Loading...
HomeMy WebLinkAbout34868-ZNO. 4 TOWN OF SOUTEOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: z-34705 I~ate: 11/22/10 THIS CERTIFIES that the building NEW DWELLING Location of Property: 4545 HALLOCK LA (HOUSE NO.) (STREET) County Tax [~ap No. 473889 Section 112 Block 1 subdivision Filed Map No. __ Lot NO. __ MATTITUCK Lot 2 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 8, 2009 purs,,~-t to which Building Permit No. 34868-Z dated JULY 15, 2009 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 PORCHES, SCREENED PORCH AND TERRACE AS APPLIED FOR PER ZBA #6261, DATED 4/14/09. The certificate is issued to BRIAN T FPJkWLEY ( OWNER ) of the aforesaid building. SUFFOLK COUNtrY DEPART[~gNT OF HEALTH APPROVAL 90-S0-131 RT.RCT~ICAL U~a(TIFICATE NO. PLU~ERS t~KTIFICATION DA'r~u 06/29/07 12316 10/07/10 11/09/10 PECONIC PLUMBING & HEAT Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUIDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34868 Z Date JULY 15, 2009 Permission is hereby granted to: BRIAN FRAWLEY 41 E MAPLE RD GREENLAWN,NY 11740 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED PORCHES & SCREEN PORCH & TERRACE PER ZBA DECISION #6261 & TRUSTEES AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 112 pursuant to application dated JULY Building Inspector to expire on JANUARY 4545 HALLOCK LA MATTITUCK Block 0001 Lot No. 002 8, 2009 and approved by the 15, 2011. Fee $ 2,110.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN H~LL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUP3 This application must be filled in by typewriter or ink and submitted to the Building Dc BLDG. DEPT. TOWN OF SOUTHOLD ~artment with the following: 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. 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 cor/sent 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. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Owner or Own s of P op y: Suffolk County Tax Map No t 000, Section Health Dept. Approval: Old or Pre-existing Building: House No. Street Filed Map. Date of Permit. Date. (check one) Hamlet Lot Lot: Applicant: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: j~--~) (check one) ~fA~:~plican~''~ SUFFOLK BUREAU 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Maik SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No.: G&S Electrical Contractor Aug 17~ 2010 12316 Certificate No.: Final Inspection Date: Building Permit No.: 12316 Oct 07~ 2010 County Tax Map No.: This Certificate of Electr cai Comp!lance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Brian Frawley Site Location: 4545 Hallock Lane, t4attituck, NY 11952 Owner's Address (if different): [] Residential [] Indoor [~ Basement [] Service [] Shed [] Commercial [] Outdoor [] First Floor [] Pool ~ Hottub [] New ~ Renovation [] Second Floor [] Attic [] Garage ~ Addition [] Survey Other: Single Phase 300a Heat 1-oil Three Phase Hot Water Main Panel 2 AC Cond 2 Sub Panel AC Blower 2 Transformer Appliances l-dw Disconnect 2-150 Switches 79 GFCI Breaker 1 Heat Pump Other Equipment: 300a service, 4 arc fault circut breakers, 1 breaker INVENTORY Duplex Recpt 59 Ceiling Fixlure 21 HID Fixtures GFCI Recpt 12 Wall Fixture 9 Smoke Single Recpt 2 Recessed Fixture 56 CO Detect 2 Range Recpt 1 Flourescent Smoke CO Combo Dryer Recpt 1-30a Emergency Time Clock 1-poo Twist Lock Exi! Fixtures Pumps 1-poo Electric Heat Pool Luminaire Exhaust Fan 5 wirlpool bath, 2 paddle fans, I well pump, pool bonding, 1 gas pool heater, 1 cover motor, 1 pool gfci circut The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: G&S Electrical Contractor Inspected By: Roger Richert License No.: Date Of Certificate: Oct 09,2010 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631 ) 765 - 1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. Owner: (please print) ! Plumber: P~_OV3 t'~__ ~'~'dtL t~ ~le~e p~t) I certify that thc solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this dayof /~0~ ,2ol0 Notary Public,~County B[Og DEPI TOWN OF SOU1HOLD VlOO L. LOPER I~. Oll.O~lO081 \ 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 ~CO~ISTRUCTION [ ] FIRE R~:,~SISTANT PENETRATION REMARKS.-- ~)/~ 2~r~ ~ ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [~)~ FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION REMARKS: iNSPECTOR__-'~. ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION 1ST [ ]ROUGH PLBG. ]FOUNDATION~_~___2ND ~ [ ]INSULATION ]FRAMING/~T~PPING~/ ]FINAL ] FIREPLACE &~HIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. ~ INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [~STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI~' CONSTRUCTION~ FIRE RESISTANT PENETRATION REMARKS:~)~ ~ ~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~UNDATION 2ND [ ] INSULATION [~]'FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ DATE INSPECTOR--~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND~..~. [ ] INSULATION MIN [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMA ,~KS: ~ ~/.~\ ~ ~ ~'~/CM-~D/~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] I~U~-I'I~N FRAMING / STRAPPING [ 2]~FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION mE RmSTAm~C0.S~UCT~ [ ] mR~ R~Em~ANT m~C=TRATm0. R E M AR KS.~ ~-~,~,/?'-~ [.~-/~,~.~ ,~,:_~,,..,, /:.~..'~ / u i ' I DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FRAMING / STRAPPING [ ~ Fi~AL/(/~ J [ ] FIREPLACE & CHIMNEY [ ] FI~C'rlON REMARKS: [ ] FIRE RESISTANT CONSTRUCTX~ [ ] FIRB RESISTANT I~tETRA110N ? DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG, [ ]FOUNDATION 2ND [ ]I~~.I~N [ ] FRAMING/STRAPPING [~] FINA~ ~) ~__ ) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFi:FY INSPECTION / [ INSPECTOR~ WEBER March 15, 2010 5~ NOYACK PAll-I, ~0 BOX k374), WATI~ k/J_L, I~EW YO~ '11976 ~ 631.754-5555 41 EAST MAPLE ROAI), ,C.-REE~AWN, ~ YORK, 11740 F,~O( 6~I.,26H084 Town of Southold Building Department PO Box 1179 Southold, NY 11971 L TOWN OF SOUfHOLD FRA WLEY RESIDENCE 4545 Hallock Lane, Mattituck, Town of Southold, NY SCTM# I000-122-01-02 Attention Building Department: you very much. As architect for the Frawley-lleai_0_~, I can verify that the rafter to rafter strapping across the ridge was installed. Please contact me with any questions or comments. Thank FREDERICK R. WEBER, R.A. Ff~.LD INSPECTION I~PORT , DATE , ro~O~ (2~) ' ~' ~ , ,. ,~~ ~s~no~.~. . - - - ,,. .~,.. - // -. , , ~mo~Om~ts 71'71 / ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c ,2o Expiration ~//$~ 20 // sets JUL - 8 2O0(} PERMIT NO. ~/~J~ ~ ~--~ 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 Contact: il to: ~ Phone: ~1.~ Building Inspector $,PPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS npletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ce 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 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. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) owner, lessee, agen~~gineer, general contractor, electrician, plumber or builder State whether applicant is Name of owner of premises ~5~[ ,,~ ~~.~ (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. ~,l~ta~ ~'Fl~v~r.,,y$ot,4 Plumbers License No. {Fe~ootr'l~ Electricians License No. n Other Trade's License No. ~ Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Subdivision (Name) Section Hamlet 'cPI Fili~d Igra~'No. Lot Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~l~6~k.~, ~ I~,~ ~ ~1_1,,1~I~ b. Intended use and occupancy gt~k¥~_,, ~")'lw~kkv~ ~)¥4~kA,l~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition Alteration Other Work 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Fee (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. 7. Dimensions of elfisting structures, if any: Front ,~e)t..(~ Height 2,~~ 0-') Number of Stories ')_ Rear ,~c)L(,~ Depth ~'~ ~:::~ Dimensions of same structure with alterations or additions: Front Depth, Height 8. Dimensions of entire new construction: Front qAtt-"(,¢* Height ~ Number of Stories Number of Rear 9. Size of lot: Front 10. Date of Purchase~A~4ro Rear Name of Former Owner Depth 1 1. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO__ 13. Will lot be re-graded? YES__ NO )< Will excess fill be removed from premises? YES ~q NO__ l 4. Names of Owner of premises br41/,a4 r~d'sw~ Address ~,I.N~, b4,¥. I~O0tU,'b Phone No.{,qtl'} ~9~-~$.~ Name of Architect ~Zl~olnF4xOt.._¥,l~lb~'f-d.. Address~hone No Name of Contractor lbaox~cr4 Go~"r~;r.,.'Dot4 Address P.~. ~>z~*J$4, PhoneNo.(_-~,'~ q'M,-.~0~,'l 1 $ a. Is this'property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ~X, NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. (,tcm-r~t. ~:~ ~,~o* ow,,~.~.