXTEND TO TDP OF TDP PLATE Blocking to Joist (Toe—nailed) 2 — 8d each end Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block 3/4" APA RATED PLYWD. 1MPSON MSTA24 METAL STRAP Ledger Strip to Beam (Face—nailed) 3 — 16d each joist SUBFLOOR GLUED & @ 32" O.C. W/ (9) 10d NAiLS Joist on Ledger to Beam (Toe—nailed) 3 — 8d per joist NAILED PROVIDE BLOCKING EACH END TYP. Band Joist to Joist (End—nailed) 3 — 16d per joist @ ALL SUBFLOOR EDGES Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d ' per foot IST 2 BAYS OF FRAMING ROOF SHEATHING I Structural Panels 8d 4" o.c. Perimeter zone FLOOR J01 other 6 o.c. edges of panel , 12" o.c. interior f panel DOUBLE TDP PLATE LYWOOD SHEATHING TO COVER Diagonal Board Sheathing LAP BOX BEAM — TOP AND BOTTOM HEADER 1" x 6" or 1" x 8" 2 — 8d per support 2 X 8 @ 16" D.C. 1" x 10" or wider 3 — 8d per support STUDS CEILING SHEATHING SIMPSON MSTA36 METAL STRAP Gypsum Wallboard 5d 7" edge / 10" field @ F EACH EACH ACP POST W/ (13) 10d NAILS WALL SHEATHING SIMPSON H6Z 2 4"' WIDE — 16 GA. Structural Panels 8d (See table 3.9) HURRICAINE CLiP @ 32" O.C. Fiberboard Panels W/ (8) 8d NAILS TOP & BOTTOM 7 / 16" 6d 3" edge / 6" field REPEAT @ ALL JACK POSTS 25 / 32 8d 3" edge / 6" field OP OF Gypsum Wallboard 5d 7" edge / 10" field 8" APA RATED PLYWD. FOUNDATION SHEATHING 3 PERMIT SET 12 DECEMBER 2013 Particleboard Panels 8d (see table 3.9) 2 BID SET 15OCTOBER 2013 Hardboard 8d (see table 3.9) 1 PRICING SET 01 OCTOBER 2013 Diagonal Board Sheathing NO, ISSUANCE DATE I" x 6" or 1" x 8" 2 — 8d per support NAIL SHEATHING TO SILL PLATE RELEASES 1" x 10" or wider 3 — 8d per support 8d NAILS @ 4" O.C. FLOOR SHEATHING 2 X 6 SILL PLATE SEAL: Structural Panels ACQ TREATED. ,�EFt 0 1" or less 8d 6„ edge edge / 12" field SEE FOUNDATION DWG. 5 A R greater than 1" 10d 6 ed / 6 field FOR DESIGN �� p,M C• V44 Diagonal Board Sheathing " 8 per PP Di�� �� 2 — Sd support 1" x 10"°� orwide P 3 — 8d per support * k SECTION DIAGRAM ELEVATION DIAGRAM 1 Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. if wall sheathing is nailed 3 on—center at the p g g ca " — panel edge to obtain higher shear acities , nailing requirements for structural members shall p be doubled or alternate connectors , such as shear plates , shall be used to maintain the load path. ATF X32427 OQ`� When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to