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Home My WebLink About33971-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34803 Rte: 01/18/11 THIS U~TIFIES that the building NEW DWELLING Location of Property: 300 FAY CT (ROUSE NO.) County Tax Map NO. 473889 Section 123 Subdivision Filed Map No. __ NLATTITUCK (STREET) (HAMLET) Block 5 Lot 11 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 29, 2008 pursuant to which Building Permit NO. 33971-Z dated JUNE 11, 2008 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 COVERED PORCH, SCREENED PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. (NOTE: AKA 3360 CAMP MINEOLA ROAD) The certificate is issued to MAJORIE DUNN of the aforesaid building. (OWNER) SUFFOI.~ C~)~ DEPAR~T OF }~%LTH A~I~RO%~%L R10-07-0125 ~-rKICAL ~TIFIC3%TH NO. PLID~BERS C~RTIFICATION DA'r~u Rev. 1/81 09-4546 06/14/10 H2M LABS, INC. 12/07/09 11/19/09 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII/)ING PER~IT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33971 Z Date JUNE 11, 2008 Permission is hereby granted to: MAJORIE DUNN 1570 OLE JULE LANE MATTITUCK,NY 11952 for : DEMOLITION OF AN EXISTING DWELLING, CONSTRUCTION OF A NEW DWELLING ON AN EXISTING FOUNDATION, TO BE FLOOD COMPLIANT, PER ZBA, SCHD W/ FEMA PERMIT at premises located at 300 FAY CT MATTITUCK County Tax ~ap No. 473889 Section 123 Block 0005 Lot No. 011 pursuant to application dated MAY 29, 2008 and approved by the Building Inspector to expire on DECEMBER 11, 2009. Fee S 1,420.00 ~~~o/~~~ ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. ~'/)" ~"f/~ ~ New Construction: Old or Pre-existing Building: ~ (check one) Location of Property: ~O a F~r C ~ ~77~ ~7 House No. Street V'2'x Hamlet Owner or Owners of Property: ~~/I ~tr~T''~'''' YC~k~ ~(~t~'/ Suffolk County Tax Map No l000, Section /a~ Block ~' Lot -~ ]/ Subdivision Health Dept. Approval: Date of Permit. Applicant: ~l"~l~_ ~ ]ff' Underwriters Approval: Planning Board Approval: Request for: Tempora~ C~cate Fee Submitted: $ ~"~' Final Certificate: (check one) AtqSlicant Signature Electrical Inspectors, Inc. 308 East Meadow Avenue East Meadow, NY 11554 Office: (516) 794-0400 (631)396-7474 Fax: (516) 794-5854 Website: www.electricalinspectors.com Email: in fo~electricalinspectors.com Mail To: Harbor Light Electric, Inc. Charles Lepper 916 North Central Avenue Massapequa, NY 11758 License#: 33126-ME Certificate Number: 09-4546 Municipality: Southold, Town Of Inspector: 124 IssueDate: 11/19/2009t/~ Property Address: Dunn Residence 3360 Camp Mattituck, ~ ELECTRICAL APPR 0 VAL,C ER TIFICA TE AREAS LISTED BELOW ARE APPR~~Y INSPECTION AND FOUND TO BE IN COMPLIANCE W~Iq ~TIONAL ELECTRIC CODE No visual defects were found for the electrical inspection pro~&dA'qo obv~unsatis factory conditions were found in the areas herein b~low only. Residential Inspection Basement 1st Floor: 2 Bathrooms, 3 Bedrooms, 2 Halls, Utility Room 2nd Floor: Bathroom, Dining 2 Car dttached Garage Switches, 1- 40/~mp Oven, Fixtures. 9- WaR Sconces, Heat Fractional Motors, 300Amp Single Phase Panel/3OCkts/l 7 Used, l O0/fmp Master Bedroom. Porch. 2 Walk-In Closets, 4-Smoke Detectors. I- Transformer. 52- 6- Fluorescent Fixtures. 17- Incandescent 7 Condensors. 1- 20Amp A/C Condensor, 2- 15.qmp A/C Blowers. 6- 1- Microwave. l- Hydro Tub GFI. Used, I50dmp Main Panel/2OCkts/16 Used. * Rough 7/24/09 Final 11/18/09 Richard M. Bivone President Philip F. Goehrlng Chief Electrical Inspector Not valid unless signed by an H2M LABS, INC. (631) 694~040. FA,~ (631) 4~0~36 NYSDOH ID# 10478 HARRY GOLDMAN WATER TESTING 8700 MAIN ROAD Copy : Original Parameter(s) Results Lead 0.04 LABORATORY RESULTS For the submitted sample Lab No.: 1006697-001A Client Sample ID.: MARTIN DUNN 300 FAY CT,MATrITUCK SOURCE(COLD WATER PIPE-KITCHEN SINK) (100-123-5- 111R10-07-0125) Qualifier D.F. Units Limit Method Number I % 0.2 SW6010B Sample Information Type : Solder Origin: Distribution Routine Analyzed 06/14/2010 11:43 PM Result(s) reported meet(s) NYS Regulatory Limit(s). Result(s) flagged with ,~ Exceed NYS Regulatory Limit(s). Limit noted. Qualifiers: Laboratory Manager Date Reported: 6/17/2010 Page 1 of I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PE#,- ..ATION [~] FOUNDATION 2ND [ ] INSULATION RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FIREPLACE & CHIMNEY [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] FIRE RESISTANT CONSTRUCTION [ REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ] FINAL INSPECTION ~ROUGH PLBG. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~"INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING ~FINAL /~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~"- '~' -- C) c~ .53?7 I 7-- ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCllON [ ] ROUGH PLBG. ] INSULATION FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Approved Disapproved a/c Expiration BUILD1NG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval PERMITNO. ~2~q'~l'~ CheckSurvey- Septic Form N.Y.S.D.E.C. Trustees Flood Permit ,21~ Storm-Water Assessment Form Contact: ,2 Mail to: i l ~ ~ Z 9) APPLICATION FOR BUILDING PERMIT ~... 7o~? ---- - ..... 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. ~ ~ "~ture of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name ofownerofpremises /(/f ~v/'?e~ ~)~t~t'Q (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: House Su*u~mb~ Street County Tax Map No. 1000 Section Subdivision Hamlet Block ~-- Filed Map No. Lot // Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and. occupancy ~oT.~t~r~t-~ ~ P~d~z~a_e ///~-~4~ ~/f~-~c~..~ )-/- ~,~t~rtOt$'¢e°A . 3. Nature of work (check which apphcable): New Building Addition Alteration Repair Removal 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Demolition Other Work (Description) Fee (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear _Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Size of lot: Front Rear .Depth 10. Date of Pum~hase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO__ 13. Will lot be re-graded? YES__ NO__ Will excess fill be removed from premises? YES__ NO 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * 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. NO 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. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF,~.~//' ) /! ~ ~__~W~'t-''~-- being duly swom, deposes and says that (s)he is the applicant (Name of individ[~l ~igning contract) above named, (S)He is the (Contract~, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~ dayof /~/.o---~ 20ffZ ( c, Notary Public Signature of Applicant MAROAnET C. RUTKOWSN3. Notary pu~ic, State et New Yoffi No. 4962528 Qualified in Suffolk Count~.., .~.. ¢~30rnmission Expires June 3, ..~55~// APPEALS BOARD MEMBERS "---~-'; Gerard P. Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 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 MARCH 13, 2008 ZBA FILE it 6122 -Application ofMarjorie Dunn CTM 123-5-11 PROPERTY LOCATION: 300 Fay Court and Camp Mineola Road, Mattituck 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 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 'a reply dated January 9, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 10,000 square foot lot in the Residential R-40 District with street frontages along both the east side of Fay Court and the west side of Camp Mineola Road. BASIS OF APPLICATION: The applicant is requesting Variances: 1) under Sections 280- 124 and 280-122 based on ZBA Code Interpretation it5029 (Walz Application) and the Building Inspector's amended January 8, 2008 Notice of Disapproval concerning proposed additions and alterations to the existing building. The new construction will exceed the code limitation of 20% lot coverage, and there will be a reduction in the setback from Fay court with an increase in the degree of front yard nonconformity (currently 18.7 feet average), and 2) to remove 10/23/1960 ZBA Condition under Variance #1293 (former owner Herman Pocher) concerning restrictions on front, rear and side yard setbacks. FINDINGS OF FACT The Zoning Board of Appeals held a pubhc hearing on this application on February 28, 2008, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: Page 2 -March 13, 200~-~ ZBA # 6122 - Application of Marjorie Dunn CTM 123-5-11 AREA VARIANCE RELIEF REQUESTED: The applicant relief in relation to her proposal to: 1. Demolish the existing single, f~mi]y, dwelling and retain the existing foun~on with alterations to raise it above the flood plain to satisfy FEMA flood zone standards, 2. Construct a new first floor on the existing/altered foundation with additions that enlarge the dwelling, including a two car attached garage, and a new second story. 3. Increase the proposed lot coverage to 27.5% while the code permits a ma~dmum of 20%. 4. The applicant also seeks to remove ZBA variance #1293 dated October 23, 1969 which disallowed any future setback variances from the side yard, rear yard or front yard on this subdivided property. ADDITIONAL INFORMATION: Section 280-104 of the Town Code states that "Where property in the vicinity is improved with principal buildings with front yards of less than that required by the provisions of this chapter, the front yard setback shall be the average setback of the existing bu/ldings within 300 feet of the proposed building on the same side of the street within the same use district." The Notice of Disapproval calculates the average front yard setback for dwellings on the east side of Fay Court as t8.7 feet. This calculation includes the front yard setbacks of the two dwellings to the South of the subject property at 9.2 feet for Tax Lot # 1000-123-5-12 and 9.9 feet for Tax Lot # 1000-123-5-13. These two homes would yield an average setback of 9.6 feet. However, the Building Inspector also included in his calculations homes that do not use Fay Court as their architectural front yards (land ~(~w or formerly of Mazur to the North fronts on Camp Mineola Road and architectural rear facing Fay Court with a 21 ft~ setback, and the home on Tax Lot # 1000-123-5-14 that faces Reeve Avenue with a 35 ft. architectural side facing Fay Court. REASONS FOR BOARD ACTION: On the basis of teetimony presented, materials submitted and personal inspections, the Board m~kes the following tind~ngs: 1. Town Law §267'b(3)(b)(3)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There are a number of homes with two street frontages in this neighborhood. The applicant's home has a well- established pre-existing non-conforming setback from Fay Court, a narrow private road, that is similar to other neighbors with older cottage-type homes. The proposed front yard setback from the more prominent Camp ~/rAnc~la Road will bc c(~d~o~Lag a~ 35 £cct. Mary ~ther l~omes in the area have been enlarged over time. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applic3a~t cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Even though all of the proposed new construction will msintain the existing non'conforming front yard setback tYom Fay Court of 9.6 feet, the proposed new second story will increase the degree of tkont yard non- conformiW (ZBA 5039 Interpretation/Walz) and would require a variance and the new addition will increase the lot coverage over Wage 3 -, March 13, 2008 ~BA # 6122 - Apphcation of Marjorie Dunn CTM 12375-11 The request to remove ZBA variance #1293 dated October 23, 1969 which disallowed any future setback variances from the side yard, rear yard or fl'ont yard on this subdivided property also requires action from the Board of Appeals. The proposed first floor additions fronting on Fay Court and maintaining the existing 9.6' setback are not permitted under the 1969 decision which was rendered prior to the Walz Decision. The proposed side yards and front yard setback on Camp Minneola are all COnfOrming, thereby complying with the 1969 decision. The apphcant cannot expand the size of their dwelling without a variance due to their lot size and location of the existing foundation. 3. Town Law §267-b(3)(b)(3). The variances granted herein are substantial. The request to maintain a 9.6 ft. front yard setback from Fay Court represents a 48%. The request for an increase in lot coverage from 14.9% to the proposed 27.5%, while the code allows a maximum of 20%, represents a 37.5% variance. The Board notes that since the applicant must Ell in their existing basement to meet FEMA flood zone standards and will therefore loose valuable storage space that the applicant proposes to replace with garage storage, alternate relief in the increase of lot coverage beyond that permitted by code is reasonable. 4. Town Law _~267-b(3)(b)(5). The difficulty has not been self-created for the front yard setback variance from Fay Court, and is self created for the lot coverage because the applicant chooses to build a single f~mily dwelling that is larger than what is permitted by code on this size lot. 5. Town Law _~267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. In addition, the applicant will comply with FEMA flood zone standards. 6. Grant of alternative relief and the requested relief are the minimum actions necessary and adequate to enable the applicant to enjoy the benefit of a new enlarged dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF TI-I~ 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 Weisman, seconded by Member Oliva, and duly carried, to DENY the lot coverage as applied for, and GRANT ALTERNATIVE RELIEF without the need for a new appeal or hearing/determination for lot coverage of 25% subject to the following conditions: 1. The dwelling must be fitted with gutters and leaders that discharge and contain roof runoffin an onsite clrywell; and 2. Submission to the Zoning Board of Appeals and the Building Depa~-£ment of a i~inal survey prior to issuance of a Certificate of Occupancy coniCirming the lot coverage and setbacks, without the need for a new hearing; and to Page 4- March 13, 2008 ZB #6!22 - Application of Marjorie' Dunn CTM 123-5-11 GRANT the variances shown on Chorno Associates' elevation and site map (with survey data) date-stamped received Dec. 17, 2007 concerning the front yard setback from Fay Court at 9.6 feet and removal of conditions under ZBA variance #1293 dated October 23, 1969 which disallowed any future setback variances from the side yard, rear yard or front yard on this subdivided property. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 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: was absent. (3-0). Members Oliva, Simon and Weisman. (Member Dinizio Chairman Goehringer abstained.) This Resolution was duly adopted Ruth D. Oliva, Vice Chairwoman Approved for Filing 3/ .-~!