~...a~,a 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF,5 ~r~[ ) ~ ~ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, C'6rporate 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 tree 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. Notary Public 200? Signature of Applicant~ James F. King, President Jill M. Doherty, Vice-President Pe~y A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main P~oad P.O. Box 1179 Southold, New York 11971-0959 Telephone (631} 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7079A Date of Receipt of Application: March 26, 2009 Applicant: Brian Frawley SCTM#: 112-1-2 Project Location: 4545 Hallock Lane Date of Resolution/Issuance: April 22, 2009 Date of Expiration: April 22, 2011 Reviewed by: Board of Trustees Project Description: To conduct construction activity within 100' from the top of the bluff for the demolition of a single-family dwelling, construction of a new single-family dwelling with screened porch, front and rear porch and terrace, new detached garage, driveway, paths and swimming pool, surrounding patio, and reuse or reconstruct sanitary system. Findings: The project meets all the reequirements for issuance of an .Administrative Permit set forth in Chapter 275 of the Southold Town Code. The Issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Frederick R. Weber last dated December 11, 2008. Inspections: Final If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. James F. King, President Board of Trustees NOU-1B-BO10 15:39 From:BURGER CONSTRUCTION 8317345249 To:7659502 P.Bx3 M, Doher~r, Pr~iden~ Jm'ar~ F. King, Vi~-Pr~ident Dav~ l~rgen Bob Ghosio, Jr. John Bre~eraeyer Telephone (681) F~x (61~1.) BOARD OF TOWN TRUSTEI~S TOWN OF SOUTHOLD CERTIFICATE OF cOMPLIANCE Date: November 1~. THIS CERTIIRES that the demolition_of ~xisth~ and cansm~ion of new sin~e- fmmil¥ dwelli,~ ~~ oorch. ~nt ~d ~~. n~ ~a~ ~vewa~ ~ ~ ~mmi~ ~ol. ~nz m~o ~d ~n~ ~ s~ At 4545 H~lock ~n$. Mail.ck. N~ Y~ Suffo~ Coun~ Tax M~p g 112-1-2 Coafor~ ~ ~e spplicatioas for a T~stees P~r~t heretofore ~ ia ~is office 'Da~ 3~6/~ ~sasnt ~o which Trus~es Adm~is~afive Permit g~ ~t~ was ~su~ ~d couforms to a~ of ~e ~q~men~ snd ~a~gons of the sppll~ble pro.ions of ~w. ~e project for which this ~fiesm is ~g ~u,d ~~ s~t~ syst~ The cenifi~ la ~sued Iv D~ F~WLEX o~r afo~,~id WOU-18-2010 10:~4AM From: ?656641 T~:RII~';~ t~n~T~IPTTt~ ,~' New York State Department of Environmental Conservation 50 Circle Road -SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0360 Alexnnder B. Grnnnis Commissioner LETTER OF NON JURISDICTION -TIDAL WETLANDS Date: December 23, 2008 Brian Frawley 130 East 12 Street, Apt. 2A New York, New York 10003 1-4738-00231/00003 Frawley Property 4545 Haliock Lane, Mattituck SCTM #1000-112-1-2 Dear Mr. Frawley: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of the topographic crest of the bluff, as shown on the survey prepared by John Minto on 9/26/08, is beyond Article 25 jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under.the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all n&essary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result fi.om your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) Or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals fi.om other agencies. Very truly yours, George W. Hammarth Permit Administrator cc: Mr. Frederick Weber, 41 East Maple Road, Greenlawn, NY 11740 Marine Habitat Protection, NYSDEC File DMG FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 3, 2008 TO: Brian T. Frawley C/O Frederick R. Weber, Arch. 41 East Maple Rd. Greenlawn, NY 11740 Please take notice that your application dated October 27, 2008 For permit to demolish existing single family dwelling and construct a new dwellin~ at: Location of property: 4545 Halleck Lane Mattituck, NY CountyTax MapNo. 1000- Section 112 Block 1_ Lot2 Is returned herewith and disapproved on the following grounds: The proposed demolition of and construction of a single, family dwelllng~ on a non- conforming 51,977 square foot lot in the Residential R-80 District is not permitted pursuant to Article XXIII Section 280-122, which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containin~ a conforming use, provided that such action does not create any new non-conformance or increase, the degree of non-conformance with regard to the regulations pertaining to such buildings." The proposed single family dwelling notes a single side yard setback of 12 feet and a total side yard setback of 27.5 feet. Pursuant to the ZBA's interpretation in Wal:r (#5039), such construction will constitute an increase in the degree of non-conformance. Pursuant to Article XXIII Section 280-124, non-conforming lots, measuring between 40,000 and 59,999 square feet in total size, require a minimum ginEle side yard setback of 20 feet and a total side yard setback of 40 feet. This Notice of Disapproval was written based on plans signed by Frederick R Weber, Architec~ dated Auu. 30. 2008. Authorized Signature Note to Applicant: Any changes or deviations in the above referenced application may require for review by the Town of Southold Building Depa, hnent. Cc: file, ZBA OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OFSOUTHOLD MEMORANDUM To: Gerard Goehdnger, Chair Town of Southold Zoning Board of Appeals From: Mark Terry, Principal Planner LWRP Coordinator Date: March 18, 2009 Re- ZBA file Ref. No. 6261 (FRAWLEY) Location: 4545 Hallock Lane (a private mad), Mattituck SCTM 1000-112-01-02 This proposal is for a request for variances pursuant to the Building Inspector's November 3, 2008 Notice of Disapproval and Zoning Code Interpretation if 5039 0NaIz Application), citing Code Sections 280-112 and 280-124 for the minimum required side yard setbacks on nonconforming lots (51,955 square feet in this R-80 Zone). The applicant is proposing a new dwelling at less than 20 feet on a single side yard and less than 40 feet for total side yards. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the denoted following Policy Standards and therefore is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its wdtten determination regarding the consistency of the proposed action. Cc: Jenifer Andaloro, Assistant Town Attorney Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTI-IOLD Tel. (631) 765-1809 Fax (631) 765-9064 I~INDINGS, DELIBERATIONS, AND DETERMINATION MEETING OF APRIL 14, 2009 ZBA FILE # 6261 BRIAN FRAWLEY, APPLICANT PROPERTY LOCATION: 4545 Hallock Lane, Mattituck CTM 1000-112-1-2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the p~operty 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 January 2, 2009 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 51,977 square foot parcel measuring 75.99 feet along the Long Island Sound on the north, 699.22 feet on the east, 75.00 feet on the south,'.and 686.83 feet on the west. This lot is improved with a single family dwelling as shown }}y a March 6, 2007survey prepared by John Minto, L.S. BASIS OF APPLICATION: Request for Variances based on the Building Inspector's November 3, 2008 Notice of Disapproval and Zoning COde Interpretation # 5039 (R. Walz Application), citing Code Sections 280-112 and 280-124 for the minimum required side yard setbacks on nonconforming lots (51,955 square feet in this R-80 Zone). The applicant is proposing a new dwelling at less than 20 feet on a single side yard and less than 40 feet for total side yards. LWRP DETERMINATION: The proposed construction is found to be consistent with LWRP standards in Chapter 268. Page 2 - April 14, 2009 ZBA File g 6261 - Brian Frawley CTM I 12~1-2 FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 19, 2009 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: AREA VARIANCE RELIEF REQUESTED: The applicant requests a variance to allow an decrease in one single side yard setback to 12.5 feet and total side yard setback to 27.5 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law Section 267-b(3)(b)(1). Grant Of the variance will not produce an undesirable change in the chai~acter of the neighborhood or a detriment to nearby properties. The side yard setbacks for the new dwelling will be no greater than those of the existing house that is to be demolished. 2. Town Law Section 267-b(3)(b)(2). The benefit of replacing the existing house with a larger but narrower one Cannot be achieVed by some method, feasible for the applicant to pursue, other than an area'variance. The lot is 75 feet wide, and the proposed house will be 44.5 feet wide. 3. Town Law Section 267-b(3)Co)(3). The proposed variance is not substantial, when compared with the structure being replaced. A 25 % reduction in the code-required total side yard setback is being sought, resulting in a greater setback than currently exists. 