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Home My WebLink About37713-Z Q UFF04 Town of Southold Annex 9/20/2013 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36515 Date: 9/20/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 4030 Great Peconic Bay Blvd, Laurel, SCTM#: 473889 Sec/Block/Lot: 128.-6-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/6/2012 pursuant to which Building Permit No. 37713 dated 12/27/2012 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: alterations and additions, including deck, to an existing one family dwelling as applied for per ZBA#6578 dated 10/18/12. The certificate is issued to Alan&Beth Fidellow (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0067 9/5/13 ELECTRICAL CERTIFICATE NO. 37713 7/30/13 PLUMBERS CERTIFICATION DATED 8/29/13 William Gremler ' Autho ized Signatu ��"" TOWN OF SOUTHOLD �SUFFoc�-�a�y BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37713 Date: 12/27/2012 Permission is hereby granted to: Munier Jr, Leon c/o Alan Fidellow 75 Granite Springs Rd York Town Heights, NY 10598 To: construct alterations, including a deck (as built) & 2nd story addition per conditions of the ZBA decision # 6578 & Trustees permit#7698 as applied for At premises located at: 4030 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 128.-6-1 Pursuant to application dated 12/6/2012 and approved by the Building Inspector. To expire on 6/28/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,067.20 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $736.00 CO -ADDITION TO DWELLING $50.00 Total: $1,853.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: l. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/I0 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. l�. ' S —/2-- New Construction: Old or Pre-existing Building: (check one) Location of Property: (7�U c4j,,` , jl House No. Street c / Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 1 , Block ©6 Lot U Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: y z Health Dept. Approval: ✓ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ppl cant Signature �aS�EFol,� oo Town Hall Annex ��O e'er Telephone(631).765-1802 54375 Main Road c 1 Fax (631)765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 9 � roger.richert@town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Al Fidellow (Munier) Address: 4030 Peconic Bay Blvd City: Laurel St: NY Zip: 11948 Building Permit#: 37713 Section: 128 Block: 6 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Big Blue Electric LLC License No: 35348-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 61 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 7 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 1-dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 51 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 7-paddle fans, 3-smoke/co combination detectors 2-110volt radiant heat,4-exhaust fans,6-ARC fault circuit breakers,3-GFCI circuit breakers,1-20a gas furnace circuit Notes: Inspector Signature: Date: JuIW0 2013 Electrical Certificate.xls Town Hall Annex Telephone(63.1).76571802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Soudiold,New York 11971-0959 OU0,� BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION - Date: Building Permit No. 3. 7 1 Owner: (Please print) Plumber: Vu►' (� 1 (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 o11%. lead. (Plumbers.Signature)••..':. Swom to before me this L, CONNIE D.BUNCH day Of Au 20-L--1_ Notaiy Public, State of New York No.01 BU6185050' \ L /1 Qualified in Suffolk County �!! Cornrnission Expires April 14;2 Notary Public,wpr- County OE SOpT�olo . eOUNiY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [VI'FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ` a REMARKS: lkl-V? -2!:rt� =Ig4=2�=a 641 loe DATE ®� �7 �� INSPECTOR G/ OF SOUr�o� i 17 UoUHI'i,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . - I FOUNDATION 1ST . [ ] ROUGH P`L13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �`� �� INSPECTOR ' pF SOUT�olo - � � J couHty, TOWN OF.SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIR ETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION IRE.RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL REMARKS: DATE ANSPECTOR rjf so cOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ OUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION. [ ] FRAMING/STRAPPING [ ] FINAL. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: _ DATE INSPECTO i �l3 FSo ��0 ulyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �� . r t DATE INSPECTOR SO�lyo�o L TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) X ELECTRICAL (FINAL) REMARKS: DATE /3 INSPECTOR soulyolo Comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ok DATE ® INSPECTOR DONALD G. FEILER - ARCHITECT 11725 Main Rd•Box 1692•Mattituck,NY 11952-631.298-5453-Fox 298.1380 December 28, 2012 Mrs. Patricia Conklin Southold Town Building Department Southold Town Hall n L E v Main Road, Southold, New York IJ DEC 2 8 2012 Re: As-Built Deck at the 1=idellow Residence BLDG.DEPT. 4030 Peconic Bay Blvd, Laurel, NY TOWN OF SO11THOLD Dear Mrs. Conklin: have examined the above mentioned project, and to the best of my knowledge, I can certify that it is in compliance with the New York State Building Code at the time0zonWiuction. D qR. O � 6 9TF yp�. a9f i DONALD G. FEILER • ARCHITECT 11725 Maln Rd•Box 1692•Mof ituck,NY 11952•631-298 5453•Fax 298.1380 p CC W January 22, 2013 JAN 2 2 2013 Mr. Michael Verity BLDc.KEPT. Southold Town Building Department TOWN of SOUTHOLD 54375 Main Road Southold, New York Re: Proposed Additions & Renovations to the Fidellow Residence 4030 Peconic Bay Boulevard, Laurel, New York Dear Mr. Verity: I have inspected the existing first floor and foundation at the above mentioned project and can certify that the conditions of the Zoning Board of Appeals of October 18, 2012, have been met. D AR�yi n tl G. F iler 9TF OF DONALD G. FEILER - ARCHITECT 11725 Main Rd•Box.1692•Mattituck,NY 11952•631.298.5453•Fax 298.1380 C E September 19, 2013 SEP 2 0 2013 Mr. Michael Verity 6LOG.DFPT. Southold Town Building Department TOVIN OF SOUTHOLD 54375 Main Road Southold, New York Re: Additions A Renovations to the Fidellow Residence 4030 Peconic Bay Boulevard, Laurel, New York Dear Mr. Verity: Based on both my visual inspection of the above mentioned structure, and in accordance with the applicable standards and provisions set forth by the Residential Code of New York State, I can certify that the first floor and foundation are structurally sound and are adequate to support load requirements for roof and second floor loads. \SERE D 4R�'yi G Do al ler c1J9T� 01500 OF NEW �%--- are s PLUA 1' 1 STATE ENERGY CODE ADDITIONAL Cr 1 U!f® /:_ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 �� Contact: Approved 20L,�t Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date December 5 3 20 12 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code,and eregulations, nd to admit authorized inspectors on premises and in building for necessary inspections. Iz-A ignature of applicant or n me,if a corporation) P.O Box 2003,Bridgehampton,NY,11932 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Applicant is acting as Agent for the Owner. Name of owner of premises Alan Fidellow (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 4030 Peconic Bay Boulevard Mattituck House Number Street Hamlet County Tax Map No. 1000 Section B lock 06 Lot 001 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential b. Intended use and occupancy single Family Residential 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition X Other Work (Description) 4. Estimated Cost $150,000 Fee $50 (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 32.3 Rear 18.3 Depth 40.1 Height 18' Number of Stories' Dimensions of same structure with alterations or additions: Front 32.3 Rear 18.3 Depth 40.1 Height26' Number of Stories 2 8. Dimensions of entire new construction: Front 32.3 Rear 32.3 Depth 26.3 Height 8 Number of Stories' 9. Size of lot:Front 108 Rear 127 Depth 551 10. Date of Purchase N/A Name of Former Owner N/A 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises Alan Fidellow Address 75 Granite Springs Road,Yorktown Heights,NY phone No. 914-584-2583 Name of Architect Donald Feller Address 11725 Main Road,Mattituck,NY Phone No 914-298-5453 Name of Contractor N/A Address N/A Phone No. N/A 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X 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 SUFFOLK James F.Laird being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent-Suffolk Environmental Consulting,Inc. (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me Vs S da '0CCfAWL 20��Z Notary Public Sign re of Applicant Matthew D. Ivans Notary Public of New York No. Ol IV6053859 Qualified in Suffolk County Commission Expires January 22, 20/� BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF SU(/j�,0 53095 Main Road•P.O.Box 1179 �� 1p Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P..Goehringer Town Annex/First Floor,Capital One Bank George Horning • ,. �O� 54375 Main Road(at Youngs Avenue) Ken Schneider lij'COU Southold,NY 11971 NTY,� http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax (631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 18,2012 ZBA FILE: 6578 NAME OF