OF NEW 2 HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH be reduced to 1 — 16d nail per foot. DESIGN CRITERIA: GROUND SNOW LOAD — 45 PSF. WEATHERING — SEVERE FiRST LEVEL — 40 PSF. L.L. FROST LINE DEPTH — 36" LIVING AREAS — 40 PSF. L.L. TERMITE — MODERATE TO HEAVY BEDROOMS — 30 PSF. L.L. DECAY — SLIGHT ° a, a a a WIND SPEED — 120 MPH a a a SEISMIC DESIGN CATEGORY — B ICE SHIELD UNDERLAYMENT REQUIRED — YES PLYWOOD SHEATHING 2 X 6 STUD WALL STA15-20 GAUGE STRAP TO STUD METAL STRAP @48" O.C. DESIGN CRITERIA: O 0 W/ (4) 8d NAILS + 12" FROM EACH CORNER WRAP AROUND SILL PLATE. USE DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME h2 X 6 TREATED (4) 8d NAILS INTO SILL PLATE. CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE — ENGINEERED DESIGN METHOD. SILL PLATE NAIL SHEATHING TO SILL PROJECT: 0 PLATE USING 8d NAILS @ 4" O.C. 8 < 10 Q 10 B < 30 0 (2) #5 REBAR CONTINUOUS Olsen Residence a' a ERMITE SHIELD AND P a a SiLL SEAL. WINDOWS - GLAZED OPENING GABLE ROOFS HIP R❑❑FS PROVIDE 8d COMMON NAILS @ 4" O.C. 5/8" DIA. x12" A.B. @48"� GRADE 6" MIN. BELOW 8 < 10 0 0 AT HIGH PRESSURE ZONE. O.C. — TYP. +12 FROM TOP OF CONC. 0 < 0 S 30 EACH CORNER. W/ FENDER WASHER. @ 6" O.C. AT ALL OTHER PORTIONS OF THE % FOR NEW CONSTRUCTION EXTERIOR WiNDOWS MUST BE PROTECTED VIA GLAZING MEETING a Q Q a ROOF TYP. THE LARGE MISSILE TEST CERTIFICATION OF ZONE Il ASTM E 1886-97 AND ASTM E 1996-99 OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES MUST HAVE GLAZING CONFORMING WATERPROOF ALL LOCATED WiTHiN ONE (1) MiLE OF THE MEAN HiGH WATER i/2" EXPANSION SEAL RADE (T BELOW TO WIND ZONE 1I1, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING GRADE (TYP.) IV a 0., o Cutchogue,NY TO WIND ZONE ll, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. -0 4" CONC. SLAB 'z h W/6X6 #1O/#10 WWM DRAWING NAME: PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY PROVIDE 8d NAILS ® 4" O.C. AT PERIMETER INTERIOR 2" X 4" KEYWAY CONSTRUCTION A — iRLEAR SHIELD HURRICANE + SECURITY PANELS — 631 — 287 5060 l0 < 45 0 PORTIONS OF PANELS IN HIGH PRESSURE ZONES. a a DOCUMENTS B — QUICK GUARD STORM PANELS. 