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HomeMy WebLinkAbout31223-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32090 Date: 12/20/06 THIS CERTIFIES that the building ACCESSORY Location of Property: 435 BEACHWOOD RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 116 Block 4 Lot 24 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 22, 2005 pursuant to which Building Permit No. 31223-Z dated JUNE 26, 2005 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 ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to WILLIAM A & DIANE BEARDSLEE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Au horized Signature Rev. 1/81 Form No.6 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. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling $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. �_ ? �lo New Construction: Old or Pre-existing 7 Building: l p i(cehe�ck one) Location Location of Property: � 9 3 f House No. Street Hamlet Owner or Owners of Property: -___� Suffolk County Tax Map No 1000, Section ______Block _Lot , Subdivision Filed Ma p. Lot: Permit No. 3 02 a 3 'Z, _Date of Permit. (o _ off_ OS Applicant AA'ffi 6 M�_ ;az�6eard&1e C, Health Dept. Approval: _ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) 00 Fee Submitted: %25 -,A Applicant Signature co 07 0 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32091 Date: 12/20/06 THIS CERTIFIES that the building ADDITION & ALTERATIONS Location of Property: 435 BEACHWOOD RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 116 Block 4 Lot 24 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 22, 2005 pursuant to which Building Permit No. 31223-Z dated JUNE 26, 2005 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 & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to WILLIAM A & DIANE BEARDSLEE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Autd6rized Signature Rev. 1/81 Form No.6 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. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling $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 7 Date. — _ ^ � �co ---- New Construction: Old or Pre-existing Building: (check one) Location of Property: �� �E.Of</Gy6c�,� �i, /� i /otrrE _ /93f� House No. Street Hanilet Owner or Owners of Property: __ GC/ic c ... �. a--; Ac z - - Suffolk County'fax Map No 1000, Section � Block cc -- - �L.-- - - Lot - Subdivkion - — - - _Filed Nlap._ Lot: q� p -- Permit No. _ °j ) a d 3 7- Date of Permit._ 6, ' ?y- OS Applicant 6 �r ._i m Health Dept. Approval: _ Undenvriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: P` (check one) 00 Fee Submitted: $ 5 Applicant Signature cad 3�� 91 �cw �/I'7C;s?s.� �,. � `c R� �q,//.'r'7`. •�1+., ..fi�" `3�1,� �•C "'?.� \.,A \ 1-1 �c�\3s �ac� ac/-'�oc/—�ac� a e' Il V,� 1.:,4J--?J ��� _.�•�i�J:.�V� �,.w�_ t 1_lam w�:/ttj1=�f�J_�y7i �t J � � (�{,'���� ,.r O`� f 1 ' Elo r`'•-. '\S\\�\\\i111 III i! II III II � "• I f�" `4i f3 ih.1�� f� t (3n VwAAA IU VIII/v s r ice/ °' �/////nll I�VAVAn ✓ - 1, IIIAVAlA�� ✓ VyM %act Town Hall,53095 Main Road O Fax(631)765-9502 P.O.-Box 1179A� 4 1 3t Telephone(631)765-1802 Southold,New York 11971.0959 BUILDING DEPARTMENT TOWN OF SOLIMOLD CERTIFICATION Date: Building Permit No. Owner: _�— (Please print) Plumber:K K �\') Cn rv� \�C CA-,(\C6 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of ) 2066 Notary Public, `�` County BONNIE!.DOROS10 Notary Public,State Of Now York (ld� °!epee• (.=o No.OID06095328,Suffolk County Term Expires July 1,20—4 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. 31223 Z Date JUNE 26 , 2005 Permission is hereby granted to: WILLIAM A BEARDSLEE 5 FERNCOTE LANE BROOKVILLE,NY 11545 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC AND TRUSTEES WITH FMEA FLOOD PERMIT & ACCY GARAGE at premises located at 435 BEACHWOOD RD CUTCHOGUE County Tax Map No. 473889 Section 116 Block 0004 Lot No. 024 pursuant to application dated JUNE 22 , 2005 and approved by the Building Inspector to expire on DECEMBER 26, 2006 . Fee $ 949 . 90 Ja.(ao(aG C4�,� p_ 1 91!v A ori ed ig re ORIGINAL Rev. 5/8/02 S U T E R AND S U T E R D E S I G N • ARCHITEC T U R E • L A N D S C A P E December 15, 2006 Mr. George Giller Town of Southold Building Department PO Box 1179 53095 Main Road Southold, New York 11971 Re: Beardslee Residence/Garage Permit#31223 Trustee # 5958 Beachwood Road Cutchogue, New York 11935 Dear Mr. Giller, Enclosed please find the RES-CHECK that reflects the R-19 insulation in the walls. We made an on site inspection & all complies with the NY State Energy Conservation Code. Please contact us if you need more information. Thank you. Yours Truly, 9 Suter & Suter + r,. ,r a RMS/dh lq�zF Encl. .— Cc: Beadslee P. O. BOX 1709 124 JESSUP AVENUE QUOGUE , NY 11959 6 3 1 . 6 5 3 . 3 8 7 7 www.suterandsuter.com FAX 63 1 . 653 . 3878 James F. King,President atf soujy Town Hall Jill M. Doherty,Vice-President ,�0� �� 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold, New York 11971-0959 Dave Bergen CA Bob Ghosio,Jr. Telephone(631) 765-1892 �yOwn Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE k 0170C Date November 2:, 2006 THIS CERTIFIES that the garage, driveway, and sanitary system At 435 Beachwood Rd., Cutcho ug e Suffolk County Tax Map # 116-4-24 Conforms to the application for a Trustees Permit heretofore tiled in this office Dated 6/25/04 pursuant to which Trustees Permit# 5958 Dated 7/21/04 and amended on March 23, 2005 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 a garage, driveway and sanitary system. The certificate is issued to WILLIAM &DIANE BEARDSLEE owner of the aforesaid property. � � r Authorized Signature S U T E R AND S U T E R D E S I G N • ARCHITECTURE • LANDSCAPE December 15, 2006 Mr. George Giller DEC 1 8 Town of Southold Building Department PO Box 1179 53095 Main Road Southold, New York 11971 Re: Beardslee Residence/Garage Permit#31223 Trustee # 5958 Beachwood Road Cutchogue, New York 11935 Dear Mr. Giller, Enclosed please find the RES-CHECK that reflects the R-19 insulation in the walls. We made an on site inspection & all complies with the NY State Energy Conservation Code. Please contact us if you need more information. Thank you. Yours Truly, ERE ARCH R�'�\paPR M.SGT Cf. A Suter & Suter * „ RMS/dhsrq0F�7 *AO Encl. Cc: Beadslee P. O. BOX 1709 124 JESSUP AVENUE QUOGUE , NY 11959 631 . 653 . 3877 www.suterandsuter.com FAX 6 3 1 . 6 5 3 . 3 8 7 8 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 March 13, 2006 MAR 1 4 Mr. George Giller T J ) Town of Southold Building Department PO Box 1179 53095 Main Road Southold, New York 11971 Re: Beardslee Residence/Garage Permit#31223 Beachwood Road Cutchogue, New York 11935 Dear Mr. Giller, The Beardslee garage concrete footing is approximately 42 inches below grade, is 20 inches wide by 10 inches tall with (3) #4 bars and a key. The concrete block wall is 8 inches wide. If you have any additional questions please call. Thank you. rvv�g� AQ - D Yours Truly, I8o78 Richard M. Suter OF NEN y� RMS/pb Encl. Cc: Spitalliere Construction Mr. & Mrs. William Beardslee 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 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 January 20, 2006 -/ Town of Southold Building Department PO Box 1179 Southold, New York 11971 Re: Beardslee Residence Cutchogue, New York Attention Building Inspector: The galvanized strappi is installed per New York State Construction Code following the Wood Frame Constructio , , anual 1995 edition. Sincerely, e m Richard M. Suter STq�F 07B NEV" RMS/pb Encl. Cc: Spitalliere Construction Mr. & Mrs. William Beardslee i I MAR 7 I P. O . BOX 1709 L - 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 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 June 22, 2005 ' I02320u Town of Southold Building_Qepaitment„` PO Box 1179 Southold, New York 11971 Attn: Damon Re: Diane Beardslee T.M. # 1000-116-4 Parcel 25, 8.1, 7 Existing Septic System for a one family dwelling after renovations and addition. Dear Building Department, The existing septic system with a 1,000 gallon septic tank and with leaching pools that consist of 200 square feet of sidewall area at the Beardslee Residence referenced above is adequate for their dwelling after its renovation and addition. If you have any questions, please give me a call. Thank you. REo O� P�0 S T FP Sincerely, r � 16078A- Richard M. Suter qTf OF NEY�y RMS/fmr 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 Albert J.Krupski, President ��. QG Town Hall James King,Vice-President = 'y� 53095 Route 25 Artie Foster P.O.Box 1179 C4 Z Southold, New York 11971-0959 Ken Poliwoda 0 ^� Peggy A. Dickerson 'j' �� Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 23, 2005 William and Diane Beardslee 5 Ferncote Lane Brookville, NY 11545 RE: 435 BEACHWOOD ROAD, CUTCHOGUE SCTM# 116-4-24 Dear Mr. And Mrs. Beardslee: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, March 23, 2005: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit# 5958 to upgrade the existing septic system as per plan received March 1, 2005 by the Board of Trustees. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:hct OgpFFOC,�C � Albert J.Krupski,President O� QG Town Hall James King,Vice-PresidentC� y� 53095 Route 25 Artie Foster P.O.Box 1179 Ken Poliwoda C42 = Southold,New York 11971-0959 � n+ Peggy A.Dickerson y O�� Telephone(631)765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 21, 2004 Mr. Robert E. Herrmann En-Consultants, Inc. 1319 North Sea Rd. Southampton, NY 11968 RE: WILLIAM & DIANE BEARDSLEE 435 BEACHWOOD RD., CUTCHOGUE SCTM#116-4-24 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Thursday, July 21, 2004 regarding the above matter: WHEREAS, En-Consultants, Inc. on behalf of WILLIAM & DIANE BEARDSLEE applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated June 25, 2004, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 21, 2004, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, L , WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of WILLIAM & DIANE BEARDSLEE to raise the existing garage; resurface the existing driveway with pervious gravel; replace existing sanitary system with new, Suffolk Co. Dept. of Heath Services — conforming sanitary system to be elevated 2' above groundwater by approx. 355 cy. of fill and concrete retaining wall; and construct access steps over raised septic, and all as depicted on the survey prepared by Joseph A. Ingegno last dated June 14, 2004. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Albert J. Krupski, Jr. President, Board of Trustees AJKAms Vic I � l L A { ' ( yy" 1 • • t 4 � °' •• • 1 • ' • •, • If, • iT • euoersd.nrupsru,rmssiuens •w^.A.. James King Vice President 65096 Route 25 P.O.Boz 1179 Artie Foster &I Aort Ken a Foster ~ Southold,New York 11971-0959 Peggy A.Dickerson 0 Z Telephone(631)766-1892 00 10 Fax(631)765-1366 * 4 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. � ec .z( s- Jee- INSPECTION SCHEDULE Pre-construction, hay bale line 1 sr day of construction % constructed ✓Project complete, compliance inspection. New York State Department of Environmental Conservation Division of Environmental Permits 4 Building 40 - SUNY, Stony Brook, NY 11790-2356 Telephone (631) 4440404 AM Facsimile (631) 444-0360 Website: www.dec.state.ny.us _ Erin M. Crotty Commissioner August 2, 2004 William and Diane Beardslee 5 Ferncote Lane Brookville, NY 11545 RE: 1-4738-03374/00001 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Kendall P. Klett Environmental Analyst KPK/Is DEC,PERMIT NUMBER EFFECTIVE DATE 1-4738-03374!00001 August 2 2004 FACILITY/PROGRAM NUMBER(S) 0 PERMIT EXPIRATION DATE(S) Under the Environmental August 2,2009 Conservation Law TYPE OF PERMIT■New ❑Renewal❑Modification❑Permit to Construct ❑Permit to Operate ❑ Article 15,Titte 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control Hazardous Waste Management ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Tide 27:Mined Land Management Reclamation ❑ Article 15,Tide 15:Long Island Wells ❑ Article 36: Floodplain Management ❑Article 24: Freshwater Wetlands ❑Article 15,Tittle 27: Wild,Scenic and ❑ Articles 1,3, 17, 19, 27,37;6NYCRR Recreational River; ■ Article 25:Tidal Wetlands 380: Radiation Control ❑6NYCRR 608:Water Quality Certifca- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER William and Diane Beardslee (516)626-7543 ADDRESS OF PERMITTEE 5 Ferncote Lane, Brookville, NY 11545 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER EnConsultants, Inc., 1319 North Sea Road, Southampton, NY 11968 631 283-6360 NAME AND ADDRESS OF PROJECTIFACILITY Beardslee property,435 Beachwood Road, Cutcho ue COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk I Southold Hall's Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Raise and construct two-story and second-story additions to existing 1 '%story, one family dwelling; raise existing garage; install new sanitary system with concrete retaining walls and approximately 355 cubic yards fill; resurface existing driveway with pervious gravel; construct steps; install drainage system of drywelis; and place and grade approximately 200 cubic yards of fill around dwelling. All work must be done in accordance with the attached 21ans stamp2d 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 Conditions specified (see page 2 & 3) and any Special Conditions included as part of s permit. P M ADMINISTRA R: ADDRE S JWieland KP Region Headquarters, Bldg.#40, SUNY, Stony Brook, NY 11790-2356 A IZED SI N URE DATE C Page 1 of 4 August 2,2004 SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 4 4. All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration,whichever comes first. The approved methodologies are as follows: a. Stabilization of the entire disturbed area with appropriate vegetation (grasses, etc.). 5. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 50 linear feet from the tidal wetland boundary. 6. All fill shall consist of"clean"sand, gravel,or soil(not asphalt,flyash, broken concrete or demolition debris). 7. No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 8. Necessary erosion control measures i.e., haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until thick vegetative cover is established. 9. Roof runoff shall be directed to drywells as per the approved plans for immediate on-site recharge. 10. Driveways and parking areas shall be constructed of pervious material. 11. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. DEC PERMrr NUMBER PAGE 2 of 4 1-4738-03374/00001 ,ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24,25,34 AND 6NYCRR PART 608 (TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove oralterthe structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers,U.S.Coast Guard,New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles,ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under6NYCRR Part608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met 9. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit Within 30 days of completion of project, the bottom portion of the forth must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plan was prepared by Joseph Ingegno last revised on 6/14/04. DEC PERMrT NUMBER PAGE 3 of 4 1-4738-03374/00001 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees,and agents("DEC")for all claims,suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims,suits,or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands,easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,tide,or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility,including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAIDA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department A copy of this permit, including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal,modification or transfer of this permit. Such application must include any fortes or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System(SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities(SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify,suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification,suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit*, c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmerdal conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit Conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the pernitied activity. DEC PERMIT NUMBER PAGE 4 OF 4 1-4738-03374/00001 -T DEC PERMIT NUMBER EFFECTIVE DATE 1-473BM374/00001 August 2 2004 FACILITY/PROGRAM NUMBER(S) 0 PERMIT EXPIRATION DATE(S) Under the Environmental August 2, 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 William and Diane Beardslee (516)626-7543 ADDRESS OF PERMITTEE 5 Femcote Lane, Brookville, NY 11545 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER EnConsultants, Inc., 1319 North Sea Road, Southampton, NY 11968 631 283-6360 NAME AND ADDRESS OF PROJECT/FACILITY Beardslee property,435 Beachwood Road, Cutcho ue COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk I Southold I Hall's Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Raise and construct two-story and second-story additions to existing 1 1/2 story, one family dwelling; raise existing garage; install new sanitary system with concrete retaining walls and approximately 355 cubic yards fill; resurface existing driveway with pervious gravel; construct steps; install drainage system of drywells; and place and grade approximately 200 cubic yards of fill around dwelling. All work must be done in accordance with the attached plans stam d 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 Conditions specked (see page 2 Sr 3) and any Special Conditions included as part of s permit. 1 Ir PM ADMINISTRA OR: ADDRE S J�h . Wieland KP Region Headquarters, Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AlSI N URE DATE / Page 1 of 4 i C August 2, 2004 L ,of soft 6 31941-3 Z ® TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING POINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Ce� ��oa DATE ! �� a �° INSPECTOR jo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION IST [ ] ROUGH PLBG. IX [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINALI [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:-" � v � DATE /' INSPECTOR 'r3f souTyo`o 31 7- TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [' INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]AFIRE SAFETY INSPECTION REMARKS: C - � � LIP- �>v t DATE 3� d INSPECTOR pF SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ J FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS- DATE 3 f�3 INSPECTOR Jf� �o�yoF souTy°� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: A� - - -� 6u DATE 3r / �� INSPECTOR 'Gx FIELD XSPENION REPORT DATE COMMENTS a FOUNDATION(1ST) dK Dl— ly x ----------------------------------- ° FOUNDATION(2ND) ^rS� z w ROUGH FRAMING& y PLUMBINGAp D 41 o I� INSULATION PER N.Y. j STATE ENERGY CODE ~ a 4 FINAL A ADDITIONAL COMMENTS R1 M � Wk. IS 3 � y z° x y -- x d �K7 'V 7 y, OF SOt'1 A90/O` -h_ /,"l S�� TKliCre �f7P�c1�vv l do��Z,��r. /f //.✓I G/�^4!` ���Sw�Y�-1 /n lY/ I -7L 44K. X,,l Jo` TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board ofHealth /�0 SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey ✓ ww-w. northfork.net/Southold/ PERMIT NO. Check ✓ Septic Form ✓ N.Y.S.D.E.C.2 V Trustees 1/ Examined 4 ,20�� Contact: Approved ( 20 -S— Mail to: Disapproved a/c Phone:—Q 64 /S7� Expiration 20e�; Z —/ bignerds�e- 73 - /070 -— � Building Inspector ! APPLICATION FOR BUILDING PERMIT -- - Date /// , 200-15-- t T"6f ;- r s-:ilk,5 -_-_ INSTRUCTIONS 7;W a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector withA 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 areasand waterways. 5 ✓� • 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 regulatigns, an a t authorized inspectors on premises and in building for necessary inspections. G( (Signature of applicant or name,if a corporation) �EcnlCor� .�.v PooalVi/C- �y (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �u,NE✓Z Name of owner of premises i l A-NE .� (As on the tax roll or latest deed) �(� If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. e �2 ✓Vii t ne d Electricians License No. + Other Trade's License No. 1. Location of land on which proposed wort:will be done: 5'3S ,�SF,vG., ooy iS'.� Za7-e GGc% /ll House Number Street Hamle �! County Tax Map No. 1000 Section 116 Block 0 Lot 07 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed cohstruction: a. Existing use and occupancy Sn/G<£ 00 ,e b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration 1/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 3-0-01octio Fee 1 ) 5l7 (To be paid on filing this application) 5. If dwelling, number of dwelling units /' Number of dwelling units on each floor If garage, number of cars a2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. / 7. Dimensions of existing structures, if any: Front -37r� Rear aZ `f Depth ✓rG Height aa! Number of Stories CnArA6r T 12 4-A-V / u Dimensions of same structure with alterations or additions: Front 37 Depth 221 Height Number of Stories ea, 8. Dimensions of entire new construction: Front Rear '�7 1 Depth 77 / CHeight 7 7/ Number of Stories a <�-a r a a l x c ' T a0 i o..