APPLICANT: Alan Fidellow SCTM#1000-128-6-1 PROPERTY LOCATION: 4030 Great Peconic Bay Blvd., (adj. to Great Peconic Bay) Laurel,NY SEORA 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 further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 19, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 22, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. The proposed new septic system is recommended as CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is improved with a one and a half story dwelling with attached deck, an accessory structure, shed and a framed bath house. It has 108.10 feet on Great Peconic Bay Blvd., 535.69 feet along the eastern property line, 118.57 feet on Great Peconic Bay and 551.46 feet along the western property line as shown on the survey dated August 16, 2011 last revised August 14, 2012 prepared by John T. Metzger, LLS. BASIS OF APPLICATION: Request for Variances from Article XXII Code Section 280-116(B) and Article IV Section 280-18 based on an application for building permit and the Building Inspector's February 17, 2012, amended August 16, 2012 Notice of Disapproval for partial demolition, reconstruction and addition to single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet, 2) less than the minimum side yard setback of 15 feet, 3) less than the combined total side yards of 35 feet. RELIEF REQUESTED: The applicant requests variances to partially demolish, reconstruct and add a second floor addition to the existing dwelling with a bulkhead setback of 30 feet to the as built deck where the code requires 75 feet, a single side yard of 5.7 feet and a combined side yard of 20.16 feet where the code requires 15 feet minimum side yard and combined side yards of 35 feet. e • Page 2 of 3—October 18,2012 • ZBA File#6578-Fidellow CTM: 1000-128-6-1 ADDITIONAL INFORMATION: At the hearing on July 5, 2012 the Building Inspector was asked to clarify if this application was a total demolition and reconstruction or a partial demolition, and to address the history of the as built seaward deck and its setback from the bulkhead. The applicants were also asked about these two issues. The Board requested an Amended Notice of Disapproval be obtained stating that the permit requested was for a "partial demolition, reconstruction and addition" and citing the bulkhead setback from the rebuilt deck in addition to the setback of the dwelling from the bulkhead. Based upon the amended 8/16/2012 Notice of Disapproval the Board decided, by unanimous vote, to reopen the Public Hearing. . The Board received a letter dated October 1, 2012 from Joseph Fischetti P.E. explaining that the additional weight o p pose se oTy a—ddl lo—n w1T1— have no adverse impact to the existing upper and lower bulkheads on the subject property. The Board also received a letter t .ct A�,g �t 2 2012 from Donald G Feiler RA stating the soundness of the existing foundation and first floor to support the proposed second floor addition. AMENDED APPLICATION: During the first hearing, the applicant was asked to address the "as built" seaward deck, which is closer to the bulkhead than the existing dwelling, and the extent of the proposed demolition. On September 4, 2012, the Board received an Amended Notice of Disapproval dated 8/16/12 stating the setback of the as built deck to the bulkhead as approximately 30 feet and the permit applied for as a "partial demolition, reconstruction and addition". FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5, 2012 and October 4, 2012 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties, provided that the proposed first floor renovation and new second floor addition can be accomplished without the need for a new foundation, demolition of the first floor, or land disturbance to the bluff area. The Board recognizes that most of the dwellings along this section of the bluff do not have conforming bulkhead setbacks. However, the applicant's dwelling is one of only two that is located entirely within the 75 foot required bulkhead setback and, should a new foundation or first floor demolition be required once construction commences, then the applicant must reposition their dwelling with a greater bulkhead and side yard setbacks to better conform to the character of the neighborhood and the code requirements. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances, as applied for. However, should demolition be necessary, the applicant can create a greater setback from the bulkhead, as well as more conforming side yard setbacks. 3. Town Law V67-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 5 1% relief from present code requirements for the existing dwelling setback. Additionally, the single side yard setback at 5.7 feet represents a 62% relief from the code and the non-conforming total side yards at 20.16 feet, represents 42% relief from the code. The bulkhead setback to the rebuilt deck of 30 feet represents an approximately 60% reduction in code requirements. However, the location of the as built deck and existing footprint of the dwelling will be maintained and both have existed in their present non-conforming locations since the 1950's. 4. Town Law 4267-b(3)(b)(4) While significant evidence was not submitted to suggest that the variances as applied for will have an adverse impact on the physical or environmental conditions in the neighborhood,the Board recognizes that when demolition and new construction takes place on parcels fronting on the Great Peconic Bay, greater conformance to the code by increasing the setbacks of dwellings from the bulkhead is essential to the protection of both private property and the bluff. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. • r Page 3 of 3—October 18,2012 ZBA File#6578-Fidellow CTM: 1000-128-6-1 5. Town Law V67-b(3)(b)(5)- The difficulty has been self-created. The applicant's family purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary to enable the applicant to enjoy the benefit of a reconstructed existing home with new second story, provided that the first story can be reconstructed in place and in kind without demolition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Weisman (Chairperson), seconded by Member Dinizio, and duly carried,to GRANT: the variances as applied for as shown on the survey by Peconic Surveyors dated August 30, 2012, and building plans, titled "existing conditions at the Fidellow residence" dated July 24, 2012, revised.August 2, 2012 and the"as built deck plan"dated 9/4/2012 prepared by Donald G. Feiler,Architect. CONDITIONS: 1. The applicant or their builder/agent must call the Building Department to schedule a mandatory inspection by the Building Inspector once the existing roof and second floor system have been removed- and prior to any further construction, to ensure that t e existing foundation and first floor of the dwelling are able to sustain the load of the proposed second story addition, as applied for. I, 2. Upon inspection as per condition number 1, if the Building Inspector determines that additional demolition and _re-construction/construction beyond the scope of this decision is necessary, a Stop Work Order must be issued and the applicant must return to the Board of Appeals for further consideration as to whether they may leave the dwelling in its present location or be required to move the dwelling to a location with more conforming bulkhead and side yard setbacks. 3. The deck shall remain open to the sky. That the above conditions be written into the Building Inspector'sXertificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson),Dinizio, Schneider,Horning. Absent was:Member Goehringer. This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing / /2012 — ot a a" r# BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW`YORK ez pJ � PERMIT_ NO. 7698 DATE: DEC'EMBER 14,2011 : ISSUED TO: ALAN FIDELLOW ' PROPERTY ADDRESS: 4030 PECONIC BAY'BOULEVARD,MATTITUCK g SCTM# 128-6-1 AUTHORIZATION , Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 14,20111 and in consideration of application fee in the sum of$250.00 paid by Alan Fidellow and subject to the Terms I'd and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to renovate and expand upon the existing single-family t. ' dwelling, and for the existing deck attached to the dwelling; with the conditions of the installation of gutters to leaders to drywells to contain roof run-off and in accordance with Chapter 236 of the Town Code-Storm Water Management; the non-turf buffer area between the top of the bank and the bulkhead is to be maintained; and as depicted IE N on the surveyprepared b Peconic Surveyors, P.C. last dated December 22 2011 and ' P P Y Y x, . . stamped approved on January 24, 2012. ' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. 14 �oSt1FF0(,l-c y Jill M. Dohe y ' lil { - W ta.:n•,Le. .{•..:..<M1Lk..ut A/F'eiiu..NPYJ.vh,•ai...� i.2�•,li,•.t r�uvr._r !Y..Yits iL•,a46 .cWX 9: ..,i A.l..7Sy.?6,. ..a ..1A37SA•.u3G:...�2 � �' , e.. ti TERMS.AND COND`ITIQNS of the consideration for the issuance of the Perintt does understandMattituck,New York as part The yonni tee Alan Fidellow restdmg_at 4030 Pecoriic Bay.Blvd . A and prescribe to the following' ` 1: That the said.Board::of Trustees and the Town of Southold are released from,any and all damages,or claims for damages,.of suits arising directly or tridtrecfly_as a.result a any operation performed pursuant to this permit, and the said Perinittee will,at his or her own expense, defend any.and all such_suits`initiated by tlurdparties;and,the said Pern iftee assumes fulLliability with respect whereto; to!he'' omplete exclusion of the.Board of -Trustees of the Town of Southold'.