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HomeMy WebLinkAbout30565-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY v No: Z-31276 Date: 11/16/0 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1150 DEAN DR CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Nap No. 473889 Section 116 Block 5 Lot 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 8, 2004 pursuant to which Building Permit No. 30565-Z dated AUGUST 11, 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 ADDITIONS AND ALTERATIONS WITH COVERED PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #5489 DATED 4/8/04. The certificate is issued to DONALD W & IRENE M SUTER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 95167C 06/19/05 PLUMBERS CERTIFICATION DATED 08/10/05 BURTS RELIABLE INC Authorized Signature Rev. 1/81 1`(�4 ' Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 4 7005 TOWN HALL 765-1802 L i I APPLICATION FOR CERTIFICATE OF OCCUPANkV-- \r v 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 properly 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 l. 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. Q New Construction: _ TT Old or Pre-existin Building: _X (check one) Location of Property: ,6z u — t� House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section! Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. -Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _ C�•o K6G Applicant Signature Town Hall,53095 Main Road Fax(631)765-9502 P.O..Box 1179 y�o1 �aO� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 8 0� Building Permit No. S c6 6 J L_ Owner: b"LJ4 W , sy f f-'p, (Please print) Plumber: (?)ur4s rico @ ' th-c ilk. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this J041 - day of �- 200-5- Notary 005Notary Public, 50 ffDLk County BERNADETTE L.TOM NOTARY PUBLIC HOMO State of New York Residing In Suffolk CoufRY Comr; ;typ; Ndwf Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 8/19/2005 375 Dunton Avenue 95167C East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. Don Suter Street: 1150 Dean Drive Village: Cutchogue Zip: 11935 Town: Southold Section: Block: Lot: Contractor: B. B. S. Electrical Construction (L) Lic. # 889-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑X Indoor ❑ Basement ❑ Hot Tub Residential X❑ Det.Garage X❑ Attic ❑ 2nd Floor I] Outdoor ❑X Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 35 33 47 8 1 7 Dishwasher Washer/Amps DryerlAmps Oven Range/Amps Microwaves 1 1 20 1 30 1 60 1 Furnace on Gas Circulators Smoke Detector Bell Transformer 1 X 1 5 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 / 1 2 Bldg. Permit: Other Equipment Oamp rain tight main breaker panel / 150amp sub panel Hugo S. urdi President Rough Inspection: 03/24/2005 Inspector: John McMahon III Final Inspection: 08/18/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Albert J.Krupski,President �QF so Town Hall James King,Vice-President h�� �� 53095 Route 25 Artie Foster * P.O. Box 1179 f Ken Poliwoda Southold,New York 11971-0959 Peggy A. Dickerson � Telephone(631)765-1892 I�COUl Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0053C Date August 4, 2005 THIS CERTIFIES that the extension to garage, driveway, addition to dwelling, and enclosure ot screened porch At 1150 Dean Dr. , Cutchogue Suffolk County Tax Map # 116-5-14.9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 2/28/03 pursuant to which Trustees Permit# 5750 Dated 4/30/03 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for an extension to the garage, new driveway, addition to dwelling, and enclosure ot existing screened porch. The certificate is issued to DONALD SUTER owner of the aforesaid property. A- " �? Authorized Signature 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. 30565 Z Date AUGUST 11, 2004 Permission is hereby granted to: DONALD W & IRENE M SUTER 2940 STOVER TRAIL DOYLESTOWN, PA 18901 for ADDITIONS AND ALTERATIONS TO A SINGLE FAMILY DWELLING ONLY AS APPLIED FOR at premises located at 1150 DEAN DR CUTCHOGUE County Tax Map No. 473889 Section 116 Block 0005 Lot No. 014 pursuant to application dated AUGUST 8, 2004 and approved by the Building Inspector to expire on FEBRUARY 11, 2006 . Fee $ 150 . 00 Dor ' ed gnature ORIGINAL Rev. 5/8/02 z 'rta• ger,: "` ��` 3 Board Of Southold Town Trustees , ' A SOUTHOLD, NEW YORK PERMIT NO. .� Z DATE: ...April 30.,._..2003 ,. 7 ISSUED TO ......DONAL... D__ ..W........SUTER.. _ ,•� , < w Pursuant to the provisions of Chapter 615 of the Laws of l �< the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- N. titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS 'z. IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'..'. and in accordance with the Resolution of The Board adopted at a meeting held on .April 30, 20.0200 00 .x...:. and in consideration of the sum of .._...,:.__�... ....... paid by f k Donald W. Suter .................................... +, of .... .. Mattituck ............ N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: ?` .x. .� Wetland Permit to add an extension to the existing framed garage.Existing concrete driveway to be removed and replaced with pervious stone.Construct an addition on the northern side of existing single-story house and to enclose the; /. existing screened porch.Approx.25 cy.of fill from an upland source to be utilized,drywells and gutters to be installed !' to contain the roof run-off,and all as depicted on the survey prepared by Stanley J.Isaksen,Jr.last dated May 5,2003. a all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and thesepresents to be subscribed by a majority of the said Board as of this data. > ' F :r °;� �� Trastets NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00879/00003 August 2,2004 FACILITY/PROGRAM NUMBER(S) 0 PERMIT EXPIRATION DATE(S) Under the Environmental August 31,2009 Conservation Law TYPE OF PERMIT■New ❑Renewal❑Modification❑ Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34: Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑Article 24: Freshwater Wetlands ❑Article 15,Title 27: Wild, Scenic and ❑ Articles 1, 3, 17, 19, 27, 37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑6NYCRR 608:Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Don Suter (215) 794-0349 ADDRESS OF PERMITTEE 2940 Stover Trail, Doylestown, PA 18901 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Land Use Ecological Services, P.O. Box 1060, Village Dock, Riverhead, NY 11901 631 727-2400 NAME AND ADDRESS OF PROJECT/FACILITY Dean Drive, Cutcho ue SCTM# 1000-116-5-14 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Great Peconic Ba DESCRIPTION OF AUTHORIZED ACTIVITY: Construct addition and enclose existing screened porch. Install upgraded septic system and pervious driveway and place/grade 100 cubic yards of clean fill. Remove existing concrete driveway and pump out/backfill existing cesspools. Relocate existing garage. All work must be done in accordance with the attached plans stamped NYSDEC approved. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMITADMINISTRATOR: RESS Tieland John A. LJS Region 1 Headqu ers, Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AU* RiZED SIGNATURE DATE L August 2, 2004 Page 1 of 5 l FO1�M NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPkOVAL DATE: July 23, 2003 '`, AMENDED: January 26, 2004 AMENDED: Feb 2004 TO: Land Use Ecological Services A/C Suter PO Box 1060 CiE�� A Riverhead,NY 11901 - FE8 �.,0 2004 A Please take notice that your application dated July 23, 2003 za aggRn OF APP G/ gPPFq� t For permit to relocate and construct an addition to an accessory garage and construct additions and �e alterations to an existing single family dwelling at Location of property: 1150 Dean Drive, Cutchogue.NY 11935 County Tax Map No. 1000 - Section 116 Block 5 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 18,883 square foot parcel,with two front yards, is not permitted pursuant to Article III, Section 100-33C,which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard,provided that such buildings and structures meet the front-yard setback requirements as set forth by this code." Principle building setback,per Article XXIV, Section 100-244B,is 35 feet. Following the proposed re- location and addition, the accessory garage will be set back 16.3 feet from the front yard line. In addition, the proposed additions and alterations to the existing single family dwelling are not permitted pursuant to Article XXIV, Section 100-242A,which states; "Nothing in the article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use,provided that such action does not create any new non-conformance with regard to regulations pertaining to such buildings." Article XXIV, Section 100-244B, states that such structures are required to have a minimum single side yard setback of 10 feet and a minimum front vard setback of 35 feet. The existing single family dwelling has an existing single side Yard setback of 5.1 feet and, following the proposed additions and alterations, the proposed dwelling,will maintain those setbacks. Following theproposed construction,total lot coverage will be approximately 15.3 percent. This Notice of Disapproval was amended on January 26, 2004 to address chances made by the applicant and was further amended on February 3-,-2004,to address the second front yard setback. l/ r Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. APPEALS BOARD MEMBERS Southold Town Hall Ruth D. Oliva, ChairwSman" tips 53095 Main Road Gerard P. Goehringer _ P.O. Box 1179 Lydia A. Tortora We ^► Southold,NY 11971-0959 FOP Vincent Orlando Tel. (631) 765-1809 James Dinizio,Jr. l Jx1 .�a Fax(631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS RECEIVED >r � TOWN OF SOUTHOLD J"'do v� FINDINGS, DELIBERATIONS AND DETERMINATIOQp'� APR 16 2004 MEETING OF APRIL 8, 2004 ` ZBA Ref. #5489— DON and IRENE SUTER Southold sown Cl Property Location: 1150 Dean Drive, Cutchogue; CTM 116-5-14. erk 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 18,883 sq. ft. lot has frontage along the south side and east side by Dean Drive, and 259.85 ft. along the westerly property line. The lot is improved with a one-story, single-family residence and accessory garage. BASIS OF APPLICATION: Building Department's July 23, 2003 Notice of Disapproval, last amended February 3, 2004, citing Code Section 100-33C, 100-242A, and 100-2446, in its denial of a building permit application concerning: (a) proposed additions and alterations to the existing dwelling at less than 35 feet from the front property line and less than 10 feet from the side lot line, and (b) relocation of the existing accessory garage and proposed addition, at less than 35 feet from the front property line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 18, 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: Applicants wish to construct additions with alterations to the existing dwelling at 29.9 feet from the easterly (front) lot line and from the westerly (side) lot line with variable setbacks between 5.1 ft. and 12 ft., and to rotate the existing detached garage (265 sq. ft. and proposed 128.sq. ft. addition)to a minimum setback at 23 feet from the front lot line. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. An undesirable change will not be produced in the character of the neighborhood or a detriment to the nearby properties, the applicants propose to decrease the non-conformity of the existing garage by relocating it 6.1 feet farther from the property line, and the proposed addition to the house will maintain the existing non-conforming setback of 5.1 feet. � r Page 2—April 8,2004 ZBA No.5489—D.and I.Suter CTM 1000-116.9-t4., , 2. The benefit sought by the applicant cannot be achieved by some other method feasible for the applicant to pursue, other than an area variance, because the lot is narrow and the position of the house already exists. 3. The amount of relief requested is substantial because it represents more then a 50% reduction the minimum setback requirement of 10 feet 4. There was no evidence submitted to indicate that the grant of the variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. 5. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and relocation of the garage, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, as shown on the construction diagram for the dwelling additions dated 10-18-02, revised 9-5-03 by Richard M. Suter, R.A. and map prepared by Stanley J. Isaksen, Jr., Land Surveyor dated February 1, 2000, revised January 7, 2004. 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. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Tortora, Orlando, and Dinizio. This Resolution was duly adopted (5-0). @22-L L . -C Ruth D. Oliva, Chairwoman 4/15/04 Approved for Filing 3DS � SZ 765.1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: "' < DATE I/ �3 �� INSPECTOR /� 2 �o�y,OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ 'FINAL ( ] FIREPLACE & CHIMNEY [✓ ]` FIRE SAFETY INSPECTION REMARKS• Oyu DATE > > ° �fl INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY/[ ]\ FIRE SAFETY INSPECTION REMARKS: 14�rllaa�� ---o DATE g_3 os INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ 1 ] FIRE SAFETY INSPECTION REMARKS: 1Z_ DATE © INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ DATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE O j INSPECTO . 