Loading...
HomeMy WebLinkAbout31255-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32004 Date: 11/17/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 9326 MAIN BAYVIEW RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 87 Block 5 Lot 25 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 24, 2005 pursuant to which Building Permit No. 31255-Z dated JULY 6, 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 SINGLE FAMILY DWELLING WITH DECKING & INGROUND SWIMMING POOL AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5032 DATED 10/29/02 . The certificate is issued to LISA EDSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0212 10/03/06 ELECTRICAL CERTIFICATE NO. 106312C 10/30/06 PLUMBERS CERTIFICATION DATED 10/19/06 PECONIC PLUMBING&HEATING -"4 , 1,4 y ori2ed Signature Rev. 1/81 // -- - _ FormNo.6 c �9s -�'gsa 1 TOWN OF SOUTHOLD NOV u i BUILDING DEPARTMENT -� TOWN HALL ' RL^G D-Pr-_ 1 765-1802 LT '11, ' S UTHOLD 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. Final Approval from Health Dept, of water supply and sewerage-disposal(S-9 form). 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) not-conforming uses, or buildings and "pre-existing" land uses: I. 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 25.0 , 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, Conunercial$15.00 I / Date. /�//3/4 New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: C 3Q 4 R t L-a R p AP/ House No. Street Hamlet Owner or Owners of Property: L I S A C S o TI Suffolk County Tax Map No 1000, Section 097 Block 0 O o S^ Lot aS Subdivisiot _ I Filed Map. Lot: Permit No. 3 JA S!9 Z Date of Permid-L G a oo Applicant: L t-S a b So Health Dept. Approval:UG l7 3_ o06 -42 Ibkgoatd Underwriters Approval: Planning Board Approval: 0 kc Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Lis o � � � t� c �v� lo. co-t 00�{ 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. 31255 Z Date JULY 6, 2005 Permission is hereby granted to: LISA EDSON 25 KEELER CLOSE RIDGEFIELD, CT 06877 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH DECKING AND SWIMMING POOL AS APPLIED FOR PER ZBA & TRUSTEES & DEC; FLOOD PMT INCLUDED at premises located at 9326 MAIN BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 087 Block 0005 Lot No. 025 pursuant to application dated JUNE 24 , 2005 and approved by the Building Inspector to expire on JANUARY 6, 2007 . Fee $ 1, 678 . 30 �ut orized Signature ORIGINAL Rev. 5/8/02 James F. King, President so Hall Jill M. Doherty,Vice-President 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen G • �O Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0166C Date November 13, 2006 THIS CERTIFIES that the single-family dwelling deck swimming pool, pervious driveway, sanitarysystem, and retaining wall At 9326 Main Bavview Rd., Southold Suffolk County Tax Map# 87-5-25 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/8/04 pursuant to which Trustees Permit# 5980 Dated 8/18/04 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 single-family dwelling deck swimming pool, pervious driveway, sanitary system, and retaining wall The certificate is issued to LISA EDSON owner of the aforesaid property. )X*'� C;?,'64 Authorized Signature Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 10/30/2006 375 Dunton Avenue 106312C East Patchogue, New York 11772 (631)286-6642 Issued To: Ms. Lisa Edson Street: 9326 Main Bayview Road Village: Southold Zip: 11971 Town: Southold Section: 87 Block: 05 Lot: 25 Contractor: Kevco Electrical Contr. Corporation Lic. # 32431 ME Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor Q Indoor ❑ Basement ❑ Hot Tub X❑ Residential ❑ Det. Garage X❑ Attic ® 2nd Floor X❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 72 90 49 16 4 11 Dishwasher WasherlAmps Dryer/Amps Oven Range/Amps Microwaves 2/20 30 2 Com 1/40 1 Gas 1/20 Furnace oil Gas Circulators Smoke Detector Bell Transformer 1 X By Others Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 400 1x❑ / 1/20 8 2 Bldg. Permit: 31255 n Other Equipment - 200 Amp Main Breaker Panels, 3- 30 Amp C Disconnects, 1- 20 Amp A/C Disconnect, 15 Amp Air Handlers, 20 Amp Spec. Hugo S. §urdi Outlet, Garage Door Opener Receptacle President Rough Inspection: 03/02/2006 Inspector: John McMahon III Final Inspection: 10/25/2006 Inspector: John Mc Mahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. =�o�gUFFO(,��OGy C2 cc x Town Hall,53095 Main Road p Fax(631)765-9502 P.O. Box 1179 'y�O aQt` Telephone(631) 765-1802 Southold,New York 11971-0959 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date- Building Permit No. 1 a s 5 7— Owner: Owner: E >a S v rl (please print) j Plumber: GOIJ/G ��j/lgl&y� �i�Y (please print) I certify that the solder used in the water supply system ontains less than 2/10 of 1% lead. lumber ignature) T� Sworn to beefforee me this — day of� '�—' 20�/ Notary Public, County VWA L.LOPER Notary Pe66c,State ut New Ibd No.OIL06070081 QMM"MUet�— / ' OgUFFO(�c Office Location: h���. OGy Mailing Address: Town Annex/First Floor,North Fork Bank y i 53095 Main Road 54375 Main Road(at Youngs Avenue) ^+ P.O. Box 1179 Southold, NY 11971 y 0. Southold, NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax(631) 765-9064 MEMO TO: Building Department Attn: Mike Verity, Chief Building Inspector FROM: Ruth D. Oliva, Chairwoman DATE: November 16, 2006 SUBJ: ZBA File #5032—Right-of-Way Inspection (Edson Property 87-5-25) Our Department received a request from the owner's attorney (copy attached) regarding the above right-of-way improvements which have been completed and are ready for a New York Town Law 280-A inspection, prior to issuance of a Certificate of Occupancy. A site visit was made on November 11, 2006 and the right-of-way was built to meet the specifications of the ZBA Decision#5032. Thank you. Encl. J PATRICIA C. MOORE Attorney at Law 51020 Main Road ((112911 "� EIVED Southold,New York 11971 REC Tel: (631)765-4330 NOV — 9 2006 ' Fax: (631)765-4643 � �d3Z ZONING BOARD OF APPEALS November 2, 2006 Town of Southold Zoning Board of Appeals Main Road, PO Box 1179 Southold NY 11971 RE: 9326 Main Bayview road, Southold SCTM: 1000-87-5-25 Dear Sir or Madam: With reference to the above, please be advised that the project is now completed and is ready for a final inspection by your Board. 1 I am enclosing a copy of the final survey. Ve tr ly yours, Ac atricia . ;oofe� PCM encls. APPEALS BOARD MEMBERS o��gpFFO(,��OG Southold Town Hall Gerard P. Goehringer, Chairman �� y� 53095 Main Road Lydia A. Tortora H Z P.O. Box 1179 George Horning ^+ Southold,New York 11971-0959 Ruth D. Oliva y �!� ZBA Fax (631) 765-9064 Vincent Orlando �Ol �a Telephone (631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 29, 2002 Appl. No. 5032 —LISA EDSON Property Location: 9326 Main Bayview Road (right-of-way of), Southold; CTM#1000-87-5-25 (and R-O-W 87-5-24) The Zoning Board of Appeals held a public hearing on this application on October 17, 2002 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: PROPERTY FACTS/DESCRIPTION: The applicant's property is located on a private Right-of-Way, commencing at a point on the north side of Bayview Road, Southold and extending 450+- feet to the subject parcel. The applicant's property consists of 3.407 acres (including wetland and dredged areas of the canal). BASIS OF APPLICATION: Building Department's July 5, 2001 and September 20, 2001 Notices of Disapproval denying a permit to construct a new dwelling for the following reasons: (1) a retaining wall is proposed at a height greater than the code limitation of 4 feet along or in a front yard area, (2) proposed is deck construction with a zero setback from the front yard line, and from the private right-of-way, at its closest point; and (3) the property does not have a determination under New York Town Law, Section 280-a, for minimum specifications at the base of a private right-of-way (land owned now or formerly by Mary Kirsch referred to as 87-5-24), in establishing standards of improvement for safe access by fire and emergency vehicles (applicant's lot does not have direct frontage on a town street). FINDINGS OF FACT VARIANCE RELIEF REOUESTED: Variances under Sections 100-32, 100-231 and 100-235A.1 for: (1) a retaining wall is proposed at a height greater than the code limitation of 4 feet along or in a front yard area, (2) proposed is deck construction with a zero setback from the front yard line, and from the private right-of-way, at its closest point; and (3) and New York Town Law Section 280-a, for the property does not have a determination under New York Town Law, Section 280-a, for minimum specifications at the base of a private right-of-way (land owned now or formerly by Mary Kirsch referred to as 87-5-24), in establishing standards of improvement for safe access by fire and emergency vehicles (applicant's lot does not have direct frontage on a town street). Page 2-October 29,2002 Appl. No. 5032-L.Edson 87-5-25 at Southold REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the area variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The property is a large 3.4-acre site with proposed access via a right-of-way, which will serve as access to applicant's property and driveway, and be used by two property owners to the north for access to a boat basin on Corey Creek. The requested increased height of the retaining wall is needed to met Health Department regulations and will not be visible to adjoining neighbors. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than variances. The property is restricted by wetland setbacks, and other agency approvals and conditions governing this application. Without variances, the applicant would not be able to maintain the appropriate required setbacks to the wetlands, or conform to the requirements of the health department. 3. The variances granted herein are not substantial because the right-of-way will only be used to access applicant's property and driveway, and by two property owners for access to a boat basin. 4. The alleged difficulty has been self-created. 5. No evidence has been submitted to suggest that the proposed additions will have an adverse impact on physical or environmental conditions in the neighborhood. The project has been reviewed and approved with conditions by the Southold Town Trustees and the NY State Department of Environmental Conservation. 6. Grant of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Tortora, seconded by Chairman Goehringer, and duly carried, to GRANT the Area Variances as applied for and shown on the Map prepared by Joseph A. Ingegno, L.S. last dated September 17, 2001, WITH THE Page 3—October 29, 2002 Appl. No. 5032—L. Edson 87-5-25 at Southold CONDITION that final approval shall be reserved to the Board of Appeals regarding acceptance or changes for a suitable landscaping plan around the sanitary system, before a Certificate of Occupancy is issued, and to FURTHER GRANT a variance providing for minimum base improvements to the legal right-of-way, as required under New York Town Law, Section 280-a, subject to the following minimum specifications: a) The legal right-of-way to the subject property shall be suitably improved to a width of 15 feet, extending from Bayview Road to the proposed dwelling, with a minimum of 2-inches of crushed blue stone over a 12-inch layer of/z to 1" stone, and with a proper inlet allowing storm water runoff without adversely affecting or disturbing wetlands. b) The improvements over this private right-of-way shall be subject to continuous maintenance at all times in the fixture to allow for safe and sufficient access by for all types of fire and emergency vehicles. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Goehringer Chairman), Tortora, and Orlando. (Member Oliva and Member Hornin a s nt. his Re lut as duly adopted (3-0). Gerard P. Goehringer—Approve d r Filing ii-.2a-v z o�,�of SoulyO<o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ZL DATE `!A INSPECTOR ` TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ =FINAL ATION [ ] FRAMING / STRAPPING [ [ ] FIREPLA�CCEE/& CHIMNEY [ ] FIRE SAFETY INSPECTION K ` REMARKS: - dam. c .*//, ) DATE f INSPECTOR \ 3),25S-E7 Dunn Engineering Associates, P.C. Consulting Engineers 66 Main Street Westhampton Beach, N.Y. 11978 631-288-2480 631-288-2544 Fax p 2 8 20^5 October 12th��093':�t 7 Re: Pile Driving Edson Residence 9720 Main Bayview Road Southold,New York To Whom It May Concern: We have reviewed all documentation surrounding the driving of house,pool and elevator piles at the above referenced facility. The piles were installed utilizing an ICE Model 180 Diesel pile hammer operating at 7500 foot pounds of energy. The blow count records for each pile have been examined and found to indicate that each pile has reached adequate bearing capacity. With these facts in mind we hereby certify that the piles installed were driven to a minimum load bearing capacity of 10 tons per pile. All piles installed conform to the New York State Building Code. Sincere , William D. Lifford, P.E. Vice President Sworn to before me this 12th day of October, 2005 tary Public WDL CYNTHIA DELUCA NOTARY PUBLIC,STATE OF NEW YORK NO.01-DE6033778 QUALIFIED IN SUFFOLK COUNTY TERM EXPIRES 12/06/05 J JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Date: June 12, 2006 Re: Insulation Inspection Edson Main Bayview Rd. Southold, NY 11971 Permit# 31255 To Whom It May Concern: After an Insulation inspection was preformed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. P�S3.DE@tjo9f w' 2� incerely JamesDeerkoski 2 2 JAMES J. DEERKOSKI, P.E. j 260 Deer Drive Mattituck,N.Y. 11952 -- ' (631) 298-7116 To: Town of Southold Building Dept. Date: May 21, 2006 Re: Insulation Inspection Edson Main Bayview Southold,NY 11971 Permit#31255 To Whom It May Concern: After an Insulation inspection was preformed on the amended sitting room area at the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. C\ � r e r- \ Sincerely . 