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Home My WebLink About37000-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 5/23/2013 CERTIFICATE OF OCCUPANCY No: 36255 Date: 5/23/2013 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 786 Bailie Beach Rd, Mattituck, Sec/Block/Lot: 99.-3-7 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore fried in this ofliced dated 2/10/2012 pursuant to which Building Permit No. 37000 dated 2/16/2012 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: Additions & Alterations to a Single Family Dwelling: Kitchen, Great Room, Office, Deck, Bedrooms, Baths, Walk-in Closet, Balcony, Dressing / Sitting Room, Cellar, 'As Built' Rear Deck, as per ZBA #6496, datedl 1/3/11, (see ZBA conditions noted) as applied for. The certificate is issued to Cutrone, Nicholas & Cutrone, Carolyn (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 5/21/13 37000 4/10/13 D~n~tress TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 #: 37000 Permission is hereby granted to: Cutrone, Nicholas & Cutrone, Carolyn 2468 Devon St East Meadow, NY 11554 Date: 2/16/2012 To: Additions & Alterations to a Single Family Dwelling; Kitchen, Great Room, Office, Deck, Bedrooms, Baths, Walk-in Closet, Balcony, Dressing / Sifting Room, Cellar, 'As Built' Rear Deck, as per ZBA, as applied for. At premises located at: 786 Bailie Beach Rd, Mattituck SCTM # 473889 Sec/Block/Lot # 99.-3-7 Pursuant to application dated To expire on 8/17/2013. Fees: 2/10/2012 and approved bythe Building Inspector. CO - ADDITION TO DWELLING SiNGLE FAMILY DWELLiNG - ADDITION OR ALTERATION Total: $50,00 $1,332.30 $1,382.30 ui ding Inspector Form No. 6 TOWN OF SOUl. OLD 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: For new building or new use: 1. Final survey of property with accurate location of all buildings, prope~gt lines, streets, and unusual natural or topographic features. 2. Final Approval from Health D0pt. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical iustalIation from Board of Fire Underwriters. 4. Sw. om 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 Complianee~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 e~mpleted application and consent to inspect signed by the applicant. Ifa 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimmil'ig 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 Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: x,/ Location of Property: -7~(& House No. Old or Pre-existing Building: Street (check one) Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision q q Block ~ Filed Map. DateofPermit. ~- I&~ [~ Applicant: Peamit No. ~--~ -I Cx~¢~ Health D~t. Approval: Lot 7 Planning Board Approval: Request for: Temporary Certificate Foe Submitted: $ ~E3, ~ Underwriters Approval: Final Certificate: ',./ (check one) Applicant Sig~Yature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger r chertt~,town.southold.ny,us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Nick Cutrone Address: 786 Bailie Beach Rd City: Mattituck St: NY Zip: 11952 ~uilding Permit #: 37000 Section: 99 Block: 3 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: James Loney Electric License No: 3864-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commedcal Outdoor 1st FIc~r Pocl New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service I ph L Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: INVENTORY Heat ~ DuplecRecpt ~ CeilingFixtures ~ HIDFixtures HOt Water GFCI Recpt Wall Fixtures Smoke Detectors NC Condenser Single Recpt Recessed Fixtures CO Detectors NC Blower Range Recpt Fluorescent Fixture Pumps Appliances Dryer Recpt Emergency Fixtures Time Clocks Switches Twist Lock Exit Fixtures U TVSS 2-conbination "smoke-co"detector, 4-paddle fans, 2-exhaust fans Inspector Signature: Date: April 10 2013 Electrical Certificate.xls Town Hall Annex 54375 Main Road P.O. Box I 179 Southold. New York 11971-0959 Telephone (631 ) '/65-1802 Fax (631} 765.9502 BUILDING DEPARTMENT TOWN OF SOLFFHOLD CERTIFICATION Date: Building Permit No. --~'.,/fftgtO (Please print) (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of l% Sworn to before me this (Plumb}a~ S~) DAVID J. VOLPl NOTARY PUBUC, State of New Yo~ No. 01V04520426 Qualified in S~folk County Commission Exoires February 28, 20~ 5 Notary Public, _ County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ./ INSPECTION [ ~/'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT COIISlllUCTION [ ] RRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) REMARKS: __ [ ] ELECTRICAL (FINAL) DATE ?0oo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION ] F/OUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL} REMARKS: ~'"~--~~ ,~c DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEa. [ ] FO~JNDAT~D ~ [ ]INSULATION ~/~[/~RAMIN ST~G.~ [ ]FINAL ~[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION /[ ] FIRE RF. SISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:~r~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-18O2 INSPECTION [ ] FOUNDATION t ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [. ] FIRE RESISTANT CONSTRUCTION [ ~..