3os"6 -�- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ OUGH PLBG. [ IF NDATION 2ND [ ] INSULATION [ FRAMING [ J FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C-�-e fir DATE INSPECTOR~ oe Souryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ) FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND KINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION v REMARKS: C�J uv c ''*TE 3 �3 j �S INSPECTOR ��`�" -�o!5w-- S U T E R AND S U T E R A R C H I T E C T U R E L A N D S C A P E D E S I G N August 8, 2005 �� m �s I n d Ij' i! Ir, I 0 2005 i Town of Southold Building Department ; PO Box 1179 - - Southold, New York 11971 Re: Donald & Irene Suter Residence 1150 Dean Drive, Cutchogue S.C.T.M. 1000-116-5-14 Permit# 30565Z Dear Building Inspector We hereby certify the following: 1) The insulation as installed meets or exceeds what is specified on the approved plans. 2) The new floor joists are strapped as required by the building code. 3) Fire stop caulk was installed at all thru plate drilled holes. If you need any further ciadfi ons, please give me a call. G\y-_RE R�Si Sincerely, F� TIV 78 Richard M. Suter F OF Ew �o RMS/fmr Enclosures P. O . BOX 1 7 0 9 QUOGUE, NEW YORK 11959 6 3 1 6 5 3 3 8 7 7 WWW.SUTERANDSUTER.COM FAX 6 3 1 6 5 3 3 8 7 8 t FIELD INSPECTION REPORT DATE COMMENTS .0 FOUNDATION(1ST) \ C ^3 -1 It ---------------------------------- y C FOUNDATION(2ND) 0 O nHy ROUGH FRAh1ING& rn PLUMBING Z 3-31-o INSULATION PER N.Y. "3 STATE ENERGY CODE %-34' S p. f .._. oI _ n 601 r� FINAL ADDITIONAL COMMENTS oO �,AX-aZM&�; r 0 . o - -OT z _4 �yyy I � H � O z x 1tv ro y TOWN OF SOUTHOLD r BUILDING PSR `i' APPLICATION CHECKLIST BU1LONG DEPARTMENT -* Do ya.. .ave or need the following,before applying? TOWN HALL '�` ' ' Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans__ T TEL: (631) 765-1802 Planning Bg d a proval FAX: (631) 765-9502 Survey-1 www. northfork.net/Southold/ PERMIT NO. 26 5-6 S --ZF Check ✓ Septic Form_ N.Y.S.D.E.C. !/ gg Trustees Examined U 12 Contact: Approved 0 Mail to: Charles Bowman Land Use Ecological Disapproved arc Servi es, Inc. Phan Expiration 20_ Riverhead, NY 11901 631 -727-2400 Build Inspector Jud 2003 A`E�LICATION FOR BUILDING PERMIT s Date J4l �i 0203 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. Land Use Ecological Services, Inc. (Signature of applicant or name,if a corporation) P.O. Box Riverhead, NY 11901 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Irene& Dailgni- ,r (As on the tax roll or latest deed) If applicant is ac 171�77 ature of duly authorized officer (Naman tl Charles Bowman, President Builders License No. Land Use Ecological Services, Inc. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 115b Dean Cutchogue House Number Street Hamlet 1 I(P 5 i County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of emises�asd intended use and occupancy of proposed construction: w a. Existing use and occupancy ginglp fami13rcaiAential b. Intended use and occupancy single family residential _�______ 3. Nature of work(check which applicable): New Building Addition X _Alteration x(porch) Repair Removal Demolition Other Work (Description) 4. Estimated Cost ys�0 n n nom— Fee $225 .00 (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each If garage, number of cars __ 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 44 ' Rear 44 ' Depth 38 ' Height 19 ' Number of Stories nne Dimensions of same structure with alterations or additions: Front 46 ' Rear 46 ' Depth S S ' Height 19 , Number of Stories 8. Dimensions of entire new construction: Front AF; ' Rear 4A , Height 19 , Number of Stories one 9. Size of lot: Front 50 ' Rear 89 ' Depth 194 ' 10. Date of Purchase 170nn Name of Former Owner Doris Dean 11. Zone or use district in which premises are situated "A" Res. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES_NO X _ Donald & Irene 2940 Stover Trail 215-794-0349 14. Names of Owner of premises g„ter Address Doylestown,PA Phone No. Name of Architect surer R g„ter Address nner 17na _nnnnnpPhoneNo F41 _FS2_3R77 Name of Contractor n. i- 1 + A , Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_,X—NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. NYSDEC Permit b. Is this property within 300 feet of a tidal wetland? * YES NO Pending * 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 ) eharloac nnwman being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent Land Use Ecnl Agana 1 Sarvi nac, Tnn_ _ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this20 r /� -]Rotary Pub rc Signature of Applicant CYNTHIA ALVAREZ NOTARY PUBLIC,STATE OF NEW RK No.OtAL6080878 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES SEPT.23,20o BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: &4-L /04 APPLICANT: 6 DATE`1SUBMITTED: $'/2/04 SCTM#DISTRICT: 1,000, SECTION: (1� , BLOCK: , LOT: SUBDIVISION: A- A ADDRESS: 1,15, /�QU,yi (/l/ CITY: lye, ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: CATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE: /' REQ. LOT COV. X60 ACT. LOT COV. REQ. FRONT 3 PROP. FRONTREQ SIDE10,12-5— ACT. SIDE S 1 REQ. REAR PROP. REAR REQ. AEIGHT PROP. HtGHT PROJECT DESCRIPTION: cc I ESTIMATED PROJECT COST: GYM CH /ENGINEER: cSo4e�e- WATER FRONT? DESCRIPTION: 110ce-ne, S PANEL # FLOOD ZONE:11'G�V BULKHEAD? /D DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES orO ED#): D . _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N SEPTIC CER IFICATION: Y o NEW YORK STATE DEC' P]RE-DE /1Nr D /�/ PERMIT#:I-4738-o0�s79 SOUTHOLD TOWN TkigiEES: DTE:�/33 / PERMIT#: j45-o ZONING BOARD APPROVADTE:_/_/ PERMIT#: TOWN PLAN. BOARD APPROVALDTE / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): NEW YORK STATE CODE COMPLI CE (SEEPAGE o S or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: may,? SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (=�2 C�SF)- (_ SF)= SFX$ _$ +$ +$ _$ 2. ( SF)- (__SF)= SFX$ _$ +$ +$ _$ 3. ( SF)- SF)= SFX$ _$ +$ +$ _$ FINAL TOTAL: $ /�� NEW YORK STATE CODR.COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Spe - H Seismic Design CateCory:B Weathering: Severe Frost ep :36" er ite:M-H ✓ Decay: S-M Design Temp: 11 ✓ Ice Shield Unde S Flood Hazards: USE/OCCUPANCY CLASSIFICATION: � HEIGHT/FIRE AREA: / TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEE /P IP SCR -� FULL FRAMING DESIGN ELEME 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 CALCULATIO 0 LIVE: Y/N - DEAD:Y/N S W:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHZE . COWMISSLE TEST REQENT5: Y/N EGRESS 5 .: LIG /o: Y/N T %: Y/N NAILING/CONSTRUCTION SCH9ZL . MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAMON LOCATION OF FIRE PROTECTION EQUIPMENTj3>TT TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY C S TOTAL C PLIENCE? Y/N(RETURN TO PAGE ONE) TOWN OF SOUTHOLD PROPERTY RECORD CARD M _ OWNER STREET 5 VILLAGE DIST.1 SUB. d LOT nc- tA)- Ire G1✓l , eeti 'b —eve Oc, fcew FORMER OWNER N E ACRyZ9 v �� an'It. S WTYPE OF BUILDING � can r �p M�js RES. dr SEAS. �— VL FARM COMM. CB. MICS., © Mkt. Value f� LAND IMP. TOTAL DATE REMARKS6l/ 92 0< , ( �g11Z. Uu 'Idnew OD / SOD ,� oda 2 71 ` 1 P e4-,r- 1 U � aioo .f000j 1*13'173 10 -LlrO e E57 {n can - nrc 19 po 3900 576 o s , a9 9�-�a � 75' vi 0�9 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER 9 Q g �'�� z / - 17 0, 6,y Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot °� BULKHEAD Total DOCK COLOR TRIM ■■■■■■■■■■■■I!l■■■■W it :���■■E»■■■►\■■1!I!1 A� CII UL • . L'�7-_ FloorsFoundation Both Dinette 31. go Porc Basement Porch Ext. Walls A;,,,Vnterior Finish A96,=,C_LLR- ';,:.: Rooms Ist Floor Patio Recreation Room [Rooms 2nd Floor FIN- B • Dormer TotalZOO Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\Suter-D+I.rck PROJECT TITLE: Suter-D+I COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.24 DATE:06/18/04 DATE OF PLANS:6/18/04 COMPLIANCE:Passes Maximum UA=376 Your Home UA=374 0.