07 A '1 F[ James eerkoski JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattimck, N.Y. 11952 (631) 298-7116 r Date: April 19, 2006 l APR 9 - To: To: Town of Southold Re: Plumbing Inspection Sitting Area Edson 9326 Main Bayview Rd. Southold, NY 11971 Permit# 31255Z To Whom It May Concern: A Plumbing Inspection was performed on this Structure, and all Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. gP�S�0ip.. ,DEE O w 4imncerelyN0. 07SSI oski P.E. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: April 19, 2006 1 To: Town of Southold APR 1 g Re: Insulation Inspection Edson 9326 Main Bayview Rd. Southold, NY 11971 Permit# 31255Z To Whom It May Concern: An Insulation Inspection was preformed at the above mentioned property; all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. w y S w S cerely mys oti �a FOp 25 p� Jame oski P.E. gOFES JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 Date: April 6, 2006 To: Town of Southold Building Dept. Re: Plumbing Inspection Edson Main Bayview Rd Southold,NY 11971 Permit# 31255 To Whom It May Concern: A Rough Plumbing inspection was preformed on the above property. A pressure test was performed on the plumbing system, and vent stack filled. Any other questions please feel free to call. N W r Z Sincerely tP�Op HD• 072 James J. Deerk ki ,OLD__ _1 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 Date: March 23, 2006 To: Town of Southold Building Dept. Re: Partially Enclosed Structure MAR 2 4 Edson Residence 9326 Main Bayview Rd. Southold,NY Permit# 31255 To Whom It May Concern: With the change of roof sheathing from Y�"to 3/4", and wall sheathing from %:"to 5/8" with an 25% increase in the number of fasteners for sheathing attachment, and the roof tie down strapping upsized from 25 Ga. To 20 Ga. with 6 8d nails installed in each strap, this structure is now labeled a"partially enclosed structure" as Per Section R301.2.1.2 of the Residential Code Of New York State, and will not need the windborne protection shutters for all the glazed openings. Any Questions feel free to call. O N g��� S.DE f �\ IU incei�ly Aq�E8S James \ s i JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 Date: March 8, 2006 To: Town of Southold Building Dept. Re: Partially Enclosed Structure Edson Residence 9326 Main Bayview Rd. Southold,NY Permit# 31255 To Whom It May Concern: With the change of roof and wall sheathing from 1/2"to 1/4" and 5/8" Respectively, and the strapping upsized from 26 Ga. To 20 Ga. With an increase in nailing, , this structure is now labeled a"partially enclosed structure" as Per Section R301.2.1.2 of the Residential Code Of New York State, and will not need the windborne protection shutters for all the glazed openings. Any Questions feel free to call. O r�3.DE 1�Sincerely < n ` to NFpA'Vs eerkoski S1O J MAR 1 3 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 Date: March 8, 2006 To: Town of Southold Building Dept. Re: Partially Enclosed Structure Edson Residence 9326 Main Bayview Rd. ( . Southold,NY �l Permit# 31255 ({� To Whom It May Concern: With the change of roof and wall sheathing on the above mentioned project, this structure is now labeled a"partially enclosed structure", and will not need the windbome protection shutters for the windows. Any Questions feel free to call. C DEF9�O \ Sincerely w (P J es J. eerkoski 9 �(�, JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: February 9, 2006 To: Town of Southold Re: Strapping Inspection Edson 9326 Main Bayview Southold, NY Permit#31255 To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. Any questions please feel free to call. T , �pP�NEW g-CP�5 J.DtEq�°9 . Q "Sincerely ¢` u,: NFpp . 0 0� J s eerkoski P.E. 9QFESS N 3 9 _ , FIELD INSPECTION REPORT DATE COMMENTS W � FOUNDATION(1ST) u ----------------------------------- - - FOUNDATION(2ND) - - -- z 0 y ROUGH FRAMING& y PLUMBING - - - INSULATION PER N.Y. y STATE ENERGY CODE -- -- - - - - w FINAL \ ADDITIONAL COMMENTS n � �- -a m A JLLA tit 1, o -- - 3 Ce- - o 11 (, �d • �F, cele ,o z , et y , e Q ro `°�� I' +-'� 'wy 'f'irr „f ��'�. r°� ��'v ��, � y .•^. �\ •+� '"y*t c� _ S�—�,r�„ 4 yf✓,.r '_, gyp���`b���j�,_� \.J` �.%�� y 1~' v�G rr•.\ I SUR-"f. \ i -.i.,�hr' l I e .f.J n t 1 �. ., 1 E 4 y Yy >` • ' ?A ti X0 ._111 _I,. �• • 1 � ���\� '. 1 � � l•l� I 11 +i `�,:3�{ RIM-1,iS1i � .. NC , i ` r , _ ILI, WN :7 as per plans surveyed by Joseph Ingegno last dated October 5,2004. accorance -r a the originating application. IN WITNESS WHEREOF, The said Board of Trustees km- S,/v be affixed. and these presents to s Corporate Seal to by causes M 1 i : j { / , OgUFFO(,p Albert J. Krupski, President ��. C'QG Town Hall James King,Vice-President =� 'f� 53095 Route 25 Artie Foster y P.O.Box 1179 Ken Poliwoda 2 Southold,New York 11971-0959 Peggy A. Dickerson yiflQ a0t' Telephone (631) 765-1892 1 l�t Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 18, 2004 Patricia Moore 51020 Main Road Southold, NY 11971 RE: LISA EDSON 9326 MAIN BAYVIEW RD, SOUTHOLD SCTM# 87-5-25 Dear Ms.Moore: The Board of Town Trustees took the following action during its regular meeting held on Wednesday August 18, 2004, regarding the above matter: WHEREAS, Patricia Moore as agent for LISA EDSON 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 March 8, 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 August 18, 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, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, 2 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, RESOLVED, that the Board of Trustees approve the application of Patricia Moore as agent for LISA EDSON to construct on pilings a two-story, one-family dwelling, deck, swimming pool, pervious drive, sanitary system, and retaining wall, place approximately 450 cubic yards of fill, install dry wells for roof runoff, and establish a 50' non- disturbance, non-fertilization buffer adjacent to the tidal wetland as per plans surveyed by Joseph Ingegno last dated October 5, 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.) This is not a determination from any other agency. Fees: $100.00 Very truly yours, Albert J. Krupski, Jr. President, Board of Trustees AJK/hct Albert J.Krupski,President Town Hall James King,Vice-President �O$�FF�/�'C 53095 Route 25 Artie Foster O" P.O.Boa 1179 Ken Poliwoda Southold,New York 11971-0959 Peggy A.Dickerson Telephone(631)765-1892 O Fax(631)765-1366 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. s C INSPECTION SCHEDULE ` / Pre-construction, hay bale line 15i day of construction % constructed Project complete, compliance inspection. New York State Department of Environmental Conservation_ Division of Environmental Permits, Region One Building 40-SUNY,Stony Brook,New York 11790-2356 v Phone: (631)444-0365 FAX:(631)444-0360 - Erin M.Crotty Commissioner PERMIT RENEWAL March 18, 2004 Ms. Lisa Edson 274 First Avenue, Apt. 11G New York, New York 10009 Re: Permit# 1-4738-02451/00001 Edson Property -9326 Main Bayview Road, Southold Dear Ms. Edson: Your recent request to extend the above permit has been reviewed pursuant to 6NYCRR Part 621 (Uniform Procedures Regulations) and found to be approvable. Therefore, the permit is hereby extended to May 9. 2006. This letter is a modification to the original permit and, as such, shall be available at the permitted site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sincerely, al George W. Hammarth Permit Administrator cc: Patricia Moore, Attorney at Law, 51020 Main Road, Southold, NY 11971 Bureau of Marine Habitat Protection, NYSDEC File DMG FROM ENCONSULTANTS PHONE NO. : 631 283 6136 Nov. 02 2001 01:44PM P8 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738.02451/00001 May 9, 2001 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE($) under the Environmental Conservation Law May 9, 2004 l� TVPE OF PERMIT New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid Waste Management O Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES ❑ Article Z7, Title 9; 6NYCRR Supply 373: Hazardous Waste Management ❑ Article 19: Air Pollution ❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined ❑ Article 15, Title 15: Long Land Reclamation ❑ Article 36: Floodplain Island Wells Manageaent ❑ Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37: Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Lisa Edson (212) 228-7105 ADDRESS OF PERMITTEE 274 First Avenuag Apt. 11G New York NY 10009 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER EnConeultants Inc., 1329 North Sea Road, Southampton, NY 11968 (631) 283.6360 NAME AND ADDRESS OF PROJECT/FACILITY Edson property, Main Bayview Road Southold LOCATION OF PROJECT/FACILITY SCTN 91000.87.05-25 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Corey Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Construct a two story single family dwelling,deck,pool, and a pervious driveway. Install a sanitary system with retaining wall and place 450 cubic yards of fill. Connect to public water. All work is to be done in accordance with the attached plans stamped NYSDEC approved. - By acceptance of this permit, the permittee agrees that the permit is contingent upon strict Compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 6 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS George W. Hammarth (DMG) Bldg. #40 SUNY Stony Brock NY 11790.2356 ALIT N ZED Sl DATE DATE �/ May 10 2001 Page 1 of 4 FROM : ENCONSULTRNTS PHONE NO. : 631 283 6136 Nov. 02 2001 01:44PM P7 New York State Department of Environmental Conservation AM of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX:(631)444-0360 dome Website:www.dec.state.ny.us Erin M.Crotty Commissioner May 10, 2001 Ms. Lisa Edson 274 First Avenue, Apt. 11G New York, NY 10009 RE: 1-4738-02451/00001 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, Darleen M. Gerbino Environmental Analyst DMG/Is Enclosure FROM ENCONSULTANTS PHONE NO. : 631 283 6136 . Jul. 15 2002 12:07PM P2 1329 North Sea Road �v. Southampton, New York 11968 631.263-6360 FaxMCONSULTANTS, INC, con0 econi6136 E-mail:F-mail: enconr�peconic.net ENVIRONMENTgL SERVICES www.enconsultants.com Albert Krupski, Chairman March 1, 2002 Board of Trustees Town of Southold 53095 Main Road Southold,NY 11971 Re: Lisa Edson Permit No. 5427 Dear Mr. Kmpski: As you no doubt recall, the captioned permit for construction of a one-family dwelling was issued 26 October 2001 and included approval for a drainage system to be installed in Ms. Edson's right-of-way to Main Bayview Road. In response to a request by the Suffolk County Department of Health Services, a very minor change was subsequently made to the 1 mage system in that the veway are to be configured E yrather in a c er. Enclosed is a copy olf the sitls es plan revid beneath sed of effect this change, last d ed 6 December 2001. For our reference, I have also enclosed sectional copies of both this plant and the ard last October, highlightingthe change As this is such a minor and effectively non-substantive modification, I am unsure whether the Board would typically be interested in receiving the additional paperwork. Because Patricia Moore must still Present an application for setback variance to the Zoning Board of Appeals, however, it would be proper for us to request that the Trustees issue either an amended permit or a simple memorandum acknowledging receipt of the revised plan with notification that no formal permit modification is necessary. In either event,I would appreciate your prompt response to my inquiry. Also enclosed for your reference are copies of the Suffolk County Department of health Services approval and the DEC permit amendment, which incorporates the drainage system that was requested by the Trustees subsequent to the issuance of the original DEC permit, I thank you for your anticipated cooperation: Respectfiflly yours, r1 Robert , Coastal Management Specialist Enclosures cc:Lisa Edson Patricia M000re, Esq. -ROM ENCONSULTRNTS PHONE NO. : 631 283 6136 Jul. 15 2002 12:08PM P3 New York State Department of Environmental Conservation dullding 40-SUNY,Stony Brook, New York 11790-2356 Telephone(631)444-0365 Am Facsimile (631)444.0360 Iftow Erin . ratty AMENDMENT TO PERZWT Commissioner Date: February 21, 2002 Lisa Edson Re: Permit No. &Location: 274 First Avenue,Apt. 1 I G New York, New York 10009 14738-02451/00001 Edson Property Main Bayview Road Southold SCTM No. 1000-87-05-25 Dear Ms. Edson: Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR, Part 621. It has been determined that the proposed modifications will not substantially change the scope of the Permitted.actions or the existing permit conditions. Therefore, the permit is amended to authorize the construcon o o story single family dwelling, porch,decks,pool, pervious driveway, and a dra' a system. All wo Il be in accordance with the plan prepared by Joseph A. Ingegno on 2/1 O, last revised ]2/6/01, an stamped NYSDEC approvcd on 2/21/02. Special Condition No 8 is modified to read as follows: 8. Roof runoff shall be directed to drywells a minimum of 75 feet landward of the tidal wetland boundary for immediate on-site recharge. The following Special Condition shall army; 14. Prior to excavation for installation of the drainage basins, a row of staked hay bales or approvable erosion control devices shall be placed between the wetland boundary and the project location. This sediment barrier must remain in place and be maintained in good condition until the project is completed and the disturbed area is stabilized with vegetation. This letter is an amendment to the original permit and,as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Very truly yours, cc: En-Consultants, Inc. Permit Administrator Bureau of Marine Habitat Protection, NYSDEC File DMG FROM ENC;ONSULTANTS PHONE NO. : 631 283 6136 Nov. 02 2001 01:44PM P9 NEW VUNK S I A 11=UtF'AR I MEN I OF LNVIkUNMFN I AL UUNJtkVA I IUN 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,agents,and assigns for all claims, suits,actions,damages, and costs of every name and description, arising out of or resulting from the permittee's undertaking of activities or operation and maintenance of the facility or facilities authorized by the permit in compliance or non-compliance with the terms and conditions of the permit. 