The URL can be used to link to this page

Home My WebLink About30805-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32115 Date: 01/08/07 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2045 GILLETTE DR EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 3 Lot 13 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 28, 2004 pursuant to which Building Permit No. 30805-Z dated NOVEMBER 30, 2004 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 SINGLE FAMILY DWELLING WITH FRONT PORCH & REAR DECK AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5576 DATED 9/7/04. The certificate is issued to MANUEL ESTEVES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0029 01/04/07 ELECTRICAL CERTIFICATE NO. 2051106 10/18/05 PLUMBERS CERTIFICATION DATED 12/21/06 WM.METCALF PLUMB.&HEATING /,/'ut rim d Signature Rev. 1/81 F, T., t _ FormNo.6 i 35->01-1 5 �� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: 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. Forexisting 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$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, 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. 1 1.Z[02 New Construction: ✓ Old or Pre-existing Building: (check one) i \ Location of Property: 07 6+ 5 (�j i (�e �� 61f_ (f q s-1- ROKI d W House No. Street Hamlet Owner or Owners of Property: -P-6 Of 4S ��t�6 010_S Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Pemit No.,310� 2_ Date of Pennit. Applicant: �2LPd �S ea.r r Health Dept. Approval: Underwriters Approval: Planning Board Approval: I / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 00 5 0y Applicant Signature eo� 3a I IS FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30805 Z Date NOVEMBER 30 , 2004 Permission is hereby granted to : POINT CONST CORP CLEAVES 90 COUNTRY CLUB DR CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA #5576 at premises located at 2045 GILLETTE DR EAST MARION County Tax Map No. 473889 Section 038 Block 0003 Lot No. 013 pursuant to application dated SEPTEMBER 28 , 2004 and approved by the Building Inspector to expire on MAY 30 , 2006 . Fee $ 876 . 30 ri ed Signature ORIGINAL Rev. 5/8/02 9190500 n�or� �srn��rnsrr r� s r r�PrJ rJr o 5 BY THIS CERTIFICATE OF COMPLIANCE THE r' S 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c5 5 CERTIFIES THAT SUpon the application of upon premises owned by PBDX 160N ELECTRIC 2045 BEGIL RTS HOMES .O. O L TE DRIVE c5 C5 MILLER PLACE, NY 11764-0016, EAST MARION, NY 11939 5 Located at 2045 GILLETE DRIVE EAST MARION, NY 11939 c� 5 Application Number: 2051106 Certificate Number: 2051106 5 e 5 Section: 38 Block: 3 Lot: 13 Building Permit:30805Z BDC: nsl l 5 5 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Outside,Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other S 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 18th October,2005. S 5 Name OTY Rate Ratine Circuit Type 5 5 5 Alarm and Emergency Equipment 5 Sensor 3 0 Carbon Monoxide 5 Sensor 7 0 Smoke S Appliances and Accessories 1rr5 5 Exhaust Fan 1 0 F.H.P. 5 Hydro Massage Tub(Therapeutic 1 0 5 5 5 Furnace 1 0 Oil 5 Wiring and Devices 5 S5 Outlet 37 0 Fixture C5 Fixture 37 0 Incandescent SOutlet 64 0 General Purpose 5 5 rj Receptacle 35 0 General Purpose 5 Switch 31 0 General Purpose S 5 Receptacle 1 0 50 amp Range 5 GFCI Circuit Breaker 1 0 20 amp 5 5 Arc Fault Circuit Interrupter 3 0 15 amp seal C7 5 Receptacle 1 0 20 amp Laundry SReceptacle 1 0 30 amp Dryer 5 Continued on Next Page 1 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 liilrJrJ�rJ�rZ PLrL3rJ�rJ@PrJDLLPLPLLrL3r rL3pL r�cP Eo cPcPrJ�cl�fcPrJrJ�rJrJ�rJ�cPcPrJ�rncP rJ�r�rJ�rJ� rJr1rJ�rJ�rJ�rJrJ� rJ�rJ�rJ�rJ�rfrJ�rJg Oc 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT Upon the application of upon premises owned by PTS HOMES .O. BODX 160N ELECTRIC 2045 GILL TE DRIVE �5 5 MILLER PLACE, NY 11764-0016, EAST MARION, NY 11939 55 c� Located at 2045 GILLETE DRIVE EAST MARION, NY 11939 5 c� Application Number: 2051106 Certificate Number: 2051106 c5 Section: 38 Block: 3 Lot: 13 Building Permit:30805Z BDC` ns11 5 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Outside,Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 18th October,2005. 5 5 Name OTY Rate Rating Circuit Type 5 Receptacle 8 0 GFCI 5 Service 5 1 Phase 3W Service Rating 200 Amperes 5 CSJ Service Disconnect: 1 200 cb 5 5 Meters: I 5 S 5 5 5 5 5 5 101 5 seal 5 5 2 of 2 5 ,Ic This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 O rJ�rJ�rJ�rJ�rJrJrJorJrJ�r1@PrJ otJrJrJ@tcPrJ� cJ�rJ�rJ cPcJ� cP r� rJ�rJpL O �o��gUfFO(,�co w � Town Hall,53095 Mairi Road O Fax(631)765-9502 P.O..Box 1179 y�Jfo! 0� Telephone(631) 765-1802 Southold, New York 11971-0959 MJILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. �� Z Owner. L 'r-4 'S -C&C C� O!11 J PSS (Please print) Plumber: (/y////Om ✓• �l(-- f 7,VM6/rI� iy 17'1 "41 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. v✓ L�G� (P hers Signa re) Sworn to before me this 9,1 day of ))QcQAA.t , 20 0(0 Notary Public, (/ County CRAIG A.HECHT Notary Public,State of New York No.02HE5039407 _ �n� Qualified in Suffolk County o- vr' Commission Exnires Fr-hruar 21,T APPEALS BOARD MEMBERSo�SUFFO(,� CO� Southold Town Hall Ruth D. Oliva,Chairwoman �� 53095 Main Road Gerard P. Goehringer �y a P.O. Box 1179 Lydia A.Tortora G • Southold,NY 11971-0959 Vincent Orlando0 �� Tel. (631) 765-1809 James Dinizio,Jr. 1 �. Fax(631)765-9064 http://southoldtown.northfork.net 20 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 7, 2004 Appl. No. 5576—CLEAVES POINT CONSTRUCTION CORP. Property Location: 2045 Gillette Drive, East Marion; Marion Manor Lot #38; CTM Parcel 1000-38-3-13. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 11,294 sq. ft. parcel is vacant, 79/.78 feet deep and 140 feet along the east side of Gillette Drive. BASIS OF APPLICATION: Building Department's May 7, 2004 Notice of Disapproval, amended June 18, 2004 and August 2, 2004, citing Section 100-2446, in its denial of a building permit to construct a new dwelling with a setback of less than 35 feet from the rear property line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 19, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: With the original application, the size of the dwelling was requested at 28' deep by 47' wide, leaving 17 feet for a rear yard setback, and conforming to the required 35' front yard and minimum side yard setbacks, as shown on the December 30, 2003 survey prepared by Peconic Surveyors, P.C. (with a ZBA date stamp of July 13, 2004). On July 21, 2004, the applicant submitted revised construction diagrams prepared by James Deerkoski dated July 21, 2004, and a revised survey indicating a 30' depth of the proposed house, instead of 28 feet (survey date was not modified, showing a December 30, 2003 date by Peconic Surveyors, P.C.), requesting a reduction in the proposed rear yard setback to 15 feet, instead of 17 feet. ADDITIONAL INFORMATION: During the August 19, 2004 public hearing, the applicant was asked to consider more conformity with the code's setback requirements by either cutting the size of the house or with a different layout or plan. The applicant indicated z Page 2—September 7,2004 Appl.No.5576—Cleaves Point Construction Co. 38-3-13 at East Marion that he may want to follow the procedure in the event a different layout was desired which created any new nonconformity, different than this request. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The alternative relief will allow a dwelling size at two stories in height, with at least 2400 sq. ft. of living floor area for both floors, resulting in a 19 ft. rear yard setback, instead of applicant's request for a 15 ft. as amended, or for a 17 ft. rear yard in the original application. The alternative granted by the Board will lessen the degree of the requested nonconforming setback and will reduce the visual impact to nearby properties. 