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Peri R- R-Value U-Factor .IIA Ceiling 1:Flat Ceiling or Scissor Truss 1717 38.0 0.0 52 Ceiling 2:Cathedral Ceiling(no attic) 273 22.0 0.0 13 Wall 1: Wood Frame, 16"o.c. 1616 13.0 0.0 99 Window 1:Wood Frame:Double Pane with Low-E 389 0.350 136 Door 1: Solid 21 0.400 8 Floor 1: All-Wood JoistITruss:Over Unconditioned Space 1990 30.0 0.0 66 Air Conditioner 1: Electric Central Air, 18 SEER 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 Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer "" Date�n -30 - 11C41 # fi S 78 `i TATE OF NON ,.i REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE:06/18/04 PROJECT TITLE: Suter-D+I Bldg. I Dept. I Use I Ceilings: [ j I 1. Ceiling l:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-22.0 cavity insulation Comments: I Above-Grade Walls: ( ] I 1. Wall ]: Wood Frame, 16"o.c.,R-13.0 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: [ ] I 1. Door 1: Solid,U-factor: 0.400 Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Air Conditioner 1:Electric Central Air, 18 SEER or higher Make and Model Number 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 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. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values,glazing U-factors, and cooling equipment efficiency must be clearly marked on the building plans or specifications. 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- [ ] 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. Tapes and mastics must be rated UL 181A or UL 18113. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I 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 provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water beaters 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. [ ) I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I 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: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation ickn s in Inches by Pipc Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temneratnre(Fl 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 Pips Cite PWnjz System Tvoes Range(Fl 2"Rnno, s 1"and LeRR 125"to 2" 2.5to 4„ Heating Systems Low Pressurefremperature 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) EFISTWG CONCRETE DRIVEWAY MS AREA TO.gE REMOVED " AND REPLACED MW PERMDUS MATERIAL UE T NEW SUFFOLK AVEN l/F ll T 50.00 FD Ul looCNLIRAIHFES1HMCATFO HERE ON SHAl1 RUN s3j. N 79 ? 5 LL aT cM Cp ONLY TO THE PERSON FOR WHOM THE SURVEYr IS PREPARED. AND ON NIS BEHALF TO THE TITLE COMPANY, GOVERINIWAL AGENCY, CM N. 5 O LENDING INSTITUTION. F LISTED HEREON. AND y TO THE ASSIGNEES OF TIE LENDING IN5TINd0K O' ✓ GUARANTEES ARE AIDT TRANSFERABLE TO AOOTpNAL INSTITUTIONS OR SUBSEOUENT OWNERS. AL LOCATION OF GARAGE y UNAUTHORIZED ALTERATION OR ADWTION TO TW 1 0.4 N SURVEY IS A VIOLATION Al SECTION 7209 OF h THE NEW YORK STATE EDUCATION LAW. r Z 9 PRAMGE ✓ Nip V A COPIES OF ANS SURVEY MAP NOT BEARING N AND �� LAND SURVEYORS EMBOSSED SEAT. SHALL c TO TWS a FD BE CONSIDERED TO BE A VALID TRUE O pOSTTONIY. y • CM p 1 ®/ 0J� /E�6 N PRIVATE BEACH DS TO BE RESIDENCE ONLY ��,AdI� RENOM y Cp.O ud k O O VOINC CESSPOOLS AMS AREA W BE OPLWPW O OUELED ® A,O V Z9 " WIN 25 CY. +T, BI/ AND AREA RLDRAOED. 1N TEST HOLE BY Ln NJ McDONALD GEOSCIENCE ////��a O " s. °e's OAT HIGH TIDE),T 12:05 PM. / p/ O 26 ti s.s NOTE. STEPS IN THIS AREA ( Cl Y O�yE"' �N 53 TO BE ELEVATED TO AND ORIGINAL GROUND 5.1 RE5�0 E�. '"I DD BECOME LEVEL WITH *0 E1DST POLI' EXISTING WOOD DECK. DA(2K BROWN SANDY LOAM OL SCNO H BROWN SANDY CLAY CL 2.5' / BROWN CLAYEY SAND SCCA 3.5' BAR;NOS I's 51 DW PALE BROWN FINE TO COARSE SAND SW Z OE so*/N 56� / 6 /G\04' 0E-R% / E� -, 5.6' WATER Sr; r SOLO SANG/ O WATER IN. PALE BROWN P FINE TO COARSE SAND SW •� ' PPPROx T? 13 LA Col� 12' COlc FOR SCDHS USE ONLY r� FIRST FLOOR EL. 10.5 1'MIN. EL. 9.5 FINISHED GRADE 2'MAX. FOUNDATION COVER WALL 1/4"/FOOT PITCH INV. INV. 6" MIN. EL. 7.9 INV. INV EL. 8.7 EL. 7.5 . EL. 8.4 1/8" PER FOOT PITCH MI 1000 GALLON SEPTIC TANK NUI GROUND WATER ELEVATION = 2.9+1— I 9+/—I HEREBY C TIF PLY(S) AND/OR SEWAGE DISPOSAL SYSTEM(S) R J IGNED BY ME UNDER MY DIRECTION BASED UPON H STUDY OF THE SOIL, SITE AND GROUND WATER CONDI ED, CONFORM TO THE SUFFOLK COUNTY DEPARTMENT 0 T S. RUCTION STANDARDS IN EFFECT AS OF THIS DATE. O JOS FISCHETTI, P.C. 1725 HOBART ROAD SOUTHOLD, N.Y. 11.971 631-765-2954 PROPOSED DRIVEWAY MIS AREA (PERVIOUS MATERIAL) EXISTING CONCRETE DRIVEWAY AVENUE DEAN THIS AREA TO BE REMOVED S OLK NEW UFF STP I1°- 50 OOFp U) QO' GM Y�'93j. N 79 22 8.T GUARANTEES INDICATED HERE ON STALL RUN FD MW�ER" 5 EL y� ONLY TO THE FOR WHOM THE SURVEY G AND O EF �J IS PREPARED. AND H/S BEHALF' THE N FP TITLE COMPANY, GOVERNMENTAL AGENCY, 5 O TENTING SSIONEES If LISTED HEREON, AND - TO RA ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENi OWNERS. 1P UNAUTHORIZED ALTERATION OR ADDITION TO THIS � 'RAGL0Ci1°0N 1 N wON SURVEY /S A VIOLATION OF SECTION 7209 OF �' V THE NEW YORK STATE EDUCATION LAW. z N O 0 F� LID- COPIES 0COPIES OF THIS SURVEY MAP NOT BEARING EXISTING N) Er GARAG THE LAND SURVEYORS EMBOSSED SEAL SHALL FRAME NOT BE CONSIDERED TO BE A VALID TRUE U ON SLA T FD COPY. GARAGE (ROTATED O 1 Y Y1L� Jty� /��' AND MOVED 00 g `FROM 0 PRIVATE BEACH TO THIS PO9ITION) RESIDENCE ONLY EI BE 2 CI � REMOVED � \ CID A h � W O RELOCATED (p , / O EXISTING CESSPOOLS THIS AREA i0 BE WATER SERVICE ® � 9 p: O: PUMPED OUT, SAWFILLEO 41, h WITH 25 C.Y +/- AND AREA REGRADED. 