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, title, 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 orfacility,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 SAPA 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 ortransfer of this permit. Such application must include any forms 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. The grounds for modification, Suspension or revocation include: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regulations is found; b) the permit was obtained by misrepresentation or failure to disclose relevant facts; c) new material information is discovered; or d) environmental conditions, relevant technology,or applicable law or regulation have materially changed since the permit was issued. DEC PERMIT NUMBER PAGE 2 OF 4 1-473M2451/00001 FROM : .ENCONSULTRNTS PHONE NO. 631 283 6136 Nov. 02 2001 01:45PM P10 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 51,24,25,34 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 or alter the 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 manneras the Departmentof 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 Part 608,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 form 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 plans were prepared by:Joseph A. incegno on 2/18/00 and last revised 4/23/01 DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-02451/00001 FROM, : ,ENCONSULTRNTS PHONE NO. : 631 283 6136 Nov. 02 2001 01:46PM P11 NEW YORK$TATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 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. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. All fill shall consist of"clean" sand, gravel,or soil (not asphalt, flyash, broken concrete or demolition debris). 6. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 7. A row of staked hay bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per NYSDEC approved plan, at commencement of regulated activities and remain in place until project is completed and all disturbed areas stabilized with vegetation. 8. Roof runoff shall be directed to drywells a minimum of 80 feet landward of the tidal wetland boundary for immediate on-site recharge. 9. Dry wells for pool filter backwash shall be located a minimum of 80 feet landward of the tidal wetland boundary. 10.There shall be no draining of swimming pool water directly or indirectly into tidal wetlands or protected buffer areas, 11_ Driveways and parking areas shall be constructed of pervious material. 12. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 13. The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated tidal wetlands associated with Corey Creek are located at Main Bayview Road,Southold,Suffolk County Tax Map Number: District 1000, Section 87, Block 05, Lot 25, otherwise known as the properties of Lisa Edson and her heirs, assigns, or successors. This property is subject to the provisions of New York State Environmental Conservation Law(ECL)Article 25 or its successor,and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the erection of any structure(s); excavation; dredging grading and filling; clearing of vegetation; and application of chemicals." This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sent within one calendar year of the issuance of this permit to: NYSDEC, Regional Manager, Bureau of Habitat, SUNY Building 40, Stony Brook, New York 11790-2356. DEC PERM NUMBER PAGE 4 OF 4 1-4738-02451/00001 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 120 Mail to: Disapproved a/c Phone: Expiration 120 Building Inspector t 'APPLICATION FOR BUILDING PERMIT Date 20 11 INSTRUCTIONS a.�Tilis application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,E;W ulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applican r namS,if a corporation) 702`0 //'Imw C —f (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Lt S A E/,.SO/y (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propgsed ork will be done: ) A,,c W /nr(if) 1U Cum SB-tc4o I House Number Street Hamlet County Tax Map No. 1000 Section Block 051- Lot 2� Subdivision Filed Map No.- Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vaa c-Z4-"'- y b. Intended use and occupancell � 3. Nature of work (check which applicable): New Building__)!( Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 24—C1' Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES_NO Will excess fill be removed from premises? YES_NO_ 14. Names of Owner of premises /-/5e? Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF� y42 ttc, C�B a YAC being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 24 day of a Q- 20 0 s— Notary Public Signature of Applicant John M.Judge NOTARY PUBLIC,Stete of New York No.01JU6059400 Qualified In Suffolk Coun m comission Expires Mayty 9,20Q2 ,r--2,TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET q 0 VILLAGE DIST. ' SUB. LOT CI' x yKd. s Sof) , 61 it soy 6-" es FORMER OWNE N E ACR. G, e�"D s o n/- A�10 I�• k/AT'I M E [. ;,, t a .ween Aae%d- Cana• ?nc, S W TYPE OF BUILDING LFFFERl "so.l GoRF ccR6eX 7 7-J S RES. SEAS. VL. 31✓ FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS AA - 1 �' AiU ', (J!/ L R�✓C�'L ai✓e 'T-�, `�L'hf ddgk -fD Fd-50 /V _ rilloble FRONTAGE ON WATER Noodlond FRONTAGE ON ROAD "pz) AeudowkwW DEPTH 7 louse Ka BULKHEAD ,otal COLOR TRIM M. Bldg. Extension lit Extension Extension Foundation Bath Dinette Poech Basement Floors K. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O. B. Dormer Driveway 7gra1 14x48 W RIDGE BEAM 3-2'x6' POST 3-2'x6' POST 3-13'x11j' LVL 2-2'X6' JACK STUD TECO CONNECTOR 3-1j'x11j' LVL 2-2'X6' JACK STUD NORTH GABLE END SOUTH GABLE END �p1 Lr• h t'„ r- STEEL RIDGE BEAM SUPPORT DETAIL 3 EDSON HOUSE MARyi4 SOUTHOLD NY 8 r y 01 , .`s`w. DAVID CORWIN, P.E. i Fs f`QO�k�a,vd �� GREENPORT, NY NO SCALE —J ��fflbti,3u!t` DECEMBER 23, 2005 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/24/05 Receipt#: 4874 Transaction(s): Reference Subtotal 1 1 Septic Permit- Construct- Resid. 3483 $10.00 Check#: 4874 Total Paid: $10.00 Name: Edson, Lisa Main Bayview Road Southold, NY 11971 Clerk ID: BONNIED Internal ID:3483 SURVEY OF PROPERTY SITUATED AT SOUTHOLDgrelp TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORKC S.C. TAX No. 1000-87-05- 25 O SCALE 1 "=50' , FEBRUARY 18, 2000 MAY 9, 2000 LOCATED WETLANDS MAY 25, 2000 REVISED SITE PLAN JUNE 29, 2000 LATH FOR NY S D.E.C. INSPECTION SEPTEMBER 16, 2000 ADDED WETLANDS DECEMBER 6, 2000 REVISED PLOT PLAN / > DECEMBER 14, 2000 REVISED BUFFER JANUARY 6, 2001 SET LATH FOR N Y.S D E C INSPECTION IF APRIL 23, 2001 REVISED MAP % JULY 19, 2001 ADDED TEST HOLE No. 2 SEPTEMBER 17, 2001 REVISED SITE PLAN NOVEMBER 6, 2001 ADDED SETBACKS TO R,O.W.'S A• `'�` DECEMBER 6, 2001 REVISED PROPOSED DRAINAGE RINGS OCTOBER 5, 2004 REVISED PROPOSED POOL & HOUSE �a AREA = 148,418.19 sq. ft. G —' (TO TIE LINE) 3.407 CO. CERTIFIED TO OIL LISAEDSON 16� ' �,BD 11 Mjh i. x _ 3 A ~. L 1A 1 •� 11 t a A,Z, I _F `� A y. ?aQd" \0z,4yc, ,Lli+ 4• d r A-,, ISS' DOG '4t o •Bk\ - I I� V e 4 0R UTP _) r 30 ry4,P, CJ2 WYrs :l26' V 11 4,J! O k F, 2 a� .9 '- T - / A h 002 .,. / G NE RE 1W \ 03- / _f NGS OCpxBMaH'W j;legs / y,._ V y - FlISGEO 01 GN // i 'lirw P ,. R' JyS I E/ 91Qp�`l ,v /= ]_ � LF�}�'A Y - , 8 d 4 19 31l g n Mr CY _ �✓. rsJ! y .F 9y. / it/ O IR53L6LL 1- NTk /. Q j 6 ' A' FL1t EJLP\ENTF � � �a % POPE - �GRa.pan•,. ,p NOTES, ELEVATIONS ]B $ 1 EIFVA ISTIN ARE REARS ARE TO WN V 0 1929 DATUM i] " n. /' EXISTING ELEVUNS ARE SHOWN THUS: III PROPOSED EF WELLS ARE SHOWN THUS: IIP / M" 2 THE LOCATION OF HELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS SE AC SEC DATA OBTAINED FROM OTHUS: 3. PROPOSED SEPTIC 5(STEM STRUCTURES SHOWN THUS: / \ � PROP05E1 SANITARY LEACHING POOL PROPOSEI 50% EXPANSION POOL ® PROPOSEI SEPTIC TANK 65 j A 4 THE PROPOSED SEWAGE DISPOSAL SYSTEM SHALL BE EFFECTIVELY DUG OUT, DOWN TO _ / \ A SIX (6) FOOT STRATA OF ACCEPTABLE SAND AND GRAVEL, FOR A DIAMETER SIX (6) FEET X,� GREATER THANHE LEACHING POOL Ya -V T 5. AREA OF E% 01 TO BE BACKFILLED WITH ACCEPTABLE SAND 8 GRAVEL. 1 T + _- \ 6. FLOOD ZONE INFORMATION TAKEN FROM: A, y. AA i FLOOD INSURANCE NOT MAP No 36103CO166 G �R / IZONE AE BASE RICO ELEVATIONS DETERMINED / _ ill _ J - 1 JgC�(9 ZONE COASTAL FLOOD ARM VELOCITY HATARD (WAVE ACTION), WNEDW� .Y. '�, r A. 'A, 'FT Np UlSE FOOT ELEVATIONS DETERMINED ZONE F MFRS O' 500-YEAR 1 WuAFE NIFLOOD. AREAS OF MOO-TEM ROOD WDM AVEAI,GE N'4/ 1 D H55 RAN 1 FOOT OR WHO DRAINAGE MEATS LESS M o,K a WOW AND ANERE PROTECTED BY LEVEES FROM 100-YEA+ FLOOD PROPOSED SEPTIC SYSTEM DETAIL / / • 0,E ZONE x' MF/5 DETERMINED TO BE OUTSIDE SCO-YEAR Er➢ODPLAIN ELHHOU51E0 (E101 IF SCALE) AL ML .Y. q ry A. S.CA.H.E REFERENCE R RATELY 0190 H ONISN GILDA / R1' A. PROPOSED RLL IS A°PROXIMATELY A50 c yEa nur gOSCRME [LCV. 90' yL /� ✓ Of' fjP 9. UPLAND AREA 7a,122 sq. N. BUILDING AREA - 4,162 IqF !1. (INCLUDING HOUSE GLEN h POOy —IMIN BE FL 79IN j f 29 LOT COVERAGE OVER UPILNO AREA = 6.09%(INCLUDING NOUSE. TACK A PADO TOP OF e 5' 6. R NFE la. DRAINAGE PLAN AND CALCULATIONS PROVIDED BY FREDERICK S KEITH P.E. AN C ON AL N -�- SEPTIC - LGCHMc T 3' Dr. / " INV. EL' rMx PWL SArvO mm PITcx /A^/r m PITcn I/e'/r wv LL bn POOL APPflLVED PIPE APPROVCT PIP[ LEACHING / D� Inv CL ]^' wv IAHL, o i cowv+ I'—e'—•i / RIG 9., 0"� / D mSrRIRe PTo SEM em EL AT FILE DeWATCR m SEPTIC TANK (U TEST HOLE DATA LONA LEACHING POOLS (5) MINIMUM a LONG N O AT WDEF FOR 1 e emxoTM xousE Is LGaq eu T IN It NCREARK, ^' HALL HAVE M E UM T ESSVE STECUR IR OF A.WD FRI AT 2e DAYS I Floats LEACHING GELE SnhM TOTS A I TO ] DCGxaTM rmusA Is ]T sDLwnrr MU yp / ] w.LLI CONCRETE HAVE SC IA MINIMUM aF A'. A mP THICKNESS Or IF NIT A AFTEM THICKNESS OF 1- p ACHING POOLS ARE TO ME CBNSTRUaEG OF PRECAST RTNFRATIM CONCRETE (OR ETUKI TEST HOLE No > TEST HOLE No. 2 ALL GROULA DDTOM MN TOP SHALL GENTNN RONFDO NG TO IESI4 AN APPLIED FTNCE OF 300 ql LEACHING STRUCTURES. STDG DAMES MT/W STARS 9 ur aaI sHY1 TE sEIlEDi SIO PAT IF TM'x 6 3 Au COVERTS SHW BE OF MEANT REINFORCED CoxcRFlT (TR EwAL). OnIE SEPPIUTANK SHALL GE INSTALLED Ar LLVIIGN p p�EC00N5 (WCM A MM. 106MNCE Tv Sl/n7 A A 10' mn DlsrnucA [N IL.cxlxc POOLS AND wnrFA LINE 5"NMLI G LN�Mu EO (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON MARCH 12, 1999) (TEST HOLE DUG BY McODNALD GEOSGENCE ON JULY 17, 2001) ' minK e6a nF cwPACTm M. . mi„ DISTANCE EEN ONEEUNCE rFxHPO S AND WA EPnc 6 /" R s n 10' mm GmnxCE XTRACI SEPTIC TANK .IND DOUSE CRAI HE -..ROD s uNEO m " �� i e EL 103' EL 40' D. / ':0 aFP DI`�J4wy DARK BROWN SILTY LOAM DL BROWN SiLTY LOAM DL PROPOSED CONC. RETAINING WALL DETAIL SUFFOLK COUNTY DEPARTMEfIT OF HEALTH SERVICES O� roTT TT sGME1 P�qT FOR APPROVAL OF CONSTRUCTION FORA tl� v BROWN LOAMY SILT ML MOWN LOAMY SILT ML UNAUTHORIZED ALTERATION A SHN TI ADDI110N ! YI. 4 ^• TO THIS 7209 Is A VNEW YO OFK -- �/ SS � / EL 1J _ EDO ATI 1208 OF THE NEW YORK STA lC HNL9HLT GRACE �� s'IIiGLE FAMILY RESIDENCE ONLY AH _ 'I` / 13\J0r YAiER IN BROWN LOAMY SILT ML p �. DATE 1-T,h �t l oL EIS RBF.N —021 _— 23 EDucgTlaN LULU 3 a P a. .� �' THE LAND FSUHMEYOR'S FEIS SURVEY ED SEAL OR P NOT RING BROWN SILLY SAND SM No 4OREPAIR °' p APPROVED ad 0 EMBOSSED SEAL srwu BOB DE couslDERED Is 2 ,'J .>] TO BE A VAUD TRUE COPT 6 ND , REB. H. w ��„ d FOR b1AXA1UM OFB MS X EXPIRES THREE YEARS FROM DATE OF APPROVAL cErrrlFlcgnoxs INDICATED HEREON snqu Run O 1' 0 C FlNISHED CRMF. O E' N �IiLE COMPANY EGOVERNMENTALOAGENCY SAND � •-` 4 j PALE BROWN FINE TO COARSE SAND SW NA WATER IN PALE BROWN FINE i0 COARSE SAND SW LL p IS PREPARED. AND ON HIS BEHALF i0 THE A OPE EL 1 9' B4, ING INS11- sDRUG EDGED SIDE . 11- MCNURANE WATEAPfl00FlNC C � l LCNDING INSTINPON LISTED HEREON, AND 1 K U 1— �� TOUTER CERTIFICATIONS SIGNEES OF TME NOT HE D TRANSFERABLE 2 20 O d� 1 — ES—�� 9 r / �¢ 00 ye' M! m h R AND/OR EASEMENTS OF RECORD, IF / W. U Q •S 6 1 eTmL `H"`�. ` - --`� ANY,THE SNOT SHOWN XISTENCE FARE RIGHTOF GUARANTEED WAYS ryD// ✓, 0, ' L'////ISI I WATER IN PALE BROWN FINE i0 COARSE SAND SW {_G N1 By TO Q // I _ / o / // I EXCAVATION INSPECTION REQUIRED No 3 REBM 0 11' ' 41 F' � 'z PREPARED IN ACCORDANCE WITH THE MINIMUM � .M ro 2�( 1 w \ \� / zi - =t — T^ 2 $ LL STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Joseph A. Ingegno FOR SANITARY SYSTEM Vi m Q, d• BY THE LIALS AND APPROVED AND ADOPTED T 1 R' A �Y 'j, p p 4 Q FOP SUCH USE BY THE NCW YORK $TATE WND sBSe a. "` 1 �, i j/ 1 BY HEALTH DEPARTMENT o. Ao° 15 1" � W N � O W TITLE ASSOCIATION p Land Surveyor W 79T44'30" ""A" o e' 0 O 11az • x �l I-?'-0" / aA.IN yO.eL h/ Q' Q FST y TUG Survey^ - SUb&Wsmns - SIDE Plans - COTstruCLon Layout 2 PHONE (637)727-2090 Fax (631)727-1727 COREY CREEK ?171_ W DITICES LOCATED AT MAILING ADDRESS GO- 496 .Y 5 LIc No 49668 322 ROANOKE AVENUE P.O. Box 1931 - LAN S RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 --- -- - - ---- — — - 99-BO4P I'r l r 20054 1I -'''111 r ; Aj1lr 1 _ URVEY OF PROPERTY bR I LED SITUATED AT _ dy ° goy 'pro. N'glrf"Ro ,,' SOUTHOLD 4 "SrpFFY` TOWN OF SOUTHOLD R% SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-87-05-25 SCALE 1 "=50' FEBRUARY 18, 2000 .