4. Town Law Section 267-b(3)(b)(5). The difficulty has not been self created. It is a consequence of the shape of the lot whose 75-foot width is greatly exceeded by its nearly 700 foot depth. 5. Town Law SectiOn 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. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of this new construction, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community.. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing -test under New York ,Town Law 267-B, a motion was offered by Member Simon, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on the elevation diagram prepared August Page 3 - April 14. 2009 ZBA File # 6261 - Brian Frawley CTM 112-1-2 30, 2008 by Frederick Weber, Architect, and on the 9-26~08 plot survey prepared by JiM Land Surveying, subiect to the following conditions and in accordance with 3-19-2009 letter of recommendations of the Suffolk Coun .ty Soil and Water Conservation District: 1. Construction equipment shall be kept as far away from the bluff as possible, 2. Temporary structures such as straw bales and silt fences shall be installed north and west of the construction areas, and 3. The new residence shall be fitted with gutters and downspouts that outlet into dry w~lls. 4. No debris of any type shall be disposed of on or near the face of the bluff. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey sit~ 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 degre~ of nonconformity. Vote of the Board: Ayes: Members Goehringer (Chairman), Oliva, Simon. Weisman, and Schneider. This Resolution was duly -~~/~~ ' /~//RD P. GOEHRI~NGEI~CHAIRMAN 2009 Approved~'or Filing Tow___ n of Erosio,, Sedimentation & Storm-Water Run off ASSESSMENT PROPERTY LOCATION: S,C.T,M, ff', THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF STORM-WATER~ GRADING, DRAINAGE AND EROSION ~ONTROL CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE"OF NEW Item N umber: (NOTE: A Check Mark (~) for each Quesiion is Required for a Complete Application) 1 w~[i ihs Projed Retain Afl S;orm~Waler Run-Off Generated by a Two (2") Inch Rainfall on Sile? (This item wilt include all run-off crealed by site clearing and/or construction activities as well as aH Sile Improvements and Ihe permanent creation of impervious sun'aces,) 2 Does the Site Plan and/or Su~ey Show Ali Proposed Drainage Struclures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! Will this Projecl Require any Land Filling, Grading or E×cavafion where there is a change to (he Nalural Existing Grade Involving more than 200 Cubic Yards of Maledal wi[bin any Parcel? 4 Will tfiis Application Require Land Dislurbing Activities Encompassing an Area in Exc( s~ of Five Thousand (5,000) Square Fee~ of Ground Surface'? 5 6 Is there a Natural Water Course Running Ihrougfi the Sile? Is thru Project wdh~n tile 1 fuslees iurisdicfion o~ within One Hundred (100') foet of a Wetland o, Beach? 7 (This item will NOT include the Installation of Driveway Aprons) Yes KIo NOTE: If Any Answer to Questions One through Nine is Answered with a Check Markin the Box, a Storm-Water, Grading, Drainage & Erosion Conlrol Plan is Required and Must be Submitted for Review Prior to [ssuance of Any Building Permit! Does Ibis projecl meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, aStorm-Water, Gradlng, Dratnage&ErosionConlrolP[anisNOTRequired! TI,aL l, ~ ~ : ~ b~U~g duly ~uo, n. ,h'pos, s a~ xi sO: Jmt I</~he i~ d~e app~cant for l~e~,mt, (Owner, ( on ao , Agent, Corpora(e Officer, etd ~ Ownc~ and,/oi reprcscntatbre of dm Owner ofOwaer's, ~ld is duly auflmtized to pcrfornl or have performed ~e smd work ~ad to nt&e ~d file dds applica~on; daat all smtemenks contained in this applica8on ale ~ue to flae best of his btowledge md belief; mid · a( dm work will be perfommd m the m~mer set forfla m dte application filed herewith Sworn to befole mc VICKI 'lOTH Notary Public, State of New York FORM - 06~07 . ~mmls$io~ F~oire.* TO"~ OF SOUTHOLD"'~'P"RTY RECORD CARD OWN ER STREET /_/ ~:,, ~ S FARM LAND /~oa Z-~O0 TOTAL DATE NEW BELOW ABOVE Farm Value Per,Acre Value Tillable I Tillable 2 --~'IMP. NORMAL Ac re Tillable, 3 Woodland Swampland Brushland House Plot VILLAGE COMM. REMARKS DISTRICT SUB. ACREAGE TYPE OF BUILDING I IND. t CB. I MISC. LOT I~l(~oq Extension I~ ~ / ? : / ~' 6j Ext. Walls ~?,2,o~Z; ~lX:~z~ r~ ~tension ~/ Fire Place / Heat Porch Rooms 1st Flor Breezeway / / Patio Rooms 2nd Floor Garage /~ z /mo ~ ~ Driveway TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST~ SUB. ~ ACR. REMARKS TYPE OF BLD. PROP. CLASS LAND IMP. TOTAL DATE FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL 112.-1-2 1/08 (~OLOR ~: L_L~ TRIM .~M-~.~iB~r~ ~2-') '~ ?- f,,~ ~ ~ ~0 ~ ~ ~ ~ ~ Foundation ~cs Bath Dinette ~ ~ ~ ~ ~~ ~ ~ ~-- ~5~ ~ Basement SLA~C"AW~ Floors Kit. ~S~ ~ 5 % 3 ~ = ~ 5~ ~Z ~ ~ Ext. Walls ~ ,~ c~ Interior Finish ~. ~. L.R. Extension Fire Place y~ Heat ~ ~ ~ D.R. Patio Woodstove BR. Porch Dormer Fin. B. Deck [~Zo ~ ~ ,~ 70 Attic Breezeway Rooms 1st Floor Garage ~ ~ ~ ~ ~ = ~ ~ [ Z~ ~ ~ Driveway Rooms 2nd Floor O.B.. Pool ~ ~ 7 Extension Foundation Basement Ext. Walls Fire Place Ce Bath Floors Interior Fini~ ~ ',outhohl Planning: h',~t /~ ['ov, m l:mdm:u'l~ ( ol A: Tm !,IDIt CTM#I?00 tko _ /k ~ S, hdivision: 7. one:~O ,uddmg POIIIII(S (Open,Exlmed). b - c'oz .... Infb: _ BP __ _ //C/0Z , Info_ _ Ingle & Separate 8enrch Required7 Y o~Delermination: ~Q. Lot Size: ~3 ~g__~) ACT. IotSize:O/ ~/ ~Q. LotCo~ACT. LolC0v. /O./ BQ. Front~ACT. I~lont Y~Q Sicle~o~b ~;T. Side ~O PROP Rear REQ Rear -~- ~ BQ. Heiglat~ A( T Hei~Id rojecl I)escHl)tion: *NVS CODI~ Compliance (page 2~: h' m N qoles: Fotl/q I, Other: Total: TOTAL: Compliance Certificate Project Title: Frawley Residence BLDG D~P~ Energy Code: 2007 New York Energy Conservation ~ T0?/;/,' 0F SOUTH0£D Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 32% Heating Degree Days: 5750 Construction Site: 4545 Hallock Lane Mattituck, NY 11952 Owner/Agent: DesignedContractor: Frederick Weber Weber Architects 41 East Maple Road Greenlawn, NY 11740 631 754-5555 Compliance: 0.0% Better Than Code Maximum UA: 444 Your UA: 444 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Solid Door 2: Glass Door 3: Glass Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space Floor 2: Ali-Wood Joist/Truss:Over Outside Air 1360 38.0 0.0 41 420 30.0 0.0 14 2452 21.0 0.0 93 704 0.310 218 18 0.310 6 72 0~310 22 20 0.380 8 1480 38.0 0.0 38 205 38.0 10.0 4 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such iplans or specificatjo~ aFl, in c~l~pliance with this Code. Project Title: Frawley Residence Report date: 07/11/09 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.2.0 Inspection Checklist Ceilings: Ceiling 1: Plat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: Windows: [] Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: Ne Doors: [] Door 1: Solid, U-factor: 0.310 Comments: Door 2: Glass, U-factor: 0.310 Comments: [] Door 3: Glass, U-factor: 0.380 Comments: Floors: [] Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-38.0 cavity insulation Comments: [] Floor 2: All-Wood Joist/Truss:Over Outside Air, R-38.0 cavity + R-10.0 continuous insulation Comments: Air Leakage: I~1 Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed lights are 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, fixtures are installed with a 3" clearance from insulation, Vapor Retarder: [~ installed on the warm-in-winter side of all non-ventad framed ceilings, walls, and floors. Materials Identification: [] Materials and equipment are installed in accordance with the manufacturer's installation instructions, [] Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. [] insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: I~ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. Project Title: Frawley Residence Report date: 07/11/09 Data filename: Untitled.rck Page 2 of 4 []Return ducts in unconditioned attics or outside the building are insulated to at least R-4. FI ~ Supply ducts in unconditioned spaces are insulated to at least R-8, FI Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [~1 The HVAC system provides a means for balancing air and water systems. Temperature Controls: I~l Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electdc meters exist for each dwelling unit. Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: ~1 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1, Swimming Pools: [] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock, Heating and Cooling Piping Insulation: ~1 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Frawley Residence Report date: 07/11/09 Data filename: Untitled.rck Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 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. Piping System Types Range(OF) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 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 1.0 1.0 1.5 2.0 Cooling 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 TO FIELD: (Building Department Use Only) Project Title: Frawley Residence Report date: 07/11/09 Data 51ename: Untitled.rck Page 4 of 4 Certified to: eRIAN T FRAWL£Y 5TEWAeT TITLE INeURANC'E COMPANY THE EXISTENCE OF RIGHTS OF WAY AND OR/EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. Note: ALL SUBSURFACE STRUCTURES; WATER SUPPLY, SANITARY SYSTEMS, DRAINAGE, DRYWELLS AND UTILITIES, SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW CHECKED SX JM DRA~NG NO 071J~O 07 JOB NO ~L~ ~7 SHEET OF LAND SURVEYING JOHN MINTO, L.$. PHONE: (651) 724 4852 FAX: (631) 724 5455 93 SMITHTOWN BOULEVARD SM1THTOWN, N. Y. 11787 SURV£Y OF PROPER'TY .. situate ot MATTITUCK Town of Southold Suffolk County, N.Y. S.C.T.M. # 1000-112-01-02 Scale 1"= 50' March 6, 2007 GRAPHIC SCALE $0 0 25 $0 I00 200 i inch = 50 ft AREA= 5f, 977 g.F to Lor}g Island 5ound Tie Lithe OR 1.19 ACRES $OUflD A VENUE ~o ~o ~ lo ~°6o ~ ~o lO \~ 96 ~ 96 9o 96 96 THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVE~'' IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI TUTION GUARANTEES ARE NOT TRANSFERABLE ADD AREA CAL¢$ AND ELEVATIONS f2/5/08 ADD COAti'AL EROSION HAZARD lINE 2/22/0~ 5O LAND SURVEYING JOHN MI1NTO, L.$. PHONE: (651) 724 4832 FAX: (631) 724--5455 SURV£X OF PROPERTY situate at 93 SMITHTOWN BOULEVARD SMITHTOWN, N.Y. 11787 MATTITUCg Town of Soufhold Suffolk Counfy, N.Y. S.C.T.lvi. # 1000-112-01-02 Scale 1"= 50' March 6, 2007 GRAPHIC SCALE O 25 50 100 200 COASTAL £RO$10N HAZARD LIN~. 96 ( IN FEET ) 1 inch -- 50 fl. TOTAL LAND AREA= 51,977 $.F Long Island Sound Tie Line OR t. 19 ACRES BUILDABLE LAND AREA 38, 792 SO. FT. Prepared for FR£DERICK WEBER 95 tO0 96 9~ ~OUND A V~NUE 5O AS-BUILT SURVEY OF situc~te ot · D£P~. MATTITU¢t( Town of Soufhold Suffolk County, N.Y. S.C.T.M. # 1000-112-01-02 Scale 1"= 50' September 21, 2009 GRAPHIC SCALE 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. AREA= 5/,P?? E./:. to Long Island Sound Tie L/ne OR t. tP ACRES THE EXISTENCE OF RIGHTS OF' WAY AND OR/EASEMENTS OF RECORD IF' ANY', NOT SHOWN ARE NOT GUARANTEED. Note: ALL SUSSURFACE STRUCTURES; UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 250 OP 09-22-09 LAND ~URVEYING JOHN MINTO. L.$. 93 .~MITHTOWN BOULEVARD PHONE: (651) 724--4852 FAX; (651) 724 5455 SM1THTOWN, N.Y. 11787 Prepared for: BRIAN T. FRAWLEY SOUND AI~.NU£ 5O F/NA( SURVEY OF PROPSRTY sifuafe o~ II,1ATTITUCK Town of Southold Suffolk County, N.Y. S.C.T.M. if 1000-112-01-02 Scale 1"= 50' October 8, 2010 GRAPHIC SCALP, 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft.. OFFSETS ARE TO FOUNDATION THE EXISTENCE OF RIGHTS OF WAY AND OR/EASEMENTS OF' RECORD IF AN'/, NOT SHOWN ARE NOT GUARANTEED. Note: ALL SUBSURFACE STRUCTURES; WATER SUPPLY, SANITARY SYSTEMS, DRAINAGE, DRYWELLS AND UTILITIES, SHOWN ARE FROM FIELD 0E~SERVATIONS AND OR DATA OBTAINED FROM OTHERS, UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT EtE 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 CQMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTtON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. L4ND SURVEYING JOHN MINTO. L,$. 93 SMITHTOWN BOULEVARD PHONE: (631) 724-4852 SMITHTOWN, N,Y. 11787 AREA = 5f, 977 $. Long Island Sound Tie Line OR t. ACRES Certified fo: BRIAN T, FRAWLEY STEWART TITLE INSURANCE COMPANY SOUND AVENUE SiT5 DI~AINAGE: AREA VOLUME [Reqared) DRAINAGE STRUCTURE5 VOLUME SQUARE SQUARE FOOTAGE fHOUSE): FOOTAGE fGARAGE): IST FLOOR. 1480 SF GARAGE. B'~z SF FRONT PORCFf 220 5F COVERED SITTING' 1~2 SF REAR PORCH' IIO SF SCREEN PORCH: 207 SP TOTAL q(~8 SE SOt]ARE FOOTAGE IPOO POOL. 800 SF N.T.5 DEC NOTE- ALL CONSTRUCTION TO OCDLIR AESOVE THE IO' CONTOUR OR CE:EST OF BLUFF ¢'NON-JURISDICT~ON") TEST HOLE DATA O' BROWN LOAM I.E' CLAYEY LOAM LOAMY CLAYEY 5AND BROWN SANDY SOME LAYERS ~ITH GRAVEL PALE BRO~JN PINE TO COARSE SAND 22' PROPERTY OLUNER: tSt~IAN FRA~LE¥ SITUATE, MATTITUCK 4B45 HALLOCK LANE TOWN OF SOU%HOLD PROPOSED LO-" COVERAGE ON BUILDA~*LE LAND = IO.0% ZONING- R-80 NOTE. SEE $ECTION 280-124 "NON-CONFORMING LOT5" ~ITH AREA5 FROM 40,000 $.F TO ~.R~fl 5.F. FOR SETBACK REQUIREMENTS. YARDS. ~PRINCIPAL) FRONT BO' SIDE fOND): 20' SIDE fBOTH)- 40' yARDS fACOESSOR ¥): UJATERFRONT PARCEL; ACCESSORY BUILDINGS MAY E~E LOCATED IN THE FRONT lARD, PROVIDED THAT THEY MEET THE FRONT YARD SETBACK, OF BO' 51DE YARD [LOT5 40,000 SF TO 5R,flRfl 5F)- I~' MAXIMUM HEIGHT fACCESSORY): 22' SdRVEY INFORMATION: JOHN NINTO, LAND SURVEYOR fl3 5MITHTOWN BLVD., 5MITHTOWN, NY SURVEYED, MARCH ~. 2OO~ ADDED PROPOSED CONSTRUCTION: SEPTEMBER 2~. 2008 ADDED CONTOURS/AREA CALCULATION5 DECEMBER ~, 2OO8 NORTH SIT' PLAN I" = 30'-0" JUL 14 2009 BLDG DEPT. TOWNOFSOUTHOtD FREDERICK" ARCHITECT DEAItlING TITLE~ 81TE PLAN JOB: NEB RESIDENCE E~I~IAN FRAUJLEY .~4~ HALLOCK LANE I"I,&TTITMCI~, NY ARCHITECT: C..~I~EENLAIUN; NY II1,'~O I 1~2 NOYAC PATH IUATER I~ILL, NY i1~111 TEL &~,t ll4-IiIIif FAX i~l 121~l-10114 JULY IO, 200'I JWLT 2. 200q I~EV.: DEc IL 2008 NO; ~0101 Al OF A8 51TE DRAINAGE: AREA D~ELLING GARAGE Proposed Buildings shall have Gutters ¢ Leaders and shall be Connected to Underground Drainage Structures ~l~8 ~ x I'"-'~ ' |(II 8N' x'~'-O" High ~J/ f .-- - ,~, cr )Dome Top (Traffic Bearing) SQUARE FOOTAGE ('HOUSE): IST FLOOR: HBO FRONT PORCH: 220 VOLUJlE IFrovlded) 4~0 ct' 230 cr SQUARE SQUARE FOOTAGE (GARAOE): FOOTAGE fPOOL): COVERED SITTING: 92 SF .. ~ -- REAR PORCH~ lie 5F TOTAL '1~8 SF ~- .... ' SCREEN PORCH~ 20'~ SF ; . TERRACE: 5ID 5F [~ ~5~ ~ ALL CONSTRUCTION TO OCCU~ A~nw= ~ ' /~ ~ PROPERTy OWNER: BRIAN ?RAWL~¥ SITUATE: MATTITUCK 4~4~ HALLOCK LAN~ TO~N OP SOUTHOLD SUFFOLK COUNTY, NE~ YORK SCTH~ 10o02112-0l-op LOT AREA: BI,fill S.P. fiji ACR~5) BUILDABL[ LAND [LANDWARD OF TOP OF BLUFF): 38,~2 BUILDING ARBA~ ~8~8 5P (INCLUDING D~[LLING, PORCHES, TERRACE, GARAGE, 8~IH~NG POOL ~ COVERED 51TYING) PROPOSED LOT COVERAGE ON BUILDA~L[ LAND = I0.0~ ZONING~ R-80 NOTE: 5ER SECTION 280-12~ "NON-CONFORmING LOTS" ~ITH AREA5 ~ARDS~ (PRINCIPAL) FRONT EO' SiD~ (ONE): 20' SIDE (BOTH)~ 40' HAXIHUH H~IGNT (PRINCIPAL): 5~', (2 YARD5 (ACC~SSORT)~ ~ATERFRONT PARCEL, ACCE~SOR~ BU~gDING8 ~AY ~E LOCATED IN THE ~RONT ~ARD, PROVIDED THAT 5~T~ACK OP $0' ' H ~RONT YARD 51DE YARD (LOT5 ~0,000 SF TO ~ff.ffffff 5Fh I~' HAXIHU~ H~IGHT (ACCESSORy); SURVEy INFORMATION~ JOHN MINTO, LAND SURVEYOR fl3 SMITHTO~JN BLVD., SMITHTO~JN, NY SURVEYED: MARCH /,, 2OOq ADDED PROPOSED CONSTRUCTION; 5EPTEHBER 24, 2008 ADDED CONTOURS~AREA CALCULATIONS: DEC:E~BER S, 2008 ~E~ER ARCHITECT 7 !11 JOE,= DRAIIJlNG TITLE~ TEL zSI I=4-~S~S FAX /,31 2/,I-10~4 NORTH[ GI~EENLAI"N, NY 11"I.~0 51T E P L A N ,^..E .oA ," = ARCHITECT: 4~4~ HALLOCK LANE HATTITUCK, NT TOIUN OF ,5OUTHOLD 8CTM# lOOO-II2-OI-O2 NEI/J RESIDENCE BRIAN FRA[ULEY BOARD OF: TRUSTEES TOWN OF :SOUTHOLD DATE ~-- 1~l.~ DATE: AUG 3,0. DI~AmING 'NO, Al OF AB SITE PLAN ~Lot UJidth) (E~Llng Setback) 1' or I Dme[hng IProposed Setback Proje -ExmsLing Dmelhng 23'-0" ~Bluestone) Flush Hearth O~ UP 8'~0" HUDROOI' 3'-0" T-8" 3'-0" IFRONTI PORCH[ BA Tr':I ILAUNDRY I (E~stmng and Proposed Setback) 20'-O" (Proposed Setback tot Nem Enclosed Space) SQUARE FOOTAGE~ IST FLOOR: I'tSO SF FRONT PORCH: 2:20 5F REAR PORCH:, IlO St= SCREEN PORCH: 201 5F TERRACE: 513 SP Ex, sting Dwelhng FIRST FLOOR PLAN NORTH 23'-0" IT-O" - i.i...:;.,i ...................................................................................... ~'.v:.':! ........................................ ii ........... %' --r% ....... ~ , ~ ~ / m~ : : / I L.~ l ~..........:: ............................................................................ ?...-:...~ ....................................... ~...........~ ........................ ~ i~::' 44'-¢ SQUARE FOOTAGE= 2ND FLO01~: .14,O8 SF SECOND FLOOR PLAN I/4" = I'-O" ~ITE DF~AINAGE: AREA VOLUME IRequrred) IDRAINAGE 5TRdCTURE5 VOLUME D~ELLING 2330 s¢x .l~": 38~ cl Dom~ Top ~Trarfmc ~earmng) ~O cf Proposed Eulldlng~ shall have Gutte~ I Leaders anti shall be Connected Lo Underground Drama~e Structure~ ~Tgp.) SQUARE FOOTAGE (HOUSE)= IST FLOOR: 1480 5F FRONT PORCH: 220 SF REAR PORCM~ IIO SF SCREEN PORCHI: 20] SF TOTAL.: :2330 SF SQUARE FOOTAGE (GARAGE); GARAGE~ B"I~.SF COVERED SITTING~ 192 SF TOTAL: 1(,8 5F N.