2. The benefit sought cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot is long and narrow, and if the code requirements were met, the house would be only 10 feet deep. A dwelling could not be placed without an area variance with the current code restriction for a 35 ft. front yard and 35 ft. rear yard. 3. The relief requested is substantial, resulting in a 44% reduction for a 19 ft. rear setback instead of the Code's minimum of 35 feet. 4. The difficulty was self-created. Although the lot contains 11,294 sq. ft. with only 79 feet of lot depth, limited the size of building(s), the code setback requirement has been in effect for many years. 5. The alternative relief will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood. The setbacks from the rear line will be increased from the applicant's original request from 15 feet to 19 feet. The applicant ensures landscaping with planting of evergreen trees along the rear yard line, with maintenance in good condition at all times. 6. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling, 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 267-13, motion was offered by Member Orlando, seconded by Member Dinizio, and duly carried, to Page 3—September 7,2004 Appl.No.5576—Cleaves Point Construction Co. 38-3-13 at East Marion DENY the variance as applied for, and to GRANT alternative relief, for a 19' minimum rear yard setback (from the northeastern most property line). This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the ning Code, other than such uses, setbacks and other features as are expressly addre ed in this aGtiotr. Vote of the Board: Ayes: Members 4adopte n), oe er ortora, Orlando, and Dinizio. This Resolution was dulo, ai ma —Approved4orFiling 9/30/04 3 o g 0 Z- 765.1802 BUILDING DEPT. INSPECTION [�(f FOUNDATION IST [ ] ROUGH PLBG. [✓ �] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� INSPECTOR , r4f SOUly�6 30805 Z ©� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. XFOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS: DATE �a3 0--r> INSPECTOR - / ' aOF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: `a' 0 DATE 3 ��/� �� INSPECTOR ' " ' , 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ �J F MING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR '`"� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION REMARKS:-.-1,AJ DATE `3 ©� INSPECTOR i OF SON f®* TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: vc_ 3 d`1 DATE 7 Aoo INSPECTOR t4l �'^� O S Ataf SOf/lyy6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTR ON [ ] FIRE RESISTANT PENETRATION REMARKS: DATE LdD INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION(1ST) xt ------------------------------------ e1�3 0 ,�.,•,,�. -tom D/�j FOUNDATION(2ND) 3-2-J( z 6 �o _ wy ROUGH FRAMING& e PLUMBING C � � r INSULATION PER N.Y. — ---- STATE ENERGY CODE A CO O FINAL , ADDITIONAL COMMENTS I _ 0 m � � A u�► _ � O -- z } H — gx d b ,'OWN OF SOUTHOLD BUILDING PERMT-APPLICATION CHECKLIST BUILDING DEPIRTMENT Do you have r need the following,before applying? TOWN HALL Bmlyd of Health SOUTHOLD,NY 11471 1 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 v6 Survey www. northfork.net/Southold/ PERMIT NO. 0 Check Septic Form N.Y.S.D.E.C. Trustees Examined ' 020 Contact: _ �i ff V V,�`/ Approved 1101 ,20 Mail to: U/I T/ty Disapproved a/c 7 Phon . 73'/•'� Expiration J ,20--)� �w)((_ ,3 �pSi•/6C/ uilding sector (Cl APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an , addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ��yt, (Si hle�of applicant or We,if aIcrporation) VUV 2 9 20 �i�u�iGfjyf•.��..c� 90 G,uNr�eyCuib.2e, L'��zlio�d6 (Mailing of applicat#1 �Sttate whetherapplicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder (/uysf- A�N6K�B L Cdy!< Ta�/�diLysie Name of owner of premises ro a l�Ir 64SM JC7-,dam 6 xp (As on the tax roll or latest deed) If app t is a o on, signature of my authorized officer 2P-S i (Name and"title of corpo a officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location�mfs and on which proposed wor will be done: 20 q6 4AIVS 4�057-4,MAO AJ House Number Street Hamlet E3P J M,Alr�J J County Tax Map No. 1000 Section g Block 03 Subdivision f IVACI0 Al L+V A Filed Map No. o" 2na[ uo o; u2 ni ?i}ilau0 (Name) ..�OS,S►V lsuns0 2. State existing use and occupai.�y of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V-6-c A-A1r--6A w,8 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost_ /7✓lopD Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories flit Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ill,o /" Reaz Depth 30` Height 2Vf 9 Number of Stories `two �p 9. Size of lot: Front /5/6Rear /yoz Depth 10. Date of Purchase /� Zo 60 Name of Former Owner L/'r1 Q�—�tr Co,t 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 o C�u�wc Gr�6�C 14. Names of Owner of mises � ,� dress 4 a y / 3-Phone No. Name of Architect YANsS biz&k9o%el AddressTuc Phone No Name of Contractor 6 �P'Y .Bfia Address Phone No 'Ssi—!66 C"-6`kNm 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE)ZEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF " S ,J 12B3ERIr AiWat/6 7 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing c mract) above named, (S)He is the e-»g_ da 4e, Aars i dSAJ7-- (Cont actor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this SMD day of 200q Notary Mlblic — Signature of Applic BRENNAN HOLMES N"y pub9o,Stab of NW No.+999895 OAMW In SOMA Co l► Comn*sion EXPkN January FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 7, 2004 AMENDED: June 18, 2004 AMENDED: August 2, 2004 TO: Cleaves Point Construction Corp. 90 Country Club Drive Cutchogue,NY 11935 Please take notice that your application dated May 7, 2004 For permit for construction of a new single family dwelling at Location of property 2045 Gillette Drive, East Marion,NY County Tax MapNo. 1000 - Section 38 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction of an new single-family dwelling, located on a non-conformingl1_294 square foot parcel in the R-40 zone, is not permitted pursuant to Article XXIV Section 100-244B which states that parcels, measuring less than 20,000 square feet in total size, require a minimum rear yard setback of 35 feet. The proposed construction notes a rear yard setback of 15 feet. This Notice of Disapproval was amended on June 18, 2004,to include the rear yard setback violation which was omitted from the orieinal Notice of Disapproval and to remove any references to mer ,er since it was determined that the lot had not mer ed with adlacent lots and on August 2 2004 to co a rear yard setback. 4Apphc ge or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. Commonweal" Land Title Insurance Company 185 Old Country Road, PO Box 419 ^ 'Suite 2 Riverhead, NY 11901-0203 Phone: 631-727-7760 Fax: 631-727-7818 WLatldAn'lerICa Commonwealth CONFIRMATION Title No.: RH80040564 Sales Rep: Applicant: ROBERT KENNEY, ESQ. Date of Application: MARCH 30, 2004 Order Type: Informational Attorney for Buyer 01 ROBERT KENNEY, ESQ. 90 COUNTRY CLUB DRIVE CUTCHOGUE, NY 11935 631-852-1661 Fax 631-852-1655 Record Owner (per applicant): CLEAVES POINT CONSTRUCTION Premises: 2045 GILLETTE DRIVE, EAST MARION, NY 11939 District: 1000 Section: 038.00 Block: 03.00 Lot. 013.000 County: SUFFOLK T/0: SOUTHOLD TRANSACTION: Survey Instructions: Additional Searches Ordered: Notes: SINGLE &SEPARATE SEARCH WE ARE PLEASED TO CONFIRM YOUR APPLICATION FOR TITLE EXAMINATION AND INSURANCE. THE EXAMINATION IS NOW IN PROGRESS. PLEASE CALL US WITH ANY SPECIAL INSTRUCTIONS OR IF ANY CORRECTIONS SHOULD BE MADE IN THE INFORMATION DETAILED HEREIN. THANK YOU. IF THIS IS A REFINANCE WITHIN TEN (10) YEARS, YOU MAY BE ENTITLED TO A REDUCED PREMIUM. CONTACT THIS COMPANY IMMEDIATELY FOR DETAILS. Confirmation ll/l d 9D 'ON MHEAI8 3I11O WS 0l ti001 '9 'AM LandAmeraea Commonwealth Title No.: RH$0040564 Date Printed: April 6, 2004 Applicant: ROBERT KENNEY, ESQ. Order Type: Informational Applicant#: 10012023 Sales Rep: Premises: 2045 GILLETTE DRIVE, EAST County: SUFFOLK MARION, NY 11939.1222 Closer: Date of Closing: Purchaser: CLEAVES POINT CONSTRUCTION FEE SHEET ITEM AMOUNT ITEM AMOUNT Fee Insurance s 0.00 Recording Fees Mortgage Insurance 0.00 Deed Second Mortgage 0.00 Mortgaas Third Morta e 0.00 Satisfaction of Mortgage - Special Search 402.00 Survey Departmental Searches Certificate of Occupancy Street Report Bankruptcy Sewer Search Housinq and Building Transfer Taxes Fre NYS Transfer Tax Emergency NYC RPT Additional Taxes Mansion Tax - Survey Inspection UCC's County UCC's State - 8.1 Environmental Waiver of Arbitration Condo Endorsement Mortgage Tax - Mortgagor Mortgagee Escrow Service Charge Escrow Special Delive TOTAL CHARGES $ RECEIPTS CHECKS PAYABLE TO Commonwealth Land Title Insurance Company (Circle One) Buyer/Seller $ Buyer/Seller $ Buyer/Seller $ Buyer/Seller $ CHECKS PAYABLE TO OTHER THAN Commonwealth Land Title Insurance Company (Circle One) Buyer/Seller $ Buyer/Seller $ Buyer/Seller $ TOTAL RECEIPTS $ *NOTE Rates &charges herein are subject to change based on the rates in effect at the time of closing. 