� f v MAY 9, 2000 LOCATED WETLANDS s - MAY 25, 2000 REVISED SITE PLAN JUNE 29, 2000 LATH FOR N.Y.S.D.E.C. INSPECTION ry r/ �'A'•f SEPTEMBER 16, 2000 ADDED WETLANDS DECEMBER 6, 2000 REVISED PLOT PLAN a DECEMBER 14, 2000 REVISED BUFFER e JANUARY 5, 2001 SET LATH FOR N.Y.S.D.E.C. INSPECTION / \ APRIL JULY 19, 200ADDEDEST HOLP E 1 REVISED MAP 2 / SEPTEMBER 17, 2001 REVISED SITE PLAN / NOVEMBER 6, 2001 ADDED SETBACKS TO R.O.W.'S !�a DECEMBER 6, 2001 REVISED PROPOSED DRAINAGE RINGS OCTOBER 5, 2004 REVISED PROPOSED POOL & HOUSE 64A NOVEMBER 21 , 2005 PILE & GIRDER LOCATION /"/Ml F' AREA = 148,418.19 sq. ft. � �• � � (To TIE LINE) 3.407 ac. + ^ CERTIFIED TO: 4y / •� LISA EDSON NOTES e / 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: LOO \+ / 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3610MOI66 G 2 � .h / ZONE AE ME FLOOD ELEVATIONS DETERMINED ZONE VE COASTAL ROAD WIN VOLOCNY LAlMD (WAVE ACTON); WE FLOOD ELEVATIONS DETERMINED ,fA A9 � �'4`�,"b.QN ei•\ lO`6� ZONE x ARM OF 500-YEAR FLOOD. ARM OF 100-YE.1R FLOOD wIIH AVERAGE 3" lQ / / YC" OIE59aARE MILE; AND ARTHAN I EAS PROTECTED BY UFODES FROMOT OR WITH DRAINAGE ARMM 100-YSS M FLOOD A` ,1, �+ o� fij �• 4, ZONE N: ARM DETERMINED TO BE OUTSIDE 500-YEM RDODPWN. UPLAND AREA = 75,522 p. ft. 00. uIZJRG"� C`N151939 \ FVGGm m E"ON r / \a / 6 / / f to Off h / e y ry qS 9 Te,-,---- --- " ,)5' b„ f S /' y 2 �yy M• r n ,I„ t A, S1MH�"D wF.nER y ,J. i FT y / A. 4jH �. � / v 4 uNAl1THDUV ALN TI ADOmoN TO THIS S pRVET IS IS AA VVIOLATON OF ESE ION DDCATONZI09 AW F THE NEW TORN STALE f COPIES OF THIS SURVEY MAP NOT BEARING THE LANA SpASHAUYDIRS INKED SEOR EMBOSSED SEAL L SHALL NOT 0E CONSIDERED TO BE A VAMD TRUE COPT YI THINDICATED HEREON SHELLS. ROE ONLTO ONLT TO THE PERSON FOR WHOM THE TO TSURVEY HE O A` TI PRETLE PARED, MO ON HIS BEHALF TO THE / 94 LENDING IINSTTUFIONELISTED HERECfJJ.ANCY D p TO THE ASSIGNEES OF THE SNOT TR INSTI- TUTION NST- TUTTH CERIGNEES ONS ARE NOT NG INS ERABLE ANY,EXISTENCE F NOT SHOWN ARE NOT GUARANTEED. IF HED. AND/OR EASEMENTS RIGHT RECORD, S ''' dye/ s A.� Jt- PREPARED IN ACCORDANCE WITH THE MINIMUM j Joseph A. In a no 4` • \ / 0'" 3/ 11 BY THE IAF05. AND APPROVED ADOPPTED FOR SUCH uSF BY THE NEW YORK ATE LAND /� p g g O nRE ASSOCIATON F Til Land Surveyor eyor 7A D° \ i\ 1 i r4.24' i �Io Title Surveys — SubdiWsions — SAG Plans — Construction Layout COREY CREEK Nz 3j?s„W ' 0. PNE (63090 Fax 6 ) 7 OLOCATED AT N0ADDRESS C { n MRF', L LIC No. 49668 322 ROANOKE AVENUE PO Box 1931 RIVERHEAD, New York 11901 Rmerheaq Neal York 11901-0965 99-804U SURVEY OF PROPERTY B SITUATED AT SOUTHOLD =\� q fRON�LIr TOWN OF SOUTHOLD �10 SUFFOLK COUNTY, NEW YORK A r `qj� S.C. TAX No. 1000-87-05-25 SCALE 1 "=50' FEBRUARY 18, 2000 ,� • " MAY 9, 2000 LOCATED WETLANDS �" v °``mow, .• MAY 25, 2000 REVISED SITE PLAN JUNE 29, 2000 LATH FOR N.Y.S.D.E.C. INSPECTION SEPTEMBER 16, 2000 ADDED WETLANDS \w DECEMBER 6, 2000 REVISED PLOT PLAN DECEMBER 14, 2000 REVISED BUFFER / a JANUARY 6, 2001 SET LATH FOR N.Y.S.D.E.C. INSPECTION APRIL 23, 2001 REVISED MAP / JULY 19, 2001 ADDED TEST HOLE No. 2 a�mm°ct�^+PEL SEPTEMBER 17, 2001 REVISED SITE PLAN ' NOVEMBER 6, 2001 ADDED SETBACKS TO R.O.W.'S .�S• DECEMBER 6, 2001 REVISED PROPOSED DRAINAGE RINGS °4 OCTOBER 5, 2004 REVISED PROPOSED POOL & HOUSE NOVEMBER 21, 2005 PILE & GIRDER LOCATION °0 FEBRUARY 3, 2006 ADDED POOL HOUSE �g JULY 28, 2006 FINAL SURVEY NOVEMBER 3, 2006 UPDATE FINAL SURVEY *+ AREA = 148,418.19 sq. ft. (TO TIE LINE) 3.407 ac. \ S.C.D.H.S. No. RIO-99-0212 * CERTIFIED TO: LISA EDSON \ ' NOTES, ��' -P 1. ELEVATIONS ARE REFERENCED TO N.G.V.O. 1929 DATUM QgA' �•1'• <YT OD Z NO ELEVATIONS ARE SHOWN THUS: 10 0 2. FLOOD ZONE INFORMATION TAKEN PROM: FLOOD INSURANCE RATE MAP ION 5 DETERMINED G 4'S d 'b•P0, ¢�/ • �)°,+>� ZONE AE. BASE FLOOD FE Eo WITH V OEIFAMIAZA J L •^ MMMMMM Cy ZONE VE' COASi/1 FLDW N1M VII➢CNY HAZARD (WAVE M110N), JI. z3• 1O M' y BASE REDO 0 ELLVAPONS DETERMINED AREAS A, 00+ `POS J ZONE % BETTE! OF LESS THAN FI FOOT OF WITH DRMNAGE AREAS LESOF 100-YEM FLOOD S T6AANN ARE •, 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 100 YEAR rt00D y^ J• ZONE %' AAFAS OETEAMINEO N BE OIf510E 500-YEAR fL000PWN ,M �„ EppC pF 50LiMP5.lyyr 3 UPLAND AREA = 79,522 a9. fl. �O. Fpm Bf ENS MANOH 1l. a� (✓Y O� AE NN b . \d 011 �yry.�c Mr X95 61 Mr R9 yy f E� T WATER + r v. r { TOA ISaSfURV ALIS A ON OR Tt ADDITION RECE,VON OF SEGnON 72009FTIE W EWnYORK STATE EDUCAEON LAW. Nov - 9 2006 COPIES OF THIS SURVEY MAP NOT BEARING �jJ Y12. THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEN. SHALL NOT BE CONSIDERED A TO BE A BWO TRUE CO ZONING CERTIFICATIONSTINDICATED OHRUN O BOARp OF APPEALS SNLY PREPAREDE, AND ON ON HIWHOM S BENUFTTE SO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND TO THE ASSIGNEOF THE LENDING INSR- INSTITUTION N. A. TU „o IIDGNG CERn CATIONS ME NOTEOTRANSN ES FERABLE O / / / L . AP THE EXISTENCE OF RIGHT EC WAYS ANY, NOT SHOWN ARE NOT GUARANTEED. 2 + ANO/OR EASEMENTS OF RECORD, IF STANDARDS LI NR TNI. SURVEYS AS ESTABlI5HE0 Joseph A. Inge gno ♦ \ \ / e+ / BYETH.CH USEPARED IN �.CAHOON PROYEO ANO GE WITH THE AGE '3' TITLE ASSOCUnON 9•, 1 / TITL SUCH USE BT NEW YJflN STATE UNO b OFN roR Land Surveyor N 711.44.30^ W y�/ 9�P�QN P.I OFC�'F N 24' MI. Surveys - Subdarim. - Site PIDns - Construction Layout N * PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MA/LIN6 ADDRESS COREY CREEK 203'dS•k �C 4608 N.Y.S. Lc NO. 49668 322 ROANOKE AVENUE P0. Bo% 1931 RIVERHI New Yoh 11901 Riverhead, New York 11901-0965 99-809 SURVEY OF PROPERTY SAN SITUATED AT a ° wgTeR�j� SOUTHOLD TOWN OF SOUTHOLD -1yO SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-87-05-25 SCALE 1 "=50' FEBRUARY 18, 2000 MAY 9, 2000 LOCATED WETLANDS sJ MAY 25, 2000 REVISED SITE PLAN JUNE 29, 2000 LATH FOR N.Y.S.D.E.C. INSPECTION a, / �•� SEPTEMBER 16, 2000 ADDED WETLANDS / �*1 DECEMBER 6, 2000 REVISED PLOT PLAN DECEMBER 14, 2000 REVISED BUFFER JANUARY 6, 2001 SET LATH FOR N.Y.S.D.E.C. INSPECTION % APRIL 23, 2001 REVISED MAP JULY 19, 2001 ADDED TEST HOLE No. 2 ��eRvev,"-P1 SEPTEMBER 17, 2001 REVISED SITE PLAN NOVEMBER 6, 2001 ADDED SETBACKS TO R.O.W.'S 4�. DECEMBER 6, 2001 REVISED PROPOSED DRAINAGE RINGS 04 OCTOBER 5, 2004 REVISED PROPOSED POOL & HOUSE NOVEMBER EBR FEBRUARY 3202006PILE ADD ADDED ILOCATION HOUSE JULY 28, 2006 FINAL SURVEY NOVEMBER 3, 2006 UPDATE FINAL SURVEY AREA = 148,418.19 sq. ft. -� (TO TIE LINE) 3.407 EC. Cr. S.C.D.H.S. No. R10-99-0212 �k CERTIFIED TO: °w LISA EDSON L ELEVATIONS ARE REFERENCED TO WNN.G.V.D.THU 1919 DATUM V EXISTING R E REFERS ARE SHOWN THOS 10 U 4' / ,p4./J.�0 1P'1\ Ryy4 2. FLOOD ZONE INFORMATION TAKEN FROM. N-J,/ �£0y'�p� IX BJ`� , ?1o`q FLOOD INSURANCE RATE MAP Me, 36103CO166 G "!!.0„"Y ,f, G" ZONE AE BASE ROOD EIEVATONS DETERMINED £dp NH� V 20 NE VE COASTAL "Do W1M VD-OUP HAZARD (WOK ACTON); ^1 N JZ k N J e BASE R00D ELLVAIIONS DETERMINED ZONE X Ai EAS OF 500-YW FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE ^y J• DEPTH OF LESS TIMI I MOT OR WITH DRAINAGE AREAS LESS THAN •\ M ,,AUT109 IL.Snp '� 1 SQUARE MILE; AND AREAS PROTECTED BY 1 MS FROM 100 YEAR FLOOD r IGE GLTANR'Tgg9 ZONE XAREAS DETERMINED TO BE OUTSIDE 500-YEM FLCUDPLAN IN ENS WpSe` 1T' 1 3. UPLAND AREA = 78,522 Rp. H. i r � Rod r � / r / "' r "' � �� n ' '. aP�O'. 'ALts\ 2�J / •°+'fS z as, a �FA! � Sy'� a, YN��WV Ke ^' AQ lv, Y As 5 r r j WATER ,A r r r / r r _% BG .. j /r cq UNAUTHORIZED ALTERATION OR ADDITION TO WE SURVEY IS A M01-ATION OF EDUUCTOR ATION2UWOG THE NEW YORK STATE 2J.Po. COPIES OF THIS SOR'SI NM NOT BEARING r / THE LANO SURVEYOR'S SURV NMKED SELL EA r / EMBOSSER 5 SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY ONLY TO THE PERSON FOR "ON THE SURVEY CERTIFICATIONS INDICATED HEREON SHW1 RUN ;W a IS PREPARED, AND ON H5 BEHALF TO THE p r TRTE COMPANY, GOVERNMENT& AGENCY AND LENDING INSTITUTION USTED HEREON. AND TO WE ASSIGNEES OF WE TMION. CERTIFICATIONS ME NOw T TRANSFERMI£ 2 r•/ r THE EXISTENCE OF RIGHT OF WAYS ANO/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. .�J \ r /y, /•aJ�O\y. � „ Q /A nP��wNOAINq L �0U�AONESTABUSHE D O MOPTEO �cSE HBTM THE NEw RK srATE LAND Joseph A. Ingegno ]ey4 -_ __ �EOFN wr Land Surveyor N '30. W y'kp \AA.1 GF RjT, 114.14. GJ C 20 � FHe Surveys — Subdivisions — Sde Plans — CoretmeLan Layout COREY CRE �J>? < PHONE (631)727-2090 Fav (631)727-1727 EK W OFFICES LOCATED AT MAILING ADDRESS 'C.'VS 4966 �. LID No 49668 322 ROANOKE AVENUE P.O. Be. 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 99-804Y AI� SURVEY OF PROPERTY SITUATED AT SOUTHOLD tv TOWN OF SOUTHOLD f`` RfFT �1O�d SUFFOLK COUNTY , NEW YORK S. C. TAX No. 1000-87-05- 25 SCALE I "=50' FEBRUARY 18, 2000 .dam. MAI' 91 2000 LOCATED WETLANDS MAY 25, 2000 REVISED SITE PLAN JUNE 29, 2000 LATH FOR N.Y.S D E C INSPECTION 3 jam\ SEPTEMBER 16, 2000 ADDED WETLANDS DECEMBER 6, 2000 REVISED PLOT PLAN DECEMBER 14, 2000 REVISED BUFFER JANUARY 6, 2001 SET LATH FOR N Y S D E C INSPECHON APRIL 23, 2001 REVISED MAP JULY 19, 2001 ADDED TEST HOLE No. 2 / SEPTEMBER 17, 2001 REVISED SITE PLAN NOVEMBER 6, 2001 ADDED SETBACKS TO R.O.W 'S DECEMBER 6, 2001 REVISED PROPOSED DRAINAGE RINGS OCTOBER 5, 2004 REVISED PROPOSED POOL & HOUSE NOVEMBER 21 , 2005 PILE & GIRDER LOCATION FEBRUARY 3, 2006 ADDED POOL HOUSE / AREA = 148,419.19 sq. ft. (TO TIE UNE) 3.407 ac. CERTIFIED T0. LISA EDSON r r 6'' \ / 66 •\y,, NOTES, I 1qR / I •1,a / ELEVATIONS ARE REFERENCED TO N.4 Y.D. '939 DATUM 2 'IE•\ "ISTNO ELEVATIONS ARE SHOM'N THUS' 3. FLOODzONE INFORWAMN TAKEN FIIOM FIGSO INSURANCE RATE MAP No. 3610x0156 c 'fV• A� T �E �y / lT'1 ZDA, +E RISE HEM. E1£.'ATONs 3Eru-i1XNE0 'ON /E CO ST/L RUN W`rH .E ' 'wURO rxn✓< .CIaN, R E RUOU eliNATGNs 317EEMMEO ZONE A AREAS OF 5O0-YEAR RNU. AREAS OF IW-YlP 14110 M1H +rWCE y i \ oEPm OE ,.E4 T AS P aI wtrn ow EHT S ErG ui r-Inn IMg / :ONE x. MEAS UEfERNIMO o X CVSIm .-,.N I.Or"IN S°IUFE UEA; ANO I FO T OTEET�I BI RFFS FPON 'Crr 11. FLOOL o N_ UjN1iTS, ,99 3 UPEANO ARE/. _ ]6,523 a9. H / FDCFm (3Y E aN 4ARC /, r" ° 0� . ry0 / 6 II / Q a4. � Fx• 3c � / y � / 4 1 'L N. y \1 40'/ ��d E ro THIS SURRVVEY IS A VOWriON�OFmON EDUCATION uWN 1HE NEW YORK STATE COPIER D THISSURVEYOR SURVEY I MAP NOT HEARING THE LAND SEAL SI,R'S INKED SEAL OR SI EMBOSSED SEAL RUE C NOT BE CONSIDERED / ID BESA VAUp TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TnE COMPANY, GOVERNMENTAL AGENCY AND LEDING NSIONEES LISTED HEREON, NAND SN TORTES OR. Ab9BNEE6 OF THE TENDING TRANSFERABLE r / TUTON. CERTIFICATIONS ME NOT TRANSFERABLE THE EXISTENCE AND/OREASEMENTSOFRIGHT OF Y RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. `o y 2 ?// / S 1•� y / ��n ,/A. \ �R SUCLIALS H 5 USE AND APPROVE AND ADOPTED FF PREPARED IN ACCORDANCE RUE SURVEYS E MINIMUM 3 FOR SUCH USE BY THE NEW RK STATE LAND Joseph A. Ingegno w\� 2�, 0 1 n SBpGMTDNLand Surveyor N )8.44'30" d ZM' O� * _ title Surveys — SuGCrms°ns — SHE Plans — Construction Layout IV / PHONE (631)727-2090 Fax (631)727-1727 COREY CREEK zp3j Sy.� e'E OFFY7ES Do ATEo AT WiLiNG ADDRESS H L¢ No 49668 322 ROA RIVERHEAD, New York orkN 9 1199 R,ve,h,.d NO. YOFK 1311901-0965 99-1304V SURVEY OF PROPERTY S SITUATED AT 4111��y °; S 0 U TH 0 LD 2 � u� gTfRoj� TOWN OF SOUTHOLD 4�: TRFfC, �t SUFFOLK COUNTY, NEW YORK �" " �qj� S.C. TAX No. 1000-87-05-25 SCALE 1 "=50' FEBRUARY 18, 2000 z ` MAY 9, 2000 LOCATED WETLANDS MAY 25, 2000 REVISED SITE PLAN JUNE 29, 2000 LATH FOR N.Y S.D.E.C. INSPECTION SEPTEMBER 16, 2000 ADDED WETLANDS M° / DECEMBER 6, 2000 REVISED PLOT PLAN DECEMBER 14, 2000 REVISED BUFFER JANUARY 6, 2001 SET LATH FOR N.Y.S.D.E C INSPECTION 2001 % JULY 1 ,APRIL001 ADDED RTESTEDHOLEPNo. 2 SEPTEMBER 17, 2001 REVISED SITE PLAN NOVEMBER 6, 2001 ADDED SETBACKS TO R.O.W.'S DECEMBER 6, 2001 REVISED PROPOSED DRAINAGE RINGS OCTOBER 5, 2004 REVISED PROPOSED POOL & HOUSE / NOVEMBER 21 , 2005 PILE & GIRDER LOCATION / FEBRUARY 3, 2006 ADDED POOL HOUSE / JULY 28, 2006 FINAL SURVEY AREA = 148,418.19 sq. ft. \ (TO TIE LINE) 3.407 ac. t9 / / S.C.D.H.S. No. R10-99-0212 K' ,,'� / CERTIFIED TO: LISA EDSON NOTES 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1939 DATUM G ELEVATIONS ARE SHOWN THUS:1L9 R ( 2 ROOD N0D ZONE INFORMATION SURANCE , RATE MAP No. 36110300166 G 4'•,, � o yp��'� °U \ `1� 1° ZONE AE HESE ROOD EIEVATON9 DETERMINED `cT'^t•A r r 3�^ BC'£do wr pV, ZONE VE WE FLOOOD ELEVATORS NS DETERMINED (WAVE ACTION). 'N y ZONE X AADS ORA F `AO-YEAR ROOD, AflEA9 OF ICO-YFM FLOOD WITH AVENGE / \ NAGE AR. LESS THAR SQUARE MILE. NCO AREAS PROMOTE, 6,' L ES FROM OD-YEAR FLOOD •�h JOp. TS AS \ ZONE X AREW AS DETERMINED TO GE OUTSIDE 500-YEAR FLOUDPN. W FREE M WUNU,5.199e / 3. UPLAND AREA = 79,522 r \ 20 FVGGfP BR ER ON SWI 1l. r 'P'A, . r R � 3 m/ate des a'm..,�r In,. �� ro°; •/t° aTsx all. A` r 4 r A< 0 p 0 Y; wlp°Q-QCX�µ A, r S r O r5� r r r /' � 320Qfi ss -oma Z A, gANOMD /' 3 f wMFA A` r r m, 117 r r r r r — AL ,M 1 . // ) r / e�0 /, ry5 n1 f,} r � TO THIS ALIS A ON OR ADDITION TO THIS 7209 IS A VNEW YO OF SECTION 9209 °F THE NEW YORK STATE S J( x�' r /•/ EDUGTON RAW r/ l �J• COPIES OF THIS SURVEY MPP NOT BEEPING WSJ Oo• p,F / OF THE SSE SURVEYOR'S EATSINKED SEAL OR SI ya TO EMBOSSED BE A VALID SHALL NOT BE CONSIDERED r r / g QNA P CERTIFICATIONS INDICATED HEREON SHAT- RUN ONLY TO THE PERSON FOR WHOM THE SURVEY A, e 4 j * TITLE COMPANY, GOVERNMENTAL AGENCY AND y IS PREPARED, AND ON HIS 91 TO THE LENDING 7q A, /� TO THE ASSIGNEES OF THE LENDING INST- p TUTCH CERTIFICATIONS ARE NOT LISTED ETRANSFERABLE y r THE EXISTENCE NT RIGHT EC WAYS ANY, NOT SHOWN ARE NOT GUARANTEED. r � � ANO/OR EASEMENTS OP RECORD, IF A'/ C°•�yY / r \Y r • � r r 'I' =PdN*ir / r� ANDARDS FOR TTLEAWITH THE MINIMUM STSURJ S AS E5TAEUSHED E{ THE LIALS AND APPROVID ANO ADDFTE0 Joseph A. Ingegno 'PEE 50.550 USE By THE NEW YORK STATE UND � S �/ 'J• F\ /g� gam/ 1` Land Surveyor 4.I{' 7iHe Surveys - Subdivis°ns - Site Plans - Construction layout Ns PHONE (631)727-2090 Fax (631)727-1727 EEK OFFICES LOCATED AT MAILING ADDRESS COREY CREEK 20 J�25',,, NYS LIC. N. 49666 RIVERHEAD.ANOWEY„EN11901 R,,E,hCOC PNa,A YGrk 9111901-0965 99-804X 98'-42" 12'-0j" 11 '-0j" 11 _9" 11 ,_02„ 12' 12' 12'-02'. 