¥.5. DEC NOTE: ALL CONST?.UCTION TO OCCUR ABOVE THE I0' CONTOUP. OR CREST OF BLUFF ("NON-JURISDICTION") TEST Os L5' 2.5' 22' HOLE DATA .DARK BROWN LOAM ~BROWN CLAYEy LOAM h'~BRO~N LOAMY I)CLAYEy 8AND r ~ BROWN SANDY ~]-- CLAY, BONE LAYERS -I PALE BROWN ~1~ PINE TO COARSE _._~ 5AND P~OPERT',¢ E~F~IAN FRALUL~=¥ SITUATE: NATTITUCK 4~4~ HALLOCK LANE TODN OF 5OUTHOLD SUFFOLK COUNTY, NED YORK 5CTM= IOO(3-112-OI-O2 LOT AREA; 51,911 $.F. (I.lfl ACRES) BMILDABLE I.AND (LANDEIARD OF TOP OF BLUFF): ~8,t~2 5F BUILDING AREA: 38fib 5F (INCLUDING O[tJELLING, PORCHES, TERRACE, GARAGE, S~INHING POOL ~ COVERED SITTING) PROPOSED LOT C(OVERAGE ON SUlLDABLE LAND = lO.CFc ZONING: R-EO NOTE; SEE SECTIO~N 280-124 "NON-CONFORMING LOTS" ~ITH AREAE FRON 40,000 S.F, 'TO 5c1,fl99 S.F. FOR SETBACK REQUIRENENTS; YARDS: (pETNCIPA~L) FRONT ~O' SJDE (ONE): 2(O' SIDE (BOTH): ~AXI~U~ HEIG~HT fP~INCIPAL); ~', (2 I/2 ~AXI~UH LOT COVERAGE; 20~ YARDS (ACCE$SO~Ry): IUATERFRONT PARCEL: ACCESSORY BUILDINGS ~AY BE LOCATED IN THE FRONT YARD, PROVIDED THAT THEY NEET THE FRONT YARD SETBACK OF 51BE YARD (hOTS 40.000 BP TO B%fffl9 5F); IR' NAXIMUN HEIG~HT (ACCESSORy): 22' SURVEy INFORMATIIDN: JOHN MINTO, LAND, SURVEYOR fl~ SMITHTO~N BLNVD., 5N~THTO~N, NY SURVEYED: NARCFH 4, 2COq ADDED PROPOSEED CONSTRUCTION! SEPTENBER 2(~, 2008 ADDED CONTOUR85/AREA CALCULATIONS: DECEH~ER ~, 2008 SITE NORTH I" = 3Or-O" (~ SQUARE FOOTAGE (POOL): POOL: 000 SF OC?,: ,, ?:, :' OR USE is; AWFUL WlT F:' h' I 'IFICATE OF 00' COMPLY Y',:Th ~,J.L CODES OF NEWYcF :/* '-, -,, -- -J ...... a 1UTHOLDTOWNZBA oOUTHOLD TOWN PL~NNI~ UTNOLD TOWN TRUSTEES APPROVED AS NOTED NOTIFY BUILDIN3 DEPARTMENT AT 765d802 8AM TO 4PM FOR THE FOLLOWING INSPLCTIONS: 1. FO~JNDATION - TWO REQUIRED FOR POURED CC?ICRETE 2. ROUGN - FRAMING & PLUMBLNG 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.C. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, RETAIl! STORM WATER RUNOFF PURSUAh i 70 CHAtq'ER 236 OF THE TOWN O0DZ. CERTIFICATION OR NAILING & CONNECTIONS REQUIRED,. ALL CON,?'r' 'r- '?!,-,~l SHALL M:E T,d5hEQ,., ,','SOFTHE CODES OF NL:; / / 0r ,X ,~TATE. PL UMBER CERTIFICA T/ON ON LEA D CONTENT BEFORE CERT/FICA TE 0~ OCCUPANCY SOLDER USED IN WATER SUPPLy SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. PLUMBING. ALL PLUMBING WASTE & WATER LINES NEED TESTJNG BEFORE COVERING "UNDERWRITERS CERTIFICATE , ~,.REQUIRED DO NOT,PROCEED WITH FRAMING UNTIL SURVEY 0~ ~qUNDATION LOCATION h, ~ ~EFN APPROVED: FRED.~.~ICK ROEf~T LUMBER ARCHITECT P DRAIIIING TITLE.- ,.~ITE PLAN JOB; NEI.U RE,%IDENCE BRIAN FRAUJLEY 'I='~B HALLOCI( LANE HATTITUCI(. NY TOIIJN OF E~OUTHOLD 5CTl'lit IOOO-II2-OI-O2 ARCHITECT= FREDERIC~ R. [liEDER 41 EA~,T .APLE .OAD! I GI~EENLAILIN. NY 11140 I ,'2 NOYAC PATH , ItlJATER MILL, NYIIq'I, I DATE.- AUG 30. 2008 ~,CALE = I" = 3*0' JOB NO.' m2OO101 DRAB.lING NO. Al OF A8 fCrushed 'avel uI/ I PVC PIpe to Dry,el NOTE,5; DOUBLE ALL FLOOR JOISTS AND FRAHING UNDER pARALLEL PARTITIONS AND AROUND ALL OPENINGS. CONCRETE TO BE 9000 PSI AFTER :28 DAYS. ALL STEEL GIRDERS BEARING ON P,CONC, FOUNDATION WALL TO HAVE 4"x/-"×1/2' B.PL. ALL COLUHN5 TO HAVE 4"xlO"xl/2" B.PL. (UNLE55 OTHERWISE NOTED) STEEL SHALL BE ASTH A-3& [EXCEPT p[P~ COL ~H[CH 5HALL CONFO~H TO ASTH A~ ROUND P[P~). 5TESL ~ORK 5HALL CONFORH TO TH~ LATBST AISC SP~C. PROVID~ ~OUNDATION PERIHET~R DRAIN TO CONSIST OF LANDSCAPE FABRIC OVER LATBR OF GRAVEL AND 4" DIA. PERFORATED PIPE. PiPE TO DRy,ELLS. ~" 5tone ~.A1 ~ · ~- V~nemr --~'~- ~ ~ IUNEXCAVATED~~ / . , ~ , f l,"'":~ '--'= ...... ~' ,~ ~-- ~ . ~ ..... ~ ~ I.'.'..:11 ~ ~ ..................... -x ..... ~--- , . . · ' ................... I ~ I ... ,.~ . . 9 ' ' I .... ~ ..... ~ I. , ~ ~,,, ,~~~ ~ ~~ ~ 1_7 . ~ ' ~1~ · ~ vi~ I ~ ~ IIIJ II / r I ~ I I ~" O.D, 5teal P,~ I ~ ~"2) II 3/8" LVL, / I ~ I ~ Coumn on ~O"x30"xI5" ......... ~ /% C ....... ~ ~ t i -- ~ [ ', ~ ~ III i Cant ever TJI/ . I /// //~ o ; ' ' FllueI ~ ,A f2) II 'ZS" LVL x~ m ~ ' ~ ~ I SFAR , , , ' , ',X~ ~~ ~: ~ , .... '~.~.~.=.~..~.~ I ,,-~,' = I~c~A~cAq ~ ~1 ~ ~ .... ~ x ~, ~ /-e 2e ~ II [ Existing ~ 2- ~ ~ d . I 2 2q Gal. E~a~,~ ~ ~ ~ . [WINE CELL R " ~, ~'- ~' "I~ ~ ~ t [UN~XO~VAT~DI ,,%~. : ', ~/ ~ ....................... =~ ........... ~': .... ~ ~ a ~ .................... ~...... ~ *~ .................... [ D ~ Crushed Gravel ~ Perforated /(~ b FOUNDATION 114" = I'-0' PLAN NORTH FREDERICK ROI=,ERT IUEBER ARCHITECT Ill 111 I DRAIIIINC~ TITLE.' FOUNDATION JOB: NELU RE.~IDENCE BRIAN FRA[IJLE¥ 4S4S HALLOCK LANE HATTITLICK. NY TOIUN OF 5OUTHOLD 5CTtIIt I000-II2-OI-O2 ARCHITECT: FREDERICK R. 41 EAST ~IAPLE ROAD GREENLA[UN, NY 11140 S2 NOYAC PATH mATER HILL, NY I[~11& FAX L3,I 3&l-IDa4 DATE= JULY 2, 2COq ~CALE .' I/'t' = r-o" JOB NO: a200'I0'1 DRAUJlNG NO. A2 OF '5 ~'-2" 1'-2" ®® [TERRACE:] {Bluestone) ® ® _%® ® Btorm ® ®m ® Door, Alternatb: 5'-~, I/2" I/4" ROOM Oak SCREEN ITERRACE I 2'-8" ~ook- Shelf' ICI ROOM] Oak Bo UP oor IFOkERI Tnmeqd I.I ® ®Do,,r , KITIOHEN Hdat) t3 r8 H~aO IMUDR~MI IRadlahE © 3'-O" ~ 1'-8" ~, 3¢-0" &"xz'' Treated Post, Enclose in Tapc,r?d ,, Square CoWmn ( Azek ). Anchor Bolt to Found. Wall, Strap to Header J, 3"~tI3" B'-C' IPRONT;: PORCH (Blues(one) Tile SIDE PORCH (Bluestone) 4'-¢ FRAMING NOTES: I, ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH 5TRUCTUI~RAL GRADE N~. 2 OR BETTER lET 2. ALL SHEATHING TO BE APA RATED, EXPOSURE l, SI8" MIN. THICKNE55 OR A5 NO)TED. B. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. TH~ICKNE55, ALL EDGE5 OF PLYWOOD TO BE 5ET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD 5UBFLOOR TO FLO0~ JOI5TS. 4. ALL HEADER5 4'-0" AND OVER 5HALL BE SUPPORTED WITH DOUBLE UPRIGHTS, ~¥-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL I S-2x8 IN C' WALL OE~ AS SHOWN ON DRAWINGS. 3. 5GLIB BLOCKING 5HALL BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAM5 A5 pIER N.Y.S, CODE OR A5 NOTED ~ 8'-0" D.C. PROVIDE 2" 5PACE FOR AIR CIRCULATION IN ROOFS. &. DOUBLE FRAMING AROUND OPENING5 [Sk§llght~, 5tarfa, etc,) OR A5 NOTED ON DRAW~INGS. 1. DOUBLE UP FRAHING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS, 8. ALL FLUSH WOOD CONNECTION5 SHALL BE FASTENED ~ITH RATED GALVANIZED ~ETAL CONNECTORS BY "SIHPSON" OR APPROVED EQUAL. fl. NAILING SCHEDULE SHALL BE A5 PER THE N,Y.S. BUILDING CODE A5 A MINIMUM. A~LL 2x& STUD5 SHALL RECIEVE 5-1OD NAIL5 AT 5ILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. IO. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" C.C. EXTERIOR EDGES AND LID" 12" C.C. INTERMEDIATE. II. ALL ROOF RAFTER5 5HALL BE ATTACHED TO THE PLATE AND STUD WITH GALWANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL, 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES tUOOD-1-EEAH~S AND LVL PRODUCTS OR EQUAL, ALL JOISTS, GIRDER5 AND HEADERS 5HALL HAVE BEARING STIFFENER5 INSTALLED AS PER MAN~IUFACTURER'S RECOMMENDATIONS. WEB STIFFENER5 5HALL DE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE [, B/4" LVL RIH JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING. STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS F=ER MANUFACTURERS RECOHHENDATIONS. IS. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROBS OF I/2" DIA. IGALV. MACHINE BOLTS e W4" D.C. 14. PROVIDE HREBTOPPING AT ALL LEVEL PENETRATIONS. lB. BRIDGING TO BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAMS. 5PACING NOT 'TO EXCEED 8'. FLOOR PLAN 114" = I'-O' SQUARE FOOTAGE! mST FLOOR: 1480 SF FRONT PORCH: 220 SF REAR PORCH: IlO SF SCREEN PORCH; 20"1 5F TERRACE: 313 SF NORTH WINDOW SCHEDULE (~) DH3024 S'-O" x w'-r 5.1 No ~ SHED22 3'-O" x 4'-E" No (~ DHSO20 D'-O" x 4'-I" No (~) DH2420 2'-8" x 4'-I" No (~ DH2420 2'-(~" x 4'-I" No (~ DHTBO24 ~'-O" x 2'~4" No (~ WI2 2'-0 I/2"x 2'-O I/2" No ® DHTB212 S'-2" x I'-/J No (~) DHT3OI2* ~'-0" x J'-4" No (~) DHT2412 2'-4" x I'-(," No (~ DHBGIS* 2'-8' x 3'-9" No Model Numbers ref'er to "Kolbe", HerrtaWe/SterIin~ Series, Double-Hung/Aamng/F~xed Wood Windows ~/ Lo~ E Glass ~ K-Kron Finish. Provide Pl!Juood Paneb for Ir~pect, DOOR SCHEDULE FREDERICK ROBERT IJJEBER ARCHITECT III m II FIR.~T FLOOR JOB.' NEI~I RESIDENCE BRIAN FRAWLE¥ 4S4B HALLOCK LANE IIATTITUCK, NY TOWN OF 5OIJTHOLD 8CTIII IOOO-II2-OI-O2 ARCHITECT= FREDERICK R. WEBER 41 EAST HAPLE ROAD GREENLAWN, NY 11'140 E2 NOYAC PATH [UATER HILL, NY IFil& FAX &:~l REV.: DATE: JULY :2, :2OO~ -"'CALE ,JOB NO: .2OO101 DRAWING NO. .. , '.. ' ...... 4.",~ , ....... ; · / / ~ ~. / :: :.. l ............ ..-....: ................. -- .......... .................... ® FRAMING NOTE5: I. ALL FRAMING LUMBER 5HALL BE GRADE STAMPED DOUGLAS FIR-LARCH 5TRUCTUR/AL GRADE No, 2 OR BETTER :2. ALL BHEATHING TO BE APA RATED, EXPOBURE I, 5/8" MIN. THICKNE55 OR A5 NOT!ED. 3. ALL BUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE I. B/'I" MIN. THI~KNE55, ALL EDGE5 OF PL¥[UOOD TO BE 5ET ON SOLID BLOCKING. GLUE AND NAIL pLYUIOOD SUBFLOOR TO FLOOR JOISTS. ~. ALL HEADERB C-O" AND OVER 5HALL BE SUPPORTED ~ITH DOUBLE UPRIGHTS. 