/2008 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET '~)00 VILLAGE DIST. SUB. LOT FOYER OWNER N~ ~-~/ ,", '~. E ~ ¥%'-°'' '~, . ACR. ~.~ ~ ~ ~ ~PE OF BUILDING RES.~O S~S. VL FA~ COMM. CB. MISC. Mk~. V~ue ~ND IMP. TOTAL DA~E REMARKS , ~ ~73Z AGE BUILDING CONDITION ~ I~, , N~ NOeL BELOW ABOVE FA~ Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 ~oodJ~nd ~wampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD 4ous~ Plot DEPTH BULKH~D total ¢ ~ v ~ DOCK COLOR ~4. Bldg. [xtension !xtension ~tenslon )orch Breezeway .~arage Patio total Foundation Ba~ment Ext. Walls Fire Place Type Roof Bath [Floors z4 Interior Finish Heat /,~,~ Recreation Dormer Rooms 1st Floor Rooms 2nd Floo~ LR. DR. BR. FIN. B. Town of S.,o utho ld EroMon, Sedimentation & 8form Water Run.off PROPERTY LOC:AT(OH: ~,C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THB 8UBMI881ON O1~. Se~Uoe elock OERTIFIED BY A DESIGN PROFE8810NAL IH THE ~HumbeC (NOTE: A Check Ma~ (~) [or each Question is Required for a Complele ~plioaflon) Yes No Will this Project Retain All Slorm-Waler Run-Off Generated by a Two (2") Inch Rainfall on Slle? (This item will (nolude all run-off created by site olearlng and/or const~Jctlon aollv t es as well as all 81ts (mprovemenf. s and Ihs permanenl crealion of Impervious surfaces.) This Ilem shall include all Proposed Grade Changes and Slopes Controlling Sail*ace WaterFIow[ Wil[ Ihls. P'coJect Require any Land Filling, Grading or Excavation where there is a ~hange to the Natural Existing Grade Invol¥1ng more (ban 200 Cubic Yards of Maledal wi(hie any Parcel? W~II this Application Require Land Disturbing Activities Encompassthg an Araa In Excess of · Five Thousand (5,000)Square Feet of Ground Surface? Is Ihera a Natural Water Course Running through the Is this Project wl(hth [he Trustees Judsdiction or within One Hundred (100') fee(of a Wetland or Beach? Will there be Site preparation on Exisling Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise One Hundred (100') of Hodzonlal Distance? Will Driveways, Parking Areas or olher Impervious Surfaces be Sloped (o Oirecl Storm-Water Run-Off th[o and/or in the direction ct a Town dghl-of-way? any Item Wilhln the Town Righl-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Wi[I (his Project Require Site Prepare(ion wi(hie (he One Hundred (100) Year Floodplain ot any Water, course? NOTE: IfAnyAnswerfoQuestionsOne(hroughNineisAnsweredwlthaCheckMarklntheBox, aSform-Wafer, Gradtng, Drahmge & Erosion Conlrol Plan is Required and Must be Subm[fled for Review Prior to Issuance of Any Building Permifl EXEMPTION: Yes No Does this project meet Ihs minimum standards for classification as an Agdcufiural Project? / Note: ~f Y~u Answered Yes t~ fh~s Ques~i~n~ a S~rm~a~er~ Grading' ~ra~nage & Er~s~n C~1~r~[ P~an ~s N~T Requ~ed~ STA. TE OF NEW YORK, -- ~ 0wnc~ and/or rcplcscnlafiv¢ of d~c O.,nar or O~m~r's, and is duly aufl~orizcd to perform or have performed ~¢ s~d work md to m~e ~d file fl~s zpplicadon; ~at M] staten mn~ con~ncd in ~s appli~don arc Q~¢ to ~6 best of I~s b~owledge ~d bdicf; ~d d~at d~c work ~dll b¢ pcrrornmd ia d~c m~nc~ set forth in tim application filed herc~41h. o-tJDITH T. TERRY TOWN CLERK I~EGISTRAR OF VITAl, STATIS'I1CS MARRIAGE OFFICI~R OFFICE OF THE TOWN CLERK TOWN OP SOUTHOLD Town Hall. 53095 Mare Road P.O. Box 117q Soulhold. New York 111171 Fax (516} 765-1823 Tclcphon¢ (5 ~61 765- 18(11 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93)], and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93)]. BL2. G. TOWN OF SOLrfHOLD J Southold Town Clerk August 25, 1993 TOWN OF SOUTHOLD APPLICATION PAGE 1 of 4 FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROSqSIONS (APPLICANT to read and sign): 1. No work may start uno a permit is i.~ued. 2. The permit may be revoked il' any false statemen~ are made herein. 3. If revoked, all work mtmt cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire d no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to full'ill local, ~tate and federal regulatory requirements. 7. Applicant hereby give~ consent to thc Local Administrator or his/her rcpr~cntativc to make ~:casonablc inspections rcquh'ed to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN Ad'q) IN ATTACHMENTS TO _ THIS APPLICATION ARE, TOfF MY KNOWLEDGE., TRUE AND ACCURATE. SECTION 2: PROPOSED DEVELOPMENT (To be completed bv APPLICA/~'T) , ~ NAME ADDRESS TELEPHONE BUILDER ENGINEER PROJECT LOC. AT]ON: To avoid delay in processing thc application, please provide enough information to ensily identify thc project location. Provide the street addr~s, lot number or legal dezeription (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. FDP{93} APPLICATION PAGE 2 OF d DESCRIPTION OF WORK (Check all apphcablc boxes): A. STRUCTUtLAL DEVELOPMENT A(~TIVIT¥ [~ew~Structur¢ [] Addition [] Alteration [] Relocation [] Demolition [] Replacement STRUCTURE TYPE ~csidential (1-4 Family) [] Residential (More than 4 Family) Non-residential (FloodprooFmg7 [] Yes) [] Combined Use (Residential & Commerdal) [] Manufactured (Mobile) Home (In Manu- factured Home Park7 [] Y~) ESTIMATED COST OF PROJECT B. OTHER DEVELOPMENT ACTIVITIES: [] Fill [] Mining [] Drilling [] Grading [] Excavation (Except for Structural Development Checked Above) [] Watercourse Alteration (Including Dredging and Charmel Modifications) IZ1 Drainage Improvements (Including Culvert Work) [] Road, Street or Bridge Construction vision (New or Expansion) dual Water or Sewer System [] Other (Please Specily). After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DETERMINATION {To be completed bv LOCAL ADblINISTRATOR) The proposed development is located on FIRM Panel No. , Dated The Proposed Development: [] Is ~IQT located in a Special Flood ["Ja~'urd Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). [] Is located in a Special Flood Hazxrd Area. FIRM zone designation is 100-Year llood elevation at the site is: Ft. NGVD (MSL) [] Unavailable [] The proposed development is located in a floodway. FBFM Panel No. Dated APPLICATION PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR) Thc appticant must submit the documents checked below before the application can be proc~sed: [] A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. [] Development plans, drawn to scale, and spedfications, including where applicable: details for a~cboring structures, proposed elevation of lowest floor (including basement), types of water reslatzat materials used below the £trst floor, dctail~ of floodprooFmg of utilities located below the la-st floor and details of enclosctres below thc £trst floor. A~o, [] Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applie~nt must provide 100-year flood elevations if they are not otherwise available). El Plaus showing the extent of watercourse relocation and/or landform alteratious. [] Top of new l-all elevation Ft. NGVD (MSL). [] Hoodproofing protection level (non-rnsidential only) . Ft. NGVD (MSL). For floodproofed structures, appkicant must attach certification from registered engineer or architect. [] Certification from a registered engineer that the proposed activity in a regalator3' floodway will not result in ~ increase in the height of the 100-yea.r flood. A copy of all data and calculations supporting this ffmding must also be submitted. El Other: SECTION $: PERMIT DETERMINATION (To be comtdcted by LOCAL ADMINISTRATOR} I have determined that the proposed activit3,: A. 13 Is B. El la not