~LECTRICAL (ROUGH) [ REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE /~////~~ INSPECTOR ~ ~ ~ 7000 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND STRAPPING ROUGH PLBG. INSULATION FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ~ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG~H) ..[ ] ELECTRICAL (FINAL) REMARKS: ~/~~ ~ (//~~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND FRAMING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE ///~//~::~// / / INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RO/UGH PLBG. [ ]/J/~SULATION [ VI FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL~) REMARKS= DATL~'~/? ::-~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~d:Jr. ATION FRAMING / STRAPPING [ ] [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SouthoidTown.NorthFork.net Examined ^moved Disapproveda/c tt~,~ffi/{{ Expiration F-- 17 ,20 L3 PERMIT NO. 7000 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: ~. ~ Mail to: Building Inspector APPLICATION FOR BUILDING PERMIT Date [~>lIl ,20 l{ INSTRUCTIONS , filled in by typewriter of 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 belbre 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 l 2 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 inspection~ ,,~ ~¢~ (Signature of applicant or name, if a corporation) (Mailing address of applicant) owner, lessee, agent, ~ngineer, general contractor, electrician, plumber or builder State whether applicant is Name of owner of premises fq (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. I. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section Subdivision Hamlet Block Oo Lot 9 Filed Map No. Lot 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 {°led:~o& t>~c ~-. ~,T Nature of work (check which applicable): New Building Repair Removal Demolition Addition Other Work Estimated Cost Fee If dwelling, number of dwelling units / If garage, number of cars Alteration (Description) (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. Dimensions ?fexisting structures, if any: Front g2.I ± Rear Z Height. 2~ :g- Number of St~ri~ Z Dimensions of same structure with alterations or additions: Front Z[5, Depth q52J Height '~ ~ Numberof Stories Rear I 51 8. Dimensions of entire new construction: Front [ SI Height '~3~ Number of Stories 9. Size of lot: Front ~=-'°1 Rear ~ O~~ 4- 10. Date of Purchase/~kI'~,,XL_ '2.0o0 Name of Former Owner _Depth '-~ I Q [ .Depth ~°l ''~ Rear Z.c2; ~ Depth J"{E"R. EUP,,T GOLDgr.{I Pi 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES J NO 13. Will lot be re-graded? YES NO 7 Wifl excess fill be removed from premises? YES 7 NO 14. Names of Owner of premises P~! ~:lc Name of Architect ~_'rEP,, Name of Contractor AddressT.4c,,80t'~ $-r.~ ~. He, g3~ P.h.qne No9.1G Ad dress'/~l Z ~,t'~o'r~.'~; ,~ L'PW~onCc~No~Z I Address Phone No. 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. PERMIT~ MAY BE REQUIRED. b. Is this property within 300 feet eta tidal wetland? * YES ,./ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16, Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO x/ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) r~.T ~?.. ~E~A ~E: ' ' ............... o~ ...... (~,~ is the app!icant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, ~nd is duly author/zed to perform or have performed the said work and to make and file this application; that all statements contained in thi~ apli~cl~[~C~ruesto the beet of his knowledge and belief; and that the work will be performed in the manner set fo~l~ji~[t~.c~ ~l~eS~e~;~'j~h. ( ~ ' No. OIJ061.8733 /-'j ~.ff Swom, t~,o bT~ore me tll~s ,-,/0 Ouallfl®a In~ ~}uffoll< County // ~, ..~c':-~ day of ~:~~l~.al~'.l dune 0e, a012 /~' -- ~ ~ ' - Notary/T~b-lTc ' - Signature of Applicant TOWN OF SOUTHOLD NOTICE OF DISAPPROVAL DATE: May 31,2011 To~ Peter Gerace for Nick Cutrone 792 Connetquot Avenue lslip Terrace, NY 11752 Please take notice that your application dated May 13, 2011 For permit for an "as built" deck and proposed addition at Location of property 786 Bailie Beach Road, Mattituck, NY 11952 County Tax Map No. 1000 - Section 99 Block 3 Lot 7 Is returned herewith and disapproved on the following grounds: The construction is not permitted pursuant to Article XXII Section 280-116A(1 ), which states: "All buildings or structures located on lots adjacent to sounds and ~lJ there exists a bluff or bank landward of the shore or beach shall be set back not fewer ttl(m 100'~fa~m the top of such bluffor bank." ' The "as~bailt~" deck is noted as bein/27',&om the top of the bluff. The proposed 2 story addition is setba~ 51.5'_ )~ ( Autl~orized §'ignat~re ~ ° BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 119714)959 Office Location: Town Annex/First Floor, Capital One 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 RECEIVED MEETING OF NOVEMBER 3, 2011Soul:hold ¥own Clerk ZBA FILE: #6496 NAME OF APPLICANT: Nicholas Cutrone SCTM# 1000-99-03-07 PROPERTY LOCATION: 786 Bailie Beach Rd. (adj. to Long Island Sound), Mattituck, NY 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 its reply dated July 19, 2011 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 reviewed 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 his reply dated August 23, 2011, 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 "as built" 9.8'X24.9' deck is INCONSISTENT with certain Policy Standards and is therefore INCONSISTENT w~h the EWK}'. Addztlon~lly, the proposed addition at less than the 100 foot setback from top of bluff is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject properly is improved with a single family dwelling and an accessory garage it contains 29,199.6 sq. fi. It has a 20.00 foot right of way on Bailie Beach Rd., 85.00 feet on the south property line, 310.00 feet on the west property line, approx. 