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Home My WebLink About32893-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33059 Date: 05/29/08 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1755 TRUMANS PATH EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 31 Block 13 Lot 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 10, 2007 pursuant to which Building Permit No. 32893-Z dated APRIL 10, 2007 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 ONE FAMILY DWELLING WITH FIRST AND SECOND FLOOR COVERED PORCHES AS APPLIED FOR PER ZBA # 5680 10/27/05. The certificate is issued to BRUCE W BOLLMAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0150 04/04/08 ELECTRICAL CERTIFICATE NO. 3048608 02/04/08 PLUMBERS CERTIFICATION DATED 04/17/08 PECONIC PLUMBING & HEAT Aut rize Signature Rev. 1/81 Form No,6 TOWN OF SSOUTHOLD n BUILDING DEPARTMENT TOWN HALL .765-1802 f di 5 APPLICATION FOR CERTIFICATE OF OCCUPANCY a. Ms application must be filled in by typewriter or ink-and submitted to the Building Department with the following: A. For uew building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept, of water supply and sewerage-disposal (S-9 forrn). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a of Code Compliance from architect or engineer responsible for the building. certificate 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swirruning 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-$15 4. Updated Certificate of Occupancy - $50.00 5. 'Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. �� e.y JCl, ��() New Construction: Old or Pre-existing Building: (check one) Location of Property: 195 -�1� rneu� s �� House No. Street Hamlet Owner or Owners of Property: r a Lr_ a 0 Suffolk County Tax lvlap No 1000, Section 3 1 Block i 3 Lot Subdivision— Filed Map. Lot: Permit No. 3 Date of Permit. y-1 D --()-7 Applicant: J h / IdI .T c, Health Dept. Approval: V Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate rural Certificate: � (check one) Fee Submitted: $ f,01) - l� Cab a 330S9 IC�G -7 �3 - Applicant Signature a ��r��r��n��n�n�r��.nr��i�r�r n��r��nr��rrr�r��nrr��n��r��n��n�nr��n��enep�epapeon o io 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITER 5 5 S S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 5 S 5 5 Upon the application of upon premises owned by 5 5 5 5 G &S ELECTRICAL CONTR. BRUCE BOLLMAN 5 P.O. BOX 215 1755 TRUMANS PATH 5 5 SOUTHOLD, NY 11971, EAST MARION, NY 11939 C5 5 Located 1755 TRUMANS PATH EAST MARION, NY 11939 5 5 at 5 5 Application Number: 3048608 Certificate Number: 3048608 5 5 5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 5 5 Described as a occupancy, wherein the premises electrical system consisting of Cj 5 electrical devices and wiring, described below, located in/on the premises at: S 5 Basement,First Floor, Second Floor,Outside, 5 5 5 5 A-visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the- applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 4th Day of February,2008. 5 5 Name OTY Rate Rating Circuit Tyne 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Transfer Switch 1 0 100a Appliances and Accessories 5 5 Exhaust Fan 3 0 F.H.P. 5 Dish Washer 1 0 1.2 KW 5 5 Hydro Massage Tub(Therapeutic) 1 0 5 5 Furnace 1 0 Oil 5 5 Steam Unit/Sauna 1 0 30 Amps 5 5 Air Conditioner 1 0 24.000 BTU 5 5 Air Conditioner 1 0 30.000 BTU 5 5 Wiring and Devices 5 5 Outlet 39 0 Fixture 5 5 Fixture 39 0 Incandescent Outlet 58 . 0 General Purpose 5 5 Receptacle 31 0 General Purpose . 5 5 Switch 38 0 General Purpose seal 5 Paddle Fan 3 0 _ 5 5 Continued on Next Page 1 of 2 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o ��@PL�L�� o 0 1�[J�[J�[1�[J�[P[1�[nrJRPLr JLrL3rL3rr3r J�[1�Cl�Cf[J�[J�[1�PrJ�[1�[1�[J�[1[J �[J�[J�r�c0 I�[J� 0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITER 5 5 S 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 0 5 Upon the application of upon premises owned by 5 5 5 G & S ELECTRICAL CONTR. BRUCE BOLLMAN C 5 P.O. BOX 215 1755 TRUMANS PATH c 5 SOUTHOLD, NY 11971, EAST MARION, NY 11939 5 5 5 5 Located at 1755 TRUMANS PATH EAST MARION, NY 11939 5 5 Application Number: 3048608 5 55, pp 3048608 Certificate Number: c5 5 Section: Block: Lot: Building Permit: BDC: ns 11 c 5 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: c5 5 Basement,First Floor, Second Floor,Outside, c 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 4th Day of February,2008. 5 Name QTY Rate Rj!i Circuit Type 5 5 Receptacle 1 0 20a Laundry 5 5 Receptacle 1 0 30a Dryer 5 5 Disconnect 2 0 60a Air Conditioner SGFCI Circuit Breaker 1 0 20a c 5 Receptacle 8 0 GFCI c 5 Service 5 1 Phase 3 W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 Meters: l C 5 5 5 5 5 5 5 5 5 5 5 seal 5 5 2 of 2 - 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 a �nrJ�cnrJ��nizi Al .Pr�r�rJ�rJ�rJ�rJ�rJ�rJ��PrJ�rJ�r�r��nr.Pr nrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�cnrJ�rJ�cnrJ�rJ�rJ�fJ�rJ�rP�nr�r�rJ�rJ�rJ�rJ��nrJ@nL3rL3 LPLrrJ�LPLPLPL PrJfflM� �SUFFot�-�, vO ooy� - 0 Go i Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 y�Ol �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Or,-, 17 Building Permit No. 32 3 Owner: W r( c-c' a D ( �M Gw (please print) Plumber: 2 (please print) I certify that the solder used in the water supply system contains less than 2/10 of l% lead. Y�L'4-/Z (Plumber gnature) Sworn to before me this r1' ` day of l- 20__OZ- v Notary Public, J-tA "01 County. VKX L.LOPER Notary PUNC,State of Now York -No.O1L06070081 Quaffed in Suffolk County Cmmdsft BON -� i 7— v 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. 32893 Z Date APRIL 10, 2007 Permission is hereby granted to : BRUCE BOLLMAN GRANGE ROAD SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER ZBA & TRUSTEES & DEC APPROVAL AS APPLIED FOR (SEE PMT #31232Z) at premises located at 1755 TRUMANS PATH EAST MARION County Tax Map No. 473889 Section 031 Block 0013 Lot No. 004 pursuant to application dated APRIL 10 , 2007 and approved by the Building Inspector to expire on OCTOBER 10, 2008 . Fee $ 0 . 00 / Authorize Signature ORIGINAL Rev. 5/8/02 James F. King,President *Qf SaUry Town Hall Jill M. Doherty,Vice-President ,`O� �l0 . 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen G Bob Ghosio,Jr. �� Telephone(631) 765-1892 IyCOUNry Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0280C Date December 5, 2001 THIS CERTIFIES that the two-story dwelling, sanitarysystem, pervious walkway and planted <;F buffer seaward of the dwelling At 1755 Truman's Path, East Marion Suffolk County Tax Map # 31-13-4 Conforms to the application for a Trustees Termit heretofore filed in this office Dated 3/15/04 pursuant to which Trustees Wetland Permit#5901 Dated 4/21/04 and Amended on 12/21/05, and Coastal Erosion Permit 6263C Dated 12/21/05,. Were 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 two-story dwelling, sanitary system, pervious walkway and planted buffer seaward of the dwelling. The certificate is issued to W. BRUCE.BOLLMAN owner of the aforesaid property. jtXk'___f_ 1 -1f Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31232 Z Date JUNE 28, 2005 Permission is hereby granted to: W BRUCE BOLLMAN GRANGE ROAD SOUTHOLD,NY 11971 for DEMOLITION & RECONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER ZBA DECISION #5680 & TRUSTEES PMT. at premises located at 1755 TRUMANS PATH EAST MARION County Tax Map No. 473889 Section 031 Block 0013 Lot No. 004 pursuant to application dated JUNE 22 , 2005 and approved by the Building Inspector to expire on DECEMBER 28, 2006 . Fee $ 874 . 40. Authorized Signature ORIGINAL Rev. 5/8/02 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. 31709 Z Date JANUARY 6, 2006 Permission is hereby granted to: W BRUCE BOLLMAN GRANGE ROAD SOUTHOLD;NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER ZBA 10/28/05 DEC. 45680 WITH CONDITIONS & TRUSTEES PERMIT AS APPLIED FOR (THIS REPLACES 31232Z) at premises located at 1755 TRUMANS PATH EAST MARION County Tax Map No. 473889 Section 031 Block 0013 Lot No. 004 pursuant to application dated JANUARY 6, 2006 and approved by the Building Inspector to expire on JULY 6, 2007 . Fee $ 946 . 10 Authorized Signature ORIGINAL Rev. 5/8/02 oSUFFo�,��, Office Location: �► pGZ Mailing Address: Town Annex/First Floor,North Fork Bank y g 53095 Main Road 54375 Main Road(at Youngs Avenue) - • P.O. Box 1179 Southold-N-Y LL97.1 .----, y�p a0! Southold,NY 11971-0959 � �� _5 [� �7 [� ;� i 1 tic �► � I v http://southoldtown.northfork.net �j!� P.UG 2$ �05 _____ BOARD OF APPEALS zt_UG. DEPT. TOWN OF SOUTHOLD T WN F S(-,tiTH0LD Tel. (631)765-1809 Fax(631)765-9064 REPLY MEMO To: Building Department Attn: Michael J.Verity,Principa g Inspector From: Ruth D. Oliva,Chairwoman,ZB Date: August 23,2005 Re: Building Department Inquiry-Bollman Property CTM 31.-13-4 As requested, this will confirm that Pat Conklin, Building Plans Examiner, on August 4, 2005, telephoned me, via staff, stating that the builder for Mr. and Mrs. Bollman (John Bertani) was at the counter, stating that the existing foundation was crumbling when they attempted to dig near the foundation, and that Mr. Bertani asked Mrs. Conklin whether or not construction to repair or replace the crumbling foundation may be done. Based on the information given to me at this time, my reply opined authorization to replace for the purpose of the repairs needed. I understood the request to be an emergency, and I gave the opinion of approval as long as they replaced it"in kind,in place, in the same footprint only." On August 51h, the next day, I asked Pat Conklin to obtain written documentation from the builder confirming his request of the Town yesterday, and also a certification from the engineer confirming the conditions found. I understand the Building Department was in the process of receiving plans for this modification, and the builder and engineer furnished letters to the Building Department shortly after (with copies furnished to this Department). APPEALS BOARD MEMBERS ��,OF SOUryO Southold Town Hall Ruth D. Oliva,Chairwoman 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer Southold,NY 11971-0959 Vincent Orlando Office Location: James Dinizio,Jr. • �OQ Town Annex/First Floor,North Fork Bank Michael A. Simon OWN, 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631)765-9064 REPLY MEMO TO: Building Department Attn: Pat Conklin,Permit Examiner FROM: Ruth D. Oliva, ZBA Chairwoman DATE: November 14, 2005 SUBJECT: Referral by Building Department(Bollman Site) Reviews under ZBA Condition#8 (Appeal No. 5680) In reply to your referral of November 10, 2005, this will confirm that the building setbacks and related information on the survey revised November 9, 2005 will be in accordance with the setbacks noted in the conditions rendered in the October 27, 2005 variance determination. Prior to issuance of a Certificate of Occupancy, please inspect and confirm, in writing, removal of the kitchen area and cooking facilities have been removed from the accessory building(Condition No. 9), and compliance with the conditions under Zoning Appeal No. 5680. Thank you. ' � 3 APPEALS BOARD MEMBERS ��OF SO!/Tyo Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer Southold,NY 11971-0959 Vincent Orlando Office Location: James Dinizio,Jr. • �OQ Town Annex/First Floor,North Fork Bank Michael A. Simon COUNTY 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 http://southoldtown.northfork.net r_5 �5 BOARD OF APPEALS I; i P '► 2 $ 2005 TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 27,2005 ZBA Rehearing File Ref. 5680 -W. BRUCE and MARY ANN BOLLMAN Property Location: 1755 Trumans Path, East Marion CTM 31-13-4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' 9,878.29 sq. ft. parcel has 50 feet along Truman's Path and 206.07 feet along the south/westerly side property line. The one-story, single-family dwelling was recently removed, and the accessory garage building remains as shown on the April 3, 2002 survey, last amended March 7,2005 by Joseph A. Ingegno, L.S. BASIS OF APPLICATION: Building Department's Notices of Disapproval, issued February 3, 2005 and amended March 31, 2005, citing Sections 100-239.4E and 100-244 in its denial of an application for a building permit to substantially remove (or demolish), and construct a new single-family dwelling. The reasons stated in the Notices of Disapproval are that the new construction: (1)will be less than 10 feet on a single side, (2) will be less than 25 feet combined side yards, (3) will be less than 75 feet from the bulkhead, and (4)will have lot coverage exceeding the code limitation of 20 percent. FINDINGS OF FACT The Zoning Board of Appeals ('ZBA') held a public hearing on the rehearing of this application on October 20, 2005, at which time written and oral evidence were presented. The entire file and transcripts of the previous hearings regarding the original application under Appeal No. 5680 held on March 31, 2005 and May 4, 2005 were also entered into this rehearing record. 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: ZBA DETERMINATION RENDERED MAY 12, 2005 for AREA VARIANCE RELIEF: Ina decision rendered May 12, 2005, the ZBA granted applicant's request to retain the existing nonconforming location of the foundation, with reconstruction of the dwelling on the first and second floor and enlargement with small addition, as shown on the March 7, 2005 amended survey prepared by Joseph A. Ingegno, L.S. The relief granted was related to the location of the new construction areas, as follows: (a) minimum setback at 10 feet for the second-story from the westerly side property line and minimum 5.9 feet from the existing foundation measurement to the westerly side property line, (b) minimum setback at 12.6 feet from the easterly side property line at its closest point, (c) lot coverage at 21% (exclusive of waterfront dock, walks, apron, and minor step areas), and (d) setback at 35.2 feet from the bulkhead, at its closest point. Page 2-October 27,2005 ZB Ref.5680-W. Bruce and M' Bollman CTM ID: 31-13-4 During the first Appeal under File No. 5680, hearings were held on March 31, 2005 and May 4, 2005 and testimony indicating that the existing block foundation would not be removed or demolished because it would be too expensive, and that the foundation was stated to be structurally sound and intact, with very little work done to it and only to have the basement there for the heating system on the north side. RESOLUTION SCHEDULING DATE FOR REHEARING: At its September 1, 2005 meeting, a Resolution was adopted by unanimous vote of all the members, to reopen Application No. 5680, with a rehearing date scheduled for September 29,2005 and October 20,2005 before the ZBA. MODIFIED REQUESTS: During the October 20, 2005 hearing, discussions were held regarding circumstances that resulted after issuance of the May 12, 2005 ZBA Grant of Alternative Relief relative to the applicant's request for variances, and the Building Department's grant of a building permit on June 28, 2005 (No. 31232-Z) concerning demolition and reconstruction of a new single-family dwelling per ZBA Decision No. 5680 and Trustees Permit: 1. Testimony was received by the applicant, the applicant's builder, and the town building inspector, indicating that a new foundation plan (ref. Page 4 of 10 prepared by Penny Lumber, date stamped August 9, 2005) was approved by the Building Department as an amendment to Building Permit No. 312320-z for new construction of the existing foundation in the same place. The Building Inspector's amendment was issued after reliance on the information furnished by the builder to the Building Department in August 2005, and the August 9, 2005 letter from the applicant's engineer as to why the foundation was unsafe to build upon. The Building Inspector also confirmed that the Building Department contacted representatives of the Trustees and ZBA Departments regarding the proposed in-place reconstruction of the unsafe section of the existing foundation that was crumbling. 