` .2. That this Pernut is 'valid for a period of 24 months,which is considered to be the estunated dime required to complete'.tlie work involved;but should circuinstai%ces warrant,request for ari extension may be madeao the Board at a later date.. - 3. That:this Permit should be retained indefinitely, or as.long as,the said Perinittee wishes to �.rnainta.•in the structure or protect involved,to provide evidence'.to anyone concerned that authorization was originally obtained - 4. That the work mvolyed wial be stb�ect to the inspection and approvaa of the Board_or its :.. :. . agen"ts and'non=compliance with_tlie provisions of the ongmating application may be cause for revocation of this Permit=by resolution of the said Board = 5. = That there will be no unreasonable interference with navigation as a result of the work hereii 'autlorzed: 6. That there shall be'iio interference with the right'of thepublic to pass-'andjrepass along th'e beach between high and low water marks: , . 7. That if future operations:.of.the Town of Southold require the,remoal and/or altetations in the location of the'work herein authorized, or if;in the opinion of the Board of Trustees, .the'work shall cause unreasonable obstructioirto free.navigation, the,said Perrruttee,wih be _required,upon duc notice,to remove or:alter-this work`pro�eet herein stated without - expenses to the Town.of Southold. - - The Perniltfee is required to provide evidence that a--copy of ibis Trustee perinit'has been recorded with the Suffolk.County Clerk's Office as a notice covenax"it and deed restriction Yo the;deed_of the subj ect;parcel, Such evidenee shall be provided within ninety(90) - calendar days of issdanc6 of this pernii 9 Xhat,ihe said Board will be,notified by the Pertnittee of the,completion of the work• authorized M. s` 10. That,the Ferriuttee will obtain all other_periniis and consents that nay be required supplemental to this permit,which may be subject to revoke-upon failureto obtain same. , 09/13/2013 .,*1'0:27 6317656641 SOUTHOLD TRUSTEES PAGE 01/01 Town Hall Annex James F.King,President �0�L y0 54375 Main Road Bob Ghosio,Jr.,Vice-President P.O.Box 1179 Dave Bergen Southold,New York 1.1971-0959 John Bredemeyer �p Telephone (681) 765-1892 Michael J.Domino CUUN(`i >!ax(631) 765-664.1 BOARD OF TOWN TRUSTEES 'TOWN OF SOUT1'-T.OLD CERTIFICATE OF COMPLIANCE #0902 ' Date: September 13. 2013 THIS CERTIFIES that the renovation and expansion upon existing single-family dwelling,; for the existing deck attached to dwelling: installation of gutters to leaders to,drywells; non-turf buffer between top of bankand bulkhead At 4030 Peconic Bay B1vd.,4Mattituck.New York Suffolk County Tax'Map# 128-6-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 27.201.1 pursuant to which Trustees Wetland Permit#7 998 Dated December 14,2011,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the renovation and expansion upon existing single-family dwelling; for the existing deck attached to dwelling,• installation of gutters to leaders to drywells• non-turf buffer between top of bank and bulkhead. The certificate is issued to ALAN FIDELLOW owner-of the aforesaid property. )Wr" . Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 AOL SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 - - Phone: (631)444-0365 • Fax: (631)444-0360 Website: "".dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACC' November 22, 2011 Mr. Alan Fidellow 75 Granite Springs Road Yorktown Heigths, NY 10598 Re: Application#1-4738-02864100004 4030 Peconic Bay Blvd., Laurel SCTM# 1000-128-06-01 Dear Mr. Fidellow: Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the property located landward of the "Top of Bank" as shown on the survey by John T Metzger, last revision dated Oct. 21, 2011 is beyond Tidal Wetlands Act(Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required for the proposed chances to the existing dwelling, cottage and septic system. Be advised, 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 disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless-site conditions change. 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. Please note —the check (#143)for$200.0 is b ing returned with this letter. Sin rely, san Ackerman Permit Administrator cc: BOH-TW Suffolk Environmental • Town Hall Annex � Telephone(631)765-1802 54375 Main Road col �r (631)765- 50 P.O.Box 1179 Q roger. Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: hI'� HLLL ��G 2r�C; 6ZC Date: 4 p(�}, 2 I Company Name: r Name: License No.: Address: rTUcCG N, /1 z Phone No.: Q i-7_ y Zaq JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 03o 1?ecoAg i6 _k�A-g Wvb Mc td2.AL *Cross Street: *Phone No.: Permit No.: -77) Tax Map District: 1000 Section: Block: 06 Lot: p 1 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) P� Z)i+i DAJ5 AA2_V'5 414-e 4,41,ii QX�5 (Please Circle All That Apply) *Is job ready for inspection: YES)/ NO ough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) \ *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form V �� Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President December 5, 2012 Ms. Pat Conklin Southold Town Building Department P.O. Box 1179 Southold, NY, 11971 Re: FIDELLOWProperty Situate: 4030 Peconic Bay Boulevard, Mattituck, NY SCTM#: 1000 - 123 - 06 - 001 Dear Ms. Conklin, This Firm represents Mr. Alan Fidellow, owner of the above referenced property,who is seeking all regulatory approvals to improve thereon. In order for him to do so, Mr. Pitman has contracted us to obtain a building permit for the demolition of the existing building on the property, and the construction of a new Single Family Residence on the property. Consequently I have attached the following to satisfy the requirements for a building permit application: • Application for Building Permit for the Town of Southold. • Copy of the relevant Variance Decision from the Town of Southold Zoning Board of Appeals. • Copy of the Town of Southold Board of Trustees permit for the property issued on December 14, 2011. • Copy of the New York State Department of Environmental Conservation Letter of No Jurisdiction issued November 22, 2011. • Copy of the REScheck Compliance Certificate for the proposed house. • Copy of an Owners Endorsement signed by the client. • Copy of the Suffolk County Department of Health Services Permit for Approval of Construction for a single family residence and accessory structure. • Three [31 copies of the Survey of the property prepared by Peconic Surveyors P.C. last dated November 30, 2012 • . Three [31 copies of the Building Plans prepared by Donald G. Feiler, last dated October 29, 2012. Thank you in advance for your attention and consideration in this matter. If you have any questions or concerns regarding this matter, please do not hesitate to contact this office. Sincerely, J s F. Laird pF SO(/jyOl Town Hall Annex o Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 CO(fm,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 31, 2013 Leon Munier, Jr C/O Alan Fidellow 75 Granite Springs Rd Yorktown Heights, NY 10598 Re: 4030 Great Peconic Bay Blvd, Laurel TO WHOM IT MAY CONCERN: The YFO Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: **N er inspection dated 1/25/13, letter is required from the architect certifying second story load on an existing foundation and first floor. Application for Certificate of Occupancy. (Enclosed) 6016'Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. bik""Pl4imbers Solder Certificate. (All permits involving plumbing after 4/1/84) 1 Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938 ) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37713 —Alterations, including deck and 2"d story addition Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President September 13, 2013 Mr. Michael Verity, Chief Building Inspector Southold Town Building Department P.O. Box 1179 Southold, NY 11971 Re: FLOELLOW Property Situate: 4030 Peconic Bay Boulevard; Town of Southold,NY SCTM #: 1000— 128 —06- 001 Dear Mr. Verity, Enclosed herewith please find the final Health Department Approval for the above referenced property submitted to you in partial satisfaction of issuance of a Certificate of Occupancy. I understand that the contractor will be providing you with the Southold Trustees Certificate of Compliance shortly as to fully satisfy all remaining requirements for Certificate of Occupancy. Please forward a copy of the requested Certificate of Occupancy upon issuance. Yours truly, Bruce A. Anderson enc. FA70 cc: A. Fidellow T. Ludlow BLDG.DEPT. TOWN OF SOUTHOLD Stormwater Pollution Prevention Plan Fidellow Property 4030 Peconic Bay Boulevard Laurel, NY, 11948 Prepared By: Suffolk Environmental Consulting Inc. P.O. Box 2003 Bridgehampton NY 11932 (631) 537-5160 Joseph Fischetti, P.E. 1725 Hobart Road Southold, NY 11971 (631) 765-2954 December 5, 2012 f Section 1: Project Purpose and Objectives The applicant proposes to build a second story addition on his existing one story dwelling. In order to