¢.c. 9. Size ofr ot: Front Rn, fi-- Rear Zw t I — Depth/ ��o�r+ 10. Date of Purchase 116-V.y. c2at)3 Name of Former Owner /�E AJ 11. Zone or use district in which premises are situated f� / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO t/ 13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises? YES /'�NO_ WrL� OA7 6�, _ � 2 .O�OLu'r✓/GCF 'vY//j'//J 14. Names of Owner Or premise?AWJF- /-,a- Phone No4!5-16 ,4026-r/.SY3 Name of Architect 45u4e--r' "ib SU4,rAL Address Q v o Pru -r—� � Phone No b 31-' (oS 3- 38 77 Name of Contractor SP i�,c1 e�G Con-, �j eA,;rAddress SaJ+J a 1d Phone No. 6 31 - 7 4 L 614- 15 l¢15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. �'�f 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 Q459 �t&0 6 6 6AOS t,6 t being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)H is the O w .✓ C AL (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. Sworno efore me this d f 2005 Not blit Signature of Applicant FRANK J. DECAROLIS Notary Public, State of New York No. 01 DE6080739 Qualified inNassau Co ty Commission Expires 23 D 6 �'•.. _ 7nr.•n Nall. 510" n ' `J't"'IlJ4 T. TERRY /— y r„ A1;11 fr .1. Cid n1 P.0. nnx 1174 TOWN CLERK � Suulhnld. Nc Yur1 1 I IEGISFRAR or VITAJ.SrATISIICS Fax 15 IPrI 765.1$N h1ARRIAGF OFFICIiR 1 t. RECORDS "ACE Ctn' '�" �• roOOFFICER TckRhanc IC61 7lr �OI _ FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations s of., the Code of the Town of Southold: "Floodplain Development Permit / i ) Application" ( FDP(93) 1 , and "Certificate of Compliance f¢r Oevel pment in Special Flood Hazard Area (C/C(93) ) . 1 11 UEG. 04 TOW4 OF SODT11Olq "Ju d i th Southold Town Clerk August 25 , 1993 ' • I• 1 1 • I APPLICATION # PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sien) 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made hereto. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expiry if ho work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits maybe required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the LoAdministrator or his/her repruentative to make reazonable cal Inspections required to verify compliance. 8, i,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANT'S SIGNATURE)' 'tl a,1S E Ka rf�P DATE 7• 7• D 5 ,;/SECTION 2: PROPOSED DEVELOPMENT frr-bc completed by APPLICANTI NAME ADDRESS TELEPHONE APPLICANT W;IIS q R' ,, S t L �'n n•r Bea rofSlr,c. S Fame ott Lam- t5rvokV Ir NY Lit, '7S- .3 BUILDER D5,10 S12 +41y'{ MA:t' red SDUTI�o1D IJ� ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, (be distance to the nearest intersecting road or wcfl-known landmark A sketch attached to this application showing the project loeatioo would be helpful. 435 lrXACA t.ioa d led C O+zho4+tl< N F It �3r � FDP(93) r I f I i APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A STRUCTURAL DEVELOPMENT 'ACTIVITY STRUCTURE TYPE 0 New Structure 1A Resideutial (1-4 Family) 0 Addition O Residential (More than 4 Family) '0 Alteration 0 Nom-residential (Floodproofmg? 0 Yes) 0 Relocation 0 Combined Use (Residential & Commercial) 0 Demolition P 0 Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? 0 Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT AC'"VITIES: 0 Fill Cl Mining 0 Drilling O Grading 0 Excavation (Except for Structural Development Checked Above) 0 Watercourse Alteration (Including Dredging and Channel Modifica(ions) , D Drainage Improvements (Including Culvert Work) ❑ Ro/�L, Street or Bridge Construction 0 Su/h��•vision (New or Expalssiom) i O Inthvidual Water or Sewer System 0 Other (Please Specify) Alter completing SECTION 2, APPLICA1`tf should submit form to Local Administrator for res�ew. SECTION J• FLOODPLAIN DETERMINATION (To be completed by WCAL ADMJNISTRATOk) The proposed developmeut is located our FIRM Pancl No. Dated The Proposed Developmcntt 0 Is N01 located in a Spedal Flood Hazard Area (Notify the applicant that the application review is complete. and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). 0 Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site w9 FI. NGVD (MSL) 0 Unavailable 0 The proposed development is tooled in a floodway. FBFM Panel No. Dated _ 0 .See Section A for additional Inst,mt r,s SIGNED DATE - r � APPLICATION # PAGE l OF 4 SECTI N 4: ADDITIQMAL INFORMATION RE UIRED To he com Iete Iv L CAL AD INIST•RA R The applicant must submit the documents checked below before the application can be processed- 0 A site plan showing the location of all ezutiog structures, water bodies, adjacent roads, lot dimensions and proposed development- 0 Developmcnl plans,drawn to scale, and specifications,including where applicable: details (or anchoring structures, proposed elevation of lowest BOnf(including basemenO, types of water resistant materials used below the fust floor, details of Iloodproofmg of utilities located below the fust floor and details of enclosures below the first Boor. Also O Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). 0 Plans showing the extent of watercourse relocation and/or landform alterations_ 0 Top of new fill elevation FL NGVD (MSL). ❑ Floodproofmg protection level Fl:NG`/D (MSL . For (non-residential only) ) floodproofed structures, ippl cant must attach certification from registered eogiaeer or _ architect. 0 CertiGcalio❑ from a"registered engineer that the proposed activ-4 in a regulatory floodway will not result in any incrcazc in the height of the loo-year'flood. A copy of all data and calculations supporting. [Itis fording must also be submitted. O Othcc ,SECTION 5: PERMIT DETERMINATION fTo be completed by MO AL ADMMI4fRATORI I have determined that the proposed activity. A. 0 [s B. 0 Is not in conformance with provisions of Local Law d_, 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE I( BOX A is checked, the Local Administrator may issue a Development Permit upon paymeul of designated fee. If BOX B is checked, the Local Administrator will provide a wrinen summary of deGeiencics. Applicant may revise and resubmit an application uo tlic Local Administrator or may request a hearing from the Board of Appeals. n � I a . .. APPLICATION a _ PAGE IOF4 APPEALS: Appealed to Board of Appeals? O Ycs O No Hearing date: Appeals - Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is i sed The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. t. Actual (As-Built) Elevation of the top of the lowest Boor, including basement fin Coastal High Hazard ArcaS bottom of lowest structural member of the lowest Boor, excluding piling and columns) is: FI'. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is Fl. NG VDMSL). ' NOT/E: Any work performed prior to submittal,bf the above information is at the riskpf the App%caSIL SECTION 7 COMPLIANCE ACTION (To be comolctcd by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oo inspection of the project to ensure comphance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES EI NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES O NO SECTION a CERTIFICATE OF COntpr IANCE(To be completed by LOCAL ADMINISTRATOR) Certificntc of Compliance issued: DATE: BY: Attachment B eAMP,i.E E PF COMPLIANCE CERTIYICAT for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARLA OWNER MIDST RETAIN THIS CERTIFICATE) _ PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑EXISTING BUILDING Cl VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19_ SIGNED: DATED:___ B. COMPLIANCE IS HEREBY CERTIFIED WITH TI;E REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ) 93) Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\Beardslee.rck PROJECT TITLE:Beardslee COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.20 DATE: 12/15/06 DATE OF PLANS: 3-02-05 COMPLIANCE:Passes Maximum UA=596 Your Home UA=559 6.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Eedutetel gYalue R-Value U-Factor 3IA Ceiling 1: Flat Ceiling or Scissor Truss 1881 30.0 0.0 66 Wall 1: Wood Frame, 16"o.c. 3496 19.0 0.0 165 Window 1:Wood Frame:Double Pane with Low-E 712 0.350 249 Door 1: Solid 42 0.400 17 Floor 1: All-Wood Joisf/Truss:Over Unconditioned Space 1881 30.0 0.0 62 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations s mitted with this permit application. The proposed systems have been designed to meet the New York State nervation Construction Code requirements. When a Registered Design Professional has stamped and st attesting that to the best of his/her knowledge,belief,and professional judgment,such 5 in compliance with this Code. Builder/Desi gnerDate l2 k )w q r9T 60 8 F EW l REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 12/15/06 PROJECT TITLE: Beardslee Bldg. I Dept. Use I I Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall ]: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] I 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?[ j Yes[ ]No Comments: I Doors: [ ) I 1. Door 1: Solid,U-factor. 0.400 I Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I 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 I with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder: [ ] 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. [ ] 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- [ ] 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 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I 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 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 I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] 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 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. [ ] 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: [ j I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: [ ] I 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 Thidwegs in Inches by Pipc Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl 11too 1" lip to 1 1-511 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. Incudallon i knesc 'n Inches by Ci�ec pjng Sya=LUs Range(F) 2"Runouts 1"and Less 1.25 to 211 2,511 to 4„ Heating Systeme 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 Systema 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 REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\Beardslee.rck PROJECT TITLE: Beardslee COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric WINDOW/WALL RATIO: 0.20 DATE:05/13/05 DATE OF PLANS: 3-02-05 COMPLIANCE: Passes Maximum UA=596 Your Home UA=550 7.