18S Old Country Road, PO Box 419 Suite 2 Riverhead, NY 11901-0203 Dhnnw 931-777-77f+n FnuE 9.R1-777-75R1R Zl/Z 'd 9D 'ON OV3HEAI+ OI110 WVOO : II bOR '9 'AVW file No.: RH90040564 Commonwealth Land Title Insurance Company 185 Old Country Road, PO Box 419 Riverhead, NY 13901-0203 Phone;631-727-7760 Fax: 631-727-+7818 LandAmerica Commonwealth SINGLE AND SEPARATE SEARCH Effective Date: 01/23/04 Title No. RH80040564 Commonwealth Land Title Insurance Company DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD AND ROBERT KENNEY, ESQ. 90 COUNTRY CLUB DRIVE CUTCHOGUE, NY 11935 THAT it has caused a search to be made in the Office of the Clerk of the County of SUFFOLK, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 12/20/96 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein. This Company's liability is limited to Twenty-five Thousand ($25,000.00) Dollars, NO policy of insurance is to be issued hereunder. Premises: 2045 GILLETTE DRIVE, EAST MARION, NY 11939 District: 1000 Section: 038.00 Block: 03.00 Lot: 013.000 County: SUFFOLK T/O: SOUTHOLD Commonwealth Land Title I surance Company BY: (2'too- ROBERT GAFFG VICE PRESIDENT Title Number: RH80040564 Dated: 01/23/04 Single,and Separate Search TQ20DISNY (07/00) Zl/E 'd 9D *ON Od3HEAId 0I119 000 : h ti00Z '9 'M File No.: RHS0040564 CHAIN OF TITLE FOR SUBJECT PREMISES: District: 1000 Section: 038.00 Block: 03.00 Lot:lA13.006r BEING LOT NO. 38 ON "MAP OF MARION MANOR" FILED 03/18/53 AS MAP NO. 2038. EDWIN H. KING DEED TO ✓/ DATED: 10/24/52 PETER BLANK AND SON J RECD: 11/07/52 / LIBER: 3433 PAGE 289 (PREMISES AND MORE) PETER BLANK AND PETER BLANK,JR., AS SOLE PARTNERS DEED OF PETER BLANK AND SON DATED: 03/06/59 TO RECD: 03/09/59 PETER BLANK AND PETER BLANK, JR. LIBER: 4596 PAGE 247 (PREMISES AND MORE) PETER BLANK AND PETER BLANK, JR. l DEED TO DATED: 10/15/65 MANOR GROVE CORP. RECD: 10/19/65 LIBER: 5642 PAGE 509 (PREMISES AND'MORE) MANOR GROVE CORP. DEED TO DATED: 12 96 LIMPET CORP. RECD: 12/20/96 7/ LIBER: 11807 PAGE 140 (PREMISES AND MORE) Commonw and Titl surance Company Subscribed and Sworn to this 6th day of April, BY: 2004, ROBERT GAFFG VICE PRESIDENT Q Clj2 Q7�i o . Notary J.KING Single and Separate Search Notary PuMiftieofNewWork No.01•19A844660 OuanUed'm SWfoltCo�ady�yn Zl/ti A 9D 'ON OV3 HAH 3Iil) AM: II toob '9 'AVA File No.: RH50040564 LIMPET CORP. DEED TO DATED: 08/17/00 CLEAVES POINT CONSTRt1CTTON CORP. RECD: 08/25/00 LIBER: 12066 PAGE 75 LAST DEED OF RECORD Commonweal 1 nd Title I urance Company Subscribed and Swom to this 6th day of April, BY; — 2004. ROBERT GAFFGA VICE PRESIDENT Notary PUl9krHARjNEJ.�Np N°+eY pw&,shoe of New Matt Single and Separate Search No.01-we4ow Comt�bionEEmirescme.31, hhS lWS 'd 9D 'ON OV3Ha3AId 0I110 d00 : 11 HOV9 'AM r File No.: RH80040564 CHAIN OF TITLE FOR ADJACENT PREMISES NORTH, District: 1000 Section: 038.00 Block: 03.00 Lots 012.000/1 BEING LOT NO. 39 ON "MAP OF'MARION MANOR" FILEIT03�18/53 AS MAP NO. 2038. EDWIN H. KING DEED TO DATED: 10/24/52 PETER BLANK AND SON RECD: 11/07/52 LIBER: 3433 PAGE 289 (PREMISES AND MORE) PETER BLANK AND PETER BLANK,3R., AS SOLE PARTNERS OF DEED PETER BLANK AND SON DATED: 03/06/59 TO RECD: 03/09/59 PETER BLANK AND PETER BLANK,3R. LIBER: 4596 PAGE 297 (PREMISES AND MORE) PETER BLANK AND PETER BLANK, 3R. DEED TO DATED: 10/15/65 MANOR GROVE CORP, RECD: 10/19/65 LIBER: 5842 PAGE 509 (PREMISES AND MORE) Commonwe land Titl Insurance Company Subscribed and Sworn to this 6th day of April, BY: 2004. ROBERT GAFF VICE PRESIDENT ^ �� Notary PutdiwHARiNEJM NDwy"s-,9i*dNwYx_ Single and Separate Search No.014Q431 M auz�iflad'm suifoAc cotimgf�005 ;;crnaaD�Eryires Dx.31,� Z[/9 'd 9D 'ON OVMIAIi DIi]D WWII WZ '9 'M File No.: RH80040564 MANOR GROVE CORP. DEED TO DATED: 08/0619D MARGERY D. BURNS AND ROBERT W. GILUSPIE, III REC'D: 08/17/01 LIBER: 12136 PAGE 412 MARGERY D. BURNS AND ROBERT W. GILLISPIE, III, DEED TO DATED: 10/15/01 ]OHN CROTTY AND MARIE 1. CROTTY, HIS WIFE RECD: 10/23/01 U6ER: 12148 PAGE 678 LAST DEED OF RECORD CommonCompany Subscribed and Sworn to this 6th day of April, BY: 2004. ROBERT GAFFGA VICE PRESIDENT _ 1 ATHARINE100 Notary Publitl tWPL1blk,St&QfNeyft No.M-1Q4844690 Single and Separate Search CommssO�EXPI 3D 3C I,, '2 S bl/L 'd 9D 'ON MHKM� OI110 NCO : [ [ b00b '9 'hdW File No.: RH80040564 CHAIN OF TITLE FOR ADJACENT PREMISES BASF' District: 1000 Section: 038.00 Block: 03.00 Lo 0:2;r100 BEING LOT NO. 41 ON "MAP OF MARION MANOR" FILED 03/18/53 AS MAP NO. 2038. EDWIN H. KING DEED TO DATED: 10/24/52 PETER BLANK AND SON REC'D: 11/07/52 LIBER: 3433 PAGE 289 PREMISES AND MORE) PETER BLANK AND PETER BLANK, JR., AS SOLE PARTNERS OF DEED PETER BLANK AND SON DATED: 03/06/59 TO RECD; 03/09/59 PETER BLANK AND PETER BLANK, JR. LIBER; 4596 PAGE 247 (PREMISES AND MORE) PETER BLANK AND PETER BLANK,JR. DEED TO DATED; 10/15/65 MANOR GROVE CORP. REC'D: 10/19/65 LIBER: 5842 PAGE 509 (PREMISES AND MORE) Commonweal and Title P surance Company Subscribed and Sworn to this 6th day of April, By: 2004. ROBERT GAFFG VICE PRESIDENT Notary Public �CAWEJ.Ma Single and Separate Search W-1rYPuboC.3hteofNel YA Na 01.1046446M Quar�i®d In SUAokCOuMY _ .. Z1/8 'd 9D 'ON O'd3H3�Ia 0 1 il D"o"MW 0 11�ti00b '9 'NNW File No.: RH80040564 MANOR GROVE CORP. DEED TO DATED: 03/27/01'` WAYNE J. MOTT AND MARY OLIVIA MOTT, HIS WIFE REC'D: 04/09/01 LIBER: 12212 PAGE 168 WAYNE J. MOTT AND MARY OLMA MOTT, HIS WIFE DEED TO DATED: 09/06/02 ROBERTS CUSTOM HOMES, INC. RECD: 09/20/02 LIBER: 12210 PAGE 49 ROBERT'S CUSTOM HOMES,INC. DEED TO DATED: 0925/03 CYNTHIA KEEGAN REC'D: 10/07/03 LIBER; 12276 PAGE 465 LAST DEED OF RECORD Commonwe Land Titlejnsurance Company Subscribed and Sworn to this 6th day of April, BY: 2004. ROBERT GAFFG VICE PRESIDENT Notary PubhTMApjNBJ.M0 Single and Separate Search' N NNaM 14404446600 Qu2ra*a1n8&rK009*;'�C ryrdms OM 31,�— bl/6 'd 9Eb 'ON OVDflAIN 01110 NCO : h b001 '9 'AM File No.: RH80040564 CHAIN OF TITLE FOR ADJACENT PREMISES SOUTH; District: 1000 Sectlon: 038.00 Block: 03.00 Lo;. 01440 BEING LOT NO. 27 ON 'MAP OF MARION MANOR' FILED 03/18/53 AS MAP NO. 2038. EDWIN H, KING DEED TO DATED: 10/24/52 PETER BLANK AND SON RECD: 11/07/52 LIBER: 3433 PAGE 289 (PREMISES AND MORE) PETER BLANK AND PETER BLANK,JR., AS SOLE PARTNERS DEED OF PETER BLANK AND SON DATED: 03/06/59 TO RECD: 03/09/59 PETER BLANK AND PETER BLANK,JR. LIBER: 4596 PAGE 247 (PREMISES AND MORE) PETER BLANK AND PETER BLANK, JR. DEED TO DATED: 10/15/65 MANOR GROVE CORP. RECD: 10/19/65 LIBER: 5842 PAGE 509 (PREMISES AND MORE) Commonwea and Title Ins 4rance Company Subscribed and Sworn to r /l this 6th day of April, BY: �j Y— 20D4. ROBERT GAFFGA VICE PRESIDENT NotaryP A. ; RINEJ.I0NG T�aibY Public,Smte of Nm ya* Single and Separate Search No.0140 Qusdr�in StAf01k Coaidy Commission E:�ires Dac.31,�� b1/0 d 9D 'ON OV3HflMI DI11O Wo ll b00b '9 'AM File No.: RH80040564 MANOR GROVE CORP. DEED TO DATED: 03/09/01 CHRISTINE MCENANEY AND 3AMES MCENANEY, WIFE AND HUSBAND RECD: 03/19/01 LIBER: 12108-PAGE 527 LAST DEED OF RECORD Commonwealt and Title I rants Company Subscribed and Sworn to this 6th day of April, BY: 2004. ROBERT GAFF VICE PRESID Notary PuftMiARINEJ,KING Notary Public,Stats of New York Single and Separate Search No.01-10444660 Cuaf6ed In$^Ik County ComNssioh Expires Dec.31,—2-DO bl/k 'd 9D 'ON MH? 3AIN 01110 VIO : H b00b '9 An ' File No.: M80040564 CHAIN OF TITLE FORAD3ACENT PREMISES WEST: GILLETTE DRIVE Commonweal ncl Title Ins rance Company Subscribed and Sworn to this 60 day of April, BY: 2004. ROBERT GAFF i VICE PRESIDE -� Notary Pu AT 4ARIN3J.la h Pebfiq State of New York No.01.1949448M Single and Separate Search .OuslMrdInSO*County Comrinica Expires Dec.31,, 'Z C)a S Zl/Zl 'd 9Eti 'ON MHfltild 3I113 W o ll ti00b '9 0A TOWN OF SOUTHOLD PROPERTY RECORD CARD 38 3 OWNER STREET;, j VILLAGE DIST SUB. LOT 3 FORM ROVV��NER//^ N E ACR. l^I M P7' Wr ,` Ivi R r d ve- r�Z S W TYPE OF BUILDING RES. SEAS. VL FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS guy zo KO ancr ye J-;!;LIrr�Ap " D -L 1206(� 75- L, wses �f6r.