97 feet on Long Island Sound and 310.00 on the East property line as shown on a survey prepared by Donald L. Maim, Jr., Land Surveyor dated March 8, 2011. BASIS OF APPLICATION: Request for Variances from Art. XXI1 Section 280-116A(I) and the Building Inspector's May 31,2011 Notice of Disapproval based on an application for building permit for as built deck and rl?.Lg.~osed addition, at; 1) as built deck at less than 100 foot setback fi.om top of bluff~ 2) proposed addition at less th..__an 100 foot setback from t~p ofblu~ RELIEF REQUESTED: The applicant requests relief to m, maintain an as-built 9.8' x 24.9' deck at 27 feet from the top of a bluff, where the code requires a 100 ft. setback. The applicant also requests relief to construct a proposed ~dition at 51.3 feet from the top of a bluff, where the code r~equires 100 feet& ADDITIONAL iNFORMATION: A letter from Suffolk County Soil and Water dated September 27, 2011, advises that no heavy equipment be staged on the bluffside of the house. Additionally, the existing bulkhead is contributing to the stability of the bluff and the bulkhead should be inspected regularly and any repairs should be made immediately to ensure its proper function. The as-built subject deck is partially located in the Coastal Page 2 of 3 -November 3,2011 ZBA File#6496 -Cutrone CTM: 1000-99-3-7 Erosion Hazard Area. The Board of Appeals adjourned the first public hearing on September 1,2011 to October 6, 2011 so that the applicant could appear before the Town of Southold Board of Trustees on September 22, 2011 to obtain the required coastal erosion hazard permit under Chapter 111 and a setback permit under Chapter 275 of the code. These permits were subsequently granted as applied for with the condition that a five foot wide "no mow zone" (non-turf buffer) be established along the top of the bluff. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 1,2011 and October 6, 2011 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 tree and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law 1~267-b(3){b)(1). Granting of the requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The as built non-conforming waterfront deck existed for many years without a CO prior to the applicant's pumhase of the subject property in 2007, and is a common feature to dwellings in this neighborhood. The proposed two-story addition is modest in size at 15 fi. x 18 ft. +/- and is appropriate to the size and character of the subject dwelling and other dwellings in this neighborhood. Both, the as-built deck and proposed two-story addition will be screened from view by mature vegetation. 2. Town Law §267-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. The entire dwelling exists within 100 feet from the top ora bluff and consequently any proposed and/or as-built additions to the dwelling will require a "top of bluW' setback variance. 3. Town Law §267-b(3)(b)(3). The variances granted herein for the as-built deck at 27 feet from the top ofabluff and the proposed two-story addition at 51.3 feet from the top of a bluff, respectively requiring a 73 foot (73%) and 48.9 foot (48.9%) variance from the Code required 100 feet are both mathematically substantial. However, the proposed addition is landward of the existing dwelling's setback from the bluff of 36.6 feet, and there is less potential adverse environmental impacts by allowing the deck to remain than by requiring its removal. 4. 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. It is advised by Suffolk County Soil and Water that no heavy equipment be staged on the bluff side of the house. Storm water run-off shall be contained on site per town code requirements. The Town of Southold Board of Trustees have reviewed this application for adverse environmental impacts and granted the necessary permits to allow the as built deck to remain and to proceed with the proposed addition.. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant acquired 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 pumhase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the as-built deck and the proposed two-story addition, while preserving and protecting ~he character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Goehringer, and duly carded, to Page 3 of 3 - November 3,2011 ZBA Fileg6496 -Cutrone CTM: 1000-99-3-7 ~othe variance as applied for, and shown on the Architectural drawings entitled "Proposed Addition For: ne Residence" drawing #'s, A-1 through A-5 all dated 6-24-11 and drawing #A-6 dated 6-26-11, subject to the following conditions; CONDITIONS: · 1. No heavy construction equipment is permitted on the bluff side of the existing dwelling. 