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HomeMy WebLinkAbout33601-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA~RTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34148 Date: 01/06/10 T~IS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 290 TOWN HARBOR TERRACE SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County T~x Map NO. 473889 Section 66 Block 1 Lot 33 subdivision Filed Map No. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 6, 2008 pursuant to which Building Permit No. 33601-Z dated FEBRUARY 12, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS & ADDITIONS, INCLUDING SECOND FLOOR DECKING, TO AN EXISTING ONE FAMILY DWELLING AND ACCESSORY IN GROUND SWIMMING POOL AND ACCY OUTDOOR SHOWER AS APPLIED FOR PER ZBA #6193, DATED 9/4/08. ]~he cez~ificate is issued to JOA/qN W~LKER of the aforesaid building. ( OWNER ) SUFFOLK COUNTYDEPARTMENT OF HEALTHAPPROVAL R10-09-0045 ELECTRICAL C~KTIFICATE NO. 127901C pLDI~ERS ~KTIFICATION DA'r~D 11/19/09 GEORGE FREDRICKS 11/o9/o9 11/19/o9 Authorized Signature Rev. 1/81 NOV ]9 2009 BLDG. DEPT. APP TOWN OF SOUT~O10 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 ,ICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation fi.om Board of Fire Undenvriters. 4. Sworn statement fi.om 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 fi.om architect or engineer responsible for the building. 6~ Submit Planning Board Approval of completed site plan requiremants. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swin~ning pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $25.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Da,e. ov bo/ t2,eoo9 New Construction: Location of Property: House No. Owner or Owners of Property: Su£fo~ County Tax Map No lO00, Section Old or Pre-existing Building: Pacbor Subdivision PermitNo. ~:~b0 I DateofPermit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Z~. 0{9 (check one) TerraCe Street Hamlet Lot Lot: Filed Map. nde ritersAppro al: Final Certificate: k one) C~gnature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII~)ING PEP. MIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33601 Z Date FEBRUARY 12, 2008 Permission is hereby granted to: JOANN WALKER 730 PARK AVE - # 19C-PH NEW YORK,NY 10021 for : ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA #5623 & TRUSTEES; RAISED PATIO ADD SURROUNDING SWIMMING POOL, FENCED TO COD at premises located at County Tax F, ap No. 473889 Section 066 pursuant to application dated FEBRUARY Building Inspector to explre on AUGUST 290 TOWN HARBOR TERRACE SOUTHOLD Block 0001 Lot No. 033 6, 2008 and approved by the 12, 2009. Fee $ 2,810.00 Authorized Signature Rev. 5/8/02 ORIGINAL Issue Date 11/19/2009 Electrical Inspection Certificate Electrical Inspection Service, Inc. 375 Dunton Avenue East Patchogue, New York 11772 (631) 286-6642 Application Number 127901C Issued To: Street: Village: Section: Joann/V~talker ., 29~ TCwn Harbor'~errace SoUtl~old Block:' Contractor: 4P, 'O. B. Electric~tnc. Zip: 11971 Town: Southold Lot: Lic.# 4473-E Was exarn~ed and fOuacfto be in compliance with the National Electrical Code Cornr~rcial ~-NVDefet;t~/x Pool !x lstFIoor x Indoor X Basement Residential Det. Garage i Attic iX 2nd Floor X Outdoor X Addition Hot Tub Survey Switches Receptacles Fixtures 48 65 108 Dishwasher Washer/Amps Dryer/Amps 2/20a 1 20 1 Gas Furnace Oil Gas Circulators 2 X 8 Meter Amps Phase UG/OH Jacuzzi 1 400 1 X GFI Heaters A/C Fans 12 13 Oven Range/Amps Microwaves 1/30a 1 Gas 2/20a Smoke Detector Bell Transformer B/O Television CO Detector B/O Bldg. Permit: 33601 Other Equipment 2-200 amp M/B / 4-15 amp Air Handier Disconnect/4-20 amp NC Disconnect/I-100 amp Subpanel/3-20 amp Pool Spec. Outlets/ 1-Jandy Disc./2-Pool Lts Hugo S. Surdi President Rough inspection: 04~22~2009 Inspector:. J?hn ,Mc.;~/ahon: III This certificate must not be altered in any manner Inspectors may be identified by their credentials Town Hall ~knnex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (63 I) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLF~ CERTIFICATION Date: Building Permit No. OWner: Plumber: (Please print) ~lease prht) lead. Swomto before me this /q'~ dayof fi~OV~tvl/~ (, 20 O~ I certify that the solder used in the water supply system contains less than 2/10 of 1% ,-/ (Plumbers Signature) Not ary Public, ~'i~._ County W~,LJO INSPECTION REPORT I DATE ...................................... !~qo-~ ~S~ATION PER N. Y. WALKER RESIDENCE EXISTING FIRST FLOOR = 2t93,~1. ft. E~dI.STING SECOND FJ. OOR = t4'i8e0, fi. PROPOSED SECOND FLOOR ADDITION OV~ ~ST ~NG = ~ sq. · ~0~ ~0 ~Y ADDmON ON WA ~ $IDE (0~ ~SWNG PATIO}= ~OP~ED NEW HOU~ PA ~0 gNCLUDING ~NCE ~ ~S~G PATIO) ~O~D P~L PA ~0 ~INGLUDING P~ ~EA)= 1~ sq, ~ PROP~ P~ (INCLUDING ~OUGH, STAIRS, S~8, HOT ~B) = f5~ ~. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town HallAnnex 54375MainRoad P.O. Box 1179 Southold, New York 11971-0959 Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OFTOWNTRUSTEES TOWN OFSOUTHOLD CERTIFICATE OF COMPLIANCE # 0492C Date: December 23, 2009 THIS CERTIFIES that the removal of existing patio & pergola, construction of new one-story & two-story additions to dwelling~ new concrete patio, new in-ground swimming pool, new outside shower, installation of gutters to leaders to drywells, in-kind/in-place repair of existing beach stairs, beach cabana, wood platform with roof with no further expansion of the cabana and beach platform areas, 6' wide non-turf buffer landward of the top of the slope to be maintained, re-vegetate and maintain the bank At 290 Town Harbor Terrace, Southold, New York Suffolk County Tax Map # 66-1-33 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 9/27/06 pursuant to which Trustees Wetland Permit # 6470 Dated 10/18/06 was issued and Amended on 12/12/07, and on 1/23/08, and on 6/18/08, and on 11/18/09 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing patio & pergola, construction of new one-story & two-story additions to dwelling, new concrete patio, new in-ground swimmin~ pool~ new outside shower, installation of gutters to leaders to cirywells, in-kind/in-place repair of existing beach stairs, beach cabana, wood platform with roof with no further expansion of the cabana and beach platform areas, 6' wide non-turf buffer landward of the top of the slope to be maintained, re-vegetate and maintain the bank The certificate is issued to JOANN WALKER owner of the aforesaid property. Authorized Signature APPEALS BOARD MEMBERSO Gerard E Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http:]/southoldtown.north fork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 RECEIVED FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 4, 2008 ZBA # 6193 - JOANN WALKER