proceed with this matter, compliance with § 236 of the Southold Town Code is required. This SWPPP complies with the performance standards set forth in § 236-13 of the Southold Town Code. The Town's Stormwater Code requires that site erosion, sedimentation and stormwater runoff control measures be appropriate for existing topography,vegetation and other salient natural feature of the site. This SWPPP is intended to minimize grading and cut and fill operations, ensure general conformity with natural topography, and retain natural vegetation and trees to the maximum extent practicable in order to create the least erosion potential and handle adequately the volume and rate or velocity of surface water runoff. No stormwater will be diverted to another property, or onto Peconic Bay Boulevard, either during site preparation or after development. §236 of the Town Code establishes performance controls that are satisfied in this SWPPP. They include: 1. The appropriate control of erosion, sedimentation and stormwater runoff prior to, during and after site preparation and construction; 2. The implementation of appropriate measure for dust control during grading operations; 3. The protection of areas exposed by site preparation and during site construction with silt fencing; 4. The substantial preservation of natural drainage patterns by site design; and 5. Careful site preparation, including timing of the stripping of vegetative cover and grading, so that no individual building site is stripped of its vegetation cover more than 30 days prior to commencement of construction through implementation of a reasonable schedule to minimize the amount of time for site clearing, construction and restoration. Section 2: Project Description Applicant proposes to clear subject property in a lawful manner, and then construct a single family residence, detached garage as well as a deck and pool. §236-10 requires that a Drainage Control Permit be obtained because proposed grading or stripping of the parcel in excess of 5000 square feet is proposed. In order to obtain a Drainage Control Permit compliance with the standards set forth in §236-13 is required. Included in this Storm Water Pollution Prevention Plan is a Site Erosion/Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti, P.E. dated December 5, 2012. The attached Site Erosion, Sedimentation and Storm Water Control Plan contains the following structural and non-structural erosion, sedimentation and storm water controls: ❖ Silt fence details, deployment and specifications, ❖ Drywells for storm water control for all impervious surfaces Section 3: Contact Information 3.1 Owner: Alan Fidellow 75 Granite Springs Road, Yorktown Heights, NY, 10598 3.2 Contractor: Undecided 3.3 Responsibilities of the Owner Owner/Contractor shall be responsible for the following: 1. Maintaining compliance with the applicable sections of this SWPPP including installation of erosion and sediment controls and maintain erosion and sediment control Best Management Practices (BMPs) in all areas of the site under its day-to-day control. 2. Maintain the cleanliness of Peconic Bay Boulevard from construction related debris and sedimentation and implement storm drain inlet protection BMPs throughout the construction process. 3. Provide for adequate litter control. Control of construction chemicals and debris. 4. Provide for temporary erosion control as needed. 5. Suitably stabilize soils after construction by establishing permanent vegetative cover. The Owner/Contractor shall not store erodible or hazardous materials on the roadway. Section 4: Description of Soils Present at Site Soils found on the subject parcels consist of the following: P1C Plymouth Loamy Sand, 0-3 percent slopes (100(yo of lot area) Plymouth Loamy Sand is the only soil type on the property. This soil is characterized by being very deep and well drained. Plymouth loamy sand has been given a K-Erosion Factor by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). The K-Erosion Factor indicates the susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation (LISLE) and the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand, and organic matter in the soil, as well as on soil structure and saturated hydraulic conductivity (Ksat). Values of K range from 0.02 to 0.69. Other Factors being equal, the higher the value, the more susceptible the soil is to sheet and rill erosion by water. Plymouth Loamy Sand has been given a K - Erosion factor of 0.15, placing it on the lower end of the erosion spectrum, and as such, the dominant soil type on the relevant area is not highly erodible. Furthermore, Plymouth Loamy Sand has been assigned a T Factor by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). The T factor is an estimate of the maximum average annual rate of soil erosion by wind and/or water that can occur without affecting crop productivity over a sustained period. This rate is in tons per acre per year. The T factor for Plymouth Loamy Sand is 4 tons per year. The importance of the T Factor is to show the potential damage to the on-site ecosystem through soil loss due to erosion. T values range from just over 0, to 5. The T values provided by the USGS show that erosion on the site is not a pressing concern, because each soil type can withstand a large amount of soil loss due to erosion, and still maintain a productive ecosystem. Even though the T Factors indicate that soil erosion is not a pressing concern for the on-site soils; This SWPPP seeks to minimize soil disturbance and soil loss, while applying best management practices (BMPs) including stockpiling of top soil, temporary soil stabilization, and seeding of all disturbed areas. Each of the soil types present on the property is also placed into a wind erodibility group by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). A wind erodibility group (WEG) consists of soils that have similar properties affecting their susceptibility to wind erosion in cultivated areas. The soils assigned to group 1 are the most susceptible to wind erosion, and those assigned to group 8 are the least susceptible. In this case, «"'.�-"'*µ�M'...�..'�/�°" 1�.1'��-- �,.ter.• � � •-� r. -.�*� 1 .cam ,. +i,- •, ,• �' , � •�' c F: � .- ,$��, f� r•�... �� `l ., 1"�r.�. �'+'4 i§'/' �°� •tea ( � `_ t .,�. •fir d� R.x -'�;.� a a _A .s�Vw�' 4 .•k� `. � «ter Section 5. Construction Phasing Plan and Sequence of Operations Construction Phase 1: ❖ Install silt fence at the Southeastern and Southwestern edges of the property Construction Phase II: ❖ Start construction of addition. Construction Phase III: ❖ After construction is completed, install drywells for the house Construction Phase IV: ❖ Add permanent seeding and any landscaping required by homeowner. Construction Phase V: ❖ Remove silt fence at the Southeast and Southwest ends of property Section 6: Implementation of Minimum Erosion and Sedimentation Control Practices 6.1 Schedule of initial placement or implementation of erosion and sediment control practices Upon the issuance of a Building Permit, the owner will create a temporary construction driveway made of crushed stone. After the siltation fencing has been installed, any clearing will commence. The contractor will then commence his construction of the proposed dwelling and its appurtenances, such as the detached garage, deck and swimming pool. After the residence is built, any drainage structures will be installed. All excess concrete and other construction materials will be removed from the site and suitably disposed of. 6.2 Minimum time frames for continuance of erosion and sediment control practice The erosion and sedimentation control practices prescribed herein are to continue until all disturbed areas are stabilized. Stabilization is achieved upon the establishment of full vegetated germination in the construction area. Disturbed areas are anticipated to be fully stabilized by the fall of 2013. In the event that disturbed areas are not fully stabilized, the erosion control BMPs shall remain in place until the following spring. Section 7: Erosion and Sedimentation Plan The Site Erosion/Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti, P.E. December 5, 2012 and attached hereto at Appendix B. This SWPPP envisions the implementation of these temporary sediment control measures consistent with the standards contained in the §236 of the Town Code. In essence, disturbance over the land is minimized and any sediment laden stormwater would be controlled by strategic placement of silt fences. Peconic Bay Boulevard would be similarly protected during construction. After completion of construction the full stabilization of disturbed lands will be achieved through plantings. The permanent solution is a structural upgrade for the site and a benefit to the town. Sectiona• PROPERTY aA _ t 79�1 Goode earth imagery Dala 3�6�2072 jj t941 AC STc7 77 ti T 7"47 80`W e�av ?0 it Eye at 80711 Q Section 9: Maintenance Inspection Schedule The proposed expanded residential structure is to be owned/occupied. The owner/contractor is responsible for the implementation of this SWPPP. As such, maintenance and inspection will be continuous and ongoing throughout the construction process up to full vegetative stabilization of disturbed soils. Thereafter, the owner will insure that the structural runoff controls are maintained in good working order. Section 10: Pollution Prevention Measures 10.1 Litter Control and Control of Construction Debris All litter and waste materials will be collected and disposed into a dumpster. Only trash and construction debris will be disposed of into the dumpster. The dumpster will remain covered to prevent wind born dispersal of deposited materials. Once filled to capacity, the dumpster will be removed and replaced by a private carter. Waste concrete will be collected and removed from site by a private contractor upon completing the construction of the building foundation. Materials such as wood pallets and cardboard will be collected and recycled. 