2. A five (5) foot wide "no mow" (non-turf) buffer be established and continuously maintained along the top of the bluff. That the above conditions be written into the Building Inspector's Certificate 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 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, ietbacks and other features as are expressly addressed in this action. The Board reserves the righno substitute a similar design that is de minimis in nature for an alteration that does not increase gae degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Dinizio, Homing. (Absent was: Member Schneider) This Resolution was duly adopted (4-O) Leshe Kanes Wetsman, Chmrperson Approved for filing ~// /19,7 /2011 ..~k~5 ~ Road P.O. l$ox 1179 ~ .N'~' 11971-0959 Tdcphone (631) 765-1802 (631) 7 $ Bl.m ~I~G DEPARTMEHr TOWN 01~ SOUTHO~.~ APPLICATION FOR ELECTRICAL INSPECTION JOBSITE INFORMATION: (*indicates required information) 'Cross Street: ?hone No.: Perm~ No.: ,'~ '~ OD o Tax Map Disbict: 1000 Section: Block: Lot: ~JRIEF DESCRIPTION Of WORK (Please Print Clearly) ' (~ Circle NI That Apply) *is job ready for inspection: *Do you need a Temp Certificate: (~/NO YES Temp Information (If. needed) *Service Size: 1 Phase 3Phase 100 *New Service: Re-connect Underground Additienal Information: ~ ' I~: Final 150 200 300 350 400 Other Number of Meters Change of Sen/ice Overhead ~PPLICATION ~)EC 1 0 201Z 824~'~uest for Inspection Form GERACE ARCHI'TECTURE STUDTO 792 CONNETQUOT AVENUE, ISLIP TERRACE, NY 11752 PHONE 631-277-0190 · FAX 631-277-0278 February 17, 2012 To; Town of Southold - Building Dept. P.O. Box 1179 Southold, NY 11971-0959 Attention; Kimble Re; Building Permit Application of; Nick & Carolyn Cutrone 786 Bailie Beach Road f4attituck, NY 11952 Suffolk County Tax Map # 1000-99-3-7 Dear Kimble, Per our telephone conversation of earlier today please find enclosed, check in the amount of $:~,382.30 for building permit fee for above referenced project. At your earliest convenience you may mail the building permit to my office at the address indicated at top of this letter. If you have any questions at all, feel free to contact me. Best regards, Peter A. Gerace II PAG: tas C.C.; Nick & Carolyn Cutrone Enclosure ,, 37000 BUILDING PERMIT EXAMINER CHECKLIST Applicant: . t/:9~---'~ ~ Architect~gag;.~c; f~ ~c'~Let~'q~ SCTM#1000-- ?~-- ~ -- 7 Subdivision: Property Address: *Date Submitted: Owner: City: Estimated Cost: '~" Zone: ~O Conforming? Building Permits (Open/Expired): BP __-Z / C/0 Z-__., Info: BP __-Z / C/0 Z-__., Info: BP... -Z / C/0 Z-__, Info: Single & Separate~Search Required? Y oK.~JDetermmation:. R.EQ. Lot Size:(~--eL ~-tg/q) ACT. LotSize: ~Q. Front ACT. Front ~Q Side ACT. Side ~Q. Re~ PROP. Rear ~ ~Q.~gh~ ~ ACT. Height_ , R~. ~o~H $I~S A~T ~roj~ct D~c~iption: ~~~ ~ ~ ~ ~.~, ~ Ify~, water~ody: %~. ~ PanelO ~ Flood ~ne: ~' ~Bul~ea~luffDistane~: ~ ~DITIONALAPPROVALS~QUI~D ?kh~(~)Sl~a~, ~e~L~b ~Su~V~Y oR 5'IRE P~8 o~ Suffolk Coun~ Health: Y o(~- If yes, *Bed~: *Date: / / *Permitg: Town Septic: Y- ~ - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRIg-nECg/ln5 Y o0- Date: / / Southold Trustees: Y or/~'~- Date: Southold ZBA:~) or N - Date: / / Southold Planning: Y o0 Date: / Town LandmarkCofA:Yo _~. TE: CO~ITRIt<7. T, OR L, Ic ~:-a/_~ ~' DISAJ~ILI~y Notes: Permit #: Permit #: Permit #: Permit #: L Ilt~lt. t TY BP __ -Z / C/O Z- , Info: BP -Z / C/0 Z- _, Info: REQ. Lot Coy. ~1 o'~ ACT: Lot Coy. or NJ Letter - Notes: or NJ Letter - Notes: - Notes: - Notes: *NYS CODE ~_ompliance (page 2): Y or N .Fee Structure: Foundation: o%7/a SF First Floor: 7~a~. SF Second Floor: 7/It-7 SF Other:¥t5.8O,/kT' ~z3 ~ SF i)ffolo/..IT) oN ~/~ SF Calculation: + Initial Fee: $ ,9--00. OO 9~¢ Additi°nal Fees! iXn t$i~:i i : c OF o ~ ~O,OO+ Additional Fee (~5 b¢~): $ ~ ff ~ A5 BUILT gEE~S,~O TOT~:$ 3g ,3o NEW YORK STATE CODE COMPLIANCE CHECI~LIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: · Ground Snow Load: Weathering: Severe Design Temp: 11 __ Frost Depth: 36" __ Ice Shield Underlay: YES . USE/OCCUPANCY CLASSIFICATION: · HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N CELLING JOISTS: Y/N FLOOR JOISTS: Y/IN LUIVIBER SPECIES AND GIrL&DE: Y/N Wind Speed: 120MPH__ Seismic Design Category: B . Termite: M-H' Decay: S~M Flood Hazards: GIiLDERS: ROOF RA~TERS: WI3qDOW AND DOOR SCHEDULE: ,MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N XrENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING PdSER D[AGP-.A~ LOCATION OF FULE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTEFICATION: Y/N TOTAL COMPLIENCE? Y/N (~TU~ TO PAGE ONE) Z LONG ISLAND SOUND 36.08' 31.01' 24.8' p~p i&i/2sr DWELL LOT 6 Z JOB #10-25g-SO SURVEY DF PRDPERTY LBCATED AT MATTITUCK TOWN DF SDUTHDLD SUFFDLK CDUNTY, NY S,C,T,N,~ 1000-99-3-7 CERTIFIED TB~ NICHDLAS CUTRDNE PREPARED BY~ DONALD L. MALM, JR LAND SURVEYOR' 61 NASSAU AVE ISLIP, NY 11751 631-581-0003 SCALE, 1'= 30' DATE, MAR, 8, EO!l LONG ISLAND SOUND 35,4' Proposed re~ulUng lot coverage ~ %100 ~. Feet = 7.19% . PLOT PLAN 1" ~O' (~FOUNIS:>ATION PLAN ~ ~,,_..