9'~0" AND OVER [UITH TRIPLE UPRIGHTS. ALL HEADER5 5HALL BE A MINIHUM OF 2-2x8 IN 4" LUALL l 3-2x8 tN 4" ~ALL OR ,AB 5HOIllN ON DRALUINGB. 5. SOLID BLOCKING SHALL BE PROVIDEO FOR ALL JOISTS AND FLOOR BRAHE AS PE[R N.¥.B. CODE OR A5 NOTED e 8'-0" O.C. PROVIDE :2" 5PACE FOR AIR C~RCULATION IN ROOFS. &. DOUBLE FRAMING AROUND OPENING5 (Bkgh~hts, Stalr~, etc.) OR A5 NOTED ON DRAUIINIGB, ~. DOUBLE UP FRAMING UNDER ALL POST5 AND PARALLEL PARTITION5 OR A5 NOTED) ON DRAIUINGB. 8. ALL FLUSH ~IOQD CONNECTION5 SHALL BE FASTENED UIITH RATED GALVANIZED H~TAL CONNECTOR5 BY "SIMPSON" OR APPROVED EQUAL, fl. NAILING SCHEDULE SHALL BE AB PER THE N.Y.S. BUILDING CODE A5 A HINIHUM. ALIL 2x4 STUDS SHALL RECIEVE 5-1OD NAILS AT 5ILL AND PLATE. ALL EXTERIOR NAILS 5HALL BE GALVANIZED. IO. PL¥[UOOD BHEATHING TO BE NAILED UJITH 8D · "l" D.C. EXTERIOR EDGES AND 4DJ · IZ" D.C. INTERHEDIATE. IL ALL ROOF RAFTER5 5HALL BE ATTACHED TO THE PLATE AND STUD EITH GALVA~NIZED HURRICANE TYP~ CONNECTOR5 BY %~HP5ON" OR APPROVED EQUAL. 1:2, ALL PRE-ENGINEERED LUMBER 5HALL BE "TRUSS JOIST" TJI EERIER LUOOD-I-BEAMS~ AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AB PER HANUFFACTURER'B RECOMMENDATIONS. UJEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE I 35/'4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTB SHALL BE A5 PE~R MANUFACTURERS RECOMMENDATIONS, I$. ALL HULTIPLE LVL PRODUCT5 [U/ STEEL PLATES TO HAVE :2 ROIU5 OF I/2" DIA, G,ALV. MACHINE BOLTE ~ 24" D.C. H, PROVIDE FIREBTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAMS. SPACING NOT TO EXCEED 8', 2ND FLOOR PLAN I/4" = I'-O" SQUARE FOOTAG.E:--~ ~ 2ND FLOOR: 1408 NORTH WINDOW SCHEDULE Unit Model ~r R,O. Opng (~ DHB224 B'-2" x E'-I" 4.O~ Yes (~) OHIO24 $'-O" x E'-I" ~.1 No (~ DHBO22 S'-O" x 4'-E" No I~ DH~O20 B'-O" x 4'-I" No (~) DH2&20 2'-8' x "['-I" Nc, I~ 0H2420 2'-4" x '4'-I" No (~ DHTBO24 B'-O" x ,2'-4" No , I~ BI,2 2'-O 112% 2'-O I/2" No (~ DHTB212 3'-2" x 1'-4" No I~) DHT~OI2* B'-O" x 1'-4" No (~) DHT2412* 2'-8" x 1'-4" No (~) DHT2412 2'-4" × 1'-4" No DOOR 5CHtEDULE ROBERT ~EBER ARCHITECT III III DRAWING TITLE.- ,.BECONID FLOOR JOB,: NELU RESIDENCE BRIAN FRAUJLE¥ 4B4E HALLOCK LANE MATTITUCK, NY TO~N OF 5OUTHOLD 5CTH~IOOO-II2-OI-O2 ARCHITECT= FREDERICK R. lUBBER 41 EAST MAPLE ROAD GREENLAlUN, NY 11140 ~2 NOYAC PATH IUATER MILL, NY REV.~ DATE: JULY 2. 2009 ,~CALE = I/4" = I'-O" JOB NO: m200101 DRAmlNG NO. OP Aq 12 12 one Slab Chlmneg Cap Stone 12 12 12 1×8 Clear Fascia Ed. (Painted) I×~f Clear Cedar Frieze Bd., Block-out I i2 Flare at Roof Edge to Hatch and Overhang Ix8 Clear Fascia IxlO Clear C Frieze Bd., to Lap LUmdom CaSh (Painted) Return L__J ~-J I ,pi on P. Conc. I EAST ELEVA,'TION I/4' I'-O" i .__J L__J Casing Full [Urdth Around 12 12 Shingle Removeable Panels 12 12 12 Tr t2 4x& Tr¢at=d Post, Encase In Tapered Square "Azek~ Enclosure 12 Shingle "Flare" at Base of [[Jail (Twp.)- Stucco Frnlsh Foundation [Vails I Above Grade rUES ELEVATION 12 12 12 12 Full ~ldth Corner ® ® Stone Veneer oh All NORTH ELEVATION 11'41' I'-O" 12 5lab Ch~mneg Cap g3'-O' 12 12 --L Tm Clear Cedar Fascia ~d. IPalnLed) Ix~ Clear Cedar rleze Bd., Block-o~t to Lap IUmdo~ Casmg (Pmnted) Ix8 Clear Cedar Faacla Ed. IPalnted) IxlO Clear Cedar 6d., Block-out to Lap UJmdom Casing IPamted) .Bluestone Pm/ers w/ 51ab I P~nmeter Coping and Band~m Stone Veneer on All E~luestone Patio t Porch Found. LUalb Above Grade ,SOUTH ELE ',ATION L/4" = I'-0" kI ....... 4 Cedar Guard m/ ~x4 Posts, 2x4 Top Ra~l, Bluestone Cap P, Cone. LiJall h FREDERIC~ ROBERT ~EBER ARCHITECT DRAIIIINC~ TITLE: EL~: VATION,~ JOIa: NELU RE,~IDENCE BRIAN FRAlULE¥ 4B4~ HALLOCK LANE MATTITUCK, NY TO~N OF 5OUTHOLD 5CTM#1OOO-1~-OI-O2 ARCHITECT.. FREDERICK: R. IJUE~ER 41 EA,~T MAPLE ROAD GREENLAEIN, NY 11140 $2 NOYAC PATH mATER HILL, NY lift'1& TEL &31 l~4-~:~Bll FAX &:~l 2&1-1084 REV.; DATE= JULY 2, 2009 SCALE = I/4' = r-o' JOB NO: e2OO101 DRAIUING NO. A5 OF A9 IT§p.) An Gabl~ 2xi2 - Ridge 2xL C.T inglle Roof on Wood Lathe/ 2×K~ O I/~"" F.G. Batts lupp HALL] 1~'~0" [BATH-- J g I/Z' F.G. (R21) 2x4 Ix~ (Rip For An~le) (T~p,-Den) MECH 5UTLER~ Upper Loaer JEASEHENT] S 1/2" F.G. B~tts IRIS) SECTION AA -- Above Door I/2" F.G. fR21) Wood Shingle Roof on G/4 x 4 Hurricane C hps,.~.l'-~' tx& Post. Anchor to frammg Above Found. UJal] Encase in Ta ered Square "Azek~' Btuestone Porch Floor In Remnr. Slab. Pitch 12 4 I/2 ~ L.C. Roof Cut-out IPORCH 1/2"¢' x IL" A.D,, m/ 2" Square JO" 12 13) II 1/8" Hdr. m/ -12) 3lB' x 12'- b -2xlO RJR., - 2xiO C.J., I(." '~ 12 · 5/8" Gilp. Ed. (T~p.) xx xx 514" Plflwood II q/8" I-Jolts, lC' sc- ILIVING ROOH I 314" plgmood ~11 1/8" [-J~lsta, lC' sc~ 112" Baits ~R21) IBASEHENT I IQ' P. ~onc. Foundation Ball ~u/ (2) 1~ Bar~, -- 4" P, Cone. Sl~b wi -&"x¢," lO/lO WWF Reit. w/ 2" K~wag L___~ .... JJ LC, Co,per In Roof Cut-out 1/2/t2 to 12/12 fTo Hatch Gable SECTION CC 114" = l'-O" Flare to ~/12 Pitch at 12/12 Roof 12 1 Plywood to Lap ~all [ 12) 2xL Top m/ ~ 112" x II I/4" Glued Plgeood Header fTBp>) 112" F,G. Batts fR21) Shingle Flare mi Cromn Return $~ Frieze Ed. SECTION ngle Roof x 4 Lathe 12 Galv. Hurricane Gimps, All Rafters (T~p.) 12 ~-.~ 4 112 Ix8 Fascm Bd. Clear Cedar Batts fR2I) I/4" = I'-O" I~ __~=-~- ~-2xlO R.R.. F-" oc x,, 12 12 'l Flare to. ~ / ~ %x x ~ / ~ j~ // .8" Wmde P~ood : 2x~B?~e ~-~ ................ ~-~ ~~l~?[/~ UPPER HAL~ J j ~ xxx ~% ~4 1/2 J III ~ (To Match Gable ~ /% I : ~ ~ ~ x ~ [" Porch ~onm[/4 x 4 Latm .... j ~ I ~ T ' I " Galv Hurricane Chps. r : ~, Bluestone Porch IO'r P. ConG. ~ndauon : I Square ~ashers,, , I Top and Bott,m IBAsEHENT' on4¢3oS?elxsO'xloPrbe"Cdum~ H ~ L.J~ .... 4~' ~' Cone. Slab ~/' b _ _ _ L _ _ _ i, ', ...... W4" = I'-0" FREDERICK ROBERT IIJEiSER ARCHITECT ltl 111 III Dt~AIIIINc' TITLE: SECTIONS JOB: NEUJ RESIDENCE BRIAN FRAUJLEY 4B4B HALLOCK LANE NATTITUCI~, NY TO~N OF ~5OWTHOLD 8CTtl~ IOOO-II2-OI-O3 ARCHITECT= FREDERICK R. mE~ER 41 EAST IIAPLE ROAD GREENLAIWN. NY 11140 =2 NOYAC PATH mATER HILL, NY lift1& FAX &31:2¢-1084 SEAL:~ REV.= DATE: JULY 2, 2OO~ 5CATE = I/4" = 1'-0' JOES NO: m2OO101 DR A~IIING NO. OF FINISH SCHEDULE 5PACE FLOOR IBA~E CHAIR CROIN OJALL-=, CEILING H~T FOYER [Coats) ~ ~ ~ ~ ~ ~ ~ IO'-O' ~amscobng rS'Il Stair Call) DEN ~ ~ ~ ~ ~ ~ ~ IO'-O' %nels- S'-~" Hgt. DINING ROO~ ~ ~ ~ ~ ~ ~ IO'-O" KITCHEN fPantr~) ~ ~ ~ ~ ~ ~ ~ O'-O" BUTLERS PANTRY ~ ~ ~ ~ ~ ~ I0'-0" LAUNDRY ~ ~ ~ ~ ~ IO'-O" 5ATH I ~I I I I I ~ I0'-0' ~mnscotlng [4'-C' Hgt,) SCREEN PORCH t ~ t I ~ 10'-O' STAIR ~ ~ ~ ~ ~ Vanes UPPER HALL ~Lme~) ~ ~ ~ ~ ~ 8'-0" MASTER BEDROO~ ~ ~ ~ ~ ~ I0'-0" Pe~e~ Cmhng MASTER BATH I I I I I I I CLOSET (BE 2) I I I I I ~'-O" BATH 2 t I I I I I I ~ 8'-0" ~am~cotmg (4'-~" Hgt,) I ~'-O" CLOSET ~B~ S) I I ~ I ~ ~'-O" BATH ~ ~ I I I I I I ~ 8'-O" Oaln~CObng H'-4" Hgt.) BEDROOH 4 I ~ ~ I I I0'-0" CLOSET (ER 4) ~ t I I I Y-O" bASEHENT I I ~ ~'-O" HECHANICAL I I ff'-O" BINE CELLAR I I ff'-O" NOTE: TRAY CEILING IN MBR. BR 4. I GALVANIZE~ H 2"'. 12 ~-"HURRICANE CLIP~" 2xlO ABOV~ 5UBFLOOR [NAiL ~ GLUE) TOP DP 2ND FL. 5UBFLOOR GABLE PROJECTION WHERE OCCUR5 ROOF: WOOD SHINGLE5 ELIDE STRIP OF "ICE t I~ATER SHIELD" e ROOF PERIMETER S/4 x't LATHE fHonzont, W) 2x(~ BLOCKING/ INSULATION BETLUEEN RAFTERS NOTE: ALL PLyLUOOD TO LAP TOP WALL PLATES IN CONTINUOUS SHEETS SHINGLE MOULDING '~TQP OF 2ND PL. - COPPER GUTTER BALL PL. Ix8 FASCIA BD. RIP FOR PITCH 2x4, IL" D.C. TtG, "BEAD t. CENTERBEAD". PREFINISHED CLEAR. FINGER JOINT SOFFIT W/ I" SCREENED VENT STRIP FRIEZE ED. (LAP CASING LEAVING 5 I/2" EXPOSED) x & WINDOW CASING [Head) __ BACK TRANSOM UNIT - BAND (VARIES) 5NEATHING I/2" DIA. GALV. TOP OF let FL. BOLTS, W" C.C. PL. ~] 4 1/2 SCREEN PORCH S/4×4 TRIM t'-- FOR 'KOLBE" FRENCH (% DOOR5 * DOUBLE-HUNG WINDOWS= ~.'-II 1/32" ~ ALCOVE 5UBFLOOR CROWN MOULDING ON 2 ~/4" WINDOW &x& T~BATED O ~ N H E A D ~ E A M - % Y P- ~ DINE 81ZE ENCASE IN TAPERED Full Size N D O SI L L- s"= F-O .... (VAt SQUARE POST H,Ir ~u' a,,¢ ELEVATION / GYP. BB. Underside of ~ BAC  ~---2x~ Rail Cap 2.x,~ Batuster~ Ill cc, Tgi.) II I.: 4x'l Po~t III 2x4 Bottom Gaiv, Area~ag B~II lIST FLOORI GUARD RAIL AREAIIIAT 5/4" = I'-O" STRAP HEADER-- TO ~xA POST ~ - r TOP OF ROUGH OPNG. SLOPED CAP I ! I I/2" F.G. BATT$ r {R Iff, UNFACED) =RIEZE BU. - f~) Il l/B" ~ [ '11 '~' (2) 2x& TOP ElALL PL. LVL Hdr.. ,,), LVL HDR. ITYP.) CASING GALV. %II,,['' i/2. -- HURRICANE -- CLIP. ALL BRACKET L- UJ~INSCOTING WOO SHINGLE5 ~/4" pLy~UD. 5ILL PI. W/ HAUNCH LUhere Ulmdom 5db SUBFLOOR Occur D~rect[~ ~ m [NAIL ~ GLUE) SHEATHING SCREENED "x4" TED Ehmlnate Casln ~' ½TUDS. lC' O.C./ PORCH ENC Extend II 1/8" I-JOiSTS- C' f~21) SCREEN I/8'{kl/~' Top 0¢ 5ubrlo~r - OF let FL BLUESTONE PANEL 5/4 TO HWr FWl 5,ze dlNDOD/DOOR ..,r Hall' Full Size 2x~ T~EATED ~ P. CONC. % SILL Pl. COPPER TERMITB PIN ~LAB TO FOUNDATION BALL TYP. ON FOUND. ~ALL , . FILL ~/~' ~-8 ~ ~-GRADE FOR 5TRAPPING NOTES, - -- .