2. Simultaneously with this Appeal hearing (on October 20, 2005), the ZBA received testimony under the Appeal of Jennifer Gould (ZBA No. 5681), the adjacent landowner west and closest to the new construction activities. Testimony was received concerning personal observations, activities related to the boundaries and adjacent land areas between the Gould and Bollman properties, the removal of the foundation that existed, the hole recently excavated for the entire new foundation, use of the existing accessory building over the years, building permits and amendments, as well as other extensive information. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: 1. Grant of, alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The ZBA relied upon information offered during the first Appeal in the Spring 2005 indicating that the applicant's foundation would not be removed. Since that variance determination, circumstances changed. substantially. The foundation is no longer existing, and the area has been cleared and excavated, planning for construction of an .entirely new foundation. Based on these circumstances, the applicant is able to relocate the dwelling to increase the setback on the westerly side yard, and to bring the yards into more conformity with the code requirement. Several other houses in the neighborhood that have similar side lines and yards related to the applicant's long and narrow lot. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot is only 50 feet wide. The total remaining yard area for both sides, if the dwelling were at a maximum of 29.5 feet in width, would only be 20.5+-feet, instead of the code-required 25 feet. 3. The variances granted herein is substantial. The foundation has been removed, and a more conforming side yard setback can be obtained by moving the proposed dwelling location. Page 3-October 27,2,005 ZB Ref.5680-W. Bruce and M. Bollman CTM ID: 31-13-4 4. The difficulty has been self-created. The area that contained the foundation has since been excavated and cleared for an entirely new dwelling. 5. No evidence has been submitted to suggest the relief granted will have an adverse impact on the physical or environmental conditions in this residential neighborhood. 6. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of his property and at the same time, preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Chairwoman Oliva, and duly carried, TO VOID and TERMINATE the May 12, 2005 Decision under ZBA Appeal No. 5680, and TO GRANT variances, setting back the new second floor wall by three feet (for more side yard conformity), as shown on the hand-drawn elevation diagrams with ZBA date stamped April 11, 2005, SUBJECT TO THE FOLLOWING CONDITIONS: 1. a) The 29.5 ft. wide dwelling shall be a minimum of 8.6 feet at its closest point to the westerly Property line, resulting in a 2.7 ft. further setback to the east (instead of the prior ZBA requirement for a 5.9 ft. minimum setback.) b) In addition,the 29.5 ft.wide dwelling shall be a minimum of 10 feet from the easterly side yard line, resulting in a 2.6 feet reduction in the setback, instead of the requested 12.6 ft. setback approved by the Board in the May 12,2005 decision. 2. Both side yards shall remain open and unobstructed for access of emergency and maintenance vehicles. 3. The basement entry and wooden steps that are presently located on the easterly side yard must be moved to another location so that they do not interfere with or encroach into the setbacks approved by this board. 4. The height shall remain limited to a maximum of 27 feet to the highest peak (as proposed and approved in the May 12,2005 variance determination). 5. The new second floor wall on the west side shall be a minimum of 11.6 feet from the westerly property line, resulting in a further setback of 3 feet from the 8.6 ft. side yard setback noted in Condition 1-a, above. 6. That the area covered with canvas in the front yard (street side) of the house be entirely removed. 7. That the driveway shall consist of pervious or gravel materials for proper drainage. 8. No building permit shall be issued until a new application for a building permit is "submitted that meets all of the conditions set forth in this decision and is reviewed (for compliance with the ZBA conditions) by the ZBA Chairperson or other representative in the Department of the Board of Appeals. 9. That the kitchen area and cooking facilities shall be removed from the accessory building prior to issuance of a certificate of occupancy for the new dwelling. Page 4—October 27,2005 ZB Ref. 5680—W. Bruce.and M. Bollman CTM ID: 31-13-4 10 The setback to the bulkhead shall be a minimum of 35.2 feet and the lot coverage shall not exceed 21% (exclusive of waterfront dock,walks apron, and minor step areas), as applied for. 11. The owner or his/her authorized agent shall notify the Zoning Board of Appeals in writing in the event of any proposed change in circumstances, or new developments after issuance of this variance The Zoning Board of Appeals reserves the right to require a new application with respect to any change in nonconformity that is restricted by this variance determination and the provisions of the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in'this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Dinizio, and Simon. (Absent was: Member Orlando.) This Resol ion as unani ously o ted (44). Ruth D. O iva, Chairwoman 10/28/05 Approved for Filing r �1 Office Location: o��SQFFU��cpG Mailing Address: 2 y1 Town Annex/First Floor,North Fork Bank CIO 53095 Main Road 54375 Main Road(at Youngs Avenue) ^? P.O. Box 1179 Southold,NY 11971 y� 1� Southold,NY 11971-0959 r� -- --- _�7-1 http://southoldtown.northfork.net c, F [l �! Ni , ,, BOARD OF APPEALS j, !( �� TOWN OF SOUTHOLD ` i Tel. (631) 765-1809 Fax (631) 765-9064 Tom,•:' FINDINGS, DELIBERATIONS AND DETERMINATION -M—FETING OF DECEMBER 15, 2005 ZB File 57 -Jennifer B. Gould, 1820 man's Path, East Marion (as Adjacent Landowner) Appeal Concerni emises, 1755 Trumans Path, East Marion; CTM 31-13-4. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant has filed an Appeal concerning land owned by W. Bruce and Mary Ann Bollman, on the easterly side of the applicant's land. The Bollman property consists of 9,878.29 square feet with 50 feet along Truman's Path and 206.07 feet along the south/westerly side property line and is improved with an accessory garage building, shown on the April 3, 2002 survey, last amended March 7, 2005 by Joseph A. Ingegno, L.S. BASIS OF APPLICATION: Building Department determinations under Building Permit No. 31232-z dated June 28, 2005, and amended August 9, 2005. FINDINGS OF FACT The Zoning Board of Appeals (ZBA) held a public hearing on this application on October 20, 2005 at which time written and oral evidence were presented, simultaneously with the rehearing held concerning this same premises under Appeal No. 5680 by the Bollmans. (The entire file and transcripts of previous ZBA hearings held March 31, 2005 and May 4, 2005, regarding the original application under ZBA Appeal No. 5680, and October 20, 2005 ZBA rehearing, were also entered into the record.) 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: ZBA DETERMINATION RENDERED MAY 12, 2005 FOR AREA VARIANCE RELIEF: Ina decision rendered May 12, 2005, the ZBA granted a variance concerning Appeal No. 5680, in a request to retain the existing nonconforming location of the foundation, with reconstruction of the dwelling on the first and second floor and enlargement with small addition, as shown on the March 7, 2005 amended survey prepared by Joseph A. Ingegno, L.S. The relief granted was.related to the location of the new construction areas, as follows: (a) setback at 10 feet for the second-story from the westerly side property line, (b) setback at 12.6 feet from the easterly side property line at its closest point, (c) lot coverage.at 21% (exclusive of waterfront dock, walks, apron, and minor step areas), and (d) setback at 35.2 feet from the bulkhead, at its closest point. Page 2—December 15,2005 ZB Ref.5781 —Jennifer B.Gould CTM ID: 31-13-4 (Bollman Property) APPLICANT'S GROUNDS: The applicant stated that the height (of the new construction and alterations) does not comply with the limitations authorized under Building Permit No. 31232-z, as amended August 9, 2005. The applicant also stated that Building Permit#31232-z should not have been amended to allow for the removal and replacement of the existing foundation. OTHER INFORMATION: Discussions were held during the public hearing(s) regarding the circumstances that resulted before, and after, issuance of authorization under the Building Department's amendment to building permit (No. 31232-z)to demolish the entire foundation. The applicant herein is the adjacent landowner west and closest to the new construction activities. Testimony was received concerning personal observations, activities related to the boundaries and adjacent land areas between the Gould and Bollman properties, the removal of the foundation that existed, the hole recently excavated for the entire new foundation, use of the existing accessory building over the years, building permits and amendments, as well as other extensive information. Testimony was received by the owner (Bollmans), their builder, and the Town Building Inspector, indicating that a new foundation plan (ref. Page 4 of 10 prepared by Penny Lumber, date stamped August 9, 2005 was approved as an amendment to Building Permit No. 31230-z for new construction of the foundation in the same place, and why the foundation was unsafe to build upon if it were to remain. The Building Inspector also confirmed that the Building Department contacted representatives of the Town Trustees and ZBA Departments regarding the proposed in-place reconstruction of the unsafe section of the existing foundation that was crumbling. ZBA'S REHEARING/DETERMINATION RENDERED for ALTERNATIVE AREA VARIANCE RELIEF: In a decision rendered October 27, 2005, the ZBA granted alternative relief concerning Appeal No: 5680, after rehearing, based on the Building Department's Notices of Disapproval, issued February 3, 2005 and amended March 31, 2005, citing Sections 100-239.413 and 100-244 in its denial of an application for a building permit to substantially remove (or demolish), and construct a new single- family dwelling. The reasons stated in the Notices of Disapproval are that the new construction: (1) will be less than 10 feet on a single side, (2) will be less than 25 feet combined side yards, (3) will be less than 75 feet from the bulkhead, and (4) will have lot coverage exceeding the code limitation of 20 percent. The ZBA grant of alternative relief increased the side yard setback from the Gould property (please see ZBA Decision No. 5680 dated October 27, 2005, filed on October 31, 2005 with the Office of the Town Clerk). FINDINGS OF FACT The Zoning Board of Appeals ('ZBA') held a public hearing on this application on October 20, 2005, at which time written and oral evidence were presented. (The entire.file and transcripts of the previous hearings regarding the original application under Appeal No. 5680 held on March 31, 2005 and May 4, 2005 were also entered into this rehearing record). 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: REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board finds the same reasons applicable to this Appeal as that issued by the ZBA under Appeal No. 5680 on October 27, 2005 (grant of alternative relief with conditions). Page 3—December 15,2005 ZB Ref.5781 —Jennifer B. Gould CTM ID: 31-13-4(Bollman Property) The Board notes that the Local Waterfront Revitalization Program coordinator, Mark Terry, has found this project generally consistent with the program's Policy Standards in his memorandum to the Town of Southold Board of Trustees, dated December 20, 2005. RESOLUTION OF THE BOARD: In considering all of the above factors and applying New York Town Law 267-B, motion was offered by Chairwoman Oliva, seconded by Member Goehringer, and duly carried, to DENY the application of Jennifer B. Gould, under Appeal No. 5781, without prejudice to the Court's determination under the outstanding litigation (concerning the subject premises, 1755 Truman's Path, East Marion; CTM Parcel 1000-31-13-4 owned by Bollman). Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Orlando, Dinizio, and Simon. .This Resolution was.duly adopted (5-0). U,� �, , ds-,� oz� Ruth D. Oliva, Chairwoman 1/Z2 /06 Approved for Filing APPEALS BOARD MEMBERS q soar �� yp Southold Town Hall Ruth D. Oliva, Chairwoman !O 53095 Main Road-P.O. Box 1179 Gerard P. Goehringer Southold,NY 11971-0959 Vincent Orlando G Q Office Location: James Dinizio, Jr. �`�. • �O Town Annex/First Floor,North Fork Bank Michael A. Simon r �I,YCOU �� 54375 Main Road(at Youngs Avenue) Southold NY 11971 http-Hsoutholdtown.northfork.net i } — 2005 BOARD OF APPEALS `is SEP Ll TOWN OF SOUTHOLD I E0G•r_.E?T. el. (631)765-1809 -Fax(631)765-9064 TOWN OF SUUT!..Q D ZONING BOARD OF APPEALS:SOUTHOLD TOWN f SUFFOLK COUNTY : NEW YORK ------------------------------------------------------------------x In the Matter of the Appeal Application of ZBA APPEAL NO. 5783 JENNIFER B. GOULD GRANT OF RESTRAINING ORDER Appealing the Building Inspector's Certification TO CONTINUE STAY Dated August 29, 2005 and Requesting a Grant Of a Restraining Order to Continue to Automatic Stay in Gould Appeal No. 5781, under New York Town Law Section 267-a(6). Premises: 1755 Truman's Path, East Marion, NY 11939 CTM#1000-31-13-4 ------------------------------------------------------------------x SIRS : Upon application of Jennifer B. Gould, Esq. 210 Main Street P.O. Box 177, Greenport,NY 11944, in the above-referenced matter, IT IS HEREBY ORDERED by the Zoning Board of Appeals of the Town of Southold, pursuant to New York Town Law, Section 267-a(6), upon due cause having been shown, that: 1. A restraining order is granted. 