~o, NOT[; PLOT PLAN BA~ID ON ~U~V~¥ OF m ~.) B~ BEA~ROAD A-1 , BATH NEW HOHE OFFIGE GLO. II I ~REAT LINE OF 2nd FLOOI~ II FLO0t~, PLAN I ' I GLO. II II ~)5EC, ,,OND FLOOR PLAN 1/4"= 1-O I J NEI~I 1,4ADTER I J B~)RO0~ eUITE GlO. Z A-2 ~~_t~.ONT ELEVATION ~ ly4" 71'~o" FIN. PI~T FL. (~t~,E ~A~ ELE~VATION A-4 :IN. PIROT Fl-. FIN. FI~-~T ~[- _ __ , TOP.OF pLA? ir .... 71 ~~_EFT SIDE ELEVATION 1/4" 7~ IL ILl J FIN. FIf[OT FL. I/ III (~_~®HT 51~P_... ELEVATION ;~_~' 2010-12"/ C,/ItvlATIC, ANP ¢SEO~RAPHIC, ~ESI~N C, RITERIA (AS SUPPLIEP BY JURISl~IOTION) ENERGY CODE OOMPLIANOE~ REScheck Software Version 4.4.2 Compliance Certificate Project Title: Cutrone Residence Enelgy Code: 2010 New York Energy Conservation Construction Code ,Ceiling 1: Flat Ceiling or Scissor Tress Ceiling 2: Flat Coiling or Scissor Tress Wall 1: Wood Frame, 16" o,c, Window: AXW281: Wood Frame, Double Pane with Low-E Window' CX135: Wood Frame, Double Pane with Low~E Window: CX13th Wood Frame, Double Pane with Low-E Window: CX13~ Wood Frame, Double Pane with Low~E Window: CX135: Wood Frame, Double Pane With Low-E Window: CX135: Wood Frame, Double Pane w3h Low-E WindOW: AXW281: Wood Frame, Double Pane with LOW-E Dc~l: FWG8868R' Glass 555 30,0 324 30.0 240 21.0 8 9 9 40 270 21.0 6 6 4 4 4 0 0 19 0.0 8 0.330 3 0.330 3 0,330 3 0.330 3 0.330 3 0 330 3 0,330 3 0.330 13 0.330 0.33§ 0.330 0,330 0.330 0.330 0,330 0.330 0.330 0 330 Floor 1: Ail-Wood JolsCrruss, Over UncondiManed Space 278 21.0 0.0 12 0ECGND FLOOR FIf~T FLOOR GO. C---f' I I I I I I Nm M~T~ I I I J4" I I I I I ( )PLU BIN f lSEf 5C, HEIvfATIC. 1. THESE PRAPIlN~S HAVE BEEN PREPA~E~ BASE[::) UPON ANI::;' IN A~Oi~I~ANC, E TO THE NE~ YO~ 5TA~ ~E~IDENTIAL OON~UOTION CODE OF AUSUST 2010. 2. THE I~ESI~N FOI~ THIS Pt~OJEC, T HA~ BEEN PREPAi~EI:2 IN ACCOrdANCE TO AN~ USIN~ THE FOLLO~IN~ C~I ~ ~IA; THE ~OO~ F~E OONS I'~UOTION ~ANUAL FO~ ONE AN~ T~O FA~IL% NOTE; CONTRACTOR. I~ESPONSlBLE FOR THE PROJECT MUST HOL~ OEf~TIFIOATION F~O~ EPA UN~E~ TITLE 40, PA~T ~45 IN ~E~A~5 TO PAINT-LE~ H~ A5 ~E~UI~ED. LONG ISLAND SOUND LE~ENE2: RETAIN STORM WATER RUNOFF PURSUANT TO CHAP'TEB 236 OF THE TOWN CODE. ELECTRICAL INSPECTION REQUIRED PI. UM,~ER CERTIFICATION ~?V LEAD CONTENT BEFORE ERTIFICA TE OF OCCUPANCY SOLDER USED IN WA TER ,~Ui°pL Y SYSTEM CANNOT ~-'EV S ONF~ EXCEED 2/10 OF 1% LEAD. ~ ~ ~<~'~ ~"~ ' pLUMBING AND FULL BA~ AT ~L PE~I~ W~TE & WA~R UNES NEED TEeING'BEFOrE COVERIN~ USE IS UNLAWFUL WITHOUT CE .R,,T, IFICATE OF OCCUPANCY ._ ~U~Y~ PRI~ TO ~CIN* ~l~ ALL CODES OF S (64°23t00" W 85.00' ik, )PLOT PLAN 1 "=50' OCCUPANCY OR 4 FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. APPROVED AS NOTED DF~E &-/ (~- I ;;Lu p # ?' ~ ~ 0 o NOTIFY BUILDING DEPARTMENT AT 785-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS' FOUNDATION - TWO REQUIRED FOR POURED CONCRETE STRAPPING, ELECTRICAL & CAULKING NOTt~; PLOT PLAN I~A~ED ON SURVEY OF ~ONAL~ L, HALH, JR,. (LIO=NSI=D LAND 6U~VE¥OF~) DATED MAI~GM EL 2Oll, (i~i~AV~.) B~d~LIE BEACFI ROAD A-1 STATE & TOWN C I I I 'a (T'mlC^L) ~-~_OUN~ATION (TYPICAL) · ,~ ~tlN~O~ / DO0~ - HEA~EI~ 5C.,HEPULE '~ UNLE55 OTHE~INISE 5PEC. IFIED TYPIC, AL FOUND./FT~. TYPIC, AL 5LAE, CON5 I'~UCTION: Z A-2 ~ EXI,GTIN~ IDATH ¢.,ONVE~T EXI~TIN~ tDED'~OOH TO NEY'I HOME OFFICE L~NE (DF E~ISTING' CCDLL~f~ TIE ABOVE -(BETTER NC'T~= ALI. pO~TS IN ENTII~E PROJECT ARE TO BE PROPERLY CUPPOI~TC-Z? EITHE~ C.4:DNTINUIN¢ TO POUNDATION~, I I I I ~~. ~,~,,'F F=LOOt~, PLAN NF..~ KITCHEN NE~I DEC, K NOTES: jo..,,,,,, REVIDION5 111 FLOOR PLAN J,~ALK IN ceo. 7~-7 NOTES: A-4 TYPIC,AL FOUND./PT~. TYPICAl DLA~ C,,OND'Ff~UOTION: TYPICAL INTERIOR I'flALL C, ONDTt~UCTION: 'TYPICAL EXTERIOR YtALL OONDTI~JC, TION: TYPICAL OHIN~LE '~OOF= OONO'TP-,UOTION: ATTIC, TYP'I~,AL LOA~ PATH C, ONNEC, TION NOTED: TOP OF pLAT~ EXIDTIN~ BED RH. TOP OF =IN. PIROT EXISTIN~ DEN 'A' ,,,~P. IINDO~ / DO01~ HEADEf~ OC..HEDULE HEA~ER HEADER ~ UNLES~ OTHE~Y~ISE 5PE~,IFIED REFFER TO HICROLLAH MANUF,&C, TUREP-.'~ .E)PEC.IFICATION PUBLICATION NUHE. ER 20.20 FOR BOLT. I/~HER, NfA"~RIAL A-5 T~PICAL FOUND./I=T~. T~PIOAL ~IAB C~ON~UCTION: 'Pr'PIC, AI INTERIOR PIALt GON~ iI'p~LI~TION: TYPICAI EXTEf~IOP-..['flail CON51~U~,TION= ThIPIC~AI SHINGLE ~OOF CON~ t't~UC. TION: (TYPICAL). TY'PIC,,AI IOAD PATH C, ONNEC, TION NO It:5: FIN. SECOND FL, TOP OF PLATE PIN. FII~ST FL, TOP OF PLATE I I I I I 0 N 1/4" = 1'-0" ATTIC ATTIC, pLATE FIN. ~.C,OND ?L. (AT f~:2oITON) TOP CF pLAI~ fat ~O TION? FIN. NOTE~: I~IINO01~I ~ O00f~ NOTE~: NOTEO: ¢I~PICAL.), II FIN, pIR.~T FL. TOP OF PLA't~ FOUNI~ATION (V,I.FJ -- J '1 II ? FIN. FliP-,ST FL. TOP OF pI./kTE FIN. ~EAOE i-' f ONT ELEVATION .2010-12'/ 1.2-21-11 FIN. FI .~..~T Fi... FIN, ~-~_~_EA~ ELEVATION 1/4" ';- 1'--'~7 / \ TOP OF pLATE -~ ~INI;'O~ / [200f~ - HEADEP-. 5CHE, DWLE HE.A~E~. HEADER .'~ UNJ..E~5 OTHERWISE ~PECIFIE~ I11 ,n ltl ~ A-8 FiN. ~ECONID FL.. FIN. FIR~T FL. EXI~TIN G, FIN. '1 I LIN~ OF 12" ~P P,C,. PIE~ ~'-0" fHIN.) E~ELOPt FIN. Fi~'I' FL.. TOP.OF ~'[.~"m EXISTINE~ FIN. ~)LEFT~_.~_:,,__.~ 51DE ELEVATION ~ UNLE~ OTHE~FII~E ~PEC~IFIE~ (~) 1/'a" d~ LA~ t~OLT~ AT EAGN -- JOIOT (TYPI6AL) I I EXTER, IO~P, tALL C, LEA~ANCE C.,ODE PAP-T C, HII~NE'T' --BEND STP--AP5 DOYEN 5" INTO JOINT ("I'h"PIC, AL) NOTES~ NOTE; DETAIL 15 5C.,HEHATIC IN NATURE. CON~ACTO~ TO R`EFER, TO ALL N¥5 CODE R`E~UIR`ElvlENT5 AND ~ETAIL5 IN CHAPTER, 10 Of N'Y5 (~?o~NE¥ ANC,HOf~IN~ SCHEMATIC, (TYPIC. AL). VENT (TYPIC, AL). ~C, HEDULE -'~ UNLE55 OTHEf~Y~IOE 5PECIFIE[~ __ TOP OF ,PL~T~ (~T ADDmON) II NE~ P.C~. FCAJNDATION ~!