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Val U--Eact 7J� Ceiling 1:Flat Ceiling or Scissor Truss 1881 30.0 0.0 66 Wall 1: Wood Frame, 16"o.c. 3496 21.0 0.0 156 Window 1: Wood Frame:Double Pane with Low-E 712 0.350 249 Door 1: Solid 42 0.400 17 Floor 1: All-Wood Joist/Tmss:Over Unconditioned Space 1881 30.0 0.0 62 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 9457 E. . ARCAII � Q�4 TFC # 0.4 S�. 16078t- qp OF NE`N yO REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 05/13/05 PROJECT TITLE: Beardslee Bldg. Dept. I Use i I Ceilings: [ ] I I. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Abov"rade Walls: [ ] I 1. Wali 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: i #Panes_Frame Type Thermal Break?[ ]Yes [ )No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor. 0.400 Comments: I Floors: [ ] 1. Floor 1:All-Wood Joist/Truss: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 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. Materials Identification: [ ) I 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. ( ] I 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 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 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 1818. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] 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 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 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. [ ) 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: ( J I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the I levels in Table 2. Table]: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts TTemW more(F 1bo 11, 11n 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 Rim Sizes Pini System L=s $gpgg.(,E) 2"Runouts V andT,ae,._ss51.�.542" 52.. 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) DATE REVIEWED: (' ,1:;2Y103 APPLICANT: DATE SUBMITTED: SCTM#DISTRICT: 1,000, SECTION: //d,BLOCK: , LOT: SUBDIVISION: 1v14 ADDRESS: X35 �&ac�wgoj CITY: t ZONING DISTRICT: A CONFORMING ?�lG BUILDING PERMITS OPEN/EXPIRED: PRE CO: YOR N BP -Z/C/0 Z- , INFO / P -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO / -Z/C/0 Z__' INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 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' REQ. LOT SIZE: -1'e)4 ACT. LOT SIZE:/l' eREQ. LOT COV. ACT. LOT COV. REQ. FRONT 3 PROP. FRONT REQ SIDE /Ar& S' ACT. SIDE t� REQ. REAR 35�PROP. REAR ✓ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: A-b DS ESTIMATED PROJECT COST: 3OO LYW-HIT T/ENGINEER: WATER FRONT? DFSCRIPTION���-�P3 �PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES o O (BED ft DTE:_/ /_ PERMIT#: TOWN SEPTIC RECEIPT: Y O(D NEW YORK STATE DEC: PRE-DEC 9/1/ 57i Or N DTE:�/ 2/�` PERMIT#:i`''7�'` SOUTHOLD TOWN TRUSTEES: ES r NO DTE: /,S_/� PERMIT#: 5 TOWN ZONING BOARD APPROVAL: YES DTE;/ / /_ PERMIT#: TOWN PLAN. BO#RD APPROVAL: YES DTL / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE ): ) or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: 139 q- SF SECOND FLOOR: 153 6 SF OTHER: SF INIT OTHER TOTAL 2 TOTAL: SF9 U FEE FEE FEE e(C) 1. 7 SF)- ��5�SF)= U 3 SFX $ •��_$ b� +$ +$ 100 =$ Sq_q 2. (__SF)- L SF)= SF X $—=$—+$ +$ _ $ 3. (_SF)- ( —SF)= SFX $ =$ +$ +$ _$ tlgG FINAL TOTAL: $ �l NEW YORK STATE 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: 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 REQUIREMEN 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 i 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) SURVEY OF PROPERTY SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK K COUNTY, NEW YORK S.C. TAX No. 1000- 116-04-24 SCALE 1 "=20' I OCTOBER 20, 2003FLAG I AREA = 18,536.58 sq. ft. Fuc AL (TO TIE UNE) 0.426 CC. ,UO a� FRESHWAtER WETLWOS � � ally ruG �yylvu AL r AL FtAc 9s, 2003 �-{\ k FLAG Oc„ ^ O ►J�1 C � NTOOD WAY) y VATS RIGHT OF •. B ' �pR1 67 .50. . x232 x X • . { G wwFs 42 22.3' u Q a 1.05. O.LE.IW' e.3' G.FL. EL. a,9 rd M 00 • � 1 a Z e FRAME N '• r Ad O GARAGE 4 m • 1 d 36.1' Ln 22.3' _4„F . Fm •? 1 O SHED 7 9'J of x°3 WDla- TREE • �. WE 0.9'E. my s z .3 e.s ; V u r m 1 F.FL Ei3yt' L .`L3 . a 1!'D,a. tREE 1.0E y 4.7' r � a =0 1 WOW. "REE c:0 k Sf y\ /ia CDlo. TREE p QC�v��f�( I s / / / A 240 li / / / / /% 1.HSTEPS x _ \� 9 OF04CE/ / / \ i � _7 6 1 x .4.8x\ — i i 4 x1i \. 5 i 1 I s i i i SURVEY OF PROPERTY , SITUATED AT CUTCHOGUE 9x o TOWN OF SOUTHOLDd SUFFOLK COUNTY, NEW YORK �'o S.C. TAX No. 1000- 116-04-24 9d SCALE I "=20' OCTOBER 20, 2003 CP AREA = 18,536.58 sq. ft. (TO TIE LINE) 0.426 GD. AL FRESHWATER WEIL"NOS �k. NAG NW. RA.c AO FI,aa OF 0 E ( FY pRIVATE f750r, R 4 X7.50' On E " 4 , N �g•38'0 n .i ' N sa cow °"' g3goo" W WIRES ys°x. -ayERHFM •4. . CSN ..M — .a.Y. ,"e•, �n O 1.a'E.OLE IW' e.e' cFr Et 59 R ,' • ueg $ as C. F g O Z• 4 : �, FRAME N , y1 O O • .. 9 b GARAGETIT 1+ R Ln — b 00 ��, � meAHMEDE 9 e WIN.. TREE G NOTES: O.�E 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: x� EXISTING CONTOUR LINES ARE SHOWN THUS: — —5— — \ 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 8) Sd 2&3 FLOOD INSURANCE RATE MAP No. 3610300482 G e9 . ZONE AE: BASE FLOOD ELEVATIONS DETERMINED as ' •DIeTREE TR rs 591 a'E. S c`~ � ,a•oIO. REE 54}F b\ /14TIo. THEY � 'e s4.W .L / NPE 9 `T —5 1� 8 N —� 1 J NPS O1 O W Jam/ 14� iN�oN _ ATEe 'DUNE CpPMWN/�g.1 �i2 15 w Ay 5 G REAS P PREPARED IN OLMCE WrtH THE MINIMUM Joseph A. Ingegno STMDMDe ib TRLE SURVEYS AS ESrA91JRHEa BY 1HE LL ANO APPRWE' AND ADOPTED UNARHORIZEO ALTETkTION OR ADDITION MR THE NEW YORK STATE LAND Land Surveyor TO THIS SURVEY 15 A 19TIOy OF I� SECT c Di THE NEW.YORK SPATE OaNE6 OF THIB SURVEY MAP NOT SENIIND '7 C 1 THE S1AANND SVpS 1 SFAL OR , M. Title Surwye - SubdlWa7ons - She Plane - Construction Layout' EMBDlEO SEAL l 9E CONSIUEREO TO SE A VALID f uE c0 t;�T PHONE (631)727-2090 Fax (631)727-1727 CERSIiTo TH S NgIOATFAcc MON SMµL RUN ONLY TO o PERSON R WRDM THE EUMN �i a fj R PREP ANpO�OENgNN ROWAN THE f,SF 6b Q:a� OFFICES LOCATED AT MAILING ADDRESS NGINDI ON ❑13 AND THE EXISTENCE OF RIO Ts OF WAY "''+�I NOS 322 Roanoke Avenue P.O. Box 1931 TD To OF'TH ' INSN- AND/OR EA VENTS OF RECORD. IF `ti�i.:. ,v ..F Riverhead, New York 11901 Riverhead, New York 11901-0985 �SEE N.Y.S. U.. No. 49666 1UIION, DERTI OA710N5 MEN TIfFNSFERASLE ANY, NOT SHOWN ARE NOT GUARANTEED. - 23-375 A-0 61; t] Ej" P TTF" TITP 7 4A TAW T�- r Aca ev'b"KV, Fc. (Ite�C4:� je, wt A �z I�p \5 L I at 1W ekS W, c itAll T" tt4 7 C_e7 �W) 0�bdll' �49 rj-t;C, -�4wjv r- f MW,1 +1.," AjTf i e- IFS, ucowF 74� T=4 Lf 5rrep V11, 66�jo we I . Ov t C-4,74 V4 c2iA4-k], HM ;,E NEW r-:0UJJDAeRc-'j6 7-4� HAVE AijcM (-D 23°3 IISMP01,J Ile CL)C�TIF -ro HOW QeW 12,K� ACa .5(u, V ct /Z,0 1 e 104- To tiWW M2toutic tjew 6,(u K AA1 c, _1007::cami1.1. VtA— -044- 4•ZW MAR 7 za -9 sc;, (,-44 A-Lu vl�-;W-F ---r, NJT� r S U T E R AND S U T E tip" _U7Z�Ujrr ,�,fLED A ,p AR C H I T E CT U RE LANDSCAPE DESIGN ?:�O ITOPA O�-- VeVIM FO be- AS 0- qe c. sLA6 V S T21E,t,4, 6eka q, (oo,C) 426E P. O. BOX 1709— 124 IESSUP AVE. QTJOGUL NEW YORK11959 1k 6 31 6 5 3 3 8 7 7 WWW.SUTERANDSUT MCOM FAX 631 6 S 3 38714 -4- I 4-1 �.11 I II 7"11 LO" I 1 d IJ"AY2A,Di= ', TI s F rn� 141411 p S / I 111TCIrPrv.. N �HI,. <` �` I Ydkl''f�=t/' � II - -- - � � I ,c �. —_ . - •- /L�'/L4Jfn ,� ,I�������yM(1,4�„�•, _�.— -- r. k 1 o / f'It H s Ui�Tf c b° Tom _ p$ �Y bi Ai L+' -iW. J�r•1` �IRRCLRLAlk2' 0.1UVCI U��'.�-.� _ _ I"� A-4 �y •�-� -�+ �, L�'Gl y�JYIE �YYi'F VrVt _ ILII '/ klm b -', \ t- �� 7-7 alp04 . ' .-_ . . I1t %! 12� I f T k �� �� �" - 1 :� — 1 �8� ---_._. _.1 � � 14' 'I ��o"ate. 12 �I i, 5 r r I { IP C9 G 1� � MICatf-4 ( ti �� +1 sI f1_ �sc. � 9'�,�i"1t �t"s��3�1 ArltrG err fir^ � s �. � � ----- -- — _ — t N , _ J 47 I E �i�, l I 1 J Ilk � I sQv_GkC [ - rc IAE�'15TIN41 vA45 V� Ii T F R AND S U T E R — S J l � ` -- AL,[ f F tP CC ARS �E � . .., .. ..,. D. E„S •I G N py_i` ry, ._ T"1�P:,Lt � . 1 `Ll.J-.�i .,. �1, _ u � Y +;' _ _, 1 - r �: r „J 1 M - ` Mid' nG'� `` TF,� _ 1 n �ocf�1Tl�I,�V y i�� w�T' ""R'� r-t q CHIT C T U R E L N - 5 C, -" -” - - - , / 2 ��G.h _ 7"L �» r�wr yaw q"` ® 'F�� M r�lU'Gtil t?E G SII -- -- _ _ e - - { l RO7� 1Ia7U9 I2 �gTeQ NEW �. ]✓ '�� � �, � I'�`"�� i+,l.�.�;, �3ULC c� I7 � _'� A� '^ ��- 21 �� �1TH a " 4 iESSUP AVE OUOGUp NEW 1 65 13878 l 653 3877 W W W.T E S S ANDSUTER COM FAX 6 3 1 F y � ` �� * OO�IST. �_ � ' SID Q I � � WIND-BORNE DEBRIS PROTECTION FASTENING FOR WOOD STRUCTURAL PANELS. -- - -- -- --- -- — -- _�- - For Max. 33'-0" MEAN ROOF HGT. HOUSES "' q 4" lag q�0u A.P.A. SPAN RATED 48124 GRADE 15/32 STRUCTURAL �1'Ia -- -- -- __ ...__. 4 ---- ---- - - - SHEATHING -OVERLAP OPENING MIN. 4" TO ALLOW FOR AND 2X4 ' ( E h`7 4911 G It SUBSTTRA STENER WHERE ROEQ'D.CALL METAL PARTS TO BE GALV. OR STAINLESS STEEL. ALL PANELS, SUBSTRUCTURES, AND FASTENERS TO BE HUNG UNDER THE HOUSE. z f7 -�YIO :P t 11 Jq �. r I I 116 . ..,. m m tvllv!ibc✓ I : I s °;ems C� UN iJf�P ?E� �PrNrL 1oE516N '�K 0�, Wf� .Cr, � --- - - MULTI n - IZF 7 r n Pra f 1 L 5 I - d" TABLE R307.212 r WIND-BORNE INO-BORNE DEBRIS PROTECTION FASTENING SCHEDULE EFM FOR F WOOD STRUCTURALFASTENER SPACING ,/_ I �V /' 1•y _'�., I. _ .- - _ S� •loot GYOOt 1// ® _s m 7 _�' 'maI-dI y, S_ ((-r�I I _ i1 ,,I I1 .'I ,s� d�I - _L ; Y I Igi✓.p{ppU!,,/(„t( wE t _�^7l � �s( ter,_:`.,�` . -.._,_- �Wy+ L �1\ 1 -' YFE PanelsP=n 9fo I6�'� aIds - si4> r_ Imilcperhou =rorSL ! = 2k m1h p<e=In�gY0r° I4 s5p4an1 ib a.Thls mblesbased on 110 mph rvind spcedsande33-fam mran mofheigbl. S TM�'1 O l•}UT Ii _�. �! .{ _ N Nffi'� '• L” '•' �� �� t .._—C �:' � `s-'.� 4 C`�• 11 Fasteners shall be 1n.N)ed Ioosn I,p Sends of lhewoed sllveWral pane. \' - !C ^—• _`. " <' '„ M .- _. 4 �( d7 _,;,,--. - -, .-- ,_— _ .I- - y_ e,Neils shell be IOd common., 12d bnnails. Y _ _� __._��{ _ -- 1--. ® I•—•,•-- � ^'1�r '^L^ �.rL."