2. All actions in furtherance of Appeal No. 5781 in the Matter of Jennifer B. Gould, are stayed and restrained,.including all.:work.pursuant--to Building:.Permit No. 31232-Z, until such time as the Resolution of the Appeal, except that John Bertani Builder, Inc., and/or r W. Bruce Bollman, may perform work necessary to secure the job site, including filling, but not including further work installing mi� Dated: September 1, 2005. RUTH D. OLIVA, CHAIRWOMAN BOARD OF APPEALS 53095 Main Road, P.O. Box 1179 Southold,NY 11971-0959 (631) 765-1809 To: John Bertani Builder, Inc. at Site Location: 1755 Truman's Path, East Marion,NY 11939 Harvey Arnoff, Esq. 206 Roanoke Avenue P.O. Box 329 Riverhead,NY 11901-2794 -2 n v Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Sofware Version 3.6 Release la Data filename: C:\Program Files\Check\REScheck\bollman.rck PROJECT TITLE: Bollman COUNTY: Suffilk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW/WALL RATIO: 0.13 _ DATE: 06/21/O5 �'��OF ME " rp O DATE OF PLANS: 7/12/04 4b PROJECT DESCRIPTION: r tlL Addition n East Marion0y COMPLIANCE: Passes �� .5� Maximum UA=265 Your Home UA=213 19.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter -Value R-Value U-Factor UA I Ceiling 1: Flat Ceiling or Scissor Truss 576 30.0 0.0 20 Ceiling 2: Cathedral Ceiling(no attic) 323 22.0 0.0 15 Wall 1: Wood Frame, 16" o.c. 1860 19.0 0.0 97 Window 1: Wood Frame:Double Pane with Low-E 28 0.290 8 Window 2: Wood Frame:Double Pane with Low-E 142 0.340 48 Door 1: GIass 74 0.340 25 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belied and professional judgment, such plans or specifications are in compliance with this Coders. Builder/Designer �AYYYW � o��msld Date ro a� ®� t i r REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck S ofware Version 3.6 Release la DATE: 06/21/05 PROJECT TITLE: Bollman Bldg. Dept. Use ( ( Ceilings: [ ] ( 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] ( 2. Ceiling 2: Cathedral Ceiling(no attic), R 22.0 cavity insulation ( Comments: ( ( Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation ( Comments: ( Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.290 ( For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No ( Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E, U-1actor: 0.340 ( For windows without labeled U-factors, describe features: ( #Panes Frame Type Thermal Break? [ ]Yes [ ]No ( Comments: ( ( Doors: [ ] ( 1. Door 1: GIass, U factor: 0.340 ( Comments: ( Air Leakage: [ ] ( Joints,penetrations, and all other such openings in the building envelope that are sources of air ( leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly ( with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. ( Vapor Retarder: [ ] Required on the warm-in-winter side ofall non-vented framed ceilings, walls; and floors. ( ( Materials Identification: [ ] ( Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] ( Materials and equipment must be identified so that compliance can be determined. [ ] ( Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [� ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable ofautomatically adjusting the space temperature set point of the largest'zone. Electric Systems: [ ] Separate electric meters are required fDr each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions ofthe Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. J Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/ofheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. ,t Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Tem ca re Fl UM to 1" Up to 1,25" 1.5"to 2.0" Over " 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5" to 4" Heating Systems Low Pressure/T emperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5, 1.5 NOTES TO FIELD(Building Department Use Only) p : TO OF SOUTHOLD OROPERTY RECORD CARD OWNER ET VILLAGE DIST. SUB. LOT ajr ,0 .- ry e► ��5 '� FORMER OWNER N F -� E , _ ' ACR. caA, S W TYPE OF BUILDI.N RES.%8�16 SEAS. - VL. FARM comet. CB. MICS. Mkt. Value c m.ens �C LAND IMP. TOTAL. DATE REMARKS -o o 0 a o 7—f3 2 Z 5- S oe ro 1-7 do 5�500 zco p j G 0 Ann I 7 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value. Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH .r House Plot BULKHEAD Total •. .s DOCK �, �. aA . ■■■e■■■■■■■■■■■■■■■■■■■■ MEN ■■■■ r ■�i■■�■■■■■■■■■■■■■■■■■■eC■■■■�!�! ■��fe■■■■■■■■■■■■■■■■■■■■■■■■■ ==■®®■■■■■■■■■■■■■■■■■■■Interiorfini Ext. Walls �i®■ Foundation Basement • Fir- i • - -. • Rooms Ist Floor, /Recreation Roo' Dormer Driveway i �O��OF SOUryolo cOUNT'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: w DATENSPECTOR. JAMES J. DEERKOSKI, P.E. 260 Deer Drive i Mattituck N.Y. 11952 ' I,1 (631) 298-7116 1 �LD». DE . Of To: Town of Southold Building Dept. Date: October 15, 2007 Re: Insulation Inspection Bollman 1755 Truman Path East Marion,NY Permit#32893 To Whom It May Concern: After an Insulation inspection was performed on the above structure, it is deemed that all work was done as per plan, and meets all state and local building codes at the time of construction. Any other questions please call. NE r� re`� �tp Sincerely liJ =_t JaId m eerkoski i JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 Date: October 10, 2007 To: Town of Southold Building Dept. Re: Framing/Strapping/Plumbing Inspections Bollman 1755 Trumans Path East Marion,NY Permit# 32893 To Whom It May Concern: A Framing, Strapping, Rough Plumbing inspection was preformed on the above property, and it is deemed that all this work was done as per plan and meet all state and local building codes. A pressure test was also performed on the entire plumbing system, and vent stack filled. Any other questions please feel free to call. Ut 3•�ry �, ,. t� �9, \Sincerely t Cn cZ ,® eerkoski Q;S i'14 f F�� `� I QC" JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: July 30, 2007 To: Town of Southold Re: Strapping Inspection Bollman 1755 Trumans Path East Marion, NY Permit#31709 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. OF' :''r:��e' �s,ti. _ /��.� • : Sincerely 11\,— �R eerkoski P.E. _ Cyr TCs :4 tI JUL 3 0 20:; �1 1 � DEP�T . T .l'Ui�.QF Sn';THnLa � JAMES J. DEERKOSKI, P.E. 260 Deer Drive. Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: First&Second Foundation Inspections Bollman 1755 Trumans Path East Marion NY Permit# 31709z JAN 1 i TriC/LD To Whom It May Concern: This letter certifies that first&second foundation inspections were preformed on the above mentioned property and was all done correctly and meet all,state and local building codes. Any uestions please feel free to call. 0 �rO Q, J_®E�q�.n 1 w` cerely r 3 rh OFESS James • eerkoski P.E. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631)298-7116 To: Town of Southold Building Dept. 2005 Re: Unsafe Foundation Bollman East Marion,NY To Whom It May Concern: After a foundation inspection at the above mentioned property,the existing foundation is crumbling and only 16"in the ground with a minimal footing underneath it. This makes the foundation unsafe to build upon. Any questions feel free to call. OF N Sin rely rn �� r Q 07' �� James er oski ®FgS.SV T N John Bertani Builder Inc:: ; - �lI ! 1380 Oakwood Drive Southold, N.Y. 11971 'Lt ' DEPT. (631)765-1594 FAX(631)765-3916 -��it;_':'i?1`rS,.��";iOLD August 16,2005 Bollman-Permit No.312397 Southold Town Building Department To Whom It May Concern: At the request of Pat Conklin, this letter is written to show the sequence of events leading up to the request to amend the above permit. We removed the foundation plantings at the Bollman residence in preparation to remove the existing home. While we were in the process of dismantling the house, we noticed cracks starting to appear in the foundation. Upon digging down,the foundation was found to be less and two feet below grade. We asked James Deerkoski PE to examine the foundation and he found that it would not be structurally safe to hold the new building. He has furnished your office with a report of his findings. As per his advice we requested an amendment to the existing permit to replace the foundation in the exact existing location. Sincerely, C. John A. Bertani President JAB:lb ib k �i F`ELD INSPECTION REPORT DATE. COMMENTS FOUNDATION(1ST) VA - y --------------------------------------- FOUNDATION(2ND) - d clze O 0 0 oat �1 ROUGH FRAMING& � PLUMBING y Z r INSULATION PER N.Y. y STATE ENERGY CODE � r c FINAL ADDITIONAL COMMENTS dlr- vb/ �� Qk x y � O W TOWN OF SOUTH( LD BUILDING PERMIT APPLICAI.'ION CHECKLIST BUILDING DEPARrrMENT Do you have or need the follov�ing,before applying? TOWN HALL IAN f 81 Board of Health ' SOUTHOLD,NY 11971 4 sets of Building Plat.s TEL: (631) 765-1802 Planning Board appro Val_ FAX: (631) 765-9502 a 317 OY & Survey www.northfork.net/Southold/ PERMIT NO. 31. E Check - --_- Septic Form NX&D.E.C. Trustees . Examined �, G�� Contact: Approved 2� - - - --* Mail to: Disapproved a/c ��t..%' Phone: Expiration ,20& �_- Building Inspector PLICATION FOR BUILDING PERMIT Date Nu_ l , 20 \"— INSTRUCTIONS V. �� c�QU f a. T is a '� ion MUST be completely filled in by typewriter�;in ink and submitted to the Building Inspector with'3' sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit y authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 13ky 0oJCc oo6L Ort Qz-, Cf(J U,74o c� (Mailing address of applicant) /VL� It q 7' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises r url,Cu, 60 M 0_,,J (As on the tax roll or latest deed) If applican is a corporatio , signature of duly au horized officer c Name and title of corporate officer) Builders License No. Plumbers License No. r'rn u_✓ Electricians License No. &:It4d, Other Trade's License No. 1. Location of land on which proposed work ill be done: _ House Number Street Hamlet County Tax Map No. 1000 Section i Block 13 14s: :^}`? ,tl'b ' 0 14 Subdivision Filed Map No. (Name) 2. State existing use and occupancy of premises and intended use and occupancy of prop-A construction: a. Existi:lg use and occupancy b. inten use use and occupancy bn rn, ► "� 3. Nat—re of wi rk(check which applicable): New building Addition of Alteration Repair._ Removal Demolition Other Work (Description) 4. Estimated Cost 4�0 606 (Td be'paid on filing this application) f¢,, 5. If dwelling, number of dwelling units j 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 , -C,. / Rear Depthc� Height IG Number of Stories I Dimensions of same structure with alterations or dditions: Front- aG . Rear act• !� Depth q7. 1� Height 7 Number of Stories" 8. Dimensions of entire new construction: Front 0.q • Rear aa Depth L4 : S' Height .- Number of Stories 9. Size of lot: Front 611�_b Rear .(o Depth c D6 .0 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated k Pd. 4_e.✓1 L/A_' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO t/ Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of premises ►3�u �e, (Jo l l[''Address �()d'Mc i,s�}n rat X P"none G.N � " =00 Name of Architect R.AI) LtL of LL Address 6C4& or1-1V Phone No — Uy -7/16 Name of Contracto Address lam OrLhaD-L, -Phone No. 76, jul�IA9 Ili, 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&fkI JC d.-t✓1 d�- / /- Ct �7f�i1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the CUY?+1-6L C_;{-0✓- (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 tome best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed they'-with. Sworn to before me thi L day of S) 20 a� �►`. mac%_ o ary Public Signature of Applicant BONNIE!.DORIISIQ Notary Public,State Of NOW York No.01006095328,Suffolk Cqunty Term Expires July 7.20 --TOWN OF SOUTHOLD " ! BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT !' Do you have or need the following,before applying? PR I TOWN HALL 0 2007 Board of Health SOUTHOLD,NY 11971 __ j j 4 sets of Building Plans TEL: (631) 765-1802 i �l Planning Board approval FAX: (631) 765-9502 _yF. Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20_R_7 Contact: Approved (�,20 / Mail to: Disapproved a/c Phone: Expiration �(� lO ,206F Building Inspector APPLICATION FOR BUILDING PERMIT Date $p('\ � 10 , 20� INSTRUCTIONS a. This 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 ofa Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 1 o h v\ &+an, 4c.) (Signature of applicant or name,if a corporation) (Mailing address of applicant) AkY dig(!f State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Lnerc,Lj Co-n+rc,�r Name of owner of premises �j YYl u n (As on the tax roll or latest deed) If applica t is a corporatio signature of duly authorized officer —(Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. S Other Trade's License No. 1. Location opand on which proposed work w'11 be done: �S ' House Number Street Hamlet County Tax Map No. 1000, Section 3 Block Subdivision Filed Map No. 'Lot—. (Name) y _w.,,.. ...... . _. _... . . .:. ..... . 1 2. State existing use and occupancy of premises and intended use and..occupancy of proposed construction: a. Existing use and occupancy o n e_ � \1 :` 'we-,( r, ck b. Intended use and occupancy 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �C�n al) Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 14 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_ a G Rear '�9`- s Depth L(V 6 Height .1 ' Number of Stories .2 � r 9. Size of lot: Front Sa Rear 6'b •G 7 Depth C)b -O q 10. Date of Purchase Name of Former Owner n 11. Zone or use district in which premises are situated IC es k'd,&A 'rw l 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 prxnj ises lU•6rLLtc-t&((mc�ddress ,off' fM cut,,ffi'G"C " Von No. 491- Od 23 Name of Architect L.L'aLbs/7 Address ►2�- 2 r 6rtc^g2,i-'hone No (jq q-0 L/I/D Name of Contractor ld✓ -Address L3(� Do hone No. 76a I J'qY 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. PERMIT AY 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. 