631 — 287 5330 101 Q app' o o OR NOTE a = 4 FT. IN ALL CASES (2) #5 REBAR °o:.;..oDp <o..o : W IND DIAGRAMS C — PLYWOOD PANELS AS PER CODE GABLE ROOFS CONTINUOUS PROTECTION DEVICES TO BE iN ACCORDANCE WiTH LARGE MiSSILE TEST OF 10' -e < 45 0 X I PC. FTG. SET ON UNDISTURBED SOiL ASTM E 1996 AND OF ASTM 1886. AS NOTED iN NYS RESIDENTIAL CODE. SFT 36" BELOW GRADE DRAWING NUMBER: DRAWN BY: ACV SET: NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES FOUNDATION SECTION DIAGRAMCD CHECKED BY: ACV SCALE: 1/4"=1'-011 SHEET: CURRENT 093 ISSUE DATE: 11-10-2006 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 REMOVE DOOR I REMOVE WINDOW REMOVE DOOR REMOVE DOOR &JAMB &JAMB 71 3 PERMIT SET 12 DECEMBER 2013 2 BID SET 15 OCTOBER 2013 1 PRICING SET 01 OCTOBER 2013 NO. ISSUANCE DATE RELEASES SEAL: WALLS TO BE DEMOLISHED FtEO A ��5 P C. Vp� fin—, SAVE TOILET&SINK FOR RE-USE i f REMOVE WINDOW 9TF °a242'1 �04� OF NEW REMOVE WINDOW REMOVE DOOR REMOVE DOOR REMOVE DOOR &JAMB &JAMB &JAMB ® WALLS TO BE DEMOLISHED 1 . DEMOLITION PLAN PROJECT: Olsen Residence DEMOLITION NOTES: 1.ALL DEMOLITION TO IBE DONE IN A LOGICL SEQUENCE 2.CONTRACTOR TO TEMPORARILY SUPPORT ALL FLOORS,WALLS AND ROOF FRAMING WHILE FRAMING RECONFIGURATION IS UNDER WAY. REPORT ALL EXISTING FRAMING DEFICIENCEIES TOO THE ARCHITECT IF FOUND. 3.CONTRACTOR IS NO-T TO UNDERMINE ANY FOOTING OR FOUNDATION WALLS. 4. REMOVE ALL EXISTING GYPSUM WALL BOARD Cutchogue,NY DRAWING NAME: DEMOLITION PLAN DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV CD r SCALE: 1/41t=11-0" SHEET: PROJECT No 11-01 2 . 1 CS 20 X 36 EVERY 32" O.C. USE WRAP STRP W/ GRACE ADAM C. VOLOSIK ARCHITECT VYCOR 1N CONTACT W/ PRESSURE TREATED WOOD 528 South Harbor Road Southold,NY 11971 5/8" DIA. X 18" HOT DIPPED 631.8062537 GALVANIZED A.B. 04 8" O.C. TYP. NOT MORE THAN 12" TOP OF IST FLOOR SUBFLODR FROM EACH CORNER W/ 3"x3"x3/16" SQ. WASHER ELEV. 0'-0" COP—R—TEX TERMITE SHIELD s 10" POURED CONCRETE WALL ° 4 Q 4. G 9 C j e WATERPROOF ALL SURFACES p/ BELOW GRADE W/ WARM N DRI \� ° COMPACTED CLEAN SAND �\� BACKFILL o° 2" CONC. SLAB x Q A 24'-0" 4'-2" \ \ a4 — \ a ° . a 10 VAPOR BARRIER �. © o COMPACT SAND / F - - — —_.._ � _._._.. — __._ ____L_ — —III— Ill III III I II III III 1'-4" UNDISTURBED SOIL Q N �? NEW 8"P.C. FOUNDATION iv WALL TO EXTEND TO N ASSUMED FOOTING � @ CRAWL SPACE EXIST. WALL TO BE CLEANED 2 TYP. FO UNDA TION WALL Wf 2"RAT PREP'D w/CONC. RAT SLAB. BONDING AGENT SCALE: 1 112"=l'—O" 8"P.C.WALL N o #5 REBAR w/2"HOOK @ 12"O.C.TYP. �•2 DRILLED INTO EXISTING M CONC WALL&EXPDXY SET AS REQ'D (V I 3 PERMIT SET 12 DECEMBER 2013 00 2 BID SET 15 OCTOBER 2013 (p 1 PRICING SET 01 OCTOBER 2013 $,-0" 21-0" N0, ISSUANCE DATE - - - LRELEASES 8"P.C.WALL I 8"CONCRETE FROST WALL W/4"P.C. SLAB SEAL: �.CEFiED qRc Q��POPM C. Vp�p co m DROP WALL * r FRO GARAGE DOORS421 v `F- E N$k) I LL CV > 4"P.C.SLAB ON GRADE o W/#10/#10 6X6 W.