10.2 Control of Construction Chemicals Waste materials including petroleum products, paints, solvents, and used oil filters will be stored in structurally sound and clearly marked containers. The containers will be kept separate from the litter and construction debris and disposed of in accordance with applicable regulations, which pertain to hazardous materials. Appendix A: SWPPP Checklist prepared by Suffolk Environmental Consulting, Inc. on December 5, 2012 Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION; (All Requested Information is Required for a Complete Application) APPLICANT NAME; Owner-Agent-Consultant-Contractor or Other(Circle One) Property OWNER:(if Different than Applicant) Bruce Anderson-Suffolk Environmental Consulting,Inc. Alan Fidellow Address:P.O.Box 2003,Bridgehampton,NY. 11932 Addross:75 Granite Springs Road,Yorktown Heights, NY, 10598 914 584 -2583 1 Telephone#:631-537-5160 Fa"#631-537-5291 Telephone#:( 1 Fax#: E-Mail: brute@suffolkenvironmental.com E-Mail: / Property address;765 Beachwood Road, Cutehogue, NY Brief Description of Construction Activity,Proposed Structural BMPs,Solt S.C.7.M.#: Sapp 116 04 20.1 Stabali7ation BMPs,Project Scope and/or Sequence of Construction Activity olstricl Sectian Black tnl (Proulde Additional Pages as WNW) j Namsof Contractor andlor Contact Person Responsible for-implementation ofSWPPP: See Attached-DesCrlptil)tWl-__ _____________.___ I Same as Owner Address; --------------•------------------------------- Telephone#: Fax#: ------------------------------------._..---'------ E-Mail: -_-_--------.,---------------------.._-.------- -------------------------__--_-_-.--...-_-------- Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: Sameas Owner --------------------------------------------- Address; Telephone#: Fax -------------- ------------------------,_ _ E-Mail: Total Area of All 43,494 s.f. Total Area of(and Clearing -------------------------------------------•-- Project Parcels: 5,000 1 and/or GroundDtsturbance: ________ ________________ ________,_._______-_ (SF./A=) (S.F.Maus) Project Duration: Start End _. ..-_-__-_-_-..._-__-__----- _.-_--.,.._..__-- (Anticipated) 4 Months Date: 1/13 Date: 5/13 (Nu.•rtbwdCsIe dar0eys) VtI111 this Project Disturbe five(5)or More Acres at ® = -- _.--,_.- __,- ----... ._- -_.__- Any One Time During the Proposed Development 7 Yes No ---------_.-.._.---_----..___.,,.-.._._------------------------------ i If YES:Please Answer the Following! ______ .__,_ ._.... _.-,------------.--------------- I a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site ® ® List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No GfeatRecoTl1C-Bay.-----------------.--- i.. c. Does the SWPPP Adequately Identify All Temporary ® ® -- and/or Permanent Soil Stabalization Measures? Yes No d- Does the SWPPP Adequately Identify a Complete --.....-..-."-.__..-......_.--._..._.-..._...-._...-------•---...----------- Project Phasing Plan? Yes No Status of Impacted Waterbody:(eq.TMDL,303(d)Listed,Impaired...) e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,sound,Freshwater Wetland,) Of Intent and SWPPP Acceptance Form for Review by the Town of Southold? Yes No B a STATF.OFNF.WYORK, Suffolk COUNTY OF...........................................SS That I,.......Bruce Anderson..................................................................being duly sworn,deposes and says diatlie/she is the applicant forPerntit, (Name of individual signing Document) Agent � Andthat he/she is the .................................... ............................................................................................................................. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is drily 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 d belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to bb�efore me this; %� � %Jt................................ a of-..Jr�F� !"bPYl�r......,201Z Notary Public: ....... PIA. .............................. w D Ivans ......... ....... ........................................ y. .. f�otar puhiiG'Ui'iVew York (SignatureofAppi;nt) SWPPP Assessment FORM: 03-12 Qualified in Suffolk County Commission Expires January 22, 20/v For Department Use Only: US T.O,S. "SWPPP" Preparation - Chapter 236 S.c.T.M. : ProponyAddress: Storm Water Pollution Prevention Plan Review Checklist Checklist # 1 District 1000 section eicoR got REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i s i i Plan Sheet (Does the SWPPP Adequately Provide for and/or Indicate the Following:) :YES, NO ;N,A.:Explanation for NO or N.A. (pg.#) I 1 1. I Location 1. Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site. ' , Construction Phasing Plan Indicating Sequence of Proposed Construction AcLvities +�+®+®i " '- `•-- -`•``- _.3,_.General Location,Mep,•_"_"_--__ s�I�1�t 4. Dralange S1te Plan Drawn to Scale at Sixty(60')feet to the Inch or lar.ger Indicating the Following; a Location and_Descri lion of Pro - _ b SileAcreage;_- n 7'0i®+�+ -._.._._._.__.._._..._._._._...__. ...._. Existing,Natural and/or Man Made Features on and within 50'of the Property - d: Test Hole Data Indicating Soil Characteristics&Depth to Seasonal High Water Table; _I i i e Contours Indicating Property Elevations(Min 2) ® ® f Spot Grade&Flnlsh Floor Elevations for Existing and Proposed Structures;_.. _``___..._._+ , l 1 •g: Loca_lion of Wooded Areas&Isolated Trees with a Mlnlmum Dlmenston of 18"Diameter; +[�, 1®1�1 h, `Soil Conservation fJistric[Soif Suniey.__._-.---_-•_-__....._.._.._._._..__..._.----_.._._.._...__._._._.-.��p I , ,._...._.._-_._._._._..........._.-______._.._._.......__.._............._.._._._..--._.-...._._._._._......._......._.._. 5. Background Information about the Scope of the Project,Location&Description of the Site, I�, 1®, Proposed Chan es to the Site and All Existing Development on the site Includin the Followin _,•_a,,•AII_tmpro_yQments j,r!cludin Tot..al•ArQa of Land Dtsttarbance•$Total Slte Area;,___._._..__._ ° -- "" "" '' '' ""'-'- ---- •_._.__._._..__._._._._.._..__.. 9_. -- - b, All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume ' &-Nature of.Materials Involved,____.___• ,_•- ,••_._._._.__. __ ___ ems® �; _._c. AllAreas,ReguiringClearingand/orGrubb(ng,._._-__. .-•-_---_____._.-.._.__.------ d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately be ; ...........__-_ __ e. All Temporary&Permanent Vegetation to be Placed on Site; f. All Tem ore &Permanent Storm I Water Runoff BMP Control Measures Proposed --- A,g.,.The Anticipated Pattern of Surface Drainage During.Periods of Peak Runoff;- - - i[Di I®t®t h The Location of all l#oads,Driveways,Sidewalks Patios Structures Uh6ties&Other ! + -- -' ` "-"""-' ' " - improvements,IricludIng Temporary Access 8�Cons(ivctitiri Staging Areas; 1 I 1 `-" -- `Tfie F_xist'irig-&E iris/Contours aria o�Spot'Elevatfons of tFie site:----- - --- --'i , i®i i -_._-.---•_-._.-....._..........___.__.._._._.__.._............._........._.--------.._._..........__•-----... 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Sedimentation &StormwaterRunoffControlMeasures. 7,_Description of Pollution Prevention Measures that will be Implemented. '�+i'��i 1 + .. --__......,_.__•_•_•__....__...___.- __._,_,. _ _ ,_____----__..,._..-.-........,t � 11..LU1 1..._•.r_,..._......_..•._...---•_..__,......._................'---'-....----- .---•-•-._._,.,.. ..... 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or + + + _ Implemented for Each Construction Activity-that will result in Soil Disturbance._ 9. Description of Construction&Waste materials C ,acted to be Stored On Site 10. Temporary&Permanent Soil Stabilization Plan that meets the Cun'ent Version of the New York State Storm Water Design Manual Technical Standard. 1 , 11. General Site Plan and Construction Drawings for the Project____ i�i®il�lr 12. Dlmensians,Material§pt_I_ations&InstallaticnDetalls for Al Erosion&Sediment Control Practices. 13. Temporary Practices that will be Converted to Permanent control Measures. 1 ' ' ' - 14. Im_plementalion Schedule for Staging Temporary"Erosion Control Practice or BMP. 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& i !cmical I 1�I Sediment Control Practices. 16. Names of Potenllal Surface Waters of the State of New York and/or M84 that may be I��p I=i t , Impacted by Development ir-,+ u I �I 17. Delineation of Storm Water Control Plan Implementatlon_Responsibllltigs for Each part of the 1,••��1 Iry—�,1 Project Construction Site. 18. All other Existing Data that Describes Storm Water Runoff and/or Natural DrainageSwales. - 19. Identification of Ail Conlractor(s}!Sub-Contractors} Responsible for Installing,Constructing, ' I r--�•-•,-----••••••••-•-•._._.