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 1L— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the cm,4TZ,6' v (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. Sw Mo before me this day of 20 Not Public Signature of Applicant MELANIE DOROSKI NOTARY PUBLIC,State of NewYork No,01D04634870 Qualified in Suffolk County Commission Expires September 30, TOWN OF SOUTHOLD ' C l # l BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMElv ''� Do you have or need the following,before applying? TOWN HALL , ; �, 2005 Board of Health SOUTHOLD,NY 11971 �� 4 sets of Building Plans TEL: (631) 765-1802 I _____._____ _ _�.�_y Planning Board approval FAX: (631) 765-9502 ; ` ; Oro Survey www.northfork.net/South-o-id`/- PERMIT-NO:-- Check Septic Form N.Y.S.D.E.C. Trustees Examined 120 Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT �- ,�0 Date :t�l INSTRUCTIONS a. This 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,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. �o h� I�er�rar� � �c..�,� I►e�Zip c� (Signature of applicant or name,if a corporation) Oak /0," c1(,r,cw10 (Mailing address of applicant) 119 W State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises CL�,O_ 6011 m cc,"_" � (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. Pp.e rULL) Electricians License No. r� Other Trade's License No. — 1. Location of land on which proposed work will be done: /9 �r'r,Lrno'A,� Ec,,m- a -,urn House Number Street Hamlet County Tax Map No. 1000 Section 3 Block Lot ' U..4 ' Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of posed,construction: , a. Existing use and occupancy One_ JLA _ e I b. Intended use and occupancy Ord n 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 00 00 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. tv 11 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 9 - 5 Rear 5 Depth 471 G Height � Number of Stories a2 r 9. Size of lot: Front 5-0 Rear 5b ,6 Depth 9 0( •0 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ac-s Id-e-ni`r u..- 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 remises W- i�ru�e� �ollmnnAddress aC� ��c��n d�-_ 6rtr �'l o e}�o. !,��-06a 3 Name of Architect � n 4Lryllcr Address ��-A2 Gre e"c(+ 9`P. )'hi No Name of Contractor ,h n ✓3c,-+an i 6 id r J cam' Address J 3JD Orr c.�a 0/ Phone No. 7 crOld`! iUL( 11 G-7/ 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. f3F-d' a'\� 0 V-(-m cm 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 , 4bl IL- X C e26" ZawLgo being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Cr/Y� C o (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 too before me thi day,of 200 S� 1 NotarOublic Signature of Applicant MELANIE DOROSKI NOTARY PUBLIC,State of New York No.01 D04634870 Qualified in Suffolk County ��{� Commission Expires September 30. J�W6 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 3, 2005 *Amended March 31, 2005 TO: Linda Bertani for W Bruce Bollman 1380 Oakwood Dr. Southold„NY 1191,E Please take notice that your application dated January 18, 2005 For a permit to demolish and reconstruct a single family dwelling, at Location of property: 1755 Trumans Path, E. Marion County Tax Map No. 1000 - Section 31 Block 13 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction for this 9,878 square foot lot, located in the R40 District, is not permitted pursuant to Article XXIV Section 100-244. The nonconformingside ide yard setbacks for a lot measuring less than 20,000 square feet are 10'(feet) minimum &25'(feet) combined. The proposed survey indicates a minimum setback of 5.9' (feet) and combined seback of 18.5' feet Furthermore the lot coverage as proposed is approximately 21%. The allowable coverage is 20%. *Furthermore per Article XXIII Section 100-239.413, the construction will be non- confoming since the second story will be located within 40' (feet) of the bulkhead. Authorized Signature FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,NY NOTICE OF DISAPROVAL February 3, 2005 To: Linda Bertani for W Bruce Bollman 1380 Oakwood Dr. Southold,NY 11971 Please take notice that your application dated January 18, 2005 For permit to demolish and reconstruct a single family dwelling at Location of property 1755 Trumans Path, E. Marion County Tax Map No. 1000- Section 31 Block 13 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction, for this 9,878 square foot lot, located in the R40 District, is not permitted pursuant to Article XXIV Section 100-244. The nonconforming side yard setbacks for a lot measuring less than 20,000 square feet are 10'(feet)minimum & 25' (feet) combined. The proposed survey indicates a minimum setback of 5.9' (feet) and combined setback of 18.5' feet . Furthermore the lot coverage as proposed is approximately 21%. The allowable coverage is 20%. Authorized Signature q,SU�jyol � o- Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Telephone(631)765-1802 Southold,New York 11971-0959 oly�oum BUILDING DEPARTMENT TOWN OF SOUTHOLD August 29, 2005 Certification of Chief Building Inspector to Zoning Board of Appeals .1= RE: Premises at 1755 Truman's Path, East Marion, N.Y. 11939 SCTM# 1000-31-13-4 With reference to the above property, I am in receipt of the appeal of Jennifer B. Gould, Esq., appealing the issuance of Building Permit# 31232-Z, issued on June 28, 2005, on the grounds that the issuance of the permit is in violation of the Zoning Board of Appeal's decision in appeal #5680, issued May 12, 2005. I hereby certify to the ZBA that a stay of proceedings halting work on this project in its current state would, in my opinion, potentially cause imminent peril to life and/or property, for the following reasons: 1. A recent site inspection revealed an excavated site, as per permit# 31232-Z, which itself is environmentally unstable and when exposed to normal weathering conditions, could result in property damage to the adjoining properties. 2. The excavated area, because of its close proximity to adjoining properties, poses an imminent threat to public safety in its current state. For the aforementioned reasons, the automatic stay pursuant to Town Law 267-a(6) shall not continue in effect, on the condition that the applicant either: A. Fill and secure the work site, at the applicant's expense; or B. Continue with the project pursuant to:the Building Permit, but only to the extent of the foundation, with the understanding that any work is subject to the instant appeal and approval for such work may be overturned. As such, applicant assumes the risk, financially or otherwise, proceeding with completion of the foundation. - —r Michael J. Verity G � Chief Building Inspector WKIERAN M.CORCORAN Notary Public,State of New York No.02C06119838 Qualified in Suffolk Count� Commission Expires December John Bertani Builder Incl. .: 1380 Oakwood Drive J G 17 2005 . .. , Southold, N.Y. 11971 ±ty (631)765-1594 r S FAX(631)765-3916 ------ - : LLD A August 16,2005 Bollman-Permit No.31232Z Southold Town Building Department To Whom It May Concern: At the request of Pat Conklin, this letter is written to show the sequence of events leading up to the request to amend the above permit. We removed the foundation plantings at the Bollman residence in preparation to remove the existing home. While we were in the process of dismantling the house, we noticed cracks starting to appear in the foundation. Upon digging down,the foundation was found to be less and two feet below grade. We asked James Deerkoski PE to examine the foundation and he found that it would not be structurally safe to hold the new building. He has furnished your office with a report of his findings. As per his advice we requested an amendment to the existing permit to replace the foundation in the exact existing location. Sincerely, John A. Bertani \ President JAB:Ib z,b Ar <kI rt I s pF SOUryo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Telephone(631)765-1802 Southold,New York 11971-0959 COUMY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM No v 2005 roc i:� To: Ruth Oliva, Chairperson Arj; 0a From: Pat Conklin, Permit Examiner Re: Permit for Bollman residence at 1755 Trumans Path, E. Marion Date: November 9, 2005 In accordance with condition#8 of the ZBA Board Decision# 5680, kindly review the attached permit application filed with the Building Department November 2T'd, 2005. Thank you 1 fly New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY,Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 Website:www.dec.state.ny.us Erin M.Crotty Commissioner LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT W. Bruce Bollman April 22, 2004 208 Main Street Greenport, NY 11944 Re: Application #1-4738-03338/00001 Bollman Property, 1755 Truman's Path, East Marion, NY SCTM # 1000-31-13-4 Dear Mr. Bollman: Based on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that the property landward of the 17' elevation contour, as shown on -the survey prepared by Joseph A. Ingegno dated April 3, 2002, is beyond Article 25 (Tidal Wetlands Act)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction-which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional.boundary and your project (i.e. a 15'to 20'wide construction area)or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Ro r Evans Deputy.Permit Administrator cc: John Bertani Builder Inc. MHP file (kaf) .. Albert J.Krupski,President ��OF so(flyo Town Hall James King,Vice-President ,`O l0 53095 Route 25 Artie Foster P.O. Box 1179 Ken Poliwoda H � Southold New York 11971-0959 Peggy A. Dickerson � �� Telephone(631) 765-1892 IroUNTY,Nc� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT Permit#6263C Date: December 21, 2005 �.. . ., SCTM#31-13-4 JAN - 6 Name of Applicant/Agent: John Bertaini Builder, Inc. Name of Permittee: W. Bruce Bollman Address of Permittee: 1755 Truman's Path, East Marion Property Located: 1755 Truman's Path, East Marion DESCRIPTION OF ACTIVITY: Coastal Erosion Permit to allow for the construction activity in an approx. 108 sq.ft. section seaward of the CEHA. The Coastal Erosion Management Permit allows for the operations as indicated on the planting plan received on January 5, 2006 and the survey prepared by Joseph A. Ingegho last dated December 22, 2005. Permit to construct,and complete project will expire two years from the date the permit is signed. SPECIAL CONDITIONS: (apply if marked) X Bluff restoration through a re-vegetation plan is a necessary special condition of this permit. _ A relocation agreement is attached hereto and is a necessary special condition of this permit. A maintenance agreement is attached with application and is a necessary special condition of this permit. Albert J. Krupski, Jr. President, Board of Trustees / �c --!tea_—_•?� - �• -�•-. aT_� S JY~� fh + x and �f Southold -Town Trustees F Bo F SOUTHOLD, NEW YORK PERMIT NO. .... DATE: ...AP 'll 21,...2004 i ISSUED TO W. B RUC E BOLLMAN T ` Pursuant to the provisions of Chapter 615 of the Laws of the State of New-York, 1893; and Chapter 404 of the Laws of the x State of New York 1952; and the Southold Town Ordinance en- w i filled."REGULATING AND THE PLACING OF OBSTRUCTIONS •,� IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL-OR-OTHER MATERIALS FROM LANDS UNDER TOWN'WATERS;" and in accordance with the April- 21, Resolution of The Board adopted at a meeting held on _.. _._•...••.-_-_-- 2004 250.00 _ ......-. , and in consideration of the sum of $_.-......................._ paid by s W. Bruce Bollman .....---•-----..-.-_...-....-- - - .' East Marion N. Y. and subject to the of .._-.-._-___-- ...._.... -- - - - - - Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Wetland Permit to demolish the existing dwelling and construct a new two-story dwelling 1 on the same footprint,and construct.a first floor and second-story addition to the new ` dwelling,with the condition drywells and gutters are installed to contain the roof run-off, and all as depicted on the survey prepared by Joseph A Ingegno last dated May 6, 2004. an in accordance with the detailed specifications as presented in .� the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said- Board .as of this date 2 - i Albert J.Krupski,President �oF so�ryo Town Hall James King,Vice-President O l0 53095 Route 25 Artie Foster P.O. Box 1179 Ken Poliwoda Southold,New York 11971-0959 Peggy A. Dickerson Q � �� Telephone(631)765-1892 coum� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 21, 2005 Mrs. Linda Bertani John.Bertani Builder, Inc. 1380 Oakwood Dr. Southold, NY 11971 RE: W. BRUCE BOLLMAN 1755 TRUMAN'S PATH, EAST MARION SCTM#31-13-4 Dear Mrs. Bertani: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, December 21, 2005: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#5901 to move the footprint of the dwelling 2.6' to the east, abandon the existing sanitary system and install a new sanitary system, with the condition the disturbed areas seaward of the dwelling are replanted in accordance with the planting plan received on January 5, 2006, and all as depicted on the survey prepared by Joseph A. Ingegno last dated December 22, 2005. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims DEPARTMENT OF THE ARMY NEW YORK DISTRICT,CORPS OF ENGINEERS JACOB K.JAVITS FEDERAL BUILDING NEW YORK,N.Y.10278-0090 MAR 1 ] 2004 REPLY TO ATTENTION OF: Eastem Permits Section Linda Bertani John Bertani Builders,Inc. 1380 Oakwood Drive Southold,NY 11971 SUBJECT:Joint Application with New York State.Department of Environmental Conservation W.Bruce Bollman,208 Main Street, Greenport,New York Dear Mr.Bollman: We have recently received a copy of the Joint Application for Permit you filed with the New York State Department of Environmental Conservation(NYSDEC). Please be advised we have reviewed the Joint Application,, and based solely upon the information provided, it appears that a Department of the Army permit is not required for your proposal. The Department of the Army regulates construction activities in navigable waterways and discharges of dredged or fill material into waters of the United States,including inland and coastal wetlands. .If your proposal would involve such work, and has not been portrayed as such in your Joint Application, you should contact this office immediately so that a project-specific determination can be made as to whether a Department of the Army permit will be required. Any inquires should be directed to the Regulator-of-the-Day at 212-264-6731. Sincerely, fJ Mark Steven Roth Acting Chief,Eastern Permits Section DEC Application No.