in conformance with provisions of Local Law # , 19 attached to and made part of thfa permit. · The permit ia issued subject to thc conditions SIGNED , D)kTE If BOX A is checked, the Local Administrator may i~sue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies, Applicant may revise and resubmit a.n application to the Local Administrator or may request a hearing from the Board of Appeals. APPE. A2~: Appealed to Board of Appeals? O Yes O No Hearing date: Appeals Board Decision --- Approved7 [] Yes Conditioms [] No APPLICATION PAGE 4 OF '1 ~;ECTION 6: AS-BUILT ELEVATIONS (To be submitted bv APPLICANT before Certificate of Compliance is issued~ The following information must be provided for project structures. This section mu-st be completed bY a registered professional engineer or a licermed land surveyor (or attach a certification to this application). Complete i or 2 below. L Actual (As-Built) Elevation of the top of thc lowest floor, inducting basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (NISL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applic~ant. SECTION 7: COMPLIANCE ACTION (To be completed l)v LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section az appLicable based on iuspection of the project to ensure compLiance with the commanit3,'s local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? [] YES [] NO DATE BY DEFICIENCIES? [] YES [] NO DATE BY DEFICIENCIES7 [] Y'ES [] NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be comple[ed bv LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA, (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: [] NEW BUILDING [] EXISTING BUILDING [] VACAN~I' LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: COMPLIANCE IS HEREBY LOCAL LAW # ,19 SIGNED: CERTIFIED WITH THE REQUIREMENTS OF DATED: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # ,19__, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) US. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency M~nagement Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name~/~7,~~, A2. Building Street Address (including Apt., Uni~, Suite~ and/or Bldg No.) or P.O. Route and Box No. C~ty Stat A3. Properly Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, efc.) A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessow, etc.) A5, Latitude/Longitude: Lat. Long. Horizontal Datum: ~ NAD 1927 A6. A~ach at least 2 photographs of the building if the Cedificate is being used to obtain flood insurance. A7. Building Diagram Number AB. For a building with a crawlspace or enclosure(s): /~/~ AD. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) f~¢. sq ff a) Square footage of at. chad garage b) No. of pe~anent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in AB.b ~ sq in d) Engineered 0oDd openings? ~ Yes ZIP C°de/L~,.~~ ,~-NA D 1983 b) No. of permanent flood openings in the attached.,garage within 1.0 foot above adjacent grade c) Total net area of flood openings in AD.b ~ sqin d) Engineered flood openings? [] Yes SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFJP Community Name & Community Number B2. ~/~_.. B6. FIRM Index Panel B8. Flood B4. Map/Panel Number B5. Suffix ! B7. FIRM Date Effectj.ve/Revised [.ate B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item BD, [] FIS Profile ~-EIRM Community,_~Determined [] Other (Describe) B11. Indicate elevation datum used for BFE in Item BD: J~"NGVD 1929 [] NAVD 1988 [] Other (Describe) B12. Is the building located in a Coastal Barder Resources System (CBRS) area or Otherwise Protected Area (ePA)? Designation Date [] CBRS [] ePA State BD. Base Flood Elevation(s) (Zone ~;'---/-"'AO' use base~ flood depth) [] Yes ~.No SECTION C - BUILDING ELEVATION INFORMATICN (SURVEY REQUIRED) Cl. Building elevations are based on: [] Construction Drawings* [] Building Undo: Construction* l~Pfnished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE). AR. ARt+\, AR/AE, APJA1-A30, AR/AH, AR/AD. Complete Items C2.a-h below according to the building diagram pacified in Item A7. Use the same datum as the BFE. Conversion/Comments ~z'~ Check the measurement used, a> //) ----~L_~] feet [] meters (Puedo Rico only) b) --7"3--.-~'L~ feet [] meters (Puerto Rico only) c) ~__~ ._~_L] feet [] meters (Puerto Rico offiy) d) ~_.~_1.~ feet [] meters {Puerto Rico only) e) ~. ~.~._~feet [] meters (Puedo Rico only) f) ~_.~_~'l feet [] meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) __.~2~] feet [] meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including ~..~F'~ feet [] meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Top of bottom floor (including basement, crawlspace, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section f 001~ [] Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ~[~r~es [] NO Title ~..j~ .-,',',',',',',','~//~A"~. Address /,~ ,~ :2~ ' S,gn ture FEMA FornC~'1231, Mar/(~ License Number ._,~;~/~ ._._._? C ° m P a n Y N a m e ~;.¢,..~,~_ _c~I~ //f.,,/',.¢~//~/~. City ~/~ Stat e~y ZIP See reverse side for continuation. Replaces att previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (inc, luding Apt., L.lnit, Suite, and/or Bldg No.) or P.O. Route and Box No. C,ty ~/~_ Stagy /~PCode SECTION D - SURVEYOR, ENGINEER,'OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Cediflcate for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION~ - BUILDING F~EVATION INFORMATION (SURVEY NOT RI~QUIR~D) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters, E 1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure)is [~feet [~meters [~above or [~below the HAG. b)Topofbottomfloor(includingbasement, crawlspace, or enclosure) is ~feet E]meters r"']aboveor [--~belowtheLAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pAqes 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is , [] feet [] meters [] above or [~' below the HAG. E3. Attached garage (top of slab) is __ [] feet [] meters [] above or [] below the HAG, E4. Top of platform of machinery and/or equipment servicing the building is , [] feet [] meters [] above or [] below the HAG. E5. Zone AO only: ifn~fl~~ddepthnumberisavai~ab~e~isthet~p~fthebofl~m~~~re~evatedinacc~rdancewflhthec~mmunity~s~~edp~ainmanagement ordinance? [] Yes [] No [] Unknown. The local official must certi~ this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Properly Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments [] Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authedzed by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and Gg. Gl. [] The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. [] A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO. G3. [] The following information (Items G4-Gg) is provided for community goodplain management purposes, IG4. Permit Number G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued I G7. This permit has been issued for: [] New Construction [] Substantial Improvement GS. Elevation of as-built lowest floor (including basement) of the boilding G9. BFE or (in Zone AO) depth of flooding at the building site Gl0. Community's design flood elevation [] feet [] meters (PR) Datum [] feet [] meters (PR) Datum [] feet [] meters {PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments [] Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 November 9, 2009 Marjorie Dunn 1570 Ole Jule Lane Mattituck, NY 11952 BUILDING DEPARTMENT '-' / TOWN OF SOUTHOLD~~ NOTE: Before the Certificate of Occupancy can be processed a final 'elevation certificate is required from your surveyor. TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00. Final Health Departmentapproval/t,~. 