`�' ',�I � .1 ,� {{pt:• 'fj1 f, ^�j h,/h{ L�I-A,I�y.lp� �, v»i,,..... r-' .F d. Wbe'e sones e,eauacbed,o masoilrl'oi mesoniy/swccq d,ey shall be li'tf'1 ❑ - -- Y Vf fJl Yt ASLaJ^Kl f _ atteclm ol,bzm ty of4ion pounds, anchors hav MmS a ntinlnnnt»Ilinmle ' wiWdneal capecilY of490 pounds. -S) pA ,47' V C) LI 4 J7 zz 'sr td WA N- 0 C � la r J II r lZN0 I-4. Ca :11tG= i 2 r._I-muEtgLe- FWl ,W a-10 S U T E R AND S U T E R R frc cS 1,Z t-4kr_— d 1? V'�cd4> A o: � . _ y �1/ { ? S ^ C 'Pc' L LSA" l=vel. -trJ dh MA TL d (' Cc>c PT(t l (fit — t JG I f '{h F G9r�11Jlk�f�'� �cL "4 Jlt> E DESIGN ' _ � (K(o coat w i MO. B tLw ARCHITECTURE y (' 7y�*��� LANDSCAPE C A P I�,,,-,, , _.. . - , . '�.PM .� 1lrEtN�!'I;�F� ,�1....6..,.GwktST(tJ � Ir.i1�"'1�'. � lc"��'p�"I�L1? 1�`i'� It�u�+L.�t.tAd'k.I.u,2-„.,��{��� p��r +�+� x G � - �C��}�..�v .•- � ' �- � (�S L+r.. sr 1,.i. ., . - i. 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In- &Exterior-Viqlj owsr - Bar D.H. 6 2"a boor TW2852 Mete Y Lo ... w 3 Andersen ., Window 4 1 floor TW2252 White Vinyl, Low E Glass, Inte +9 _ . _ _' -D<6- - E✓ ��. �1J -1�--K'rLi�.G 2� 4iL A is Bar,d2over I Exterior Gf ,B;9peaei° 3 — ' —.- x –CCD!` -- - Window 4 st B i nom Andersen TW2462 2 over 1 IKa Dulled with DHT " Tem Bred 9fW I gb _ �S P LOWE Glass, Interior terioriG lte is SPIlyiplpsear �` l s - "Lv �J. (Si� .-AAf�- Y �iGY CC - - Bar „ -- Window 5 1 M . Bath Andersen WDH 3952 T,e'm ared 2lite aver 1 lite s 1 I �� -� ---- D.H. Tranenmq Its Vinyl, Low Glass, fQI Oc� /i-M y}� 2 i 1 Interior Exterior Grills \r �QCa� _ ... �, Q m Window 6 1 2nd floorA Andersen C 4 ,White Vinyl, Low E Glees '.I�.v S J"i�CiY11 VZJV� AE. ', I s 9 Bar ♦�• �4 J Casement right hand ,i#itedor 8 Exterior Grills.✓frbpeavf N", +� % Bar411t0 r'I' �- I Window 7 1 Laundry-right A amen 'e CR-1;Z,White Vinyl, Low E Glass, Casement ril ,1 � i KI Intednr&ExteriorG Ise( ..a 1 r4hYZAQL� FIKEYJ 2r ', 4lite /V _Ivo '� �' Window 8 1 Foyer Antlam TW seat,21ite over 1 Ste,Whit ,` ..,__�___.._....,_.--A .._.,......_ .-�....._,_..—_ c D.H. `� � � Vinyl,Low E Glass,Interior& 2oG.IC7.-e _:I(oi'`e,-�`: F1W'T'e .._ -_ Exterior Grills&ipseae�¢r Door 8 1 Front Door ague Valley Mahogady Polyure8rana finish,41ite, � Low E, Minted Frsme, Bronze /1-V C I - - ----- - - - - li \Interlocking Bill,Weatherstripping Door 10 1 Laundry Rogue Valley �2 8 I Pana)Insulated door selected Door 11 1 Breakfast And omen Y , 1 ArzN AF by weer, 6 penal painted door �{- NLG 061'It,mulled t NLGD33611S with cu m grills 4lite,Whit Vinyl, - �.'fo [11 G%J7 „p. a Low E GI ase•ps 9" '� " y -_� � "C_J , __ : ` M Door 12 1 2" floor Right Andersen FWN3161I White Vinyl, Low .J a Glass, &Spec r Ira \ ^' I 1 2" floor Lek FWH31611 AR c tom 4 lite,White ..__............._. ~ .- ...-. :, _ . _ _..�a. Vinyl, Low E GI m 4lite,W _ Door 13 1 Dining Anderson FWW80611 PALR sue m 41Ite, White ICU - f#"C27G 1"C { ' - ,��' 3 ti ...._. ...,_.� Living Room Vinyl, Low E Glass,&Space Bar � �I - V.e' JTt=� I IiGIilIC {� �• }' � D r 14 3 left hand Andersen it„a>tV� © . , 1I \ L7t I I �.�.,.,�x. i fT d.G {�2 CQDC -i`I CcJIQ. P h — t>w� 1L a vinyl, Low E Glass,&Space Bar 2 right hand >W*o•White ,p( Vinyl, Low E Glass, Window 15 1 Kitchen Andersen C3'5 4 Lite with AN21 Awning' 6 Pieces Transoms over-All mulled.White Casement munitd Mulled Vinyl,Low E Glass, Interior& 1 right hand 1lefthand � Q Exterior Grllla - - 1 � >J cl 1 --4 I b � ti h POi!''MCEV 66 ( II \ 10 AA�V I � - -- �, i�y� - - 0--ATF I r tJ& .",R^. �yJ, 4" CAST IRON WASTE L NE 2 t�. WITH j CLE RESIH AIR- VENT AND ATRAP TTOFAPPIROVED ^ Z I ti 4 I p p - _.... -..-..._. .... SEPTIC SYSTEM. .-.---.._, ..- � -rJ!� __ IiLh D” _..«.. C•G1 , r.... h .,`,�' , t.i� . 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BOX 1709 124 TPSSUP AVE OUOGU NE �, - , TIOO co At /f G'C�M,lUK+tit�f$` A26"h4„- lxlcTsvr(��-�� '1-9VA QQel/Z 4GGL StL O -- F NEw e _ 631 6 5 3 3877 W W W.SUTERAND$UTER.COM F A 7t 631 06 31 3 8 7 8 ' -�� M t �1 n1 7.G� a At_ , fty ---- ------_ _. - ___ -_-__ _ _ __ _ _ • i� t�IUw '�l l �` Wlfft �}' V I 1 yr +�, J�}' . .7j ” 2 (J 7 Ql f� ----------- ILVI - -- - -------------- m TIC j TZ Til Aca 11-2 -,moqt Fv� RAOF) Jb ij r V9 MT - I I CA lod Q�,AJIT 'Ftfeff LLkE� R.t C kl-; ........ 14 �.- 4 I— r — � �- r.Y? M:S L � � `�l�lii� �AY.. —�- yl— i��Jl"tt" L V� F?E J1Y� �� i � i ,-� � �'I'i I -0- Zo _0 mFu, 4 r'� 17-7 V:b"(DA-nct4 Alictfoe tdu7q e lWac A Tn c-Wc- swe�lot\l Ile �50A(11.uqo RATF — -T-W HOW onmi-Ai KJEW 4K6 sq —---- ------------- 100 ARC S U T E R AND S U T E R A R C R I T E C T U R E LANDSCAPE D E S TG N cD�-- T,;� be- Z:'P, -5�A$ P. O. BOX 1709 124 S UP AVE. OUOGUE, NEW YOLIK11959 . - - - s o _ ,� . !.. >-:^, � T,. , .- ``1 � ®� ®�, 631 653 3877 WWW.SLTrERANDSM�R.COM FAX 631 683 38781 (� ��10''� IQa �y��, 4L,�.1� — . «�� �_�.._.... �111j 2�$fi - �I,.�a....,_._._._,.•- Ldu� dsc��, -_2�_f✓__� 10 iB,,, I I I^^ IT c9 ,�� — nw, _ 19!'-4'' 6 . _.. �F c� 04 p f Kv I IdT. I",'f 1, s � _ �F 1 _ J - .. .. - ._.. . . . y _. — F,Ic76 ,. 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HOUSES t _ ���CQ� _ q 6 A.P.A. SPAN RATED 48/24 GRADE 15/32 STRUCTURAL 3F , SHEATHING -OVERLAP OPENING MIN. 4" TO ALLOW FOR FASTENER CONNECTION AND 2x4 SUBSTRATE WHERE REQ'D. ALL METAL PARTS TO BE GALV. OR STAINLESS STEEL. ALL PANELS, SUBSTRUCTURES, AND FASTENERS TO BE HUNG UNDER THE HOUSE. 9 S Zy4fmr SV�fR�t d . 9 MP4�L S�5vffolZ?F19 s _ +I ' ': 40'`'_'' FOP WINO-BORNE DEBRISTABLE PROTECTIO2N FASTENING12 SCHEpULE R3R'1. . . U- IUL,E �I�ti o`4` FOR WDOO STRUCTURAL PANELS-6=d �� \ ' y yY \�1 _^ ( P� _ _ - 1_ _ .. ._-._- _ __._--____. _ _"__- _ _� 1 TPC ..fool FASTENER IACI R idol ", c..+ lSl d FR NG I-t.e. .. 1 .S 91001 S _ 6 < iil¢ S ap .r i .Il �` - � �1-v"i«• � � FASTENER Panels an P mels en ' S' r, 11-- (( j �, — .-. .1 . 1 , �L � v � o " Wood aorowfi 16° 2/2"t!8 Wood.CIC\VS 16- 4-1 16e t2" y— fil I 1 �_ ` \ -- Q ,Por SI:,1 mch = 259 nnn. 1 foal = 309 B mm, 1 pound = 0A59 hg, 1 ,tl s.5'. 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F— ...! -_u6 -C—GC 4�'. -,._4q .FA- dam-- 31L�_�— - I Bar, 2 over 1 lite ,,q! - tc _-- w 3 Flo Andersen TW26 r Exterior Vinyl,Lo josimeGlass, I�4rAF r !yu D.H. 3 6 � _ `w Window 4 r room Andaman TW246 2 over 1 11te lied with D Window In P r _ lam: _ --- -�1�'EkQ�' --L�- HT s 2419 21Ite transom hate Vinyl, Low E Glase, etertor& erior Grille ivepaeer 11f -- Bar J Window 6 1 M . Bath Andersen WOH 3662 T perod 21ite over 9 lite \ I N - --- -- . . - �QfdQiA-AA �•y i--' :i�-,�f2fi1 ii.,1'.j .I-.+ -.t l - 'fT�kl _ lfL? ... . .. D.H. Tronsomar Its Vinyl, Lo 6, Q C e IBnteriI Exterior Grille NISIxIM *� _ ,� ar Window 8 1 2" Boar A Andaman C,1'�,whlte Vinyl, Low E Glass Casement�� A,L,•, /�_� '� O nght hand ,/Btefflo 1&Exterior GNIIsA.AlleeeeC, - LAO � `, i� •�I.,'•� I te Window 7 1 Laundry-dght A Green rr/ CR-175,White Vinyl,Low E Glass, t�M- _ Casement i Kitch kflx F1K 0 �r Interku&Exterior Grills lb . . Window 6 1 Fo er Antlam TW Ito i Y 1062, 2 lite ova,i lite,White i Vinyl, _ D.W. LOW E Glees, Interior& � ,SMAQ.4 I��C�f^C tJIARA 4 Exterior Grills�rses�tr I Door 6 1 Front Door jtogue Valley Mahogany Polyurathane finish,4 lite, Low E, Painted Frame, Bronze \ Interlocking Sill,Weatherstripping Door 10 1 Laundry Rogue Valley 68 Panel Insulated door selected 1 PaArtpQt= by caner,5 panel painted door Door 11' 1 Breakfast Andersen NLG 0611'L mulled to NLGO33611S with eu oro grills 41ae,wrote vinyl, � ;, . -;-1' I .r¢'rJ " {r{ d /1 �q �-• "a Low E GI , ftlpae I - -� Sa - ,I M Door 12 1 2 Boor Right Andersen FWH31611 A White Vinyl, Low E - �- n Glass, &Spec r 1 2" floor left S Fit dT FWH31611 AR a to 411te,White .�., 1�i� �'' Vinyl, Low E Gla '350sallaw � --Q �' —t--- - Its i,f Door 13 1 Dining Andaman FWH60611 PALR ads m411ta,White Living Vinyl, Low EGlass, &Space Bar D r 14 3 eftha doom Andaman 'T Lt-W1TlGn1 F' t'� _ {14WwrteVlnyl, Low E Glass,&Space Bar 2 right hand N y.,i 44White Vinyl, Low E Gia lass, Window 16 1 Kitchen Andersen C364 Lite with AN21 Awning C� I }-- Casement _ ie mulled 6 places Transome over �' (LfiT$-Q.tJ✓4 , GCIk.Mf lS W C➢ A ( ` r R unit Exterior- -- All mulled.Wfi' — N �4 STYE Gcl� tics: I a M i right and Exte a °° 1"e"'°'$ �1 Vinyl,Low E Gla i _ . _-'t irjeW-d-Nj-QT e- SL - -,�—`, — � ,-. --- =7-��f`fJt•k'_.�Z`[3c�1"-=C'�L�t�. 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O. 81 ,� Ala 31 653C TwcvL OF rvew 61653 3877 WW5TR CSzflJ�S tr, V UNDERWRITERS CERTIFICATE REQUIRED AP RO ED AS NOTED COMPLY WITH ALL CODES OF DATE: 6 M B.P.# S I^�` `3� NEW YORK STATE & TOWN CODES FEE: 19% BY: amp- AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT _ nl/d BOUTHOLDTOWN ZBA 765-1802 SAM TO 4P FOR THE �V/� FOLLOWING INSPECTIONS: SOL_OOLJ TOWN PLANNING BOARD 1. FOUNDATION - TWO REQUIRED / SCIU- OLDTO'NNTRJSTEES FOR POURED CONCRETE 2. ROUGH - FRAMING $ PLUMBING ✓ NY S DEC 3. INSULATION 4. FINAL - CONSTRUCTION MUST .T ••^'-^'---- BE COMPLETE COMPLETE FOR C.O. , ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW PLUMBING - YORK STATE NOT RESPONSIBLE FOR ALL PLUMBING WASTE DESIGN OR CONSTRUCTION ERRORS. &WATER LINES NEED TESTING BEFORE COVERING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY FLOUD ZONE C r' SOLDER USED IN WATER I SUPPLY SYSTEM CANNOT COMPLY WITH CHAPTER"46' ---. -s - n------- –._ .--- FLOOD DAMAGE PREVENTION - , - - _--.:-,.; EXCEED 2110 OF 1%LEAD. 2�2 210 F", SOUTHOLD TOWN CODE. ' � -""' T'-"' '"–" CERTIFICATION OF NAILING & CONNECTIONS OCCUPANCY OR Lu' REQUIRED. USE 1S UNLAWFUL - Z-' WITHOUT CERTIFICATE - - ALL CONSTRUCTION SHALL OF OCCUPANCY I MEET THE REOUIREMENTS OF THE CODES OF NEW YORK STATE. _. . . ..,_. . ....,.— ---......._,,.-., _- _. . . . _. . - .._. ....- . .__ . I I - 00 It I �2 ' j DO s -qlo,TP, { O 1 FF aT- - __ - I � � I I S U T E R AND S U - T E R RE LANDSCAPE DES I A R C H I T E C T UGN L-- r d - ...---.......... ----- - --- .-._... -_.— --- 05 610 P. O. BOX 1709 124 iE55UP AVE. OUOGUE NEW YORK 11959 — t 631 653 3877 WWWSU`rB1ANDSUTEE.COM FAX 6 3 1 653 3878 \> fi�� ,___.—�� _�TO --._-__� ___. _ _O�____.--._.. I 1 I I I I I Ir ; - , T__ S U T E R AND S U T E R -- - --- - ARCHITECTURE LANDSCAPE DESIGN e' S E N C 5 . woo C) GQJ 1 �fb-(cquG� _.7,61 ivy. sT, 6 79 Q _ P. O. BOX 1709 124 TESSUP AVE OUOGUE NEW YORK11959 rF , N q nG, ,� 631 653 3877 W W W.SUTERANDSUTEF-COM FAX 631 653 3878 J !1� I. i i i i S U T E R AND S U T , EX14::.tt- _ ISTi4i24�i _:__._-:_. ARCHITECTURE LANDSCAPEDE . -, . S..I.G.N-.... — —� q-- --3-- –j-- PRD _ I - n,�, 0 P. O. BOX 1709 124 JESSUP AVE UU OOGE ora NEW YORK11959 e 631 653 3877 WWW.SUCERANDSUTER.COM FAX 631 653 3878 Y7 'K�`aS1�1 Tqr I DQE NEW K -9A '�- /.,-_._--1 Ail 0 20 �<��{ I u uoN 61-du l6dp {I D cnfwaFis, Ti • ._. ( ".i 6_".DCTfn`:l�C:.:.Q _ - - W - .]Jfa` x'149:_of +—Fades---_ . Ix qj _ .. ^� InIT E�7f5-v�{✓ C-�2...