�on 600 i 6 3/�7� AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename:C:\Documents and Settings\robert higgins\My Documents\copy D 1104\builders\criscito\The East marion Cottage\Gillette Dr,East marion\energy.rck PROJECT TITLE:THE EAST MAION COTTAGE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 11/19/04 DATE OF PLANS: 11-17-04 PROJECT DESCRIPTION: GILLETTE DRIVE,EAST MARION NY DESIGN ER/CONTRACTOR: ROBERTS CUSTOM HOMES COMPLIANCE:Passes Maximum UA=390 Your Home UA=333 14.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1000 30.0 0.0 35 Ceiling 2:Cathedral Ceiling(no attic) 220 30.0 0.0 7 Wall 1:Wood Frame, 16"o.c. 2315 19.0 0.0 116 Window 1:Wood Frame:Double Pane with Low-E 350 0.350 122 Door 1: Solid 20 0.400 8 Door 2:Glass 20 0.350 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1155 30.0 0.0 38 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building specifications,and other calculations submitted with this permit application. The proposed systems have been d ' New York State Energy Conservation Construction Code requirements. When a Registered Design Professio signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment su specifications are in compliance with this Code. 4 Builder/Designer Date 1\ � 1 REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release le DATE: 11/19/04 PROJECT TITLE:THE EAST MAION COTTAGE Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] L Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] 1. Door 1: Solid,U-factor:0.400 Comments: [ ] 2. Door 2:Glass,U-factor.0.350 Comments: I Floors: [ ] 1. Floor I:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code ofNew York State ,the Residential Code of New York State or I the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ J I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts I"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Cempenat re 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSofiware Version 3.5 Release Id Data filename: C:\Program Files\Check\REScheck\KENNEY.rck PROJECT TITLE:HOUSE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric OF NE�Y DATE: 12/20/03 4 J.DEF,9 O DATE OF PLANS: DECEMBER 2003 PROJECT DESCRIPTION: tr BOB KENNEY km GILLETTE DR, Z 1-' EAST MARION,NY ;`�yA VO 0 5p2 , '. gOFES N COMPLIANCE: Passes Maximum UA=366 Your Home UA=330 9.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 940 30.0 0.0 33 Ceiling 2: Cathedral Ceiling(no attic) 117 30.0 0.0 4 Wall 1: Wood Frame, 16"o.c. 1072 15.0 0.0 67 Window 1: Wood Frame:Double Pane with Low-E 110 0.350 39 Window 2: Wood Frame:Double Pane with Low-E 10 0.330 3 Window 3: Wood Frame:Double Pane with Low-E 17 0.290 5 Door 1: Glass 41 0.310 13 Door 2: Solid 21 0.180 4 Door 3: Glass 8 0.180 1 Wall 2: Wood Frame, 16"o.c. 1136 15.0 0.0 77 Window 4: Wood Frame:Double Pane with Low-E 120 0.350 42 Window 5:Wood Frame:Double Pane with Low-E 20 0.330 7 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 912 30.0 0.0 30 Floor 2: All-Wood Joist/Tmss:Over Unconditioned Space 145 30.0 0.0 5 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Wsign Professional has stamped and signed this page,they are attesting that to the best of his/her kuowlt belief,m4 gmfessionet judignent,such plans or specifications are in compliance with this Code. Builder/Designer �� Y�>, �Jk Date ,2 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Id DATE: 12/20/03 PROJECT TITLE: HOUSE Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: I Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ] No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ] No Comments: [ ] 3. Window 3: Wood Frame:Double Pane with Low-E,U-factor. 0.290 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 4. Window 4: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 5. Window 5: Wood Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ] No Comments: I Doors: [ ] 1. Door 1: Glass,U-factor:0.310 Comments: [ ] 2. Door 2: Solid,U-factor: 0.180 Comments: [ ] 1 3. Door 3: Glass,U-factor. 0.180 Comments: I Floors: [ ] 1. Floor 1: All-Wood JoisvTruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: [ ] 2. Floor 2: All-Wood Joist/fruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ) I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams,and connections must be securely fastened with welds,gaskets, mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I ..F rho hooNo..e..o.,...:o f...... ....�de..id../.le.........vo D....1.........o.n....:.o..timo..1....L i Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 11. Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thicknessfor RVA C Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/29/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Cleaves, Point Construction Corp 90 Country Club Drive Cutchogue, NY 11935 Clerk ID: BONNIED Internal ID:91435 r• BUILDING PERMIT EXAMINER CHECKLIST �' DATE REVIEWED: 9/�/04 APPLICANT: U Yi � DATE SUBMITTED: �b /04 SCTM#DISTRICT: 1,000, SECTION:, BLOCK: , LOT: SUBDIVISION: ADDRESS: Q,,0 t9_CITY: �. M ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED _,3PRE CO ,Y OR N BP -Z/ C/0 Z- , INFO; BP; -Z/ C/G�Z- INFO ,/ "/BP -Z/C/O Z- , INFO.. SINGLE & SEPARATE CERTIFICATION-REQUIRED 060 NOTES: &jir, LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED TS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: 4 ACT. LOT SIZE: �VQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR 3� PROP. REAR REQ. EIGHT PROP. HEIGHT PROJECT DESCRIPTION: hi ESTIMATED PROJECT COST: HIT T/ENGINEER: WATER FRONT? DESCRIPTION: "^'`IEL # FLOOD ZONE: BULKHEAD? - APPROVALS REQUIRED SUFFOLK COUNTY HEALIH DEPT: or NO, (BED#): DTE: /�� 7 PERMIT#:,00-oy ' TOWN SEPTIC RECEIPQYrN SEP CE IFICATION: Y o0 k)IA- NEW YORK STATE DECEC 9/1/75 YES o D / /_ PERMIT#: SOUTHOLD TOWN TRUSTEES: � DTE _/ /_ PERMIT#: TOWN ZONING BOARD APPROV DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE _/ /_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)(FS r NO NOTES: FEE STRUCTURE: FOUNDATION: Oz SF FIRST FLOOR: 19,43, SF SECOND FLOOR: Sa'5- _SF OTHER: SF INIT OTHER TOTAL TOTAL: _� SF FEE FEE FEE 1 30 A SF)- (_ J SF)=-ASF X$3 U =$ +$ /Z +$ _$ g 7� ( SF)- ( SF)= SFX$ =$ +$ +$ = $ ( SF)- SF)= SF X $ =$ +$ +$ = $ 190 FINAL TOTAL: $ r l)-0 T NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Sn`w Load:45 Wind Speed: 120MPH Seismic Design Category:B AA . Weathering: Severe frost Depth:36" Termite: M- Decay: S'1VI` Design Temp: 11 Ice Shield Underlay: YES, Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGIT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N . DEAD:Y/N SNOW:Y/N SEISMIC: Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) it Zil Au LVJ f &a t 1 L:/L. L 4 - APPLICANT: v-rAPPLICANT: nPcis�o`�; Pn�� ar `c,r�-,rte DATE SUBMITTED: /04 /04 SCTM# DISTRICT: 1,000, SECTION: BLOCK: _&_, LOT: tS SUBDIVISION: ADDRESS '( �/e�fp CITY: ZONING DISTRICT: CONFORMINGW BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- , INFO SINGLE &SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CFMATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time afl REQ. LOT SIZE: ACT. LOT SIZE: REQ.LOT COV. ACT. LOT COV. REQ. FRONTPROP.FRONT REQ SIDE S ACT. SIDE REQ. REAR___�_�gE PROP.REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE:_/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: eR DEC 9/1/75 YES or NO DTE: /_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE _/_/_ PERMIT#: TOWN ZONING BOAR,-4APPROVAL: YES or NO_ DTE: / / PEP-MIT#: TOWN PL4"1. BOARD//APPROVAL: YES or NO DTE__/ /_ ORMIT#: TOWN HtSTORICALAPRE(SPLIA): YES or NO/ / NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (--SF)- ( —SF)= SFX$ _$ +$ . +$ =$ 2. (_SF)- (--SF)= SFX$ _$ +$ +$ =$ 3. (--SF)- SF)= SFX$ =$—+$—+$—=$ FINAL TOTAL: $ NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering:Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA:ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS:YIN WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUAOZR SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DTk :Y/N SNOW:Y/N SEISMIC: Y/N WIND: Y/N WINDOW AN4; -OR SCHEDULE: MIs' Z„ REQUIREMENTS: Y/N f E ESS&7 S.F.: Y/N sHT 8%: Y/N VENT 4%: Y/N l l NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: YIN TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) i s. N a SURVEY OF PROPERTY AT EAST MARION TOWN OF SOUTHOLD SU FOLK COUNTY, IVY Po• 1000-«�-f�4-13 V,01 �� 03 ver AECDOM 30. 