'c[ /~ ~. C~ ~ r~.2; Plumbers solder certificate (all permits involving plumbing after 4/1/84.) Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire Inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. Building Permit: 33971-Z new dwelling Mar 25 09 lO:57a HoFmann Fl~enc~ 516'79804:90 CERTIFICATE OF LIABILITY INSURANCE DATE {MM/DD~YY} 03/18/09 PRODUCER W.J. l-lofrnarm Agency, (nc. 550 Brcadway, Suite 100 Massapequa, NY 11758-5013 Phone (516)798-0087 INSURED Lunz Development Corp. 5 Frances Lane Massapequa Park, NY 11762 Fax (516)798-0430 THIS CERTIFICATE I$ ISSUFD AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON TIlE CERTIFICATE HOLDER. Tills CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURERA: TUDOR INS, CO. INSURER B: NYSIF IN~URER C: INSURER D: NAIC # iNSURER E; COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NA&ED ABOVE FOR THE PC(.ICY PERIOD INDICATED, NOTWI33flSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ~SUED OR MAY PERTAIN. THE INSUR~a'dCE AFFORDED BY THE POUClEB DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CON DrI'IONS OF SUCH POLICIES. AGGREGATE LB41TS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .s. ~DD' IPOUCY E~ECr~VE I ~OUCY LT.R ISRI TYPE OF IN,..~URANCE POLICY NUMBER DATE (MMIDD~YT DATE [MMID[~"~') LIMITS GENERAL UABI L]'t'~' [] COMMERCIAL GENERAL LIABILITY E]E) CLAIMSMADE [] OCCUR GEN'L AGGREGATE LiMFr APPLIES PER: [] POucY [] PRO ECT i-- LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTO~ GARAGE LIABILITY ANYAUTO E~ occur [~] CLAIMS IVlADE EXCESS~JMBRBI.LA LIABILITY NPP1162842 i 04/10/08 04/10/09 EACH OCCURRENCE ~ 1,000,000. DAMAGE TO RENTED PREMISES (Ea occurence) 50,000. MED EXP (Any one person) EXCL PERSONAL & ADV INJURY 1,000.000. GENERAl. AGGREGATE 2,000,000. PRODUCTS - COMPK~P AGO 1,000,000 Z 1417 520 2 11/01/08 11101/09 COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY %r accident) PROPERTY DAMAGE Der accidenl) AUTO ONLY - EA ACCIDENT OTHER THAN F-~ ACc AUTO ONLY: AGO EACH OCCURRENCE AGGREGATE F [] WD STATU- _.~ TORY LIMITS E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT DE$CRIPT(ON DP OPERATIONS I LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT [ SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION TOWN OF $OUTHOLD 54375 RC'UTE 25 PO BOX 'J 179 SOUTHOLD, NY 11971 ACORD 25 (2001/08) QF SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE TH E EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ' ~ 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHAI..L IMPOSE NO OBLIGATION OR LIABIUTY OF ANY KIND UPO~E INSURER, ITS AGE;'.'T S OR REPRESENTATIVES. -' AUTHORIZED SENTAT N 1988 Mar 25 09 lO:5?a Ho?mann R~enc~ 51B?gB0430 p.3 New York State Insurance Fund g~ o r~s , Co~-p~nsadon & DisabiliO, Beneftts Specialists Since 1914 199 CHURCH STREET, NEW YORK, N.Y. I0007-1100 Phone: (8~) g97-3853 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE LUNZ DEVELOPMENT CORP % WM J HOFFMAN AGENCY INC 550 BROADWAY SUITE 1-A MASSAPEQUA NY 11758 F~)~FOYH~L DE R LUNZ DEVELOPMENT CORP % WM J HOFFMAN AGENCY INC 550 BROADWAY SUITE MASSAPEQUA NY 11758 CERTIFICATE HOLDER TOWN OF SOUTHOLD 54375 ROUTE 25 PO BOX 1179 SOUTHOLD NY 11971 I -~alcY ~'~ ..... cE~ F CATE NUMBER !41 ;~ ~2~072- j ........ 55~!'~? PERIOD COVERED BY THIS CERTIFICATE I DATE 11/01/2008 TO 11/01/2009 ] 3i18/200g THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS iNSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 141~'520-2 UNTIL 11/01/2009, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN ~rHESTATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 11/01/2009 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE DOES NOT APPLY TO BUILDING DEMOLITION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ANDCONFERS NO R~GHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. U-26.3 NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/ce~cer[val.asp or by calling (888) 875-5790 VALIDATION NUMBER: 539280869 Permit # Permit Date Compliance Certificate Project Title: Dunn Residence Report Date: O4/26/o8 Data filename: C:\Program Files\Check\REScheck'~Dunn Residence.ink Energy Code: New York Stat~ Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Perceatege: 21% Heating Degree Days: 5750 Construction Site: Owner/Agent: 3360 Camp Mineola Rd. Mattituck, NY 11952 Designer/Contractor: Angel B. Chorno Southold, NY 11971 631-76~6530 Ceiling 1: Cathedral Ceiling (no attic): Skylight 1: Wood Frame:Double Pane with Low-E: Wall 1: Wood Frame, 16'o.c.: Window 1: Wood Frame:Double Pane with Low-E: Door 1: Solid: Door 2: Glass: Floor 1: .NEWoed Joist/Truss:Over Unconditioned Space: 1595 30.0 0.0 54 15 0.550 8 2618 19.0 0.0 123 278 0.330 92 21 0,340 7 275 0.330 91 1595 34.0 0.0 46 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with U~is 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 knowtedgJl belief, and professional judgment, such plans or specifications are in compliance with this Code. .~e~'ve''~'~'~-' ~---- CompenyName ~,,/f,~ii~O ~. Date Dunn Residence Page 1 of 1 Inspection Checklist Date: 04/06/08 Ceilings: Ceiling 1: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" o.c., R-23.0 cavity + R~.0 continuous insulation Comments: _ Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, desedbe fealures: #Panes Frame Type Thermal Sreak? Yes No [] Door 1: Solid, U-factor: 0.340 Comments: [] Door 2: Glass, U-factor: 0.330 Comments: Floor 1: Ali-Wood JoisUTruss:Over Unconditioned Space, R-34.0 cavity insulation Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air tsakage must be sealed. Recessed lights must be 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [] Required on the warm-in-winter side of all 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. ~1 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ~1 Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: E] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [] Retum ducts in unconditioned attics or outside the building must be insulated to R-4. [] Supply ducts in unconditioned spaces must be insulated to R-8. [] Retum ducts in unconditioned spaces (except basements) must be insulated fa R- [] Return ducts in unconditioned spaces (except basements) must be insulated to R-2. · Insulation is not required on return ducts in basements. Dunn Residence Page 2 of 4 [] AJI joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic*plus-embedded-fabric, or tabes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type thngitudinal joints and seams on ducts operating at tsss 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 of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate elecidc meters are required for each dwelling unit. Fireplaces: ~1 Fireplaces must be installed with tight fitting non-combustible fireplace doors. [] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York Stete, the Residential Code of New York State or the New York City Building Code, as egplicable. Sewice Water Heating: [] Water heaters with vertical pipe dsers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat t~ap or is part of a circulating system. ~1 Insulate circulating hot water pipes to the levels in Table 1. 