*M. 0 M DROP WALL + I FRO GARAGE DOORS PROJECT: \ f N Olsen Residence LTi tib\ C, ry _ S�jF\ ® NEW CONSTRUCTION p Cutchogue,NY Ri RT\ CO'VS�\ DRAWING NAME: FOUNDATION PLAN cry°N\ FOUNDATION PLAN DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV CD SCALE: 1/4"=1'-0" SHEET: F PROJECT No 11-01 2,2 1 / ADAM C. VOLOSIK ARCHITECT M / M 528 South Harbor Road Southold,NY 11971 631.8062537 / / 4'-93/4" / I / O / (2)2"X10" / WC / SH U IT THINSET EXIST. MECH. RM toz TILE IN 77 / x M / N "� r x-6' 3,:( 3 T r 1 0 Cr) N I 11"JD I CAii HN t 1'-11 1/2" LO (V / 5'-2 1/2" 11'-9 1/2" 7r-Orr r-3 1/2" - - - - - - - - - - 2'x 6' / O O 2'x 6' gm3HANGE AM!LY ROq — — — — I CV / (2)2"X10" n r M CL CUBBIES REFRIG " T 2' / `Lf) �` _ - - — - - - - - - - - - - - - - - - - - - X6' / o_ _ x i E L FLAT C G m All%Af I CL (2) "X rr - (2�2 .1777 ],I 4 - m �` 5'-5" P CH PTD.WD.WRAPPED 7oll 4"X4"POSTS W/SIMPSON 3 PERMIT SET 12 DECEMBER 2013 \\q rn POST BASE 2 BID SET 15 OCTOBER 2013 PROPOSED CID 7W" 6'4" 1 PRICING SET 01 OCTOBER 2013 OUTDOOR ISSUANCE DATE H HANDRAIL PER a ® NEW CONSTRUCTION EXTERIOR - DOOR/WINDOW SCHEDULE ALL R.O.'S TO BE VERIFIED PRIOR POOL EQUIPS. N.Y.S. CODE TO CONSTRUCTION RELEASES BLUESTONE TO MATCH OVER P.C. SLAB O TYPE QUAN MANUFACT'R&UNIT No. UNIT SIZE(WxH) ROUGH OPENING(WXH) EXIST. IRE TED GYP 8,D— 1 SEAL: O CQDE ON GARA E IIa/ 5' 1 DBL HUNG(MULLED UNITS) 2 ANDERSEN 400 SERIES-TW30410-2 6'-3 1/4"x -0 7/8" 6'-3 3/4"x 5'-0 7/8" jeRE0 4 C � JU 9c > 2 CASEMENT 4 ANDERSEN 400 SERIES-CXW23 PHASE 2 ORK Q�' POP o�0 tyy _ s > 4 J M O � 0 ■/M�/■� �" °' 3 INSWING DOOR 1 ANDERSEN 400 SERIES-FWH29611 2'-8 1/8"x 6-10 3/8" 7-9"x6-11" * —1 ?/ J 4 INSWING FRENCH DOORS 1 ANDERSEN 400 SERIES-FWH50611 4'-11 1/4"x 6-10 3/8" 5'-0"x 6-11" vo� Q h ' 5 CASEMENT 2 ANDERSEN 400 SERIES-CW125 0�2427 PHASE 2 ORK NEW L6) DOUBLE HUNG 1 ANDERSEN 400 SERIES-TW30410 PHASE 2 WORK o� 7 INSWING FRENCH DOORS 1 ANDERSEN 400 SERIES-FWH90611 8'-11 1/8"x 6'-10 3/8" 9'-0"x 6-11" 2 PROPOSED GARAGE A3.1 NOTES: I 1. ALL UNITS TO BE FACTORY RRIMED ON THE INTERIOR AND WHITE ON THE EXTERIOR 12. ALL MUNTIN BARS TO BE 3/4' SIMULATED DIVIDED LIGHT PERMANENT GRILLES INT/EXT-NO SPACERS 3. ALL WINDOWS TO HAVE WHIITE HARDWARE 2 > 2 4. ALL GLASS TO BE LOW E A3.3 I= 5. ALL DOORS TO HAVE SATIN INICKEL ALBANY HARDWARE SETS 14"-560 TJI'S I ^ o, FJ.