20 ' (V�OF las' Tar Hol£ DATA 12/:!1/03 QEL 9.51 WW Wm Law OL r as, avow SL sow SW .. 1 ' - za' PALE A"M FPC 7V O"W 44W 3M . 3Tt Pmy s .,aid 1:OIt A g - As �L�i2a:,�lA19 A v $PN MKC�FOR io �,y"r/, :i. M-00,5,� 4 a�x'r.{ v' _ ��.�/� �' � I``'Oss , � IGavOSM AW TO itMD. SW ' DATE APPROVED s q` i � �d fjpmVAL Vol ' F t , c ^ o Pt app I am fdRgOW sOM Mo STARIMR95 FOR *PROVAL � � Gi�'l AMP CC�ISMVCl%aV OF,�riCE` SEWW � p Ao G di$ SYSTEMS POR SJ ,E FAMIL Y ftV!7PX—fS Of NEW on$ iwX o by tho Od�F, *at forth th"In Intl on the PSE y0 ptr�r+If to 4:9not.uct. S�,o��, The fqdoftn of waNs and eaaspoofs shown hereon ore * e �c hvm ftW observation& and Pr frevn doto obtofnsd from others. AMY 0%;VWK OR Af�1 MW 1t�f. SLPWY IS A W&AVOW NIm re eDwA mw "w , 4q6`� R �EETIOW 71G�- .ALG CERHFICH�W(S I 10Nf YAGaD IaGR "SAW". 7HE�Ew OMLY W 49 i W44%'►.-00.OOPO BEAR W AL OF ?W SU Wv W ECONlC 1tORs; . �M'WSi 0*4 nW AAI "M MWOK (631) 7145-6020 FAX (631) -1797 r4EVA FI NS REFERENCED. TO AN ASSVWD DATUM. LOT NUS R WR TO "MAP OF MARION LAKE" P.O, $OX 9179 Al i }1,3s4 FILED IN THE X#MK COUNTY CLERK'S OFMCE 1230 TRAVELER STREET e� ON MARCH FA 1,960 AS"FILE NO. 2008. SOUTHOLD, N.Y. 11971 -3308 ' FEB 2 3 t► �'� SURVEY OF PJWMTY AT EASE' MAIN TOWN OF SMJW LD SUFMLK eQMMY, X Y. SCAM 1%4r \ `9 ax M RY t42005 1CONNL F'WM ND •may ,.,_ ?. ti d rM 0, gab - ATA V ri r..p.� tit �„ �t — �" a. — ad Meow SALLA SNo sY Z`R , PALE SN M OW 717 MOW 14W SW © At' � M6{7ER w PA![[IFONN PW 7V004MtAA10 9w �qqq • wft A / yfs iJ •7T ti Vol X F�z.rl 3&103G41177 G *5i+(` (PI°` CERTFEDD TOa PECOMC ASSTRACT M. 1 31 G OIF 1 am familiar with the STANDARDS FOR APPROVAL �a � ? ANO CONSTRUCTION OF SUBSURFACE SEWAGE t ox DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES (�� , vAd wX abide by the conditions set forth therein and on the permit to construct. { SOF NEW y fat.MEr?Q�Qt. The location of wells and cesspools shown hereon ore from field observations and or from data obtained from others. ANY ALIUATION OR AD0177CN TU THIS SURWY IS A WOLA7I01V OF SEC7XN 7209 OF THE NEW YORK STATE EDUCATION LAW. r AS PER SECTION 7209-SU$DINSIAN 2. ALL COUInCA77ONS N OW ARE VAUD FOR THIS MAP ANO COPIES THEREOF ONLY IF 340 U49 OR COPES SEAR THE A02RESSO SEAL OF THE SL+ WYOR WOW SVM RM APPEARS HEREON• �� )rAX �".. ELEVATIONS REFERENCED TO AN ASSUMED DATUM. LOT NUMBERS REFER TO "MAP MARION LAKE' FILED IN THE SUFMK COUNTY ERK'S OFFICE S ' AffA=1t,294 SQ. FT. ON MARCH la 19M AS FILE NO.' 2036. IMV. 4 i SCDHS REF. # R10-04-0029 N � PLACE )LI D SURVEY OF PROPERTY AT EAST MARION (VPCPNt) TO WN OF SO UTHOLD 9Z�' SUFFOLK COUNTY, N, y, 01 39 1000-38-03-13 � cPN1) SCALE 1'=30' o (VP '918 PES Jo.V DECEMBER 30, 2003 FEBRUARY for 2005 fCONC. FNDTNI o. "'Jos Ln JAN. 34 2006 fFINALJ SEPT/C MEASUREMENTS 0 NAS `� j0S i 4- TEST HOLE DATA ''4Ell�B �o.s' Z r �` 12/31/03 ST 2/' 28' N� ` `/, �o r0 L.P#1 27' 26' 5 e3.9' p DEQ EL a.s' -- o.r DARK BROW LOAN a. LP#2 ^v cr ' ~ Z.0 4 z RRObW mcry SAND Sw 3/' /5' a c� zs LP#3Ito A O'N �4.r. PALE BROWN nNf TO COARSE SAND SW Yy9' / O WA/ER IN PALE BRO°N nNf TO COARSE SND SW 17' 1. A,,L �/ A /:-,/-A-1 3 f /j7 F'� 8151 (PU�c�WP1ER) I om fomi(ior with the STANDARDS FOR APPROVALD' N CERTIFIED TO, AND CONSTRUCTION OF SUBSURFACE SEWAGE °.4' �,5� 10"W PECONIC ABSTRACT DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 31 FIRST AMERICAN Tl INC,IN and will abide by the conditions set forth therein and on the °'° e` 56 �D` L ,,, R) WSURANCE COAfPANY OF Permit to construct. (PU90C NEW YORK The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY AL MRA77ON OR ADD/770N TO )H'S SUR�£y /S q ypLg n OF SECTION PER C7 THE N£W YORK STATE EDUCA77ON LAW. ON EXCEPT AS PER SEC170N 72og_SUBD/NS/ON 2. ALL CER77F/S MAP AND CA170NS �EOF NEw SA/D£MAP OR COPIES BEARVALID FOR I7HE MPRESSED SEALOFCOPIES E7}IE URVEYOR 9��t.M@T2yOph WHOSE S/CNA7l)RE APPEARS HEREON. ELEVATIONS REFERENCED TO AN ASSUMED DATUM. AREA=11,294 SQ. FT LOT NUMBERS REFER TO 'MAP OF MARION LAKE" £CONK S R 0' ` 618 FILED /N THE SUFFOLK COUNTY CLERK'S OFFICE �631J 765-50 0� RSr.. ON MARCH 18, 1958 AS FILE NO. 2038. P.O. BOX 909 1 g 6 1 97 1230 TRA VELER _ SOUTHOLD, N. Y. 119 -243. SCDHS REF. # RIO-04-0029 SUFFOLK COUNTY DEPARTMENT OF HEALTH SEFN ICE: APPROVAL OF CONSTRUCTEC,"0Pv'-'f7 Date=QM R`°-oy�oz9 yp, SURVEY OF PROPERTY The RNase a -' A T EAST MARION besac{ac., TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 00 Z / 1000-38-03-13 SCALE. 1'=30' 1,01 Nth DECEMBER 30, 2003 t14W' 1st$ e 108 FEBRUARY 14, 2005 (CONC. FNDTN) N E! JAN. 3/, 2006 (FINAL) Nr60A97 10�� SEPTIC MEASUREMENTS �0-aE 105 g TES HOLE 3ATA T `O� EL 9.5' DARK BROWN LOAM OL A B E� ?tea/s 1 -- 0.51 �� — BROWN SILTY SAND SM ST 21 28' �, ¢d v -- 25' L.P#1 27' 26 CO Os A Y-41 y� ✓ PALE BROWN ME TO COARSE SAND SW LP#2 31' l5' 4-` � d�A.r . 9.2' L i WATER IN PALE BROWN nNE TO COARSE SAND SW #5 Vol 3g / �f+/y� ��INPIER� 81 T CERTIFIED TO, �c PECONIC y�/�7 .1p"w FIRST AM L1E U c� EL 9 4 A.'S1 '( 3� INSURAN OMPANY OF I am familiar with the STANDARDS FOR APPROVAL A c,6 X01 OtIG�R) NEW YOR DEC 2 2 ZU06 AND CONSTRUCTION OF SUBSURFACE SEWAGE e a 041-SIG DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES c�• `P�8 and will abide by the conditions set forth therein and on the g permit to construct. 3 � The location of wells and cesspools shown hereon are �E from field observations and or from data obtained from others. Co�P *��,MET2G� ANY ALTERATION OR ADDITION TO THIS SURVEY IS A NOLA710N �,,•_ry ,ry OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. 4 � EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ki NO. 49618 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ECON WHOSE SIGNATURE APPEARS HEREON. (631) 7 1) 765-1797 ELEVATIONS REFERENCED TO AN ASSUMED DATUM. LOT NUMBERS REFER TO "MAP OF MARION LAKE" P.O. BOX U+� AREA=111294 SO. FT. FILED IN THE SUFFOLK COUNTY CLERKS OFFICE 1230 TRAVELER TREET ON MARCH 18, 1958 AS FILE NO. 2038. SOUTHOLD, N. Y. 11971 04-2.43 N SURVEY OF PROPERTY A T EAST MARION CYAOANt, TOWN OF SOUTHOLD C SUFFOLK COUNTY, N. Y. mss oo \ 1000-38-03-13 ?'" / SCALE: 1'=30' L0l Pg) % DE 30, 2003 CvA� $ P °° N � ST HOLE DATA Ell 12/31/03 DARK BROWN LOAM OL 76 STONN U FY SAND SW Ate ' -- ; A PALE BROWN nNE ro COARSE SAND sw Cijl I 7 G Q v WATER W PALE BROWN FW TO COARSE SAND SW 17 i .i•• 1��y 1.� kL� K .w � C$ s' �• O�G Y!P MG m familiar with the STANDARDS FOR APPROVAL , 1,01 tAGO) �POSAL SYSTEMS FOR SINGLE OF FFACMILY RESIDENCES SEWAGEoA (PUBL�G Of NEWy I w#I abide by the conditions set forth therein and on the S�Q aN�. McT?Q O,py mit to construct. t laeotion of wells and cesspools shown hereon ore * 3y>Ips m fleid observations and or from data obtained from others. �� o ' AL?pArOV OR ADDIWN Tib. "S SURVEY /S A V70tA77ON F H, e SECTION 7209THE.OF NEW YORK STATE EDUCA77(7N LAN: 496` EPT AS PER 9ECOW 7209-9U@f OSION 2. ALL CSTWCA77ONS s 49618 VON AFW VALA7 FOR THIS MAP Alfa COWTHEREOF ONLY IF ) MAP 04 CQPFS BEAR NE /MWtESSED SEAL OF THE SURVEYOR PIECONIC R YORS P.C. )SE• SIONAnW APPEARS NEIREbN. (63T) 765-8020 FAX (631) 765-1797 "VA TIONS REFERENCFO TO AN A.SS71MFn nAT1IM. LOT NUM8ERS REFER TO "MAP OF MARION LAKE" P-0. BOX 909 GENERAL CONSTRUCTION NOTES t 20. Glared openings In wind-borne debris regions(Drove 22. Design Load Information: . i� Nailing Schedule for lateral and shear connection requirements in Exposure-BBC 1. All work ski conform to The 2002 Residential code of Ig. No backliti shall be placed against the founJdfoe w/W wlshlm hurricane prone regions within ons edge of the A. Ground snow IoW: 45 per - Number of nail spacing NEW YORK STATE, Load Building,Zonis 4 The until MI floor tramim ls In lace or brace foundation Description {, { { P coastal mean high water line whom bgaic wind spat Is b. Rooms other than sioepleg; LL-40 pd and outer lhbd rel Common nails New York Slate Em Conservation Constrmlion 11. Double ols o under parallel mrddons and under 110(mph) 120(mph) 14Y 1 D P 110 dlln per hour or greater or 120 Wla per hour,shill UIrlOpsf ROOF FRAMING Code. ALL CODES shall supersede drawings and shag whirlpools. Double Moofea Mme around all opemiage In Spur t the requirements of the large missile test of ASTM C. Sleeping rooms: LL-30 pd and DL-IOpsf per rafter\� Roller to lop plate (too-nailed) 4-Bal 4-ed P M Incorporated tato drawings whether They an and roof travelog. E 19%and of ASTM E 1086 reforeuced therein. d. Roof:LIrJOpf and.pf.