`,�.,�, . T 1 `r_V '>iC tb M d I 00 . Y� _ �- G' �_. gCTtTC�4l of g:9 ovl oc9T S � 1I Al � Ft1�i�v1 �eAPS — ��,aNti� ��I Dc Jl _ 'a — R-- i— a 5Rwet - E}5 UUMw.. . ... -.--. ��'Ql,. .-j— _�JI IIS. .---'--- ./-...'__ �-.. _. � w�Psa!J Ua _> RtN6 PLA`fFa-ro_Ho�a_ r � lu1_ '� izEa sTry s ask �TQ w �r9�'<c�uW_J; �erc.se_c��__C c � - F 3� ,..5t�•, :-- , . .- _.. -- - - - S U T E R AND S U T E R � r1�r _ s. cct�/� Ci?��° " �oTcv�Nr -� 12$ c �u _= �eI� s 5a STs: yAR�tiQcJN �J�T ARCHITECTURE LANDSCAPE DESIGN —.- 15 Pa N.y F � � _-. . �o ITonn or v ac ' :.TG B� I gip" A- Bovi 2'V c s B �T cs D _ �� ❑ . ASI t�l., , P O BOX 1709 124 TESSUP AVE OUOGUE. NEW YORK11959 s Iso�a any' 6 3 1 6 5 .3 3 8 7 7 WWW.SUTERANDSUM%COM FAX 63-1 653 3878 D D bao u , Lt 1> ! II x"111' /�-�'�tl �•2a Lda, �''•q'II �J� J� 14 :6:1 to �yr�' q-�—�. I V)' d� O� v IT 4r, led o _ \ - ., - - ._ � �V 5 .o `� � � � .- =ate'=�2s�,=�•r�r'� -- --- — _— R _ vr - TJ' . S3 �Q Lr 1 =ILI. . 1 `1. y I m I _ 1-4 flu", -ate I- V -. " _ • I r n l - '�`"" I 5H I I`I ) tl� i11JN V .1: N quo°Gr 4 II IIz � - uCBelb� MI'G!foS Q�IST H _ g3 ��� ��^AAt NA } 1 A I� 9 �+ o _ e'a`t Prl�T —.._..g.l�„ - - - -- - '-- 11—c7, �`` __ P 61r_—�o D _ i_o I' _�6ti f 2 -- o no D lie, _ rJ pato a 3 o° (4t- R ' AND �EµEO A H/ E S U T E R �ocCC I N�I ice- C�, KT . _ T�FI_ - - _ 11ZCs 1 .t �= � - Nr✓w �; u y ��G��P�° �r��� - ( -- - S U T !� — - --- - ARCHITECTURE IGN lye 1�SCi�J ION C LANDSCAPE DES7 E�fidle * r m - - --- _ n - - X125 Flo, Y IR c4G _ s fe �� 7 _ SOX 1709 124 IESSUP " "E OUOGUE NEW YORK11959 __ ... - -j .` - - -- - - - - IWE� _ _ �ACala__ _ _ 631 653 3877 W W WSl17ERANDSOTEnCOM FAX 6 31 6 8 3 3 5 7 8 - ----' -- WIND-BORNE DEBRIS PROTECTION FASTENING fa�1 8N FOR WOOD STRUCTURAL PANELS. 4 For Max. 33'-0" MEAN ROOF HGT. HOUSES �LIQu UQA [�� Q� dip^ A,P.A. SPAN RATED 48124 GRADE 15132 STRUCTURAL SHEATHING-OVERLAP OPENING MIN. 4'TO ALLOW I�q �`�qVAL1 q I, FOR FASTENER CONNECTION AND 2X4 SUBSTRATE WHERE REQ'D. ALL METAL PARTS TO BE GALV. OR STAINLESS STEEL. ALL PANELS, SUBSTRUCTURES, AND FASTENERS TO BE HUNG UNDER THE HOUSE. S 4,3 a! N JE o s I �► a0 A 'b, I I_. __ .fF CCL -- - .., 6 �° L ' 4'-d' c9 o,°Pa A°r� A3. ! - MF�� uNSupt'o;�, �PdJ�L SIZE' OP - U — —�..�... ,•,-..,.a. 7;,7:.. _ a ' ,. _"____.,.-_'_xr., __ e�" _ . OTABLE R301.2.7.2 v WIND-BORNE DEBRIS PROTECTIONFASTENING SCHEDULE FOR WOOD WOOD STARUCTURAL PANELS01,� rd ( Y' it M FASTENER SPACING Y s FASTENER Panelspan panNs an anels LS , p TYPE 54foot �s6feet sBfoolan Wood SCIEWS IG" IZ^ 9n - - '�-- "�- -I _ " s wood scmws 1G^ 16° 12" .....-.,,,,,„,,, �N' _ —y pp — __ .. '.For Sl: ,1 inch =25.4 ino I foo, = 5 CI..� ) I 1J v 301.8 Ilett, 1 pound ='0,4 4:77 kg, - - - --- '-- - - ` 1 Re per hour=) 09 k'/b. �- J�/ " -_�5 7�tj -:..� v� - , M _ �- ���' � ® N b.Fas'�bl.it bneensmledafaposin ds and n33- snraofhclgltl a [ CP In v, p m== raai , P sc,ds ofWe,rocd-i uduol pa a:I - _ —., — s C.Wssmll be HIS= o, ltd bna na ls. ul �-1 i " ® _ ,F 1 d, Where screws arc atmehed to masonp or nvsmny/stucco tbey shall be J sttaelru obhaing yoi gyn-reslnds. anchors hawng a n num ultimate Q-. rvifbdmxel upamly of-090 pounds, I r, II Q � J O 7 Aloe M , Ln It Amn ° to g� cph 62ti 2'°�' 11, — (rz__., /LND:I "rG= Iii 2 r� 4a� F�rJP6N .daoT�SS_ _ - - _ A _ _ . µEU ARC _ r S U T E R AND S U T E R ! °5� fto � \ , _rlU r � ARCHITECTURE LANDSCAPE D E S I G N PC)(LCWS W :CIQ . C =SS� 6CtSI�II IQ _Mf1TCW . �fnl�Qti.ICN c�T- �2T�— 1�- -4C�Cllt"�/ �7IIODUI��C ��r� �rn� 1 - ^/ U - - S - Vlvv/ Yoe _� lCl1VJCc�1c�_ tAt�_ -- 11TGC7�q �1 � .`f' ., _ P. O. BOX 1709 124 iESSUPAVE. OUOCUE NEW YORK11959 l✓-� G' __. _ - - C` � -- � �•'�� -• -._.._...,___ .._ — -- --- gTeof gw°°�� S �-TQ- BB`-A�.�-vJWEaa�r �. �✓f{ /vWsa�ldzFlt�� 2S crn 631 6 5 3 3 8 7 7 ' W W W.SUIERANDSUTEELCOM FAX 6 31 6'5 3 3878 ] _: -# P 6 3 Q � � a � 3� L -- Tll�a X712_ __; 0 1. - WINDOW& DOOR SCHEDULE — See Exterior Elevations & Floor Plans REVIEW ENTIRE ORDER WITH OWNER PRIOR TO ANY SUBMITTALS �, �• t TYPE & SYMBOL QTY LOCATION MANUFACT SPECS d Window 1 2 1"floor Andersen TW 3862 White Vinyl, Low E Glass, D.H. Interior&Exterior Grills &Spacer Bar,2 over 1 lite Window 2 2 1"floor Andersen TW24310 White,Vinyl, Low E Glass D.H. Living Interior&Exterior Grills &Spacer ---_� w 3 4 1"floor Bar,2 over 1 lite D pHdo or Andersen TW2852 White Vinyl, Low E Glass, ° oor Interior& Exterior Grills &Spacer . .i . ,� -f-J' Ys`+s•-rY.�1' A}tie� -E Bar,2 over 1 lite — -•----,- _. lyd- -.-..'. __ A :�,.,�I�r�ry - . - Is ._�" ad?-v'----�-�-�G - Window 4 6 r.Bedroom Andersen TW24522 over I lite mulled with DHT L.. ---- O �l1 1 Tempered• y , � S P 2415 21ite transome,White Vinyl, Low E Glass,Interior&exterior Grills &Spacer I ,�• - J 9 s � -- ! TJ'-I�- Bar D.H. 5 1 Mstr.Bath Andersen WDH 3852 Tempered 2 lite over 1 lite Transome,White Vinyl, Low E Glass, 11Q Interior&Exterior Grills&Spacer Bar '\ '� I a �� M Window 6 1 2n°floor Attic Andersen C-13,Whlte Vinyl, Low E Glass Casement right hand Interior&Exterior Grills &S pacer Bar,41ite 1 I '`� Window 7 1 Laundry-right Andersen CR-12,White Vinyl, Low E Glass, Casement 1 Kitchen��kfixF Interior&Exterior Grills & Spacer Bar,4lite ,•,.,-„,•-,.,,,-,-,__ I _ _ __ _ _ - J _. _.. . . Ip,• .�\� _ _,__ - - -- _ -_-- --- s� D Hdow 8 1 Foyer Andersen TW 1852,2 lite over 7 lite,White x.95 CQ� �' �• Vinyl, LOW E Glass, Interior& _ _ -- I Exterior Grills &Spacer Bar i, \� '• � oc Door 9 1 Front Door Rogue Valley Mahogany Polyurethane finish, 4 lite, Low E, Painted Frame, Bronze Interlocking $ill,Weather stripping J'V E I Door 10 1 Laundry Rogue Valley 2868 Panel Insulated door selected S by 1 6AYCagE 1 Breakfast Andersen N1-GD 60611L mu Painted door Door, 11' mulled to NLGO33611S S with custom grills 4lite, White Vinyl, Low E Glass, &Space Bar Door 12 1 2n4 floor Right Andersen FWH31611 AL White Vinyl,Low._ 4 , E � I k�" -"'-""'"""""""-' � _ �T2L� ��1�� • lr' i' " --- ---'- i -. - - I Vinyl, Low E Gu 1 2""floorLeft FWH31611 AR Cluasstso,m&4S1pitaec,eWBhaitr e Vinyl, LowEGlass, & SpaceBark- V Door 13 1 Dining Andersen FWH60611 PALR custom 4lite, Wh ite ve �3 Ie1 Living Room _ Door 14 3 lefthand Andersen NLGD60611L 411te,White Vinyl, I Low E Glass, &Space Bar 2 right hand NLG060611R 41i1e,White dpI I , p I Vinyl, Low E Glass, & Space Bar Ir iii i i I, STt�� Window 15 1 Kitchen Andersen C35 4 Lite with AN21 Awning S I ! Casement mulled 6 Pieces ! .'•Q. 9� unit Mulled <1 QUO _-... .___�• �I --_ _ . -t,-l-�_�t.r.�.��.4.`.r?_�1.f�1�_���.__�-... .^^1N,,--11 e over- Transom ue White Vinyl,Low GIes, Interior& right ._._._ --. hefha Exterior Grills&Spacer Bar d . r. SL S v Ila h Pq � 9' 3 0 JW W- LAt4 I � I T _ �Il2ti I ` ,�•, 2" i lye" Iv2ti i -���i�'1:�_- ..- v-CO N- -To � �-.$1�rJ ”- 4" CMST IRON WASTE LINE I WITH CLEAN OUT, FRESH AIR- VENT AND TRAP TO APPROVED 2 Z I Ii�1 Ib y < r.Isr�I•'�.,,_ __- _ II SEPTIIC SYSTEM. IL ..,.�__..,.___.... h _ rxleyl,.S PAGE S U T E 'R AND S U T E R AR ARCHITECTURE LANDS CAPE DES I G N gDM. 0 p_E C> -1 0'TAV46 c Orr , CU.Ti P. O. B'OX 1709 124 IESSUP AVE ' OUOGUE NEW YORK11959 sr 878 f efJE _ ll i 631 653 3877 WWW,SUIFRANDSUTER.COM' FAX 631 6 S 3 3 t I-a . A.i. ri _ 12 °4 u 8 1 l I ` - — - - — --- -- - _ a� _. -- - - - Ca°r - - -I zv , - _ � 8 ;, t4 I I4 II I , I I VL 171 2 TT I LI d/ � I.A.. I _ �1T 1f11 ScGPFk�G 1 6 - - _ -- 3 2 a t o 1- 1 9 3 13 T �1 1 At i Aj. J - , -�-------------..� _- - --- -- --- -�_l+i/'uD-� -�/4-"ITOiJ zd;�7C 1N� :�Off�-�• - -----_.—_ _ - _. , �4c(110o�JRJLE,- l DC(0 T�Q'�-GF 1 ; , � . . - - --- -- _ _ - � l�rftmwAgz1= 4LA �<u %loco -- -- - ' --ro -��'-- 1=W�'o t4-+-(3'f3voq=-2-!��`'FP=�c :3`'.w=st-:2-1y2 P(r'c�.cr: ---- - bF �2E'r ; , _n�A ass_�r.se ws _ iia ss- s_ -c: -- E(2l UUf2 - l V��T rJSQD S U T E R AND S U T E R _ _ _ �\ GRED q - — _ A R C H I T E C T U R E LANDSCAPE D E S I G N 7� L_.I�S�A! f�t7-la7?/i�..�Oi9Q1?' : e o o 31 1 OCfp, WJ :' U G�.Ej.,`1� , 21ti' ' . �' < 1P_IrJ IaJNITb . Vl �f - - FayI_= ���Y_-@�C�`' �. _�� '6 Pf '1'-A�LCFP I T�Y�iUr2A LQD � �t�' `,_1 _�. C- ---- I (T _ . _—_ __ nl.�_�: =vJ =c - �,�2 SG P rn►�n .�i�:._ r24 l2 f�N.rJ �9e1 Foi l T' r - et wtS-. ,4NOL—VV�Po. - .�; w11 V(ML(L i CSW IF QL4Ss, nl T �21c2 �ocT�' fc�t (e' � f-5 �-s�P� IK SAi2:;gc 5 rE5,colrzur�na te,N.t 1� �. 1 rRt./�S, 67 ..fel r� _ �/� ry / /fin P O BOX 1709 1 2 4 T E S S U P A V E O U O G U E NEW YORK 1 _ _l�.fJ"•'�-� - - 'L�+ -� '�Ji �-• rr�f� C�J'�}` � �A I� �Q. �✓YNa �l SCC_, ,7 (' `�tG {'�.._•�NN�'t�- �jyQc -Q/4h�--TLI:"� W '�{-�-CEJ f.��FJp�,I� ra o 6 31 HW 5 3 3877 W W W.SU ERAEBANNDSUTEB.COM FAX ,6 31 6531&7 8 ,, k a� � �<lre�a .42K vllNrb�ISP�k� • {t2�7rC - caWMn15 �.A2�eI� kKla--�u(� 3 -nl�unou�2 �+Ceao�i� -J2�4nn �9pFD NEw3 - 2q-Ca5 Off� C� v Ve - --- - - - _T 7-- 777 _ _AVl�',MY - •G�llLQ�'!13_::��`_P::�;'_:�—�7JEI;l%=.'.�DE(�•-�_'— 1 (-Ti�{Tt I . 3 ._._._ _ -- - - - i 22�ou t - --- -- 44 1 I � 44 _ S ..........__ - _. O Jo 44, o p c - :Ico(PAMJ Wa 7tP ul j - ! �CI$T C(ff,SL49 Ok--.. . aL nIle 29 TO -r _ .`�`s�i�-----'— � � .. r ' e '/ ._ . 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BOX 1709 124 JESSUP AVE OUOGUE NEW YORK11959 „ . 631 653 3877 W W W.SUTF.RANDSUTEILCOM FAX 6 31 653 3878 CROSS SECTION END VIEW Ar f HE jr m - Typical EPC IL End Pas[Cap Installation IaraPP` N J/ I • a •lam I _ �� �/- lam"�._.__ •° FLoo .'o-2.I,.CLGL-.- .-�r-t/r.:�C�.l�{f�1.� I✓ . _.. ,. --- — _-' r�9lrat"fffC=�iran�L. . t T a _ Typical PC -'6` . a, �tt4 --_ - °` —�' o N FST Jo- � oete o _.__._-...__.._.__-_.,2�Ctue'.: -tbG : ' � 1`h13Clt 4TforJ I Post Cap installation I 2�k] H0� _ FW t Clri Qat MT. `D Pd J GLI 4 — — �lInJYC Oc'AIO -60r�.1-T__WQWA121r1� IN, P — I �:;1'ri7SLrllatiS�DQI��I�'�i SoN T _ _ �� A'G- K _ -=_— Cccs�anatwTTcr�t_ t� tW ITS I'ZCC t�JL.T- I�1� C SJJ( -_ V_G i ..—.=_ -I...., FLOk R " t�' �J,tsel�i:�r'1"l • N ._. �—�F --•— .—�� .._._..__._._._, _ _ , .t - •.. yy77 Op� _' ad HUT, % Mn n/ >[.: �It,(�i l E ,gyp -- — --- - _ �ATf - - - lb �h V .SGUUID x II�Z Lvl/7� X _ L .. DISTANCE �.i ' `r , � (o 'e 2.2c uplift connections 9, I _D � I i', � � ------- - /�.w( C w� 02 21 �15C11-J{Tlo �l , I� ��-.