Property Location: 290 Town Harbor Terrace, Southold CTM 66-1-33 Soathold 1'own Cled 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 10, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter- community impact. LWRP: TOWN CODE CHAPTER 268: This application is exempt from LWRP review pursuant to Code Section 268-3. PROPERTY FACTS/DESCRIPTION: The total area of the property is conforming with 52,360 square feet in this R40 Residential Zone District, as shown on the site plan prepared by Austin, Patterson, Disston, Architects last dated 5/22/08 (revision note # 4). The site measures 50.58 feet along Town Harbor Terrace to the north, 342 feet along the western boundary to a tie line at Little Peconic Bay, 361 feet along the eastern boundary, and 149.92 feet along Little Peconic Bay. The property is improved with a two-story, single- family dwelling, as shown on the survey prepared October 20, 2003, revised March 9, 2005 by Daniel P. Jedlicka, Professional Land Surveyor. BASIS OF APPLICATION: Request for Variances under Section 280-15, based on the Building Inspector's June 13, 2008 Notice of Disapproval concerning a proposed accessory swimming pool structure in a side yard Page 2 - September 4, ZBA # 6193 - Joarm Walker CTM 66-1-33 rather than the code-required rear yard. RELIEF REQUESTED: The applicant seeks a variance to show construction of a 1,113 square foot swimming pool in the westerly side yard. FINDINGS OF FACT The Zoning Board of Appeals held a public headng on this application on August 21, 2008, and September 25, 2008 (after a Resolution was adopted on September 4, 2008 to reopen the hearing) at which trrne written and oral evidence wore presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following fac~s to be true and relevant: REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of a variance authorizing the proposed yard location of a swimming pool will not have an adverse effect on the character of the neighborhood or be a detriment to nearby properties. The pool will be set back more than 25 feet from the westerly side boundary and more 200 feet from the road. It will in the same location as approved for an attached pool under ZBA variance # 5623, however it is to be built without the declHng that was formerly approved in that application, which would have increased lot coverage. 2. Town Law §267-b(3)(b)(2). The benefit of an accessory swimming pool on the property cannot be achieved by means not requiring a variance. Constructing a pool to the rear of the house would have placed it closer than 75 feet from the bulkhead. ~. Town Law §267-b(3)(b)(3). The proposed variance is not substantial. The pool be located more than 200 feet from the front yard boundary and 20 feet from the side boundary. 4. Town Law §267-b(3)(b)(5). The need for a side yard variance pool was not serf created. It is a result of the fact that the house is 75 feet from the bulkhead and approximately 57 feet from the top of the bluff. 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that grant of this relief will have an adverse impact on physical or environmental conditions in the neighborhood. 6. Town Law §267-b. Grant of the relief requested is the minimttm action necessary and adequate to enable the apphcant to enjoy the benefit of a Page 3 - September 4, ZBA # 6193 - Joann Walker CTM 66-1-33 swimming pool, 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, motion was offered by Member Simon, seconded by Member Oliva, and duly carried, to GRANT the variance as applied for, as shown on site plan last dated 5/22/08 (revision note # 4), prepared by Austin, Patterson, Disston, Architects. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehringer (Chairman), Oliva, Simon and Weisman. absent.) This Resolution ~~ , ,:' ,..,~.- / ~ P~OE~I~ER ~Approved for (Member Dinizio was ~HAIRMAN ~/,~/2008 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~,~FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F/QUNDATION 1ST [ [/~FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~ INSPECTOR -~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ,~OUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ .~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FO~TION 1ST [ ] ROUGH PLBG. [~/]'FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~/~~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ ~ ~/~L~ DATE / ~- ';;~- o ~' INSPECTOR ~ ~ TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]~DAT~I)- _.~ []INSULATION [//]"F~MI~~~ [ ]FINAL · [ ] FIREPLACE & CHII~EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARK ,~~'~/~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [~/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI~I' ~.UCTI0~ [ ] FIRE RESISTANT PENETRATION REMARKS: DATE /1~/~/~//// INSPECTOR ~~~.' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [~:IRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS:__ [ ] ROUGH PLBG. [ ] INSULATION [~ FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE PATAUSTIN TERSON DISSTON ARCHITECTS Il ( January 8, 2009 Mr. Michael J. Verity, Chief Building Inspector Town of Southold Building Department 53095 Main Road Southold, NY 11971 Re: Permit # 336012 Walker Residence 290 Town Harbor Terrace Southold, NY Dear Mr. Verity, Our office has inspected the completed dwelling f___o_undation waterproofing.~t 290 Town Harbor Terrace, Southold, NY and to the best of our kn'~wledge and belief all new waterproofing with protection board has been installed as per manufacturers specifications and appears to be in compliance with the approved plans and the Building Code of the State of New York. If you have any additional questions please contact our office at 203-255-4031. Sincerely, Stuart Disston, AIA Louis Segale, RA David E Austin. AIA · McKee Patterson, AIA · Stuart L Disston, AIA · Partners 376 Pequot Avcmtc, 1~O. Box 61, Southport, Connecticut 06890 ° (2031 255 4031 · Fax (203) 254-1390 4 Midland Street, l~O B{lx 1707. Qtlogue, New York I 1959 ° (631 ) 653-1481 ° Fax (631 ) 653-6605 w w w.apdarchitects.com JAN ! 