—1-4738-03338/00001 r + JENNIFER B. GOULD . JG 23 Attorney at Law M 'n Street • P.O. Box 177 • Greenport, New York 11944 F ;r,,fHO D ` Telephone 631-477-8607 • Fax 631-477-2601 August 23, 2005 Ruth Oliva, Chairperson Michael Verity, Chief Building Inspector Zoning Board of Appeals Patricia Conklin, Plans Examiner RE: Appeal of Building Permit and Amended Permit 31232 Z in relation to Board of Appeals Decision No. 5680 Premises: 1755 Truman's Path,East Marion,NY SCTM# 1000-31-13-4 Dear Ms. Oliva, Mr. Verity &Ms Conklin: Enclosed please find a copy of my Notice of Appeal in connection with Building Permit No. 5680 issued June 28, 2005 and amended August 9, 2005. In accordance with Town Law Section 267-a(6), all construction at the above premises shall be automatically stayed. All Building Department records in connection with this permit should be transferred to the Board of Appeals,pursuant to Town Law Section 267-a(3). Very truly yours, (�Z 'fer B. Gould nclosure cc: Eric Bressler, Esq. Kieran Corcoran, Esq. John Bertani Builders Inc. NOTICE OF APPEAL TO BOARD OF APPEALS In the Matter of the- Appeal of Jennifer B. Gould From a Decision of Patricia Conklin, Plans Examiner and the Southold Town Building Department TO THE BOARD APPEALS OF THE TOWN OF SOUTHOLD SIRS and MADAM: PLEASE TAKE NOTICE that Jennifer B. Gould, hereby appeals to the Board of Appeals of the Town of Southold, from a decision of Patricia Conklin, Plans Examiner, to issue Building Permit No. 31232 Z, dated June 28, 2005, and an amendment to Building Permit No. 31232 Z dated August 9, 2005, related to the premises located at 1755 Truman' s Path, East Marion, NY, County Tax Map No. 473889 Section 031 Block 0013 Lot. No. 004, pursuant to an application dated June 22, 2005 and approved by the Building Inspector to expire on December 28, 2006 (copies attached) . The grounds for this appeal are as follows: 1. The application for building permit received June 22, 2005, . should not have been approved by the Building Inspector because it states that the height of the new construction and alterations shall be thirty (301 ) feet which does not comply with the Board of Appeals decision filed May 25, 2005, in Appeal No. 5680, in which the height of the new construction was reduced to a maximum height of 27 feet to the highest peak; and 2. Ms. Conklin and the Chief Building Inspector exceeded their authority by amending building permit No. 31232 on August 9, 2005, to allow for the removal and replacement of the existing foundation at the subject premises, since removal and replacement of the foundation was not authorized by the . Board of Appeals decision filed May 25, 2005, in Appeal No. 5680. Dated: Greenport, NY August 23, 2005 i JENNIFER B. GOULD To: Ruth Oliva, Chairperson Zoning Board of Appeals Michael Verity, Chief Building Inspector Patricia Conklin, Plans Examiner JENNIFER B. GOULD Attorney at Law i 216 Main Street • P.O. Box 177 • Greenport, New York 11944 Telephone 631-477-8607 Fax 631,477-2601 3 2005 TO W __ ,;;OLD November 3, 2005 Albert J. Krupski President, Board of Trustees 53095 Main Road, P.O. Box 1179 Southold,NY 11971 RE: W. Bruce Bollman 1755 Truman's Path, East Marion,NY(SCTM# 10.00-31-13-4) Trustee Permit No. 5901 (dated 4-21-2004) Dear Mr. Krupski: I am the owner of 1820 Truman's Path, East Marion,NY (SCTM# 1000-31-13-3), my property borders Mr. Bollman's property on the west. In your letter dated October 19, 2005,to the Board of Appeals, you stated that the new foundation at the Bollman premises is landward of the Coastal Erosion Hazard line, according to the survey revised on August 29, 2005 by Joseph Ingegno Land Surveyor. However, the excavation at the Bollman premises presently extends at least 5 feet seaward.of the Coastal Erosion Hazard line and is more than 10 feet deep. Any excavation in this area is defined by the Southold Town Code as a regulated activity and requires a permit issued by the Board of Trustees as the Administrator. See Sections 37- 6; 37-11; 37-12; & 37-13 under Southold Town Code, Chapter 37, Coastal Erosion Hazard Areas. Enclosed please find 3 photos taken in September 2005 of the Bollman excavation. Mr. Bollman needs a Coastal Erosion Permit; before a building permit may be issued pursuant to the Board of Appeals decision rendered October 27, 2005. A copy of the ZBA decision is attached. In addition, Mr. Bollman needs Trustee approval for construction of a new septic system that is proposed in an area of his property that is within 100 feet of the Bluff line, in contravention of the setbacks mandated by Southold Town Code Section 97-12 D. (1)(bb)[21 Trustee Permit No. 5901 was issued based on a survey dated May 6, 2004 by Joseph A. Ingegno Land Surveyor that did not include any plan for a new septic system. 1 A On December 28, 2004, the Ingegno survey of the Bollman premises was updated to show the addition of the proposed septic system; it appears on all subsequent surveys of the Bollman premises. In conclusion, if Mr. Bollman intends to proceed with his project as proposed and approved by the ZBA, he must apply for a Coastal Erosion Permit and a Trustee's Permit, both subject to notice and public hearing, before any building permit may be issued. If you have any questions regarding this matter,please contact me. Very truly yours, 'fer B. Gould Enclosure cc: Michael J.Verity, Chief Building Inspector Board of Appeals 2 -LDING ' Applicant/ Date. Owners Name:.. �� Architect/ Qate Chgineer:. Subm' ed: I.01 4i 5 SCTM fl: 40 v� . District: 1.000. Section: 3 13lock: I Lot: Ljcc( ,/� _ Subdivision ocation: • 75 �� i-t '"'o 1 r✓ _��= !/�. `— Name: r $iti&le&separate Required eerttficatian: Yes f No) ' --= Rc q Rcy. / �� !_caving Dislricl: (Lot size: _ Acluat: �f 7 I II of coverage I'r pascd 9 Rey. '. Rom' C I'rot�osod- Sidc Yar � I'ro osed:_2 I (Rear Yard 35 (groat Yard �Proposed:�_J' [ � P , Project Description: AGENCW ERMITS Permit- . 1tE0UIRED FOR TtEV)<EW N.A. NO YES beg Suffolk County Health•Dept. . 5 • Naw York State. D.E:C. _ • Town Tnistees ' Town Zoning Board approval: • Town Planning Board approval: � L - Flood Plane Elevation??? Flood Zone: No JL"L)- - A - , . 4 f ` � 2��Y)� • �� > L7) e F� /� ,� L _.� .. 00 -_� SURVEY OF PROPERTY WELL r; Q SIT UA TED A T EAST MARION CV TOWN OF SOUTHOLD z .I 1z SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31 - 13-04 SCALE 1 "=20' APRIL 3, 2002 DECEMBER 5, 2003 ADDED TOPOGRAPHICAL SURVEY JANUARY 28, 2004 ADDED WATER LINE, CESSPOOLS & PROP. ADD. MARCH 23, 2004 ADDED COASTAL EROSION HAZARD AREA LINE MAY 6, 2004 ADDED PROPOSED DRYWELLS DECEMBER 28, 2004 ADDED PROPOSED SEPTIC SYSTEM FEBRUARY 4, 2005 ADDED LOT COVERAGE CALCULATION AND ADDITIONAL OFFSETS FEBRUARY 14, 2005 ADDED BUILDING AREAS WITHIN SETBACKS MARCH 7, 2005 ADDED LOT COVERAGE DATA AUGUST 29, 2005 LOCATED FOUNDATION NAILS y� NOVEMBER 9, 2005 REVISED AS PER ZONING BOARD OF APPEALS g NOVEMBER 21, 2005 LOCATED TOP OF SLOPE & EXCAVATED HOLE gyp• NOVEMBER 29 2005 LOCATED TOP OF SLOPE AS FLAGGED DECEMBER 22, 2005 ADD ElD 100' SETBACK FROM H.W.M. & REV. SANITARY SYSTEM JANUARY 24. 2006 REV. SANITARY SYSTEM TO SHOW 10' FROM WATER LINE ALONG WEST PROPERTY LINE p �1 AREA = 9,878.29 sq. ft. 7�� hO• j �'s.c (TO TIE LINE) 0.228 Q0, CERTIFIED T0: �y �L W. BRUCE BOLLMAN e °y�, NOTES: L �'�� `` 4 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 5 — — t' / e O EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: — — F FL- - FIRST FLOOR g �, Water iino�� Gn T B - TOP OF BULKHEAD �( s• .A� IAA. r. : �, G.FL. - GARAGE FLOOR ° �: 'vV.e�ci �- /72 \\� oA° � Sf�� d'W '.Ste�s rw�' ' �� B.B. _ BOTTOM OF BULKHEAD TEST HOLE p \ q� t c� t �� 6•.:. : bf�F:, ' T.W TOP OF WALL \ 1 G Q CaI1 0-'''�'G'✓ � F A Q r '.� J '^ R 2. FLOOD ZONE INFORMATION TAKEN FROM: x � ! �i.�y �".. 115,r:.... el � ;a"ev�+1 a F°J�*�\ �\ x� �•� f� e'g' R7 tfi _ f FLOOD INSURANCE RATE MAP No. 3610300064 G G• \ _ d lQ �iusl�i9T.c4Is...siw i 6 ..�a:a�s"e.`c,.'0 is , ZONE AE: BASE FLOOD ELEVATIONS DETERMINED X \�Qp C'0 950 p<O ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION);9 � S C` BASE FLOOD ELEVATIONS DETERMINED y4e' ° ��• \ �� . ,1'i ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 1. '& ��p 3. SEPTIC TANK CAPACITY IS 1,200 GALLONS. 9 r' •,A. A tP Q to Z 1 TANK; 8' DIA. BY 5' DEEP 1 7 �01 ,� o ? CEO �� 4. LEACHING SYSTEM IS 400 sq ft SIDEWALL AREA. 2 POOLS; 8' DIA. X 8' DEEP O. CONE. PAD PROPOSED EXPANSION UNDER 1`S sa �� 1i� C^� O O POOL do \O v6. O % PROPOSED LEACHING POOL \ � ti 76.4 `�• �� f \ O PROPOSED SEPTIC TANK t-4 O r d' ENO 5 ' �� 1. 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. SUFFQlKCOUNTY QEPARTtJ4ti Y 0 " f,La i \ Sys o� ctn \�e X 6. THE EXISTING SEPTIC SYSTEM IS TO BE PUMPED CLEAN AND REMOVED. 7. EXISTING BUILDING COVERAGE IN'LVRE�ST�QF`�+�F}t`��dr°�!. i=Cr (INCLUDING GARAGE, HOUSE & DECKS) = 1,871 sq. ft. OR 18.9% OF TOTAL LOT AREA. ��ss PROPOSED BUILDING COVERAGE (INCLUDING EXISTING BUILDING COVERAGE & PROPOSED BUILDING COVERAGE) = 1,976 s it. OR 20.2X ..,-_.' q OF TOTAL LOT AREA. A R-A op \d �� HOWN ON /1 2.-� C I 4� ° \ \ y U UNE A5 5 i �i s, ..... HAS ZARD MAAP f� �J O� V ...:..: -f Al EROSION tA H A RE.28'OF 49 0� H. . �'.�,. 6•, r. 1� 0 � �'��!�®cia G��PR� -�_ \... S� 00 ASTA R 640-83 SHEET oc OTO - Apio-zov�D00 \:: .: :. moo.... soy° P TOTAL ra!A"MMMM DIEDROD r0 611u ' \\31 �"T` AL EXPIRES THREE YEARS FROIA DATE OF APPROV A _�� 1• ,�.2 / 1�'�,, 4' CIA• X 6 �OF W1N-OFF (� \\ �oye��FoR aF \ • �.rG> ,T N° TEST HOLE DATA 6Uf�R �o� »i \ �o `y / •)7 (TEST HOLE DUG BY MCI)ONALD GEOSCIENCE ON DECEMBER 15, 2004) CrGPJP 0 Abandonment of existing sznitLry system must be 1n BROWN SILTY SAND PREPARED IN ACCORDANCE WITH THE MINIMUM r +�� rt r• a s ¢ 1p <c.PG 1� ZOG STANDARDS FOR TITLE Sf RVEYS AS ESTABLJSHED comrormance with dcpartlre_ .t.�,� .i.� �aert Saabrni: ooD my 2.5' BY THE LI.ALS. AND A 'ROVED AND ADOPTED completed form WMA- a-,piO3f. �5 'L° � 1�, ` sTEPS e� TFORESUCHASSOCIATION. TH EW YORK STATE LAND , TO PALE BROWN FINE MCDIUM SAND .�f;�`.m•.,,.., .,. �� /, y�P'pq`F- Y\GZ J Q\J� x ��G �5 (/� J III_ 4 '0-\ ° ,r � �� a N.Y.S. Lic. No. 49668 \\ �/'' � moo �'iS�n`".o...— "..,•r��' �; •O \ �0. 1�{E` UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF y SECTION 7209 OF THE NEW YORK STATE 1� �f �nG '� \yg�Y� EDUCATION LAW. Jose I n a V ✓_! �V �,� COPIES OF THIS SURVEY MAP NOT BEARING G� 2 THE LAND SURVEYOR'S INKED SEAL OR EMBOSLan r e �o r TO BE AV A D TRUE COPYT SEAL SHALL NO BE CONSIDERED �? r CERTIFICATIONS INDICATED HEREON SHALL RUN HE IS LY TO THE PERSON FOR WHOM PREPARED, AND ON HIS BEHALF TTO THE Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND y LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT bWLING ADDRESS AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 1 1 90 1-09 65 22-117N WELL- SURVEY OF PROPERTY SITUATED AT EAST MARION TOWN OF SOUTHOLD U SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31 — 13-04 NJ d� SCALE 1 "=20' APRIL 3, 2002 DECEMBER 5, 2003 ADDED TOPOGRAPHICAL SURVEY JANUARY 28. 2004 ADDED WATER LINE, CESSPOOLS & PROP. ADD. MARCH 23, 2004 ADDED COASTAL. EROSION HAZARD AREA LINE MAY 6, 2004 ADDED PROPOSED DRYWELLS DECEMBER 28, 2004 ADDED PROPOSED SEP-TIC SYSTEM AREA = 9,878.29 sq. ft. (TO TIE LINE) 0.228 ac. CERTIFIED TO: W. BRUCE BOLLMAN z1v()-,r E-s1 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CO TOUR LINES ARE SHOWN THUS: 5 )T FLOOR GARAGE FLOOR 4 by the OF BULKHEAD n1c.r. be in b( 'TIOM OF BULKHEAD spx4jd V1 T�X A %jOIr WALL. owfoik County D,31pt. of Health Services. 2'. FLOOD ZONE INFT�MATION TAKEN FROM: Call 852-2100, 24 hours in advancer FLOOD INSURAN�j 'RATE MAP No. 36103CO064 G ZONE AE: BASE'FLOOD ELEVATIONS DETERMINED to schedule ZONE VE: C'�Z',A FLOOD 'WITH VELOCITY HAZARD (WAVE ACTION); TEST H 0 LE inspecton(s). 00 5, �4,�OOD EL - ��1�1 . 1� 7 , FL ELEVATIONS DETERMINED 4 A ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOCDPLAiN. b.qz�� cp 3. SEPTIC TANK CAPACITY IS 1,200 GALLONS. 1 TANK; 8' DIA. BY 5' DEEP 'y 4. LEACHING SYSTEM IS 400 sq ft SIDEWALL AREA. 2 POOLS; 8' DIA. X 8' DEEP JII PROPOSED EXPANSION POOL V 0 0, zo 0 PROPOSED LEACHING POOL coNc. PAD 0 UNDERR y 0 01 PROPOSED SEPTIC TANK 0 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 4 It,0 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. c- � zy, 6. THE EXISTING SEPTIC SYSTEM IS TO BE PUMPED CLEAN AND REMOVED. " 0 A ----------- 0�,601 O'n ryla y N Ice,+j `SHOWN 0 00 7 pp p ,D UN )S\OtA 0A NRZA-�A &V 49 % �AA-aAV� "2 COASIAL TA R0%14 C U, 991:'�6 so. 06 PH 0 > k I-- ;;I� 0 4 4 00 To (Ty TEST HOLE DATA le 0 'OSIC-17 .4' QI# Fo (TEST HOLE DUG BY MCDONALD CEOSCIFE 2YC ON DECEMBER 15, 2004) / I 01 A' PPREPARED !N ACCORDANCE Al,H THE MIN:MUM \ 13011 BRCWN S.LTY SAND STANDARDS FOR TITLE SURVEYS AS ESTAHUSH"D Q, 6) .By L,I.A.L.S. AWD.APPROVED ti Q- 2.5* WOOD FC'2 SUCH USE BY THE. NEW YQFK,;57 FiL;ND 011 16 STEPS TALE ASSOCIATION.SUMLKCOtIMDEPARTNMWOFIMALTHSERVICES PERMIT rM 'IL R APPI )V-SL,31 F C01 -TRUMON FOR A SN-LE mmarx rxscm.7,Ncz oxLy PALE FROWN FINE e 4 (4C) TO MEDIUM SAND R DATF, REF. I 0<A-0 t 50 GAG y y1L/ J�� p0 �a� VED 00 (0 APPRO � 'b0M G ,1 / v�e CIV \N�,p "4, -�, 1? 4 �) �cj "D, 41- 111$ �0 uj%lop-�-BEDIV oms+ 10 > N.Y.S. No. 49668 EXPIRES THREE YEARS FROM DATE CIFAPPROVAL 0 41 UNALAHORIZLD ALTEPAIION OR ADDITION o T IJON 7209 OF I 0 THIS SURVEY IS A VIOLATION OF SECT THE NEW YORK STATE _.�..�_____ .0�, /�� h� o �y 0 S 4*9-1 Ao . Inc .,.Uno EDUCATION LAW. \cl COPIES OF THIS SUREY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land r vay o r C:) THE SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CLR[iFICATIONS INDICATED HEREON SHALL RUN wl ONLY TO THEE P-WRSG N FOR NHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE Tit,e Surveys - Subdivisions Site Plans - Construction Layout TITLE COMPANY, GOVEFCNd„ENTAL AGENCY AND I ENDING INSTITUTION L:,-IED HIEREUN, A".0 10 THE ASS,GNEES OF THE I-EtZNG PHONE (631)727-2090 Fax (631)727-1127 TJTION. CERTIFICATIONS AKE t.)T TNIAN',iL,,ABLIE. OFF-ICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF kIGHj3 OF NAY 322 iZOANOKE AVENUE P.O. Box 1931 AND/QR EASFvLNTS vF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901- ANY, NOT SHOWN ARE NOT GUARANTEED. 0965 ti2- 117 11, SURVEY OF PROPERTY SIT UA TED A T EAST MARION �o TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31 — 13-04 N o SCALE 1 "=20' ✓d'{ APRIL 3, 2002 DECEMBER 5, 2003 ADDED TOPOGRAPHICAL SURVEY JANUARY 28, 2004 ADDED WATER LINE, CESSPOOLS & PROP. ADD. MARCH 23, 2004 ADDED COASTAL EROSION HAZARD AREA LINE MAY 6, 2004 ADDED PROPOSED DRYWELLS DECEMBER 28, 2004 ADDED PROPOSED SEPTIC SYSTEM FEBRUARY 4, 2005 ADDED LOT COVERAGE CALCULATION AND ADDITIONAL OFFSETS FEBRUARY 14, 2005 ADDED BUILDING AREAS WITHIN SETBACKS MARCH 7, 2005 ADDED LOT COVERAGE DATA AUGUST 29, 2005 LOCATED FOUNDATION NAILS NOVEMBER SUFFOLK CO", `D' ZONING PARTIVENT OF HSN TH vERVtCES NOVEMBER 21,2005 20 5 REVISED OCATEDATOPEOF SLOPE & EXDCAOVATEDPEALS HOLE NOVEMBER 29 2005 LOCATED TOP OF SLOPE AS FLAGGED off. O, f%pr�a�tsf^°L Or COtISTRUCTED WORKS F DECEM ER 22, 2005 ADDED 100' SETBACK FROM H.W.M. & REV. SANITARY SYSTEM G .