- . SEE DRWG. Afl ~_ FOUNDATION WALL S/4" : I'-O" ~ [CELLAR] ON 22"x I0" P. CONC. _ , ....... FOOTING fTTP.) ~ I/L: L¢/8 I/8 I/~ -4" P. COMO. SLA~ ' I/4"~ *"~iDTH AS REQUIRED}~'~V4" 2-STORY I-STORY &" ASE 4" ASE MULTIPLE d lT5 Hall` Full Size Hall` Full S~ze Halt' Full 5fze TOP OF let FL. 5UBFLOOR 3/4"= r-o" 12 i/2 · BASE OF FLARE TRIM FREDERICK ROBERT ARCHITECT !11 ltl III I II DRAmlNC.~ TITLE: SCHEDULE[ DETAIL5 dO~.: NEUJ RESIDENCE BRIAN FRAILILE¥ ~IB HALLOCK LANE HATTITUCK. NY TOIUN OF 5OUTHOLD -~CTHS IOOO-II2-OI-O2 ARCHITECT: FREDERICK, R. mEsER 41 EA-~T IIAPLE ROAD GREENLAUJN, NT 11'140 B:2 NOYAC PATH [DATER HILL, NY NWl& TEL f.31 1=4-=:$E=: FAX &31:3f. H084 ~EAL.- REV.= DATE; ,JULY 2, 200el $t'ALE : I/4" = JOB NO: ~2OO101 DRAmlN~ A- OF 51MPSON L5TA - 20 GAGE  GE 5TRAP - ALL ROOF RAFTER5 2 × ~, TIE · EACH RAFTER 51MP50N H2 Ht~RRICANE __ CLIP NAILED. FROH RAFTER TO STUD. - TYPICAL ALL RAFTERS ~ - Sd NAILS EACH END APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE. DOUBLI PLATE STUDS .2 - S~ REBAR COPPER TERMITE w/ SILL SEAL (TYP.) SEE EOUNDAT~ON D[UG. FOR DESIGN/REINFORCING .PROVIDE 88 COMMON NAILS e ,~" O.D. AT ALL HIGH PRESSURE ZONE5 NOTE: HIGH PRESSURE ZONE5 ARE ALL AREAS '~'-0' FROM ANY RIDGE, HIP OR GABLE END SECTION __ICE SHIELD UNDERLAYHENT REQUIRED - 24" FROM EDGE POSITION OF HURRICANE CLIP USE 51MPSON H3 _PROVIDE 8<J COMHON NAIL5 s ,J,, D.C. AT EXTERIOR EDGE OF ALL SHEATHING. SHEATHING TO LAP TOP L~ALL PLATE5 -MSTS1 METAL 5TRAP s JACK POST HBT21 · STUDS EACH END - TTP. SHEATHING TO OVER LAP BOX BEAM - TOP + BOTTOH. 51MPSON MTSA 18-Z W/ ./ (/,) 8d NAIL5 TOP BOTTOM f" 51MPSON LTP'i-Z ~J/ ad NAIL5 TOP t BOTTOM · SS" O.D. SHEATHING TO SILL PLATE gd NAIL5 ~ 'J" O C. (SHEATHING TO LAP SiLL PLATE> 2 x (. 5ILL PLATES ACQ TREATED, x I/," A.B. ~32!' nC. ~/'2"×2"xS/IG" WASHER. (HOT DIPPED GALV. OR STAINLESS STEEL) ISOLATE LUASHER FROM SILL PL W/ FELT 5TRIP ELEVATION HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Sq METAL 5TRAP · ALL JACK POSTS w/ ~ - 8d NAILS EACH END - TYP. - 88 NAIL5 TYPICAL 51MP50N MST2q -- I I/2" BIDE - 12 GAGE METAL 5TRAP eS2' OD. MAXIMUM. 18-Z ~J/ (/.) 88 NAILS TOP I BOTTOM s 32" O.D. LTP~-Z D/ (~) 88 NAILS TOP ~ BOTTOH ~ 32" O.D. TOP OF FOUNDATION Joint Deaull~lsa J Nail $1zsa J Nail $pa~lng ROOF FEAMII~3 Rafter fo Tef~ Plato (Toe-nailed) 3 - Sd per rafter Ceiling Jdei to Top Plate (Tsa-nalled) 3 - Sd perJaiei Ceiling Joist to Pereilal Rafter (Face-nailed) 3 - lSd sash lap Ceiling Joiei Lape ever Pa~it~on~ (Face-sailed) 4 - 16¢1 em=h lap Cellar Tie to Eeitor (Face-nailed) 2 - 8d per fie Bk~dag to Reitor (To.-nailed) 2 - 8d emsh and Rim Bom~ to Ra~ter (End-nailed) 2 - t6d ama sad WALL FRillING Top Plato to Top Riato (Fasa-nailed) 2-16¢1 ; per font Top Plalae at lateme~flons (Fsae-nallad) 4 - lSd joi~a-sa~ aide Sflzd to ~ud (Face-nailed) 2 - 16¢1 24" D.C. Hsader to Header (Face-nailed) 18¢1 16" o.c along edgsa Top or Bet~m Plate to Stud (End-nalilsa') 2 - 16d per 2x4 stud 2-16d per 2x6 ~ud 2-t6d per 2x8 eiud Bottom Plate to Floor Jei~ Bsadjo~t. Eedjoiat or Blocking (Face-nailed) 2 - lsd ;'~ per foot FLOOR FRAMING Joist fo SI11, Tap plate er Girder ('roe-nailed) 4 - sd perJoiat Brloglog to Joist (1'ee-noiled) 2 - sd each end BIo~<lng fo Joist (Toe-nailed) 2 - 8d sanh end Bio.lng to Sill or Top Plate ( Toe-nallad) 3 - lsd sash bla~ Ledger ~l~p to Bsam (Face-nailed) 3 - lSd eac~ JOIOI Jeiei on Ledger to Beam (Toe.nailed) 3 - lid per Jeiat Bend Joila to dolei (Ertl-nailed) 3 - 16d per Jolei Band JeiM fo Bill or Top Plate (Toe-nailed) 2 - lSd 1 per fo~ ROOF SHEATHING Sf~ucluml Panels Sd 4" o.¢ peNmefor zone penoi, 12" D.c. Interior ef peaoi Diagonal Bem~ 8hsalfllog 1" x 6" or t" x 8" 2 - Sd per culvert t" x 10" or wider 3 - Sd ~ aul~ort CEILING 8HEA'II'IING Gypeum Weilrm~lrd Sd 7" edge / 10" field WALL SHEATHING ~luMuml Panda Sd (nee table 3.9) Flpelboerd Psaefo 7/16" ed 3" edge / 6"floid 25/32" Sd 3" edge / 3" sdld Gypeum WoiIboerd ~d 7" edge / t0" riehl Hardboard 8d (san table 3.9) Paffloieboard Panels Sd (see table 3.9) Diagonal Board Sheathing t"x0"or 1"x0" 2-sd per auppert 1" x 1 0" or wider 3 - 8d per sapboft FLOOR SHEATHING S~ucteroi Panels 1" or lezo 8d 6" edgo 112" Ilekl gmafor then 1" 10d 3" edge / 0" Ihltd Dlagsaoi Bereft Sheathing 1" x6"or 1"x8" 2-8($ pereupport 1" x 10" or l~er 3 - sd per eap~srt ~ Nailing requlremer~ ere ba~d on~ wall shsathlag nailed 0" on-saatht' at the panel edge. if wall ahndhlog Is noiled 3" o~-csafor at the penni edge fo nbY~ala hlgbor abner ~apa;illsa, naillog re~ulrernsato for ~'tarat membe~ shall be doubled, or eifomato ~nm~=~r~, audi sa shear platsa, shell be u~ed fo maintoln the load path. ~When WOII nhsathlng In ~tlnuoum over ~n~ted n~bera, the t~bulated number of nails shall be permitted to be reduced to ~ - lsd nellper font. PROVIDE 8d COMMON NAIL5 · 4" O,C. AT ALL OTHER PORTIONS OF ROOF TYPICAL. PROVIDE 8~ COMMON NAILS ~ .'F D.C. -- AT ALL HIGH P~RESSURE ZONES RIDGE F OOF PLAN COMPONENT AND CLADDING PRESSURE ZONES I I/'P x 20 GA. GALV, 5TRAP ~u/ ~-sd COMMON NAIL5 IN EACH END ~1/," O.D. ~1 I/'~" x 20 GA. GALV. STRAP (L~/ ~-Sd,,COMMON NAIL5 TO 2'-O" MAX. 2 - 88 COMMON CANTILEVER OVER FOUNDATION I Il'J" x 20 GA. GALV. 5TRAP m/ ~-8d COMMON NAIL5 IN EACH END ~1"-" O.D. ~1 I/'~" x 20 Q/A, GALV, STRAP ( ,J/ ~-88 DOMI"'ION NAILS IN  EACH END alt/," O.C, X 2'-O" MAX. CANTILEVER OVER FIRST FLOOR DESIGN CRITERIA: GROUND SNOtlJ LOAD - 'i5 PSF, FIRST LEVEL - '~0 PSF. L.L. LIVING AREAS - '{O PSF. L.L. BEDROOM5 - SO PSF. L,L, I~IND SPEED - 120 MPH SEISMIC DESIGN CATEGORY - B WE,,THERING - SEVERE FROST LINE DEPTH - 3/," TERMITE - HODERATE TO HEAVY DECAY - SLIGHT ICE SHIELD UNDERLAYHENT REQUIRED - YES DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAHILY HOUSE - ENGINEERED DESIGN METHOD. WINDOWS - GLAZED OPENING EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR ~JIND-fSORNE DEBRIS TO MEET THE REQUIREMENT5 OF THE LARGE MISSILE TEST OF ASTM E Iflfl(, AND OF ASTH E [88/, REFERENCED THEREIN. IN LIEU OF IMPACT RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNE55 OF '1/1(." AND A MAXIMUM 5PAN OF 8' 5HALL BE PERHITTED A5 OPENING PROTECTION. ATTACHMENT5 SHALL BE 2 I/2" t8 WOOD SCREUJS, W' DC FOR SPAN5 UP TO C AND 12" OC FOR 5PANS BETWEEN /,' AND 8' GARAGE DOOR5 TO BE RATED EOR 120 MPH IlliND LOAD. FREDERICK ROBERT UJEBER ARCHITECT 111 ill I DRAWING TITLE: CODE DETAIL, JOB: NEUJ RESIDENCE BRIAN FRAUJLEY 4;45 HALLECK LANE HATTITUCK, NY TOWN, OF '=,OU'THOLD 5CTt1 r 1000-II2-OI-O3 ARCHITECT; FREDERICK R, WEBER 41 FA,ST HAPLE ROAD GREENLAWN, NY 11140 ~2 NOYAC PATH WATER FriLL, NY lift1& TEL /,3,1 FAX 3,EAL= REV.: DATE: JULY 2, 2OO~ 3,CALF .' I/~ JOt~ NO: 32OO10'I DRAWING NO. OF d d 4"x4"xl/4" Et. eel F'~pe Column E"xE'xl/2" Base [ ¢ "U" Bracket Top I~ (Twp.) I/2" LVL (3) q I/2" LVL 13) ~ I/2' LVL IS) ~ I/2" LVL _ _ ~.~ f2h I rS) I~ 1/8' LVL d III) 3/4"x 13" $fl. PI. IFlush) I 13) II LVL f3) II 1/8" LVL Hdr. ~/ (2) 3/8"x11" 5ti. I~ (Flush) 11:2" LVL (3) Il 1/8" LVL PROVIDE "S[[~P5ON" PHDS-Z HOLD-DOWN FROM STUD ~JALL/WALL PL. TO FOUNDATION WALL PROVIDE l/2" PLYWOOD (ONE SIDE OF UJALL) FOR 5HEAR BALL FRAfllNG NOTES: I. ALL FRAMING LUMBER 5HALL BE GRADE 5TAMPED DOUGLAS FIR-LARCH 5TRUCTUI~AL GRADE No, 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" i'I[N. THICKNESS OR AS NO"TED. 3, ALL SUBFLOORING TO ~,E APA RATED 5TURD-I-FLOOR, EXPOSURE I, 3/4' i'llN, THIICKNE55. ALL EDGE5 OF PLYWOOD TO BE SET ON 5OLID BLOCKING. GLUE AND NAIL PLYWOOD 5U~SFLOOR TO FLOOI~ JOISTS. 4. ALL HEADER5 C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, "1"-O" AND OVER tUITN TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2×8 IN 4" WALL ¢ 3-2×8 IN ~" WALL OR[ AS SHOWN ON DRA[UINGS. ~. 5OLID BLOCKING 5HALL BE PROVIDED FOR ALL JOI5T5 AND FLOOR BEAMS A5 p~R N.Y.5. CODE OR A5 NOTED ~ 8'-0" O,C, PROVIDE 2" 5PACE FOR AIR CIRCULATION iN ROOFS, ~. DOUBLE FRAH[NG AROUND OPENING5 (Skylights, 5tmrs, et.¢.) OR AS NOTED ON DRAWUNGS. ~. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITION5 OR A5 NOTEID ON DRAWINGS. (3) Il 1/8" LVL '- (S) II 1/8" VL STRUCTURAL 1ST FLOOR PLAN I/4' I'-0' NORTH FREDERICK ROBERT ARCHITECT III I DRAWING TITLE: . TRUCTURAL FIR,ST FLOOI JOB: NELU RESIDENCE BRIAN FRAIULE¥ 4B4B HALLOCK LANE "ATTITUCK, NY TOWN OF 8OUTHOLD 8C?~1OOO-I1~OI-O2 ARCHITECT~ FREDERICK R. WEBER 41 EAE~T HAPLE ROAD GREENLAIIIN, NY 1.40 I I B2 NOYAC PATH mATER HILL. NY II~ll& FAX 43,1 :2/,I-IO84 82 51 JOEl, NO: a2OO'fO1 DRAWING NO. 5CALF = I/4" = I'-O" 8. ALL FLUSH UJOOD CONNECTIONS 5HALL BE FASTENED ~JITH RATED GALVANIZED M1ETAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. fl. NAILING SCHEDULE SHALL BE A5 PER THE N.T.S. BUILDING CODE AS A HINIItUM. A[LL 2x~ STUDS 5HALL RECIEVE 5-1OD NAIL5 AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. IO. PLYWOOD SHEATHING TO BE NAILED mmmITH 80 ~ 4" C.C. EXTERIOR EDGES AND /.