47 48 toTtu) 1, I --- --- - - -- --- --- -- - ---I --- -- --- -- - I 7'-2j" - --- ----- - - -- - --- -1 - - - - - - ----- --- ------------------------------------ ------------ H -- -- -- - � I I __ / ,139 40 41 / _-- _- 1 9 5'-10" 5, g4„ I 1 g 29 30 1 32 33 34 35I 3 LVL 5-1/4 x 11-7/e 2'-03.1 LVL I3-1/2 x 11-7/8 11-7 a LL a-1/z x 11-0/e h -1/2 x 11-7/81 - 3 „ 1— ' 4 ] 4i P 1ro _ 56,_3„ -- 7'_9" 7'—l " LPI 36 11-7/3®16" 1C LPI 3u 11-7/5112" 1D LPI 3611-7/6®12" _ LPI 36 11-7/891& 2 CCA 16' O,C, 7'-74" 1 LPI 3611-C/6®16" 10'-44'r LVL LVL a-1� v fi- . 111 -7 LVo-1 -0B7ro 13 -2 4 -93-9 , 9 2'-4� 9,_114., — 3,. 5'-7j„ 4'_3 „ 15,_6" 9'-o LVL 5-1/4 x 11-7ro 7'-4j" 4f 5 3'-22" LVL 3-1/2 . 11-7/e LVL 5-1/4 x 11-7/e 1R211 3 LVL 3-1/1 14'_81 " T-94" 10'-102" 10'-11 11 '-04 12'-72" 27P— L72" 4 2'-93,p 98'-44" AiO PILE FOUNDATION EDSON HOUSE , fir. .L '�'' '': FA f:;1, F'.. t>•' It i. o u.1,�," .t M Mum U.l.r.", DAVID CORWIN , P . E. SCALE: 1 /4"= 1 ' ;.; , -.- ;, €. m... 1. .m"r .n.r U. LI Nm tl. 1,�j n ' r nw4 paaa.ml . y11u.r� b nlbr nn Ihm In .m. lt.xlam ; �l.l,x.xxlx.� GREENPORT, NY • )45- .pAN.�` :>.,., �,4�:.f:"`,"��~nv`.• laumrlm. ..wnwm" . ;x.1n am MI 'x. ..1 .1 mWWn Wm m anxa ue ^ua ° :atiamm.eu APRIL 30, 2005 REVISED JUNE 6, 2005 REVISED AUGUST 16, 2005 REVISED JANUARY 27, 2006 REVISIONS: 110, i Ic 36X36 VENTING CUPOLA N M —RAKE Ll y MRH _ _ - 1Xfi FRESZE BD. Ll PROVIDE GUTTERS AND LEADERS TO DRYWELLS(TVPi I— L L i r W (Typ. I I -- l „ ❑ - = J LI_r- I I_L- _ II L_ L-L11 J IF r -d - - - �_I` ` L._ L 17 _ Lu O 4"CORNER BDS. _ Z L LL Ll p W I L_. J I I I - L � C I s — - � - _ - _ I__ _ - _ � - - -- - - - -- ��� �11 �_ I �_ OCCUPANCY® oC a U6E 16 UNLAW a- I II L-I _ _LL LID sHwH I --r - - - 1 JI -I SO 4r W FENCING OFQCk '. . I� il I 7 - --- I I I I I r - LFiILLFLLF_411III� 11 — _ 1 �I_ - LI - AtCCONSTRUC ON SHALL T THE REOUIRE AENTS OF HE CER F CATION OF ODES OF NEWY "AhSTATE NAILING c;0', ycCTIONS R ILL PLUMBING W E WATER ONES NE p S WG BEFORE COV RING NOi CERT/ E3 CFFMW 10N NORTH ELEVATION �� 'F „ �ANCY ""� � iwp �� SOLDER USED W WATER SCALE: 1/4" = V-O" SUPPLYSYSTEA4CANNOT EXCEED yT p OF>i LEAD. UNDERWAREAS CERTIFlCATEI LA REQUIRED p� z 2 w � o h PRgVED AS NOTED p ¢ S ' DATE: '[�( -B.P,+ . as3� COMPLY WIT L-�OCSOF -� FEE: /o 330 BS° NEW YORK STA E &WW CODE 5; g NOTIFY BUILDING, DE{�AgYME` NF AT- AS REQUIRED A CONDITIONS F 76$•1802 BRM TO 4RR AOR THE FOLLOWING IR',PECTIONS, 50 H LOTOWNZSA r- I. FOUNDATION TWO REOUIRED '-- S H U)TOWN PLANNING BO 8 FOR POURED CONCRETE SO H LO TOWN TRUSTEES I MING s PLUMBING 4. FINAL - CONSTRU^- SIJ (JWST N.Y. .DEC BE COMPLETE FOh 40, 1� '!L CONSTRUCTION SHALL M1^ F.i THE � L T�iE P ')UIREMENTS Or "r CO., SOF NEW' CO P Y WITH ''K STATE. NOT h,- '� CHAPTF "a6" ( '.R FL DAMAGEPHFVE TION DESI„N OR CONSTRU^'may ER, -,ye 6Rgp A SCU LD TOWN CUD p p4 f• -`-� ¢ .��7 DRAWN: MH/MS SCALE: 1/4"=i'-0" \J/ SCA E: ` IOB 0 2005 ��' lune 29, 2005 T SHEET NUMBER: I^q, — RED LToAA. ,,vm;*45 ,,c R NOFF PURS A OF REVISIONS: CUPDLAuv � m z F F- Al H FE PROVIDE GUTTERS — ANDLEADERSTO L J - UNDERGROUND DRYWELLS(iYP) — - _ - _ — _ — _ — _ — _ _ — _ — _ _ _ _ _ _ — _ — _ — _ — _ _ - - _ — _ — _ — Lu U) Z _ ❑ ❑ - O:iH ~ - - l IT W o N R -- - _ - - Ea 0 - - - DECI(TO BE16" O O d - � I FLOORIm LL I v _ - SOLIfi'HIGFI I L _ T ❑ I _ � D FENCE I MM - - - - - - - - - - . SOUTH ELEVATION SCALE: 1/4" = P-0" luv) o 0 ° z = w9 0 C = 0 m :m) Ln 40 -0 W R o ung u } DRAWN: MH MS SCALE: 1/4"=I'4' ]OB k: June 29,2005 Q or, 6o SHEET NUMBER: A-2 REVISIONS: 1 wr —_-- -- -- — - - -- ---_ — RH— r PROVIDE GUTTERS ¢' � - J 1 _ J - — - - AND LEADERS TO I .�L711 -- - - -- UNDERGROUND � U m m ❑ — I � I II 4 II ❑ I IL — � I II i_ 1 11 1 1 H I II I W I o r - 4 - fi'HIGH � � Lr SOLID EENQNG � -- - so I 1 _I i - I J W I I II i r - - L - - - ' - - I � - - ❑ II❑I- I _ I I I IIS . � I I '' � - i. , I _I =r' � T _I III_ - rte- - _I '-In I - - - - - D W .6 (� a 0 W d W RH __ - - - - - EAST ELEVATION -_ - SCALE: 1/4" = 1'-0" PROVIDE GUTTERS AND LEADERS TO UNDERGROUND - DRYWELLS(TYP.) - - _ T'_ _ 1 ❑ ❑ — L"_ I L L❑ � _TILL -I — Lc Ln — _ I _ I o � z - - O - - -- J " o _lx C 6'HIGH Q F " I� ❑ ❑ ❑ Q D FENCING 0 m � SO - I _ Q U.) Z 1 -0 IL ❑ - W IFm Q DRAWN: MH/MS SCALE: 1/4"=1'-U" WEST ELEVATION OB : ` " ]une 29,2005 �:.�p C SHEET NUMBER: SCALE: 1/4" = P-0" Sri ' ;° A-3 REVISIONS: \`Mile I�\moi 39'-5 ll2" 12'-15 1/2" — — — — 5' DECK ABOVE9. \ 4 u L U x = II I e = - @ c. POOL ABOVE \ I I I I I I \ - - - - - - - i I I I UP REFER TO DAVID CORWWN,P.E.PLANS II I I I FOR STAIR RULINGS \ NOTE: _ _ --- - - - - - - - - - - - - - - - - - - iu SEE PILING - - - - - - - - - - GIRDER PLAN � I BY DAVID CORWIN, P.E. _ " W - - - - -- - - - - - - - - - - - -- --- - - - - - - (!1 a0 _ 1 a 12'-6 1/2" T W DECK ABOVE C) \ 0 Lij ^ 15-111/2" I II I I I CL I I I II I I I I I I I \ /11.7/W'TIT Mn WOOD-I 01151 1P� NOTES' I 1 1) POST FROM RIDGE TO CONTINUE DOWN TO PILING - O 2).FLOOR JOISTS TO BE DOUBLED UP WITH .^. /11-71R"1113150 WOOD-I at 62)c / v / 1 ]IF"TII fi0 WOOD-1 @J 6,0C/ PARALLEL WALLS. MECHANICAL SYSTEGIRDQRSE ]INSTALL TO '._______ ________________I_I WI SUPPORT ¢ / 1 3). USE SIMPSON HANGERS AND ANCHORS BE ABOVE ELEV 8 T TYPICAL PROVIDE 1 WITH 7-MAX TRIPLE PROTECTIVE COATING GENERATOR W/AUTOMATIC SWITCHING `/r) I FOR CONTACT WITH ACQ 4) REVIEW"PILE FOUNDATION"PLAN FOR GIRDER &PILING LAYOUT. _ VERIFY ELEVATOR ROUGH OPENING W/ - MANUFACTURER 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ID 71 T O VP 158 3..8., \ / REFER TO DAVID CORWIN,P E.PLANq — —\L I TC) CZ Z FOR STAIR PILINGS — — — — — — — — — — = GJ IS �OL _ _ � APPLY 3/B"AC GRADE PLYWOOD a O — —I — — — — ON UNDERSIDE OF FLOOR JOISTS. m VERIFY WITH OWNER O / A / 4 AD— — — — — — — — — — —� W 23'--G 1/2" 14'-81/2" SectionR602.8 shall lFIREBLOCRING REQUIRED _---'--'{ A Jh> Flrehlocking shall a provided to cut oft all concealed draft openings(bath vertical and hof spat l) ` and to farm an 11 be ro fire darner between tstories,oner,and between a top story and the roof space Flrehlocking shall be provided in wood-frame construction in the following locations. ! APG��C� — 1).In concealed spaces o stud walls and es shall al o be flrg furred spates, el the telling and floor levels Concealed honzontal furred spaces shall also be allowed as n Intervals not exceeding ,c feet.Batts or blankets of mineral or glass fuer shall be allowed as Flrehlocking in walls constructed GRADE LC V L using parallel rows of studs or staggered studs. .- 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, �4 / - - L - - SCALE: 1/411 = 11-0II drop ceilings and cove ceilings. Y DRAWN: MH/MS 1 / 3) In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces I tTQ 1233 '( SCALE: 1/4"=1'-0" NPLAN NORTH 4J At oprings around vents,PP 9 under stairs shall comply with Section 8314.8,N.Y.S.Residential Code. -QF ?A ..�� JOB#: \ ees and ducts at calling and Floor level,to resist the free passage of lune 29,2005 / (NOT ACTUAL) Flame and Products of combustion. SHEET NUMBER: 5) For the fleplockmg of chimneys and fireplaces,refer to Section RI001.16.N.Y.S. Residential Code I A-4 \ / J REVISIONS: (100' SET BACK) \ I - Mile 10'-3]/B" 10 96'-0" -4 3/4" 111-8 3/4" ' 1,12-6 1/2 \, 91/3" 1g' �mm� 23131/4" 9'-2 1/4" ]'-0" 9'-0 5/8" T-57/6" U � d - \ 5 o — z e 9 14X22 POOL NOTE; re \ GC TO INSTALL FENCING AND z W - - SELF-CLOSING GATES AS PER _ - N.Y.S. AND SOUTHOLD TOWN 3-1.15 ACQ HEADER REQUIREMENTS -- — – ----- z _ 5 — — -__ — UP 9a@ \ Lij PROVIDE CONNECRON I— __ ]-116"+/- . /� UL - FOR GAS GRILLE FW=69611 24310 FWG60611— FWG120611-0 ------ 2-TW2652 VO/ N ^ ti -6'HIGH SOLID FENCING- 3-1-3 %ll4 ML HEADER L.L 3- 1-3/09-1/2 SELF CLOSING/ O \N O 3- 1-3/9X11-]/B SELF CLOSING/ _ " SELF CLOSI G/I SELF-LATCHING -_ 4-2X4 DF#2 POST - ML HEADER SELF-LATCHING m TO HEADER(2ND.FL00 - ML HEADER SELF-IATCHING I � Svcr ) LL be N 0 o NOTES. w 1).EXTERIOR WALL HEADERS TO BE 2-2X10 DFk2 o BEDROOM No. 2 4 g F' @ce UNLESS OTHERWISE NOTED. oIn 2).EXTERIOR WALLS TO BE 2X6 DF#2 @16"OC. W O W w x e C+� '" ]'_31/4" 13'-x^ 11 0 6 5 LIVING ROOM q 1 3).WALL PLATE HEIGHT:B'B' z 4). POST FROM RIDGE TO CONTINUE DOWN BATH No. 1 \/ N TO PRING. a 1 5). FLOOR JOISTS TO BE DOUBLED UP WITH PARALLEL WALLS. 6),REVIEW PLAN FOR TEMPERED WINDOWS 3 2'-0" 2'-6" ti VERIFV ELEVATOR ]). PROVIDE 1-Ca2 DETECTOR IN ADDITION TO BEDROOM No. 1 3'-0" SOLID CORE DOOR ROUGH OPENING W/ SMOKE DETECTORS. 4 W/WEATHERSTRIPPING DOORWEEP MANUFACTURER c q �'` L TO HEADER(2NDSFLOO ) I v 3I' �, 2w ]UP 1 4'R+/- p " 3-1-3/4X11-1 1111 T-61" I- - - - -_ - - - - - - - - __. - - - - - - - - ._ - - - - - - - - __ - - - 2_ - 71 / 3-0 2'-6" - _ — _ — FLUSHILTIS _IL ca 2B / 1'6" 2'-6"LANDIN /BML 3 0" DE - - - _. - - - - - - - - - - - - - - - __ - - - - - - - _ TW 52 NJ2852 FLUSH EAGER x c LINEN G3-2X6 F ^ BATH Na. 3 P0ST LAA NDRY ROOM SH \a T-9 34" 5-9 3/4" / - OFFICE N o BATH No 2 ¢ D 0 _ Z J11'-01 2° g- ]'-31/2" I O w29sz m 0 - _ TW2B52 TEMPERED TW2B52 _ V) Z O 852 LU I 1 1 1 2-TW2e52 2-TW2852 n - 01/2" T-IO" T-10" T-93/4" T-93/4" 21-10" 5'-113/41' 11-16 5'-113/4" g'_3" 4'-31/T 9_ 211131/2" 23'-51/2" 12'"61/2" I i Flreblockmg shall be provided to m[off all concealed draft openings a(both vertical and roof space.and to fol m an effective fire barrier between s[orles,and between a[op story and the roof space. - - _ Fireblocking shall be provided in wood frame canstTri in the following locations. 1).In concealed spaces of stud walls and partitions,including furred spaces,atthe ceiling and floor / _ levels.Concealed horizontal furred spaces shall also be 'Inebiocked at Intervals not exczedmg 10 feet Baor blankets of numeral or glass fibershall be allowed as Flreblockmg In walls consbvded tts S using parallel rows of studs or staggered studs, f�y74g0 670 \ l IST. F L00 R PLAN 2),At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Q �' C/�tf�INN '`"�\ DRAWN: MH/MS _ _ I L - - - drop ceilings and cove ceilings. y ' E Q SCALE: 3)under sealed spaces comply It with Section angers at t Resld bottom Code the run.Enclosed spaces r •) JOB#: SCALE: 1/4" = 1'-0" Rv I L, June 29,2005 N 4).At openings around vents,pipes and ducts at calling and Floor level,to resist the free passage of Oy 0' • � � SHEET NUMBER' flame and products of combustion. A PLAN NORTH \ / i (NOT ACTUAL) 5).For the Flreblockmg of chimneys and fireplaces,refer to Section R1001.16. N.Y.S.Residential Code. I DPS .: All REVISIONS: - — — — — — II I - - - - - - - - - - - - - - - - - r \ 1 II I I I Il I \ I I I I I 1 m - I I i I I I 72,_0, I w o 7 8'-3 1/4" A'-6 57A" —�— 2 1/8"1 2 1/2" 9'-0" -3 1/2" 6'-01/2" " U 12�. 5'. e'fi 3/4" 8'-63/4" 9' _ e � e 12' 21'-8 3/4" ]'-0" 9'-S 1/2" T-0" 12' 6112" 2, c 1 -3 1/4" -O' NOTE: GC TO INSTALL FENCING AND --- \ SELF-CLOSING GATES AS PER N.Y.S. AND SOUTHOLD TOWN REQUIREMENTS —–.ON TO ST FL EE _ _ – – – – – – – – __ – – _ - _ 5/4X4 DECKING -- - - DECK-- - --- -- -- \ CUSTOM TRANSOM_ (4)CUSTOM TRANSOMS ABOVE —CUSTOM TRANSOM W ABOVE ABOVE 24318 24310 fXWlfi -- — FWG 120611-0 —F)Wtfi_ 4-TW2652 V I 2-1-3/9X19 ML W/5/B"FI-ITCH PLATE O FWG 30-60611 - \ Z 4-2X6 DF]t2 a 2-1-3/09-1/2 ML HEADER Y — — o(T) � O POST RIDGES _SII POST 2-2X PO S K `()i mP.) q 4 W.I.C. W J = BATH No. 4 W - U) `L @ O o lsa 1/2' S'-R" /31-0" Z LIVING ROOM a ca d V u p W.I.E. m 30X54BESSLER VENTING an DINING AREA I 1 T-11 1/2" 3'-] 1/2" T-4^ cups BEDROOM No. 3 an w - R� I PULLDOWN I ry STAIR 1 0 SAUNA VA a. CATHEDRAL a — % CEILING Ili-o l/2' 6'-2" VERIFY ELEVATOR { Cy 4-2X6 OF►2 /1 6 TROUGH OPENING W/ Ib "a'� POST MANUFACTURER /lip 8.. 