°' 00 A4 Si GLE F'• ;'/,LY RES, pE�JP�NINA�Y 24, 2001 REV. SANITARY SYSTEM TO SHOW 10' FROM WATER LINE ALONG WEST PROPERTY LINE ;e « FEBRUARY 1, 2006 FOUNDATION LOCATION JANUARY 30, 2008 FINAL SURVEY QQ h Q / ZOO , �„ MARCH 26, 2008 CORRECT WATER LINE LOCATION INTO GARAGE APR 4 ZO �. . �. �r . kI o-0 �-o) So �� GjQ• l AREA = 9,878.29 sq. ft. The Mwe e,dis�a�+!and M2tC QR hP, (TO TIE LINE) 0.228 aC. a r.,,' ..;�tt" At tuts 100SUM ha99 bM I tspec�d artd;or cs tt�ect by Uhb t3cp;::�rr,jt or Aw CERTIFIED T 0: y C� �1Ck 6 End 1`'Lnd 60 bO Wgrct,^ry FOR T'ITAL.A W%4.OF x ."� BEDROOMS. W. BRUCE BOLLMAN NOTES: e cam. 4'� ?ter J.f'f? f?ii�P. .�{ilis<�' 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM pc J �(�Tit Of V'd tQ+" `!t,P. E111�' ^6"�E,.,1� EXISTING GRADES & CONTOUR LINES ARE AS PRIOR TO START OF CONSTRUCTION. EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: G *. - FIRST FLOOR - GARAGE FLOOR - TOP OF BULKHEAD — BOTTOM OF \ X - TOP OF WALLBULKHEAD �G• 9• �'� o�G.� a 2. FLOOD ZONE INFORMATION TAKEN FROM: �y co •.� �e c��o y FLOOD INSURANCE RATE MAP No. 36103CO064 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); o i Cq o O`� BASE FLOOD ELEVATIONS DETERMINED �� S ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. Cp �4: �$ ��.. c9?y �1P��J �, d, SEPTIC SYSTEM v o _p f TIE MEASUREMENTS � Wp00 0 CONC. PAD 59� O O �NGE °cry UNDER ry y >. �tn HOUSE HOUSE y0 CORNER ❑A CORNER_©ro _ SEPTIC TANK T ' *'0" £ �F OUTLET COVER 36.5' 16.5' 2 s LEACHING TGyo�Fp�' m POOL 1 21.5' 12' O �0�i o LEACHING o 39, 26' / POOL 2 o� F '.• d �. �Na�•00 °°o �yo`� OWN ON � e o y� �11Jff AS SH O� °"� $ y �o°PO° OSION HAZARD A j M OF 49 o® R� ^ COASTAL ER0S10640 83 SHEEZ 2a S�y �o �eP�ER�P ti S��01�' �o° goy PHOTO No `� 00 �P n F�P�� i °yo t11 \G Sc E OI osp n ti�OF-G •y�9 � 1gt�0°O Qc� b `•Ft� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 2 J ° BY THE LI.A.LS. AND APPROVED AND ADOPTED 0• �� S�A�F �G �8. y G FOR SUCH.USE BY THE NEW YORK STATE LAND WOOD may TITLE ASSOCIATION.. Apo STEPS �ti ��`•f 1> +: ,4: ) e 3,JL00h \ �< r L 1' O g�c. �lV Lv QO A�• FG�G•Gk, p0 y�P� r' � (0 OF Sbo ti�PF'�`�y �� A9�o �Oo �Py y�P.*� \J�o Soo ,all lip �' O��G\ ��``°' *'�L p.,r�%� t.+ ✓' N.Y.S. Lic. No. 50467 0� °o') UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF •�� + y{ SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin III n Ax tk ! o?r EDUCATION LAW. Ar l�!-•J y COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor I�c`V -•J ��' THE LAND SURVEYOR'S INKED SEAL OR OFG��G TO BBE SA DVALID TRUE E SEAL LCOPYT BE CONSIDERED CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY � J IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout `YYY TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 22-117C ,.,... �3� ts za mw ,., ��Ll ..1. 4sioi MT .�. ,... .. .,.. E r ' ii r ! I r ► k � 1 r v. . 4 f" --N I CERTIFICATION OF m _ N A ILING & CONNECTIONS a ,. .. .t REQUIRED, F ; O '. r, > ALL CONSTRUCTION SHALL w w.._ M'tE1 THE REQUIREMENTS OF THE w CODES OF NEW YORK STATE. cc 0 we . p"COUPANCY OR US F IS VNLAWFUL WITHOUT CERTIFICATE a PLUMBER CERTIFICATION' ®F OCCI ► CY ON LEAD'CONTENT BEFORE CERTIFICATE"OF OCCUPANCY IPANCY SOLDER USED IN WATER APPROVED AS NOTED SUPPLY SYSTEM CANNOT DATE: , " EXCEED2110 OF 1%LEAD> B.P.# COMPLY WITH A 3 FEE ` c BY: NEW YORK STATE $OWN CO F NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDIT DES 765-1802 8 AM TO 4 PM FOR THE IONS OF FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED -- L•..,._SOUTHOLD TOWN ZBA FOR POURED CONCRETE SOlJTHO1D TOWN PLANNING BOARD 2. ROUGH - FRAMING & PLUMBING PLUMBING �-� _ 3. INSULATION TOWN TRUSTEES 4. FINAL - CONSTRUCTION MUST ALL PLUMBING WASTE � �,�.0 , &WATER LINES NEED N,Y,S DEC BE COMPLETE FOR C.O. TESTING BEFORE COVERING ALL CONSTRUCTION SHALL MEET THE € _ N z REQUIREMENTS OF THE CODES OF NEW ; T D4n,'crn INITH YORK STATE. NOT RESPONSIBLE FOR ®R N(`F r VEY DESIGN OR CONSTRUCTION ERRORS. ., I OF E UivUh i ION LOCATION HAS BEEN APPROVED. l � r r xg® ,. . i� Y DERRS CERTJF�CATE REOUIRED RETAIN STORM WATER RUNOFF l , PURSUANT O SECTIONx �510C P OF THE TOWN CODE. - FLOOD DAMAGE PRF1fFN""I"IC SOUTHOLD OWN COD o _ Q , .. .,.. c S. .: ,.... :;.. ., e r :,:. o, ,5 r•4..1 IIp ae u 1` I , w „ s:. t > W INS PIP LU f{ will t: s , I ,+.,,: � ,5.5'x.- .. 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' ._ e. as . , F , >f ><w <.a -� i I s. s OQ co to 9 LL a , < cc s �+ Ys, !t1 s,a r { r i m vr, r M I; , N' x , a : �• Won LL) tt CL r z;, .': ..:� .�.r':H. .a€. ate•• .,;., 1 ar':-. � li ,,. �: w;... -.... ..r .>•..ak.. u � „„- <:.:. `s ,. .....,.. .,,:; .. _.: F. _. .. Wk u - . y - �.111.1 ",:,q, I I- , �V "t I 4 IR W, 7, �0 " WITIA JA � 11�41 '*Inl � I .11 111� I".' - " "I, ��-,�, ` ,,, I ZIRRV,-, , , . F"I" ;� - '" -w-'. "I q ",� . I I �! �� ", " - ` ': "V 1 '_1 : � �,,�,�, � -,— � n,'e�,, �� I "" r I 'll I 11 ` - �, � ,� , '�7 'I , 11�_ ,�-,, ��, M .-, Nk �11_1 -,,,,�,�,-_, I, I� I �, I—— V 0 I...", X - '� 0 , I I I �� 1MA : �, I I " I I , -, I 11 �, 15N I � 'If I , � � , I :, I � �' '' I Al � ", � ,�:� 17 1-111 _ __ . 'M �, 1�� I -1.1 ,��, I , . "I","',":: " � , I,��, ; 11...... 11 I-11- 11 .� 11 , I _,� 1, �,� 1 1. - , � I I 11 I..... I��"I��,:11 I I, �', 1 1 ,, I I ,Z --- I � � 11 , ; ,�� "i, ,,��rl� ��, -,,� ", ""': � , I I -_ ''I 11 � , 11 , I I �I I'll I..... 11_11- "I'll", I I— I , : � L!, _, ' ' , `�_ - I . 4_ I � I I �;, I � I , , I � 11 1- I I ''I . , , �11� - ,� _�: , � W _. I . 11 . , � 151-531 � , 1. 111, I , :. ,,'Ili I I . I - - I k ., I'll ,�� .",7�1 ,, I !"'I".1" I M, 1,nr#A2T1h4CT3MN I �, � - �4 1 GENERAL FRAMINGNOTE ��_ ,� �_ , �� 1 If I� -, I I 1 L - , , OTE , . Iwl�-� - " I . � � , , - _ __ - I 1-1-1111111-11 �� ,-,_ z,,,'��,,�, � I I , I'- , rm:�,��",v,� � - k � ,�,�" �,;, �,, ft,_� 4 _�;� I "r" ,I�N A I L I N G S C H E D U L IS I , _,�,.�, ,�', -�, I� ! - I � I I I . , - , - I � �� 'i, *1 LLLL I �,,� � I M r�,�,�,,, *11i:'11 � 44§1 `� `�,'�, �,, i""',4 "! 0�1 . - F , `� ,_�, -1 - I I 1�`�" . ,,, � 1 ,,qw W I I . �.I t _',�,��_ I 1, 111 I 'i �11 �. _ � I I - I I I I ,�,�,,_��, 4 _0004��4 ,,,"4 - � .1 ,�-1�,�, I I I I I'v 'I', - , ,,, - ,"V , 4 . � - - I I � I - , ,4'; I NCLUDING 3,3 AND 3,9 , - , �,,,4�,-� , , " ��or b0br 16",Dlc� All other framiN 0 , -7-M!", ,�011_ -_ 1 , � I I I I �K,��,, I "I!, 51�` to I I 111r7V111 ""I I - � '.1 � ' , 95 S BC HIGH ANUAL I I I I � I � I , , I ' ' I I I I - I p I �`* 11 � 4th current New York _ ", I I - JOINT OESC RIPTiON - NAIL QUALITY NAIL SPACIN - t� , p - I " � 4411 , ,, I ;,� ood building practice and compliance* a : I :',_'r',,g � - '�'I�z ction aid,not a substitute ` , be'#2 douglas fir oil b..,,' " �' ' `�,"A"'i, " *040 � . � ,,� 'I�The information on this tetbf cd ion do relate basic design .. 1-1 1.All waits,2x4 and 2x6,to, ,' '�,,I A 8 L E 3 1 , ,:;, '� I I . I - � I � .1 I "I'll " cu�`fs to 11 " I material .', I I I I I ,, , � '.;� 1- ,� - . 4,1 , �W__-I - I VV IN 13 E DITION W 000 FRAME CON - I � " � �, __i intent and framing details. The are intended as a constru '110.1*4 , L__VV "*1 I�_ �_ kl .,� I y I 12,1�4 11 - '� I 11 � -1 , � ��'�4 k" ,:� 1W ,�,,', I ,� 11 I I I - i I , ,�, , 1: I �, ith I �', , �_I' I 1 neral qX* ,� isible for providing standard - I 1 2.All wood framing in cont " conc= 11 I I ' " � I � I -, 1111 I - I 1, I ROOF F R A M I I I r i I �, I "IF " ��, ,r------ ,actor is . � 75 1, ,r' N 0 1 1 � � ,,,,111�1_10, "I I I �, , -�,,,,,, i I , I - � =iIiIai , � ' Q JL ,f'll � ,11 -`r � .-�,',�, R A F T E R TO TOP PLATE TOE , - � � �," I Q �, I y nished, structurally, �I- 1 ,- 1 A L L 3 ad P F R R A F I- R I I' , I'Y li � , �111 �111. . �: I� I - �,, �� 3. Provide double floor joists under all walls floor joist span direction unless �' ,AW ,61'-0" V� A L 1,� A-8 d P E R ,R A F T,;;:,,� , � L I . .i, , , � I � I ,, rid, I Ic ' 6 E � - R JO IS _,_�� I s , I o to E ILJN G JO IS T 'TO TO P P I A TE � � I I � `1 ',t'��,,11 I ,othery I I I I . 1:�: "INN,t"? . - I . I � I 'r � � I�1'IV"1, I , _�, I, � , ", 1. , _ Ase specified. I I I 11 ,- I �j I -0" W A L L, 4-8d P - 15 1 1 1 1 .1 ,_ I - ."I ,_ 111�111 I I I I I I 4111"I I ` I I , I , I I I 11 I I - I , ,!�, X111 I " -�M,;� I ?�,- ��, . I I "., X,r C E IL,IN G JO IS T TO PARALLE L RAFTi NAILED EE TABLE 3,7 EACH LAP , t 1�;�I I -______ ., ,, I � ,� .,� ,44 AM _ I I � " � I � I�*Iiorar I ! �- �',7,-, . �, ,. E IL IN G JO IS 7 LAPS: OVER PARTIT16NS F A C E NAILED S E C' TABIrF 3�7 EACH LAP , - �', , -"�, I , �k I 4 �, y "" ',_ �j c , � I , _ 't� �I., - I � ,"" � ,��111 �, "I i_ . I 11 __ , ", � ,I "I �,,_, I 11 " I - � 11 � I I I : ,_1 "I Idicin b..I,11 ''I INIZ1�1WY.-T! 11" �. 4. Provide xwbracing or solid blocking at a maximum of 8'-O"o/c for all dlimei 1��,v� I I I I I I 11 L", I . ' , , , intera 6tween Z-L",4, 1 � ,I I I COLLAR TIE TO RAFTER -I-A C k N A IL E D �t E TA13LE 3�A PER Tie ,� I I I I I I ,�, � L" - ':" �,,,,. ,;,&' ,:,� I , lumber flow joisft. I �- I BLOCKING TO RAFTER I .1 I . � I I .i_,1�1�I � I ,I:'�� t",,I�,.'!�,� , ,: 1 11 , 1,�, ,:, , �_�� 't, . T 0 E N A I L E- "� 2-Od EACH E ND �1', � I, �I-, ,�i_ , I - � 1, - " , , . �- � I * i , -., I I I I I, I I I , �,M � 11 " 1 -, I I I 11 ..� I I � ,, 1411-t" �- ��,rA4._ 2- � - . I r, t I I I. I" I � ��"I �i ," I I I ,�:z e, R�Im B 0 A k D TO' RAFTER 't N D N Alt E b 1 6 d EACH E ND , ",_�r I - �-- . 'I I I I 11 I � I'll _1 - - I 1 13.The general con I I Itsponsible f6tensuring,that all work and construction I 1,f77 I ,,7' 771 I,� �1,� I I , �.. 11 I 111'��, 0�1 I I ---------�--�,,�-----.--"�,---�-,---"-----,�----,------,-----.---�",--,,�,,,-,-.------,------�--,-..,--------,�------------.----------��--,--''�....-___-- -".�...I I meets or exceeds current federal, state,and local codes,ordinances and regulai S, 1 5. Flo . Finished material to be -A,- —4-1- ------- I . I , I I I I ,or construction: %"tongue and groove plywood sutilloor I W C� F R K 1 N'd 1 ,, I I ;� " � I I � ", 1,tf,,�� I ..�,:�,Ir�,,,�', - I ,, � ,�., .. 'F A C F N A It E 0 2-1 ad * P E R F O 0 1 ,'_ L.��_ ,�j� , � I " , - .1 �4:�,,�,;, TOP PLATE TO TOP PLATE � , �, i � etc. These codes are to be considered as part of the specifications for this " ' - - applied over subtloor, Glue and screw plywood decking to floor* I ","'_ : , I 1, 0 � ,., �, � k � `��__, , � 77 �F A C E NA IL�D 4-16d JOIN TS ,�'' ,. r- : ,, - - � , TO P P LATE 8 AT JNTE RSE CTIONS 14 ", , I , ��: I I� , I . I .1 - : . E ACH S sDE , '!�I ,w 't L :,, - I S . JoT � I I - ;11 � . - I I�� 1.�� ", STUD TO STUD F A C E NAILED 2-16d 24" O/C plan. ,1:, 11 ,- �-,_ and should be adhered to even if they are in variance with the I ,�� M I I .t .1 1 '11 4 "�,. .,� 1, . � I ,� , HEADER TO HEADFA F A C E NAILED 16d 16" OIC ALONG EDGES � , , ;,,� 11 11 .I'� 6.All window and door headers to be minimum(2)2x10 unless I, ;, 11 , I� � I � � � , " - �,��.Y,� , � I I , I �r� i �' IIII - 'i ,4�' TOP OR BOTTO M PLATE TO STUD END NAILED 2-16d P E R 2X4 S T U 0 , ,,�,i W,0 ed� , , 4. Dimensions shall take precedent overscale drawings(do not scale draw-vings).I All interior headers to be(2)2x10 unless otherwise speci I I- _�,� ,� t .';'. I I " : 4 �� ,14 I � I � , _15,�,I.� I I 3-16d P E R 2 X6 S T U . ��, i , , fw,.�'*.,,"",q,-�,--,,��7�,tr!"-�,�r-�-,#-,,-,,,- ,, i `4 � ��, ,�t , � 11 '�, � ,,, , ; ' 11.�,, .1 -- D I I "'Al I -- I , 11-1 � - - , , �,,,,,��g .� ,"" ,�'V-� I � I .. - - R 2XS S TU D 1 I - �� -� I ,�, I I ,� ':�";,, ", ,,.,—�,� I 1 4 16d P E -1 I L... I 5 Tt,,*-o ,.struction supervision and assumes � :,�� - 7. Provide full solid blocking under all bearing waits. I " - il I �' I _ 0 ,* no _%,� I BOTTOM PLATE TO FLOOR jO IS T, - I , I'1�11 _� ,, -I�-'__ , .. :�," I �� ..._ ' ' I' �*Ilr 1i L� =MWI .I I . , - ,w.has,not been en"W4,*,, w �,,,,,,1� "��,,;_,�,�%) - BANDJO'ISI, END JOIST, OR BLOCKING 'NAILED 2-16d ' - P F R F 0 0 T��,�`�`�� ': ",; v�� -"", 1 '2�Wll I __p , �_ , , "JV _ , -I - r �; 11�1,, ._11�ww; ''ILF- �, i _1�1 iiIip�`,"Ift" 'i ��',*`Osswtion COO 0"W'st � I i�Wul 11 I �e. , , 1_151�1 It ':�,r' I 1, " i �`i.'� � I "_ ,�� .T �* hese plans, nor responsibility for , "W'��7 ,"" � 0�� - ,__ " �ft with t _ �� , I - ,, 6 -- " I , , " - ,"I , ",_,� , �* � -------------,----------,------- __ ---....I'-----------_-._____-_---------___--------_____....___ - I --I---'- �' ,;;, _________ ,'I , ,__� I� � ��:,,,`,' 8�All beams to have adequate bearing at each end or as specified. �-4 _,!�,',�,_`". ,� FLOOR FRAMING -� , -1-1- I , - lik .'*' - i �, _1 ,sequences,or procedures, or for safety tA,%Z_1� - __ K, "'�"_ :1� , -0- 1 ,* *000068 1 11 I I - I- I , i 4 , iltiods, 1 - - I I .,. W""'! � 1�!" 4-8d P E R JQ IS T �,�� 11 I 11- ,-',,, e J0 f;�%,;� P��4 I OIST TO SILL. TOP PLATE . OR GIRDER I �"%A ILL D I � .1 M i 0� � I - � , - __*X_ - -- I Is and programs in connection with the work, There are no warranties for a I I -,�' I , I�,_�� .111* ,- I�� '012 - U.1 = 1�111 ' ", I I "W'W-1 11* - I I I �` 01". -111-Ift, '_9, k* � : ,lr�111 , , .", ,. . �11*�In 11�1' 2 Bd�,%X EACH END " .1, a FIR )GING TO JOIST ,tO't NAILED "I -1 I . , ___ I I � _ 01, ,. soedII16 use expressed or implied in the us , -1 1: .1 11 11 11 I I . -'7 TO JO IS r :TO E N A IL E D Z � I E%C_H P N D - ,� '. - r,`.,�_ �_ , 9,All flush beam and joist intersections to have galvanized hangers. ��, ,�,,��_,�'SR B LO C K IN G _k5a I I ,�, 1-1 e of these plan%,., d, ".1 11, I. ,�1_111w, , -,-,,,,. I - ' . .11 4, ... � 11, .� 0 � 't, , t�,� �,�i#� , � 3-16d H 8 L 0 C K - 11: . BLOCKING TO SILL OR 140P P,L�A IT,Z� .1 TOFE ii,AILED 1. � �, ,� 0 , , � , ,� � ,,� ,_', 0," 11 ". - I, I "I'll I'll, I-11 � ��- ''I � .1 I 1. � 1. 1, Z >_ , I I It "'. ' I LEDGER STRIP 10 BEAM , �IFACF HAILED I 16d Z`1 H J 0 IS i I ;v I '' ;i - ,I�', _ I ` I 1� �� .. I I - 6, Refer to floor plans,exterior elevations, and window schedule for types and sizes 0 r� I O�Typical exterior walls and roof to be sheathed with%"exterior grade plywood o �� 11 i ,JOIST ON LEDGER TO BEANO IOE NAILED 3-8d JOIST "',�v -� UJ ,-� , -4 . I ,""' - I I ----- I- , � I , I'll - �il L " t , 5-18 I - �, ��;�I I , � 11 I I � � 0�#...; jO IS T - , , � I " ,�,�,,, I'll 7/16"OSB plywood,group 1,APA rated. Plywood to span over all plates and J"a A N I) J�O IS I TO jO S T 1 71EN 0 N A IL t D 1 3 16d a windows. All windows to be Andersen high performance quality or approved equal, , ' , ,1� I I . 11�11 I, - SAND JOIST TO SILL OR FOP P tA TE TOE NAILED 2 16d P I-R F 0 0 T I 11 �-�P �,Z:, . I I I I 1, , I ,�,,�� 11 I , ,, ''I �� - � - headers. ,� , - , , I I I - I (0 ;� 1 4�," ,�, 'A- 1 I - , I� 1-- " " W - �. i f . -,---.