5.1' 2' ,S�O�` N i MCCPL-LO TEST HOLE BY N/F p -'Lp �I' Ex6A5Poo�1 McDONALD GEOSCIENCE /� O s ON 3/18/03 AT 12:05 PM. /�I/ 1l `J` (AT HIGH TIDE). eclll WWW 5 Zg,i NOTE: STEPS TO BE DH AND IN THIS AREA ORIGINAL GROUND 5.l - ¢E\GE\11 5053 p '\ me L BECOME LEVEL WIT F\RSj 'IgOO Essvoo EXISTING WOOD DECK. DARK BROWN SANDY LOAM OL i' \ R BROWN SANDY CLAY CL l / 2.5' / 8 BROWN CLAYEY SAND SC GM lE GVOSEpI - — 3.5' 60", PS 93 / J*N wY1��Np�I04�� C. PAL B ROSW FINE SW Z 5p�NBp�M/ 5 \1\6"TO 0W pOkuA pERi .i 6V 5.6' WATER c.,L 'SOV c / l OL G J - WATER IN PALE BROWN dT Q FINE TO COARSE SAND SW pPtE i PQROX N� SNS P y o Vr v, 2� � Z �o FOR SCDHS USE ONLY FIRST FLOOR EL. 10.5 1'MIN. EL. 9.5 FINISHED GRADE 2'MAX. FOUNDATION COVER WALL 1/4"/FOOT PITCH INV. INV. 6" MIN. EL. 7.9 INV, EL. 8.7 EL. 7.5 NV. EL. 8.4 1/8" PER FOOT PITCH MINUMUM 1000 GALLON SEPTIC TANK GROUND WATER ELEVATION = 2.9+1— HEREBY 9+/— HEREBY CERTIF HAT THE WATER SUPPLY(S) AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR I PROJECT WERE DESIGNED BY ME UNDER MY DIRECTION BASED UPON ACRE L AND THOROUGH STUDY OF THE SOIL, SITE AND GROf WATER CONDITION AL LOTS A PROPOSED, CONFORM TO THE SUFFOLK CO " DEPARTMENT OF H \Th�SERVI CONSTRUCTION STANDARDS IN EFFECT AS THIS DATE. :r JOSEPH FI CHETTI, P.E. 1725 HOB RT ROAD SOUTHOLD N.Y. 11971 631-765-2954 I PERCENTAGE OF LOT COVERAGE: SURVEY OF LOT 9 AREA OF GARAGE & [OND OW(EXISUNG) 567.47 S.F. IN DEAN AREA OF HOUSE (EXISTING) INCL. SUBDIVISION MAP OF DOWNSVIEW NEW SUFFOLK AVENUE DEAN 00 SCREENED PORCH 1,316.39 S.F. SITUATE F 550. FD U1 AREA OF WOOD DECK {77y 7g•pOQ E CM ✓, & STEPS (EXISTING) 391.17 S.F. r GUARANTEES INDICATED HERE ON SHALL RUN �� FD wap 461 l.d CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY N.Y. ONLY TO THE PERSON FOR WHOM /NE SURVEY C p AREA OF HOUSE TO r IS PREPARED, AND ON HIS REGALE TO 1HE p- INCLUDE ALL PROP. ADDITIONS THE COMPANY, GOVERNMENTAL AGENCY. GRAVEL DRIVE p , LENDING INSTITUTION. IF LISTER HEREON. AND W/BLOCK p G AND NEW DECKING: 2,499 S.F. TO THE ASSIGNEES OF THE LENDING ORTRURVE Z cuaewG SURVEYED FOR: DONALD W. SUTER GUARANTEES ARE NOT TRANSFERARLE TO f ACWTVIAL INSTITUTIONS OR SUSSEUVENT OWNERS. O 1 TOTAL GARAGE INCL PROP. ADDITION: 393 S.F. IRENE M. SUTER Ni UNAUTHORIZED ALTERATION OR ADDITION TO THIS N LP SURVEY 6 A VIOLATION OF SECTION 72. OF O GARAGE O TOTAL OF ALL STRUCTURES W/ADDITIONS: 2,892 S.F. ME NEW YORK STATE EDUCATION LAW O N o AREA OF LOT LANDWARD OF THE LA OF THIS SURVEY MGP NOT SEAL SYA I 1 cS ye' TIDAL WETLANDS BOUNDARY 10,538.21 S.F. THE IANC SURVEYORS CMBOSSEO SGL SHALL 1 16 fi'— 5 =43�� NOT RC CONSIDERED TO EE A VALID TRUE o FD COPv _� r M GUARANTEED TO FULL ux° url`m TAz[usx — m c DONALD W. STATER YwyRICB° PRIVATE BEACH IRENE M. SUTER r ss.9A N PERCENTAGE OF LOT COVERAGE —'s 99�p0 RESIDENCE ONLY OF ALL EXISTING STRUCTURES FIDELITY NATIONAL TITLE INSURANCE CO AND DRIVEWAY 21.59Y. w�°W,Nx° 0 RELOCATED 12n O DAT WATER SERVICE PERCENTAGE LOT COVERAGE TA �, m TO PROPOSED S STRUCTURES/IMPROVEMENTS 5509 t wo TO AREAS ABOVE TIDAL WETLANDS: 27.4;6 DATE FILED AUGUST 11, 1970 B N/F MGCALLONjOR� xOwE" 7M// 1000-116-05-14 TEST HOLE BY FOR S O m. ONE GE FOR SOUTHOLD TOWN: ON 3118 GE AT 12:05ENCE /� /� f O �QEN II3) ELEVATIONS IN 1929 NGVD. ON 3/18/03 AT 72:05 PM. ee///�W/ GM RES Is - AREA OF LOT �9 18,883 S.F. (AT HIGH TIDE). e 3 t05 I^ THIS ENTIRE PARCEL IS LOCATED IN FLOOD ORIGINAL GROUND 5A FL PERCENTAGE OF LOT COVERAGE SZ FL o ppO 4 ZONE AEB. SOURCE: FIRM #36103CO501 G, DARK BROWN SANDY LOAM OL PK oLcµ . X 2D. OF STRUCTURES/IMPROVEMENTS 153 i• �, DATED MAY 4, 1998. BROWN SANDY CLAY CL 2AA 2D 2.5' s ALL RESIDENCES WITHIN 150 FEET OF BROWN CLAYEY SAND SC GM THIS SITE HAVE WATER PROVIDED BY 3.5' THE SUFFOLK COUNTY WATER AUTHORITY. PALE BROWN FINE TO COARSE SAND SW Z 5.6' WATER Ci SANITARY: LB LEACHING CESSPOOL to EP = EXPANSION CESSPOOL U O DW = DRY WELL WATER IN PALE BROWN DID FINE TO COARSE SAND SW PROPOSED 4-BEDROOM RESIDENCE Q�yl cn 8 g9 12 5 69 13 00 W Y t�0 - \� Gg�AT z F Z FOR SCDHS USE ONLY FIRST FLOOR EL 105 i'MIN EL 9.5 FINISHED GRADE 2'MAX I'MIN2'MAX FOUNDATION COVER COVER EL 8 5 WALL 1/4"/FOOT PITCH INV INV G" MIN EL 79 INV,INV CESSPOOL EL 8 7 — EL. 7.5 —�— EL. 8.4 I/8" PER FOOT PITCH 2 1000 GALLON SEPTIC TANK MINUMUM SURVEYED i FEBRUARY 2000 SCALE 1'= 30' 3' ABOVE GROUNDWATER (MIN.) AREA = 18,883 089 S F (AREA LOT 9) OR GROUND WATER ELEVATION = 29+/- 0A33 ACRES I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE DISPOSAL SURVEYED �Y SYSTEM(S) FOR THIS PROJECT WERE DESIGNED BY ME UNDER MY DIRECTION BASED UPON A CAREFUL AND THOROUGH STUDY OF THE SOIL, SITE AND GROUND 7. OB AUG BE FINAL SURVEY, ARD UTITUTY FASC.MENL STANLEY J ISAKSEN, JR WATER CONDITIONS, ALL LOTS AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY 7. 07 JAN 04 RELOCATE EXISTING GARAGE, MOVE PROP. SANITARY. 9 JAN 04, 15 JAN 04, V ANDA. P.0 BOX 294 DEPARTMENT OF HEALTH SERVICES CONSTRUCTION STANDARDS IN EFFECT AS OF S. 22 DEC 03 RELOCATE EXISTING GARAGE, MOVE PROP. SANITARY. THIS DATE 5 5 MAY 03 REMOVE RETAINING WALL, REDUCE FILL VOLUME. ADD ROOF DRY WELLS. NEW SUFFOLK N.Y 119556 4. 7 APR 03 UPDATE X3 BELOW. 10 APR 03, 16 APR 03, 18 APR 03 631-734-5B35 28 APRIL 03 3 31 MAR 03 SHOW NEW OW, MOVED GARAGE, TEST HOLE, JOSEPH FISCHETTL P.E. PROPOSED SANITARY LOCATION. 100' WERANOS LINE, 1725 HOBART ROAD RECOMPUTED PERCENTAGE OF LOT COVERAGE SOUTHOLD, N.Y. 11971 T. O3 JAN 03 SNOW PROP FILL. WATER LINE LOCATION. LICENSED LAND SURVEYOR 631-765-2954 I. 23 DEC 02 SHOW PROP. ADDITIONS. CONTOURS NYS LIC. N0. 49273 OOR865 COMPLY WITH ALL CODES OF UNDERWRITERS CERTIFICA*AEOUIflED NEW YORK STATE & TOWN CODES AS REOUIREPD AND CONDITIONS OF RBUILD�i'mr AS NOTED / SOUTHOLDTOWNZBA DATEoT SOUTHOLD TOWN PLANNING BOARD SOUTHOLDTOWNTRUSTEES FEE: Y. NOTIFEPA TMENT AT � N.Y.S,DEC 765.1802 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ALL CONSTRUCTION SHALL I. FOUNDATION - TWO REQUIRED OCCUPANCY OR MEET THE REQUIREMENTS OFTHE i FOR POURED 2. ROUGH -FRAMINGQRETE a PLUMBING USE IS UNLAWFUL CODES OF NEW YORK STATE, 3. INSULATION 4. FINAL - CONSTRUCTION MUST WITHOUT CERTIFICATE BE COMPLETE FOR C. P O. OF OCCUPANCY ALL CONSTRUCTION SHALL MEET THE f REQUIREMENTS OF THE CODES OFNEW n/� qq/�� / ) YORK STATE. NOT RESPONSIBLE FOR FLOOD LANE Ae [ DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH CHAPTER"4B" PLUMBING FLOOD DAMAGE PREVENTION ALL PLUMBING WASTE SOUTHOLD TOWN CODE. &WATER LINES NEED TESTING BEFORE COVERING Pt UR R TIFI CERTIFICATION OF ONLEADC N ENTCAT/ONBEFORE NAILING& CONNECTIONS CERTIFICATEOF REQ FIRED. OCCUPANCY SOLDER USED IN WATER SUPPL CE EXXCEYSYSTEMCANNOT ED 2110 OF I%LEAD, RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45.1 OC -- t-- — OF THE TOWN CODE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OFFOUNDATION HAS BEEN APPROVED. j i 19 I II LEI- ILI S U T E R AND S U T E R __ ARCHITECTURE- LANDSCAPE D E S I G N — 1 _ f'f - .. °`SSP o rFc ST��� GO/v j71 TJ0 4� ASC [' - M R /v5 Poi r-T I .Lr . G P O BOX-1T0-9- 124 TESSUP AVE OUOGUE NEW YORK11959- qTe 631 653 3877 W W W.SUTERANDSUTEF-COM FAX 631 653 3878 f of NE +°� /' { 11k 2�1 10'0 —f,Q .6C.-EzCi�itlih_-I(SfxD�_ - -- -- — -- - - — -- --.. JID s22f&\ N� N � _ r. ---- AP,oV - _ f7��. `rmr�/� X 1 N j ' q +I � N' c 1 s l T rr 1 _. U Ul 1 I-f re e N ' 'sem -- - - - -- -- - -Q---- --- -- ---- 12 - - f -_ /z " q -t Soz7s_ e_ z.:3 �-� . hcq SILL -z6 - —coPp�I4' �nl�: SMYrE�Q � 5/LL S�At ------------ S U T E R AND S U T E R - . -----_.._ . _---._-._---_..___.__._. _..._�----- . -.- - - ✓1 1�.-r / pi ARCHITECTURE LANDSCAPE D E S I G N irjUy'f'IN"H lkWf . . - - G\snEae RcyF_��' _ 9 t' NIS.W �'ON-J l�l/�G�N _ . , P�`��P .S,GTTFC .G 1��/_/ ,� i I—U ao P. 631 6 5 3 13877 124 WWW.S E SUTESRANDASU EILCOM VE. O U O G 1 1959 FAX 6 3 1 653 3878 ---- ------ - ------- ----- --- IFN Q --- rF a va - — __71 ., � S + ! 