@ 16"O.C. I v INTERIOR - DOORS T TruStile Doors,LLC STILE' 11 IL-E' 171f0E, 80 Ave. Dxenver,COCD-0229 -mall- PROJECT: STATIC IMAGE i \ 3 3 Olsen Residence O iv A3.3 C TO\ io trFR�yS\ FTeq < \ OCq T/% � o tis Cutchogue,NY oRT� RUST 2 DRAWING NAME: 2 \ FIRST FLOOR PLAN 1 . FIRST FLOOR PLAN \ \ \ �oss section not available \ DRAWING NUMBER: \ -Door Stvle: sndung Palle]: Material: Glass: Fire Ratmg: tot/E.t: DRAWN BY: ACV SET:: VG3010 55 A MDF No INTERIOR CD Appraval(sign here): Created On:5/16/2013 CHECKED BY: AC�TV SCALE: 1/4"=1'-O" SHEET: NOTES: No • VERIFY SIZES W/PLAN PROJECT No 11-01 G VERIFY FIRE RATING FOR MECHINCAL ROOM DOOR ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 9'-3" 01 9'-3"' ATTICNECH N r O N r ACCESS HATCH r 3 PERMIT SET 12 DECEMBER 2013 2 BID SET 15 OCTOBER 2013 1 PRICING SET 01 OCTOBER 2013 CV N ISSUANCE DATE J O RELEASES cmI v SEAL: N C. Vp�o _ _ _ _ _ _ _ to i # LL: 1ED BETWEEEN �9�+ 032421 OPS > O N CPAAA N O �O/" NE�N'� I / r4 d' F1 00RIN91L !I 9 <V Cy r 21 I J OLOU N O 2 rl .. I PROJECT: v N Olsen Residence (V � --111 IRA WSETOffir—N— i (V N N N ' � C'7 M Cutchogue,NY 6 p��© DRAWING NAME: SECOND FLOOR PLAN 9'-3" 1 . SECOND FLOOR PLAN DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV CD SCALE: 1/4"=1'-0" SHEET: NO. 2,04 PROJECT No 11-01 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 ASPHALT SHINGLE ROOF TO MATCH EXISTING SIX3 NEW SHINGLES HOIVn 01 Wlal 2 2 ASPHALT SHINGL�� ROOF TO MATC E I O '1SIX3 HQlb'W Ol W1211 +, NEW SHINGLES 7'X9'WIDE OVER HEAD 7'X9'WIDE OVER HEAD TO MATCH GARAGE DOORS GARAGEDOORS EXISTING j W/OPENERS WIOPENERS 3 PERMIT SET 12 DECEMBER 2013 2 BID SET 15 OCTOBER 2013 1 PRICING SET 01 OCTOBER 2013 NO. ISSUANCE DATE 1 NORTH ELEVATION RELEASES SEAL: �ORc C. Ar N X32427 P� FBF NEW�O ASPHALT SHINGLE ROOF TO MATCH EXISTING REMOVE EXIST. WINDOWT-I TO MATCHTRIMFFO MATCH EXISIT :2fl EXISTING i 11 I C L = ASPHALT SHINGLE PATCH 2&REPAIR ROOF TO MATCH EXISTING 2 SIDING AS REQ'D k TO MATS"CH EXISTING �' IL PROJECT: i i r TRIM TO MATCH 1 a / EXIST. Olsen Residence HIM EN LOSUft TO MATCH EXISTING Cutchogue,NY DRAWING NAME: ELEVATIONS 2 SOUTH ELEVATION DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV CIS SCALE: 1/4"=1'-0" SHEET: PROJECT No 11-01 3 * 1 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 NEW SHINGLES TO MATCH EXISTING EXIST, PATCH&REPAIR SIDING AS REQ'D TO MATCH EXISTING 7111 3 PERMIT SET 12 DECEMBER 2013 2 BID SET 15 OCTOBER 2013 1 PRICING SET 01 OCTOBER 2013 NO. ISSUANCE DATE 1WEST ELEVATION RELEASES SEAL: .�EPIED qR C. N �9A X3242? Q` NEW y0 i 12 PORCH EAVE 7 f-- DETAIL TO MATCH EXIST. I KIM TO MATCH-EKUr I i I PROJECT: I NEW SHINGLES VAFUH_&_Kt:VA1K LE 1E, Olsen Residence TO MATCH EXISTING SIDING AS REQ'D PORCH COLUMN TO MATCH EXISTI DETAIL TO MATCH EXIST. Cutchogue,NY DRAWING NAME: ELEVATIONS 2 EAST ELEVATION 1 DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV CD SCALE: 1/4"=1'-0" SHEET: PROJECT No 11-01 3 *2 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 L2"8"C.J. XIST.2"X6" @16"O.C. RR @ 16"O.C. 2"8"C.J. NEW(2)2"X10" CR HEADER -n 0 WOOD/THIN SET TILE OVER 3/4'PLYWOOD TAPERED SLEEPER NEW FOUNDATION WALL CENTERED ON SPAN &FOOTING 1 CROSS SECTION A 1/4"=11-0 11 3 PERMIT SET 12 DECEMBER 2013 2 BID SET 15 OCTOBER 2013 1 PRICING SET 01 OCTOBER 2013 NO. ISSUANCE DATE w ,... .., RELEASES SEAL: (2) 12"LVL E� RIDGE BEAM (2)2"X10"COLLAR �� �p,M C. v no BEAM BOLTED BETWEEN 12 (2) R.R.W/(3)%" f 4F— MACHINE BOLTS N X32427 `k- PTD.WD. ��F NEW y�Q' 2"X10"R.R. LWRAPPED @ 16"O.C. BEAMS OAK PID,WD. PTD. G.W.B. PTD. G.W.B. o RAILING 1 'BALLUSTER @ 4"O.C. ekk -O FIRE RATED G.W.B. FIRE RATED G.W.B. 14"TJI'S @ 16"O.C. AS REQ'D 14 TJt S @ 16„O.C. AS REQ'D FIRE RATED G.W.B. FIRE RATED G.W.B. 9 AS REQ'D AS REQ'D aD PROJECT: Olsen Residence 0 8”P.C. 4"P.C. SLAB FOUNDATION L4"P.C. SLAB W LLDATION WALL co T T 8"X16"P.C. FOOTING 8"X16"P.C. FOOTING Cutchogue,NY ® NEW CONSTRUCTION DRAWING NAME: BUILDING SECTIONS 2 CROSS SECTION B 3 CROSS SECTION C DRAWING NUMBER: DRAWN BY: ACV SET: 1 CHECKED BY: ACV CD SCALE: 1/4"=10-011 SHEET: PROJECT No 11-01 3 . 3 ADAM C. VOLOSM ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 TOUCH LATCH PANEL OVER EXIST. ELEC. PANEL PTDG.W.B. 4"X10"PTD. 1"X10"PTD. 4"X.BEAM S4S PTD. WD.BEAMS S4S WD.TRIM S4S . WD.B 1"X12"PTD.WD. SHELF 1"X2"PTD. 1"X6"PTD. WD.BATTEN S4S WD.CASING S4S 0 0 0 0 0 0 0 0 0 0 0 0 0' SHAKER PEGS 1"X6"T&G V-GROOVE PANELING 1 4" PTD.WD.BENCH BY G.C. 1"XB"PTD. 3/4'SMOOTH FACE BD&BATTEN DOOR WD.BASE BD.S4S BIRCH PLYWOOD-PTD. BY iG.C.