-.-,--�.,-,--"�1-1---,----------.--�--.�,��-----,-�--,�-",-�--,.--.�---,------,--�-��---�--,-,------ I " �z.;. Z � ` , P, �r � -1-��.-------.-----------------,-�,-,�.�-�----,-,-,-,--"-,--�-�'- __---------_. , , ,, AU;��,�.,k;1 "-;,i� ,�,�,;�", 1� -,1''.--&,,"',_r 1�: _!z " - , - � 7, Door and window headers to align W,*4 ,_� H , '4�'& . �,, 4w -1 � � ROOF SHEATHING � ___ I 0 .I� I _ -,- �, I 11 � , 11 . I ;�e��' STRUCTURAL PANEL - _�' ' --- 1 , - , , , 1,- 477,79qMW W'%`0`_',`� 5-1 i�-,M;_1""R'LL� I 11 ,4 , 81 �__` , I I k,I-,�, , ,4,� . i�_I!__Ea19_E!_1E R , D q.!-; - I 6' 0 0 C - ' T P A N E I I " _',_A � ,,, 1", ,_,� ", � .. __I ,'L-' I - , � , , 11 I , .r _. 1 1, Provide insulation baffles at eave vents between rafters. . �;� I � '4� . ____L_ __Z�N,E_ 6 A - � � . " , ,-4,�*�,�..,,� . -A"I I __1171� : - S AND AT INTERM EDtATE SUPPORTS IN THE , -, 11 I - "I 1� I ; I I � "I �� _7-.�A�... . -1 S, , 1, I , ,;� I X "I� � - I ,��Al f - I I �1,'1111�;Q,�**k5��I,_�N '*W" � 5, i " 't " .I "M " ., ,�� ., " i I& ,- ., , .. _ , I, ,,,A , ,�, - , , , , ,� 1� I I ',�_ - , r � ". - ,,:�, , ,-� ,- , i �`, - - _V .I �1'.�.. _ �. , . I �1.I X ,, -, W,� I - , � I'll", , ,, I I I 1, ,�- I � L �, '11�:_ F 1)G E Z � - I I sure that masonry gild prefibilicated'44place ,,�L _-�,4� I � _ - � I 1 14, 1 1 8d P A N F. L F IF L 0 1 < 8. General contractor is to en .I I ,Ig�, 91s".�&41;04"4" ,-,�;L, ", �-. I I I - �... -_r - 1- ,.-, - 4 , , , �� 1, ,7�7,,T- -7,-,,�,7, -, " . I "" ' I I I " AT PANE ( F D G E AND 12' 12, Exterior flashing to be correctly installed at all connections between roofs, walls, �: 7 ,,, -,-�Pt,-N�,,,;,� 11 :1�1�1 ... construction meets or exceeds all manufacturer's specifications and applicable codes. I , 1 ,�,.1, - 7" '. , . �%.. q �N-!!--R!_Q.RrZ�p N-E I 6' O/� � r, S i —.--------- I , ad A T IN I F R M I,' D IA IF SUPPORTS IN THE, PANEL FIELD § I chimneys, projections, and penetrations as required by approved construction e A'_�,__�i'__�'�_ I FOR ROOF WITHIN 4��O` Or TPE PERIMETFW D C-F--—'---'---------------L-I-----'-'I--I--- _J 1,- , _ AN , THE 4'0" , SHEATHING ______ -,ED—CIE�-ZTP--f�-f-c-fi-,d,-d-F,-iwc,—i-UiT-I-i�,-��,--4-,70----Ow--- )F THE R 0 OF P E 9, General contractor to consult and coordinate with the owner and the plans for all practices. PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL Bu USED I ,_J (n , '_ � , I , . ' 10� < :, built in items such as bookcases, shelving, pantry,closets,etc,�?, I 1:�, ""� �, , . ,� , , * � IL I I I , __ _ r� I -, 1. A _� — ---,—.-.—.,----,----.---,-,---,--.---,--------'-----'�----�-,--�---L,--�--�_.-,_--_��—_ .,k , , � I � , ,�i.11 , �_Z`3`,L_��',"'j�e '' , � -------__ " �' , ,-, _%`,j" ., ,� E " I -, c0i LLJ ., I . I I I * ",, ,,� " � ,, 1*11V;46ot�,,� 13,General contractor to provide adequate affic ventilation and "' ' , �]4� d; ,- I . I 5d COOLERS 'It W A L L 8 0 A R D ,�, 1,11`- �,"V1&i'� �,,`� I , I -,,,J� I ,�,: , , I,� , I -1- ", - �� I I 1 7" EDGE I 10" FIELD ,,� � , , , , , , I I '' - , -_ - �F il I ,�.,NLO ,`,.,�t,l ,�;�,1�� ,�, -i , - � 1, , �, �" x, �r11 � ' a I I , � � - X � ` � , 3,� _,��t ,,`�I,�7,,,! , `,,`�t,4 4 , "' '' , ,, 4 -6 E I—LI N G-------------- ,�,-, ,7 %,14 �4� I'."'IV ,ILING SHEATHING I � �� _, I . �, �, t - , � , , L I . , "'�r A� kL ., I I I 1 0. Provide hardwired smoke detectors,with battery backup, on all floors and in t � ` I � - , � __________ I I I I I _______________�---,---�-,---,�-,---,-.�--�,-�-,�_________._-,-,�-,---,---,---��--��"---.---,---��------.-,�.--,.-,.�-----.�,-,�-.---.�,-"--- ,,,�� , I �&�� 1, ts�',- , , I I" I � _ I '1� I 1�I V��,I .1 S H EA T H IN G I I'I., "I Ir,�, 1�1,I I i 1 �, �,� �. 111" i t'. ` .",t�t�P�4�i',-,� I ��,I I� I,- ,"- -1 11 I " , _I 't " I ,1� I 11 '-' I, ",",, � � ;,, NT, 7,1 , ection R317, New York State -, 1 14. Provide appropriate soffit ventilation at overhangs.. . , 'X "_'11�� ,�." _�,- k"'. bedroom,verify with local code requirements as per S, ,"%�qv,, E �, C �,, ,if - ,_�,_ 'r. TURAL PAN L&''�Wl 8 d 4' EDGE ZONE - 16' O/C - 6" AT PANEL EDGES AND I2' , - '5 XQU5 ,,:,Ifl!'� , , , .7 _WF I 1-1 I %I- : , , I J ,�', '.il.I�' _1 ,_, - V __i7i�'W _F7ATF Fit I 111��I�"�,�11"4,��,".,��,-, , �tY%,, ,-4U , 4- r"i; -" . f IN , , S U P P 0 R IS IN I H f. P A N E L - -,,L n ,,,'" I - ,. ,, , 7 � �-, , , , -t �,� ,,, ., �, h - - _ 'd__ I-. _.____.___ �4 o �� .11 I � I , ,�*, 0 Irl W, � - , � � ; I � ;,:�' 1: A ,,I p�. I I I , IQ W� ?�� , , I �:,; I �, ,I Residential Constirt . � "iM GENERAL PLUMBING NOTES " ,I I " I - OIC - W ,,WCode. install carbon monoxide detectors as per code. �., ,�R ,�, _4_,_ I , P - .NNW 1_ I I 11 - , I I .1 , I 1�, ,� 8 d IN V - 16 - 6" AT PANEt EDGES AND 12' I � , -, �,,, - �� I 1 I I J� , , , - 1, I I " `�j,,', r��_, --I -1-1-1.. r - , � - I - � - "I . , �,� . ''. , I _j�Lg __�_q _!� , , S A : ��1� � - 11 -'', I .. k -, ��, __i __N� _ � . , " . I I 'i ,-7,.. , _t'�' I I �� 11 ,� I � 1_ , e� "�. i, , , - ,,,,, I -. '.4�� ", " "Ill- , I, � - I , '. .� ,��T _�;'� I ,;;�� I � , 11 I -,�1! - , -I �11"�1�1� M . ,-��'. J *� It, ,,,_ - , 11 ,1;1,��,�J��,,,,-" I I AT INTE RM F DiATF S UP P 0 RTS IN THE- PANE 1. F IF LD "". f- � � ,�1_ :�� I � �I . I � � , , " -, ,,,+'_01", , - `Ll�t-.,,., ,"-on 4-- � I 1,�, 1. I 11� 17116- 6 d 3' EDGE / 6' F�f L 11 � �, I-— ,�:, -I � ,I 1, .��,.,� I � A', " I , � � � " !10V ,_ " ,�� , �� , , ,k'�_. wkz ':P""I" 7 � 11�'.- ell- - , ,*��, . ," ,Q , - R 9 0 A P A N E L ' , N ,� .I�'��4�4, i - ," " � ...�,,, I �11'" , , "-4, 1 L �. -,-^1��--- , S �c 1 ",,,I 1,11 , , ��.,, I -�P I 1. Plumbing subcontractor to be responsible for adhering to all applicable code I_.- - I . �- I - , -1 "I '4�, , '% 1� 11" I 11. � , NN , ']� ,�,,_. � ,k.�,'P F I B E 1��,i� -�� )�', �;��,�+,p� " ,�Tf , � 1� ,� V 1 A, ,"T �e-4r'Wf, �, ,I� I I I 11 11 I - . I � 1 I . I� I 11 - I . �'1�11 ad 3 F 6 11 F E L 1) ,.� , . - .1 - .. -��-n,�--" : -, , ,%,-: I ,,, �� '5 1 i- , V , � 7'. �_-,�,;�,)��,�- ,� � , 11 ��,&�r,,, "� ', : 11 , GENERAL FOUNDATION NOTE I I � -C �� - ,�7 and 2 5,13 2� � - IS ,u - �, , , �� , ; (�� I 10" F IEtf) � , i,_-1,"'OWW"" .- ,�, - _,� -, I� ` -, , -,,,��,� _,,�� , 4,0.,,��?,'�: , I ., -� ,,,, - �,�,--k� ; 'A "$ � - " ,, "i" i 6 _71"'i � 11 k,I _f�Vllt� , ,, , � ".�, ,_ -W , , I I �_�, I ,�,�,�' � - . .A - "I - - ,," safety ro uirements. , �, G Y P S U M W A L L 8 0 A R D , 5 d C 0 0 L E R S I',�I ,i,�D r, ;;��, �, � " - - k � 11 , � , � :�-,;,,�, .t I - I 11 �I --�, I I I " " ,�� - , ,; 11 -__F� - - - ' - - I � � I'll, 1 71F', - E ,,,q "I� � - I �i" I I � ' , ,�_, "�,, , , . 11 D 12" v�ll �_W� _,,,, , I ' , ,`0',�� _;� ", �, ,_'r� :,' ,, ��, ,,, ,��!., _� '"', , I �N ,-,-,p� ,,, - �;,, ",, - - 16" O/C ,, "�� -4 1 � , - , _ �- -, ', , , ,v"' I I _ __Q�---____ "�i' - X ,� �J 51� I Ts 1, At- � '151*1�'ll,�"r��",,,,.""�-�t",-V*",�� , ad XG E Z NE 6" AT PANEL FDOES AN " - " _`� � , " �, -��- f, .,- I __ I " , - - , ,� , ,,�,i�wrio��,,,- ,�1�111,,_T!l 1 '114 TE R M E D IA T E SUPPORTS IN THE PANE I, FIE 1-1) -,,2� ,,p" *r_ d - �� 'I, ) , , 00,',,'i%,"3 , 1. General contractor to review plans,elevations,and details to determine intende ,, � ,,� , , , , , ,,,,, "I _ , , ,�_ � _ I I , , ,, �'' " � I 1.,,,, ,.'_. I � 1 ,�,�� " ,.�� ,-�,�" HARDBOARD � I, _ , Z, , , ., - , A ,� -,- , - , , . n , ,,, - , I - I I �:, L'� ', lrd 1:��I 1-- . � I I _r "�k� ��,g 11 I 11 _ O'� rl'� wo � �� , , ,1*hiiitWlation of plumbing fixtures'or � . I INTE,RJO.R.4,0.N E - 16- 0/C - 6' AT P ANE L E D G 6,S AN D 12` .;� ��,k,',,�, , , - - , I � , , , CL,1 . � . ; , R, , I I I I I ;,*,R, i7,,�-,�* , �ANE - L D ,�i��, ,1-1, �1,i , � , 1 ,-0. I I., I I I 1, J',;"�,��,,,'� , , L` _�-.),r,.,,., - � I I I— . ," 1, ,� *1 "" I ,_�',-�'_,�"I",", -xl� , .1;�o� I .,I%,v.... ...1 I 'K 1. ,I , I- -,A�,- I�,I -,I�:��,# �.:��, I " ;,,, %,�� ff�*' W,"ing back together. � � I A T I N T E R M E D I A T E S U P_P 0*4$ IN T, L F IF ,W � , ' heights of finished floor(s)above typical grade. 1, 2. if II platet or joists"M�44 -� . _ . . � � � I I � ad _ 4§ ,P _z"', I I ", 1, - _`� -, - equipment provide bracing to tie , _ Z , ,;�,��, ,,�,�!, ", � " , �_ I I � - -__ i """,;,v - -Z��!- .� , I I. _� ""' i --,;�1- __L444_ --- , � � UJ ,4T 11 2� All footings to rest on uIrldisturbed ,.,,,�,� 64 -,,w; _____. -1-11__1____ _________1 I-_ �- _11--I-— _111- . -1I I I-�I.. -,-- I __ I -11- - � .1, 1.11-1 -I- .11--- 61. soik I �. �, -, � ��11 11� 1 11 I - " , "� - - �g�,�_4- 1� -_,;� ' � 14 11 .1 ,,,,,, ,, - I �� 7-111� I , -� , P �.�,�,�,, UJ Iq "' - �� I �, . - - , ""l—, - -, , a�� , 7�'!-,--., �, ` " I - E '5 , , ;,. -, -, , ', �� .1� ""I'l-,111 I I I �',� I I "L g-� _.,i - ", _', ; 14 "� ��, f I - OR LE S S .I) I - 1�'. - , _. � � 1-1 ,�'�,,,"�'"- -��"',A' , �im�� , I . Q i" '�,V' Y P , � - .�� - � " 411� ��,f_,� , 1,� -,�,-- GENERAL HVAC S � I T E LS - I Rd 6' - D G . I I 2," F IF I' , il. �,� ,I " X (D Ir- ; 11,� , '' ', - 1. - 1. I � 1-11 - i �, , _ I 11, I I� �� ,� - - -I'. __ �"L��, -, I I ,I - f, � "" �!7, �4? ,�, - , 11 -1 �, 4 ., �, L ,0�_ ,,, ,� ' ' - - ki � ,� I ''I - I., _Ll I ,- � , , �'i, �, �, - I , 1i I L CIO 'onsl � ,�11�11117"F11=1 I Oil -,Z'� I 1 ,r b I I I J - - _ . I I , , ,Q"', ,, I -, ", I , r � , 0,�, ,',,�".""', "� -, , � F L 0 0 R SHEATHING AM 3. Provide 1/2r"e*'p Ion'-'-- COVICiew,918 a (Mng , � (9 T_ �0 "It qww"_�", - - � "' - I I I I I 1. Mechanical subcontractor is responsible for adhering to all applicable codes and I � I 11 �1:1, ,, concrete or masonry walls oc uniiq,*�*ftrior or unheated interior areas. -,.j'� � '4 � I ,_I , � ,��, "'', _- �"�,S.�"",,,��r.,,;', I I � ,_ _L. ,__ � ,I , �.,,� - ,,�,,,�,,,� I'_ -,�:"-�-,;, , �'-� ,,,, I-�1� "La �` `�:,��,,;-,;i,�, �,, ` ,�,'��"��:, . ��j,,� � � - 11 ,��,'-'_"��' , , "" . , I �!W, ��- ��-I*%41161 le I I '�i�,,-.'__'�' ': ". �._, ,�, 1' i�111', � �_11��" A" ,, - I � .", 11 " , , , � . L'�'��_- X'�""'�-"'.�-�'"� �;,11'1 , � - I ,� , 'Ag w, � safety req�jirements. � ., - �;,. .1 ,�� -,,I",, !i� -, . : - 1.�,�;. -�,.�, �I ,,,,, , , - 0 I I , - I -,;� .�tv , � � -� -1 -_�,,�Z,,�,� �,�,S _ � - , , . ," ,�,�,�Z,.,�� 111� 'Iv,��A�� ily. �W� _,,4,4 "", ��Wl. -,,,, - � . I" r�,,�, ,�,, I 4 , ,�,: "� - , , I -, �?Wz�_l �'-", 114w,I , _� � - ----- 11 _�� 4. ��, , - 0 > , " - `9* ,�� < Z 0 -- ,�,,, _g " -1 I "4, � : *1 �g�;.-A,,�,X'� w ,*,A I -`�-,�;; -, - ", �114 � -�, , .,a .,%�_ Oolye vapor barrier. . W� , - � � , L"j,9' �"` ',�_, I`!,1� _q . .- I�j C71, �,--, -N � , ",i I ', ,kl,l IT- ,"; , � 9EL, 4. Concrete on 4","nd or gravel fill R061 00k�*thll , ,- I Q/1 0 wire mesh .."!"'?�;A ,- � _",� 1, �'�,� -V � _ � ,* vw,-, ,:1�'w� _ _ , '0 �, *_1 k7 , I _,� - 21 1�_ 1, 0 �& .! i,,"'N Interior slabs to be��,, - ,6 mil. stgiW A` 2. HVAC sobcontractor to fully coordinate off system data and requirements with the- I z; .7", '�".' I, , ", I L ma - - 1-1 el 'i 11 " , __�, I , I 0 - , r '�I 1, , � "I 111. ", 1. - I I__ � � I I �. 1 41, " ,� I � -, Z� . . � - I 1 I .11 " �, I ,�1,� , .L, 14 , �: , ,�""�� . I "",-, , , _�,�� ,,�_ ,%, I 11 - -� -Xi 4-Na , ,� Of I _ utpment supplier. -I ---..,�",40",",11 � 1. I , I"', .11,.. , � 11 �I 111�.�'1'11',�, I - I � 1. %� �� eq - I,Ie �I, � ,;�__ �: r �11',,� I`_ - I I �- ," �� - �" I � I I I I I 11, I ii I � , � i"I � ,-,,- -7 - _i', - _Ii4,I I "I 11"I1W� 1�1�1 Z r1_ I I �,i I I I �- � ;� , " -_-,"* -. 1W� "'W 1, 1� I -,. .11, ; �� , , ,", I , I� � ,,-,,,, 1 I I , I � � -I �? A- - 14, , � , I I - - � I _ - � ' ' k"� ,�,� __ � e�,Qf,� I �, �,� I 1 ,,,�A�_� 1 1.11, , �� I provid , I , -, " I � 1�1 1, � "j, i �� kl�, 11 _. I - --,�I'�, '' I ', " < , T_ I �,%_�., I . , �, , I ._, ,i I�, ,-< r ", - I I" ' ry, .�' L � A-01 - -1 , , -,-- �, '�%""�' _r�11'�__'1-,:?,-_,�,-&'X I _ �: !, , I : �, , , '�'J� I I I , , � i :1 3, HVAC I I e final system layout drawing and submit it to � ,_ , 7 �� ""', ,,,�, , , , , � ,�, , , - � .,. ,; , , , I 5. Provide crawl space ventilation per local code requirements. � , - I : _ , ��:/, -_;�,"T, ;�� -4 " , " I " 111 "I � 1'z`_� I - , . . � �,! ' 'I ��, , � N", 11, - - ,.- �1_ , , _ _. . �_ , ,_� ;�� ,5* 11 I,,-- �� I " ,� I I . ,�,,e , - I 0��11 I'll -r-tex(or cop ��' "I con , " r Ir I I I � � I ,� -I � I I I , . I , " tractor� "I 6quipment supplier for final review and approval. I -1 L I , . � . - - _�, , . ce) 6� 9 :�� " I M , ,orm contractor to install cop per)sheet metal termite shiel ."', I . I . � 4 _m,* 1. I , 111." 40 wood surfaces that.are exposed to concrete or masonry surfaces. I_1 11� I I -l", 11�.� SOUTHOLD BUILDING DEPA � �0 beb0d*n I I 11 I TABLE 3.4 RTMENT CRITERIA '_,�.-,�:-�,I, , ",I,�,'�- - , 1995 SBC HIGH WIND EDITION WOOD 1 OCCUPANCY CLASSIFICATION -3 RESIDENTIAL-SEC11ON R RIMING WDE N.Y.S. 1,,'4� � " NEW CODE - ____ IR _.., .� - ', ff"',A6, 1 . . . I I 11 I I FRAME CONSTRUCTION MAXQAL "Ill X,11 , , 7. Dampproof exterior of foundation with a,blOOM I, s coating as per code and soil ,__ - I— -, - 1- 11 1. I � .1 I - I I � I -1 � 11 I 114`Nl�_ ', __ fbWELLING UNIT-SEC11ON 310-310.2 1 I'll , , _W � I I � USE ., ,K"',,��`,I "� , � .� I � � ,� . I I i 0 , RAFTER SPACING 16*'-,,,O/C . — �Ii � " , 11 - ___ , " . 1 I ,�, " I I 1,1_11,_ ._��,, 1, I , ", I I I .1 " , 1111"L .i11, """ - �,,:� - � . I - . I - I � .I-,-,-- 2 HEIGHT I 30'ht., - , ,_,�",.,_ ,,�-,,_ �.� I � � 1�6 111ph J:L - - . , I �, AS rEST W 5 ,- , -l"'I'l-:11�1 " - -1 �� Z I - ;�X.,��, , E�r �,`_ "I g JIV , , � .4 R �, " � � 1. , � I - , ".1. I -11 � I i I I , ," , ,�, mo _�11 -�--, ,- - �, � , � Nil��,, A , 12 ,i,�I! , �� 112 , I ,,��w *� , � , from Standard for Hurricane Resistant, ion; SSTD 10-99 , ... �...� -,W-� � , , I ,, , I _ �;, " ' P� � I I I 111. I 19;r . Construct � ,,&,� �_W'.5 ,A - I'll -1 t i, .1 � *Wi& conditions,. ��,`-11,11',. -& - : � " " _?�W RAL WIND PROTECTION CONNECTION NOTES , � 4,"�,�,4 ,�____ �,�,,,A!"6':, , I P I , � . 1p� ,� � , .�"__�-�'-' 31% I ��T � , 1 1�4 _� , , , , i -, , E AREA(s� 756 W L � 1.11, - I - WA,�,�...: , - I � ! --A,,". ,�.,PT�I TOTA I " 1� " I �;� , 5, �'"a lilli�, C High Wind Edition Wood Frame Construction �,i4- �,,Z_F'11 ,� t _� , 11, � ,and 1995 SB FIR __ �J�-i, , ,r � � 1-r,Z. r ,�,�_ �� r 7 �.. ,'I 7, , , �,,, , ,""I � �, , - -- t , , � , ,,� 4. ��L , " I � � , � NO ,.- � . - - I— 1, . � � - I *M# WOOD FRAME CMTRuc7nON �,�, gw,-fn 111�r 1;11 � ,I? � I, 6' I _�, : ", , ,�, I - j ROOF NUMBER 31TYPE OF CONSTRUCTION I , , I � � ltl� ,i�,tilos-,,-,.,�,�77,,- 1, ,- ,�,',V_%,�,N -- .1 , , i ,� .:1, .�,,, I , , , '. e , ,!if , "" ,""�,A** - � �4�_ - 10 __ ,�- AA , -A ,"'�T_ �, , k R- ��, I �,,,,, I 11, , I e , -I �- , A , 11 I , , �� - �- 4 I" , _ �!Fasteners and Connectors for Wood Frame Construction — 01� �lj". ,��,,,� ,,, , MUFLOOR:0LAW�*��'._ ,� �, _ _,'� � q,:yr ;�,,,-,, ". , � IN -, � GENEF' I � " * I I , I .