[~) s 12" C.C. INTERHEDIATE. II, ALL ROOF RAFTER5 5HALL BE ATTACHED TO THE PLATE AND STUD WITH GALV~,NIZED HURRICANE TYPE CONNECTOR5 BT "STHPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER 5HALL BE "TRUE5 JOINT" T Jr SERIES WOOD-I-BEAH~5 AND LVL PRODUCTS OR EQUAL. ALL JOINTS, GIRDER5 AND HEADER5 5HALL HAVE BEARING STIFFENER5 INSTALLED AS PER HANLUFACTURER'S RECOMMENDATIONS, WEB STIFFENER5 SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE I :3/4" LVL RIM JOIST 5HALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS p~ER MANUFACTURERS RECOMMENDATIONS, IS. ALL rlULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROW5 OF I/2" D[A, (GALV. HACHINE BOLT5 · 24" C.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. I~, BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TFO EXCEED 8', (')nd FI. Floor Framing) r o~ i Abo¥~ u : Line of' Ov~rha~ -- 15)~1 I/2" LVL I~) "l 11/2" LVL ~11 II (2) 2klO Hddl I/2" LVL %.. 2xlO 12) 2x& Top 5 112" x II Glued 8'-8" w/ Bolted t'Jet 81 / 2xlO II iI ii I II lB) ci LVL 2xlO Line of Overlay Dormer {S~ '~ /2" LVL bne~ of Owrhang ~ 2xlO R.R., 14" /I I / 2x8 C.J., I Dc FRAMING NOTES: I, ALL FRAMING LUMBER 5HALL BE GRADE 5TAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8' MiN. THICKNESS OR AS NO TED. S. ALL SUBFLOORING TO BE APA RATED ETURD-I-FLOOR, EXPOSURE I, 3/4" IIlN. THliCKNEEE, ALL EDGES OF pLyLUOOD TO BE 5ET ON 5OLID BLOCKING. GLUE AND NAtL PLYLUOOD 5UBFLOOR TO FLOOI~ JOISTS. , · UBLE UPRGHT5 ~1"-O" AND OVER LUITH TRIPLE UPRIGHTS. '4. ALL HEADER5 (,-0 AND OVER 5HALL BE 5UPPO.R. TED [UJTH DO ,, - ALL HEADERS 5HALL BE A MINIMUM OF 2-2x8 IN 4 lYALL ¢ S-2x8 IN & BALL OR. Y, 5OLID BLOCKING 5HALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAil$ AS piER N.Y,$, CODE OR AS NOTED · 8'-0" O.C. PROVIDE 2" 5PACE FOR AIR CIRCULATION IN ROOPS. /.. DOUBLE FRAMING AROUND OPENINGS fSk~I~hL~, Stairs, ~tc.) OR AS NOTED ON DRAUlIINGS. "1. DOUBLE UP FRAMING UNDER ALL POST5 AND PARALLEL PARTITION5 OR A5 NOTE!D ON DRAUIINGS. 8. ALL FLUSH UIOOD CONNECTION5 5HALL BE FASTENED UJITN RATED GALVANIZED METAL CONNECTOR5 BT "SIMPSON" OR APPROVED EQUAL. ~. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.S, BUILDING CODE A5 A MINIMUM. ALL 2x(, STUD5 SHALL RECIEVE ~-IOD NAIL5 AT 5ILL AND PLATE. ALL EXTERIOR NAIL5 5HALL BE GALVANIZED, IO. PLTIUOOD SHEATHING TO BE NAILED IUITH 8D e 4" D.C. EXTERIOR EDGE5 AND (,ID · 12" O.C. INTERHEDIATE. IL ALL ROOF RAFTER5 5HALL BE ATTACHED TO THE PLATE AND STUD LUITH GALVANIZED HURRICANE TTPE CONNECTOR5 BT "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER 5HALL BE "TRUSS JOIST" TJI 5ERIE5 ttJOOD-1-BEAi'15 AND LVL PRODUCT5 OR EQUAL. ALL JOISTS, GIRDER5 AND HEADERS 5HALL HAVE BEARING STIFFENER5 INSTALLED A5 PER MANIUFACTURER'S RECOMMENDATIONS. lYEB STIFFENER5 5HALL BE REQUIRED AT ALL LOAD AND BEARING POINT5 AT A MINIMUM. A SINGLE I 3/4" LVL RIM JOIST 5HALL BE.~E~Q_yLR.~.D AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENT5 SHALL BE AS p~ER MANUFACTURER5 RECOMMENDAH(JNS. 13. ALL MULTIPLE LVL PRODUCTS [U/ STEEL PLATES TO HAVE 2 ROL~5 OF I/2" DIA. (GALV. MACHINE BOLT5 e 24" D.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS, 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. 5PACING NOT 1TO EXCEED 8', STRUCTURAL CEILING/ RO0 I/4" = I'-0" NORTH FREDERICK ROBERT ARCHITECT DRAIIJlNG TITLE.' STRUCTURAL CEILING/ ROOF JOB.. NEUJ RESIDENCE BRIAN FRAINLEY ~B4~c HALLOCK LANE IfATTITUCK, NY TOWJN OF ,~OUTHOLD BCTFI~ IOOO-II2-OI-O2 ARCHITECT= FREDERICK R. IIJEI=~,ER 41 EAST FIAPLE ROAD GREENLAIIIN, NY 11140 S:2 NOYAC PATH U.IATER HILL, NY llfl"1& TEL ~-3,1 11:4=G1:1;;$ FAX &31 2/-I-IO84 REV.= DATE.' JULY 2. 200fl -'aC,ALE = I/4' = I'-O" JOB NO: 111200101 DRAEIING NO. ,52 OF ~2 ELECTRICAL IST FLOOR I/4" = I'-0" Su G PLAN NORTH AC ~1 AC :~2 ELECTRICAL SYMBOL5 SYMBOL DESCRIPTION ~ DUPLEX RECEPTACLE ~ ~.~. DUP.REC.-WATERPROOF ~c,F~ DUP.REC.-GROUND FAULT ~ DUP.REC.-FLOOR (~ DUP,REC.-II)SWITCH OPER. (~ SPECIAL OUTLET 0 SURFACE MTD.-CLG. Op SURFACE MTD.-CLG. (Porcelain) ~ RECESSED-CLG. MD WALL MOUNTED ~ DUP. FLOOD ~ HIGH INTENSITY, S~IZEL, RECESSED ~ CLOSET LIGHT ~ SHO~ER LIGHT feet Locabon) ~ UNDERCAD. FIXTURE ~ ~ DOORBELL/CHfHE ~ EXHAUST FAN ~ PADDLE FAN ~ PADDLE FAN / LIGHT I F t ATTIC FAN ~ TELEPHONE 0 CABLE ~ COMPUTER (Cable ¢ Phone) ~ LIGHT ~/ HEAT/FAN/NIGHT LIGHT ~ THERMOSTAT ~ FAN/LIGHT ~ SMOKE DETECTOR ~co CARBON MONOXIDE DETECTOR ~ S~[TCH ~ 5~ITCH S-WAY ~ ~ ~WITCN ~ 5~ITCH W/ ~ ~ 5WITCH WATERPROOF J5 JAHB 5WITCH ~ KEY PAD EX EXISTING ELECTRICAL NOTES: I- RECEPTACLES I: SWITCHES TO BE "DECORA" fLEVITON). WHITE. 2- DIMMERS TO BE "DIVA" (SllC~e C,ontrol), WHITE. S- ELECTRICIAN TO SCHEDULE "W/ALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 4- ALARM CONTRACTOR SHALL PROWIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOB TEMPERATURE DETECTORS PER CODE IHINIMUM) mS EIELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. B- ON SHINGLED WALLS, WALL MOUINTED FIX~-URES TO BE MOUNTED ON CEDAR WALL PLATE. 4- ELECTRICIAN TO VERIFY ELECTFRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. ELECTRICAL FIXT'URE$: OWNER TO PROVIDE THE FOLLOWI?NG FIXTURES (INSTALLATION BY CONTRACTOR): I- CHANDELIERS (DINING. FOYEr.. E.=TO.) 2- KITCHEN PENDANT S- BATHROOM WALL SCONCES 4- SURFACE MOUNTED PORCH CEIILING FIXTURE5 ~- ALL DECORATIVE EXTERIOR FI,~XTURES &- PATH AND POST LIGHTS (12OV.. Line Voit. age) ~- PADDLE FANS (To be Mounted on Bracket Spannm~ Jomt~) ELECTRICIAN/GO TO P~OVIDE AN[D INSTALL THE FOLLOBING FIXTURES: I- ALL PORCELAIN FIXTURE5 2- ALL RECESSED INTERIOR AND IEXTERIOR FIXTURES ("HALO"), HOUSING ~ TRIM (Dhlte) D- ALL CAST ALUHINUH DUPLEX FLLOOD LIGHTS. 4- UNDERCABINET KITCHEN FIXTURE5 ("KICHLER", Hockeg Puck 5t~le). APPLIANCES: ODNER TO PROVIDE THE FOLLODI~G APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS ~y CONTRACTOR I- RANGE: D4", f&) BURNE~ DUAL F~EL, BURNERS- PROPANE, OVEN- ELECTRIC 2- HICRO~AVE: REFRIGERATOR: "SUB~ERO", D4":. DEDICATED/GROUNDED ELECTRIC 4- DISH BASHER: PLUH~ING t ELEOTRIC DINE COOLER: UNDERCOUNTER, DEDICATED/GROUNDED ELECTRIC ~- KITCHEN HOOD: ~&"DxlS"Hx24"O, EXTERNAL BLODER, flOC CFH q- DASHE~; PLUHBING ¢ ELECTRIC 8- DRYER: ELECTRIC DRYER PLLII 1BING NOTES: l- PLUMBER 5HALL TEST ALL DRAIIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING BALLS. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. D- INSULATE ALL HOT WATER PIPINIG PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE 5OUND LEVELE. S- ALL HOSE BIBS SHALL BE "FROIST FREE" WITH SHUT-OFF VALVES IN BASEMENT. &- PLUMBER TO PROVIDE "T" CONN, IECTION IN ilECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ IRRIGATION CONTRACTOR. q- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR RANGE ~ GRILL fALLOW FOR FUTURE POOL HEATER AND GENERATOR), FREDERICK ROBERT WEBER ARCHITECT DRAWING TITLE.. ELECTRICAL FIR.~T FLOOR JOB.. NEW RE.~IDENCE BRIAN FRAUJLE¥ 454B HALLOCK LANE HATTITUCK, Ny TOWN OF 5OUTHOLD ~CTHSlO00-112-OI-02 ARCHITECT.- FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAmN, NY 11140 52 NOYAC PATH WATER I~ILL, NY Ile/l& TEL &~l 11=4-5B~; FAX &31 2&1-1084 SEAL= REV.= DATE= JULY 2. 200~ ~CALE : I/4' = I'-0" JOB NO= ul2OOT01 DRAWING NO. OF E2 / I pIoor / / ELECTRICAL :2ND FLOOR 1/4" = I'-O" PLAN NORTH ELECTRICAL 5¥HBOL,5 SYMBOL DE,SCRIPTION ~__ DUPLEX RECEPTACLE ~ t,.p. DUp. REC.-tUATERPROOP ¢o*1 DUP.REC.-GROUND FA~T ~ DUp.~EC.-~LOO~ ~ 5RECTAL OUTLET O SURFACE ~TD.-CLG. Dp SURFACE ~TD.-CLG- (po¢celam) ~ ~ ~ECE55ED-CLG. ~ ~ALL ~OUNTED ~ DUP. FLOOD ~ HIGH INTENSITY, ~BIZEL. RECESSED ~ CLOSET LIGHT ~ 5HOBE~ LIGHT (~e~ Locating) ~ UNOE~CAB. FIXTURE ~ ~ ]OORBELL/CHI~E ~ ~ EXHAUST pAN ~ pADDLE FAN ~ PADDLE ~AN / LIGHT  ATTIC FAN ~ TELEPHONE O CABLE V~SION ~ cOMPUTER (Cable ~ Phone) ~ LIGHT ~/ HEAT/pAN/NIGHT LIGHT ~ THERMOSTAT ~ FAN/LIGHT ~ 5~O~E DETECTOR ~c~ CARBON ~ONOXIDE DETECTON ~ 5WITCH ~ 5~ITCH 3-~AY ~o~ 5WITC~ W/ DIMMER ~ ~e 5~ITCH BATERpROOF J5 JAHB 5BITCH ~~KEY PAD EX EXISTING FREDERICK ROBERT WEBER ARCHITECT Ill Ill )-- III DRAtlJlNQ TITLE; ELECTRICAL SECOND FLOC1 NEB RE$1DEN~-- BRIAN FRAWLE 5" S,, _____~_L_-__~oor 4!14~ HALLOCK LAb ....... JiL .................. _b ................ II MATTITUCK, NY OF $OUTHOL- .................... - - -I- -- ~ 1000-II2-OI-C 2 V2" 2 r---i--- ] ath 3~ ARCHITECT= FREDERICK R. tUEE~ EAST f"[APLE ~( NY I1'1 TEL PA)< K~tchen Dram, Diameter, I/8" per Ft., Min. Pitch let Floor PLUMBING SCHEMATIC NOT CALE ,r, EAL: REV.: DATE= JULY 2, SCALE = 1/4" = JOB NO= m20~ DRAILIING NO. E2 OF