1'--�t 1. '' A !' 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S U T E R -- - - H I E T R E =T� ARC T C U LANDS CAPE D: ESTGN G I - Ir ---. - 40 NAAA __ .1 ..__.._._._-.._. .+..I .,,._.....r__ .._.._.-.__..... _G.�.1U_ u .... ttss�� P. O. BOX 1709 124 .TESSUP AVE. QUOGUE. NEW YORK11959 -- -- � r� - -- - - � 1 VF NE 631 653 3877 WWW.SUTERANDSU'TER.COM FAX 631 653' 3878 `-`� --� L:-: al t2 !?_:::. -- /.Z�':.1� ---- - :._. __,_:. 3_`�_� ... PA'fT • _ • -_.. IP l - 14 Nf L • Ito Oc , - 1 - tt�. Y : Zai.I o U T E R . r - S U T E R AND �U 41 ARCHITECTURE LANDSCAPE DESIGNL - - �( �-0- Q I P O. BOX 1709 124 1'E-SSUP AVE. OUOGUE NEW Y01iK11�• .off'- f 6 3.1 6 5 3 3 8 7 7 WWW.SUTERANDSU'TEB.COM FAX 631 6 5 3 3878 ° '� - _ N I .-=_- -- _--.- - --- ---- r1< -- -- < 28 _ oPy TABLE -- - - pnG~ . 1SvS ��riE ' 45 W1N0-BORNEDEBRIS PROTECTION SCHEDULE1h � WOOD STRUCTURALPANELS..113 /ZIB10FASTENER SPACING SGI;F2 J5 4mat 111W WIND-BORNE DEBRIS PROTECTION FASTENING ,� I — — I— _�I FASTENER Panel span poull foot n <panel span .TYPE 59feet 56foo1 SEboo 16 Woo FOR WOOD STRUCTURAL PANELS. For Max. 33'-0" MEAN ROOF HGT. HOUSES .�' I i I Wood screws 36" 2" 9" 2/z"pe I6". Wood screws '12° A.P.A. SPAN RATED 48/24 GRADE 15/32 STRUCTURAL $.� +� I I FIS, ,1 inch =25.4 ..m. I fool = 304.0 mm, i pound ='0.454 1, SHEATHING -OVERLAP OPENING MIN, 4°TO ALLOW (' ( I lmilcperbour=1.609knoub. Tbis abinsbvsed an 110 mph wind speeds vndv33-fovlman reofhcighL FOR FASTENER CONNECTION AND 2X4 I I b.Faslmei shall be installed al opposing ends ofibe wood shuctunl pard. SUBSTRATE WHERE REQ'D. ALL METAL PARTS "LV lArpobJ I _ I I I c.Neils shell be Intl common ar 12d box u.d,. TO BE GALV. OR STAINLESS STEEL. ALL :h at hootoo.w11asevaua"uedI. elamanchorsbvvingvtn unuhimam PANELS, SUBSTRUCTURES, AND FASTENERS wit! ygy�p�—� TO BE HUNG UNDER THE HOUSE. iP� 0N5Ut7Po1�tE9 ?"5L ,0E5I6Nt Fbr, f - i - _._ - __ . __-- ----- ----- -- cv' ---SzFra L I 1 T - - - - - - - - -- - -- - -- - - - - - _ 50UT_ H i �c}tCYE�-NRM- !i'I6FF wtrO- -.REs1.5.7�+VT-^ - r yr ole Gu/� Tc lq _ - �l PrION - 5-T5 - EAR - . GLf= \//k ] IC� (�I S V - / / V19 fin_ ��J •'I D 5 sH7�1�E ?Fac fi�ck J71 7 -N�kL1�.Yz Uu Pm mho�r �F 51 1�. S Ea til S U T E R AND iS U T E RTS r ? /� r _—_ �L A�R C H I T E C TR E LANDSCAPE �NG DESIGN . . .. 171 /�Ca G �12�,0�^",i � -_ --F 6•%�/ e``�G�PaD n4.s•��Fs _ - - �1 !1 _ r I O,1 - -' S — — �. ert�s�l�.hrs ��.�-Tc�,��_��_ ���o(z _�r.o,.,,�1�� ---_ --- - ��..� CUT� tIUC9rU � spa x I� �< � r�l� n,� 1%wlrZ'E 6/max _7� x � I�z �< — :_, � - - — 0. Fell t"5 P O BOX 1709 124 1ESSUP AVE OU - GUE NEW YORK 11959 - -; x7' �I Oi-J5 r C%�S�' Y�'�0{�-�•�( - pjiP5' /�• (�✓��-I'71�' � �Q-�- -�----- 1_ _ - -- -- --- — 9jfofNe�N r 'I-- J O2 Jif L NA'' Y�'i, WWb IfvTr �6oYZ f'IjN, o P f:/t TI duC1 B ?� S-o3 u a oaTc d 631 653 3877 FAX 631 653' 3878 - - ' CONSTRUCTION NOTES Prescriptive Design Limitations Table 3.1 Nailing Schedule A 0 - oar a4 cxv l o d BsR eVA-[eA a 1) ALL FOOTINGS TO REST ON VIRGIN SOIL BBEAMIN.3'-0'BELOW FINISHED GRADE. Hambang Nurvbc,.f Table &Z Sill or Bottom Plate to Foundation Connection Requirements for 2) ALL CONSTRUCTION TO CONFORM TO ALL STATE 6 TOWN BUILDING CODES INCLUDING '+ Jmnt➢eecnpnan Common Nall, Box Nulls Neil Spacing 2003 CHANGES. r hl, Refemaoe B°u j la,, v,_.{1 £ i F, •4;ra.,i=s 1R00liFRAlI1RIG,� `. :J .,,,. /' _ ., Wind - Exposure 6 (Cont.) 3) ALL CONCRETE TO BE MIN. 3,000 P.S.I.20 DAY STRENGTH. I) Attribute Limlmr.n Section Fl s •'^^y •"- Ti'1. .•_ a C•s; 4 ALL FRAMING LUMBER TO BE DOUG. FIR#2 UNLESS NOTED OTHERWISE. �. `' "+,2ip4t y:+o-' l„tpy ,P� �ydb;r 5j,*� dry;WPy'R ): 0(jp,yy¢ x� Railer Joist Plant (Tond) (sea Table 3.4A) (see Tobla 3.4A)3 pec miler I' Calling Joist t°Tap Piem (Toeaace-m (see Tehle 3AA) (a,.Table].4A)3 one an Drne Laatl Afeam Novs:Raof/Ceilly Auembl DL=IS of W.II➢L=60 If 5) BRIDGING DOUBLE FLOO B'-0°ON CENTER. ,jt; Lumber Joist Spm 26' 3.1.3.2. Coiling Joist LParallel r Rafter(n (Fale-ell (see Table 3.9A) (s e°Table 7.9A)-3 each lap 6) DOUBLE FLOORUJOISTS UNDERUNDER HEADER PARTITIONS AND BATHROOMS. Joists Ceiling Joist LOPSOyerPsnaftee (Faze-wiled) (sea Table '6A) (see Table 3.9A)3 war lap Tlvee Sccoodouit Wivd Speed(mph) 213, -130 140 150 7) DOUBLE JACK STUDS UNDER HEADER OF ALL SPANS OVER 4'-0'. MIN. HDR SIZE(2)2X70 Joist Spacing 24"o,c. 3.1.3.26 - � ColhrTie to Rafter (Paan-nailed) (sat Table lfiA) (ueT.bic 3,6A)$ per lie UNLESS NOTED. CanHlown;-Su Supporting loadbeari° walls or d 3.1.7.4. 2,1a Blocking to Rafler(Tae-nailed) 2-Rd 2.10d tach end Number of Roaf Spm Rated d Capacity of Comectlorf if)w PP S B Coronations B) ALL FRAMING NAILS TO BE GALVANIZED NEAR SALT WATER EXPOSURE. nhenrwalle' Rim Barnett.RafterU nd-alliko 2-I6d 3-Ifid e.ch end Stories (fl.) U L 5 U L S U L 5 U L S 9) RELATIONSHIPS DERE O' DIMENSIONS, DIMENSIONS OVERRIDE SCALING. ',; 10) ALL BUILT UP GIRDERS TO'BE GLUED 8 NAILED. ALL LUMBER TO BE CONTINUOUS Setbacks-Laxdbearvg wtlls or she.walls' d 3.1.3.2d 2.Id WALL FRAMING. LENGTHS. Floor Vertical Floor offset d, 7.1,3.2e 1.2 Top Plater a Top Plate (Face-nailed) 2-16d' i-I6d' per lata 1'n 12 105 1912 147 ". 2242 191 " 2602 239 " 2992 11) ALL BUILT UP FLITCH BEAMS TO HAVE%' DIA. BOLTS 16'ON CENTER ON BOTTOM&24'ON Diaphragms Floor Diaphragm ' Tep,torn at mmnemiam (Face-noilcd) 4-16d 5.164 j0im,-w.h side A 16 138 IBB 242 30071 Aspect Ratio Tabic 3.1613 3.1.3.2f Send to Sped (Face-nailed) 2-I6d 2.16d 24"o.c. 20 171 2]0 293 362 CENTER ON TOP,ALL TO BE 2'FROM EDGE. MIN. 3'X3'X1/4'STEEL BEARING PLATE AT EACH Heotlerlo Hevder(F.cenoiled) 16d I6d 16"o.c.along edges 'L 1 24 204 272 345 424 N END. --= -- FlaorDiapmagm Openings Lcsscr of l2'or 50%of 3.1.7.29 1.4 ..1 28 237 314. 397 406 12) UTIL6TY AREA OF FURNACE AND ATTACHED GARAGES TO BE FINISHED WITH SAYFIRE BuOdh,Dan...bn Top or Bosom Plate to Stud (End-noilcd) (see T11dr SA) (sec Tubli,15A) send er P < 32 271 356449 548 O \ IN' p.4 ynavc'i4a1 „S ,rv1v'Jn'V'.' L,'• D '8F-VN;:y.;;'" .i';.i'.+,1•.")n"(r:]";ye.' :�t:n.1:4':l'"`W`ALVSYS '9'$`s:ui:{i Ey:""7vbf A'�f,.411!i;'(., ..ria' . tttr,�•n 9� m PROOF G.W.B: TO CODE. a.�tr,. ,, .�r;itu„t,ka,m. ,.,{rrX,.;4Y,v./....v. .,.1'y,. .,.-..IPRIMret..r,eM.-,rt„Y..,iI...�.;.l)arG:aY,A'u ed6'Ta4+Ye7' Bolcom Plate to Floor oisq Band Sill Foundation 36 304 399 501 61D 13) FIREPLACE TO BE SUPPLIED WITH FRESH AIR VENT AND GLASS DOORS PER 2003 ENERGY - j ioisl,Endjolst or z-16d''' 2d 6d s per ram p CONSERVATION CODES AND FIRE PROOF HEARTH TO BE INSTALLED PER CODE. (FRAME Wall Sends Losdbearng Wall Height 10' 3.t.3.3a Blocking (Face-nailed) (Crawl Space or -i fm/a Bas.mem 20 111 ]OIR 170 353R 233 41 OR 302 470R FLOOR JOISTS PER CODE AT HEARTH WITH REQUIRED SETBACK). Non-Loodbeadoe Well Height 20' 3.1.3.3. - FLOOR FRAMING , GO 2 24 144 212 285 364 IIT! 14) yC � DENOTES 4X40C.A. POST ON 4"XB'X16'CONCRETE BLOCK 3'-0' - Joist w sill,Top Plate 6,Girds, (Toe-nailed) 4-Rd 4-end Z 38 177 254 337 426 0 'I' BELOW GRADE. ALL DECK FRAMING TO BEA C,C.A. PRESSURE TREATED Wall Stud Spacing 24"o.c. 7.13.36 parjaisl l2 211 296 789 488 Blocking to Joist (Tac-nailed) 2.Rd 2-end each and y LUMBER. Sheolw.lis Shcerw.11 Line O(fset' 4' 3.1.7.3. 