2-2X8 DF#2 Ee 2'-B" FWSH HEADER TN2852 TW2852 ry I NOTES. O O O - 1) EXTERIOR WALL HEADERS TO BE 2- 2X1°DF#2 o J BATH ND. 5 UNLESS OTHERWISE NOTED. r " �\ - 2) EXTERIOR WALLS TO BE 2X6 DF#2 @pl6"OG 1 r^ � 1 � TRG. CLO. / X41 '-9 3/4��i 5'-9 3/4" 3) WALL PLATE HEIGHT 9'-D" LAUNDRY RM. 4).POST FROM RIDGE TO CONTINUE DOWN TO PILING ucess 000a \/ / 5). REVIEW PIAN FOR TEMPERED WINDOWS. r L O KITCHEN 6). PROVIDE 1-Cap DETECTOR IN ADDIITfON TO B-0 ] 3 1/2 TW2852 M2852 PABOVE — TW 52 TO RIDGE SMOKE ' TO �Y U q %9=L' ADER j O z CW135 CW135 CW135 = 0 TV 2842 O 2 11'-B 3/4" 11'-B 3/4' B'-3' 4'-3 1/2" I O DO AB -3 112" 12'-6 1/2" Z O) 14'-8 1/2" 23 3 R'-p" W Section R602.8-FIRERLOCIONG RREQUIRED I Flreblocking shall be provided to cwt off all concealed draft openings(both vertical and horizontal) and to form an effective fire barrieor between stories,and between a top story and the roof space. S Frzeblocking shall he provlded In wcood-Frame construction In the following locations �- 2ND. FLOOR PLAN In concealed spaces of stud walls and partitions,o be Ing furred spaces, al the telling and floor0 E levels.Concealed horizontal wabld spaces shall also be Fling fumed at intervals not expeadingand feet.Batts or blankets of mineral I or glass fiber shall be allowed as fireblocking In walls constructed I using parallel rows of studs or staggered studs. N SCALE: 1/4" _ V-0" 2).At all Interconnections be[weem concealed vertical and horizontal spaces such as occur at soffl , drop ceilings and cove ceilings PLA % (NOTNAQI NORTH 3).In concealed spaces between zdalr stringers at the top and bottom of the run Enclosed spaces 7.1' q 5 a` under stairs shall comply with Soectlon R314.8,N.Y.S.Residential Code. q `h'41 �N C4 SC/ A 4).At openinggs around vents,popes and ducts at ceding and Floor level,to resist the free passage of rY- J` Name and products of combusbdon. C p` DRAWN: MH/M5 5). For the fireblockag of chimneyss and Fireplaces,refer m Section R1001.16 NYS, Residential Code %F A_' Y I SCALE: 1/4"=1'-0" IJune 29, 21705 SHEET NUMBER: A-6 REVISIONS: \`7� 'I'M�� x _ _ _ _ - - _ _ - _ _ _ - _ _ _ _ STEEL P To-:ST - RIDGE 12 II \ l3 I 12� I M<� I II HG(� I 12 w I , ^ :D II � I a 1-3/4X14 ML RIDGE 36X36 / O a VENTING CUPOLA 0 O LU 12 q((�y 1V0\a� Ln Q 1-3/4X14 ML RIDGE O ISI a- 1 1 p � I - — — u I a I CRICKET z _ I w I 1 12 o / 2x1n DF#2 RR 016"O[ I � I I x I 12 @ISIOC \ _ _ _ _ I POSE T0---- L _ _ _ _ _ _ _ _ _ _ _ _ _ RIDGE- . . . . . nROOF PLAN SCALE: 1/2" = 1'-0' Q o 0 � z w � O p m � Ln 40 Lu 0 N F d� j=D DRAWN: MH/MS • _ 'q f, SCALE: 1/4"=V-W ' �1 J2233q ��vk lune 29,2005 }+f fi.pµ14d. SHEET NUMBER: A-7 REVISIONS: VENTING DOUBLE HUNG UNITS TO HAVE CUPLOA m�ft DESIGN-PRESSURE UPGRADES FOR CODE COMPLIANCE RIDGE VENT 1-3/1 ML RIDGE - -- - - ROOF: ASPHALT ROOFING - 2x6 48'OC - 30#FELT UNDERLAYMEHIT 5/8"MR COX SHEATHING -- --- -- - --- INSULATION: ALTERNATIVE—FOR OPENING PROTECTION = — - EXTERI : RW N 21 EXTERIOR WALLS:R19 a TABLE OPENING ATTIC — — —_ — _ FLOOR: R38 WINDB ORNE DEBRIS PROTECTION FASTENING _ ry m run SCHEDULE FOR WOOD STRUCTURAL PANELSw U Nm0 H o z 4 FASTNER SPACING (INCHES) indad FASTNER PANEL SPAN 2 FEET<PANEL 4 FEET<PANEL 6 FEET< PANEL - _ O TYPE <2 FEET SPAN<4 FEET SPAN<6 FEET SPAN<B FEET 2X8 DF#@ PLYWOOD @ 6" OC — _ _ _ _ o 2-112"#fi IL 16 16 12 9 - - WOODSCREWS x � U -, c WOODISCREWS 18 16 ib 12 Em WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM EXTERIDR WALLS: 13 PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN #sone SHINGLE SIDING _. ❑ 4 ONE- AND TWO- STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED 15#FELT 1/2"SHEATHING - 1/2"SHEATHING OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. zxb DFsz sruos@16^oc (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) INSTALL 3/4"APA RATED TRIG SUBFLOORING W/ a PL PREMIUM ADHESIVE OR APPROVED EQUAL.PLYWOOD -TO BE FASTENED TO JOISTS W/#9x2-1/2"SCREWS OR ed RING SHANK OR SCREW SHANK NAILS @ 6"O.C.ON PANEL — - - — W EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. lYJ/B T]I360 WOOD-1 F] @16"OC Pee Z ` Z ® ® ❑ w CL W CL Cn O ad WIND— BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL RADNGAND E/4AS PER DOFIRHICKDEEKING O WNNER FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35) Ed — - —ELE.13 BUJ o 2xB All O]@12"OC 11-7/6 T]I360 WOOD-1 F]@16"OC y ) Z O SO E CL SHUTTER ASSEMBLY 2XB LEDGER CO NEO TO HOUSE W/2-1/2"Tl DI DIA. N.T.S. " GALV. BOLTS W/WASHERS ZO FOR PANEL SPANS: PILINGS/GIRDER: EE 0 < 4'0 WIDE SPAN USE SIMPSON HANGERS AND ANCHORS FOUNDATION SHEET Ly] 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD WITH ZMFOR CONTACT PROTECTIVE ADD COATING N (OVERLAP AROUND OPENINGS 4") Of U ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (Al WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16 O.C. SEM n1 /� /� ELE.3 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ISE 1 lON ASA #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. SCALE: 1/4" = V-0" sDa� -III=III=III- \,1 =1111=III=III=III= I SII — �I I—I III—III=III- Formula for numlof Full War Per Dranal Ill — OnYWtll rvumher°r HH Welk roum Dmlwgu Area- PVIP�I — 4F l,. IIII III [Water Runoff volume nor To We]%curiffunt a Ground under FlcWelll r _ All III c `✓<" `✓c c. _ —i'aor I ' MULTIPLE SECTION ASSEMBILY: % II (IIII a.Y ,meq„s. IIII [vmume nr Flnwe�l nsnrt377+Volume,nr eaI m.[enal7 _ ^l 1/4” THICK BOLTS 2' DC - 'r coercl°enem Run"rcu '' o III—II �'" III �r a —III—is�s s' �t�n III—I ��, N" I I I I I III=III I ,.�,)'c�l�� III IIII= lz 1 �^� _ � o II II - III-_ �o�' r�'i -III- vowm."rearwln mewrwl= O . I �—III III—r � —III— 311H%IDIameW or GirklllMrtefaR ONmeteratibu e1137N co FLS u' o" 1 Ino j vd' CepttinfF.e .(1[rcrodil ol ...Rrm Deraffirall — nn��e —J .Illlil llllllllllll llll�lll- o SHUTTER ASSEMBLY - ---'— — cn z N.T.s. L, la-" L.I. IL.' S -0 x FOR PANEL SPANS: II II - LU 4' OR WIDER SPAN II II 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") III=III-III=III=IIIE=_III=III-III=III=III=III=III=11 n Nw. L rv" r.'j a° III III=111G 11 '` xhM1�r, ill)=III=III .m o s =111=111-II 2x4 STRONG-BACKS @ 24" OCAl X111=III=III= =oil" �_ ' a�y�y,.=_IIl j1f=11 � ASSEMBLY: - 11=III=IIIr; , „sU.�III=III=III= 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR II 111111 IIIIIIIIIIII` �6t, o �I>IIIIIIIII STAINLESS STEEL WOOD SCREW @ 12” O.C. LI' III=11�II-f{' -i"- Pe'fid=III=II t Qo � — "Ps".,;o, 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ =III= -III=III=III=III=III-III=III=III=,III=III= ° ° e DRYWELLS TO BE 10' MIN. SLOPE"vas PER FOOT PITCH TO DRAIN #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL AWAY FROMHOUSE IREUM— WOOD SCREW @ 16" O.C. GSC C � n, N.T.6. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: DRAINAGE DRYWELL DETAIL #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) IN SC,(„ DRAWN: MH/MS MACHINE BOLT @ 12" O.C. N.T.S. b �Ls \ y` ^ a SCALE: 1/4"=1'-0" ]OB B: ri lune 21, 2005 �Y ,T SHEET NUMBER: A-QTqr 22330 � V REVISIONS: 1,-y 1%SOFTWOOD UPPEOUTSIDE OUTSIDE BENCH BENCH PLANKS WALL FINISH WALL FINISH 3 1/2"TO 1 1/2" 51/2" 2X BATT OR RIGID 2X SOFTWOOD CONSTRUCTION INSULATION BENCH 6'O.C. O CONSTRUCTION 2X2 BATT OR RIGID CONSTRUCTION 36X36 VENTING INSULATION 16"O.C. q CUPOLA OWER X 2 CORNER BENCH APOR BARRIER CLOSURE TRIM 1.41,TO - m 2X4 OR 2X2 1'-9" SOFTWOOD POSTS 1%4 TONGUE- """��� AND-GROOVE CEDAR OR �•���•� REDWOOD VERTICAL 1 X 4 TONGUE- RIDGE RIOGE — PANELING AND GROOVE VARIES VENT CEDAR OR REDWOOD 2X8 PLATE 1 X 2 CORNER HORIZONTAL CLOSURE TRIM PANELING - 1%2 FURRING VAPOR BARRIER 1X2 C MAX DUCKBOARD FLOORING. W14 4B ]% SOFTWOOD PLANKS STEEL RIDGE 2 X PRESSURE- ON IX OR 29 12 2X8 OF#2 16"OC 2 X PRESSURE- TREATED WOOD SOFT WOOD ORJp TREATED WOOD BOTTOM PLATE 17 BOTTOM PLATE PRESSURE TREATED \ o SLEEPERS �2,P WATERPROOF FLOOR UNDER DUCKBOARDS PROVIDE MIN.1"AIRSPACE Q CUSTOM F'REFAE3R�GATED BETWEEN ROOF SHEATHING I W AND INSULATION U NOTE: FLOORS MUST BE WATERPROOF;CEMENT TILE AND VINYL ARE APPROPOATE - 9 MATERIALS. PROVIDE A OWN IN FLOOR.TWO LEVELS ARE RECOMENDED IN O A SAUNA BECAUSE THE TOP LEVEL PROVIDES ACCESS TO HIGHER HEAT RANGES. 3-1-3/4X9-1/4 MLof WALL DETAILS o FLITCH PLATES � '�^• °' i BENCH AND FLOOR DETAILS x m 13 3/4"TO c 243/4" IGNEOUS ROCKS \ TRIPLE-LAYER _ SHELL ON WALL- AIR OUTLET OC - (OR FLOOR-)MOUNTED 3 "X6"MIN. � HEATER 195° TO 4��28" NP AIR — 32 1/2" � qINL� 65° HEATER GUARD34"SUBFLOOR RAIL 45° SouD8B° BLOCKING AIR W//(2)2X8 ACQ CANTIBL VOEREDIDECK JOISTS @1265. Uj OC TD FLOOR BENCH D12"TO R BENCH O13 3/4" AIR CONTROL BOX 3"X 6",MIN. R _ ]— CORNER POS` AIR CIRCULATION _ W a HEATER ( 3/4"SOBFLOOR w II-?M"T31360 WDDDI@16"DG SAUNA DETAILS Ce STAT TD IST FL. DECK RAIL JAW CALL AND SEND BUTTONS (GRADE) SECTION B-B SHAFFT SCALE: 1/4" = P-0" MONORAIL STEEL GUIDE RAIL SHEAVE GUIDE RAIL R 1IL SECOND / FLOOR ELEWATOR CZAR HOLELESS PLUNGER O Q CYLINDER L COLGIATEBLE °° TYPICAL RESIDENTIAL ELEVATOR : � z _ C � 0 O CABLES N c 0 _ FIRST N'T"�' m 0 FLOOR 0 oN /1, Dimensions: Dimensions may vary among manufacturers and according to the elevator system. Elevators carrying greater loads or operating at higher speeds require more clearance overhead and in pit areas. Elevator cars with higlfier Interior clearances also require more overhead W clearance in the hoistway. The dimensions given here are appropriate for most applications. For exact dimensions recquired In specific circumstances,consult manufacturers. DISCONNECT /2.✓ z. Elevator Cars: Typical car sizes,A x B, are 36 x 36 in.,42 x 42 in.,and 36 x 48 in.The rmaximum platform size allowed by the National SWIITCH Elevator Code for residential elevators,ANSI A17.1,is 12 sq R; however,this platform sizes does not meet the National Handicapped Access Code,ANSI A117.1,for use by an unassisted wheelchair-bound person. HOISTING 3. Load Capacity:The load capacity of drum-type machines is SOD Ib;speed is 30 ft/min.T-he load capacity of tracton and hydraulic machines is MACHINE / 750 lb;speed is 36 ft/min. HOISTING / A Power single-phase power supply s required to light th30 volt, e machine area of thepower phoistway.00nnectswitch must he provided within sight of the machine. MACHINE BASEMENT ✓ 5. Hoistway Enclosures: Enclosures are recommended for all haistways.The fire rating of I these enclosures and the access doors must be consistent •T a with the fire rating of the building. See local codes. gp� ♦geti :- Q 6. Guide Rails: Manufacturers usually provide guide rails in 5-R sections, although some rmanufacturers offer rails that can span the distance from Floor �-y 0 DRAWN: MH/MS (° EATDR PIT structure to floor structure. If a third guide rail is required,it Is supplied in 3 R 4 in. sections. ) N j z', -S SCALE: 1/4"=1'-0" ]ACK _ If an existing structure cannot support guide rails, manufacturers can provide a self-suppoordng elevator tower that transmits the load to its base.This Jun(a1llf N 6I #: SUPPORT ASSEMBLY tower requires Increased horizontal clearance in the hoistway. t w Jun #: 21,2DDE CAR BASE - QY SHEET NUMBER: Elevator cars can be provided with openings on two sides;when this option is employed,[grade rads must be located accordingly. Consult manufacturers. 0,'iP ROPED HYDRAULIC WINDING-DRUM .*Ft4 A-9 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS kEN1 RAFTERWALL STUD �WALL CRIPPLE STUD BOTTOM PLATE % WLFsaRIDGE BATHTUB •'• '""' '•LEDGER ����� HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION IST ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER( DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR FI HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2)JOISTS UNDER WALL. 2ND. AD55 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-114"x12"20ga. STRAP( APPLY TO EACH JACK STUD ROOF LSTA24 1-i14"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 L526 18ga. SLOPE HANGER APPLYTO EACH RAFTER/LEDGER THE FLOORS TO EACH OTHER WI THREADED ROD, ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLYTO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE p BLOCKING @24"OC Um B CL � z WALL STUD THROUGH-ROOF EXHAUST o : VENTS SELECTED AND \� LOCATED BY CONTRACTOR METALSTRAP0. _ CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED c RIM BOARD RAFTER RAFTERS WALL SHEATHING MAINTAIN SILL PLATE(S) VENTILATION WOOD JOIST • SIDEWALL FLASHING CKING FOUNDATION - - - - - TOP PLATE Px40LED ER BLOCKING - - - - - \ FINISH WALL AND MOISTURE 2z4 SOFFIT JOIST STAFFING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING ATTIC SHALL BE PROVIDED WITH A - AT WAILL-MAINTAIN GAP (FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - �-(GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA N WOOD GIRDER INSTALL 4'0"0.C. THE SPACE VENTILATED. ALL OPENINGS 1A 4" -e" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- I CONTINI. SCREENED VENT RESISTANT METAL MESH WITH MESH 1 CONTIN. SOFFIT/EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT FLASHIING TO FORM CHANNELLOCATION IUSP NUMBER DESCRIPTION APPLICATION OPENINGS OF Y. INCH IN DIMENSION. SOFFITED SAVE INSTALL 4'0"O.C. AND SO AS TO MAINTAIN AIR 8"- 14" LSTA30 1-1/4'k30" 18ga. STRAP AND JACK STUDS \/ GAP TO KEEP [ROOFING NAILS CAPILLARY 4"-6" RAFTER CONNECT TO RT10 10-314"x 18ga. TYDOWN ANCHOR ON ALL OPENINGS / EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND w INSTALL 4'0"O.C. CONNECTTO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"- 1fi" LSTA36 Ln 1-1/4"x36" 18ga. STRAP AND JACK STUDS i 8"- 12"RAFTER RT20 121-118"x 20ga.TVDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS OF FLASHING O 2ND. FLOOR WALL 4 / LAPS BASE FLASHING \ Q 6 RAFTER Ln LIJA D BASE FLASHING WRAPS CORNERS, RIDGE CAP S SAMELn p \/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT a O WOOD JOIST Q u TOP PLATE a GIRERIHEADER WOODJOIST SIDE WALL FLASHING WOOD OIST 1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. - INSTALL 4'0"O C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. &REDUCE BUMP OUTS ON ALL OPENINGS PLATENVALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL. SILL PLATE i 0 SLLBFLOOR TERMITE SHIELD F �� -- � SILL GASKET / WOOD JOISTS NEOPRENE TYP. CONC. FOUNDATION C CONC. SLAB ,. GASKET 2x6 BOLTED x8 CONTINUOUS WOOD PLATE \I- _ ED TO STEEL BEAM WITH DAMPPROOF EXTERIOR \� GRANULAR6 MIL. L ILL 1/2 " DIA. BOLTS B 48" o.c. STAG. EMIL POLY ON EXTERIOR STEEL COLUMN o � e \ C ROOFJACK // 1111\° STEEL BEAM 0 v 1 . CONC. SLAB �' ° 'p - �, ° ^ ( STEEL C A COMPACT FILL a - , TOP AND BOTTOM PLATE ROOFING LAPS _ p ° FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING o e \I P Qp n. n C CONC. FTG. ANCHOR BOLT CONNECTION Clp , a Qp , III o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP \ I/2" GROUT a (USP LBPS580R BP583) 3" STEEL COLUMN p° REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT ( 10 KIPS ) DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ,- - O Z SILL PLATE TO FOUNDATION ROOFING AT BOTTOM __- Q CRAWL SPACE OR FOUNDATION 1 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL = . o TYPICAL CONC. FOUNDATION APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24N24N12"C(ONC. FTG. CRAWL SPACE OR FOUNDATION) 2 STORIES 3fi"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS 4 VENTS DETAIL (n Z $ SLAB-ON-GRADE 11/ V_ SUBFLOOR w CONC. SLAB GARAGE__ II I DOORFRAME — JOIST fiXfi 10110 WWM I DOOR COMPACT FILL USE 2X8 STEEL BEAM FOR BLOCKOUT SLOPE P T. PLATE W/ 6X6 WMM m 4'DRIVEWAY---� NOTCH JOIST AND ADJUST HEIGHT 1/2"AIR SE < I L <� ° ° (WITH A NAILING PLATE IF NEEDED) ` _- - _ BOAS OF WO _ - _° o° C< a1'C e ° (PROVIDESTEFEL BEAM RAPPING TOW FOR SHRINKAGE ALIGNED) nTO BE APROX. 