~H:T SlP~ ~L~VATION ~ 1~4"-- ~ ,Tm -1 A-lO NAILING SCHEDULE (EXPOSURE NUMDOR OF NUMBOR OF NAIL SPACING 3 - Bd 3 - lOd PGA RAFTER 3 - 8d 3 - 1Od PER JOIST RnOF FRAMING JOINT OOSCRIPTION RAFTER TO TOP PLATE (TOE-NAILED) CEILING JOIST TO TOP PLATE (TOE-NAILED) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (HEEL JOINT) RAFTER SLOpEI SiIG 4112 RAFTER SLOPEi 3112 TOP PLATO TO TOP PLATE (FAOO-NAILEO) TOP PLATE AT INTORSECTIONS (FACE-NAILED) STUD TO QTUD (FACE-NAILED) HEADER TO HEAOER (FACE-NAILED) TOP OR BQTTOM PLATE TO STUO (ENO-NAILED) V/ALL FRAMING FLOOR FRAMING 0 - 8d DOTTOM PLATO TO FLOBR JOIST, BANBJOIST, ENOJOIQT OR BLOCKING (FACE-NAILED) JOIST TO SILL, TOp PLATE OR GIRDER (TOE-NAILED> BRIDGING TO JOIST (TOE-NAILED) BLOCKING TO JDIST (TOE-NAILED) DLOCKINO TO SILL OR TOP PLATE (TOE-NAILED) LEDGER STRIP TO BEAM (FACO-NAILED) JOIST ON LEOOER TO SEAM (TOE-NAILED) SAND JOIST TO JOIST (END-NAILED) BAND JOIST TB SILL OR TOP PLATE (TOE-NAILED) 3 - 8d 4 - lcd EACH CLOCK 4 - 16d EACH JOIST 3 - 1Od POE JOIST 4 - 1Ed PER JOIST 4 - 16d PER FOOT RDDF SHEATHING STRUCTURAL PANELS I GABLE ENDWALL RAKE WITH LOCKOUT BLOCK INTERIOR ZONEs PERIMETER ODGE ZONEs 8d lOd 8d lOd 8d lOd PANEL EDGES 4# 4# INTERMEDIATE SUPPORT 6# 4# 4' 4# CEILING SHEATHING I 5d COOLERS I 5d CODLORS I 7' EDGE / 10# FIELD GYPSUM V/ALL SHEATHING PANEL INTERMODIATE STRUCTURAL PANELS/HARBDDARO EDGES SUPPORT INTERIOR ZONE~ 8d lOd 6' 6' GYPSUM WALLDOARD 5d COOLERS 5d COOLERS PARTICLE DDARD PANELS 8d 8d FLDDR SHEATHING STRUCTURAL PANELS, 1' OR LESS Bd GREATER THAN 1' SEE MANUFACTURER EDGE / lB' FIELD EDGE / 6# FIELD NAILING NDTES= 1, NAILING REQUIREMENTS ARE DASOD ON WALL SHOATHINO NAILED G' ON CENTER AT THE PANEL OOOE. IF WALL SHEATHING IS NAILED 3' ON CENTER AT THE PANEL EBGE TD OBTAIN HIGHER SHEAR OAPACITIES~ NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUDLED~ OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES~ SHALL DE USEO TO MAINTAIN THE LBAB PATH, B, WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER nF NAILS SHALL SE PERMITTED TO BE REOUCEO TO 1 - lcd PER FOOT, 3, CORROSION RESISTANT 11 GAUGE ROOFING NAILS AND 16 GAUGE STAPLES ARE PERMITTED~ CHECK FOR ADDITIONAL REQUIREMENTS, 4. ALL QUANTITIES ARE CASED ON 18' O,C, SPACING FOR ROOF RAFTERS & COILING JOISTS ANO 16' 0,O. FUR STUDS, 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PORIMETER EDGE DF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK~ THE 4 FOOT PERIMETER EOGE ZONE ATTACHED REQUIREMENTS SHALL BE USED. 6, FOR ALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED, CLIMATIC, ®EO R. APHIC, DESIGN C,R. ITER-IA (AG 5UPPLIE[2 B'r' JUt IOISIC, TION) ~NIND 5EIOMIC, OU~JEC~T TO DAMAGE He-OM iCE SHIELD FLOOD AIR WINDOW HOTEl ALL NEW WINDOWS AND GLASS DOORS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE ~DDUBLE JOIST ~ POST TEST DF ASTM E 1886. DR THE CONTRACTOR SHALL PROVIDE PRE-CUT 1/2' PLYWOOD PANELS TO 4-- \(ONE HA, SIDE) COVER THE GLAZE~ OPENINGS & SHALL PRE DRILL E~GES AT 1~' O,C, TO ACCEPT ~-1/~' ~8 / vi ~ 4X4 WOOD PBST WDO~ SCREWS AN~ PROVIDE ABEQUATE NUMBER OF SCREWS FDA FASTENING. ~ SIMPSON STRONG-TIE m 1/~' ¢ THRU BCCUPANOY, CO. 0S20 AT H'DER -- ~ 'BLTS --~ T ~[SI~NTIAL - $~N~L~ ~ANILY ~TTACH~g ~ POST CONNECTION ~ JOISTS I AT ~ERY WALL (16" I S BS~ O.C,) WITH MINIMUM / SIMSDN RESIDENTIAL C03E OF NEW YORK STATE 2010, W009 FRAME CONSTRUCTION MANUAL (WREN> (4) 8d NAILS mN ~CH ~,~ SIMPSON HURRICANE AHERICAN FOREST & PAPER ASSOCIATION - (aO0i E~ITmN> nu~,,~ IAIAI HURRICANE TIE ~ DEGREE DAYS, 5647 (SUFFOLK, NY) DECKS, 40 PSF ~SIMSBN BO4 ~ SIMPSOh POST CAP ATTICS, 80 PSF POST CAP II AC4 EA. SIDE SIMPSON H3 RBBHS OTHER THAN SLEEPING ROOMS, 40 PSF ~SIHPSON POST HURRICANE ALT, PORCH/DECK/JOIST PORCH/DECK/JOIST ENERGY NBTES ~. CERTIFIEn CONFORMANCE FOR ZONE 4. CONTRACTOR ID PROVIDE S, WBB~ FRANE~ FLBB~S, WALLS AN~ CEZLZN~S SHALL H~VE AN APPRBVE~ VAPOR ~AEEZE~ STRINGENT SPACING SHOWN (PERMEANCE ~ATZNG OF LO PERM) ZNSTALLE~ DN THE WAEH ZN WINTER SZ~E BF THERMAL ANCHOR ~BLTS, PER SQUARE FOOT OF WINDOW AREA, SWINGING DOORS SHALL HAVE A MAX, AIR ISO-~O0 CFM, ALL FLUES SHALL HAVE TIGHT SEALED DAMPER VlTH A MAX. AIR LEAKAGE DF ~0 CFM, ALL FIREPLACES SHALL HAVE TIGHT-FITTING NBN-CBHBUSTIDLE DBBRS, ~,~ ~BR ENTIRE PROJECT, k WCFM Table 3.2A \ANCHOR BOLTS 5/8" ANCHOR BOLTS Sill or Botforn Plate to Foundation Anchor Bolt Connections FaStest-Mile Wind Speed Fastest-Mile Wind Speed ~ (mph) (mph) Resisting Lateral & Shear Loads (PrescriptiveAlternative to Table3.2) 90 ~100 110 120 go 100 110 120 Foundetion Brocing Wail Perimeter Moximur~ Anchor Bolt Moxlmum Anchor Bolt Anchor Bolt Supporting Connection Edge Nail Spacing (in.) Sp~T (in.) Spacing (in.) (Crawl Space or Basement) 2 Stories 23 3 Stories 15 Wall Bottom Plate to Foundotlon* 1-B Stories B(2) 19 28 (Slab-on-Grade) · Anchorage required to resist lateral loads shall be determlned in the foundation design per section 1.1,4. (1) Anchor bolt spacings based on moximum sheor copocity of unblocked roof Grid/or floor diophrogms (279 pi0, (2) Anchor bdt spoctngs hosed on moxfmum sheor copocity of broclng woll perimeter edge noil spocing of B" o,c. (731 pit) built in occordonce with Section (3) Anchor bolt spocings hosed on moximum shenr cepacity of brocin9 wolI perimeter edge noil spacing of 6" o,c. (421 plo built in accordonce with Section 5.4,zk ltl 10, ALL DUCTS AND PIPES SHALL BE INSULATES AS REQUIRED DY CODE, Il* HVAC CONTRACTOR SHALL VERIFY HEAT LOSS CALCULATIONS. 