3' BLDG. D£PT. TOWN OF SOUTHOI. O PATAUSTIN TERSON DI$STON January 5,2009 Mr. Michael J. Verity, Chief Building Inspector Town of Southold Building Department 53095 Main Road Southold, NY 11971 Re: Permit # 336012 Walker Residence 290 Town Harbor Terrace Southold, NY Dear Mr. Verity, Our office has inspected the completed dwelling frilling_at 290 Town Harbor Terrace, Southold, NY and to the best of our knowledge and belief all new construction including structural metal wopd fasteners, hurricane fasteners and anchors appear to be in compliance with the approved plans of the Building Code of the State of New York. If you have any additional questions please contact our office at 203-255-4031. Sincerely, Stuart Disston, AIA Louis Segale, RA David E. Austin. AiA · McKee Paltetstm. AIA ° Stuart L. Disston. AIA · Partners 376 Pequot Avenue, P.O Box 61, Southpori, Conneclicm 0689(/· (203) 255 4031 ° Fax (203) 254-1390 4 Midland Street, PO. Box 1707, Quogue, New York 11959 · (631) 653 1481 ° Fax (631) 653-6605 www apdarchdccts.com AUSTIN PATTERSON DISSTON JUN 2O09 BLDG. D£PI. TOWN OF SOUIHOLO May 12, 2009 Mr. Michael J. Verity, Chief Building Inspector Town of Southold Building Department 53095 Main Road Southold, NY 11971 Re: Permit # 336012 Walker Residence 290 Town Harbor Terrace Southold, NY Dear Mr. Verity, Our office has inspected the completed dwelling framing at 290 Town Harbor Terrace, Southold, NY and to be the best of our knowledge and belief all new construction including firestopping and firestop caulking appear to be in compliance with the approved plans and the Building Code of the State of New York. If you have any additional questions please contact our office at 203-255-4031 Sincerely, Stuart Disston, AIA Louis Segale, RA David 15. Austin, AIA ° McKcc Pancrson, AIA · Stuart L l)ission. AIA · Partners 376 Pequot Avenue, I~O Box 61, Southport, Connecticut 06890 · (203) 255 4031 · Fax (203) 254-1390 4 Midlaml Street, [~O Box 1707, Quoque, New York, [ 1959 · (031) 653-1481 · };:ix (63D 653 6605 .... · -,~ ~'.r,,,~ua, D ~ ~hl ~, .. ~3}4I~12)1N0 PERMIT APPLICATION CHECK[AS BUll,DIN(, DEPAR~MEN [ ~Jd~ ~[ i~ De yo~ haw er ,~d tln~ fullowmg, b~ore applying? TOWN' HALl., ~ /~ ...... ~ // B :ard nf, Health TEl,: (631) 765..1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net PERMIT NO. Survey ............................ Check_ ............................ Septic Form ............................. N.Y.S.D.E.C.. Tmstees ........................ Slorm-Water Assessment Forln (,aura t. Building Inspector APPLICATION FOR BUILDING PERMIT Date November 26, 2o .. INSTRUCTIONS a. This application MUST he completely filled m by lypcwl:iter or in ink and submitted to the Building Inspector with 4 scts of plans, accurate plo~ plan to scale. Fee according to schedule. b. Pict plan slmwmg location of lot and of buiktings nn premises, relalionship to adjoining prcmiscs 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 Buitding Inspector will issue a Building Permit to the applicant. Sucb a permit shall be kept on the premises available for inspeclion throughout the work. e. No building shall be occupied or used in whole or in prat £or any pm'pose what so ever until the Building Inspector issues a Cel~ificate o f Occupancy. 5 Every building permit shall expire if the work authorized has not commenced within 12 months after thc date of issuance or has nol been completed within 18 months from such date. If no zoning amendme~lts or other regulations affecting the property bare been enacted in the inlerim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafler, a new permil shall be required. APPLICATION IS HEREBY MADF. to the Building Department for the issuance of a Building Permit pursuanl to the Building Zone Ordinance of the Town of Southold, Suffnlk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or allerations or for removal or demolilion as herein described. The applicant agrees to coruply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit aulhorized inspectors on premises and in building forncce§sary inspections. Stua~jgt L. Disston Aust~ Pa~er~is s~hit ec t s, LLC ($ignalurc of applicant or uame, ifa corporatiun) 376_~Pe_quot Ave., P.O. Box 61, So..u__thport.,__C_T. (Mailing address ofapplican0 06890 State whether applicanl is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent/Architect N amc of owner o f premises (As on tile tax roll or latest deed) If applicant is a corporation, signature of(July authorized officer (Nmne trod title of corporate officer) Builders I..icense No. 124 Plmnbers License No. Electricians License No._/t253E Mx~kerll.~~ ............ Other Trade's License No. 1. Location of land on which proposed work will be done: 290 Town Harbor Terrace, Southold, House Number Slrect C'ounty Tax Mai> No. ] 000 Sec/ion ~f~ Subdivisioo (Name) H a m [ el Block 1 Lot Filed Map No._ ....... Lot 33 11/20/2007 05:22 6316536605 APDARGHIYEGTS PAGE 04 2. State existing use and occupancy of premises and intended ~se mid occupancy of proposed const-uct on a, Existing ose and occupancy_ Ke~aidence ....................................................................... b, Intended use and occupant5 Residence 3. Nalure of work (check which applicahle): New Building ....................... Addition x Alteration x Repair Removal Demolition ................ ()ther Work Swiping Pool ..................... ( Description ) 4. Estimated CoslL?.l, 704,0~_~Z 0~ ................................Fee (To be paid on filing this application) 5. [fdwelling~ mm~ber of dwelling units ......... ! ........... Number ofdwclling umts on each floor If 9ara~e, number of cars 6. If business, commercial or miXed occupancy, specify nature and extent of each type of use. 7. Dimensions of ex/sting strucmres, i£any: Front 69'-0" .............. Rear 54'?_1..0_y~ ......... Depth Height 20'-9~ Number of Stories 2 56'-1" Dimensions of same structure with alterations or additions: Front 69'-0" Rear Depth 70'-2" Height_ 22'-0" Number of Stories 2 64'-2" Dhllensions of entire new construction: Front Height Number of Stories Rear Depth _ 9, ~' 149.93 , lzeoflot: Front 150.58 Rear Depth. 361. O0 10. Date of Purchase 1984 Na l~e of F¢ -lie' ave ]er Jennifer Heyward 1 l, Zone or use district in which premises are situated ...... R40 12. Does l mt osed construe.tm] violate any zoning law, ordinance or regulation? YES __*__ NO Granted Variance ZB Ref. 56-23 Joann Walker - 13. Will lot be re-graded? YES x NO Will excess fill ~e removed fi'om premises? YES x NO 730 Park Avenue 14. Names o[Ovcnero'fpremises Joann B. Walker AddressNew York, NY I0021phone No. 212-472-8a. 70 Address 376 P~qu~t~,ve~ _ m ..... Nanle of Architect Stuart L.-~l&s-aton ~-'"'~"~' ~. ~? "~ ~:"~c~': """~ No ?(~3-?'~-4031 ...... Name of (,al]tract >r' ' ¢ Tron~_ood Constr, etlrm __Address ~e.~jc~__Phone No. _631-287-0080 Inc. Southampton, ~Y 11968 t 5 a. Is this property withh] 100 feel of a tidal wetland or a freshwater wetland'? *YES X NO * IF YES, SOUTHOLD TOWN TRUS I EES & D.E.C.. PERMITS MAY BE REQUIRED. h. ls this property w/thin 300 fee! ()fa tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED, I6. Provide survey, to scale, with accurate 5mndation ptm] and distances ~o properly lines. I% I f elevation at any poit~t on property is al 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions w/th respect to this property? * YES ...... NO · IF YES, PROVIDE A COPY, STATI! OF N~V ss: CatTY OF ~,r~ld ) x _SJ~pa~r_t...L_.