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/off heater switch and require a cover unless over 20% of the heating energy Js from non-depletable sources. Poci pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated b:) the levels in Table 2. Dunn Residence Page 3 ct4 Table f: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes He~edWater Nm, t-Circulating Runouts Circulating Mains and Runoute Temperature (OF) , Up te 1" Up te 1,25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 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" Rurtouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1,0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1 .O 1.0 1.5 2.0 Ceoling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES 1'O FIELD: (Building Department Use Only) Dunn Residence Page 4 of 4 NO. #R10-07-0125 DISTRICT: 1000 S[C~ON: 123 BLOCK: 5 NONCONFORMING LOT LESS 1HAN 20,000 SQ.FT. 55' FRONT 35' REAR 10' SIDE (25' TOTAL) 20% LOT COVERAGE EXISTING SANITARY SYSTEM TO BE ABANDONED & BACK FILLED WITH CLEAN COARSE SAND. LOT(S): .ALLEN DRIVE EXISTING HOUSE,DECKS & STOOPS - 1,394 S.F. SHED - 99 S.F EXISTING LOT COVERAGE 14.9% HOUSE FACES CAMP MINEOLA ROAD REAR YARD 21' · DWELLING '~') '* W/PUBLIC WATER LAND N/F OF MAZUR SHED TO BE o5- 'oo" ?/ "-- / PROPOSED ADDfflON ! STY FRAME ',- DWELLING d 1ST FL EL 7.g }9 W/CRAWL TOTAL WITH PROPOSED ADDITIONS - 2464 S.F. PROPOSED LOT COVERAGE 24.6~. NOTE: AVERAGE FRONT YARD SETBACK FOR DWELLINGS FACING FAY COURT IS 9.6'. ~nnnn.,,.,.,,,,' WIRE EENCE O.3'ih 5' · EL 7.6 PiPE MIN 16 'OAK FO 7.0 Z_ L200 GAU ON SEPTIC EXISTING WATER SERV1CE PROPOSED ~ERVIOU~ DRIVEWAY ADDITION 51'-8" ' --- ..1~-- J ' ' EL 5.~ 12~K ~: eEL 6.2j .I ,-, 2 RAIL Ffl~NCE"' 't [] $ 8§°11'00'' W DWELLINGS 100'00~ W/PUBLIC WATER 'FAX LOT // 1000-125-5-12 ~-~--' ,--. ':-..-':" SET ~IACK 9.2' , ~-"::-:' '. ,'-"' ?,.:;-:..! :' . 'FAY COURT FACES REEVE AVE - 55' SIDEYARD FIRM ZONE AE(EL 8i PANEL 482 REVISELOT COVERAGE 5-6-08 REVISE HOUSE 5-1-08 AREA: 10,000 S.F OR 0.23 ACRES ELEV. 7.0 ~8ROW~ "5~ND -- 6.0' ~12' THE WAI~R SUPPLY. WELLS AND CESSPOOL LOCAtiONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS ELEVA T/ON DA TUM: USGS N. Y. S. LIC NO. 50227 CERiiFIED TO: DUNN: KENNETH M. WOYCHUK L.S. Land Surveyinf and Desifn P.O. Box 3, Mattituek, New York, 11952 PHONE (eSl) 208-1588 FAX (6Sl) :e08-1~88 SURVEY OF: DESCRIBED PROPERTY MAP OF: FILED: SITUATEO AT: MATTITUCK TOWN Or: SOUTHOLD SUFFOLK COUNTY, NEW YORK FILE # 27--110 SCALE: 1"=20' DATE: SEPT. 21, 2007 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAI~ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID T,r,~UE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM D~E PROPERTY LINES TO THE SD?UCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL ',TRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED 0~' UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY S.C.T.M. NO. DISTRICT: 1000 SECTION: 125 BLOCK: 5 LOT(S): 11 #R10-07-0125 ALLEN DRIVE EX,ST,NG ,OUSE.OEC S · STOOPSs,EO -- ,,3949 NONCONFORMING LOT EXISTING LOT COVERAGE 14.9% LESS THAN 20,000 SO.FT. MON I 35' FRONT FD J 55' REAR TOTAL WITH PROPOSED ADDITIONS - 2464 S.F. S,DE <2s' TOTAL) { 20% LOT COVERAGE PROPOSED LOT COVERAGE 24.6% NOTE: -~ AVERACE rHONE YARD SETBACK fOR HOUSE FACES CAMP MINEOLA ROAD DWELLINGS FACING FAY COURT IS 9.6'. REAR YARD 21' EXISTING SANITARY SYSTEM '' DWELLING DRAINAGE 2555 S.F. IMPERVIOUS .17 X 2555 S TO BE ABANDONED & BACK FILLED "~) W/PUBLIC WATER 592.5 = 8' DIA 10 VERTICAL FEET WITH CLEAN COARSE SAND, , C~J SUPPLY 2 8'DIA 5' DEEP POOLS ~* LAND N/F OF MAZUR EXISTING STRUCTUR- SHED SHED TO BE TO BE DEMOLISHED 0 5'N r" REMOVED , U,F o [.-,I, ..-,,,nn,, 2/ lO0.O0 w,RE FENCE 05' o 1~ ~'FRM. $' 0 EL 7.6 pipe ( r PROP( SED~ SHED MtN 16 'OAK FD ' ORal 'LL 8'DI~' ~EP _ ~ 2.7'S 20 ~ J EL 6.8 ADDITION~ [ ~ ~ /~6'0~ ~ FRAME ~ ~ '~ ] . .~ ~ ~ Z - . ~ ~ 8~IAx2~OOLS ~ ~ ~ DWELLING o Z ~ ~o ~ Z 1,200 GALLON SEPTIC 3 1ST FL EL 7.9 w/c Aw · o ~ ~ ~ 387' ~ ~ m Z ADDIT;ON 51'-8" ~ gL(Z.S) ~ ~ PROPOSED ~2'~ DEL 6.2 o EL 5.5 ~ DR~ELL 8'DIA 5' DEEP ~ o 2 RAIL FENCE 0.8'N z ~00.00' ~ I S 85"t t'O0'' ~ DW[LUNGS ~ W/PUBUC WATER E[~. 7.0 ~ TAX LOT ~ 1000-125-5-12 ~ SET BACK 9.2' TAX LOT ~ 1000-125-5-15 S[T ~ACK 9.9' TAX LOT ~ 1000-12~-5-14 ~ FAC~S REEVE AV[ - ~5' S~DEYARD TO FAY COURT ~o-~-o~ ADD DRYWELLS 5-29-0~, THE WA~R SUPPL~ ~LLS AND CESSPOOL R[V~S[LOT COVERAGE 5-6-08 LOCA~S SHO~ ARE FROM FIELD ~SERVA~ONS REVISE HOUSE 5-1-08 FIRM ZONE AR(EL 8) ANO O~ OArA 08rA~NEO F~OM AREA: 10,000 S.F OR 0.23 ACRES PANEL 482 ELEVAnON OATU~: ....... ~_ ............. UNAUTHOmZED ALTERATION OR ADDITION TO THIS SURLY IS A ~OLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LA~ COPIES OF THIS SURLY MAP NOT ~EARING THE LAND SUR~YOR'S EMaOSSED SEAL SHALL NOT 8E CONSIDERED TO BE A VALID TRUE COP~ GUARANTEES INDICATED HE~EON SHALL ~UN ONLY TO THE PERSON FOR ~OM THE SURLY IS PREPARED AND ON HIS ~EHALF m ~E TITLE COMPAN~ GO~RNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI~TION, GUARANTEES ARE NOT mANSFERABLE, THE OFFSETS OR DIMENSIONS SHO~ HEREON FROM ~E PROPERTY LINES m THE S~UCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY NOT INTENDED TO MONUMENT THE P~OPERTY LINES OR TO GUIDE THE E~ECTION OF FENCES, ADDITIONAL STRUC~RES OR AND OTHE~ IMP~O~MENTS. EASEMENTS AND~OR SUBSURFACE STRU~U~ES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY E~DENT ON THE PREMISES AT THE TIME OF 5U~Y SURVEY OF: DESCRIBED PROPER~ CERTIFIED TO: DUNN: F~LED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD ~N~ ~. ~O~C~U~ SUFFOLK COUNTY, NEW YORK~ ..~ ~ ~nd Su~e~g and Desi~ P.O. Bo~ ~, Mat~tueA, New Yoga, ~195~ FILE ~ 27--110 SCALE: 1"=20' DATE: SEPT. 21, 2007 P~O~ (eS~) ~98-~M~ ~ (cai) DWELLING DRAINAGE 2355 S.F. FILLED "r~ W/PUBLIC WATER 392.5 = 8' DIA 10 C~J SUPPLY 2 8'DIA 5' ~* LAND N/F OF MAZUR ~ SHED SHED TO BE o 5'N f'- REMOVED ~85'11 '00" ' ?/FRM'~'. x' 1 00'00' WIRE FENCE 0.5' .N 5' · EL 7.6 PIPE PROP( SHED MIN 16'OAK FD DRYWI 'LL 8'DI~' ~EP ~ 2.7'S 20 q ~ ' - ' PROPOSED ~/~ ¢flEL 7.0 EL 6.8 ADDIT/ON~ [ ~ J ~ ~ DWELLING d ~ ~ 8~IAx2~OOLS ~ ~o ~ Z 1,200 GALLON SEPTIC ~ ~ W/CRAWL H~ ~ ~ r PROP.GAR. ~ EL(6.L ~8'0~ ~ ADDITION 51'-8" "~ EL(7.5) ~ PROPOSED ~ 2'~ ~ eEL 6.2 EL 5.3 ~ DR~ELL 8'DIA 5' DEEp ~ 2 RAIL FENCE ~ O.8'N ~ n~ g z S 85'11'00" W 100.00' ~ DWELLINGS ~ W/PUBLIC WATER S.C.T.M, NO. DISTRICT: I00D #R10-07-0125 NONCONFORMING LOT LESS THAN 20.000 SQ.~. 35' FRONT 35' REAR 10' SIDE (25' TOTAL) 20% LOT COVERAGE SECTION: 12,:7, BLOCK: 5 LOT(S): 11 ALLEN DRIVE EXISTING SANITARY SYSTEM 1 IIII MAY 6 2009 BLDG. D£PI. TOWN OF SOUTHOtD DWELLING W/PUBLIC WATER LAND N/F OF MAZUR SHED SHED TO BE REMOVED 8§°11'00 DEEP B.8 45.0' SHED 12'OAK 12"OAK 1.3' FOUNDATION LOG~TION 04-;0-09 TF 12.1 12'OAK 9.5' DRAINAGE 2355 S.F. IMPERVIOUS .17 X 2355 S.F. 592.5 = 8' DIA 10 VERTICAL FEET 18.0' 28.2' EL($.2) "T-/PROPOSED 12 "OAK EL 5.3 ~, DRYWELL 8'D~A 5' DEEP ~ 2 ~IL FENCE n R ~ 22.0' S 8§°11'00" W SUPPLY 2 8'DIA 5' DEEP POOLS 1oo.00 W,RE FENCE o.% 5' · EL 7.6 PiPE ~-~ MtN ~s'o. ax FD YIN eq ~. 1.200 GALLON SEPTIC ,s o .