12. ALL CELLAR AND/OR BASEMENT DOORS SHALL BE INSULATED, ~ 13. THE ARCHIITECT CERTIFIES THAT TO THO DEST OF HIQ KNOWLEDGE, BELIOF ANO ~ PROFESSIONAL JUDGEMENT THAT TME PLANS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CBOE DF NEW YORK STATE, (JULY 3~ 2010) SAFETY GLASS REQUIREMENTS SAFETY GiLASS REQUIRED AT THE FOLLOWING LOCATIONSI L ANY GLAZING IN ANY DOOR TYPE, B. GLAZING ~N ANY WALLS ENCLOSED ENCLOSING A SHOWER, TUB~ SAUNA DR STEAM ROOM. (=) S, ANY WINDOW WITHIN ~4' DF A DOOR, 4. ANY INDIVIOUAL PANE DF GLASS WITH AN AREA GREATER THAT 9,0 IQ, FT. WHERE THO BOTTOM IS LESS THAN ID' ADOVE THE ADJACGNT FINISH FLOOR WITHIN 36' OF THE WINOOW, ASPHALT RDDF SHINGLE NDTES 1, ASPHALT RDBF SHINGLES SHALL HAVE SGLF-SEALING STRIPS OR SHALL BE INTERLBEKING AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTN D-885 OR D-346~. G, ALL FASTENERS FOR ASPHALT ROOF SHINGLES SHALL BO GALVANIZED STEEL~ STAINLESS~ ALUMINUM DR COPPER ROOFING NAILS, FASTENERS SHALL SE MINUMUM 1~ GAUGE SHANKED WITH A MINIMUM 3/8' DIA. HEAD, AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS ANB SHEATHING, S, ASPHALT RDDF SHINGLES SHALL HAVE A MINIMUM NUMBER DF FASTENERS AS REQUIRED BY THE MANUFACTURER~ AMC AS REQUIRED BY NYS CODE AND/DR WFCM REQUIREMONT. 4, FOR NORMAL APPLICATIONS, ASPHALT ROOF SHINGLES SHALL SE SECURER TO THE RDDF WITH NB LESS THAT (4) FASTENERS PER STRIP SHINGLE OR (~) FASTENERS PER INDIVIDUAL SHINGLE, 5, ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF (6) FASTENERS PER SHINGLE WHERE THE RAVE IS ~0 FEET OR HIGHER ADBVE GRACO BR WHERE THE DASH WINO SPEED IS l~O MPH. OR GREATER. GENERAL CONSTRUCTION NOTES: i, ALL WORK SHALL CBNPBRM TB THE REQUIREMENTS DF THE NEW YORK STATE GUILDING CBDEi ALL WORK SHALL ALSO CONFORM TO THE REQUIREMENTS BF ANY OTHER CODES AND AUTHBRITIES HAVING JURISDICTION, THE CONTRACTOR SHALL ODTAIN AND ARRANGE FOR ALL REQUIRES PERMITS, INQPECTIONS, CERTIFICATES AND TESTS, B. ALL FBUNDATIBNS SHALL REST BN UNDISTURBED SOIL BF ! T,S,F. DEARINO CAPACITY~ CONTRACTOR SHALL HAVE THE LEVEL OF ACOEPTADLE BEARING STRATA VERIFIED IN THE FIELO, 3. ALL CONCRETE WORK SHALL OBNFDRM TO REQUIREMENTS AND REOBMMENDATIDNS DF ACI-301-96 'SPECIFICATIONS FDA STRUCTURAL CONCRETE FOR BUILOINGS' (FO'=3000 PSIb ALL EXPOSED SLAGS, GARAGE SLABS~ AND STEPS SHALL BE 3500 PSI AIR-ENTRAINOD. ROINFDRCOD STEEL SHALL CONFORM TO ASTM A-615 GRADE 60. 4. ALL FRAMING MEMBERS SHALL GE DOUG-FIR #1 (FD=975 PSI). 5. MICRO-LAM GIRDERS (ML) SHALL BE LAMINATED VENEER LUMDER WITH E=8~000~00~ PSI, FB=8,BO0 PSI~ AS MANUFACTURED DY TAUS-JOIST NCMILLAN, 6. UNLESS OTHERWISG INOIOATEDJ DOUDLE FRAME ARDUNO ALL DPENINGS~ UNDER PARALLEL WALLS AND UMBER DATHTUBS, PROVIDE SIMPSON HANGER CONNECTIONS AT ALL FLUSH STRUCTURAL LOAD BEARING CONDITIONS. 7. ALL CONCERTO BLOCK SHALL CONFORM TD ASTM CgOJ MORTAR SHALL SE TYPE 8, ALL STEEL WORK SHALL CONFORM TD THE REQUIROMENTS OF THE AISC 'SPEOIFICATIBNS FOR OESIGN~ FADRICATIBN AND EROOTIDN OF STRUCTURAL STEEL FOR BUILDINGS', STEEL SHALL CDNFORM TD ASTN A-578 (GRADE 50) AND A-5Ol, 9, ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEC AMC UNDERWRITERS LADORATDRY REQUIREMENTS, 10, PRE-FABRICATEO FIREPLACES AND FLUES SHALL BE UL APPROVEO, 11, INSTALL QNOKE DETECTORS AND CARDDN MONOXIDE DETECTBRQ IN ACCDRDANCO WITH ALL STATE AND LOCAL CBOE REQUIREMENTS, 12. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS DEFORE STARTING CBNSTRUCTION AND SHALL NOTIFY THE ARCHITECT OF ANY ANBIGOITIES BR DISCREPGNOIES BEFORE PROCEEDING WITH THE WORK, IF ANY QUESTIONS ARISE DEFORE DR DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS, THE CONTRACTOR SHALL CALL THE ARCHITECT~ GERAOE ARCHITECTURE STUDIO, AT (631) 277-0190 FOR CLARIFICATION AND/OR INSTROCTIONS. IF THE CONTRACTOR FAILS TO FOLLDW THE ADOVO PRDCODURO~ HO SHALL ASSUME ALL RESPONSIBILITY FOR THE CONSOQUONCES BF HIS ACTIBNS AND/OR OECISIDNS. 13, THE BWNIER SHALL ARRANGE FOR SUPERVISION BF THE CONSTRUCTION WDRK TO INSURE CBMPLIANCE WITH THE CONTRACT DOCUMENTS, WFCM Table 3.20 B' End Zones Interior Zones Sill or Bottom Plate fo Foundation Anchor Bol, Connections Fastest-Mile Wind Speed Fastest-Mile Wind Speed Resisting Uplift (mph) (mph) Alternofive fo Table t-rescr,~,,ve ".