112" OR HIGHER THAN EP JOISTS ,^ AND OD GRADE -- a - 4 q .'p 6X6 W.W.M. ° =111 =_III_ 12" - n : 1 o p n ° ill-1117 SUBFLOOR o NOTCH BEAM FOR MUDSILL IF REQUIREDMAXIMUMii1 MIN ��F' ° REINFORCING BAR " NOTCH EQUALS 1/4 DEPTH OF BEAM _u ° �° ° p , ^ —I DIST 4' i IN SCFE . Cs REINFORCING BAR a )— G o III— �� m e 4° ° O° ° -P iz •L -F 04' DRAWN: MH MS DRAIN TILE Im 'e SHEET METAL/30#FELT UNDER BEAM AT POINT IuI �1 STEEL BEAM ` 1P 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK _ -IrI-iT-ITI—ITLi -IT QQQa N SCALE: a ° a 3., TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND CIOLUMNS. SHIMS TO LEVEL BEAM 1 PLATE (BOLTE A ]DBS: ]une 21,2005 REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3' MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR $LOCKOUT \\„�q , , ;oP# SHEET NUMBER: BEAM POCKET 4 ���� - REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING: OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACIT7, 4"MAX. -1�-�- 4" MAX. 4"DIA. MAXIMUM jk4" MUM POST Z GIRDERIHEADER POST/COLUMN 12"x12"x12" CONCRETE FOOTING DECK POST FTG. CONNECTION DECK/PORCH RAILING LOCATIOIN UBPNUMBER DESCRIPTION APPLICATION o POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU440RWE44POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILINGS 6X6 POST PAUSE OR WE66 POST/BEAM ANCHOR I APPLY TO EACH FOOTING USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS U ui 1-1/2" SPACE N m MINIMUM m z u ' D HANDRAILS aC v - GIRDE e POST 0 B GIRDER/HEADER BALUSTERS RIM/DECKJOIS c CONCRETE PIE 0 POST/COLUMN OPEN SALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATIOIN USP NUMBER DESCRIPTION I APPLICATION SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2"IN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS (2)BEAMIS PAU44 OR WE44 POST I BEAM ANCHOR'IAPPLY TO EACH PIER CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL w PROVIDE AN EQUIVALENT GRIPPING SURFACE GSIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMSPAU66 OR WE66 POST I BEAM ANCHOR APPLY TO EACH PIER Ln FLASHING TUCKED UNDER 0 O TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDERIHEADER PIECE OF SIDING BELOW UNDISTURBED SOIL p 2- 112" DIA. LAG BOLTS WI WASHERS LAY PLASTIC BASE DIRECTLY ON LU CONNECTED TO BLDG @32"OC UNDISTURBED SOIL(ORGANICS REMOVED) (n LEVEL BASE STAIR TREAD FIT CONSTRUCTION TUBE AND PLUMB 0 ZO POST/COLUMN ° ° BRACE TUBE O U /' �-1\� FILL AS PER MANUFACTURES' INSTRUCTIONS RIM BOARD FLOOR TRAMING 0- STSaSTRINGsERBLOCKING FOT HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTLOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST I BD 4x4 SOLID COLUMN PBS44/PBSE44/KU44 POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED / POOR SOIL STRINGER TO DECIG/PORCH CONNECTION 6x6 SOLID COLUMN PBS65/PBSE66/KU66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6" LAYER OF CRUSHED STONE OR RAVEL HOLLOW(COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB a�/1CE TUBE 11\� FIILLL AS PER MANUFACTURES' INSTRUCTIONS =1I =111= = = 1= I1=111= I1= — — — - .. -,,III-III=,,III REVISIONS: U � Table 1. Minimum Insulation Thickness for C•ircalatin;Hot Water Pipes. REScheck Inspection Checklist Iranlation Thickness in Inches by Pipe Sizes New Heated Water Nun-Circulative Runou[s Cireulatine Mains and Ruunuts York State Energy Conservation Construction Code RESeheck Solivare: Version 3,6 Release la c Patnit Number Tennierarure ( F) Un to V Un to 1.25" 1,5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 ¢ DATE: U>/11 OS 140-166 0.5 0.5 1 .0 1,5 � 100-170 0.5 0.5 0.5 1.0 PROJECT TITLE: HOUSE REScheek Compliance Certificate checked By/Date New York State Energy Conservation Construction Code Bldg. RES erheck Soitwarc Vorsi on 3,6 Rcicasc la Table ?: 19irainnirol In,sulauon TlLirknrss for HVAC Pipes. Dept Fluid 'I emp. Insulation Thickness in Inchez by Pipe Sizes Dataffilename: C:`Praerdm P'iles`Check\R liScheck`hllSU�, ok Us Pinus System 'l ones Rmn e I F) 2" Runouts V and Less 1.25" to 2" 2 5" to 4" Healing Systems PROJILCT TITLE: HOUSE Low Pressure/Tempetatare 201-250 1.0 1.5 1.5 2,0 Cerhn s. [ ] I, Curling; 1 : Flat Ceiling or Scissor Truss, R-21.0 cavity insulation COUNTY: Suffolk Low Temperature 120-200 0.5 1.0 1.0 1.5 Comments: STATE: New York Stearn Condensate {br ked u'ateL'7 Any LO 1.0 1.5 2.0 HDD: 5750 LU 0 Cooling Systems Abovo-L'radc Walls: CClNSTRUCTION TYPE: Dotaohcd 1 or 2 Pumil t/) g a biped Wal a', Rcingcrant, 40-55 LS 0.5 0.75 1.D y [ ] 1, Wall L Wood Frame; 16" o.c., R-19.0 cavity insulation TTEATING TYPE: Nun-Elcelrle. and Brine Balow 40 l.0 1.0 5 IS = LL � 0 C'ommeuts: WTNL)U\Tt' ! WALL RATIO: 0. 19 � [ ] 2, Wall 2: Wood Fru m, 16" o.c., R-19.0 cavity insulation = u Comments: DATE: 05/1105 t'J [ ] 3. Wall 3: Wood Fmrn¢, 16" o.c., R-19.0 cmdty insulation DA I Ili OF PLANS: W;200 W ¢z¢ Comments: 7 NOTES IO FIELD (Building llepartment Use Only) PROJIEC7 DESCRIPTION: F Windows: EDSC)N HOUSE o r [ ] 1, Window 1: Wood Framc:Doublc Panc with Lou-E. U-factor: 0,350 MAIN BAYVIEW ROAD w FQr windows without labeled U-Factors, describe features: SOIJ'II'HOLD, NY a w 0 Panni_ Hame •Type TbEnmal Break? [ ] Yes [ ] No Comments: DES FINER/CONTRACT OR: [ ] 2. Window 2: Wood Fintua:Doublc Pate with Low-E; U-15ctor: 0.336 K. Schwartz, AIA rchi For windows without labeled U-factors, describe fealures: Arehiltua, PLLC 11 Panes_ Flame Type Thermal Break? [ J Yes [ ] No P.O. lBox 433 Commeuu: [ j Cutuhloguc Nv, 11935 3. Window 3: Wood Framu:Doublc Pane with Low-E. U-ILtor: 0.350 Forwiudows without IabcicdU-IiIL'Lors, duwerihc katums: COM'PLIANCF.: Passes A Panus_ Flame Typo T hei nal Break? [ ] Yes [ ] No Maxirututn UA- 539 Comments: [ j Your Hunte UA - 552 4, Window 4: Wood Fminc:Double Pane with Low-F., U-factor: 0.356 6.3'% Better Than Code (UA) Nor windows without labeled U-factors, describe features: Gross Glazing 4 Panes_ Frame Type 1'hennal Bleak? [ ] Yes [ ] No Area or Cat ity Corn. or Door Conunev[s: Perimcler R-Value R-VaItIC U-Fautor UA � I Donn: Ccilirng I : Flat Coning or Scissor Trum 1650 21.0 0.0 78 [ J '1. Door 1: Glass, U45ctor: 0.330 Wall L WoodFiamc, Ifr" o.c. 1632 19.0 0.0 78 Comments: W indiow I: Wood Frame:Double Panc with Low-P, 150 0.350 53 [ ] 2. Door 2: Glass, U-Wctur: 0.IM Door I: Glass 195 0.330 61 Camments: Wall 2: Wood Flame, I6" o,c. 1836 19.0 0.0 90 [ ] 3. Door 3: Chess, U-4tctor: 0.330 Windrow 2: Wood Frame:Double Pate with Low-E 68 0.3130 22 Comments: Windlow 3: Wood Ftame:Double Pane with Low-E. 105 0.350 37 N Door 2: Glass 165 0.330 54o r Flours: Wall 3: Wood Fratne, 16" o.c. 400 19.0 OA 21 0 [ ] I. Floor I: All-Wood Joist/T u,s:Over Outside Air, R-38.0 cavity insulation Window 4: Wood Frnme:Double Pane with Low-E 22 0.350 S = GJ o Comments: 21 0.:30 7 os Door 3: OIasis ¢ F Floorr L All-Wood JoisL/Truss:Over Outside Air 1650 38.6 0,0 43 m D Alr Leakage: Z o 0 f Joints, eitetrnrions, and all other such openings in the buildin envelope that are sounes of air tJJ [ j � 1Jg P ('f IMfPT.T4N('P CT ATPVfPNT• Thr nrnnnaoA hnilrlinu r:•nn•arntivl in thio dnnnmrnt is rvwx•i uTrnt with thr huildi mer mhos rnrrifin:n inn y pg0 Aqr.: ,IN SCti..ti )•� DRAWN: MH/MS SCALE: I/4"=11�0" 10B#: I N it June 21,2005 1hF ` if SHEET NUMBER: h9 � A- 12 A �0M obi REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERALNOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-114" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING: When a collar tie is used in leu of a ridge strap, the number of 1 od common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL IST. FLOOR: DECKS: 1160 S.F.,BUILDING HEIGHT 39'-10"�F LVG. SP-: 1650 S.F. TOP PLATE 10' WALL: 4-8d COMMON RAFTER 1m08L ., 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8' WALL: 3-Sd COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION 2ND. FLOOR: DECKS: 305 S.F., N.�B& arF., LVGs SP.: 1650 S.F. k,�4,N mmintent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL LOFT: DECK: 314 S.F, tVG SP.: 310 S.F. I/i/for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA ��0�p construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL 995 BBC: HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL �,"„�. sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.30. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES •�� OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES (00 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 0 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) o (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 TO RAFTER END NAIL ' First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 m 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: -STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAILGAURDRAILS ZANY DIRECTION) 200 m m construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES = m w QTY. SPACING , precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE: CATAGORY G TOP PLATE TO PER FACE NAIL v 6 specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2- 16d COMMON LOAID PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION p p TOP PLATE FOOT SEE NOTE: 1 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. yP STUD O.C. NAIL Sym.: attached with Sd common nails at 6" D.C. at the panel edges and 12" D.C. in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" D.C. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL (SMOKE 4 CO2 DETECTORS) in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE I 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 . 16d COMMON F OT SEE NOTE: 1,2 FACE NAIL FOO 1). The General Contractor and Masan to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 2). All footings to rest on undisturbed (virgin) soil. interior shearvalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES GROUND WIND SEISMIC FROST WINTER ICESHIELD 2.4.4.2 and 2.2.4 respectively. QTY. SPACING FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS W 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED concrete or mason walls accurin in exterior or unheated interior areas. 4 - Bd COMMON masonry 9 8). CONNECTIONS AROUND EXTERIOR WALL (OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL O MODERATE SLIGHT TO Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 4). An new concrete walls being attached to existing concrete structure shall 2 - Bd COMMON Any 9 9 with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL = o be installed with #4 re-bar, 18" long at 12" D.C.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 2 - 8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Z 9 . CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAILUJ 2E poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) BLOCKING TO: EACH TOE J to be minimum 3-112 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES p y SILL OR TOP PLATE BLOCK NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 0 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 d 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq, ft. of area. INTERIOR ZONE Sol COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) Q DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE NOTE: 2 FOR PANEL FIELD 3 - BdCOMMON 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 0- N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST 3 - 16d COMMON PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL NOTES BAND JOIST T0: PER TOE NAIL 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. F RAM I N G NOTES into concrete with a minimum 112" dia x 7" long anchor bolt with washers and nuts. ROOF S H EATH I NG: 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3 . Pos[s supporting ortin irders shall be anchored to a 12"x12"x12"thick concrete footin JOINT DESCRIPTION NAIL NAIL the 4 foot perime0:er edge zone attachments required shall be used. pp g g g QTY. SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. AS PER TABLE 3.8 2). Tabulated 12 iinch D.C. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d WFCM - SBC For framing memlbers with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches D.C. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. Douglas Fir. 4). Deck joists to have blocking at 8'0 D.C.. CEILING SHEATHING: 3). Tabulated 4 inlch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL framing members)with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches D.C. otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING where needed. GYPSUM 7" O.C. EDGE WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Unless otherwise noted , all hearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. Sd COOLERS Bearing wall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10" D.C . FIELD ( )1 ( ) 9 6). Concrete piers shall be a minimum 6" above gr:ode. NAIL SPACING NAIL SPACING AT INTERMEDIATE openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING: SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL SEE NOTES: 1, 3 ( BOTH FIELDS) openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION 4' EDGE Z01NE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. QTY. SPACING NOTE: 2 FOR PANEL FIELD and blocking where applicable. S). Covered Roofs shall be assembled and anchored the same manner as a typical building' 8d COMMON STRUCTURAL AS PER TABLE 3.9 INTERIOR ZONE Sd COMMON @ 6" O.C. Bd COMMON @ 12" O.C. SEE NOTE: 3 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE NOTES 6). Double up floor joists under walls that run parallel to the floorjoist and under bathtubs. 