-._.9�/lL1'� L _ p I - - i I l!1�^ Ib .9 — �/� aa L O I c r, RI � � � � _ 1' � cJ liTi��s �F r �� ,rpF ; 7 � P '- - �- c�;• F, 7=5 .1 -- , r ,• + rto I '.yl�--tTJ I��'TfE1% '•�+J'TU ' f0'Ibc IC9r I If �CA:B•T' � lye 7 badtN orIJ.4N - - I Pro ' —72� (=at ^ tM �cSTI'�M�i, rtQ.cS,. t2'�a Sc�R�tTra M5L 74411--- ... . _: = I . . _ ,_o Ma�c�4ac.ic;t�r r TI - _ �, � w, NL•-�+ P�y�l�n�.�'t'vc t%ta��lo�+Tlone „ 4S.r 't��s Ta 4 �vl a�j cGuc. r fc qGr•17" 1 ' } , 1 _ c_AP Mgrci.P I -� S � � j I N�_ _. - - I ; ,�...—_.___._ I tiv��a2: 31 �i ✓ � I I��y M.o G.. t -• ` _ . - . —_. I t __ ... _ l _._ .,_ 1. ., TrdtA'n� .'.: . ._-. _ .,._.. r'��+c or�'tal 1�� -.�oo . _�vLL� I - - - 'SoC h-: In... =c�Lt .. T�`t2 i _ __ ___ _ .__. - - ' E';. - - _ _ 7J( .l` �'OelrslPJtf 1-II-I IT s 1b'" lo' To ST �a TIM x2111 V niY : S 9t? a� t tv :�'.CI.; tA,n 1 . ;. ILtrcEl/ r - - W(.,�Ull._:.�le•1..11-�i11:�.-�i1G17�C _C�LUMJ�L.__ _.._ _. f —, A (43(2rhPA- (71R91�1_2001w]J .cra¢:uilnrl � ' cR-'TF1 t3�[X'F� I� DTIC �ONBIc I .,. ., I ._ �r_.4'Lr-c_-W� � 2.�2 -- - : ScU I I I Alk pi-- — rt2c3cIQl1-t .WAu-- . N- HSE r{o(.:.It3: A t? c . G� 10[ UU�J(o,cl_To__TMti4-e oCJT�I.bt- S U T E R --' ---- L sJl -u6a�r S U ` T E R AND DESIGN 3 � `$cJcJfJIQ YilC✓CJI 4T(C7N_ `TC � —Zd�I - 1T �or1� WLS PRo ARCHITECTURE L A N D S C A, P E ___. V , 1 / �_ �{+ /� y _� �/ _ �/J // / /, - __- ...- ... . , - ._ ......__....._ .c.. .._..- - ":. ._ _.... pl—�..H7W -.._,. '•1�H.1LAA1:NLf7-1—�Q./ /__.-I..U--[7—G,--.A �+!_Lw114—.'�.' �I '_�.�I-.�._4G.._�'.— .., r_� .- Q�q;G SGT Fc� a7 C..-/`Yl'.� .1_�.L::�.L���.._ — — ---- :���� — - � T: mac-( 0 : U ,.__.. T.__ _�eJ� , ,Y. P O BOX 1709 124 TESS PAVE. OUOGUE NEW YORK'11 S srr reins 631 6 5 3 3 8 7 7 W W W.ST)TERAATDSUTIIi COM FAX 631 6 S 3 3 8 7 8 of wEw i �J l A"i ' :_. . -- t g 5 CONSTRUCTION NOTES TYPICAL WALL SECTION Bear 1•.1ro+ ;t'S' ' I 1) VERTTOPOFROOFWBUDGEVENrORROOF AL L FtiOTINGS TO REST ON VIRGIN 801C 8 BEA MIN.3'-0'BELOW FINISHED GRADE VENTS TO CODS 2j ALLCONSTRUCTION TOCONFORM TOALL STATE BTOWN BUILDING CODES INCLUDING 2003. ,/Z e. t Prescriptive Des Table 3.4 Ridge Tom AL OEB. it - 1 3) ALL CONCRETE TO BE MIN.200 P 8.1.28 DAY STRENGTH. IIIIOPICERlNf3rR1 _ 4) ALL FRAMING LUMBER TO BE},YjWAR 02 UNLESS NOTED OTHERWISE 875 Q$!.. O.S.F1lM ' 8BRIDGING MAX.8'.0-ON CENTER, r BATT INSULATIONWAfAPOR BARRIER ONr -DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS AND BATHROOMS. HEATED SIDE - D•D=n7) DOUBL7=3ACI('BTUDS•UNDE".RADES,OEALL SPANS OVER 4%w.MIN.HDR SIZE(2)2X70 UNLESS 4 Gpar•80--"•- ••-- •. AIWMm session R moaNOTED. II•),i;. AA,) pR, y,2i y„ Fates[MlleWladeped(mph) Fmlert MOO WindedTOTAL R U•1IR,•.30 ' • +v. . .I!' �NB}i (8' ( ! P (Mph) D) ALL FRAMING NAILS TO BE GALVANIZED NEAR SALTWATER EXPOSURE. Lumbo Jn418pm - ' 9) RELATIONSHIPS OVERRIDE DIMENSIONS,DIMENSIONS OVERRIDE SCALING. .• joists IB ].1526 90 100 110 : •120 90 100 110 ' 120 10) ALL BUILD UP GIRDERS TO BE GLUED 8 NAILED. ALL LUMBER TO BECONTINUOUS LENGTHS. )old Spacing 21•oe 3.13.21, . 11) ALL BUILT UP FLITCH BEAMS TO HAVE W DIA BOLTS fpr ON CENTER ON BOTTOM 824'ON CENTER , 2 �' Onlllew .Suppaning lo.dbearingwalhm _ RwfPltah RoofBpm(A) NumWrofBdCommaaNaWln cob Requlmd CepeeOy.rRidge �• lhaaaatll' it ].1.7.ta 2.Ia endofl-1/4'x0gagogmp'•uA Connection ON TOP,ALL�'O BE 2'FROM EDGE. MIN,9'X3'X7/4'STEEL BEARING PLATEAT EACH END. �'�• I,,.) "' � � � � ' 12) UTILITY AREA OF FURNACE AND ATTACHED GARAGES TO BE FINISHED WITH 6/8'FIRE PROOF D,W,B. If . i Bath.ekn Laedbnidy wslhonhnirmlb' d 7.1.].19,1 2.Id - 362 12 ' 2 ' 3 4 4 237 712 394 484 TO CODE. FASOIA Roar Vmlaal Plooronesl 16 ! 4 3 6 316 416 325 645 79).FIREPLACETO BE SUPPLIED WITH FRESH AIR VENT AND GLASS DOORS PER 2003 ENERGY' . m.pLans, dr 7.1,1.20 l.t 20 4 5 6 7 ]95 3199 657 Bol eOFFR WJCONT.VENTING RBarmoph apmAapacl noun' ' CONSERVATION CODER AND FIRE PROOF HEARTH TO BE INSTALLED PER CODE. (FRAME FLOOR TableS.16H 7.IJ,2f 24 4 5 7 6 475 613 788 968 OYA%i F1.XT FiRELTM HoorDl^ bn G JOIFT8PER CODE ATHEARTH WITH REQUIRED SETBACK. FIREPLACE FOOTING TO BE12'THICK LOADDEAM1110 Au p, pmOpenin Isnwofl2'or50aaf 3.L7.Ig 1A y 5 m MWm eulldi",maes,do" I 3, 5 8 554' 727 919 '1129 y AND EXTEND 6"BEYOND,FIREPLACE POUR. (MELDED WIRE MESH 2'FROM BOTTOM TO BE IN THE 633 831 los0 1291 n FOOTING. ' ' '•"._Yii. .6h+•„ I'3T4L48YJ1 , +'' a „ ✓I 3d G 8 7I1 935 1182 1452 '•�� 14 FOOTING. DENOTES 4X4.*s 1�:POSTCON 4')WXIS'CONCRETE BLOCK T-0' AfALLI BIDI G will Blvd. Loaabacdng wan Helpht 1g' _ 4,(2 I2 2 "t BELOWGRADE. ALLDECKFRAMINGTOBE. ' PRESSURE TREATED LUMBER. SIDING 7,15.36 2 3 3 189 247 3192 3flz Ifi) o DENOTES 335"DIA LALLY COLUMN ON 248X24"X12'THICK POURED CONCRETE TYVEK•INSTALL BEFORE WINDOWS ' US m-'• dbm%naWWl Height 2a '3.1.336 16 2 3 4 4 152 330 41G 3190 fCi3 FOOTING. LALLY COLUMN TO BE FILLED WITH POURED CONCRETE CTB - - i +: $/)Th/lVC7_' -'.Tl'11.�::�•9��,'� „ Wdt Brads aeon ! 4 5 5 313 330 Szg 637 DENOTES 8'X18'CONCRETE PIERS ON IW)M4rX12'POURED CONCRETE 24AT la ON CENTER Wf :, SATTIN IUTATION Vs p g - 10 18 ���-- 31•o.a ],IJ.7h 24 3 4 .5 " 6 378 494 627 765 r�i1 K'GYP.BD. ��0'1'i .i<4 (��(CC� ;',1(Q( vl ]"Q(.J',OUfJ( Smnvnlh SLnrwill Una Ofed' 3.1.7.7e 1.5,3,16 18 4 3 6 FOOTING. I.S.FILM �•1,y,r� rays- 1' 7 441 577 727 892 m e-/"'r"• 'Q'�' 4^/;r.•------•-.-.--:. ghmrwol181°ry 0nem' J 3.1.3.7,1' 1.6 72 4 6 7 8 504 659 031 1020 Gl . 17) BCRAWL ASEMENT SLAB ABBE BE 2' OU CONCRETE. " IA wtm=.045 Shnnvnll segment Mpanlnes° 36 5 6 8 564 742 035 1147 ,2 1H) GARAGE SLAB BLAB TO BE2"POURED CONCRETE. Table 3.17D 3.1,3,3^ 1.1 78) GARAGE TEAS TO DE 4'POURGRAVEL P CONCRETTCH SLAB WITH R MIN. STEEL MESH REINFORCING ON v I {Iy '{;'}',I:�P('Ni' 'hr.,:r" •n00ee7r, �7r+.;, a,' o , sax COMPACTED SAND 8 GRAVEL PITCH SLAB TO DOOR MIN,1.'PER 1'0•. L'•wdo. „, - ,, 12. 2 2 2 ! 145 190 240 295 20) FURNACE AREA TO HAVE FRESH AIR VENT AND FIRE PROOF FLOOR TO CODE. FLOORIRI Lumber RenerBpm(Hodmmd Pmjedl¢W 16° r7I311 IG 2 2 3 4 197 253 720 397 27) INSTALL FIRE STOP BLOCKING IN ALL LOAD BEARING WALLS. 1.8.FILMAND FINISHED FLOOR Recent Rifler Spacing , 2D 2 3 4 4 141 317 400 491 22) FIREBTOP PREFAB.FLUE SHAFT TO CODE MAX S'-O`ON CENTER WITH I HOUR RATING USE 6/8• Ve COX OU13FLOOR GLUED AND SCREWEDTOJOIBT 4 °•°' 3'1'3.48 ) 2e 3 5 6 289 380 480 589 AIRSPACE Pay.Overlmng Length' Leueraf3'ar 538 443 SGo 6gd 24 1YPAR GYPSUM BOARD, 3.1.3A. 2,If . 92 4 4 5 7 !BG 507 640 . 786 23) SEPARATE HOUSE AND ATTACHED GARAGE TO CODE 45 MIN.RATED WALL,DOOR,BJAMB. DOOR BATTINSUTATION WNAPORBARRIBRTO HEATED ' mEscapeN7 36 4 5 5 7 431 570 720 804 TQ BE SELF CLOSING. SIDE. - nske Ovwhonr l.en2lh' Lomeli'a' 3.1.3Ao 2.1i 24)IF A SWIMMSELF-LANG TCHING GA ES,TO NYS CN THE PROJECT, IT MUST BE ENCLOSED WITH A 4'HIGH FENCE " 'T'�� Perlinspanrs . BSEtF-LATCHING OATEB,TO NYS CODE. TOTALR U•fIR•.015 Ra08lap. 662 12 2 2 2 3 131 171 111 264 'Ret 12;12 3.1.3Ad 16 1 2 3 3 175 228 287 352 26) NOTE:ALL LUMBERTO BE INSTALLED AFTER MOISTURE CONTENT REACHES AMBIENT EQUILIBRIUM Roof RaafDlsP ren Aspect Rall°' Tab 7.16A 7.ISA. xo 1 3 . 3 4 218 285 359 4.10 CONDITIONS El.GIRDERS,FL JOIST,TRIM,ETC. D1lphnema 20 ! 3 4 5 1b2 942 431 5119 28) INSTALL GALV. RAFTER TIE DOWNS TO TOPPLAT98 IN ALL FULL HGT.CLGS.(CATHEDRAL)8 ALL r'8eanieepllanl. - 219 3 4 4 5 tog 399 301 616 RAFTERS AT SEASHORE.(BEE HIGH WIND NOTES) rparmofmowlodA ts6u1atdlpoln areJlm11dm7a A. 31 ! 4 3 5 350 457 575 704 27) BUILDING FELT(OR TYVEK OR EQ.)TO COMPLETELY COVER SHEATHING. p 36 4 5 5 7 393 SM 547. 792 28) IF WOOCI T BEAMS,MICROLAMS OR EQUAL ARE USED,FOLLOW ALL MANUR SPECS.FOR SITE W 131AMETER V BOLT MAX?DiAT CBNMR B �„_�t•_h___ 7;191•f2;j2 36 1 2 q 2 123 160 2m 245 STORAGE, INSTALLATION,DRILLING,BLOCKING,B LOADING. MAXI-4r FROMCORNER INBTALLWASHERS A NIRS ('y, l 16 2 1 9 3 1`64 219! x67 327 29) THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS OR METHODS, goes fr.BIL - .. _ _ 30) ANY STRUCTURAL CHANGES IN THE PLANS MUST BE APPROVED BY THE ARCHITECT OR THE SILL SEAL UNDER TERMITE SHIELD ` "-• `�`---•`�--1*-�..��sW T 20 1 3 ! 4 165 266 334 409 ARCHITECT 18 NOT RESPONSIBLE FOR THE ENTIRE PROJECT. FINALGRADE• ` 0 l�T-• - TABLER96fA 1 SP f _ 1 3 4 4 '246 !20 401 490 ., I) THE AP.CHITECTASSUMES NO SITE CONDITIONS THAT ARE NOT INCLUDED IN THE PLANS. ANY ` •'3� MINIMUM UNIFORMLY DIBTRIaUfEO LNHLOAOS I ,1 (LSP t 18 ! 3 4 5 287 375 468 572 ROCK FORMATIONS,BEDROCK,UNDERGROUND STREAMS,ETC.MUST BE SITE INSPECTED BY A '• An Pounds persgmn toot) I en 11•hf`. 1 ' 11 7� 3 4 s 6 axe 416 335, 654 LOCAL ENGINEER 8 ANY STRUCTURAL CHANGES THAT OCCUR THAT CHANGE THE PLANS ARE NOT T P.C.alA3 ua3 torep 1 1 �q' - 36 3 4 . S' 6' 369 479 hoz 736_ THE RESPONSIBILITY OF THE ARCHITECT. Tel Extatorholcmin 60 I 1.,.` h...-W , 32) COPYRIGHTED.ARCH?EQTURAL WORKS COPYRfGHTPROTECT70NACTPER UNITED STATES CODE 8•P.C.FOUNDATIONWALL Duke I 1 � Tahulamd m^nwUon mqufrem"aamhuedontw1uplift minim 213°flhe r°ofwembly dmdlmd(II3 x40 ps0. ALL ARCHITECTURALWORK CREATED AFTER DECEMBER 1,1290 INCLUDINGTHIS SETOFPLANS,IN WIDAMPROORNG ON EXTERIOR 40 t WbmtbsubuWodnumbaofndh Wmdlnnehmd ofthestu beudm l mithei'rmain hauabd lnamordmra •• u;, Passengervohlele t m9 P 9 i TERMS OF OVERALL FORM A8 WELLA8 THE ARRANGEMENTAND COMPOSITION OF SPECSAND remga S0- *•'• ' J MlhTable l,l thedd am and add III noun unci iniad. ' ELEMENTS IN THE DESIGN,FOR APERIOD OF 76 YEARS. AUla wllhouumlega 1p ep ewl v Boom au of■ am Boum sof lOd common ndDm aired In each and atmee"Ism anocd CLEAN BAND BACHRLL 4••, ; s�,�l T' •.' AUMa With shomge " I - no cam• a m no e s' ' Rmma other ohm da I moms 2U I Taou dmn^eatlmmq^hem-=MEMM an al2•Edge amp Spacing,for dl8anm adds.soup spacing.,mull p yme COMPLIANCE WITHRESIDENTIALCODEOFNEWYORKSTATEDATEDJAN.7 2803 terxe•P.C.FOOTINOWA�Y P� 40 , 7 •' ;''� ubWMdvalueabythe apprepceemuldpllabdnw.IftheBurnham ofsees Incads and Breach Acre sop BanndlS,special Ground Wind Seismic Weetheding Faced Telm3ea Dacey Wlnler toe ihleld .flood ON MRGIN SOILS MIN 3'0'BELOW GRADE •( ••• d' •'• Slurping moms 30 , �. EM6eREol1 : •I . e°Bnealonhvaww kmqubrd snow Speed Deapgn Ione Design underlay- hazerde \ �' >�e•'•'•: SUIm Ape f„' I;, Tabulated length requirements"some mmme mofhdrht e[33 fmA.Fwmun mofhelrhu of lS Tea°.less,Ibe t¢Whld 1 •'•• •. 1 9. ' I MIuuNWbepemlmdmhemddplledby'0.80. load (Mph) Category depth Temp mend - , Omdmlls utd handmll 200 i " py� rculred CONFIRM DRAINAGE OF SOIL,Be INADEQUATE, . Fer61: I °red s '• 46 PSF IL0 A severe Motlerote Slight- 11 In y� INSTALL CONTINUOUS FOOTING DRAINTILETO }, P Panton Pod-0.0479kt4m,lsquenlneh-fi/l mm1, l '�-'7yp1u1Bp ) , I` -bee modereta y 0 STORM DRAIN. Ip^md-4Al N. �;' (4a1a . N a EIe gem A 11 61 11 'failed Ridge Sinop Sp dor Dn 12 16 19.1 2• 48 71 ..