-1"X6"V-GROOVE 1"X6"T&G V-GROOVE PLANKS PANELING 1 VIEW WEST 2 VIEW NORTH 1 3/8"=1'o" 3 PERMIT SET 12 DECEMBER 2013 2 BID SET 15 OCTOBER 2013 1 PRICING SET 01 OCTOBER 2013 N0, ISSUANCE DATE 4"X10"PTD. 1"X10"PTD. RELEASES WD.BEAMS S4S WD.TRIM S4S 4"X10"PTD. 1"X10"PTD. 4"X10"PTD. PTD.G.W.B. WD.BEAM S4S PTD.G.W.B. WD.TRIM S4S WD.BEAMS S4S 1"X2"PTD. 1"X6"PTD. SEAL: 1"X6"PTD. 1"X2"PTD. WD.CASING S4S WD.BATTEN S4S WD.BATTEN S4S WD.CASING S4S OED qRC C� � * t WOOD SHELF RECEPTAC \ p32d27 Q� °F rvEw,�o / PTD.WD.BENCH BY G.C. Hi I i 1"X6"T&G V-GROOVE Y/a'SMOOTH FACE 1"X8"PTD. Yv SMOOTH FA E 1"X8"PTD. BIRCH PLYWOOD-PTD. WD.BASE BD.S4S �H PLYWOOD-PTD. WD.BASE BD.S4S PANELING 3 VIEW EAST VIEW SOUTH 4' S/8"=1'-0" PROJECT: 3/811=P-011 Olsen Residence 1"X6"PTD. WD.CASING S4S EXIST FIXTURES TO BE REUSED Cutchogue,NY PTD.G.W.B. PTD.G.W.B. KSS OHH HLER FIBERGLASS BATH FIBERGLAS DRAWING NAME: SHOWER ENCLOSURE K-1688 U E ELEVATIONS K-1688 1688 1"X2"PTD. WD.BATTENS4S SUBWAY TILE INTERIOR I LLI Ll Ll L-1 DRAWING NUMBER: DRAWN BY: ACV SET: 1"X8"PTm. CHECKED BY: ACV D WD.BASE BD.S4S v ALJ BATH PLAN 6 VIEW WEST 7 VIEW NORTH S VIEW EAST 9 VIEW SOUTH 5 3/8"-1'-0" /, SMOOTH FACE g/8 Olt S/8 —1-0 SHEET: 3/8"-1'-0" BIRCH PLYWOOD- PTD. 1-0 SCALE: 3�8"=1'-O'� PROJECT No 11-01 401 f ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 I F QUAD RECEPTACLE EXIIST. MECH. RM I RECEPTACLE ® FLOOR RECEPTACLE SWITCH LL s 3-WAY SWITCH =Q7I I s 3-WAY SWITCH W/DIMMER I ° REFRI I SWITCH W/DIMMER BATH Q JUNCTION BOX II I Q 4"RECCESSED FIXTURE I I © CABLE II II II I CL II I I II ❑ II II li II I r — I II I II I I I II II II I I II II II I I I I II II II I I I I F MILY ROI M I I I I CL C — _ C�J CL CUBBIES REFRIG I I I I I I I I I I I II I - - - - I - - - - - - - - - II I II ® II II � II I ATTICfIMECH MUD RO II OFFICE I I U II II m I II TV I I a RECEPTACLE CL ° FOR CELL PHONE CHARGING STATION F- — — w °0 El PORCHFf �I _ I I s NEW CONSTRUCTION 3 PERMIT SET 12 DECEMBER 2013 2 BID SET 15 OCTOBER 2013 1 PRICING SET 01 OCTOBER 2013 I NO. ISSUANCE DATE OR O OPE R I RELEASES I SEAL: `SaM+it.RED q C. v T- opcy�� - - - — � - - - - 9T x32427 Q` °P NEW�O POSED GARAGE CEPT. R O OPENER I I V I I PROJECT: I Olsen Residence 1 . FIRST.FLOOR PLAN 2 SFLOOR PLAN 4ECOND Cutchogue,NY DRAWING NAME: ELECTRICAL PLANS DRAWING NUMBER: DRAWN BY: ACV SET:E CHECKED BY: ACV SCALE: 1/4"=1'-0" SHEET: PROJECT No 11-01 2. 1