1.5,7.16 Blacking 1.Joint(Toe-wil.J) 2-Ad 2-I0J wch unJ J6 244 339 441 550 15) ie^ I DENOTES3W DIA LALLY COLUMN ON 24'X24'X12'THICK POURED CONCRETE shwrwan story offset' a 3.I,J.Jd 1,6 Blocking to Sill orTop Plate(loe-nalled) 3-I6d 4.16e tach block 2R 117 aI1R 194 4822 n7 • 5592 366 641R z JBE Ledger Slripm Bcam(Face-nailed) 3-I6d 4-I6d h 3 32 151 236 729 428 FOOTING. 'X16'LALLCONCRETELUMN PIERS ON 12"POU ED CONCRETE. Shcorwall Segment Aspect Ratio Table MID 3.1.3.3. 1.7 1 l0isron Ledecme Be.. Tac.nailed) 3-hal 3-Ind caeja[st iB) fT DENOTES 6'X15• CONCRETE PIERS ON i6'X24'X12'POURED CONCRETE p naieLst 36 124 279 391 490 ---� FOOTING. Band Joint a Joist Bnanailcd) 3-I6J 4-I(J perJolst t 7 I B.nd Joiam3i11 of Top Plalc lToc-noilcd) 2-I6d' ]-IfiJ 12 105 157 436 147 185 4l6 191 214 9]6 2)9 246 4)f' per foot 17) BASEMENT SLAB S A BE B POURED CONCRETE. LbRafter 16 uR INR 242 300 19) CRAWL SPAC'fE SLAB TO BE 2"POURED CONCRETE. Lumber oer Span(Horizontal Projection) 2G° 7.1.3.4. - ROOF SBEATUINC 19) GARAGE SLAB TO BE 4'POURED CONCRETE WITH 9'X('X6/6 STEEL MESH REINFORCING ON Batters Rather Spacing 24"o,c. 3.1.7.46 - Swewrol Panels Re IUJ _ p 2U 171 230 Z9] ]62 0 -/C COMPACTED SAND S GRAVEL. PITCH SLAB TO DOOR MIN. '/,' PER 1'0'. Diagonal Board Sheathing (sec Table 7.10 -- t'my LS 1 24 204 272 345 '424 20) FURNACE AREA TO HAVE FRESH AIR VENT AND FIREPROOF FLOOR TO CODE. Eovc Overhang Length' Lesser orx'or 3.1.).4e 2.If .I I"x6"or l"x3" 2E 2-Ind permppan )2tL.� 'p��( 7�� 2N 237 314 397 486 21) INSTALL FIRE STOP BLOCKING IN ALL LOAD BEARING WALLS. mfterspen/3 I 1"x10".,wider 3-Rd 3.1 Od 32 271 356 449 548 22) FIRESTOP PREFAB, FLUE SHAFT TO CODE. MAX. B'-6"ON CENTER WITH 1 HOUR RATING Rake Overhang Length' Lcsscr°f2'or 3.1.3.4. 2.Ig CEILD4G SIIEATIDRG per supp.n W.11 B.nam Plow to 36 304 399 501 610 USE 6/8"TYPE W GYPSUM,BOARD. penin span/2 Foundation 20 If 170 233 302 6 23) SEPARATE HOUSE AND ATTACHED GARAGE TO CODE 45 MIN. RATED WALL, DOOR,S JAMB. 436' 436' 436' .Il ' Roaf Slope Flat 1.L7.gd Gypsmn Wallboard Sd caalen Sd c.oleIs 7"ere/10'field (Slab-on-Grade 157 IBS 214 29G DOOR TO BE SELF CLOSING. .. , s ) O 24 147 212 287 384 24) IFASWIMMING POOL IS INCLUDED IN THE PROJECT, IT MUST BE ENCLOSED WITH A 4'HIGH Roof - Reef Aspect Ratlo' T.blc3,l6A 3.1.J.4e .WALL g}IEATHING: 3N 177 254 1377 426 DI°phmgme Simered Panels Ed Bid (see Table 311) 32 24 296 , 449 488 FENCE 6 SELF-LATCHING GATES,TO NYS CODE. , Fibab.a,d Panel ]6 244 339 441 550 25) NOTE:ALL LUMBER TO BE INSTALLED AFTER MOISTURE CONTENT REACHES AMBIENT 'See exceptions. 7/16" 6dr - 3"edge/6"0eld 28 117 1 157 4361 194 185 436' 277 214 476' 366 246 4161 EQUILIBRIUM CONDITIONS EI. GIRDERS, FL.JOIST,TRIM, ETC, =Fonmfanow leads.tabulated¢pans are limited la 20 fl. 25/32" Rd' - 3"edge/6"otic ' 3 32 151 236 329 428 26) INSTALL GALV. RAFTER TIE DOWNS TO TOPPLATE9 IN ALL FULL HOT. CLGS. (CATHEDRAL)& Operran ALL RAFTERS AT SEASHORE. (SEE HIGH WIND NOTES) Manacled 5d caalen Sd comas 7"edge/10"fmld !t ' = le 144 279 381 490 27) BUILDING FELT(OR TYVEK OR EQ.)TO COMPLETELY COVER SHEATHING. - 'TABLE 1609.1,4 I' Pardhoam Ba ed -(xerroblc-3:++r �'µ e Rio L = Cewecl.r Mahn mod. 28) IF WOOD'I'BEAM9, MICROLAMS OR EQUAL ARE USED, FOLLOW ALL MANUf. SPECS. FOR WINDBORNE DEBRIS PROTECTION FASTENING - Particleboard Pmeb ad ed (see manufucmrer) IZ Ff ('o L _ Comc<mrlmcal load(perpcndicul.to Wewalq. S Cowamm,luca,load(prmlbi to we wall). SCHEDULE FOR WOOD STRUCTURAL PANELS-A- Diagonal Board Sheathing R = L'W for wind perpendicular to the rise and W/L for wind parallel to the ridge,where W is the building SIT�•STORAGE, INSTALLATION,GRILLING, BLOCKING,S LOADING. FASTENER SPACING Inches 29) TtfE ARCHITECT 19 NOT RESPONSIBLE FOR CONSTRUCTION MEANS OR METHODS. •��� � ( ) r'x0or r'xe^ x-ea alOd perevppon width and L 1s the building g 30) ANY STRUCTURAL CHANGES IN THE PLANS MUST BE APPROVED BY THE ARCHITECT OR I;,�111' If FASTENER 2fee'. 4 feet. 6 feet< - 1"x10"orwider 3-8d 3.10d 'din len th.5 O SIBLE FOR THE ENTIRE PROJECT. = per supp.n PanelTHE ARCHITECT I9'NOT RE P N BP gypE Panel Panel Panel r; 'n l "';I.;I , span w , ..I,, AneM1amge require)to resist lalcmlloadsshall be detennived in the fonndaHao dcilfy persectl0n 1.1.4. 31) THE ARCHITECT ASSUMES NO SITE CONDITIONS THAT ARE NOT INCLUDED IN THE PLANS. t (LBP e2feel span Span spanslmllar .diem .steel :steel Smtctural PanelsTabultedupliftand lateral loadsshall he permitted to be multiplied by 0.75 md0.92,respectively,for framing not ANY ROCK FORMATIONS, BEDROCK, UNDERGROUND STREAMS, ETC. MUST BE SITE ) 1"°nese Ed lOn 6"edge/12"Reld lacimdwithiv 8 feet°f bmiai°g comers. INSPECTED BY A LOCAL ENGINEER S ANY STRUCTURAL CHANGES THAT OCCUR THAT 1 2l/,#6Waod ,6 16 12 B grwtu thatP - lad 16d B'edge/6"ficm r TabulvtedupliRlonda assumeareofwdceilivg v�eembly dead load of9p'sf. (0.6x l5 pet=9 psf). CHANGE THE PLANS ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. Diagonal Bond Sheathing j a Tabulated.hemcapadty requirements reavme all wall,are sheathed inaccardence with Section 3.4.4.2. Fwather ,32) COPYRIGHTED:ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT PER UNITED pp� Screw. 1"x6"or I"xR" 2-pd 2-lad persuppon - STATES CODE ALL ARCHITECTURAL VsrCREATED AFTER DECEMBER 1, 1990, INCLUDING o 2428g Wood I"x10"orwider 3-Bal 3-IDd per uppon well.headd,types the mbulatad She.capacity of 0ecavvemjon Shall be dlvidad by the approprateshcething typo THIS SET OF'PLANS, IN TERMS OF OVERALL FORM AS WELL AS THE•ARRANGEMENT AND 16 16 16 12 odi,nwen[factor in Table 3.17D. BP Screws ' Nailing requirements are based an wag sheathing..tied 6 inches onaenter at the panel edge.If wail sheathing is nailed 3 inches onaamerat the COMPOSITION OF SPECS AND ELEMENTS IN THE DESIGN, FOR A PERIOD OF 75 YEARS. panel edge to Obtain higher InSpr.....Wca,nailing requirements aa..trummal member shall be doubled.armtemate a trumm.,suds se She. i Postal: l inch m x-A=.I foot=304.8 mm,l pmnd=OA54 kg, plate,shall be cud to mainwlathe load path. (mile perbour=OA4 maw = Whenw.11 sheeting is eontntall verennaecwd nwmben,the tabulated numberafn°ils shall be pavdned to be reduced to Wind nail rfooL !COMPLIANCE WITH RESIDENTIAL CODE OF NEW YORK STATE DATED JAN. 1 2003 a.This able le based an maximum wind GrD9nd Wind 6 MIgB� weathering Frost arm as Deas Wlntor ICS shIEld Flood 7� • e p (3-attend gust)of 130 ° Carrodav rcslswnt 11 gage mofiag.oils and 16 ga8e mPles amPemdtted chwklBC fee.ddlHvml requvemrnts. P §I 9 y MINIMUM mph and awn met height of33 feet or less. 90➢W speed Ae51gd II a Design Underlay- hazards EM9ELte ENr• b..Fastener shall be installed at apposing cads of the wood mmctunl load (Mph) //Category depth Temp ment 1- panel. , Nfie required c.Wham ccrewc.re dmchrd to masonry or masonry/Stucco,they shall AMERICAN FOREST&PgFFA ASSOCIATION ----•^ , '- , - - 45 PSP ( A sev I e 32' M cerate SIIgh[- 11"F 1 1 y �O Typical BP be notched utiliting vibration.resinmt anchor having.mIntmum i - - -h n mgdeLele � InstalleE withdrawal capacity of 490 pounce. with a Mudslll a .. __,____ .