- - -_ , , , � 1'1_T_:"�� - "OP�': M 11 " 'M"��; - � ," _P`_i S P A llil�(ft) OF NAILS 4 DESIGN CR RIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION WFCM I,- - ,-, _.," , �'111' " I PITCH ,�eA ` I , i�3;��,��-:_,!' - 1 , : X� ,W1, - , � - I ; I : ,O _�;�� I � I I I I � ___ I I , ,rr,� -.4-"�, 1� . TONS ;1,-, I : 1-11, 61 ,�- -�, I : I I- - � 1 �7 1. Dimensions shall take precedent over scale drawings(do not scale drawi : � I � 1. A continuous load path between footings, foundations walls, floors, studs and roof 1 4�12 12 3 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SEC � `;�� ,,� I i I �� - , ;-, I I I r 11 � ...- _,,,_W_��?" I , ,�*_ , I I �, 1, , 11 � ��, i —,---- " ,, .- , I ,�- � I � W,� .,,, � 16 4 �e,� �, I'll. I '0 ln_� ,,, -�',�"_ .i,- ",. .� ;framing shall be provided. � 6 DESIGN LOAD CALCULATIONS PAGE__�_ 4 1 �*,;"#',�� ." .. - - , , � : �',, - .�� i� 11 � � , �'��t' 20 5 _ , m_- � 11�1'I, I "" .� � - �,_P�r��, ;� i I I I I I 1�� "" � �,,', 2. All interior walls to be covered with V gypsum board with metal corner .� 1��w - 1 7 WINDOW AND 1 4-41'' 1 '.'-.I DOOR SCHEDULE PAGE 6 1�_ - L - � �. 1� '.'f`�_' "'" I - Ii* I 11 . 1. - � - ,, A It""',, I I � I � , - �1 I '* 0"1 4 6 1 11 �1� J�he;,,, _ 2 1 L � 1 ." I 1,1 _ `,,,_�, I . I .,�,,�', M . o.,,� I ", �... � 7-,�-" 1 2. Approved connectors,anchors and other fastening devices not included in � I � _ Tape, float, and sand(3 coats), 1,�I ,1'�`il . I " � 28 7 8 LOAD PATH SEE SEC11ON"A" I I - " ,I ? f I 11 .x 0 . 0� I.1 'Standard Building Code, Table 2306.1 shall be installed in a , rdoop 1-11 I� I - - � .:1"'"', 1,I-I, �11-,,.-,A, �� _ �, I I , I � C-qq pe with i 32 -1,�,v,� ,�, I I w ," ,� : � I� ,,, 11, qA _1;1�.�4�1 ,n", I',, 'T,�,� I 8 9 NAILING SCHEDULE PAGE 5 1 � �,�� I I, R � I " , I , _� - -1 - _1 1. I -1- -1 - 111 I _,_ 1?li*.� 1 � - S COMM '110 garage andhou -- --�,, 'o:_- m __""� -, 36 � , 1 Wall , r', " , , �':, manufacturers recommendations. �*0*�� '*",Vmvvw_",i�o, � ________,___ rn - a", . I e 1�- �'" � � � I I 10 EGRESS SEE WINDOW SCHEDULE . at garce 0", __ � I I ��,,I I I 11 - . . 1 I I�,�%,4 I y , I i I . 1 16 " I � I 1 5:12 -,�,z,'4, , 12 3 --- - � li, _11-1-k, W 5'-O"retu , I 1. 11, � , , . � I , , I I .I " 1 1 PLUMBING RISER DIAGRAM PAGE 6 ;��"', �'_ ,�L�� 11 11=�_ & , Z � , - , � I 4 W, Jj�� requires 2 layers of 5/8",fire .....i �Z � I Metal plates,Connectors, screws, bolts, and nails exposed directly to the weather or 1 1- , 16 1 4 1 M, '& ,, ��,, I ��.,�: 11�_` , UJ .1� . I , � "�' I I .� _ . � 1. , 20 4 12 FIRE PROTECTION SEE FLOOR PLANS AND SECTIONS � 1- , , - , ,_,� ��-111 11 �subject to soft � I �� ;'L_c ` ,n_ , �', 0 1 � i I _� 14, , �R 1: �� I �,� I �, " ", corrosion in costal areas,shall be stainless steel or hot dipped ,- �4' ' "S", E 0 , I .1 , 24 '' t`_` � 5 ��- ,� . � , _ "', I , - i a I I I`.�,, 13 TRUSS DESIGN DRAWINGS NA �'� ONK 11�-1111111 �� 40-104"to wet areas to have water ` z �L"�'�`, 28 4*4_*_ 6 1 1 � ��, 1-1 4.All bath and toilet area walls and ceilings i �� .1,, I g Ivanized. � , , . �, I 1-11 � � , � , � " resistantgypsum board,orwalltite set___ __ � 11 I I 10 i'�,', I.-1 14 ENERGY CALCULATIONS SEE ATTACHED � ::� Z I I I -1 -, '" 11 I'Z`,�� --- I., I r 1 32 1 1 1 " � ;1-," .1 , , " � - , I ' - - - I - F i----,,, - -- ----- �'� �- L n wl� 7 -_,�L, """ 1-1. 11 I I I � I I .Iiv_�,1�111 I - � . ,, ,�� '� I I '.., ,vm, �-� , 11 'Aft 1'6 I I I � I I , I L ' ' '' I 11 11 , ,;� I; I _ ,,, I " 7, 1 11� 11 I - �� Y-t,,�;, ,,,,� " , - . ,� ,_, ,",, � 11 1, , - 1 Ix AJ , _ 1.11,11, " � 4.Where windows and doors interrupt wood structural panel sheathing and siding, .�,_, _ _ — I , I 1 361 7 - , I L, — ;�'I i I I I * DESIGN.LOAD. CALCU : 1 12 _� � � I LATIONS , � framing anchors or connectors shall be provided at the top and bottom of cripple 6:12 1 1 3 `T*�z , II.I_4 i _" - - , _ - I `11,� "�1`11`1'_ _- I '1 � � ` I I � : I I studs,header studs,and at least one sWd at each side of opening. ; :11 I I - � I ! 1, 3 - - --_-------- 1, - I I I I i I I I -, I I 111- .-.1'.1 I� I� � � 11"'1111 4 CRITERIA � 1� -� MINIMWUNIFO9MtY,6i$TR18UTED ME LOADS (lbst) ' - I I I I CLIMATIC AND GEOGRAPHIC DESIGN " �,,p�. ; .. U_ I � , __ - � -1 � I I . 11 I "I I I � � 5 1 'I , ll� " 1 $4 5- Ridge - I " — �,I, - I � e ,� J" ERI0R ,8ALC.0NfKS 1 60 1 r , straps shall be attached to each pair of opposing rafters except where collar, , � �I-- . �I �Q '_ Q � � 1117 +�_ I WEATHERING SEVERE 1. , -1-11 11-111 I I � I 11 . 1 40 i,ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair t , 4�_ 1 ! 1 7 � ;� Z , I _ 1 i 1 - 'L911-i- '. L I I 1_�,�, I I : "I'll I 1 6 FROST LINE DEPTH 3141 , I I .,�, laftw#OL . I I1 " I 11 I 1 � - -� I o " ,� 11 , TERMITE MODERA1 INW, k , 1 30 '4 , i . I _r,�,- , 11 ,I, _� � , %� ,, 11 _. __ -- 11 . I , ',�,,, J;� � I,,��, � I 11 IAUT�' � �`a" , 40 1 T connectors shall be provided at each rafter bearing. .,�� -,, , ! I �- E _ I_- , ""��_ - ,, LU ,,. ,, , , � ! 7:121, 1 1 � _�L_JGHT TO MODERATE I ,�,`, �� ,, t I , I _r11_11____1_1_ , :12 2 1-11PI!:`�1 11 � . � 'R� ___Nd RUbms 11� '' . , 1 ��-112� 12 DECAY I 11 - �� __ 1. 40 'L 1, II, I , A *1 0 ) . ,� 11 I ,�,- � , , I : _,�";, I _1 I rrr�, - � i I- i 16 3 - I 4 , `1� I , "' , __ 111. I , ,1- 1L*__ 46'- �, , I I WINTER DE§IGN itMp. I 1 1� V, 14i �� ." I I I I-�' -',-1�11""�-11Z_i��, -1 , 1 20 ,�� k ... �-_ �; "" � 1� I A -A. and every 1 1 �� 'r " I. 36 to floor hold-downs to 16"within 4'of exterior �...; 1, , ", , , I I � I I : _,!��r - , , 4 LD U 1�11 I I , - " I 11 I I ,1�L NDER- NUFACTUREF:VS I� If I MM I'll I .1, I � , _'�M",."11!1",`��" I r I I______ tr, �ttz�,tu,�, � ,�i I .;, f, , , I _TS_PER MA I 11�� , � �.: , It , m 14 � I� �, I 1 24 � g � I �� - I I ,� I 11,:I I I �",X'�, .. . I'- �v I I 11�7 x _,�� -11��D I I I I I I I � - 11 " I 1;�11%I �,,, , I I� I -�`i_ _`_ �, , � I � I ,�,,',z,�Z��, I ,- ,,�" I 11 P-4 ", I � , - ,:� , ��;� , -.11. 11,I TtoNs / STATE cooE - , I -.,'�' `111 ,� " �,,�� SPECIFficA � � I I %111 _W�� 28 1 �, � "I � I I I -1 tat&Ift 1.�& V,,�" f� I �I�- I I ".,. � ... 11 .,I I I , , "EF"IE R E N T!E D T 0 A,1.A. IS ��0 shall be anchored to the fo-undation � _� , "'.=;:.�, P"11r, �4eR", ��,..,;'s.,��4&:, � , ,-1 �-74, I , ,,.oate . I I ;d .1, �, . I I * ' 'I 11 .r,,'I,,-,- ,� r � r _ I . 1 I 11 ,1, . — I I �,_r \ I- - 1'� 1.1.1v�� 11 �, " I � �_. _<* - , I ,,,� 3, A I I 1. I - RDS - � ,, . I � '7 __"' 1 61 . 1 I � � � 11 , I - . " � "IT,11-, k � im�2221I�Wn I 1z adfiftfilmas"W4,f C10114 1.-1.1-- , A i . 36 IT'-' '.', , I I I�!Tr7qlr� * � W,I � 1 7' -, -�_- _�- 7 , , �� ; I I I " - _X� -, ,� , i I NEW -7. , - 11 I In,I �, __, -__ 1 4� r. \ 1 � I I -�-01"",�.,?��W' A , "I" Z2,,,,, . '�_, I " , I -1 - I I I i;��i�'6� "I Of III' L : ��-,�1,1��i�-,��,�,�.,,,-�,�"I "' ,,4�_,�, I ,, 4 , _1 ". _M= ,;��1'4,:5W , - "I , , 11 . ,F � 11 I'll, � , )eiz�5 -.F,��'* "I � I r I " .: I i � - 7 , -- _* _ , � I �11'1 - �%.., C _',A, �,1� I 11 � "I =� 000-0-,�_-, I I I 1� I �� I I I ��I � � ,�� :"� , �-�i__",--� , I � , , � I �)�I ,' , , _ , , �_��,,,�,, ,, I I I�11 11�.I I \ 11 , ,�_ -��,� ,boW 14M , � _�,,,"�� I .1 I , �', . each plate. Arm,orbM 4"�A�mfh*wm , I in -1 I �fc_ - I I I 11 "I'll, 4 � ., N ��,__211", � .. - - 145 lbs� , foundations. Anchor bolts shall be located within 12 inches of comers .:r 'r � I 1-1 I'll I ma ,�f, I � I �I z sorvy m "'. - 01 1% I � I I i 11 I - I I �,, I ? 0 I I . , I � - A lx;'111�1'�I"� I I 11� I 1� ,I � I is , - , 1,. � f"W-4m:1)4 Z,04"ML a" r I pacing not exceeding 4 feet on .,A,.,:, _��' W -�'j��r I I 40 "I ,�,,,�:F,1�,1',�,� �- , -"i" I .-O. I - 711,,� 11"., ��," . 1. I _I r�,I, -�.7�- � ", I I , ',� � I , ", - """"',� ", �, I xl 1',A,��- - ,-, ,-,,-� �_, _,�� _X�_�,- - 1�, I ��.,�:� , , , �S-W"�; "I""- 1 71� I _ ,- "", ------, . � 11 . . 11 I I �'� � I . I : ;1 , I 1 113 1,,,, I , - ", I � � I � I - I 1` V111 I IER,IG�N Q - � ,,r I I ,::. I � I 1- I I n � I v_ �,A T EZ;69 Y , � ... I . I I I'll, � I I I , 7 , 0313M, - o' 11__1�_--- I—- 11_�........ ,,,,r,_ I,.-- �, I �_" I I I -1 I � � �',:,-�17.-��.-� ,"?,r"�_',�-�?�� 1 , � 1� , 1. ' , ,�r , , I 1. I�� I i i I I ' ��,,,�"_� M �`�,'�,, "I'll" "t I I I I I I �I - , � 1111V�L , I ,�L, � I ,�, i 11 I �. I I Z :� 111� ; I ,THESE NOTES ARE GENERAL I, - 11 �� I � - I I 11 I 11 . I � I . I I I" , V 1."L��1i , I I �. � , "'N7, I I � I I I 11 I I � I I I I 7__ SPECIFICALLY WRIT -N FOR " ' -7 � -� - . ,� � I � i ,,��,� � . , " - I � � Tt - 7 1 1�...... � ."�-,�` � 1W- IN 1) - � F�o mph �' 7- 71,777- �7 '1`4, � --1, I I I I ,,r . t P fft 7 ,I I 11 — I To , GEWAAL GUIDELINES ONLY AND SHCIULD BE DISCLtS51ED,, - ,�, � - I ORY . I-- ,_ 65W*1 I I JEXPOSURE CATEG . I�W ",� �, I I , 7 I � , -I - I I � ' . I � 11 . � I 1 ... 112, L. -.- , , �, . i GENERAL C ONTRACTOR BEFORE CONSTRUCTION BEOIN$`-" ` . , I � I I I I , I I ��_ I � I . I 11 � 1_11 - �;�,"', ��, � � I � � I I �� ,�,-_,��, I L,,, � " ' , , ..I � I I " . 1 lt�_'� , ,- � 'I',, -"�,� ��. � " 11 I ,-,]'� � "I 1�� ",lv; I I -� -;�._,,__,_ , I n I 11 , �,,� , � -, " ,�_ , �I'll I�I'll`�I 1, I �_ - I ,�n, __" ,q �. 7��,,r�, ��, '�, , ��V,,;L,�� ,�,, ��_�_, '! _ , ,, ,__ .�-I - � � � ��,.- I - _ " 6, 0, I - I I , � ;', -" , X "�"� , - I I _4 . -1 ��,wnw M , I 1. I I I � -, � � I 1, �, . I 'N I""clIz. -- , - �, , , , , -, i �_�,'X, I , � , - , � �, ,�-,,,,�,;,& _,,�.,-.'� I I 1;�V,1�1 �i�-1.I'11-11 i", ,�",-?, �� z, 'i �I I ,�-,� y I-I�t��, �11 " I" T'�I f , ", ,� 11 k ,-,,�, �, - " �_ '_��,�� , ,� I 1,-I- 1 1'� I ,-,�,,�r _ -, X ,�), .1 11 - I ,,, _�r � , �', �4, � � --- II 1 11--l-I--,- 111-11, � j��' � , I �2i , I I. 'F� 0* , �' """ a I -!�' ! R I ;1�1 4` ��, 11 j '14 I'll, , I � . -� � �:_,.,�.'11�,� I � � I I I I I I , , F � I I '111-� 1 11 � , `�_�.� , I , -, - � ... & ��, ,,�,".r,,,, -.',,�,,��g' ':�.',11 ,r,", 11 � �,, � �11 "I �I. 11 , � - .11-1. I � r- I I'll..... al-- 11 I.. "I'll ...I'll ... 11-11 ........ - --�,___......__,""', " , 1_1 � "I'll - - 11---- I ,---. - -,-,---- .-. 11 E, WINDO 10 DOOR SCHEDULE W MODEL NO- WINDOW TYPE GLASS E F F E C T 1 VE PRESSURE REQ'D DESIGN DESIGN PRESSURE CLEAR OPENING AREA WIND AREA ZONI: PRESSURE RATING S -34.7 TW2632 TILTWASH 3.14 io I VS 25 50* TO 3!6' Well, 50* 37X 40" TW2636 TILT WASH 3,83 6.2 10 4,/ 25�9 -341 I.Ou 10.5 20 415 -34.7 TW2852 TILTWASH 5.86E 25.9 50* 3!*'X 5�8!' Ow TW3052 TILT WASH 6.64 12,0 20 4/5 25-9 -343 50* 36"X 68" TILT WASH 7.43 13�6 20 4/5 25.9 -34.7 50* 4'0"X 58' AN351 AWNING 1,5 4.0 10 4/5 25�9 35 a I Cr'X 2'6' DHP 3042 DOUBLE HUNG PICTURE NIA 5�5 10 4/5 25.9 341 50 3V"X 41 . ... .. DHP 3442 DOUBLE HUNG PICTURE NA 6.0 10 4/5 25,9 34.7 50 Sl O"X 4'� 20 4/5 24.7 -26.9 60 3A"x TO- FRENCHWOOD HINGED 163: CHWOOD HING 34.86 415 -25.4 40 64"X 7W' FREN 22-9 50 24.7 1 bF4U45 SPRINGLI 4E WINDOW NIA 50 1 415 24,7 -251 65 61 �FFW 601 ARCH TOP WINDOW N/A 10 1 4/5 �61 X III 'M A MAW 'n 41 Otto It M4 *w, OOULATIONS FOR WINDOWS BASED UPON EXPOSI H,�VEVP UPGRADE(FACTO 'IENT11.OWITH 120 mph BASIC WIND SPEED. E ,r�nte.,, MEETS NY STATE EGRESS REQUIREMENT TABLE R 301,2((2)NEW YORK STATE BUILDING CODE, FOR HABITABLE SPACE. q W, -",g SEE ELEVATIONS CUSTOM GRILLES WALL OPENINGS lttCLUDiNG WIN66WS; t)66 LE 5t8"WOOD STRUCTURAL PA AN6 NELS WITH MAXIMUIVA OF 6-O"SPAN. FASTENERS FOR SPANS UP TO 6-O"SHALL BE 2112-#8 WOOD SCREWS AT 16"O/C, FASTENERS I FOR SPANS UP'TO 9-O"SHALL BE 2 1/2" T-0 - 01,2-1-z �k7 ALL NARROLINE WINDOWS MUST USE: / "I HEI 2"HEI HT SILL STOP(OR STOOL)AND THE ADDITION OF A 1/2"X 3/4"DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4f,' r7; HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP .) ALL UNITS MUW MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED 1.5 TIMES THE[DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE, ALL E) GLAZING MUST'MEET ASTM E 19%TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION R 16091.4 FOR ALTERNATIVE OPENING PROT w ECTION T I J_N�r tlui, wv s" d Q. Vs 160 ? ',, . �lt, I 'r gr Oil Aft J; _Z pw 4 Ilk N A V_ x 0 -, plll'�_-,��'i._a'. I ; — I A 1 61 S S o", LTIVE F 'T 44� % ts WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS WEIS OF 7116"AND MAXIMUM PANEL SPAN OF 8'-d"' 4 M NO, HALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS mus WON., q --SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. �4REFER TO SECTION 1609.1.4AND 1609.6.5AND TABLE 1609 14) iwwmok fu r _-F TABLE 1609.1. -w WINDBORNE DEBRIS PROTECTION FASTENING SCHEDU flw &1 71 FASTEN < 2%2'-0"< PANEL 4'-0" < PA 7, NEL 6'-0"< PANEL Div", PANELSPAN FASTENER TYPE SPAN < 4*-0" SPAN < 6'-0" SPAN < 8'-0" k I ny g rn WWI�A 2 1/2" #6 WOOD SCREWS 16 16 12 9 2 1/2" #8 WOO D SC R EW S 16 1 16 12 16 TO suh A, THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST)OF 130 MPH AND MEAN ROOF Z, r5" J HEIGHT OF 3T-0`OR LESS FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL SEVER ILNE. C, WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL 6 CAPACITY OF 4qn I RIA, A 10 &.9pEll 4/4"f7L, Z� I ok IN A u 5 u e -A�V� 411 WVCZ 44 ;v E Xj X, W vi ok�l IN 776- 4."4, PC M wt 01 Ov� _11*L—L 1p� 4 0�. ;)5 4 44, IF A ;Zl FT 2 3 s P F 3�A-4 Z�k, YAW P%�� 7 7 T" §TUDS, Cl� LU 7 RAFTER STUD RIDGE USP RT16 OR(2)AT7 , z uj HEADER RAFTER TOP PLATE 16 TOP PLATE z USP 9 USP RT3 RS250 AT 21 USP RS250 AT 18* USP RT20 USP LS OR TMU IES USP RS250 AT 12" WALL STUD C0*00TION USP PRODUCT NUMBER WALL STUD �I - 0 < R/RIDGE/RAFTER W"CT RS250 21" JACK STUDS ra LIJ �RIDGEAAFTER WITHOUT CT RS250 21" +LSSH179 B _RA0*RlPLATE/STUD RT20 FTER/PLATE RT16 (2)�17 PLATEISTUD RS250 19' I C HEADERISTUD RT3 Al RAFTER/RIDGE/RAFTERwioCT B RAF"IW.,, PLATE/STUD. B RAFTER/PLATE PLATE/STUD S To HEADER/JACK C HEADER/ HEADERtJACK STUD RS250 12" 00 TO FLOOR KLFTA or RS250 36' D IFLOOR E ISTUD/P 36" LATE/SILL RS250 - 0 C�l 17 A— STUD/PLATE RS250 16" z 3' a� w A PLATE/Slt.L MP6F ANCHOR BOLTS STB16 0 G POST ANCHOR FOR DECKS PAU SERIES IPOST ANCHOR FOR COVERED PORCHES CBE SERIES < z im OR 2X4-16"OIC COLLAR TIES MIN. 0 _7 cr- Z t W or) "AW POST a USP CBE "",v" w4t.' Kl: P.C.FOOTING,� 2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD t.'-d`:�'��,� LSTUD-- U) I ST,FLOOR WALL STUD �,T Er J_i w 7- 41 z P T G POSTANCHORFOR COVERED PORCHES LA E 21N D.FLO6 0 SUBFLOOR I ST.FLOOR PLATE I ST.FLOOR PLATE z Kw SUBFLOOR SUBFLOOR -- RNSOARD KLFTA USP RS250 AT 36" 4,W RS250 AT I USP RS250 AT 36* Vi 0 *BOA I ST.FLOOR TOP PLATES :'R 1ST.FLOOR TOP PLATES RIM BOARD DOUBLE SILL PLATE POST u_ DOUBLESILLPLATE - )0-- 4 z USID MP6F 4' )ATJ( I ST FLOOR fALL STUD IST FLOOR WALL ST WALL W w USP PAU - :z ;,�W'W'. X,, N. P.C.FOOTINQ 77- 3: 2W KV., G ,POST AN 7 g, NO a