__,_._.__,.,............_......._._....__......_......_..._,_._._._._.,.. Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. Storm Water Management Control Plan Checklist#1 : 03-12 For Department Use Only: as k DEC "SWPPP" Preparation - Chapter 236-19 Storm Water Pollution Prevention Plan S.C.T.M.M Property Address: Review Checkiist Checklist # 2 loon (Additional items to be included with Checklist#1 when Article III is tdgered.) otstrkt saaron Brock Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i F i Plan Sheet (Does the SWPPP Adequately Provide for and/or Indicate the Following:) o YES NO ,N.A.,Explanation for NO or N.A.Must be Approved by SMO (pg.#) I Location •1. Does thePlanlndicateand/or Show all Items Required by_'Checklist #1"--in this Packet. 2. Does the Plan Indicate and/or Show a Description of Each Post-Construction Stormwater ' F _. Manayement,Practice? iEi�i�i 3. Does the Site Plan/Construction Drawing(s)Indicate and/or Show the Location&Size of i�] Each Post,Construction Stormwater Management,Practice? r , s 4._ es De the Site Plan/Construction Drawfng(s)Indicate and/or Show Hydrologic&Hydrauiic Analysis For All Structural Componentsof the Stormwater Management System•for Aeplicable Storms? 5. Does the Site Plan/Construction Drawing(s)Indicate and/or Provide a Comparison of Post- r I F , Develop!Sent Stormwater Runoff Conditions with Pre-Development Conditions? 6. Does the Site Plan/Construction Drawing(s)Indicate and/or Show All Dimensions,Material ' I ' ' Specifications&installation Details for Each Post-Construction Stormwater Practice? ...._._-..---.._._._._..--__....__....._.....__.-_.--_____.___--_..-._._-_._.__r_.._._-,.___._._-_._._._.___.__...._._-.--_-._.I I I I_._._...._._._._______._.._.._._._..__......._.._._.___---•-.-...................._.. _._._.._.._.._._._._.... 7. Does the Site Plan/Construction Drawings)Indicate a Maintenance Schedule Provided by r I r the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction ; ; Stormwater Management Practice? J 8. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Maintenance Easements to Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection ®� andRepair? _._.__._._._._.___.._._.___-- _.__._._...._._._.._._..._._._____._____-.__. ._._.. .s 9. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Inspection and Maintenance Agreement(s) that are Binding on All Subsequent Landowners? Fop®rat 10. For All Aolivftfes meeting the Threshold in 236-19(B)(1),the SWPPP shall be Prepared&Signed By a Professional in the Principles and Practices of Stormwater Management&Treatment Who Ir IM i®i[Ea i Who Shall Certify thatt he Design Meets the Requirements of Chapter 236_ 11. Ca Does the Plan Indicate and/or Identify All Potential Sources of Pollution which may affect the s I F r Quality of Stormwater Discharges? t s t I 12. Does the Plan Provide Documentatien Supporting the Determination of Approval with Regard I s I -- _ -- - - -'••«._ . to Historic Places or Archeological Resources that Includes the Followln :_ iEM-11i None on the site. a. Information whether the stormwater discharge or land development activities would have an effect on a property that is listed or eligible for listing or eligible for listing on the State or National Register of Historic Places: F I F I ..•..........•......,_._.....•_._.•..__...-. ..,--_._,.....- .«.«...----..._,_...__..._3�-7�F F --------------------------------------------- I ....__........ - bµ The Results of Historic Resources Screening Determinations that have been Conducted u...1J1lIIl f®I - "E f F t..--_----------------------..._.«_�-_---_,.- «...__.,......__,.... c.Description.of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed, I I f®I ......or Eligible for Listin ,on the State or National Register of Historic Places;and F _-- -_ _g g_ ____»._..t I I r _« __._« __._..___ _«___ ..__««.----_---.--_-....... d. Where Adverse Effects May Occur,Any Written Agreements fn Place with the NYS Office , s , I of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to i®i Mitigate Those Effects. 13. A De scri ption of the Sofi(i) ie_iint'at the S ite,Including an Identification of the Hydraulic Soil Group^---------------_-------------_.---------_-_.____._a Identification of Any Elements of the Design that are not in Conformance with the I F I r Design manual,Including Reasons for the Deviation orAltemative Design and a Description of the Equivalency with technical Standards. 15. A Hydrologic and Hydraulic Analysis for A11 SVuclural Components of the r F I t Stormwater Management Control System. ,lam'®f®I 1fi. A DetaEied Summary,with Calculations,of the Slzfng CrReria that was Used to Design I � I F """•"'`"`"' All Post-Construction Stormwater Management Practices. 17-An Operations and Maintenance Plan that Includes inspection and Maintenance-------- W i ; r-------------,-------- Schedules and Action to Ensure Continuous and Effective Operation of Each i Ila[a:®i Post-Constructlon Storm Water management Practice. s I F I Storm Water Management Control Plan Checklist#2: 03-12 Town of Southold - Chapter 236 - Stormwater Management CONTRACTOR CERTIFICATION STATEMENT Prior to the commencement of construction activity,the owner or operator must identify ALL contractor(s)and sub-contractors)that will be responsible for installing,constructing,repairing,replacing,inspecting and maintaining the erosion and sediment control practices included in the SWPPP;and the contractor(s)and sub-contractors)that will be responsible for constructing the post-construction stormwater management practices Included in the SWPPP. The owner and/or operator shall have each of the contractors and/or sub-contractors Identify at least one person from their company that will be responsible for implementation of the SWPPP.This person shall be known as the trained contractor.The owner and/or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors Identified above sign a copy of the following certification statement below before they commence any construction activity: CERTIFICATION "I hereby certify that I understand and agree to comply with the terns and conditions of the SWPPP and agree to Implement any corrective actions Identified by the qualified inspector during a site inspection.I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System("SPDES")general permit for stormwater discharges from construction activities and that It Is unlawful for any person to cause or contribute to a violation of water quality standards.Furthermore,I understand that certifying false,incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal,civil and/or administrative proceeds s." ti 0 wner 12/5/2012 N1NtY• lit* eabr. in addition to providing the certification statement above,this page must also identify the specific elements of the SWPPP that each contractor and/or sub-contractor will be responsible for. Specific SWPPP Element: S ee P rovided S WP P P document for spec ifics. (Please tWutbe Noe) V ^ NAME and TITLE of the Trained Contractor(s) Alan F i d e l l o w 0 wner 12/5/2012 responsible for SWPPP implementation; twtr: nNe: vow NAME,address and telephone number of the Contracting Firm; Alan Fidellow----------------- .__-__. _-__ .,_..__..___.._. 4030 Peconic Bax Boulevard,_Mattibick, NY ry_ _ ,M__ Property Address and Suffolk County Tax Map Number of the site; 4_030 Peconic Bay Boulevard Mattitucl<!,.NY s.c.T.M.#: 1000 123 06 01 -- __ Distrk! Section Block Let ..w.. _.... _ ...,_ -___--- The owner and/or operator shall attach All certification statement(s)to the copy of the SWPPP that is maintained at the construction site.If new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced,they must also sign the certification statement and provide the Information listed above. For projects where the Department of Environmental Conservation requests a copy of the SWPPP or inspection reports,the owner and/or operator shall submit the documents in both electronic(PDF only)and paper fonnat within five(5)business days,unless otherwise notified by the Department. SWPPP Certification Statement FORM: 03-12 Appendix B: Site Erosion/ Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti, PE on December 5, 2012 t '� • 05�g`°�� FIDELLOW Property Date: 12/5/2012 Scale: Situate: 4030 Peconic Bay Boulevard, Laurel, NY Drawn by: JFL SCTM #: 1000 — 12g — OG — 01 Comments: Adapted from the Survey of subject property, as prepared by Peconic Surveyors on November 30,2012 SUFFOLK ENVIRONMENTAL CONSULTING, INC. Joseph Fischetti, P.E. P.O. Box 2003 • Bridgehampton • NY • 11932 (631) 537- 5160 (phone) - (631) 537 - 5291 (facsimile) 1725 Hobart Road, Southold NY, 11971 Phone: (631) 765-2954 V; Siltation Fencing n lnds . H�; 't ►iH"s` "'�. moo' �rc'1J Hay Bales N `S % , a u N �•Lt 6'L �.p3NS � ,3n+n' 1 3w00,0 'S ypss s � xvM3n�na Ovtn Z 1 9. 