~ 20TM ~' W.M. E~IS~ ' ~'T~l~ SERVICE EL(7.5) eEL 6.2 [ ~/~ g 100.00' DWELLINGS W/PUBLIC WATER TAX LOT # 1000-123-5-12 SET BACK 9.2' PROPOSED ~ ( PERVIOUS DRIVEWAY I1~ 'H U.P TAX LOT // 1000-123-5-13 SET BACK g.g' WATER EL 1.0 FACES REEVE AVE TAX LOT # 1000-123-5-14 - 35' SIDEYARD TO FAY COURT ELE'V. 7.0 BROWN ADD DRYWELLS 5-29-08. REVISELOT COVERAGE 5-6-08 REVISE HOUSE 5-1-08 AREA: 10,000 S.F OR 0.23 ACRES FiRM ZONE AE(EL 8) PANEL 482 7HE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD O~SERVATIONS AND OR DATA OBTAINED FROM OTHERS. ELEVA,ON DATUM: ....... U_S__G_S_ ............. UNAUTI.IOR/ZED ALTERATION OR ADOITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COP/ES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 1HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS AND~OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES A T THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK FILE # 27--1 ~ 0 SCALE: 1"=20' DATE: SEPT. 21, 2007 N. ~r. S, UC NO. 50227 CERTIFIED TO: DUNN: KENNETH M. WOYCHUK L.S. Land Surveying and Design P.O. Box 3, Mattituck, New York, 11952 PHONE (631) 2~8-1588 FAX (631) 298-1~B8 malntalnlnf the records of Robert J. Hennessy S.C.T,M. NO. DISTRICT: 1000 #R10-07-0125 NONCONFORMING LOT LESS THAN 20.000 SO.FT. 35' FRONT 35' REAR 10' SIDE (25' TOTAL) 20% LOT COVERAGE SECTION: 123 BLOCK: 5 LOT(B): 11 ~ON FD ALLEN DRIVE DRAINAGE 2355 S.F. IMPERVIOUS .17 X 2355 S.F. 392.5 = 8' DIA x 10' VERTICAL SUPPLY 2 - 8'DIA 5' DEEP POOLS SANITARY POOL LOCATION POINT A POINT SEPTIC 14.5' 23.5' TANK ?8.5' 26' LPt 16' 17.5' LP2 21.5' 23' LP$ 27.5' 25.5' LP4 25.5' 29' LP5 31.5' 36' LP6 33' 53.5' EXPI 19' 13' EXP2 28' 20' EXP3 31' 25.5' DWELLING W/PUBLIC WATER LAND N/F OF MAZUR SHED TO BE o : ?/REMOVEO 00.00' W, RE FE,CE 0.3% N 85011'00" fFRM, j EL 7.6 PIPE SHED FD 9.3 CONG. CONG. B~[L 9.6 --9.6', 43.0' o~ 2 STY FRM. ' DWELLING CRAWL 10.1 W.M. EL 8.8 28.2' COVEREO 22.0' ~ / I DRYWELL EL 6.0 2 RAIL FENCE J, O.S'N n n · [] $ 85°1t'00'' W 100.00' DWELLINGS TAX LOT # 1000-125-5-12 SET BACK 9.2' TAX LOT # 1000-123-5-13 SET BACK 9.9' ! I TAX LOT # 1000-12,3-5-14 SANITARY'-tl---50='09 FACES REEVE AVE - 55' SIDEYARD TO FAY COURT ~REVISE FINAL SURVEY 10-01-09 FND LOC. 4-10-09 ADD DRYWELLS 5-29-08. REVISE LOT COVERAGE 5-6-08 REVISE HOUSE 5-I-08 AREA: 10,000 S.F OR 0.2,3 ACRES 8 ELEV. 7.0 BROWN i12' MCDONALD GEOSCIENCE 10-24-07 NE AE(EL 6) 20~09~ 82 EFFECTIVE S~P_T. 25, ~...__~1EFFECTI~ ~ _. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLAS209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COP~ GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY THE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. ELEVATION DA TUM: USGS Land Surveying and Design P.O. Box 3, MatUtuck, New York, 11952 P~0N~ (831) 298-1588 FAX (631) 298-1588 maiatainlnI Ute reeordl of Robert J, Henne~y ' KENN~rrH M. WOYCHUK L.S. SURVEY OF: DESCRIBED PROPERTY MAP OF: FILED: SlTUATEO AT: MATTITUCK TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK FILE # 27--110 SCALE: 1"=20' DATE:SEPT. 21, ~:007 N, Y, S, LIC NO. 50227 CERTIFIED TO: DUNN: &A A-3 SCREENED PATIO PATIO 22- N GARAGE 05/"' 2 /?-/,3." MASTER BEDROOM IN CL. BEDROOM1 BEDROOM 2 , ~ r~ ;LOSET CORRIDOR N &A ~ A-3,-,d -~ O SUN ROOM FIRST FLOOR PLAN SCALE, 1/4 -1 - APPROVED AS NOTED ',JOTI-F¥ BUILDING' DEPARTMENT AT 765-1802 8AM TO 4PM FOR FOLLOWING iNSPECTiONS; 1, FOUNDATION - TWO REQUIRED FOR pOURED CONCRETE 2. ROUGR - FRAMING & PLUMBING 3. iNSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C,O. ALL CONSTRUCTION SHALL MEET THE -2 CODES OF NEW FOR YORK STATE. DESIGN OR ERRORS. 7-?~ 0 KITCHEN LIVING-DINING COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN cODES AS REQU~.,~ED AND cONDITIONS OF ,/ , S0bq'HOLD TOWN Z~' ~, OER%,: ~' % . OF OPEN PL UMB~.R CERTIRCA TION ON LEA~ CONTENT BEFORE :'CERT_IFIq~TE OF OCCUPANCy 80I:9~.USEo ',v wA TER '! EXOEED 2;"~ OF 1% LEAD, ALL * MEET THE F SECOND FLOOR PLAN (z:o¢"~) '-' DO NOT PROCEED WITH // ', FRAMINGUNTILSURVEY / OF FOLI~/~T ON LOCATION,';i r TESTING BEFOI[:[E t RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 o~_.~'~,~wN con~ STORAGE AA IA-3 TOTAL BUILDING OOVERAGE' 2,484 SCl. FT WINDOW AND DOOR SCHEDULE COMPLIANCE WITH FLOOD PROOFING S.C.T,M, # 1000-123-5-11 WINDOWS A T'WT 20111 B TW 24310 C TW 24210 D TW 24410 E TW 3451O F I'VVT 2027 G G55 TW 210210 ,ITW 24510 EGRESS DR 2 BEDROOM 3 DR 3 BEDROOM 1 MASTER BEDROOM DINING DOORS DR 1 ENTRANCE DOOR FWT 2116 FWSL 2168 + FWr 3116 FWT 3168 overall width: 7'-6" including trim. FWH 5068 APLR W/GLIDING INSECT SCREEN FWH 2768 AL + FWT 2711 FWH 5O68 APLR FWH 5068 APLR NOTE: ALL NUMBERS ARE FROM ANDERSEN CATALOGUE DETAIL CRAWL SPACE AREA VENTS AREA VENTS PROVIDED: (3)8"X16" 1420 SO. FT 142 SQ. iN REQUIRED 384 SQ. IN. EACH FRONTAND BACK I I o?A I CAMP MINEOLA RD DETAIL ,I l ,X_o" ./ h O~ FOUNDATION FRAMING PLAN SCALE: 1/4"=1'-0" 73/.0" t-1 K 'TO I II0 FIRST FL. FRAMING PLAN SCALE: 1/8"=1'-0" STRUCTURAL .~, ~w~. SECTION AA.2 SECOND FL. FRAMING PLAN SCALE: 1/2"=1'-0" DATE: 4-26-08 DUNN RESIDENCE MATTITUCK NY A-2 architects, SOUTHOLD~ NEW YORK SUN ROOM ~- :' ~l LIVING-DINING II MASTER ' C )RR PATIO ~ , SECTION A A-3 LIVING BEDRM 1 MECHANICAL SECTION B A-3 STORAGE BEDRM 3 ~.. 13. o SUN ROOM _ 7o///O FIRE PLACE DETAIL · STORAGE GARAGE SCALE: 3/8"=1'-0" ( HURRICANE PROTECTION DETAIL DATE: 4-26-.08 DUNN RESIDENCE CAMP MINEOLARD MATTITUCK NY A-3 CHORNO ASSOCIATES architects, SOUTHOLD, NEW YORK EAST ELEVATION NORTH ELEVATION SCALE: 1/4"=1'-0 ~" SOUTH ELEVATION WEST ELEVATION DATE: 4-26-08 CAMP MINEOLA'RD ' MATTITUCK NY A-4 · " CHORNO ASSOCIATES SOUTHOLD, NEW YORK scale:l/4"=1'-0" FIRST FLOOR ELECTRICAL Or SECOND FLOOR 'l PLUMBING .DIAGRAM SYMBOLS 7~' AU T ~ ~ T DATE: DUNN RESIDENCE CAMP MINEOLA RD ~..~ . , MATI~TUCK NY ~:.o!9,.~...~, ~ CHORNO ASSOCIATES ~I~~7 architects. $OUTHOLD, NEW YORK GENERA · ii CLI~.A__TIC AND GEOGRAPHIC DESIGN CRITERIA i m I~AI~IY I I~'rin [ I I IU~o I .m,m~ I~ m l-'-I- I · '1- I - I GENERAL CONSTRUCTION NOTES, GENERAL FOUNDATION NOTES 6. Provide o-~M ~ M~h c~e ~ c~.~r~ ~ PoufldG~ ~ fa~ every 150 squm-e grade portkm CONSTRUCTION NDTES RDDF FRAMING, WALL FRAMING, FLOOR FRAMING~ GENERAL FRAMING NOTES L tkdmss other~ noted, aU Fr~,~ pmterf~t 'to be tlE+BTR. 9ou~ Fir, 6. Provide btockk~ / brkflp~O In ?to~w. Joists · 8' I~c. Use so~d ~ockin0 In Ploor J~st$ under alt k~rY~ w~Us. 7. PPovide InsuLQ'Um,~ k~FFies at e~ve ve~ts 10e~cueen raKtd~-~ lnstatt dr~Ft iMockin9 IL ti*~tmss othe,'.m~e ~oted, Rom* and Waits e~ ~ ~ ~ ~ ~ ~ve e ~ 4-My 1/~ cov~ over ~m~w ~ ~m ~ ~, 3/4' T~ ~ ~ M~fl~ ~y~ IL Nt roo~s ~ a pH~:h ot' tess that 4q~' st.ttt b~ Inst,,P, ed wi~ Ice & Vot,~P BGPr',~ ROOF SHEATHINGI CEILING SHEATHING, WALL SHEATHING, Iq. YMB~ id CI]I4~N 3. r~ nr~ FLOOR SHEATHING, TABLE 3.8 RDDF SHEATHING REQUIREMENTS FOR WIND LOADS, NOTES, GENERAL DECK & PORCH NOTES L t,¥dess o~*rMr, e noted, att ?m'~u,Q~ *Mtm,~at to be Itl ACQ pressure ~, ~L Foo~Jn0 Fc2~ posts Gad piers to be 4' below grade, Piers stuit ex'~-KI = Fdrde~n c~ &' ~bove 8fade, 6. ~1 FrGnin0 P~t~rlGt tO IMve apprQprkx'~e GGtvm~zed hangers Gad GENERAL PLUMBING NOTES 1. N( I~er sup~y, drainage Gad ventln9 to ~ ~ ~ ~y.