1). All water supply, drainage and venting to be insttalled as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD Floors to have ceramic file installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N � o on plans. WALLBOARD Sd COOLERS 10" O.C .. FIELD 0 o r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 1). For wall shE;athing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall z _ o 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists FLOOR SHEATHING: be used. NAIL NAIL p 3). If wall studs, plates orjoists are out out during installation for any plumbing related work, under all bearing walls. JOINT DESCRIPTION 2). Tabulated 1i2 inch o.c. nail spacing assumes sheathing attached to stud framing members with � � _ provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE G>0.49. For fra3ming members with 0.42<G<, the nail spacings shall be reduced to fi inches D.C. Q m Bd COMMON N z needed. HVAC SYSTEM NOTES V OR LESS 12" O.C. FIELD 3 . For exterior panel siding, p p g, galvinized box nails shall be permitted to be substituted for common nails. W 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicabl7codes safety NOTES: CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IFNOTE10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requiree MENTIONED IN SCHEDULE NOTES ONLY.adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. over subfloor as per manufacture'sinstactions. naNailingrequirementsarebasedon e. wallsheathingCONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 3). HVAC subcontractor to provide final system layout drawing and submneral nailed 6" on at the panel edge. If wall sheathing 11). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and Contractor and owner for final review and approvall. is nailed 3" on-center at the panel edge to obtain higher EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building shear capacities, nailing requirements for structural to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 1). PROVIDE 5/8" TYPE--X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 12). All roof with a pitch less than ashall installed with an Ice &Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. approved equal. Flat roofs shall bea applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected 2). USE ALLSIMPSON DELT ERS AND ANCHORS WITH Z-MAX ALARMS E PROTECTIVE COATING FOR CONTACT WITH ACQ. torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3). INSTALL 1 - Co2 DEITECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. + to be reduced tot - 16d nail per foot. �5 RAS � �`IN SChf P� DRAWN: MH/MS 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 a V T� SCALE: i/q°=r-0^ be installed with a foam sill gasket and cop termite shield or approved equal. of N.Y.S. Residential Construction Code. d , JOB 4: C t* lune 21,2005 4 SHEET NUMBER: Y } a��T a�3� A- 13 98'-42" 1 '-414" 12'-04" 11 '-04" 11 '-9" 11 '-02 9r_3„ gr_g�rp V-91 " 52 5 5 5 3'-511 3'-5z„ I 'i 4 i 4 5 1 / I 14'-12.. 16'-111 1 ! 43 45 4 h 111 illIII 7 I I I 9 4Q 4 I 42 I I I 44 6'-0 4 it 1 I I I' I I i I 1 I I 29 30 II 3111 11 IH11 ii 11 11 11 35 oul 1 11 11 J37 1, VL 5-1/4 11-7/e w 11p 2r_04r, L 2'-04 -7 LVL 3-1/2 x 11-7/8 LVL 3-1/2 x II-7/9 M af LVL 3-1/2 x111-7/le3 LVL -7 _ 56'-2 'r 4 56'_3x' II LVL J-1 z x 1111-7/ESB 11 , 2.r LPI 36 1--7/8@lu — 15,-4Tn , ILPI 36 11-7/501 2' 1 Y 1_ 1 FE NI JG I1-7/6116" _ 2"alt" CCA to OC �� _ LP 36 11-,/6@16" 10'-443,- LK 0'-44" LVL 6-1%4 n 11-T/B 4 _9rr — — 9 9,_114.. 5r_73rr 4r_33r, , 44 34 N — _ — LVL 5-1/4 x 11-7/e j 7'—4j" _ 7'-04,r 4 : , 5 lri LVL 3-1/2 x 11-7/e LVL 5-1/4 x 11-7/e 3 —2Z 1 2 3 LVL 3-1/2 11-7/e 27'-72r, 14'-8 " 7,-94r, 10,_102,r 10'_111" 11 '-04�r 12'-72„ 2'-941, 98'-44rx PILE FOUNDATION SCALE: 1 /4"= 1 ' ItI. .hal,ttpp .rm v..e.. �. x..ay E` ;fir r . nlw. „. b..aw .M.rQ. alndlmY . � i . . DAVID CORWIN P . E. Pkmw! pnNnlonal mpinm, b plbr im Ibm I. ' 1 -7-0-GREEN PORT, Y rry wy. tt pn 14m hwtlrq N. wol .I m mpinxn C' Ix albntl, N. tlbM. m.lnwr.„xll oMly b N. �$.J4 A� i��A Ibm M1h nd an4 1M rebYon 'alima h'IdIOM by nl. .bn.wn 4 . .w.m. a...npu.n 0 u,: :tonu., cr,yxc rf L' �f(/L-Wh APRIL 30, 2005 APPROXIMATE ELEVATION 3.0 COORDINATE WITH ELEVATOR INSTALLER PILES SHALL BE 8—INCH TIP MINIMUM 10—INCH BUTT I 19 0 ` SOUTHERN PINE WITH A MINIMUM TREATMENT OF 1 .0 Na. 3 BARS 12^ O.C. EACH war }r HOLD 3" SIDE WALL OVERHANG ° PCF CCA PRESERVATIVE 2 No. 3 BARS ALL AROUND �" PAST PILE GIRDERS SHALL BE 3" x 12" NO. 2 SOUTHERN PINE OR BETTER WITH MINIMUM 1 .0 PCF CCA TREATMENT CROSS BRACING SHALL BE 3" x 8" No. 2 SOUTHERN PINE OR BETTER WITH MINIMUM 1 .0 PCF CCA TREATMENT 5/8" DIA. BOLTS WITH MUSHROOM HEAD 2 PER PILE, 4 PER PILE AT GIRDER JOINTS ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED PILES SHALL BE DRIVEN TO A MINIMUM BEARING VALUE OF 10 TONS BY THE ENGINEERING NEWS RECORD FORMULA °` PILES MAY BE JETTED OR AUGURED FOR NO MORE THAN 50% OF THE PENETRATION SHIM ALL PILE NOTCHES WITH RED CEDAR SHINGLES IF OVERCUT TIMBER BORE HOLES TO BE 1/32" OVERSIZE ELEVATOR PAD SECTION CONCRETE SHALL BE 3,500 PSI WITH MAXIMUMSECTION PARALLEL TO JOISTS AGGREGATE SIZE 3/4" scALE 3�/e"=1" SCALE: 3/8"=7' POOL PLATFORM REBAR SHALL BE EPDXY COATED GIRDER ATTACHMENT DETAIL SIMPSON MTS16 OR EQUAL WITH ADDITIONAL CORROSION PROTECTION ONE EACH GIRDER 0 I 0 0 p HOLD 3" GIRDER OVERHANG 0 O PAST PILE (5 1�2" PILE 4 TO 5 AND PILE 12 TO 13) 16' 3/4" PVC WEEP HOLE 4 EACH SIDE �o p 1' OI 2 ° DIMENSION FOR ESTIMATING ONLY p 7' COORDINATE WITH POOL INSTALLER FOR FINAL DIMENSION CROSS BRACING SCHEDULE m28 -. ACING WAYS WAYS O H WAYS p H WAYS -WAY (INSIDE) -WAY (INSIDE) 20 22 ONE-WAY (INSIDE) 12 20 ONE-WAY INSIDE 17 24 BOTH WAYS 15 25 BOTH WAYS 19 26 BOTH WAYS 22 23 BOTH WAYS 24 25 BOTH WAYS 25 26 BOTH WAYS 26 27 BOTH WAYS 27 26 BOTH WAYS 29 30 BOTH WAYS 31 32 BOTH WAYS SECTION PERPENDICULAR TO JOISTS 33 34 BOTH WAYS 35 36 BOTH WAYS SCALE: 3/8"=1' 29 43 BOTH WAYS 33 47 BOTH WAYS 37 42 BOTH WAYS 39 40 BOTH WAYS POOL PLATFORM SECTION 41 42 BOTH WAYS 44 45 BOTH WAYS SCALE 3/8"=1' 46 47 BOTH WAYS 44 45 BOTH WAYS 47 51 BOTH WAYS 45 49 BOTH WAYS 50 51 BOTH WAYS 1,.. oY+;Stii7uu:/TT(q�p4 v �• ��A 4.�•' c,. C 4 J 3•. PILE FOUNDATION DETAILS a-;°�dow.maM:.°Itod=nim1a �r`' �� �'x`y GREIENPORWIN P . E. A au y a.,t1. ebcuan aH �,y\�\ / i, wn, n an Iam Gaana u. mal o1 an fnalrn.. 'ti V.li4 yn , 7 .olana� m. aatlny .nam.., .Mn .m. to N. Iam xL .nI ana m. nolNmn nvW bf�ollow.a Sy N..pnatun and N.aaa of.uca ..(A1 Uma a a .p.elno a..oapllon 0 m. alamllan. H- ',."r�,' .'' APRIL 30, 2005 REVISIONS: VENTING CUPOLA LLL J _ R L I � I �1 � MPH ��: ELLL -- L I%it EII PaoPosEO - -�I PROVIDE CUTTING AND LEAOE TO -17L UNOEFUMOUNO LLI I I� I I I I —_ -- oNYwELLs(rn.1 _---_—_— —_ --_` - 11 �LfI I - - l it —T: _ _ -1 _- - - - TIE: -J -I' Z I ❑ I J 14 ❑ 111111 F - 71 1 Zl_ q 1 J 1 J - l :III f. - 1T ❑ ❑ ° ❑ -s)axx cs° _ ❑ Q II - - ❑C G. sew°n I ❑ 1"; II I ' ❑ -ll � f- � ii 11 �ff' � ' I ' _ _ JI_ r _,7' L 1 - - -I J LI II_ - I_ ; ILJ- � ➢ —'_ _ _ _ _ _ _ _ _—_—_ _Iu L3 -,L-i I _ III W NORTH ELEVATION Lt) o SCALE: 3/16" = 1'-0" D O w W o _ � z O o _ ^ 0 — -- -- - O 0 PROVIDE GUTTING _ ME I£aOIRS TO UNDERGROUND ORMELLG(TYE) 1- I LL - __ 3b"WIDE 11 TITT NIVIIA I I —` Ll— i' I I IIL Hill L _— PRUaasEO _ _ _ _ _ _.r I_-: -rT _—- - q — T-LF" LC - - I L. J_i ❑� T1 I L.I L7 I I I 7 S_1 LI F v __wl I n FT, O OSEO ADDITION Pa P PaavmEGURERS I pNO LEADEas To f 'I � � Z _ - O T R ❑ ❑ ❑ L T - _� CT �,- - i I n I _ _ - _ C a o J �O/� -0 Z O V1 y Tn _ -. 1 - --_ THAN,°P°FFTNIG��EGt - - - EAST ELEVATION SCALE: 3/16" = ED I.E. IE �Erg¢7.0 /.a>\y,• ��y Ulu ] J l ] a a i�1Aft 1 0 )Ob 0 WN: MH/ MS SCALE: 3/16"=1'-0" IDB#: AMENDMENT March 10,2006 SHEET NUMBER: SOUTH ELEVATION A- 1 SCALE: 3/16" = 1'-0" (100' SET BACK) \ �1!01INN W m y ti2 U - - 1022 — - POOL -- - NOTE: \ - GC TO INSTALL FENCING AND z \ SELF-CLOSING GATES AS PER ° \ W _ N.Y.S, ANDSOUTHOLDTOWN 3-2XICACQHEADEa_—_ O z P __ -- REQUIREMENTS — -- \ i UP AR 0 ]-116"+/- 2-M2652 11 ' M660611-386115 I - FWG60611 -- 24310 -- FWG60fi11 --- FWG120611-0 W OZ 3-1-3/4X11-7/8 SELF CLOSING/ 3-3-3/4X9-1/2 SELF CLOSING/ 3-1-3/4x14 ML HEADER ML HEADER SELF-LATCHING ® ML HEADER SELFLATCHING z SELF CLOSING/SELF-LATCHING TO HEADER(2NDSFLOOR) \ O d c — — — — — — — — — — — — — o S Ly 0 1 I w � ° LL mc o , , o I - o o BEDROOM No. 2 SITTING ROOM g O 4 D'cEI crvG ^° S LIVING ROOM N \ a BATH No. 1 a 9 1 2'-4„ 2'-IE" 2'-0" VERIFY ELEVATOR BEDROOM No 1 SOLID-CORE DOOR ROUGH OPENING W/ 1 1 W/WEATHERSTRIPPING MANUFACTURER 4-2X4 OF#2 POST 1 AIR :o (� &DOOR SWEEP q TO HEADER(2ND.FLOOR) HAN©o" UP 1 5R @ 26 - — — — — — — — — -_ — — TW2852 TW2R52 TW2852 W2652 LINEN FLUSEAGER — — — — - — — — — 1'6 3-0" 3-0" 3 1314%1178M L 2.8' _ FLUSH HEADER 2-6"LANDING 3-2x6 ^ BATH No. 3 2-4- POST / O LAI NDRY ROOM i 10'-p.. \ SH 1 OFFICE 1 ! PROPOSED 1 BATH No 2 // o ADDIITION O / \ o z O0 M2452 2 O TE PERED C m ' TW2852 X852 TW2852 m O Z n i 1 I I I I 1 I I z-rwzesz z-rwzesz Lu 1ST. FLOOR PLAN DRAWN: MH/MS SCALE: 1/ i " _ 1'-0" SCALE: 1/4��1/4"=V-0"I ' JOB N Mara: \ L T E March ID,2006 PLAN NORTH �t SHEET NUMBER: — - / (NOT ACTUAL) I (100' SET BACK) \ 14X22 POOL c — - - - - - - - - - - - - - - - - - NOTE: \ GC TO INSTALL FENCING AND \ SELF-CLOSING GATES AS PER \ W -- — N.Y.S. AND SOUTHOLD TOWN - 3-2X10ACQHEADER ` = z REQUIREMENTS __ _ _ \ O all FWG60611-306115 -- FW�G60611 24310 FWG60611 -- FWG120611-0 2- 26 2 W Z 0 " 3-1-3/4X14 ML HEADER W -1-3/4X11.7/8 SELF CLOSING/ 3-1-3/4X9d/2 SELF CLOSING/ SELF CLOSING/SELF-LATCHING -.�N 4-2X1 OF#2 POSE LOO ML HEADER SELF-LATCHING ® ML HEADER SELF-LATCHING a r - - - - - - - - - - - - u TO HEADER(2ND.FLOOR) 0- I 7­3 4 \o 0 1 o BEDROOM No. 2 _ g o SITTING ROOM O N W CEILING o 1 5 LIVING ROOM £ 1 r, a BATH No. 1 2'4, 3 2'-0.. 2'.6" _ VERIFY ELEVATOR BEDROOM No. 1 SOLID-CORE DOOR ROUGH OPENING W/ m ! q 1 /WEATHERSTRIPPING MANUFACTURER 4-2X4 DF#Z POST 1 AIR N &DOOR SWEEP m TO HEAR N ODE ( D.FLOOR) / - \ - - q HAND e 4'-5" UP ISR@ 2.8 FLUSH HEADER 7-1/4"+ � 3 10117 B ML T - _ _ 2-11 ]8ML DN TW2852 TW2852 TW2852 TW2852 FLUSH EADER ® / LINEN s o )L 2'-2" 3-2X6 £ "' BATH No. 3 I I6•-0.. P0ST LAI NDRY ROOM \ SH O PROPOSED BATH No. 2 OFFICE \ o ADDITION2 TO TW2452 = O ' TW2652 TE�852ED TW2852 O = O 0 z E m 2-TW2952 2-TW2952 W I I I I 19 - �5 5 Z - ---- IST. FLOOR PLAN DRAWN: MH/M5 ' SCALE: 1/4" = 1'-0" '' ` Jori: 1/4 1-0.. „�. October 1e,2006 PIAN NORTH '°°�. '` . i (NOT ACTUAL) 1.>. SHEET NUMBER: - - ' A-2 REVISIONS: - — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — ON,701111 0410,0 T .yea - - - - - - - - - - , I I I I I II I I I I I I \ m m e 77-0.. I I I I I B'-3 1/4" 4'-6 57b- i - - 12'-2 1/8" 5'-2 1/2" 9'-0" 8'-6 3/4" 8`63/4" 9'-31/2" 6'41/2" _ x U V m I 12'-D" 1 21'-8 3/4" ]'-0' w-5 1/2" ]'-0" 12'-61/2" c ¢ U _ - - c NOTE: GC TO INSTALL FENCING AND SELF-CLOSING GATES AS PER ---_- - — - N.Y.S. AND SOUTHOLD TOWN REQUIREMENTS -- - - _ _ _ _ _ _ _ _ - --- -5/4X4 DECKING _ -- --- `� 4 --DECK - - -- - - --- _ '- - — —CUSTOM TRANSOM (4)CUSTOM TRANSOMS ABOVE CUSTOM TRANSOM_— "- - ABOVE - '— ABOVE --- 24310 24310 — (xWl6 FML W/511-4_— 4-TW2652 FWG 3660611 _ 2-1-3/4X14 ML W/5/8"FLRCH PLATE - --_ ,w, ^^ L 2-1-3/09-1/2 ML HEADER �'� 4-2X6 OF#2 Y X111 /J{IY N POST ABOVE /�•JI )(�)� TO RIDGE of POST 2-2X PO S \ Q (TYP.J O Z = J is. 4 W.I.C. II BATH No. 4 - - - - - @ W O 15'-7 1/2" 5'-0" Z LIVING ROOM a o O oILI 0 W.LC ° ' 0 I I � - - 5i o - 6%3fi d -- - - '� VENTING PINING AREA BEDROOM No3 38X54 Bi 3'_11 1/2" Y-]1/2' T-,V CUPOLA - 2 R 4 1 PULLDOWN nl STAIR0 SAUNA J S a 2'-4.. CATHEDRAL m CEILING a 1V1 1/2" 8'J" VERIFY ELEVATOR n 4-2X16 OF#2 � 6- " - ® ROUGH OPENING W/ POST 2 7/8" ry MANUFACTURER r-B" 2-2X8 DF#2 3'-p" _ Z'-B" FLUSH HEADER HEADER ir ry EQ / M2852 TW2852' NOTES: O O 1). EXTERIOR WALL HEADERS TO BE 2-2X10 DFd2 BATH No. 5 UNLESS OTHERWISE NOTED. I R E! TRG. CLO. 2). EXTERIOR WALLS TO BE 2X6 DF#2 to 16"OC - 4'-]1/2" 3/4" 5-9 3/9" 3) WALL PLATE HEIGHT: V-0" n LAUNDRY RM. 9J.POST FROM RIDGE TO CONTINUE DOWN \ / TO PILING. Accsss oaoa 5).REVIEW PLAN FOR TEMPERED WINDOWS [Lp -v4 / \ I 6) PROVIDE 1-Co2 DETECTOR IN ADDITION TO 8'-0" ]'-3 1/2" KITCHEN SMOKE DETECTORS. LZI POST ABOVE TW2452 TO RIDGE M2852 3,-6, TN2852 ----- 4 A ° ° v I Q - DER `CW135 CW135 CW135 Q TW 2842 Q 0 Z 2'-1 P' 9'-01/2" 2'-10" 21 D"- 21 31/2" 2'-11" 11'-8314" 23 e51/2" 11'-83/4" B'-3" 4'-31/2-- C 5' O 12'-6 1/2" _ m V) Z 0 I FIrehlSection R602 8 l FIREBovided o REQUIRED w Flrehlocking shallbeprovided to M off all concealed drab openings(both vertical and horizontal) and to Forman effective fire barrier between stories,and between atop story and the roof space. S ^/,n`I Flrehlocking shall be provided In wood frame construction In the following locations L 1 D. FLOOR PLAN 1J.In concealed spaces of stud walls and partitions,Including furred spaces,at the telling and floor �, levels.Concealed horizontal furred spaces shag also ceding furred at Intervals net ening and lo feet Batts or blankets of mineral or glass Fiber shall be allowed as Breblocking In walls constructed I using parallel rows of studs or staggered studsNJ , SCALE: 1/4" = P'0° 2) At all lnterconnectons between concealed vertical and horizontal spaces such as occur a[sobl , drop callings and cove ceilings. PLAN NORTH 3).In concealed spaces between stair stringers,at the tap and bottom of the run. Enclosed spaces (NOT ACTUAL) under stairs shall comply with Section R314.8„N.V.S.Residential Code. 4) At openings around vents,pipes and ducts at calling and floor level,to resist the free passage of Flame and products of combustion. 5) For the 0reblocking of chimneys and fireplaces,refer to Section R3001.16. N.Y.S.Residential Code. v "A DRAWN: MH/ MS SCALE: 1/4„_i'_O" TI 1'i X71Gf,(' JOB 4: October 16,20D6 . - SHEET NUMBER: A-3