✓v1nx ..r- •t•••.-.. . .. - opplledmvn1 °mml^chnreoa capable P nal ed i WAnWlor Bolt MWtlpll°r - .Lvf.Y!d .. ...,.�-.-... . ,. ,... ... .,_•..„. ... . .. b.ioAto owith�dop°notowr3 units in l3 urinal OOP m b ) 1.00 1.33 1.60 tog 4.00 6.00 ,,. . •• 'AMER(CANFORESTRIPAPERAS80CIATION, .. Table 3.1 Nailing Schedule Table 3.2A $111 or Bottom Plate to Foundation Anchor Bolt Connections Table 3.2 Sill or Bottom Plate to Foundation Connection Requirements Resisting Lateral A Shear Loads Table 3,7 Ratter/Coiling Is Heal Joint Connection Requirements for (Prescriptive Alternative to Table 3.2). 1@le 9.38 Uplift Strap Comlept on Requirements 20 pet Roof LIVE, Load 1olntDncdp6on Numberof Wok NdlSpdne (Roof-to-Well, Well-to-Wall,and Well•to.POundatlon) . • ! (Prescriptive Alternative to Table 3,3) . . . .• ' `1,. ; •. • : i:'. OD,ly ti••"'•y w1'•''r :ai;, ren' '':r+ +:i• . ) t Puteu Mlle Wind Speed(mph) senior.(A.) neorsn'n and Raftert°7bppfae(rumdled) (sCFablai, M SCI per nRer C'Orl dr,it"1-5 IWANCRORBOLTSL "5/8"ANLHORBOLTS ' Ctl0ng1aUlteTop Ree (Too-udld) (a87adeDaY03 Tri Pajot - 9D 100 130 12D \' '+ tl 10 11 36 n 10 1e ars CeDlni1d41oPmllal RlRa p"amndld) {rer-0'abla3r7)•g IEd ad,IV I Pm1nIM114WNhpvJfmph) + Ener RNmr RNuhed Numbeeof 16,1 aequlrtdCnpwl,YofHW 1"Ire Cd11nPa611ap1 avaPaNfio" Oracoodlaq (am.7sM1lr5r.9 j_ 16d ash LAP F"tntIvUlles findSpad Pvlest- (Mph) Send Conneod°n; Numbs RoofSPan U L 9 U L S IL -L $ U L S ! i - sopa Rnyh¢ ennmon NNls nes nus sNm eann�do.11nn°"' 9a Irb 110 IrO 1 (Ins 9nIM•'''• Collo TletoRdm (P1a41d1d) is-Tiber",2.8pr) aPa�tlgd of (R,) u a a e u 396 576 e:: Ines ' Fmnlnaap=Ina Reofapm NumbnfaCemmm NtllNnvp 1:12 Ifi 5 0 11 IA 426 766 1595 IVI9 Blacking b Rafter ailaD Sludge: „ 0n.) Ih) End of l•1/4•.20 moItNPv 2d 7 11 la vl 6ar Ila 16.6 1111 RlfaBovd loRafmglard-mlled) 2.164 ad.ad 90 100 110 120. 90 100 110' 120 Requlm4 Capacity ofConnealon Dha3)• . •h G .2 ] 1 1 IE 3 5 a e 1+p 4]y 61] to) Ih 1 1 1 4 412 Ie 1 6 a II 319 Sf5 lIl 1059 AndmrHolt Pomddm Bmd wdlPedmea MWM=AmbuBad Mmdm=AnchmBat SlllPlaum 12 50 1 402 92 • 402 139 • 402 190 • 4012 2e a 1 a 4 xn s 9 a 16 419 oda Its+ Icon ' • TopPlee 1.Top Htle Orm-nald) . 2.16,1' Perfo°i Comedm 8u Pemdedan 16 77 129 196 250 'u 14 2 1 4 4 . 7oy31enaatmmlamp"sesrlulla0 " 4.16,1 jabm•nrhdda PPoning EdgeNWbphtlnigo.) BpdogOnJ SpacingfJ , Sm6toad (e2m°"dled) 2.164 21'OA 1 '� 103 21 1 1 4 5 5:12 Ifi 3 5 7 9 133 460 631 e) 163 . 214 310 ' _ 11 1 4 5 a i 3 (Crawl Spam or 24 190 v s 4 s 7 24 4 1 lo. D 7th u1 one nvo . SMPlunlolbuddod- 1316ry All' 4 72 1 Haeme" 1a 3 3 7 5 111 424 Toa 9Ia G 36 0 •1�' 339 330 430 7:a is„ i 1 i .�+ iei iio iio me RadermHedn(Pn• lad) led Ie as daeirdw . (La• w)S tofbun son- 28ery 2D2' 282 370 n 2 2 1 4 TopwHonomPlmmand Q3dnmeq 236,1 par 2x4 amd 9.164 par2x6'md .. l8brla I5� 31 194 276 !78 490 is 1 1 4 5 . . 446d p4.2sesmd �.�g)AI SIy 36 1I1 913 426 .530 le ii i i s s u 7 7 1 4 Ire 192 1n 756 WalBowmPlaemPemthdm 13SIodn 35 19 28 20 53 • ii i a n 1 9113 la 1 a 1 s p2 155 741 m Bogm^flu°uPloarjdaaeamdJohtEadloi4 aabdd"r(Faa"aUrq }16d'+ period ' s Ulgy-0�� � � TA 89 681 123 •. 681 206 • 631 291 • 6811 14 3 1 a 2 •11+ Ip 5U 2u 170 260 333 Ifi '4 s 7 - 11 1 1 1 7 so to .206 761 Me 96 .9 23 119. 211 314 416 u 2 1 4 s Ixu Ih 1 a a + ma 102 7u ass Idd1uS10,TopPIMaGitda(lb"allal) 4.8d • pmjole 32 149 253 36 493 11 3 1 e e 14 1 1 4 a 160 tae m ss+ Bddr@gtaldd(ra°•ndled) 2-Bit r nick sad +Atecomeepew*edto anhtleeNlotlsshal boddmmleedinthe foundaUogrinl !6 179 I I 294 I I. G I I ' 361 I I I If2 24 4 s 'e 7 , . gcpaBetdm 114. ' N41aa Imulrmmudollb pumhd wberolurmlS"Ifndl.w<Ilndld B1oahlgmJollt(roo-naueq 11d ads end I . . mtlldmeaneaclm."nosmwlyd vAallhr Adpbmnmtm hY alaodbrulmwdl,headuerd'he And. Blodtlng m Blsmr Ined)'1'oaodld) }16d: achedub AixhwboltqulnzsbmedonmaUmumalnropdWdooNaedmdnarsedlordoorMijlhrsgms 1279 pIQ. - l ii i e i 'WMolaamedl".uppwtel Nrdvl.pmvldd byvmlednmuorPml mle4beabmtlnlwsltmel,helvedhW labs i 5 A4dlwboltspKiApbuedmmdmumslmrapsd4PQfbmcigwatpeimgadpodl ed0go!!"oaQ31 IObulltb somrdmee th '� al • 960 183 +. 96D 297 • 960 412 • 960 I is 1 a" 1 .i: acouasm lmulra.mudullwperwodl°beuEucdpmpatlenollYla@erdu9lb^h'1Pen. LaNdSWp lnHam Orac""tlldf Mad nrhjol.t IW p F'1 Sohton Lei[am8nn(fae"tl1eQ }d DQ ale 9edtm3.4.4. 9 32 ]U I 290 'F4olvdmlodlmapclmmaert1lulydfwdllnalda"Nllndolalmrplloa e.d7abtm3alt Geuadld) }16d pv)di ' Amlmhdtapsdegsbuadmmsldmumsheua d ofblada was i 36 1,48 497 I 192 '1 4 s s 'raee.lan nmU4mnesmlen,mmmnane u,nm.w2anphumda,da,nlevlre"m.m:,ammm.sola v,a J p lyl i pdmelaed3euilll gsdo3of6'oa(421plt)b Mins dsmewlth 176 IH I 573 I:: u 1 4 5 7 WMalapploh"a,.aadu ue 1peaedMaM1rrinlmmlc,PoeglM1mrhulud l:d)olmmnnulan mrynunun m+Il an Haut7ahmaSDI wTopFtm(Towmilyd) 116,1, PQPoet / Sectlm3.4.4.. t ® .' L m . 4 1 a 1 Imead by the(womerhncm N " "1 9 7 calling[login HNlh, HaelldraCannmlorAdjmmud Wal Houom Hsu' 11 . 30 13 .4211 92 16 421- 159 2! 4211 190, 254 4281 29 5 a a Paco" P - 1°PouodaUm 16 77 129 186 250 �, 32 i, 7 8ouaurd Pmda td 6 Q rGOE : i , p 'F l0 20 103 165 234 310 j, 4/5 5.00 Dlegma Hord Shmmng IZ lEb (Sbbion4hsde) . 24 190 202 .732 370 " ' rd.bld esmrtaolla.m u"na.,acoumaaw lcddlowtm1x 11 v1 'v.ao ' Ixealxe" led paappm 1. '' Table 3.26 SIII or Bottom Plane to Foundation Anchor Bolt Connections sen 157. 199 33D 370 ; wpnam,a,mhl w.eF"ae.nrmeunw mmmyaalacnne"aw 1'kl0•wwlda 9Jd pmmppm Resisting Uplift ,y{9 34 m.lest•.mev.romwuwa.ah..d.dl.wlp.mamdhllaEasdana an °2',�` 184 276 373 490 "' ald.nnp. Med SpfNwmihnom edmmall"dudsod.lmrmulma m 1.10 a. (Prescriptive Altertnative to Table aa2) Dt• 36 211 313 476 55D �• n.nM.M,lh4idlNpunludlehe,Wvdg INl' IN 1.13 • M•dNwdlmtl nn4Hmduhe ninnvth"deldphbdmmay.)ntla 0-1 it its L" paminacmhr^dad b I nJl udmd etderinphrvd,hll"II _9_40M MmirWiffm /� I •� sin„•, ltd 1.10 GYPnac Wd@oad . Sal mdm ,Tdra/t0'6cd 1I-h 2A ,38 149 ,42It 118 16 42P 206 21! 411' 191 254 42I', •I vac LN 1 02 28 89 170 260 958 . " SmaudPacda Bd Omrdlh3.9). • ',, rHad2mBa' Iotedor2ann 36 149 ui see 4s Table a.3A Rafter/Gelling Jolat to•Top Plate Lateral and Shear Connection Fiberboard Pan 7/16" 6d 3•dra(6'SeU. 179 I I ' 294 I 421 I I S6l I I '.. _ _ 2502" ren Tailgate Odd .. ) Requirements P"mn4"(Mph) SPed Palm-WeImpla)Windspeed (Prescriptive Alternative Sd omlm •7'd a/30"fidd 1 to Table a Oypem Wd@cad g p (mph) (mph) , � 28 3l 143 421 183 6 42 - 1 u P e .a) ' 17 1 297 21! 421 421' ' 421 {: , Bit '0sa4''ebu!•9) ? (Mph) • 3 32 114 .130 337 497 IOrdboud 12Y �� 36 I43 I I . 276 I I •117 I I 572 I _, �, ' :. I•WdebaadPmele Bd." 'OmTabb9.9) P Olgond rip VAR' , 90 IDG I10 .120 90 100 Ifo F1$9• .... y4 PmnilMge Wind Speed(mph) 1'k6"mrishl 34d '.Pmrvppd E" 'li f::j: IkID"arbldv 3-0d •PHmppm U = Cemmmrup110load. 2�,e.•', 90 108 IIs 120 73 .8 I 4 AnclarBolt Poundalim Supporting: Msldm=AtAorBolt JvfaamumAudlOrBolt L Cannatorlamal load(pafamuccula m the wall. ` I i "' Earned Well Height , NurlibergfidCOmerenNdl. T' Tri Connection' PP 6: 8paclnyp}) Spacing(m,) •� S = COnnactanhevloed(pualalto the was). , ; ,�', ceiling Joint, ' , (hy (Teendld)Regnlsed lnGehRona BwmlN Pmda Anchorage acquired to leshtlalwal lode shall be daterminadln the foundation delig^paSmO°�74. 9pame md/arCeiling loin 'I"wlma rd 6"die/13"add greamthan l' led G'dge16-field SIII Plate to Foundation 1• '• P 9 fin.) IOTOP Plot.Connection.^ 3 9lodee 72 73 72 72 72 72 73 72 ' TahulauC u ItR m Wremems mama a mo0edling dad sod oT10'psf p/3 x 15 pill. DISSOnd Bond Shembini' SP ) ' Tahulaedu UR p4 q P' 1"26'or Vag, 7.Bd pamppan': (Crawl Spas p mdhmntn° eea0nm ulmmenu alas be emhted to be mulOplid by 0:!O andO.85,respectively,for mmbg nos '! I2 8.10 1 7 3 3 1"x10"mQder 34d pm mpBolt I', ` located withln8km o[bullding acmes. ., 'N.Oln m ubananu mbar ...It head .2 ld6•oeemlvathepmd d[n EwmahnlhbPh ntlld 3"o •ansa tld""Anl edge - Tabulstgd sheaf capacity gegtOremmu ulumm°wait thea capacity 01`421 plf(waluheadsea with 7/I6'amctunlideaddag"tach°d witch 16 d ] 7 1 7 ' IOd box nnlbdmll be pennllld to be mbs0uued @r8dcmbmon nolo. rd ndLa md'6" u edmala ed erred l2"dlnlamdlda supports). per other wall shears adt(a1 the required shevu act ° th 7 ] 3 4 ' When ccllln2jolm me lnndledTnnlld lmn0en,lhe sum OOhe lOrnalb In the inner ane i 9 I Wall Bottom Plat to Foundation 1-3 Stories 40 33 18 25' t 31 42 36 32 a P p g PP ) P 9 p Y T Is i 'I9 mo6uNR u•ahnir aOni,n4 iremmufonmmmd mmbow"ill edoubled,wdlmaemn^edon, uehu !•eplaa, (deb•m•gmde) ell uP b2 aqu i eomeda4shdl be Increased. eelllnilalsubtllaglnl Or exned,lhe lnbid¢led uumbm ofnolls mqulrN, ah'416evadmmd¢Wriddlo path. s v_ ` ' VJhowelld,edsaes.mnunumsovadoneadmwbm.thentulmdmm�badodhdullhepesmlod tate umdbl•Imndl Per ' 31 B 3 1 4 s ' Ta avoid spll"Ing,no nth,c Minn 2loe^albslmll be iiijbIled branch alder fn,onw., f0o1. ( -" ' .. .i� .. 19 3 4 5 7 =ell1^gjolsLrvhen lalened In n 294 lop Plate or 3 meMlls In eochelde,Yhul round la'n DYOUSPNGAW.F C.M:,WOOD FRAME CONSTRUCTION MANUAL 1885 EDIT)ON _,..... .,... M 1 ^- G USING PRESCR1DSIVE DESIGN METHOD. Y4" Dir: ETER"•:" BOLT " �'- ••�-�� :. UNDATIONIWITH 4"X4"xY4'-0.P.'FLATE OVER _ SILL PLATE. USE 1•Y4 X2 " r yrs 1 ' w..: 121��L�t I �$ ( Civ N I - (,ENTER SPACING Into,F O GAG E STRAPS 0 EACH JOINT, STILL PLATE'TO IZ � � �;.; • , :` may, ' - FIRST FLOOR WALL STUDS, 7 FLOOR VJALL STUDS TO 2" FLOOR WALL , • +,N. .4 ; j�l*idl X 600.... . HD 110 lzn 0 L.F'Ar. '171787✓ E TO ROOF RAFTFRb AND OVER „ s' ?1LG�i(LZ 1.....11ih'/ L}1N.tz ....TD. 91:''.._ _/J1... �6 r,.- ;.1AA:�?� .1.. _ y J s1 UDS, WALL STUDS AND . OP PLAT _ RIDGE AT,EACH Rf`.FTER OR 2X4 COLLAR TIE IN UPPER THIRD GF ATTIC AT;18' ON.CENTER: x•. ; " ; a y �.: /ASPHALT SHINGLES'FOLLOW NAILING SCHEDULE R805r2.6 MIN 8 i . .j c 1•���ki�')LCI� IN' '. ..f' :. . ...� . ..,.. a -. �-. ... .. Q'G r7-y�� Oaf� FASTENEi2S PER SHINGLE., BLDG. FELT, INSTALL PER R805,2,7 a, R Z. 7l z jM 42.�Sv,. �fT54 s r' . . .. ...:__ ._ .._ h ,y / qs ....,_._ •. .. . ,._._.._ _ ._,.. 7607fl N _. ._...... .. . ... .._..j.(J^ Z�.,':.V� (ICE SHIELD.REQUjRED FOR 1 24''rgBOVE'START OF INTERIOR WALL1 ; ' �� _ _ . +n; /�. . .... r. -I. :. 1.2 WI DO rO MEET D.)?. RAT!NO OF.MIN.'.30 l;/ F Nip � ....--. . ./'/(• 1.J.�9. f�_ s� r �{._li�.r. :.. ..ren(�� .. '1Q�.- rdl��rCIAArY. tL�a....�/ 1?L..�P3,�� /� N.Y.S,F4rDarADETABLEPsO ) N W8 _...._. .. _...-_' -- _ _.•._ - . . _......_ __ -- _. _ +. . ­7- TABLE , 2 IRefallatlon.�'• r j