~/ BO 100 110 120 90 100 110 120 Maximum Anchor Bolt Maximum Anchor Bolt Anchor Bolt Foundation Supporting: Oonnection Spacing (in.) Spacing (in.) Sill Plate to Foundation 1-B Stories 72 72 72 72 72 72 72 72 (Crawl Space or Basement) Wall Bottom Plate to Foundation 1-3 Stories 40 33 28 25 51 42 36 (S ab-on-Grade) TABLE 3.8 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS NBTE. l, THESE DRAWINGS HAVE DEEM PREPARED BASED UPON LIMITEB VISUAL OBSERVATIONS BY THE PROFESSIONAL ANB ARE INTENBEB TD ACCDRDINGLY~ DOCUMENT EXISTING CONDITIONS AT THE SITE, THESE BRAWINGS ARE NOT INTENDED TD CERTIFY CDBE COMPLIANCE DR STRUCTURAL WORTHINESS DF EXISTING STRUCTURES, 8, CBNSTRUCTION NBTES, FOUNDATION, ELECTRICAL AND PLUMBING NOTES ARE PROVIDED SDLELY TD PROVIDE A GENERAL OVERVIEW OF STANDARD CBNSTRUCTIBN PRACTICES FBRA PRBJECT DF THIS SCOPE, 3, THESE DRAWINGS ARE BASED, IN PART, DN INFORMATION GATHERED FRDM A LIMITED SITE SURVEY BY THE PROFESSIONAL. ACCESS TB EXISTING STRUCTURE IS LIMITED. SBME INFDRHATIDN SHOWN AS EXISTING IS ASSUMEB, 4, THE ARCHITECT HAKES NG REPRESENTATIONS ABOUT ANY EXISTING OR PROPOSEB MECHANICAL~ STRUCTURAL OR FINISH SYSTEM, NOR DOES ARCHITECT ASSUME LIABILITY FOR ANY ACTUAL OR EONSEQUENTIAL DAMAGE CAUSED DY FAILURE OF SUCH SYSTEMS, 5. ALL DIMENSIONS SHOWN BN DRAWINGS ARE TD DE CONSIDERED 'PLUS DR MINUS' DIMENSIONS, Z 2010-12'/ 12-21-11 """' TABLE 3.9'WALL SHEATHING ATTACHMENT REQUIREMENTS FOR W ND LOADS RAFTERS AS SIZED IN ARCHITECTURAL pLANS RIDGE CONNECTION STRAPPING FLOOR TO FLOOR CBNNECTInN, SIMPSON STRONG TIE CO, STRAP TIE MODEL# PS418 WALL TO GIRDER CONNECTION DETAIL JOISTS FLUSH WITH BEAM NBTE~ 1, UNLESS OTHERWISE NOTED, ALL STOCK NUMBERS REFER TO SIMPSON STRONG-TIE C0, CONNECTORS_, 2, FOR PREFARICATED CONNECTORS (JOIST HANGERS, HURRICANE TIES, OTC, USE FASTENERS AND QUANTITIES SPECIFIED BY SIMPSON STRONG-TIE CB, TB ACHEIVE MAXIMUM RATED STRENGTH OF CONNECTOR, 3, ALL FASTENERS ARE TB BE HOT DIPPED GALVANIZED, STAINLESS STEEL BR OTHERWISE AS MANUFACTURED BY SUPPLIER FOR USE IN HARSH SALT WATER ENVIRONMENT, NBTD ALL TOP PLATE CONNECTIONS MOTEl ENTIRE FOUNDATION SYSTEM AS FOOTING DETAIL @ STEEL CDLUHNS RAFTER TO TOP PLATE & TOP PLATE TB WALL CONNECTION USE EVERY OTHERNAIL HOLE IN A ROWj tD PROVIDe THE CODE-REQUIRED MINIMUM CENTER-TO-CENTER SPACING FOR NAILS, _ENOTH PROVIDE MINIMUM 7/8' END EQUAL NUMBER OF SPECIFIED NAILS EACH END, LOAD PATH WALL TO FLOOR TB WALL DETAIL FRAMING PLATE MODEL# A35F 8 16' D,C. 8d NAILS~ 83' O,C, 8d PLYWOOD ATTACHMENT T FOR SIMPSON TWIST STRAP MODEL# MTSO0 £BIL STRAP MODEL# CSO0 TYPICAL AT ALL HEADER TB JACK CONNECTIONS, Simpson Strong-Tie Dw9 HWCD36 LOAD PATH WALL TO FLOOR TO WALL CONNECTION A,L,L STRAPPING TO BE INSTALLED ¢o. HOPEL# TOP 9TU[~ pLAT~ TIE AT 16 D,C, UNLESS OTHERWISE NOTED, EVEf~y G"rup TO P~ ~ONNE~TION A CONTINUOUSLY CONNECTED PATH (~PICAL FO~ ENTI~ P~OJECT) WINDOW AND DOOR OPENING CONNECTION DETAIL ~.~uwp~m~ NOTE, STUD TO SILL PLATE & SILL TO =OUNDATION CONNECTION ~, T~Z CON~T~OCTmN O~ T~ ~T~UCTO~ ~NA~ RESULT IN A SYETEM THAT PROVIDEE A C~MPLETE LOAD PATH CAPABLE OF TRANSFERRING ALL LOADS FLOOR JDIST-~ SIMPSON TWIST MODEL# MTS18 TYPICAL AT EACH LAPPED JOINT, SIMPSON STRAP TIE MODEL# PS418 FROM THEIR POINT DF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TD THE FOUNDATION, 2, DETAILS INDICATED HEREIN ARE SCHEMATIC IN NATURE AND ARE PROVIDED SOLELY TO INDICATE CDNNECTIDN ODMPDNENTS AND MODEL NUMBERS FOR VARIOUS CONNECTION CONFIGURATIONS, 3, EVERY SINGLE CONNECTION CONDITION POSSIBLE NAY NOT DE REPRESENTED, IF THE DUlLDER ENCOUNTERS A LDAO PATH CONFIGURATION BE CONDITION THAT IS NOT ADORESSED THE DUILDER MUST NOTIFY THE ARCHITECT FOR SPECIFIC DESIGN REQUIREMENT FOR THAT CONDITION, 8 48' B,C, MAX, IN TWO FRAMING SPACES AT EACH END, FLOOR FRAMING MIN, T ~ O PLYWOOD FLOOR SHEATHING GLUED AND SCREWED WITH STAGGERED JOINTS, FLOOR JOISTS ALL STRAPPING TD DE INSTALLED 16' UNLESS OTHER!WISE NOTED EACH WALL STUD SHALL BE CONNECTED TO THE GIRDER BELOW WITH BY ANY OF THE STRAPS SHOWN ABOVE,, A CONTINUOUSLY CONNECTED PATH MOST BO PROVIDED FROM THE STUB TO THE GIRDER DELBY, LAPPED OVER BEAN DETAIL HURRICANE TIE # HIO AT EVERY RAFTER TB PLATE CONNECTION, POST CAP AC4 EA, SIDE PORCH/RAFTER/GIRDER SIMPSDN~ JOIST LU86 E AT EVERY JOIST TO LEDGER CONNECTION, 8XiO LEDGER BOLT Tn WALL S;TUOS WITH ~' ¢ X 3 J~" LONG LAG BOLTS 18 16' B,C, CONNECTION DETAIL CEILING AND FLOOR BRACING AT END WALLS DETAIL RIM JOIST TO BOTTOM PLATE CONNECTION - PROVIDE (1) LTP4 AT EVERY RIM JOIST TO BOTTOM PLATE CONNECTION AT 16' B,C, MINIMUM (TYPICAL FOR ENTIRE PROJECT), RIM JOIST TO SILL PLATE CONNECTION by BLOCKING FULL DEPTH DF JOIST DESIGN PRESSURE ANALYSIS FOR NEW WINDOWS DESIGN FACTOR REFERENCE REFERENCE DESCRIPTION VALUE A.'WITHIN ONE (1) MILE OF COAST YES B. ENCLOSED BUILDING YES C, ROOF ~YPE FIGURE R301.2 (1) COMPONENT AND CLADDING PRESSURE ZONES GABLE D, MEAN ROOF HEGHT FIGURE R301.2 (1) COMPONENT AND CLADDING PRESSURE ZONES 25'-0" E, EXPOSURE R301,2.1.4 EXPOSURE CATEGORY C :. SMALLEST NEW WINDOW 4.00 SQ. FT, G, WINDOWS AT ZONE 4 FIGURE RDO1,2 (1) COMPONENT AND CLADDING ZONES YES H* WINDOWS AT ZONE 5 FIGURE R301,2 (1) COMPONENT AND CLADDING ZONES YES · DESIGN PRESEURES TABLE R301.2 (2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE'C' ZONE 4 POSITIVE PRESSURE (+) 25.g ZONE 4 NEGATIVE PRESSURE (-) 28.t ZONE 5 POSITIVE PRESSURE {+) 25.9 ZONE 5 NEGATIVE PRESSURE (-) 34,7 J, ADJUSTMENTCOEFFICIENT TADLE R301.8 (S) HSIGHT AND EXPOSURE COEFFICIENTS FOR 1,40 30' MEAN ROOF HEIGHT AND TABLE R301.2 (2) EXPOSURS 'C' K, WINDOW DESIGN PRESSURES: ROUNDED OFF TO THE NEXT HIGHEST WHOLE iNTEGER ZONE 4: 37 DPI ZONE 5: 49 BPI * ALL NEW WINDOWS ARE TO HAVE A DESIGN PRESSURE (DP) RATING OF 49 OR GREATER " REVIOION5 L 2010-121 A-12