~D~._ssto~} ................ being & 1>' sworn, deposes and says thai (s)he is Ihe applicant (Name o1' individual signing COlltl-aC() above nmt e(, (S)I-le is lhe Agent ((onl acl),Agen,C< ~{ ~le()t~ce,ec.) >f said owner or owners, and is duly aulhorized to perforln or have performed thc said work and lo make and file this a ~plication: :hat all sta/emenls co]Iai]ed in this applicalion arc lrue to the besl of his ksowledge and belieJ] and fl~at the work will be >off armed in the mare]er scl lbrlh in {he appl ca :ion filed d~erewith. ~;worn to before me This __~r~_.~ day (:,f [~~ 20 ~ ~ i ~,~ ]~ ~ STATE OF CONNECTIC~ ~i ~u-oo/.S~ Dy Commission ~lre= - Sign~ t :¢ of ApplJcaut D[~pproved a/c .............. .. .. . sets of pla~, ~ra~e plo~ cr~s or n~as, a~ glvl~ a ~aile c. 'fl~ ~k c~ ~ fids d. U~ a~at o[ ~ts .dldI~ ~ 0~1~ o~ ~ ~ o. ~scri~. ~ nppll~n~ ~e to e~lati~s, m~ Co ~tc tats ~t~etlmr npplicanC is ~ner, les ............... ........... ~ a~lica~c is a co~raCi~ (Xam sM title oi ~orpo~ace o[flcez Subdivision ..................... (~) SCa~e exisCin8 use ~ occupancy b. Ip~ u~ ~ ~ .. .FORt4 NO. I 3 TOWN ~F SOUTHOLD SUI~ TO~N HALL SOUTHOLD, H.y, I 1971 TEL: 765- 1802 Pemit No...~ ......... (Building Inspector) APPLICATION FOR IIUILI)I}]O PERi, ti'I' INSTRUCTION8 ~tely til].tg {n b? type~rlCer or In i,tk scale. Fen accot~ltn~ to ~le. lo~ ~ of ~il~l~ ~ ~, ~rlpti~ of 1~ oE pi-o~r~ .us~ ~ :i~, ~e ~ildi~ Tns~cCor will is~ a ~: ~ ~' in ~lm Or In ~r~ flor any ~ ~!~ld, ~itolk ~, ~ York, ~ o~hl , (Sl~e of al e, ~ent, ar~it~c, engt~r,'~ral con clio ~ax ~ull or latest dali) .'~ o1~ duly ~utborized oEltue'r. york will 1~ doom ......................... .......//~.~. .... Block ......../~.. .... I.t ................. ~II~ ~ ~ ........... )E ~mi~s ~ tnte~ ~ ~I ~ c ...... ~-, ~.. ~.~... ~ ?lC FOl~l ................ ~.. ~TIFY: ',ALt ............. ..... l,t~ l L TO: .................... 'Date ............ , . .., 19 .... mubnicted co the Ihildiog lnsr~ctor vlt~ [p to .adjoiuit~ pt~nis~s or l~t,lie r~n on the diagr~n ~id~ is Imr~ of Ldin~ tkrmic to the appli'~nt. Sud, until a Certificate o~ ,ildiu/{ Psmit pur~C to r applicable I~s, ~dit~e~ or // ............. pllc~t, or ~, l~ a / dress o[ ~I{~t) actor, electrxc~a~, plumber or builder. l~cuUe clearly and dlacinetly ~1 fro. proi~rLy l{nea~ Give mi:tee: and ~d~ether Interior or corner lot, ,gin*il! O[r ~i~V YOl~ ..... . ;s thru .. (C~lCracto~i? ~e said ~r or ~ta, ~r~ :~e.duLy tho: the ~rk viii 1~ ~r~n~{ Iff the ~m Co ~re~ Lhis / _.. Nomry Publlo, 8ate ~ No. 01MC48s14~ .~,v, .~ ~. ...... Address ... ......,. .... ,,.. 6ddtea,, ........... tidal ~ec~and? * ~ ...YP,~.. NO .................... bel~q{ dul.y s~arn, ....... Depth .............. ............. indicate all ~c-{~ck dimensions and ~{ic~ a~'ee~* nares and atxl ~,.'zys Ual; he in U~e aPpl. i(:an~ *,~rk and t[) make and file this his k~x.~le~,m mxJ Ix~l, Jef, ufx{ James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 January 23, 2008 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Stuart L. Disston Austin Patterson Disston Architects, LLC 376 Pequot Avenue P.O. Box 61 Southport, CT 06890 RE: JOANN WALKER 290 TOWN HARBOR TERRACE, SOUTHOLD SCTM# 66-1-33 Dear Mr. Disston: The following ~ction was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 23, 2008: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit #6470 to install an in-ground swimming pool with an attached patio at 1'-6" above grade, and as depicted on the revised site plan prepared by Austin Patterson Disston Architects, LLC, last dated January 10, 2008, and received on January 11, 2008. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, King President, Board of Trustees JFK:eac BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6470 DATE: October 18~ 2006 ISSUED TO: JOANN WALKER PROPERTY ADDRESS: 290 TOWN HARBOR TERRACL SOUTHOLD SCTM#66-1-33 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and ha accordance with the Resolution of the Board of Trustees adopted at the meeting held on October t 8, 2006, and ha consideration of application fee in the sum of $250.00 paid by Joarm Walker and sub to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to remove the existing patio and pergola; construct a two-story and (2) one-story additions to the existing one-family dwelling; construct concrete patio, in-ground swimming pool, hot tub, pool patio, and outside shower; of drywells, with the condition of a 15' non-turf buffer landward of the top of the slope, and a row of staked hay bales and silt retention fence is installed prior to the start of construction, and all as depicted on the survey prepared by Joseph A. Ingegno last dated October 23, 2006. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Peggy Dick'~n New York State Department of Environmental Conservation Division ~f E~vi~'~nmental Permits, Region One Building 40- SUNY, Stony Brook, New Y<)rk 11790-2356 Phone: (63!~) 444-0403 · FAX: (631) 444-0360 Webslte: w'ww.dec.state.ny.us I. ETTER OF NON'JURISDICTION: TIDAL WETLANDS ACT September 21,2006 Joaml B_ '¢Valker 730 Park Avenue NewYork NY 10021 Re: W~=lker Property 290 Town Harbor Terrace So~Jthold, NY 11971 DEC.~ 1-4738.03470100001 Dear I~Is. Walke~, Base0 on 1he information you have submitted, the New York State Department of Environmental Consen/ation has determined that: The p(:,rtion of your property which is located landward of the ten foot (MSL) elevation contour on a gradual, na':ural slope, as shown on the survey prepared by Daniel Peter Jedlicka last revised March 9. 200,% is beyond the jurisdiction of Article 25 (Tidal Wetlands). Theref~:~re, in accordance with the current ~dal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under t~he Tidal Wetlands Act Please be advised, however, that no constrbction, sedimentation. ' or di=sturbance of any kind may take place seaward of the tidal wettands jurisdic[ional bOundary, as indicat{~ above, without a permit. Jt is your responsibility to ensure that all necessary p~ecautions are taken b3 prevent any sedimentation or other alteration or disturbance to the ground surf,s,ce or vegetat/on witl']in Tidal Wetlands jurisdiction which may result from your project. Such Precautions may include mai,ntaining adequate work area between the tidal wetland judsdiclional boundary and your project (i.e. a 15' to 20' wide Consb'uction area) Or erecting a temporary fence. barrier, or hay bale berm. Please be further advised that thi:s letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. CC: Abigail A. Wickham George W. Hammarth Permit Administrator 12/l~/ZO0( 10:2~ FAX 2022~1Z ~OOZ/O02 Permit # REScheck Software Version 3.7.3 COmpliance Certificate Project Title: Walker Residence Report Date: 12/14/07 Date fllename: C:~PrOOmm I=~gs~)~qESetledc~Waker.r;k Heab~ Type: Gla,~ng Area Heerdng Dagme ConstnJCtton Site: 290 Town Harbor Ten"aee ~ub~mkl, NY 11871 New Yod( S~te Ener9~ Conservation COlmtmctlon Code Suffolk County, New Yod~ Detached I or 2 Family Non-Etedde Owner/,~enc Permit Date FEBI 3 Designer/Co~n Au~n Pattemon Distort A,~chltec~ 4 Midland 8liner Ce~ng 1; Flat Ceiling ar 8claeor Tress: Wall 1; Woad Frame, t6' o.o.; W*~iow 1: Wood Fmme;Daubte Pane w~ Low~: Window 2: Wood Frame:Double Pane wllh Low-E: Wall 2: Wood Frame, 16' o.o.: Wi~ow 3: Wood Frame:Doubte Pane wflh Low-~: Wit, dow 4; Wood Frame:Double Pa~e wflh Low-E: F]~w 1: Ali-Wood Jo~/Tftme;Ov~r Un~ondltk)nnd 8pane: AJr Ce~d#loner 1: EkK;~e Cer~rai Air:. 