-10 Jur Ceiling joist to lop plate (toe-nailed) 4-Rd 4-8d per jolsl Indicated an the lam or mL 12. Metal Ouhin shall be provided were concrete souls Gelling joists to parallel rafter(lace-nailed) 7-1Sd 8-16d each lop p l P (RJOL2.1.2) a Roof with cathedral ce0lmg LL-3gpsf and %�- 2. The reference standard that win unlined Is The design of wood, and wen decks abut home fnml I ji _ Ceiling joists laps over partitions(race-nail) 7.16d 8-16d each lap { °8• a. Exception: Wool structural panels with a UL-ISpxf 1/4 total % ' Cotler lie to roller(face-nail) 3-8d 4-8d per tie cite structure is The American Forel i Paper Assoclation 13. Joists hougen required at a8 flab structural load minimum Thickness of 7/16 Inch and a maximum f. Decks k ealedur balconln: LL-60psf and acpu,,mit.. 11 ' -:Oxy Blocking to roller(toe-nail) 2-Bal 2-0d each end (AF&PA)wood fnmeromlrwilun msnoal for ane-and bearing conditions. span of 8 feel shall be permitted for opening llL-toper 1/3 in -� Rim Board to rafter(end nailed) 2-18d 2-16d each erred two fondly dwellings 1995 high wind WITbo(000-890- 14. All habitable roofs shall be provided with aggregate protection. Panels shall be precut to cover the g. Gardndh and housings: LL-200psf d°I'll,'Max. 1/3 Joist -I -i Rafters to ridge, valley or hip (toe-nail) 4-1 Bit 4-16d per roller 7732),THIS MANUAL okl'M Incorporated Into the led of a midmum of 9% of the floor arca of that d.pu,,sox. ' Rafters to ridge, valley or hip(face-nail 3-1 ad 3-1 Bit per rafter Po same, {toesU openings with Attachment hardware h. Allle without storage: LL-10 psf and DL- IOpsf 1/a Joist drawings whether they an Indicated on Ike plans or mt. ruts The nddmum opeeabk am(veetllatlee)shell M provided.Almcbmeat shag he provided u L Mile with storage: LL-20psfand DL-101nf death,Max. WALL FRAMING 3. Written diminutives shelf take precedence over sealed provided al a Wdmum of 4% follows; Top plate to top plate (face-nailed) 2-16d 2-1 ad per fuoll dimensions. 15. All door sod window handsome to he 2.2x10 unlers notal J. Seta=le design gust wind C Figure 3.2a Solid own joint and railer noter.hrg maid twelaig limits Teale 1609.1.4 k 3-esc0ad Jeslgm gest wind mpoed of ty;0 mph t Z Top prates el Intersections(lace-neUed) 1-1Bd 4-iBtl joints-much side 4. The emolnctar prior l°sbst of coutlruclloa ehefl verify olMrwbe. Frteutr SebsJule for wool nlvwoW mmml: � Z Stud to Stud (face-nailed) 2-16d 2-16d 24"on center all dimensions,existing or new and be res mible for 16. Vent dryer to exterior and bslhropmu shall have ' I Header to header(face-neUed) 16d 16d 16"o.c. �aiong edges Ito ry Fulemer Pavel span Pavel spm Panel span LL O Top and bottom plats 10 stud 2-1 ad 2-16d per stud Neal fit. maheukal von W ion where an window he provided an Type lass thew las thaw lea than/ _ Bottom Plate to floor joist, bond joist 2-15d 2-16d per too0 S. All tectrical and plumbing shall confirm to all State; separate switch. Equal to 4' equal to 6' equal to 8' ENERGY NOTES - Built-up comer studs 10d 10d 24" on center local,many coda,and ski be Imputed and approval 17. Guardrails am required where the difference IS g)Y{Is O Built-up girders and beams, 2-Inch lumber layers 10d 10d by the{evening agencies.General contractor shall be mon than 30 Inches and openings In{ardi and to be 4" 21/2"X06 wood 16" 12" 9" 1. The Architect cerlifln that to the bat of his knowledge, Z ' 1 1 n°:•'1 u, - f Nail each layer at 32'on center at lop and bottom of "°"""'/""� And stagger nails.Two malls at each and and at each spline responsible for all 1mtaWllem,metartols,desl{a,els. (Inches)mealmom HaWswils aro ngniral on shin with Screwu or lOd bailer and profasleoDl Jedgement,the drawings are in mens..•..v.• 6. All foodogs shag beer oo virgin,aWYlurbed soli with a 2 or mon shows. (8316.1) OW-1/3.1 j1,•r u/s°, =alta compWnce to the fZtyckeck report for the New York Z„•, ......°..h I u°I.nmamm. FLOOR FRAMING minlmom Marini{eepmlty of 1-fns per sgraro foot. 18. Smoke etormei Shah M provided h each sleeping room, 2111 09 wood 16" 16" 12" Slate Energy Conservation Construction Code eflhellve 91 Z er olsll a/bI 7. Poured ie plea concrete shaft have an ultimate outside of ash sepahN sleeping gree In IM Immaltole 9crsws July 3,2002. 0� al,.al.amu r,•I..,aa.r.. Jolsl to sill, lop plate or girder(Toe-nail) 4-8d 4-Oil P O .sit+ Bridging to joist(Toe-nail) 2-Oil 2-Bal each said compressive strength al 28 days of 3000 i except vidnit of The bedroom and on such story of the °oub1 nes+ Blocking to joist(Too-nail) 2-8il 2-Otl each emd P { Y pal, P Y ry Tlsls table b breed on• maximum wIDJ speed(J-aecamd gold) 2. All HVAC system ahDfl nncet lbs NYS Energy Cada !f Blocking to all or lop plate (Toe-nai0 3-16d 3-1 Bd each onto exposed dabs,ganga slab and steps shall be 3500 psi. dwelling,Incl Wing beiemest and cellon.Ab rms shag be of s 130 mph and a 33-foot memo roof height. sMg be IM respomibL*of the General Contractor to Uj U, --_` -,� `,"I.•++• Ledger strip to Beam(Face-nail) 3-18d 3-16d each)allot (8402.2)Concrete thing conform to IM total ACI lolenomnected and Wirehaired to a mmmmbd opera. . Fmfeaen shill be Installed at opposing ends of the wood subndt the Design and drawings of the=chemical ZI nems...sit" ) _ Standards. WHENEVER a alteration,addition or conversion ls strmtenl panels. system stamped and mended by a pmkuPoml eogineer if 1- �_ ` Joist on ledger to beam(Toe-nail 3-0d 3-0d per j°ISH LL' Band Joist to Joist (End-nail) 3-1 Bd 3-16d per jolslt S. Joist and Rafter Frandng lumber dull be DOUC-FIR 02 nude to an existing residence,the smoko detection . When actions on attached to memory/*loan,they shall he rcgdrgl by Ihe owger qr bulldia�dspanlmeot. I LI,. , Bend Joist to sill or lop plate (Toe-nal0 2-t6d 2.1Bd per r°°Il or better, E-1.6,Fb-87S i,repetitive m other 1006 L system of the entire raMemn MUST be brow hl o to __� pM Y { P attacked utlllslo{stbntioa mbina aechon having■ 3. All glans to M double Immo41a1 with LOW-E glaring and '^ J FLOOR SHEATHING shall be attached with a minimum of ad common nails spaced at a maxlmmm of B Inches on When sed u duds to rental wind kinds Fb-1la+pi code,hordwired and Interconnected. (8317.1.1) milalmam ultimate withdraw capacity or 4"pooeds. a U factor-.35 m•rlmum. 00 panel edges and 12 Inches on center In the panel field. 9. Basement with habitable space and every sleeping room 19. The AmWtest shelf vet be In clause or responsible for The Ilome Owmr Is rapomible for affecting the plywood 4. All exterior doers(Ina.BuemenQ to be Inveigled with a WI shall have at legal am operable emergency maps u tat construction phut of this project,and for pa ick to the windows and own during a storm, U-.35 maximum sod they shell be wealMr�dripped- Figure 3.21, staid notching and boring limits - ROOF SHEATHING ATTACHMENT REQUIREMENTS folbws: Minimum mt clear opening of 5.7 square feet, interpreting the construction drawing,Building to CODE Maximum nail spacing for ad common nails except{mile floor openings to be mWmum ml clear end observing the'guanNly sal gWity of work kin Self-calming Dud On pled doom were required. n 110(mph) 120 (m;ph) • rAeu nsoinld //y--�� v/ Sheathing location' spacing at panel at Intermediate at panel at Intermediate opening of 5.0 square fain Maalmom sof helsht to be 44 performed, TM Archlint shefl me have control over or cl-o-Mnc un eeatn�rluc nasion c"Itcnl� t�r, J Edges supports Edges Supports inches above floor.Mlalmrm mol deer opening Yeight or ebsrp°f�ud mb�ll vet M responsible tar the eRcx.M wren WIe 16 "-OST TO OAMAae 190N wrlreR Ice eNicn.o rU;Jt� Interior Zone 12'o.c. O' 12' 0' 12" 21 Imhes,mkmum ml eleer opedq width to be 20 coutrwiles mean,an"$,tabolques,and sequences �+ IJGN$N DESMON RADMAYhaWT NA�Dce , to"o.c. B• 12' d' 12' ,24 Incl (11110.1) or psoeeJara. LO,AE, x®fapN Xi aowY ,..