~ ~ ~o~t, TAnLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS, NOTES THE~; MITES ME I~LY TO ~E REFERI~n TO J), Fo~ emu stw~z*tl, W~ w~thln 4 Peet ~ the iF HENT~NE~ ~ $CHL'~U~E NATES [~LY. c~, YM 4 fo~t ~ zone attGchn~t requlre~ts shoU 3), FOr ex~erk~ Ixme( ~ e~tvinlzed box ~ls sl~tlt be ~ to ~ substltut~l ~'Or ~ n~tw. GENERAL HVAC SYSTEM NOTES 1. ~t lubc~rmctor Is reep~sllMe ;~ adhe~k~ to alt ~RIce~de codes and Safety r~,,c~rvnents. Mth the m~e~t sup~e~, GENERAL ELECTRICAL NOTES DATE: 4-26-08 DUNN RESIDENCE CAMP MINEOLARD MATTI TUCK NY A-6 CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK RI~][ STRAPPING FOR I6' D.C. RN'TERS I~- I~ I CDNNECTIaN PZTCH ISPAN J CAPACITY I 12'1 644 I I ese 3,12 p106~ 1073 I I 24'l I I m'l 508 I I is' I /I ee'l II /I m, I 392 I/ m, I ~3 [[eO' [ 653 [5,Xe [ 24' / 783 / / 28' [ [ / 3e' / / / / / / IR' / 351 / / w / / / eo, / 585 ] 6,Ia ] e4' / 70a / / eR, / / / 3e' / 93~ / / iR' / / / 3e' / HEADER GIRDER CQNNECTIQNSm ' KUUP HEADER UPLIFT LATERAL SPAN SPAN tbs. tbs, 2' 469 254 4' 939 504 6' 1408 762 20' 8' 1878 1016 10' 2347 1270 12' 8817 1524 14' 3286 1778 16' 3756 2032 2' 620 254 4' 1239 504 6' 1859 76;~ 28' 8' 2479 1016 10' 3098 1270 12' 3718 1524 14' 4338 1778 16' 4958 2038 2' 770 254 4' 1540 504 6' 2310 762 36' 8' 3081 1016 10' 3851 1870 12' 4621 1584 14' 5391 1778 16' 6161 2032 PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD WOOD FRAME CONSTRUCTION WITH ALL MEMBERS ATRIDGE STRAPPING 16' O,C, UNLESS OTHERWISE NOTED, ~_~~ RAFTER-TO-WALL .~CD~ TY-DDVN C~NS RAKE OVERHANG DUTLDDK CaNNECTInNS RAFTER ...... SPAN UPLJP/ 12' DC 361 116' ac 481 - - HDLDDDWNS WHERE REQUIRED UPLIFT CONNECTIONS FDA, RAFTER TO WALL, VALL-TD-VALL AND WALL-TD-FDUNDATIDN VALL-TD-VALL RiiiqF CDNNECTII]N MIN, 8d NAI . ..~. CDNNECTInNS SPAN CAPACITY REQUIRED nlu! 18' 427 tbs. 4 16' 586 tbs. 80' 6~6 tbs, 5 8:'4' 726 lbs. 6 P'8' 8P6 tbs, 7 32' 927 Lbs, 8 36' 770 lbs. 7 12' RAFTER SPAN UPLIFT 12' ac 361 16' ac 481 HDLDDDWN ANCHORS REQUIRED FaR TYPE I AND TYPE II SHEAR WALLS (6' PANEL EDGE NAILING) WALL HDLDDDWN HEIGHT CAPACITY B' 3375 9' 3800 10' 48P5 WINDOW SILLPLATE CONNECTIONS HEADER UPLIF1 SPAN tbs. 8' 854 4' 504 6' 768 B' 1016 10' 1270 18' 15P4 14' 1778 16' 2032 VALL-TD-FaUNDATIDN CONNECTIONS HDLDDOWN ANCHORS MIN. NAIL SPACING FaR Roar SHEATHING w/ ROOF RAFTERS e 16' oc LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE PANEL EDGES SUPPORTS IN THE PANEL FT~In 4' PERIM~ibK EDGE ZONE 6' O,C. 6' O,C. INILKJUK ZONE 6' D,C. 12' D.C. GABLE END WALL RAKE & RAKE TRUSS 4' D.C. 4' O.C. HDLDDDWNS WHERE REQUIRED STRAPPING TYPICAL WIND LOAD PATH N,T,S, -- -- ----' ~ - HDLDDOWN .I I I I I I I I. J J J TYPICAL SHEAR WALL ASSEMBLY N,T.S. MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEUIATE PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 6' 0.C, 12' 0.C, INYE~[UK ZONE 6' D,C. 12' D,C. USE THE FOLLOWING USP BRAND DR APPRDVED EQUAL METAL CDNNECTDRS TO MEET CDNNECTIDNS SHALL BE INSTALLED ACCDRDING TD MANUFACTURES RECDMMENDATIDN CATAI ncil£ NUMBER DESCRIPTION LORD CAPACITY MINIMUM FASTNERS ADS5 HOLDDDWN ANCHOR 4000 Lbs. DOLT TD VERTICAL MENDER, (2) 3/4x3-1/e DOL' BOLT TO ~TII, (1) 3/4x5-1/4 ANCHOR BOLTS TaX6 HDLDDDWN ANCHOR 5100 lbs. BOLT TO VERTICAL MEM~ER, (2) 7/8x3-1/2 BOL' l~nm T TD SILb 7/8x6-1/8 ANCHOR DaLTS KHST2 STRAP TIE 4220 tbs. (6) 5/8' DIA. BOLTS KHST3 STRAP TIE 6180 tbs. (6) 3/4' DIA. BOLTS LSTA18 FLAT STRAP 1055 tbs. 04) 1Od CANNON NAILS LSTA30 FLAT STRAP 1670 tbs, (82) 1Od CANNON NAILS S CATALOGUE RTl6 SPT44 & SPTH4 & 6 ANCHORS THE MINIMUM UPLIFT TO ACHIEVE MAXIMUM GENERAL WIND PRDTECTIDN CDNNECTIDN NDTES ASSEMBLY FDA ~L.L CONNECTIONS AND TECHNIQUES TO ~ m ACCDRI)~ICE WITH THE FALLOWING NANUAL~ · ). 1995 S~C HIGH VINO EDITIGH VflDD FRAHE CGHSTRUCTIDN b>, SSTD 10'n-'99 STANDARD FaR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION c), ASCE 7'-08 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES THE GENERAL CaNTRACTOR AND FRAMER SHALL REFER TO ADOVE MANUALS FaR WIND PROTECTION FDA PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL DE IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 1). RIDGE TO RAFTER ASSEMDLY~ 1-1/4° x 20 GAUGE METAL STRAP SHALL BE ATTACHED TD EACH PAIR DF RAFTERS. WHEN A COLLAR TIE IS USED IN LEU DF A RIDGE STRAP, THE NUMBER DF 1Od COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TAltULATED NUMBER DF Od IN THE STEEL STRAP. 2). RAFTER TO WALL ASSEMBLY, LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR TRUSS TD TOP PLATE SHALL DE IN ACCORDANCE TO CHART INCLUDED. USE 4-8d COMMON NAILS PER RAFTER AND / DR CEILING JOIST TO TaP PLATE CONNECTION AT WALL HEIGHTS UP TD 10' AND AT RAFTER / CEILING JOISTS SPACING @ 16' o.c. F~ AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION. WHEN RAFTER OR TRUSSES DD NOT FALL IN LINE WITH STUDS DELDW, RAFTERS DR TRUSSES SHALL DE ATTACHED TD THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL DE ATTACHED TD THE WALL STUD WITH UPLIFT CONNECTIONS. 3). WALL ASSEMDLY TO WALL ASSEMBLY, WALL STUDS ABOVE AND STUDS DELDW SHALL BE ATTACHED WITH UPLIFT CONNECTORS. WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS DELOWo THE STUDS SHALL DE ATTACHED TD A COMMON MENDER IN THE FLOOR ASSEMDLY WITH UPLIFT CONNECTIONS. 4). WALL ASSEMDLY Ta FOUNDATIaN, FIRST FLOOR WALL STUDS SHALL DE CONNECTED TO THE FOUNDATION. SILL PLATE. OR BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT DF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN .MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN iACCORDANCE WITH TABLE 3.32 DF SD( 1995 HIGH WIND EDITION VDDD FRAME CONSTRUCTION INANURL. WHEN THE STEEL STRAP IS LAPPED UNDER THE DOTTOM PLATE, 3-INCH SQUARE 'WASHERS SHALL DE USED IN THE ANCHOR DOLTS AND THE ANCHOR BOLT SPACING SHALL (NOT EXCEED 72' O.C. FOR DUILDINGS WITH A CRAVL SPACE ne BASEMENT. BUILDINGS WITH A :SLAD-DN-GRADE SHALL HAVE ANCHOR SALTS AT A MAXIMUM OF 32' D.C. STEEL STRAPS IEMDEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE DR MASONRY BLOCK FOUNDATIONS :SHALL DE HOT-DIPPED GALVANIZED CI]ATED. 5). HnLDnavN, HOLDDOWN SHALL DE PROVIDED AS SPECIFIED IN THE SHEARVALL REQUIREMENTS OF TABLES 3.SA-B FOR WALL TYPE I OR TABLE 3,16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4,4.2 FROM THE SD( 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL. A CONTINUOUS LOAD PATH FRaM THE HOLDDDWN TO THE FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDDWN RESISTS THE OVERTURNING LOAD FROM THE STORY DR STORIES ABOVE, THE HDLDDDWN SHALL BE SIZED FOR THE REQUIRED HDLDDDWN CAPACITY TENSlDN CAPACITY AT ITS LEVEL PLUS THE REQUIRED HDLDDDWN TENSION CAPACITY DF THE STORY DR STORIES ABOVE. 6). CONNECTIONS AROUND WALL DPENINGSm HEADER AND / OR GIRDER CONNECTION SHALL DE ATTACHED WITH UPLIFT CONNECTIONS, 7), WINDOW SILL PLATESl WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. 2x4 WALL SILL PLATE (FLAT), I-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS UP TO 6'0. 2x6 WALL SILL PLATE (FLAT), I-PLY FDA OPENINGS UP TD 5'11 AND 2-PLY FaR DPENINGS UP TD 8'9. 7). CATHEDRAL CEILINGSi WHERE RIDGE IS Ta BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER DE NOTCHED AND ANCHORED ON TaP OF THE DEAN DR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL SHALL BE THE SANE AS ABOVE REQUIREMENTS. g). A MINIMUM aF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. USE (8) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS aTHERWISE NOTED. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED. REQUIREMENTS, UPLIFT CAPACITY. NUMBER DESCRIPTION LOAD CAPACITY MINIMUM FASTENERS RTIO RAF ILK-TO-WALL STUD TY-DOWN ANCHOR 585 tbs. RAFTER & STUD. (6) Bd RTDO RAFTER-TO-WALL STUD TY-DOWN ANCHOR 1105 tbs. RAFTER& STUDI (9) EACH PLATE, (4> I0d DUNN RESIDENCE RT7 RAP ILK-TO-TOP PLATE TY-DDWN ANCHOR 585 tbs. RAFTER AND PLATE, (5) 8d RAFTER-TO-TaP PLATE TY-DOWN ANCHOR STUD PLATE TIE STUB PLATE TIE 950 tbs, 1070 tbs. 1470 tbs. RAFTER, (8) PLATE, 8) 8d PLATE AND STUD, (6) 16d PLATE AND STUDI 08) 10xl CAMP MINEOLA RD MATTITUCK NY CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK DATE: 4-26-08 A-7