20 SEER Boll~ 1: Other (Except Oa~-Flmd 8teern~ 85 AFUE 2500 38,0 2.0 7D 1867 t9.0 3.0 84 420 0.400 168 259 0.28~ 73 1593 19.0 3.0 58 280 0.400 112 245 0,280 69 2500 30.0 0,0 83 The proposed bui~b~g relyeee~te4 in thi~ document is consis~em ~ the building if, mm, 8peo'flGatlons. and mher eel=ulalJone · ubm~tted with this permit appllca~...~'m propoeed ~y~ter~ have beep ded~nd to meet Ihe New York State Energy Conservation ,~Ba~er/Deslgl~ Company Name Walker ResJdenee Page 1 of 1 _Item Number:, (NOTE: A Chac~ Ma~ (~) for each Questim I. Required t'or u Complete Application) Yes No ~ ,.r?l~thl~:_P~!,.e.?t. R.a~hl .AJ~ Sro _r_m-Wa.isr..Ru~.Off .Ge?aisd by u Two (Z,) hloh Rajn~l, an Site? Impmvemenl~ and the I~manent omalkm of mpenaious aurlace~ ) .es as Well es all nile 2 Dne~ the Site Plan and/or Survey Show Ail Proposed Drainage Structures indlcatlrlg Size & LouaUon? This Item ahab Include ell Proposed Grade Changea and Slopes Controlling Stgfaca Wate~-'lowl Exlsllng Gra~e Involving mom then 200 Cuhlo Yards of Mctedal vdthln any Pume~9 4~'afffll Ibis AppllcatJ°n Roq~hla Lallff rllaturbhlg ActlvWes ERc°mpessirlg an Aro8 In Excess of Five Thousand (5,000) Square Feet of Ground Stat'non? 5 Is thero u Nalural Water Courae Running through the Site? la this Project within the Tmstee~. Jmisdlctlon or within One Hundred (100') feet of a Wetland or Beach? 6 Will them ha $11e preparation on ~llng Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (109') of Hoflzanisl Ojsteane? 7 Will Driveways, Parking Ames or other Impe~vloes 8u~facas be Sl~ped to Direst $lom~-Wetet Run-Off into end/or In the direction of u Town flgM-of-wa~? 8 Will this Project Requite the Placement of Malarial, Removal of VegetatJoo and/or the Co~slm~ of afly Ilem Within the Town Right-of-Way or R.d Shoulder .~,mu? (This IIsro will NOT Include the lastellagon of Driveway Aproee.) 9 will this ProJest eequlm Site ProPamlJon within the One Hundred (100) Year Floudplaln of any Walemourse? NOTE: If Any Answer to Queslloes One Ihmugh Nine Is Answered with a Cheek Mark In the Box, a Storm-Water, Grodlng, -- Drothage & Erosion Ceofrol Plan IS Re~ulm~ a~d Must he Subro~ed for Revlev~ Prior te lesuanca of .... ._ --. y Building Permltl EXEMPTION: , Yea No Does this project meet the minimum standards for ciesslfica~an as an Agd~ulk.al Project7 Note: Ir'You Amawerod Yea to this Quastl~on. u Storm-Water. Grading. Dmlnege & Erosion Control Plan b NOT Requlredl OF coUnTY oF .......... SS That I ~.l;.9.~J~',l; ~...~.~fisLon --. . ., ~1';' ............................................ ~gamy a~m, ~d ~at h~ is ~e .... Agent ~ ~d/or mp~ve o~ ~e ~ of ~e~s, ~d is duly au~o~cd ~ ~ffom~ or have ~ffo~ed ~e s~d work ~d to m~e ~d lie ~ applim~oa; ~ ~1 s~ ~n~ned in ~s applim~on · c wo~ w~ b~ peffo~ ~ ~c m~ner set fo~ in ~c appli~fion fled her~. )~wom to before me ~s; ~?~"~",,,,,~ ................................ ~ &:.. 6' 6 -/'-,-~,,~ TOWN OF SOUTHOLD ~i~OpERTY RECORD CARD FORMER OWNER RES. LAND AGE NEW Fclrm Fillable Fillable 2 Fillable 3 Noodland SEAS. IMP. 6'3~o 00(2, NORMAL Ac re VL. TOTAL cOMM. VILLAGE DISTRICT SUB. LOT ACREAGE /,/_cz TYPE OF BUILDING JCB. I MISC. DATE REMARKS BUILDINGCt~DITIO~ h/z&/~z~L/zlqT~lg-~lk, r ~ ~ol~r ,~t~ ~ BELOW ABOVE Value Per Acre Value ;wampland 3rushland House~ot"~" ',,,- ~,, Fatal M. Bldg. I ~-~'£~ ~ ,¢z,~'~.~ ~'/-~;;~ [~7~-7 Foundation ~tension ~ X3-r :~ .~ Basement ~tension ~t. Walls Extension 7~ 1~: ~ ~o ~O~irePlace ~ ~ / ~ /~( d~ Porch Rooms ]st Floor / Breezeway Patio R~ms 2nd Flor Garage /~ y,oz /~ / /~o Driveway ; TO: FORM NO. 3 TOWN OF SOUTHOLD BUILD1NG DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL Gail Wickham A/C Joann Walker 13015 Main Road Mattituck, NY 11952 DATE: May 7, 2004 AMENDED: May 20, 2004 AMENDED: September 17, 2004 AMENDED: October 1, 2004 RENEWED: February 7~ 2005 Please take notice that your application dated May 7, 2004 For permit to construct second story additions and an in-ground swimming pool at Location of property 290 Town Harbor Terrace, Southold, NY County Tax Map No. 1000 - Section 6~6 Block~l Lot 3_~3 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on this conforming parcel in the R-40 District, is not permitted pursuant to Article XXIII Section 100-239.4B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adiacent to tidal water bodies other than sounds shall be set'back not less than seventy-five (75) feet from the bulkhead." Following the proposed construction, the closest structure will be located +/- 64 feet from the existing wood bulkhead. This Notice of Disapproval was amended on May 20~ 2004~ to correct an error, on September 17~ 2004~ to remove reference to the in-ground swimming pool~ following an amendment to the aoDlicant's Dian cmnn~ctin~ the zoning violation and on~ October 1, 2004, to correct an error. - Authorized S~~ Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. Cc: File, ZBA STATE (~F NEW YORK DEPARTMENT OF STATE z~ I STATE STREET ALBANY, NY 1223 I-OOOt Guy Horvath, AIA Austin, Patterson, Disston Architects, LLC 4 Midland Street Quogue, NY 11959 Re: Dear Mr. Horvath, June 25, 2003 Partially Enclosed Buildings 19 NYCRR 1220.1, RCNYS 2002, 301.2.1.2 This letter is in response to your inquiry requesting whether or not a building can be designed as a "partially enclosed building" in lieu of installing impact-resistant openings. It is our opinion that the Residential Code of New York State, 2002 edition (RCNYS)[19 NYCRR 1220.1] does provide this design option. Advisory Letter 03-006 has already addressed this specific issue. In order to maintain uniform interpretation of the Uniform Fire Prevention and Building Code (Uniform Code), I have included the letter for your use. This advisory opinion i~ rendered based' upon the information provided. Administration and enforcement of the code are within the jurisdiction of the local authority. If you have any questions or wish to discuss this matter further, please call me at (518) 474-4073. A103-148 enclosed: AL-30-006 Sincerely, Daniel E. Nichols Fire Protection Engineer I Division of Code Enforcement and Adminislration R = 480' L = 128.3' ToWN HARBOR TERRACE3o ~,. ,.