___ __ ....___.- Anchor Solt TYPICAL WALL SECTION Baale:r'=1'13" Table 3.4 Loads - Exposure Fre 13 (Cont.)to Wall Connection Requirements for Wind TABLE DISTRIBUTED VENTS TO OF ROOF W/RIDGE VENT OR ROOF - -- - ' Loads - Exposure B ( MINIMUM UNIFORMLY DISTRIBUTE➢LIVE LOADS VENTS 70 COOS - hn pauntls per square fool) L1ve6L00AD NO IF JN ; R 1 Dead Lead Anmrupfima:R.of/C ilhal Assembly DL=15 136E -'---'-"-- Exterior balconies ,17 Os.FILM psf Casket 40 9'BATT INSULATION WNAPOR BARRIER ON 7mce SpecificsedhtWwd 120 130 14O - - - ° SD° HEATED SIDE. - Passengervehiclegmvgesa ---- a J 150 . ...-�_,_.._ . Make without storage" 10 ''gG�PhBD.--_- -- ----------- AS,W/2003 CODE 213 r `Rafted mac RaoFSpan Re alma Co oci of Connection lbs. ---- - BY USING W.F.C.M. WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION A0liaasouncraragc''` TOTAL SPatwB(ivJ 12 D''' L S 207 UIA L S U'^ L s UL S Rmmne other than sleeping rooms 40 USING PRESCRIPTIVE DESIGN METHOD. 1/2" DIAMETER"J" BOLT `5FPPC�4`�R T�3G7 �rZA Slexping roams 70 \ ) I2 165 s7 TOR 207 bs •622 257 21a 952 z99 2a6 1098 II CENTER SPACING into FOUNDATION WITH 4"x 4" x YA" 360 B.P. PLATE OVER 248 302 3 i Z e °°:: stinks 40` J / 1 f "sl - I � , / Lr\.J 20 2116 13 290 353 422 m SILL PLATE. USE 1 Y," X 20 GAGE STRAPS @EACH JOINT, SILL PLATE TO I::'':':I Onordrn0annd hnndrai(a 2DD •„ r,,, „y 12 24 264 332 405 484 N FIRST FLOOR,WALL STUDS, IST FLOOR WALL STUDS TO2NoFLOORWALL O Pur S1: IFound ptisyearcfnm=11.11471kN/nr',Isgnarvinch=G75mm'-, I pound=4A5 N. I)((7 FASCIA 213 297 774 457 596 0 STUDS, WALL STUDS AND TOP PLATE TO ROOF RAFTERS AND OVER H2lnstallatiOn D�(z) HZ•5 EmvmedgarageDn.sSheRhecapmllcul',"PP'nmgu21ah"Immd'-ad 2 416 09 604 -94 RIDGE AT EACH RAFTER OR 2X4 COLLAR TIE IN UPPER THIRD OF ATTIC AT uppfi.Aovar.20-,curare-lael'ure.. SOFFITsN/CONT.VENTING C 36 364 Iallosmnrgc with mol'slope not nvar 3 units in 12 torte. LOAD1,DPPLGWAtLSBBssiop 4s9 561 fi99 IT 16" ON CENTER. ono ea wrncwnu° 12 220 210 932 275 24fi 1092 335 2Bfi 1262 390 8 1452 CROSS SECTION END VIEW 4 '._. (J'-. .coo m 17 R 1 r \ 16 :fid 331 401 460 0 ASPHALT SHINGLES FOLLOW NAILING SCHEDULE 2905.2.6 MIN 6 z I ?' Os,FILM _,J 20 308 346 471 565 N FASTENERS PER SHINGLE, BLDG. FELT, INSTALL PER R905.2,7 m TYVEK- f a6 2a 397 SIDING BEFORE WINDOWS 1� ,-, 52 442 540 645 '0 (ICE SHIELD REQUIRED FOR IST 24" ABOVE START OF INTERIOR WALL) %'CDX 2R 197 499 609 Tse z N,Y.S. BLDGCODE-TABLER301.2 (2)WINDOWSTOMEETD.P. RATINGOFMINa� _ _ -�� 0 4 D;�t4Ti6'ONCENTERW117f/2'BATTIN6ULATION 32 441 611 748 Rn O Ya'GYP.BO. J6 1N4 GII 748 894 -'- CEILIN " '- 5-t;r�p m IG FILM ------ 12 365 210 IIIR 730 246 131R 402 206 ISIR 470 328 174R DIST y ' :TOTALR Um1IR m.045, 16 317 97 4N3 576 AF Z 20 370 464 565 675 192 .' 24 423 531 648 774 FLO1 -7 1 R 1 ' 28 176 598 731 673 .. 1 '7 LS,FILM AND FINISHED FLOOR -- 72 s29 G6b fila - -� 977 Si ryCDXSUaFLOOR GLUED AND SCREWED TO JOIST- 36 583 734 697 1072 I JOATr INSULATION WNAPCRSARRIERTO HEATED =iJ 12 331 .315 1392 417 369 Ib7R 502 428 1892 598 492 217R .'y"'s7?s'+... . ` A SPACE "OLLOW COLUMN UPLIFT CONNECTIONS DE• 16 396 496 604 20 a O.S.FILM 20 •162 SP Somin9 Plate I 540 707 fl4] EEE H 3 TOTALRU=i/R=.1145 r 24 24 528 fi64 010 Ancbor Min Min MIn Allowable Beam \ rn 967 Anchor DNII511 MI° An.ho, End Ed a T(ndan Connection Allowable +` j 2g 595 Op EmMtl. l Londa _ 742 914 1091 ' 0h 4nplh Dist, Old. Lacca Marti No. .. r Installation f ^----- I 32 661 137] 1216 IRS.T0g0 s r � 1017 ' ',i 1/0 4'/. 6'/1 Star 3'/x 2860 BP'A 2345 �� `,.--� , 'I' V 36 720 917 1121 1340 '/a 'e 4'A 6'A 61/1 1%4 1920 LTT200° 1750 '1 (( - U = Connector uplin load ?y L. 5 7 7'A 4 4000 HTT22a 4000 " Double 2x FL OR 15'DIAMETER'J'BOLT MAX00 AT CENTERS / I/ Ih_,_.._� ., L CappenW, meal load(perpanduth,to the wall). se 1,. 12 14 716 1°/1 2800 ' 'BPA 2060 minimum J01 T 'MAX 1'-W FROM CORNER INSTALLWASHERS&NUTS IX1�. a"�{�-..-�-,-- 5 Connector sheer[end(parallel 1. he wail). �, I T 1J:I�''-1I = UW for wind perpendicular to the ridge and W/L for wind parallel in the sidle,where W n the building width dad L rs the 8, 7A BuA D% 10'A 5 8116 SPIX 4400 for header 12X6 COALUN R 1A 7/. 6=A 83/ 1011 2'/x 4785 BPsA 4400 or beam - 'I SILL 6FALUNOERTERMITE SHIELD Ly��s5y^1�J� buildiv Ica. FINALQ"DE s sir. =A 1, 7'A e3/1 T1s/a 6 7860 BP=/a 6196 1 � I - 7e 1 15'A 17% 11% is/1 5460 BP7p 61mr �� . Tc Tabulated uplift and larml loads shall be permitted to be multiplied by 0.75 and 0.92,respemively,for finning not located wuhm8 I f'e 9 11 13'e 6 8045 BPI 7100 wad - 'l ,, teetefbuilmag..men. !j • p 1 Ar P.C.SLAB , --. -- *:,, Tabulated framing loads assume a building located in Exposure B. 2 P.C.SLABATCRAWL SPACE ' - /, +•i' a T.bummduhfl loads assume a reducedmofand critics assembly dead laid 019 sf 06x 15 ef= I 1'e 9 11 13'e 3Vx 6745 BPI fi745 P 1:u a 4�CI LAllowa6le loatls lrv'rmsbmplh are based an 4.Lnatle are based on OntleA307sSAEI0IB I, Threaded that I. ,n 10'P.C.FOUNDATION WALL _ {': p e Y P ( � p 9pso-. I fact I of saley of lour uo the avenge Martin threaded rod. W/OAMPRODFINGON EXTERIOR �• I_);`' ' Tabulated uplift loads.e spccifcd f.rrmf-la-wall connections. When calculating Uplift loads farwall-to-wellarwall-to-feundmion Inatl.shay may nm be lnenaeed ler loatl SXP[aids are band an Fol equal to 625 PSI. CN Coupler Nut L+, connecdo.,tabulated-pion values shall be permitted m be reduced by 60 plf(0.60 x 99 pip for each full wall above finally, Allowable loads for other species must be fl,, t.For two pour co,Anon,Increase anchor length .adlusled to cads. BACKFILL--isw' . and nMoetlmonl diel 4". b.sea Optional Installation. Minimum end CLEAN SANG ' -i 7.Coualb nal to be A4107 of ballot 7.For epoxy anchorage,rotor to papa 3. distance la FOOT W/K Y - - ,threaded rod ON N V am table ! ' %(flGIN901L 61M N3'0'$ELGW GRADE ;¢ -� FL 172 i CONFIRM DRAINAGE OF SOIL,IFINAD�QUATE, \\` ✓_ r' Optional Installation ^°- 101 T Ube LTT20B with l0.16d ( f INSTALL CONTINUOUS FOOTING DRAIN TILE TO common or HTT22 with ,'',sem • ;,1. i STORM DRAIN. -- 32-16d sinkers fastened '" �'•','""'.� m beam or header., 19 ---- -_ (D S 3 '39--77 ,-..._.--...._-.Y._-_• _ _..__ ..,------.-------__.•.,--_...-... _. .._.-- =�1 • _ I A RED q �}t e(, AN)N SurC-R N X159 - -.IZ�ch ��'� lel G. N f { 1 s cti c 7 1� 0 ADX 17 D� IZg TC.SSUP A ! E Q ''Ua7000 tvy _ e�G�pBo M SGTr� _ � frUOA,hr aril; I= 11•^I 7ztar- �j _ / c . �Od�l P I �'VGF' - 6 X3--04 1�p r� r- a NEV ` - r OI Y