+,caw •• mwn wAr tern RerxIIMO T I� .L f Perimeter Edge Zone 12'O.C. 0' 12" B' O" Y - *x 11• c rAwe •'b' ••,+ a`w'e.'R j° AS wA 1 1 l 1 1B"o.c. O' e' 0' 8' Vr^ Q,1 WALL SHEATHING ATTACHMENT REQUIREMENTS V Maximum nail spacing for Oil common nails 1114'x 20 gage 11/4•x 20 peps 1114'x 20 Fagg G185 110 (mph) 120 (mnph) ht Shap with h -ad siv. Strop with 8d pale. Sinn its In -Bal Sheathing location Spacing al panel el Intermediate al penal al Intermediate W 0 eP - Common malls in each Edges supports Edges Supports /� Common min In each Common natio In each End ® 18" to center. Interior Zone 12'o.c. B' 12' 6' 12' / End ® 18'on center. End ® 16"on wailer Or d each elude Lap I d'O.C. B' 12' 6' 12' 1p Or d each AA69E I( tai f„ ser E�-�H slop under bottom of Yl Wrap over rafter and srJi9 sill and nail. 4'Edge Zone 12"o.c. 6' 12• 8" 12" f 12 null each side. 1 B"o C. 6' 12' 0' 6' VA,W b)I I y. I►"p'° 1, For roof and wall sheathing within 4 feel of the perimeter edge of the mor, 7, Including 4 feel on each side r (q- , , of the roof peek, thA e 4-fool perimeter edge zone attachment requirements shall be usedl. Ia.AJ 7 1 1 IV TO 2. Fasteners for Asphalt shingles shall be galvanized or stainless steel, aluminum or copper S4J roofing nails, minimum 12 gage shank with a minimum 3/8 Inch diameter head.The fastleners - (.IA1 L TO EC+c'-N Slt.l, Rafter with H-2 Tie ld each shall penetrate through the,mof sheathing and comply with ASTM F 1887. x, a(-' TYPICAL AN .HOR BOLT' E rw8h 5-Bd nails in each ppj . Ep.CH SILT- M"x23'coor8/8"x36'oc- Vit minimum embedment of 7,with 3'x 3-square washer. Hao IT r�� "0-U-r.F.�q'oe. TYP.f+•••P/a•Mi off contain and hold 4'to12'o8IL CONNECTN)NS for ROOFeach end of each sill plde.IINDEPNR ASCFATim atr. .I✓ of Ge fs+- ;� - r�pEB OF Rafter-tO-Ridge connection FaundeHon-Sill slate-tawall connectionCL ;IN ^ODES FtC Jyf Rid et are not ra uNsd NE'J. NS OF _ Whencoil Ys raps qAS NOTED • r what conn u p nwnrd 02x4 lumboAPP V AS FE . tJAIJ,- klAw Located kytlee upper Third of Nm slllo space 2.Iloilo HRs ,�L{{,, And atlsllMd to each peek of nonan. 1 Lin'x v. a it /i e B.P.N d6, _ 5011 OLUTCWN7.BA dptaFT ON DATE: rleuflot, `f 2.11tr b %''part - d N. shop its at By � y(��SOU'NOLO TOWN P A.NNING 80A 9� o�w l w r 2•ysuc u�s•Tf Nall each end of caner tie with 5 Od natio I 1114'x 20 gage FEE' � -0d Common colla ni gsly. Step with'.y�1�.W / 11N'x 20 gage NOTI Y BUILDING DEPARTMENT AT SOUTHOLO TOWN TRUSTEES 'f(II•, pn�e. ��Is tlaebwa7 16'on wailer wrap Common nails Itch fight. Sfnpight In each i 765-1802 B AM TO 4 PM FOR THE �� N.V,E.DEC 012-undsill end rill I-IAJ LJ To Common 0A In each j; aI2 AT E Aha l STUB PlOLK TO EDGF-� End ® 16"on center. End IM 16'on cliqnler. J FOLLOWING INSPECTIONS: GOIJ TIT tJ OSI 'i �� G2 AT EA[tt grrJO ordorz siLvi , f 1. FOUNDATION - TWO REQUIRED �!~� T�'I rG� - Xur7 r FOR POURED CONCRETE PLUMBING 5r�a.I I� � h„ 2. ROUGH - FRAMING 3 PLUMBING WASTE � '� 2rr{T'P t1, ^- ' 3. INSULATION ALL PLUM LINESNEED - - 4. FINAL - CONSTRUCTION MUST 8Wp'fER COVERING I GiGp-e.rJS (�� "( I-� * ILZEW�„� ��J•Jr BE COMPLETE FOR C.O. N'I"e%TkC-b'e wv.17160a �160� , 1, � SEE o.gwE '1•tto,a. IJAI1. ql PeajHg-'rs•R- T'y� ' Fl.ff_,yry ALL CONSTRUCTION SHALL MEET THE TESTING BEFORE A REQUIREMENTS OF THE CODES OF NEW VpM �I� (N 'IpII f_ rLyO� rl. /y�\-\ I�A�� D YORK STATE. NOT RESPONSIBLE FOR TyPr N ;�,� DLL II \ }J,6,11i 11J(/I ` DESIGN OR CONSTRUCTION ERRORS. v' Ho�1��?4N✓ �io �l galv.1114•xrop ill OCCUPANCY OR 2YZ RN I� Com on nils In each, EISUNLAWFUL 4 r• 114.1^x+'• �f r'�A� 2riq End @1nalnc center, I UMBER CERTIFICATION USE iMi.ASBId+• W O°Ip 9?I f lsC l I G a f End te^on wnnr, a / LEAD CONTENT BEFORE WITHQUT CERTIFICATE' veo c`u r , 2 Lpmw 1 TDR I°, G, �, �J 1211 SII IPeo' l I 1 TS l ( nTIFICATEOFOCCUPANCY k'+Ar t+ I1t1 Iq• I6d t.} OF OCCUPANCY _1r,.T=tr, eco. SOLDER USED IN WATER 2 2"'•NOA f�Ak LooKrsl�T SUPPLY SYSTEM CANNOT 114'._oaww 4.w jbj,vc Ic Foundation-Sill olatte towall connection Wall-to-Wall COnneCtiOn EXCEED 2/10 OF 1%LEAD. Ct r ftfy %W A'aeuJ , At garage wale I Mty aac,4 �JO l(� CERTIFICATION OF r _q"q yx Io tJono E 119 Gt Aob L16 NAILING &CONNECTIONS y I�S.a WWIL eK J ( Ya+ f _ t j REQUIRED. it Car oaimed = /K ,. ;, rL w av ev v2M hPr�GL R�TAIN STORM WATER RUNOFF y r�uµru! tA• arp t. OL n �� k� �./e N f�T I f(� (7 _-TA l L PURSUANT TO SECTION 45.10C '06 w,v co �`lur(vrl'i LJ i J�'�(O p� b�'.'f �`I � - OF THE TOWN CODE. y.�a e� i to CIA w,,hl•ver, .(c� SfJ% Q ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE AV41'6-R To Cvb•IEJ�AL A ere: ,� r yrpFjDA21� WpO° 0.+aK �Odul JE (AIL �� _-� �� Fi'hTEJCR. UPLIFT CONNECTIONS H r1/ a CODES OF NEW PORK STATE. 1 FLOOD ZONE �:FQv hrt-et-1�J -i5 _ COMPLY WITH CHAPTER"46" - Some details may not apply to this sal of dnwrinps aff3 Ali FLOOD DAMAGE PREVENTION 2x4 Cmilnu°n, Steil straps; ASTM ASO$ tirade 33, excepl.wdhsn �� 'F�V�� •O.. •. FOOTHOLD TOWN CODE. lot.el ban.. .4 e•a.a. Tm.a a,caning taint In contact with concrete use 0-188 Only. Stretp. 4 x ?0 6PliB 1 .a,# " �Tt^ ru C3 Mal 1/ 1 ^sic 4'e DO NOT PROCEED WITH mile End Tnu. _ +' 3 FRAMING UNTIL SURVEY -` 2.10,1 Nan. --- Uplift connection details on Dw4.1 Indicate uplift connections 64ALw, 5?(t w� Wit OF FOUNDATION LOCATION 7�-��. -Lao2 o rl0 C- I L Ij 6 (/ To transfer uplift loads from the roof asaslmbl to the foundation. HAS BEEN APPROVED, ENDWALL - - - - Y �"I STS BIN E Install at all beating location In accordancrs with the details or y"�d �a .SO-ad Noll. -_ -_ Inalall according to the VYFCM Manuel. A A The lift connections for this structure Wins design under: ~ ed Caobf Nage al 10 a.a. 1 ,� - BLOCNINO uplift 2��'I 2"x4"Block milled to each BLOCNINO-< 1 91�OII CG Exposure B category laoM with 4-10d nail+ 1, da - - - - In a i0-mph 3-second gust winds asst m Gyps,"acted / 9 RECTION A-A Using the WFCM 7ttYti hgh wind ,F�l{roJ� �,.I I Y)O I�✓YXJI2' (-� '�,bxtx� EQ 5J Coolu Nulla at 7"a.c.- i , -To 7TJ 10 cop 1� e�-'T I res r� 10-SJ Nnll. a architect Ins not been remhed for construction E..nwanelml• A'( '1`Jbel 9*-Tf,12.I0AL phase of ibis protect Including I supervision during I 0PEIJ II" L1 construction,contract administration, Impacill, or observing The quality and Flgun 3.Sa C0111119 lsracbfg Gable endwetl Figure 3.Bb Floor bracing ondwall quantity of lire work being performed. z z Q A� U1 � z O UUj V z d A ----- 41'-0" O N TYPICAL PORCH FO LU O 2x6 deck Motet a girder oc ` 18'-bus" 5'-l' 27-Bus° AND NAILER /2-2x6 treated girder over sinkwith OI char bbofpliandow Wood d ck with Factory Bulit fireplace Inserts shall 18 -bus F".71141'-0° 22 Bh "- Framer to verify enterlln4 ut ---------------------- II be installed In accordance with p y Nlldar. 