~_ ~ WEBLLN/F KENNEY LING SETBACK UFF = 71' BLUE SEPTIC PROPOSED PERGOLA 0 VER PA TIO (ON GRADE~ PATIO (ON GRADE) HOTTUB N/FDALY DI4,ELLING SETBACK TO BLUFF=50' PROPOSED POOL NOTES: I) ELEVATIONS NGVD 29 2) DISTANCE TO TO~cN WA TER = 3~0' - WATER MAIN L OCA TED ON WESTS/DE TOWN HARBO~ 3) DWELUNG CLEAR OF FLOOD PLAIN EXISTING -- PA TIO UNE HIGH WATER MARK ELEV. 5.1' wOOD DECK - 23'- 20" w POOL TROUGH POOL FENCE ~IO0'SETBACKUNE OF BLUFF ELE~ 1~5' 149.92' LITTLE PECONIC BAY MAP OF DESCRIBED PROPERTY SITUATE A T SOUTHOLD TOWN OF SOUTHOLD SUFOLK COUNTY N. Y. S.C. T.M. NO. 1000-66-01-33 FILE NO. WALKER SCALE 1"= 40' CERTIFIED TO: JOANN WALKER UNAUTHORIZED AL TERA TIONS OR ADDITIONS TO THIS SURVEY IS A VIOLA TION OP SECTION 7209 OF THE NEI/F YORK STATE EDUCATION LAW. DA TE: 10/20/2003 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS S/GNATURE.aND INK OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A TRUE VAUD COP'~ DANIEL P. JEDLICKA PROFESSIONAL LAND SURVEYOR 144 OAKWOOD A VENUE BA YPORT, NEW YORK. 11705 (631) 472- 4243 N.Y.S. LIC. NO. 050098 i WELL ,% %, / / ,% `% %, TEST HOLE DATA (TEST HOLE BUG BY McDONALD BEOSCtENOE ON SEPTEMBER 20, 2005) EL 20 i' 17, NOV 19 2OO9 BDG. DEPT, TOWNOFDUTWOLD SUFFOLK S.C. TAX OF PROPERTY SZTUA TE SOUTHOLD TOWN OF $OUTHOLD COUNTY, NEW YORK No. 1000-66-01 SCALE 1"--20' JULY ,51, 2006 SEPTEMBER 19, 2006 ADDED DRYWELLS & PROJECT LIMITING FENCE OCTOBER 25. 2006 ADDED NON-DISTURBANCE BUFFER MARCH 12, 2009 REVISED PROPOSED POOL OCTOBER 5, 2009 FINAL SURVEY AREA = 52,560 sq. ff. (TO TIE LINE) 1.202 Dc. NO TES' 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD !NSURANCE RATE MAP No. 5610500158 G ZONE AE. BASE FLOOD ELEVATIONS D~TERMINED ZONE X AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. E I o -09-0¢/~, ic No 50467 Nathan Taft Corw n III Land Surveyor PHONE (651)727-2090 Fox (631)727-1727 26 252H N, WELL .% ,3' N 'x N, / 'x N, x. 'x N d '" TEST HOLE DATA NO TES' SUi~VEY OF PROPEi~TY SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-66-01-33 SCALE 1"=20' JULY 31, 2006 SEPTEMBER 19, 2006 ADDED DRYWELLS & PROJECT LIMITING FENCE OCTOBER 23, 2006 ADDED NON DISTURBANCE BUFFER MARCH 12, 2009 REVISED PROPOSED POOL OCTOBER 5, 2009 FINAL SURVEY JANUARY B, 2010 UPDATE FINAL AREA = 52,560 sq. ft. (TO TIE LINE) 1.202 ac. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 56103C0158 G ZONE AE, BASE FLOOD ELEVATIONS D~ERMINED ZONE X' AREAS D~TERMINED TO BE OUTSIDE 500 YEAR FLOODP~IN THE EXISTENCE OF RIGHT OF WAYS AND/OR EAS£~ENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Land Surveyor PHONE (651)727-2090 Fax (551)727-1727 TEST HOLE DATA (~T,o~Eo,~coo~osc,EN~o~o.~o®~ SURVEY OF PROPERTY SITUA TED A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ~ % ~- S.C. TAX No. 1000-66-01-55 / ~'~. SCALE 1 "=20' SEPTEMBER 19, 17' JULY 31, 2006 DRYWELLS & PROJECT LIMITING FENCE NON-DISTURBANCE BUFFER AREA = 52,559.74 sq~ ff. Oo ~E UN£) 1.202 OC. NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 EXISTING ELEVATIONS ARE SHOWN THUS:~ EXISTING CONTOUR LINES ARE SHOWN THUS: 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 56105C0158 G ZONE AR: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DE~'ERMtNEO TO BE OUTSIDE 500-YEAR FLOODPLAIN, DATUM '% $. MINIMUM 1 TANK; 10' DIA, 5' LIQUID DEPTH 4, MINIMUM LEACHIN6 SYSTEM FOR 8 BEDI~OOM HOUSE 2 POQLS; 12' DEEP, 8' ~ PROPOSED EXPANSION PO~L J ~:~ED SEF~C SEPTIC TANK CAPACITIES FOR 8 BEDROOM HOUSE IS 2.000 GALLONS. EGO sq ff E4DEW~.L AEF_A~ ~ITH C~AN ~ 7. PROPOSED 8' dia. 8. THE N~--DISTURB~CE se~ed ond/or p[onfed LOT COVERAGE DATA Jo. sep.h _A. Ingegno Land Surveyor PHONE (631)727-2090 Fox (631)727-1727 26-258d C tun ££, l HOLE' DA'f'A SURVEY OF PROPERTY ,W'/'UA T~"D ~4 T O . 'I'}tOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-66-01-33 SCALE 1 "=20' JULY 31, 2006 AREA = 52,359.74 sq. fi. 1. ELEVATIONS ARE REFERENCED TO N.G,V,D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~',o EXISTING CONTOUR LINES ARE SHOWN THUS: 2, FLOOD ZONE INFORMATION TAKEN FROM. FLOOD INSURANCE RATE MAP No 36103C0158 G 3. MINIMUM SEPTIC TANK CAPACITIES FOR 8 BEDROOM 1 TANK, 10' DIA 5' LIQUID DEPTH 4. MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE 2 POOLS 12' DEEP, 8' dia. PROPOSED £XPANSION POOL PROPOSED LEACHING POOL PROPOSED SEPTIC TANK 6 HOUSE IS 2,000 GALLONS IS 600 sq ff SIDEWALL AREA. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. THE EXISTING SEPTIC SYSTEM SHALL BE ABANDONED AND EITHER REMOVED OR WITH CLEAN SAND AS PER q.C.D.H.S, SPECiFICATiONS. FILLED LOT COVF2RAGE DATA DESCRIPTION I EXIST HOUSE l AREA LOT COVERAGE 4,25% PROP POOL PATiG (NCLUDING T ' HOT TUB PERGOLA STEPS TO POOL PQOL TROUGH) PROP WALK 387 sq. fl 074% TOTAL PROPOSED 4,787 sq. ff 9.14% TOTAL EXIST. & PROP. , (EXCLUDING EXIST CONE PATIO) ]8,134 15.53% sq, Joseph A. IngegD Land Surveyor ~oO_OO 1 2 I 3 4 I 5 6 ~ATI4 DEI}RQOM 203 F~MED WALL f~,ATN NELO ~UILT-IN [211 EX ~ATW ROJND ~ONID FLOC~ PLAN JAN 6 2Ol0 BLDG. OEPT, TOWNOFSOUTHOLB OF N[~ TYPICAL NOTES TO CONTRACTOR: 1. REFER TOALLAPPLICABLE NOTATIONS ONALL PLANS, ELEVATIONS,SECTIONS & DETAILS, TYPICALALL DRAWINGS (NO EXCEPTIONS) 2. ALL INTERIOR & EXTERIOR TRIM AND SIDING TO BE PRIMED & BACK PRIMED PRIOR TO INSTALLATION (NO EXCEPTIONS) 3. ALL CABINETRY SHALL BE WOOD CABINETS AS SPECIFIED BY OWNER & ARCHITECT 4. ALL CONSTRUCTION SHALL COMPLY WITH NEW YORK STATE ENERGY CONSERVATION CODE, TYPICAL (NO EXCEPTIONS). 3/12/2009 OWN~R~ REQUEST ~ 2/16/2009 OWNER B~VISION TO SECOND FLOOR BATH ~ ENFRy No DATE I~E¥1~ION AUSTiN PATTERSON DI~ ARCHITECTS, LLC www.apdar chitect s.c om 376 Pequot Avenue, EO. Box 61, Soufl~port CT 06890 (203) 255-4031 - Fax (203) 254-1390 ALTERATIONS & ADDITIONS TO THE WALKER RESIDENCE 290 Town Harbor Terrace Southold, NY 11971-1130 Drawing Title: Scale: SECOND FLOOR PLAN 1/4"=1'-0" Project No.: Drawn By: Date: 07006 RR, MC,GB,SA,E 7/11/2008 Issued: Bm SET 2/18/08 Drawing No: REV. 1/21/08, 5/30'08. 