0L � has ai SUPPORTSTAKES' (2 PER BALE) 49 v j0 1�� N STRAW BALES•INSTALLED SUPPORT STAKES \ 1p p CONTINOUSLY AGAINST (@ g�MAX.SPACING) S `� s �e \ / DOWNSLOPE SIDE OF FILTER ` K,\ �E Tti ro�yoq ..1•, of or'Jct .. � �69•S S FABRIC FENCE FILTER FABRIC FENCE NE 8 0 STORM WA TER RUNOFF.PLAN - .. "� BALE BINDING S`I I`I I i`1 COMPACTED BACKFILL Frw EYlslin pp„�d DWELLNALL 1084 Sq.F1.2' RAINF 1084 x l x OJ7 - 184 Cu.FI. USE 2s 6'0 x 4' Doop Drywalls a 'USE 2"X 2"WOOD OR EQUIVALENT STEEL STAKES. f2TGenerated by REScheck Web Software Compliance Certificate Project Title: FIDELLOW RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 24% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 4030 Peconic Bay Boulevard Donald G.Feller-Architect Laurel,NY using- [Atr0de-off Compliance:0.6%Better Than Code Maximum UA:349 Your UA:347 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • • UA Assembly Area or or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 1084 38.0 0.0 33 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1084 21.0 0.0 48 Wall 1:Wood Frame,16"O.G. 976 15.0 0.0 32 Window 1:Wood Frame:Double Pane with Low-E 518 0.300 155 Door 1:Glass 20 0.190 4 Door 2:Solid 20 0.190 4 Wall 2:Wood Frame, 16"o.c. 1242 21.0 0.0 71 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the mandatory requi ments listed in the REScheck Inspection Checklist. Name-Title Slk na ure Date Project Title: FIDELLOW RESIDENCE Report date: 10/29/12 Data filename: Page 1 of 1 Ir:. - I � �� dam', � �•�. h-!.LEG�.1.•W '—�` lb Lil i I - �rcr~ �,ct,�l�r.� pLbM Ilk• . . �,��11;� "�� I€a FINAL MAP' REVIEWED . Y SEE DECISI # OECP�r DATED c i .4 e ' �� r-- -...--- --- -fir. IP I _ I cc Pll. oscK,{",4,b-,, NG-ao-wiuR RECeyED "P4'2012 RD APPFq� QILI l i pl ,Q DECK JOIST TO BEAM H2.SA 4-8d to Deck Joist 4-Bd to Beam DECK BEAM TO POST of G\S`G��ED AJQny�T� BCS2-214 8-10d to Beam I C'J� 6-1 Od to Post I a r I O� POST TO FOUNDATION a I O ABU 44 8 ABU 66Anchor `— � 12-16d to Post JZL-1 L - 3C�' }iris _ N o -1!2"dia.[hru bolts _ ' U w "w.. I f � �j :• � � J�9T 5g56 �� OF NEO _ �E Z � I I � �`''�,�'} 6"��•tI••�Y,,.+ �`�..� �'i�� 1.%�'i��`CJ:..a 1� ` ��'�Y>�,: �'�'> :e All I , a ifft y Ida rig :�?b' "&', ' fo �. owl in ■I a�% �_ �� w, . ® of �• ► F 4 Y� d. S . ` a at a O , e,a. F : ijl M , 1 t Y.*,1 f P� fh? "►'t �* .Sad' V: t: ) l� Yy r " •$,tom lal R s _ t mQR .{ 5 ►•4 i pr w x 1 ; w ,f. _ _ f ,;y t t � I ��$, Ili;' 'ago in!� • � 4 fir n E t _ �� -� a t I � �' . fy i PE F ' j,,��`1.S.r'=_:,r � .5.�-: � i+e 1� :.,^• �3�yy I4� .��+_!r'��a r ca p }. ��' Mgt r r i 1 �P NOb SURVEY OF PROPERTY qQL AT LAUREL ;4- � ON TOWN OF SOUTI�OLDLIJ or, SUFFOLK COUNT), N. Y. 1000-128-06-01 u e SCALD 1'= 30' ' �c> 1� AUGUST 16, 2011 cola �P OCT. 21, 2011 (NEW SEPTIC d WATER L Der- 22, Z011 (DRYWELLS) G e`' F+1% rar:...�rw Aug. g. 20(2( 30, (oddlNorw) o � I SUt--FOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERE13T Fort APPROVAL OF Co.nmuvTim FORA ` A t SINGLE F CL Y RESIDENCE AND 0 DATE + REi-. No. 1 OSE L c z APPROVED j ---� + TOTAL h ' ", EDROO—S ` N n o EXP"RES THR - AIRS FR01+.7 DATE O APPROVAL 0 C R�� 1 0� Revised s ucu AL`S'C"� i N Abandonment of existing sanitary system trust be in i conformance with department requirement Subnut comp"eted form NIAVM___�_0 as proof. — + i z 0A Water Line(s) MST Be Inspected B Th Suffolk County DA t. ? y e tY R Of Hoaith Services. $ Call 852-5700, 48 Hours In Advance, s 1 1 To Schedu!e Inspec<ion(s). r G 19 L �'b 1� STORM WATER RGINOFF PLAN ` DNFZLNC, - 1084 Sq h Nt� 2' RAR�FFALL 1084 * I ir OJ7 - 184 Cu n. USE 2- 6*0 v 4'Deep DrJ ells ` Et iT.s� ` PLEASE NOTE }^ Sanitary System to be installed 1 under drivelvay. z -C I `'- z \ o 1 �} 00 7- NEW SEPTIC SYSTEM cm U3 r ,�'� Z 18 BEDROOMS 1 ` I - 10'0 • 4' L/OW DEPTH 2O00 9d. ' - n 6E9 PRECAST SEPTIC TANK _ c. 2 - 8'0 • 12'DEEP LEACMNG POOLS WITH A 3'SAND COLLAR (SWI 3' Z 1 x N oftABOVE CROWWATER n Ln cn LP J tC 1 POI-rrfsTv 1 . S1 22. 22.9 TEST HOLE DATA --� MCDONALD GEOSOENCETO 8/8/11 •Y , �E5 9E I ,� ? f1: a x N P f�.Lrp u BROo4N SANDY SILT � , \ SO --�-- 3• OR BRCWN SLTY SANDY SU 4. GALE BROWN nNE SAND SP TTY 1 7• NO WATER ENCOUNTERED / A EA=43,494 SO. FT. 4- s O T1E LINE CONTOUR LINES FROM TOPOGRAPHIC MAP FIVE 'o G EASTERN TOYVNS I am fomilior with the STANDARDS FOR APPROVAL 7.,,� 1 AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY'RESIDENCES and will obide by the conditions set forth therein end on the ' , �/ �� V `s. `. r ,•`''' , permit to construct. /A /•3 f i, .:,_ , ,` { The locotion of wells and cesspools shown hereon are •'�3 i �^ r ` " r from field observotions and or from doto obtained from others. ANY ALTERA110M OR ADDITION TO THIS SURVEY IS A WOLATION �ry(0 1 YS--LIC. NO. 49618 or, SECTION 72090F THE NEW YORK STATE EDUCATION LAW. .� ECONIC SbWWYORS, P.C. EXCEPT AS PER S£CT70N 7209-SUBDIVISION 2. ALL CERTIFICATIONS (6.31) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF "O0D �m SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 ti710SE SIGNATURE APPEARS HEREON. 1230 TRAVELER S TREE T ®=MONUMENT SOU TNOL0, N. Y. 11971 98-291 i - I i G �9• I SURVEY OF PRO13ERT Y AT LAUREL �v 0 r� TOWN OF SO UTI1OLD SUFFOLK COUNT), N. Y. ,� dye jogs` 1000-128-06-01 j 0 SCALE 1'= 30' 1�Q AUGUST 16, 2011 3P OCT. 21, 2011 (NEW SEPTIC d WATER LOV0 ,Dec. 22, 20/I (DRYWELLSI 0~ Fak 1-% za2 Crf + and J Auq. 14, 2012 (revision) Q Atg. 30, 2012 (additions) GO +� Nov. 30, 20)2 (TOPO 8 FLOOD ZONES) If 1 �r o ro 0 7 O C 5'E I 2A lNl1 -O O I f O Qr Aj \ s 71 o �o r*► a � i `r 26 - - -� f 26 1 - Z4 24 Z rA 19 239 STORM WATER RUNOFF PLAN 1 DWELLRYG - 1084 Sq.FI. ! 2' RAINFALL USE 2-6,OJ 7 -Deep p Cu.FI. � 4' Deep G Drywalls N • i V G Z ` , 24 F V1> All Z D � r 1 ,� NEW SEPTIC SYSTEM _ A z ( 8 BEDROOMS ) I - l0'I • 4' LIOUID DEPTH 2000 got. �p PRECAST SEPTIC TANK _ CO 2 - 8'0 • l2' DEEP LEACHING POOLS WITH A 3' SAND COLLAR (SWJ 3- 0 a M ✓/ LA C ndn. ABOVEGROUND WATER 7� L 1 _ n 0' J FLOOD ZONES FROM. FIRM aoo• + 1 a6 36103CO483H ' 5-3 ' T� SYs—_ St z2 � '6N 'ems EL, � 24 TEST HOLE DATA MCDQNALD GEOSCIENCE CE BE (�1 ��a o ovED o CA P� o s.E_ 1� M FPS FL'Lf p ►�60pS� 2 2g IL BROwN SAVOY SILT 1R. BRC1'N SILTY SANDY SM jAf DALE BROPM FINE SAND SP 1 b� —�� 5 0s. , 1 wood .>Em 2TJ 1 / '��'�p A t T QP NO WATER ENCOUNTERED 1 �O Ay I A EA=431494 SO. FT. zb- �pti ! O TIE LINE 6• O tLE A TIONS'AND CONTOURS ARE REFERENCED TONGVD. �� Sr�•�'`� Sr wG DOE tgepv I am fomilior with the STANDARDS FOR APPROVAL a9 ��d �� I,P 0�� AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY•RES/DENCES and will abide by the conditions set forth (herein and on th oo� permit to construct. The location of wells and cesspools shown hereon are �� .h� ` �VD.4fy,�� from field obscrvotions and or from data obtained from others. LIC. 0. 49618 , ' N ANY AL lERA nON OR ADDI nON TO THIS SURVEY IS A wOLA nav INY. OF SECTION 72090E TI-(E NEW YORK STATE EDUCATION LAW. � ECONIC YOBS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF .� 0 WOOD �rTY SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR .,� P.O. BOX 909 W?IOSE�SICNA LURE APPEARS HEREON. 12.30 TRAVELER S TREE T s =MONUMENT SOUTHOLD, MY 11971 98-291 II J0 �40 o SURVEY OF PROPERTY AT LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, oJ' �,� ►.��• � 1000-128-06-01 L SCALE. 1'= 30' AUGUST 16, 2011 OCTOBER 21. 2011 (NEW SEPTIC & WATER LINE) DECEMBER 22, 2011 (DRYWELLS) FEB. 15, 2012 (REVISIONS) AUGUST 14, 2012 (REVISION) t�V AUGUST 30, 2012 (ADDITIONS) O C� NOVEMBER 30, 2012 (TOPO & FLOOD ZONES) JUNE , 1 AUGUST 2 7 02013 1(W/L) Z Tl -n lt 4 V0 5 E ' �> G Z v C I�P \ I N �r \ v\. Z \ 66N J O \ r ` \ , - �i�r-11 K r.fr.�t .�••.. ..0.�•n..-..r•T r�r R7 .t ^KWIC S \ f \ Alu 4 \ ` SEP 0 5 2013. R.1.°_ ,O p6 :,:s I'malon have been .:-A! .h•c. r agencies and found to ,i_I''•4'.ni BEDROOMS. Walter J. Hilbert,P.E.,Mie Office of Wastewater Management v �a. 7- \\ CO \o EXC RAC N \ - `ME; \ 7 ` \ A Z W m \N Q, Z IL SEP 1 6 2013 L� LIM 18.5' S1 \ RAIN RUNOFF CONTAINMENT 5� Z2 `f DWELLING=1084 SQ. FT. DESIGN STANDARD=2' 45 1084 x 1 x 0.167 = 179 CU. FT. 22 0 USE 2 — 4'D x 4' DEEP DRYWELLS I , \ TEST HOLE DATA McDONALD GEOSCIENCE 4 \ 8/8/11 BROWN SANDY SILT ML \ p ------ 3' BROWN SILTY SANDY SM �� t. s`� 9. ------ �9. 4' 8 7 1 �ry�7ry0 / 1 A.7' PALE BROWN FINE SAND SP WOOD JETTY NO WATER ENCOUNTERED sT,� AREA=Q,494 SO. FT. AUG z TO TIE LINE CONTOUR LINES FROM TOPOGRAPHIC MAP FIVE EASTERN TOWNS �,`' Q OF f`I,_r I am familiar with the STANDARDS FOR APPROVAL `1' t.M-- AND CONSTRUC770N OF SUBSUR, ACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are K- from field observations and or from data obtained from others. . 10,-`kO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA 170N o 4E �ry OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. PECONIC SURVEYORS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77F7CA710NS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF wDoo JETTY SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. 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C✓ t``" - _" __ __ ---__. ____�._,__ ,_____- _-�________ ____._ ___ _._--.------ -- WiNDSPEED 120 mph / ` t-`i _ - . • . . . . i -WEATHERING Severe , EXPOSURE CATEGORY . B , +` TRRM TUNE DEPTH Moderate to hea ) Q' N (7 T TES Q �••-�� t E windows as noted on Floor Plans indicate EGRESS as required for a 1-•.1 i- - E E a. I+ -- . _ I - - t✓•� . ` L"•.,tx. . t- . �a. -� • DECAY Slight to moderate O- S. P�- . - �- . __ ..____ .... __. - - .- -. . .. _ _ _ ..,_ . - . , _ _ _. -- -_. _ ESIGN DRY BULB TEMP. 11 Degrees F leeprng areas as per Section R310 of the Residential Code of New York State. ' �` l St b1 _..._.• - WINTER D s e Ia'...', .