36 high woad rail I ----- ------------- --- end step to gradeoshall--- --- installed with section of GodeA ------ -�,_ - 3040 3050 3050 904q Temp Glass �_--- e _ _ .P__°- ° I - O JU N _ a ° , f 7 6 e _ ----------------------------------- L 2-2k10 FLWS ----------- --- ----- - -- o - 0 p - W-{ •If Closet / I I ° ____ __ ______ - 1 KITGNEN i�,A�l�A�l VR/ 6 -I 10'-8" I 'll' I 0 I Provide 5/ ° TYdPE��Cvel the Rated urnac � '� iY 45 8" sum wall d b m 1 ' Q 9' CEILING HT IF 515 O 15ATH %1 '- ae per New �or� state Code. I . m (�� a BASEMENT ° n Q; �I a2 7 with Section 8506,1 Provide b Idgl ng 0 �o o of _ VAULTED CEILING m ^, es mer code t Ical ail a ons. LIVING ROOM 4 � e X11 �i p yp ( ar +• O 3 deco loco v " `zIL2_ X91! ' LVL = ___- 4 u - O _ - = Bedroom) "1 = P - i '_ ___� N m " FLOOR JOISTS a 16' o.c. Semoke alarm m� �� "� �'p 1 _ ---3-1/2" x II-1/8" LVL-- O � � 24"Px 24L FOOTING/COL ck,0o red I II,------- -- 8 UP 15R 4' „ 4HIT N � "- -- a _ I -- J � ------ I � __ � g p e I � > 4*i r _ _ 4 r Diameter rsteel icolu column, _ 2X10 m -_-_-_-_- - 0 9� CEILING HIT �" ' D -- _ __ 0 -- a 3-I/2" x 9-1/2 LVLT N s FAN 3usll a Sus q Point 0614 UP _ ,2xI o , al I, 2,2x10 p r 1 DINING ROOM � �, � � °o -' i Load ( _. - I � I g z ie ,' Y, Above m o 0 9' CEILING HT X LL _ -dal q P 3 315 ENTR7 " \ Q 4 5'-Olt 5'-O 3'-3 } „ 9j 0"O 4' S ri ° ® SM KE �LARM p • �D•' , ' tV a0so 3050 •n v°" _ , __– — __' ------ L46 .' _� a ° ----------- ------------ ----------------a •• - TOP OF TYPICAL PORCH/DECK FOOTING I �` ' 4b'L WALL 2x6 deck Joist a 16" oc 24" x 24" poured pier Footingto girder porches 1 ---' - - --- -_ _- '-- --- --- - --- II IIO treated virgin *oil covered e 3 -9 SI_OI 3• - -- - - -- - --- --- - -- --- ' -- f- I---` - - or @" cone. Pier feN' deck*, 4" c et 3'-9" 5'-O° � 3'_g" CORD NS --------- - PORCH 140 A � � _.' —_ x ate Ir a------ ---, - - _ -Sae datNls,on olryliping-1 far -- -- -- -- - re�'e>--f- strapping and upltFt eonrtteitlons. i2'_6" 2x6 Raftere I6" oe 22'-D" Drawing- 12'.6" „ 2x4 Ceiling Jotete I6 oc For details 12 -6 2'-O IB'-O 2'-O 12-6 41'-0", Electrical Note: ypical Naller 4? 3 v T; TYPICAL ANCHOR BOLT h _ All electrical equipment and wiring shall be Installed 2xB or 2x10 treated nailer IBA5 MENIT PLAN 2 star Ih" a 24" on center- minimum rn 15T 1=LOOR PLAN In accordance with Chapters 33-42 of the Residential la bolt to Frame with us" bolts ewe `F a y y 9 A WINDOWS, FWH, FWG p g „ embedment of 1 with 3 x 3 square washer. a Code of New York. At 24 on canter with taco " „ 9 S-Smoke Detector Plans Indicate ANDERSEN aeries 200 S-Smoke Detector Hold 12 off corners And hold 4 to 12 oFF Or use 2x2 lodger board, each end of each 6111 late, lift strap x T� C-Carbon Monoxide Detector model numbers. Provide LOW-E Blase G-Carbon Manoxilde Detector Epi p � � Refer to en. note 018 Refer to gen. note 018 �" � iii connections at all bearing walla. • See dwg-1 <[ Substitutions made upon me�atln NYS Code, a Son. um ink ote: �� ^� �� p 9 ?' so—, -4ats •-9 44�20i, The PlumbfM System shall be installed I " ¢ x YPiCAL FOUNDATION In accordance wath chapter* 25-32 OF the N t;, o " r owed concrete w o I6" x8rGr©ne ate wall Footing, residential Code of new York ° exterior Damproofing as per code section R406 U 2-2 x 6 treated sill plates, Sill seal, Termite Shield. All Foundation walls to extend to virgin Boll and be full height walls or construct step, footings as per code R403.1,5 Vent Thru Roof Z I LAY r-+• Tub/ WC \ Shower 211 3' / A i A 2„ _. All SI•nk DW LAV LAV Txtt wC wtall ehwr �M WC Whirlpool _< �� % .� 2 I-I/2" 1-1✓2 .�. 21' 3„ 2„ 3„ 4„ FAI iro a ROOF PLAN CO co co CO >� >\I SCALE: 1/8" = I .Oli 4 CIHT Approved Sa ttary System .... PLUMBING RISER DIAGRAM . Not to Scale � - TYPICAL ROOF CONSTRUCTION Clams A Asphalt roof Shingles 4Y-GJ„ with efx rasteners per shingle Installed ------------------___'_.-------- fn In accordance with Section R905.2 or A �- the New York Stator residential Gode. Ridge vent Ice a Water Shield per Coda section R905.2,1,1 15 ridge beam one size - T 15 Lb Underleyment Felt, I' V larger than rafter dimension - _ - Framing As per plane with 1/2" exterior grade plywood / LU 2x4 s 16" oc O O 3049 �- - - - - - - - - - - - - _ _ _ _ _ - w4e- - _ _3�4$ _ _ _ _ _ _ _ . Sheathing, Nailing to framing In accordance with the fastener schedule and uplift Strapping details on Drawing -I, / TYPCIAL SOFFIT CONSTRUCTION, R-30c Batt Insulation CL f4 -91ri .—. ATTIC / 12 2 x 8 raft re a i6 oc R-30 Batt Ineulatlon 0 8" overhangs-typical - _ 2x4 collar ties a 16"oc n a : O" x8 CEILI G 01875 A 16" o.c. 6" Wood fascia s 6" Wood rake boards. 12 f Full Frieze Boards, s - Closet OPEN TO BELOW o 8 Vented Vinyl Soffits - - - - ar � "p s 8 Bedroom 3 ' 7. TYPICAL EXTERIOR WALL e' 15'-1" - smoke alarm Si M ' B' GHT * 2 x 6 Doug-Fir Wood Studs o 16" on center. Q Bedroom 2 d p IY it 1µ Double top Plate and Single Sole Plate, in smoke alarm Closet 15 �edroom *2 Q X Q oC Exterfor Grade 1/2 Plywood Sheathing-eee Q j smoke alarm It LIN u Fastener schedule on drawing-I, tyvec House - ' - - - — - �1 Q 3 s 9' CHT 9 railing Wrap or equal. Cedar perfection white Cedar shingles, - -- - '� uplift Strapping Installed in accordance with BALCONI' WFCM 1995 manual and details on drawing-I. -19 Batt R-19 Bats- ----�-- 2-2x12 Ridge 99 W}I insulatlon Insulation „r 2-2x12 Ridge' droom M4 N TYPCIAL FLOOR CONSTRUCTION p�j z railin `+ em allaarm 3/4" Plywood Subfloor, Glued and Nailed in Q DINING ROOM KITCHEN O =1 Oyi 9' GHT V tp1 accordacne with the fastener schedule. s' �Q �p �0 _ 0 '_9 On Q Z . `i Floor ,foists and Bridging as per NYS Code, y� Y+ QC 316 U Q x4 TYPCIAL FOUNDATION CONSTRUCTION 13'-2Vu° ENTR C, psi Poured conerat wall on 16" x ell TE: TOP Codec 5e Wall Footing.2- Ext trey Da ro Plates, pel Seel - - � I ' ' ' I ,'� OF THIS WALL 2x4Oo' -�- ry I p 9 p - .r - - - tare m 16"0 _ - � NOTE: TOP ill - - aft all l l6'oc „ x4�oRller Ise al lb o - - time o 16 0 6 WALL And Termite Shield. Anchor bolts per Foundation Plan � � AFF 2nd FLR er tl I o L and Uplift Strapping per WFCM 1995 manual and details on t _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ;_ _ f j CL AFF2ndFLR ' , 1049 3048 Draw Mg-I. R-30 Batt Insulation '� � , ;- �- SN - - - - _ _n - - --------- ao4e -------------------- - _ 3049 INSULATION SCHEDULE 4 BASEMENT _ _ - - - - - - - - - - - - - - Flet Ge11In .........................................R-30 a" :0 3oea wso r Vaulted Ce11i RXIg 3'-9 5'-O 3'-9 S'-I 2'-II 22'-II 8'-I 3'-9° 5'-O" 0.g } Cal apace) — 4 , , 22'-O„ 12'-6n m 2' 4 concrete Blab Fioorfunheated a cs).......................R•30 12 -6' Floorloutslde air)...............................R-30 Walls2x6................. ............................R•19 All Glazing.................r� ...,.,g...,,..,......U•.35 NOTE�TOP OF THIS WALL NOTE: TOP OF THIS WALLDoora w fK gr glaring 2ND FLOOR PLAN IS 14'0" _ F' NOTE: TOP OF THIS WALL h �Y 1 Doors-greater than 50%zinezin U•,35 A IS 14 111 _ INTERIOR WALL FINISH SECTION ." A SCALE: 1/411 = V-011 IS YO" AFF 2nd FLOOR MININMUM S-Smoke Detector c Provfde 1/2" Gypsum Wall Board on caHnge and _ lTi u „ walls except basement walls and unless noted. SCALE: 114 m I -O C-Carbon Monoxide Detector MtR0=W, 'FwT;,- G ' Moisture Resistant Well Board in Bathrooms and Refer to gen, note 019 Plane Indicate ANDERSEN series 200 * rotl Fire model numbg numbers. Provide LQW-E Pass open drawings. well Bogrd located as per code and AREA: 825 SF Substitutions made upon meeting Nye Coda. �� IV See general notes 9, 14, 20, i 1' Align Ridges _ 12 !`— Ridge Vent Ridge Vont �13 12_—_—= y ASPHALT SHINGLES 6" RAKE - OVERHANG Wood 1P 6" fascia Framed F vinyl vented soffit Chimneyv Q __ _ ��ASPHALT SHINGLES,______�4 Jill 12, 11111 it 111111111111111 It Q �'CHIMNEY 10 m 6" fascia Z I vinyl vented soffit CJ,r - Q - b" wb-f4scla X14 - - 4" CORNER BOARD - - (� z 4 IIIIIIIIIIIIIIIIIIMill111111111 _ Q Porch Notes: 3 36 ' High fling Round Porch Columns o ae er Go __ __ see plan for size, n� -_ p - _ - 36" High railing to Code LU L Space balusters maximum N� 4" apart. REAR ELEVATION I I I II I I I IO I ' I I I I I I I I SCALE: 1/4 I -O I I I I I I I I I RIGHT ELEVATION SCALEI: 1/4" a II-O'I I I I I I I I I I I I JJ„1 Y(I - - C - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - IU w' R1r Vent CEDAR SCALLOPS ..{ . Ridge Vrnt 12 - -- b ASPHALT SHINGLES -- � O Wood t 1�6 Framed \ _ chimney - - ira MIMI Jill III CRICKET Fasc(a a Qi v n v Med • fFit e O Q p b" fascia _ , "'!I i-'— Q S" RAKE a -- vinyl vented soffit 'i - � i- , Q OVERHANG �1 Q Q 6" sub-fascia CORNER BOARD - - - - Ill ] IIIIIIIIIII IF- 4" CORNER BOARD -IT Jill Jill- - CEDAR PERFECTION „ D- Q QIlia O WOOD SHINGLES FLr Q m Efoo Z a as s = IL z ® -- - FINISHED GRADE f BOARD AND = d s1 4 I I I LEFT ELEVATION I I q I I I I I I t I I I BATTEN WOOD SIDING I ' SCALE: 1/4 m 1 -0 I I I I I l FRONT EL_E_VATION - - - - - - - - - - - - - - - - - - - - - - - -— — — — — — — I _ _ I� � _ � - - SCALE: 1/4" r iliO1L _ J L _ J L _ J L _ J I L _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ddtt — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — _ — — T. 'I ISI