6'11'08 A-'I 02 NOTE: DO NOT SCALE DRAWINGS 1 ' LIGHTING FIX~JRE 6NAIl OW END 2 I~tRE~KFAST / 3 KITCHEN [~O4 ] 5TdD¥/DEDI~OOM FOYER TERF~CE) ~ATN ~ENCH FIF ST FLOOF PL,AN :--IF~----1F II II Jl DINII' 4 ITTPICAL 5 6 I~F_D~ooM E~ATH CIG.MT, I~EDROOM/SITTING RM TYPICAL NOTES TO CONTRACTOR: 1. REFER TOALLAPPLICABLE NOTATIONS ONALL PLANS, ELEVATIONS,SECTIONS & DETAILS, TYPICALALL DRAWINGS EXTERIOR TRIM AND SIDING TO BE PRIMED & BACK PRIMED PRIOR TO INSTALLATION (NO EXCEPTIONS) 3. ALL CABINETRY SHALL BE WOOD CABINETS AS SPECIFIED BY OWNER & ARCHITECT 4. ALL CONSTRUCTION SHALL COMPLY WITH NEWYORK STATE ENERGY CONSERVATION CODE, TYPICAL (NO EXCEPTIONS). ~ I0/15/2008 POOL COPING WITH GRASS TERRACE No DATE F~EVI$1ON AUSTIN PATTERSON DISSTOlx ARCHITECTS, LLC (203) 255-4031 · F~x (203) 254-1390 4 Midland Street, P.O. Box 1707, Quogue NY 11959 (631) 653-1481 · Fax (63I) 653-6605 ALTERATIONS & ADDITIONS TO THE WALKER RESIDENCE 290 Town Harbor Terrace Southold, NY 11971-1130 Drawing Title: I Scale: FIRST FLOOR PLAN 1/4"=1'-0" Project No.: Drawn By: Date: 07006 RtL MC,GB,SA,E 7/11/2008 Issued: am SET 2/1~/o~ Drawing No: PERMIT SET 11/16/07 REV 1'21,08, 5'30,08, 6/11/08 A- 1 0 1 CONTRACT SET 7/11/2008 NOTE: DO NOT SCALE DRAWINGS A B C D E F 1 ~'-Jl I/2" 2 3 4 5 6 ~.F_ D ,44 O CONTRACTOR: ELEVATIONS,SECTIONS TYPICALALL DRAWINGS E PRIMED & BACK PRIMED (NO EXCEPTIONS) IN ETS AS /00 No D.AT~ F~E¥1SloN AUSTIN PATTERSON DISSTON ARCHITECTS, LLC 376 Pequot Awnue, EO. Box 61, Southpo¢ CT 06890 (203) 255-4031 - F~x (203) 25~ 1390 ~ 4 Midbnd Street, EO. Box 1707, Quogue NY 11959 (631) 6534481. Fax (631) 653-6605 ALTERATIONS & ADDITIONS TO THE WALKER RESIDENCE 290 Town Harbor Terrace Southold, NY 119714130 Drawing Title: Scale: POOL & POOL TERRACE DETAILfi AS NOTED Project No.: Drawn By: Date: 07006 RR, MC,GB,SA,E 7/11/2008 Issued: Em flET 2/18/08 Drawing No: pERMiT SET 11/16/07 ,,3o,oo. o,11,o, A-411 COI',WP, ACT SET 7/11/2008 NOTE: DO NOT SCALE DRAWINGS A B C D E F 1' [ 2 I 3 I 4 I 5 I 6 POOL 5PECIFIC,,ATION POOL 5PECIFIC:ATION L CH,,~I~,ACTEI~ISTIC5 ~/ ~PA~ ~T~ ~PA~ ~X ~T E~IP~T L~ATION 1, REFER TO ALLAPPLICABLE NOTATIONS ~r~ m~ J ' , X ~.~ ~ ~ " I I ON ~L P~NS, ELEVATIONS,SECTIONS I "~,,.~7'--~: ~ ' ,~, 2~~ 2. ALL INTERIOR & ~TERIOR TRIM ANDs~DiNG TO BE PRIMED & BACK PRIMED ,. , . ~ - -- - ~ ~ ~E~RIE5 ~5T KIT, ~ E~ ~A~ ~1~ 5A~m ¢ ~TH NEWYORK STA~ ENERGY CONSERVATION LONGITUDINAL 5_cTIo_E N TNR~ ~ ¢ POOL - - C __---- .... 4 '"'-" ~ T,O, ~ ~ ~T L~ ~ ...... ~~,; ~ : . , L~E~S~P~ D~ ~DA~, D~R ~ D ADST~ PATERSON DISSTON .C, X ~ www.apd~chitectmcom '~ ..~ ~ ~ .' . ,~o~ ~m ~ ~ 290 Town H~bor Terrace _~/ -- ,,, ~ ~ ~,~:~ , _ .... Southold,~ 11971-1130 ,.r , ~ ~ , . . , ~ r-~" , . POOL SECTION & DET~LS AS SHO~ ~'~"* ' . 4 ~zour~ ~ Project No.: Drawn By: Date: ~u~c~ua ~c~ 07006 ~, MC,GB,SA, E g 7/11/2008 POOL 5EOTION Issued: BD SET2/lS]OS Drawing No: -~[:, r PE~TSET ll/lff07 ~ADE ~E~N ~TEEL NO~IZONTAL ~T OO~NER5 AT CORNER5 ~OT[: DO ~O~ SCaB D~G8 Recessed Concrete Box--Undertrack , Brackets K~y switch need~ one 3/4" condulh /~~ -- ~ ~ ~ A to-shutoff needs two conduits: ~, .~ ~ ~ . F0r concretelrg ass ~ ,' ~ ,~ ~ql ~,~ :~ j~h~j UndertrackBox MOTOR OPPOSITE BEAM THROAT DEPTH WIDTH or wnyl hner pool · "Track c anne a ows rot ,,,~,,,,r, ~,~ :~ ,,s 3 nnl~hedbeam · Foam o[ wood rotes:can be p~,~¢ '¢,',,~:~4 .... , ..,+,, ,[~,~ , Recessed Wood Box,ConstruCtiOn--Undertrack ,, J Requirementst Vanishing Lidm System .~,, ............F'.~ ' ........ ~'gl~Jf~(~ :'" ~ · .. ' "'~, fi' , ' Upper2' x 12" press,re-tri~v ea ed I,mber b~ redwood., , ~~ ~(~"':: '~3~::" : , / '' ~ ONALL P"NS, ELEVATIONS,SECTIONS Track Channel . ~ 1;~na~.~,~ll~JL~,~ .~,~ :,~;[~ Themalerlald~ed[ObonstrucHheboxshoulObe, ~,' I =,.& A ., , ~ 1. REFERTOALLAPPUCABLENOTATIONS (NO ~CEPTIONS) : '+ i3/ :;" SPECIFIED BY O~ER & ARCHITECT ~-: ~,'~ ~' ,~. ~ , '~ .- , .,," ,,~ '~. ' ' , 4.ALLCONSTRUCTION S~LLCOMPLY meet basc undertrack~, ~,¢,,~,, ~,~, ~ ~' ,, L. ' ~d~.~=:~ ~ ~: .... ~ ....... wood NOTE: CODE, ~PICAL (NO EXCEPTIONS). ~ , . Box sld~ vlew--Undertrack ,, Walk-on Vanishing Lid .... ' h ff =~'Z ¢ ~O =% = O Thls deslgn offers an adjuslable [ray support system for any tyCe of Cover-Paorsformorelnformaflon. ~iOl7. Consult installation instructions for,details. : 2"x12"redwoodorpmssure4ma,edl~b~r. The maxlmumlength o[trayls 36,'. ~ ~ .... , , :, .. AUST~ PATTERSON DISSTON :'b~,~ , , ~ONS & ~DITIONS TO : Southold, ~ 119714130 / Drawing Title: Scale: G~SS ~ POOL SECTION "GRASS ~ POOL SECTION ProjectNo.: DrawnBy: ~ NOTE: DO N~SC~E D~GS Undertrack Box MOTOR OPPOSITE BEAM THROAT DEPTH WIDTH Dimensiohs M 0 ~ T D W Pools undec I '2" 110" 842" 2" tO 12W' 12~" 60 ft. long X 24 ft. wide finished beam Pools over 32" 10" 8-t2" 2" to 14WI 14A" 60 ft. long x 25 fi. wide, finished beam .Pools over 65 ft. long or 25 ft. wide and vanishing-edge pools- Call Cover-Pools 1-goo-447-283g '- , ' ' ~ ' ' ' ' /NTERED · ,". ', "DRAINAGE CALCULATIOiNS ..... , '!, PROPOSED LOT ~0VERAGE DATA TOTAL AREA $: , DES,CRIPTION SQ. FT RUN OFF~ I SUB TOTAL HOUSE ROOF 2,,t48,00'· 'f.0" WALKS,PAD,~,POOL' t641.00' :9 1,477 ' ' filLCO DOOR 40.00' 1.9 ' ' ' 40 CRUSHED STONEDR0 E5934.00' , ' .5 ' ' ' ' 2968 ROOF DECKS ' : 385.00' ~ " .9 34Z ' GREEN ROOFS ' ' 37g,00' .7 '" ,, ' 26~" ' , TOTAL REQUIRED ,, ' TOTAL X ,1667 ~',f' 1208 ' NOTES: -, , ' 1. MINIMUM SEPTIC TANK CAPACITIES FOR 8 BEDROOM HOUSE IS 2,000 GALLONS, 1 TANK 10' DIA. 5' LIQUID DEPTH ' r 2. MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 600 '" 2 POOLS; 8 dia., ,' ~,~ PROPOSED EXPANSION POOL; ' ' ' ,* -' ' ' "PROPOSED LEACHING POOL ,, 3. PROPOSED B' d a X 8' DEEP DRY WELLS WITH GUTTER LEADERS: ,, TOTAL EXISTING ' 3,g10 sq. ff. 7.47% ~OPdNGROUND POOL . ; f,113 e~,9. ' 2.12% TOTAL PROPOSED 3,485sq. ft, ' e.es% TOTAL EXIST. & PROP., , (EXCLUDING EXIST. CONC. PATIO) 6,832 sq. fl , 10.24% , TYPICAL NOTES TO CONTRACTOR: 1. REFER TOALLAPPLICASLE NOTATIONS ON ALL PLANS, ELEVATIONS,SECTIONS & DETAILS, TYPICALALL DRAWINGS (NO EXCEPTIONS) 2. ALL INTERIOR & EXTERIOR TRIM AND SIDING TO BE PRIMED & BACK PRIMED PRIOR TO INSTALLATION (NO EXCEPTIONS) 3. ALL CABINETRY SHALL BE WOOD CABINETS AS SPE~:IFIED BY OWNER &ARCHITECT 4. ALL CONSTRUCTION SHALL COMPLY WITH NEW YORK STATE ENERGY CONSERVATION CODE, TYPICAL (NO EXCEPTIONS), ,A 10/02/08 5/30/08 5/22/0E 5/14/08 4/10/2008 2/14/2008 D,ATE F~EVISION AUSTIN PATTERSON DISSTOI, (203) 255403 I. F~x (~03) 254-1300 FORMERLY APPROVED LOT COVERAGE 0ATA , 4. THE NON-DISTURBANCE BUFFER ~ WITH A MIX OF Ammo URosa rusosau (2-salton cbntainers , seeded and/or planted with Schizachvdum scooarllumu PROP. HOUSE ADDITIONS 603 sq. ft. 1·15% PRO~. CONC. PATIO - 338 sq [t,, 0.68% PROP. INGROUND POOL 1~620 eq, ff, 3.09% , , PROP. POOL PATIO (INCLUDING ' HOT TUB, PERGOLA, STEPS TO POOL 1,839 aq f0 3,51% POOL TROUGH) . i ' TOTAL pROPOSED ' , 4,787 s~.fl. 9.14% lauIatau (12 C.C.): ALTERATIONS & ADDITIONS TO TH~ WALIr~R RESIDENCE 290 Town Harbor Termde S0uthold, NY 11971-1130 Drawing Title: Scale: SITE PLAI~. 