`1 1 M fLC t' : All criteria is designed in accordance with he Building Code " , bight and Ventilation: eti habitable rooms as shown on Floor Plans eonfpm to ro '` �s7j't^Vi� ., . of New York State&the American Forest R Paper Association . re4uirements dt Section R303, with an agiregate glazing area of more then 8% ��,� & '' (AFBPA) Wood frame Construction Manual for One 8 Two of now area,and a minimum ventilating area of 4%of the floor area \ {� � - - . Family Dwellings(WCFM-95)tHigh Wind Addition 3 "a eed Se tiong1609 1.4 4 glazed openings to betprovided with p(ercut plywoodk � CD I . I t✓ 'tom - ELECTRICAL panels to cover glazed openings.7116'min.thick(4'overiap around openirVs). 3 . . : - . - I •�� (! ` Attachment to be as pQr Table 16091 4' 2•1!2'08 wood sdews-12'o/c, 0 . 4 - �P) . :. Y ,2 - t••.I � r APPR®YD P'1,� NU 1 LD Nailing Schedule NWFCM-°1 )Nt4►t WtNoe•oc)TJOP.� a•FPs. 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L7 �: `d - lI MUST 6E COMPLETE FOP,1e O BaumRreroFlnajeuBa•4ai.tEndioi•aBloAinB(Paawaild) Y16d" r•r Z b t N ` f ' II I �: yyV`:•,,�,,. 3 C', pt ppll�RAMWO r ;5}•,d..'•t tM:,ya x;,.?.-. _.r1. { t ALL CONSTRUCTION SHALL M€`ET THE hioisSit,TgNotor046d rroc-"I.d) .-gd P.pi, .` 3 3 . ,. � . i \ .• / ; In REQUIREMENTS OF THE CODES 0► NFVJ p1,.tsee"cbw(Toa ilm)' 2:" :d:a LLI •'" n" _. . V t _� ' . - - - Bioeling o&II er Tap PMe frar•lai)ad) 3I6A rd,alert �� -1 - , % m I YORK STATE, NOT RESPONSIBLE FOR ,-l6d r.b';N - ) - '� ti - (.odBe AdP la Ban iF:e nrled) . M C\ �,,,� `� , T.. ,"', �C lar a.6dglr N Ban(Toe.wirll I.M Pw jofo ' . 3 rr ¢ _ n , � O '� S[1p��t�/y�t e�r1er�q!(l1�'ttcy� W� �iO F B.nd 1a sI la ro•(P d a fso Y J -}•1 . ' C _ 5.-•4 'n - ,1 a' O•>O �,D It r, N 4 I L I t1I V I V 1 1 aw°lo.l ro Sill er Tp►ire n'ne-nJ)N) 9-J6A• ►n loa ,%,, , I✓y! 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I. . __ -y,� _ r _---___ ___ . - -- .__- -. - - ____ _ .,ta + - - • . - - - - r'.. .. . . --- __ -� �.--- t eo*-tTIN, \I�T : ..L II. _I . - � '___ - - C ■ �--5 j .. ' . . _ . . ; t: `,*A`�jy :' "j . . " • _ " ' .- i/ - 5/4'x't -+1-�M' /, z , - . - _.. 'I , / f . __ __ . I i ., ti i, , _ Y_. .) . _ __ _ _- _ __ _.__ ___ -____ ___ _. _ _ ____T--___ "., . -- ___-.- -� I . , 1 . _ . . . . .- �+ .._..� _ _____ F f -., : - --w J� . _ � ' ; - - AW . . . - . . . - - - . �: . �. 0' _ . . // ,� - . - . I �)(,z 0-r-A � - I � :1 L !L1J:;:�I1II�i,'��I��I'.�I,1��fi"4,�F��1i1I��."tfI:�!Iitiii�1��f1?.I�".II 111��FtIJi(III�t!ii��',i�!I�.�1I,.I��LII,��t!I�j,i��z'rC�I�I I��-II.�* , 1 ,... 4 • .. ; . • `i" b NISH DOW3>� .. Lf&IBICAI. - O O tN�aetQ 84�isati I~J CAgPENTgY . Yy1N - S2S? . - - _ i • - .- 1. FRAMING LUMBER: las Fir No.,1 &2 1400 fb re E= 1.0 x'." 1 '. WINDOWS:'Andersen d00 Series Woodri ht, white Low-E insulated . 1.." ELECTRIC SERVICE:New 200 amp uniierground service to be installed. 1. All obristruction to conform to the 20110 Residential Code of<aY State. g ( p). 10°` ' g 2, LIGHTING FIXTURES: as selected b Owner. - f 2. Contractorto verify an dimensions in the field.The Contractor is to notify ' . `WOODEN I JOISTS: ILevet Trus J6W;" sheathing to be nailed&'glued to •• glass with screens. by Owner. TELEPHONE&CABLE: jack locations as shown on Drawin s. , . ' the Architect Of any conflict or'disc�"ric les•on the Drawings and ' 4 , floor joists; Installation as per manufacturers apeclfific♦ations; .. 2. EXTERIOR DOORS: to be selected by Owner.:' g . •boubie flwt joist under parallel partitions and around all openings; • * 3. INTERIOR DOORS: Masonite, 4-panel . Spectko ions. All worts to be completed in a workman like manner. i . -' . i 3. EXISTING CONDI TtONS: 'to be r�em,oved-included(but not limited to):', MiCrogam LVL E a 2.0 x 10. Trus Joist. PLUMBING . it roof 2. • :PLYWOOD: CDX,'INT,APA;exterior glue. - ` '- Ell iES - - `� ;', structure.siding,shingle lath,windows,doors,'existing partitions, . '' �/� 3. 'WALL FLASHING: Aluminum; ' '' -1. WATER SUPPLY:,Conneca to new SCWA water supply line. "�1 Q i pluntbing Rxtures and prping,cabinet$,electrical wiring and.any item as ' 2. PLUMBING(FIXTURES: to be selected b Owner • • ' shown on Drawings or as required. Removal from the site to be`in : 4 INSULATION: fiberglass batts with-vapor barrier,heated side:: µ .1 - SIDING S EXTERIOR TRIM: pre-finished.. , y , provide shut off valves . " . ' Interior wails and second floor.,sound control.batts;unfaced. 2,' INTERIOR DRYWNALL:..:1 ' ' on all water lanes at ail fixtures. Shower faucet to be 7'-0"above Floor. + accordance with all rules and regulations of agencies and municipalities" prune&2 finish coats�tex flat paint; 3. SANITARY SYSTEM:. connect rn r having jurisdiction. 5. BUILDING"PAPER:' 30a Fe►t. - . ' semi-gloss finish at Bath Benjamin Moore or-equal. pip' g to new sanitary system. . I 6. ,,ROOF SHINGLES: Timberline Lifetime High Wind Ardl decturaa aspheft 3. INTERIOR:DOORS�&TRIM:1 prime, 2 finish coat semi-gloss ename# - 4 WATER HEATER: on demand gas-fired water heater. . - , � ,I�., I 1.;,.I-.,�I,1.-1��,I.�I?I;1;'1.L,_..1 I,�-",1_I.1 I4, ....I.�*".rI,,.-�..I*.�I-��,-e,.I I_1I'.,'.,:,,,..-,_:,1�I,I.''-".-I,-,_�,.�-"I..,.,.II.I-...:1.,",r..-"-1 i r.�."LI*I'.'�I�I..�-1.11.��.,I..I._I �.1 r,1I.-.-...-I."1.1 I I�'.I.�1..�1��,.I,.L-��.p.I I�,_I�*,.�.�.::-,��"�I��.,--II-.�.I-1..'-...,.I.�-..-I I...,,.,I�1.-,I...I.1..I�.�.I�,�.�..�.,.I�..,-.I,-I--I,I--I..I-1..-....-�,1..I....I..,.-I-..I I .�-�-�.I..�I�.�I..L,.I�.:I�*I...,-I-..�I.I�-..II.I.._..,-.,.I-.-.�.��-.I-,..�:..-I�'�_,,.�.�....I..I..-�:.� -I I-�..1.',I-,...�.......-�I�.�.I�-...I:�.I..�L.,.I.I1 I-I.�.�.�,.�.-"-I1..�..I,I.,-..�.I�..��I��L I I�..I��.I,.,"�,IL.I��IL I..�.L�.....�'.I-*.I-II-�.�...I�'..��..-....�.'.�.-I.-�.,..�"..�,I I.�,-I'..L...�I..I..�IIL-I..,I..�I.II.I�..�..�I...L.-I�..�L�.........�I,,�I...�.�I.�..I.-I,.�.�..I�.III I I III�...-I.�-,..I.....".I I.-..I I..=..�..L,I�...I.I�.�.,I..�.I=I..I I��.�.I.fI�',��..�L..I..�..I..I 1....--I-.I IL I..I.I.L'."-I_L�.I.1II-.-.I.�I,...�I.II.�I...�.-_.I'I._.��.L.I,.,I 1�_.....�...,.�,.,-.I.�.-I.�.I�I.�I I.,.I-I.-�.....-I.....�.1..-�I I_.��-.-._1I�..�1 I..-..I.-I,I.......V-I..I�-..1.-.I"-..�� I I.�...-�.I.��,I I I.1�I.,-,III...-I I-.."..-��.LI.I�-III II,,II."..I..,�III,..��.I..�... �I I.��-I L1..�-i.I-I.I.I.;�L I I 1,....I.I��1I,I...1 I.I-...I.".I.I__.,II�I.��r�L1.-r.'....�_.j-..�-_.I.II.1-..LII.,I...-I.1IL..I1.'�'I.--...,II..-,--..I�-:..--.�_"��1�..,_I_1 I...._..I,..,_-�-.L.I__.�1,-�,.I�II.._:.-��I.I_..,1�..�I'I,_.�.-..I�I�,..I.-_..:�,1..�_...I,��I�....I--I.,I..II-��I,-"1.-:I._....I�,',.�_.I.T�f,.II-_L�E..I�t_.". _��.I'I.I-I.._,I�II.1II.....��.�I I.-�I....�IIr,:...I..�I.�.1�,-I.-.�..I��-I-.Ij.,.-..-..I.....�1I-I..I.,.j.II.-.I..IL..�I�I�.I.-.�1...M._�.II-�I.�...-I.II.II.,.I-._..-I�-��..I I�.�.I*.II./..._NW�I.�I I II�.�.�I I��.�..-.I�.I..�-l�1-�1-..I,-I..I-.q,I.1..,.�....�I-'.1,.I..'..�1I��t..-1,..-..�-.,I.�,-1.L1....0..1....II-,I�.7.L...I".-.� .I,-I...,.'�I..-.I.-..I.�'�..L.I...I-I P......�..!..-�.�.I.-..I.I.IL'.�..�.II I.L N.,q6..IIIL�,._;I.�-.-f.,-I.�I.I i._l,.I.r.-.�II-.I..I.lI..��..-,�,p I.I..I�.�1!j...�,.-.I.I I.p..I..��'�..I I.LI�.��I.-_-._II.��_�-�..I.-... . ' shingles over 6'Grace Ida&Watershield. ' ,- - paint• Benjamin Mo,6re or equal. - . . ' ;_._. , .- , . . - . , .V ENERGY CODE COMLIANCE 8. WAL'L SHINGLES: Fiber cement clapboards, preAnished, Certainteed ' 1 4. . WOOD FLOORING: sand, 1 coat sealer,2 coats oil-base polyurethane; HYA� .,.�..L.�I...I I...I.�,,�1 I-.-I 1I�i.�.�1I.I....I��-r�I�:.I.III�:'.II---1 III�'I..I,I1,�,.1'.'.,,�L...,�.1 I.�:�,1 -or Jarfies Ha . . . ° . . . I' ' y 'All Construction to conform to the 2010 - . rdy satin•finish. _ ' Energy Conservation Code Of N1Y State. 9. EXTERIOR TRIM: Extruded PvC, by Azek,"Versatex or squat: A : .1. GAS SERVICE: new gas fine to connect to National Grid"service line. . screw atta�ch,-0 holes with pkrgs- OEtZAMIC Ttj„�' 2. . 'SYSTEM: Provide and install new gas-fired warm air heating and r� 402.1:1 Insulation and fenestfr#iom Crltefia. tt), STEPS: sr4•x a,Ph: Mahogany,"stk;stainless steel naffs en ACQ Raining. - . . . ' -� :' .`air-conditioning system with humidfier;Trane,.Lennox or equal.. - � ' Component . . Required '. ;.P'fovidled,_ 1�1,. � GUTTERS&LEADERS: 'Baked White Aluminum 5 x3-1/2" 1., ,..•BATHFLOOR: ceramic tile,as�sefe ' ` Zone: _ : First Fbar .. " gutters- ` ,• ' 2`x3'W8ders with 6"pvc bu Wall ' , . R=13 ..R-1'6 & R-21" '.., " . _ ._. . . ... r • -.. - 'e0i►nect to diywell pipe, Tied 2. INSTALLATION 'thinset tD.floe and tub walls, ova wonderbo9+rd Zone 2 Second Floor O i2.V WOOD FLOORS:s1 Red Oak,25/32"X 2-'U4": 3. - " DESIGN: heating system shall be designed and guaranteed to maintain �eihng R-38 -R-3� L 13. ' STAIRS; #led'Oak treads artd risers. the inside ferrrperatura et 72 degrees F.when the outside temperature is f•' ., . . Floor R-19 R-2'1 .. ' ` 14, - INTERIOR WOOD TRIM: Finger-Joint Clear Pine; txi 4G base,li j�t�aE: .MG 1p+t�ly 10 degrees ,and the wind is 15 MPH. t . "- .. . - ts, / ► v , Cook tl n U-.35 U-.3i2 casings;:1><,# ttr;5 '`'51�x >rdla w� t o.K.; r,. s o sha Ibe de ned a.d aranteed to cool spaces to 76 degrees window 5 +� Lry . 15:. CLOSET SHELVING: 3/4'Plywood,A A,with hardwood edge: ' ' - . , gnd 50%retafive humidity when outside temperature is 95 degrees F: . Q .:Door U-.35 U-.32 - . . i , 'TO the best Of 1"n 16• GYPSUM BOAR 3/2";moisture resistant_ at Bath. Y . - .- - : ` . - knowledge, b6titef*slid . 17, - 'METAL CONNECTORS: S' St Tie "nixed; " . T II profes60hal judgment, these plahis are locations,type and nailing•as shown on Drawings. _ - + - in compiienoe with this Code. - . , - - . , , ` -. _ . • - . . . _ � - . - - I. I . 1 .. -