1 "--20'-0" Project N0.: Drawn By: Date: 07006 RR, MC,GB,SA,E 7/11/2008 Issued: ~m SflrE/16/08 Drawing No: REV 1/21/08, 5/80/00, 6/U/06 S- 1 0 1 CONTIU~CT BET 7/11/2008 HO~: DO ~OT SC~E D~GS A B C E F 1 2 I 3 4 5 6 ARCHITECT: AUSTIN PATTERSON DISSTON · ARCHITECTS, LLC 376 PEQUOT AVE,. P.O. BOX 61 SOUTHPORT, CT 06490 PH: (203) 255-4031 FAX: (203) 254-1390 STRUCTURAL ENGINEER: EDWARD STANLEY ENGINEERS 87 WHITFIELD STREET GUILFORD, CT 06437 PH/F/~LX: (203) 458-0210 MECHANICAL ENGINEER: ICd~N IGNGSLEY DESIGN 140 SELLECK STREET STAMFORD, CT 06902 PH: (203) 35%0672 FAX: (203) 425-3095 LANDSCAPE ARCHITECT: SPAULDING LANDSCAPE ARCHITECTS 13 HIGH CLEAR DRIVE STAMFORD, CT 06905 PH/FAX: (203) 322-6404 ALTERATIONS & ADDITIONS TO THE WALKER RESIDENCE 290 Town Harbor Terrace, Southold, NY 11971-1130 LIST OF DRAWINGS: S- 101 SITE PLAN D-100 D-101 D-102 BASEIVIENT DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN A- 100 BASEMENT FLOOR PLAN A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN A-103 ROOF PLAN A-104 POOL/OUTDOOR SHOWER A-200 EXTERIOR ELEVATIONS A-201 EXTERIOR ELEVATIONS A-300 BUILDING SECTIONS A-301 BUILDING SECTIONS A-302 TYPICAL WALL SECTION M-1 HVAC SPECIFICATIONS AND NOTES M-2 MECHANICAL BASEMENT PLAN M-3 MECHANICAL FIRST FLOOR PLAN M-4 MECHANICAl, SECOND FLOOR PLAN M-5 MECHANICAL SPECIFICATIONS AND NOTES M-6 MECHANICAL SPECIFICATIONS AND NOTES S-200 STRUCTURAl, NOTES S-201 STRUCTURAL NOTES Si.1 S1.2 S1.3 S2.1 S2.2 S2.3 ~ENERAL NOTE6 onl8, F>rovld~ all requlre~ demolition ar~ r~move to b~ tuork and notify thru Architect IF ther~ are 4. f=rovlc~e all temporary braeln~, shoring, Forms, Prox/lc;~¢ all required temporary encloeur~o ~o protect u~lt~r~ ar~a From th~ dust a~ ~lrt oF con*truotlon. 3. ThC contractor shall repair at hl~ oran expense any '1. Provid~ ali r¢ctulred cutting, rltt(n~, anti patohin~ For the mechanical anc~ electrical trades. ~,, Provide all mlscollan~ous rough and Finish oarpentr~, header*, lintels, blo~kln~, Furrlnc2, +-rlmmin~ etc. ae mf~ht b~ r~qulr~d, *J. AII dimensions shou~n ar~ to rough surfaces not Finished, unle0, / EN¢~E-P~L~T~CODE 1 IO, ~ovlde all r~qufred plumbing, vent a~ electrical [ UPON COMPLETION ~ conn~ctlone For all appliance5. BBFORE "WA~" II. All ~ork shall conform ~o local, e~a~¢ and naUona~ BEFORE "1 DO NOT,PRO~EED.WITH F: qMING UNTIL SURVEY C ©UNDATIONLOCATiON AS SEEN APPROVED. OCCUPANCY USE IS WITHO OF 0,;, , --.) AS NOTED 7~;5*lBf M FOR THE FOLLC ~S. FOR :,El E REQ' HE CUSES OF NEW YO[ ,'SPONS[BLE FOR DES, , ¢ ,r.,,,bCTlON ERRORS. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE cODES OF NEW YORK STATE, RETAIN STORM WATER RUNOFT PURSUANT TO CHAPTER ~$ OF THE TOWN CODE, FOUNDATION PLAN AND FIRST FLOOR FRAMING PLAN SECOND FRAMING PLAN ROOF FRAMING PLAN STRUCTURAL NOTES AND SCHEDULES TYPICAL DETAILS, SHEET A TYPICAL DETAILS, SHEET B oER~IE:IGATION OF NAiLiNG l CONNECTIONS REQUIRED'. PLUM~ER CER, TIFIOA TION ON LE~D CONTENT BEFORE CERTIFICATE O~r OCCUPANCY SOLDER USED IN WA TER SUPPL Y SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. ,PLUMBING ALL PLUMBING WASTE & WATEP LINES NFED PERMIT SET NOVEMBER 16, 2007 AUSTIN PATTERSON DISSTON ARCHITECTS, LLC www.q)darchirecta cum 376 Peqttut Avenue, P O. Box 6 I, Southp~*rt CT 06890 (203) 255-4031 ' Fax (203) 254-1390 4 Midland Street. IgO. Box 1707. Quogue NY [ 1959 (631 ) 652 - [48 [. Fax (631) 653-6605 ALTERATIONS & ADDITIONS TO THE WALKER RESIDENCE 290 Town Harbor Terrace /'\\ ,J / S0uth01d, NY 11971-1130 [.O,~x~' ] Drawing Title: Scale: ~ TITLE SHEET NTS Project No,: Drawn By: Date: 07006 RR, MC 08/09/07 Issued: Drawing No: e~mtrr S~T n~6~07 %1 NOTE: DO NOT SCALE DRAWINGS A B C D E F I I 2 I 3 [ 4 I 5 I 6 (5OUTHOLD LITTLE F'ECONIC PROPOSED LOT COVE~GE DATA .................. ~ ~ I11 I~1 ~~/I: k / ~ ' ', ~[~ t LINE ¢ - 2 POOLS; 12' DEEP~ 8' dia, F ~ FORHALLY APPROVED LOT COVE~GE DAq E 3. PROPOSED 8 dia. X 8 DEEP DAY WELLS W~H GU~ER LEADERS: /~ ~~~ :, ~/" I ]~ ~? ~ EXCLUDING ~I~ CONC PATIO) TOTAL EXISTING 3~910 sq. ft. 7,47% TOTAL PROPOSED 2074~0 sq. ft. q,00% TOTAL EXIS~ & PROR (EXCLUDING EXIS~ CONC, pATIO) 5,421 sq. ft. 10.35% B C DESCRIPTION SQ. FF RUN OFF SUB TOTAL COEFFICIENT HOUSE ROOF 2,148.00' 1.0 2148 No DATE F~E¥ISION D AUSTIN PATTERSON DISSTON 376 Pequut Avenue, PO. Box 6 l, Southport CT 86898 (203) 255-~031 - Fmx (283) 254-1390 4 Midland StreeL P.O Box 1707, Quogue NY 11959 (631) 653-1481 · F~ {631 ) 653 -6605 ~TE~TIONS & ~DITIONS TO T~ W~I~R ~SIDENCE 290 Town Harbor Terrace E Southold, NY 11971-1130 Drawing Title: Scale: SITE PL~ 1 "=20'-0" Project No.: Drawn By: Date: 07006 ~, MC 04/06/07 Issued: 04/30/07 07/27/0~ DPawing No: I'ERM[T SET 11/I6/07 05/10/07 08/09/01 07/12/07 08/28/0 S- 1 0 1 07/17/07 NOTE: DO NOT SCALE DRAWINGS TOTAL PROPOSED 4~787 sq. ft. 9,14% TOTAL EXIS~ & PROP. 1 2 3 4 GENERAL E)EhiOLITION NOTES: D~.LIRINC~ OONET~UOTfON FOUNDATION [IIALL CONDITIOIqrN~ AND F'LUld~,r]4~ P~EQLJI~JEIdENTS. Il I ..................... F~ ~ ~~ .... L~~ L~ .__ _ ~E~OLITION NOTE~: . B I I ~ ~ C~A~/¢~~ GC TO P~R NED /k ........ C I I % / ~ / k 5LA~ TO HATCN / ~ ~ ~TA[~ DI~ ~fSTIIq~ APPLIANCE TO ~E ~E~V~ 4 ~EUS~ ~ // ,~ EX C~WL SPACE ~ ~ / k I ~t ~~ ~ / r ~ ........... %-~m%% ......... ~- I I I ~Go TO P~OTECT ~ I .......... /I, / , ~ .............. d ~ / AUSTIN PATTERSON DISSTON TO ~M~s, ~TE~TIONS & ~DiTIONS TO TI-~ ~ TO Pmomc* W~I~R ~SIDENCE o cos~mucr~os 290 Town Harbor Terrace E Southold, ~ 11971-1130 Drawing Title: Scale: BASE~NT DEMOLITION PL~ i/4"=1'-0" Pro jeer No.: Drawn By: Date: 07006 ~, MC 4/25/07 Issued: 04/30/07 07/27/07 Drawing No: ~g~r S~T 11/16/0705/10/07 08/09/07 07/12/07 08/28/07 D- 1 00 NOTE: DO NOT SC~E D~GS ~ I 2 3 I I ~11__ ~ II II II ~_IL_ II II II JL I i ~L/,,-Ibc"( _IL_~'L I ~/~%'1 r : /',~"~ ,'I i I I i---~[- ......... ~F--nF--~r=--~F~-3 _~ I -~LI! II I! I! I! I I__-JZ .... JL___ I_ JO -iL -Iii I I --- IF .... 1F--- ~F --~'qF----~F----~ ' ~ r d ~ r t t-- ~, ,,, _~ ', i t E,<. O,N,NG L ~ ~'' ' ,, , ,, --, I I ' II ~__1m ! [ eX, LIVING RM II ,, L~-::~:~I ', " " ' I c I I I I I II II ~l II I~, II II I EX. BATHI I I El J I F~ihlOYE E×ISTINO - I ~ I EX. KITCHEN / II ; II II !I bx. I I I I Ii,,, ,,, ~ i I __~ h EX' CLO.~ll I I i , , n ,x.,o~-_- ,, I, ,, = ,, ,, ,, , ,, I I I i I L___J I EL EX. BA'[I1 EX. LAUNDRY/HALL ,,,,,, , l© ,, ,, ~ I I n I I EX. DEN I EX. BEDRM I I ~ ~ ~ ~ ~- ~ r II No DATE FRE¥1~ION D , _-2222222 2--2---5~L -- -- -- ~ I pi ~41 I~ iI - ~:--:-TX, .ATH r EX. BEDRM ~ / t ,I, ~ AUSTIN PATTERSON DISSTON ~' ~ ~q[~ 4 Midland Stre,k P,O Box 1707, QtlogUeNY 11959 ~FIfRST FLOOR E)EI"'IOLITION PLAN ~2 OO (631)653-14gl-Fax(631)652-6605 ~ v4'--e-o" ALTERATIONS & ADDITIONS TO THE WALIrdgR RESIDENCE 290 Town Harbor Terrace E Southold, NY 11971-1130 O Drawing Title: Scale: FIRST FLOOR DEMOLITION PLAN 1/4"=1'-0" Project No.: Drawn By: Date: 07006 RR, MC 4/25/07 Issued: 04/30/07 07/27/07 Drawing No: PERMIT Sgl 11116/0705/10/07 08/09/07 07/12/07 08/28/07 D- 101 NOTE: DO NOT SCALE DRAWINGS 1 3 wr EXT'G FLAT ROOF 'q EXSUNROOM EX MASTER BDRM II L [22 ( ,6ECOND FLOOF DEMOLITION PLAN 4 EX BEDROOM EX HALL 5 EX BEDROOM EXT'G FLAT ROOF D2 6 GENEF~AL DEIdOLITION NOTES: IDEIdOLITION NOTES: B C No DATE ~EVI~ION D AUSTIN PATTERSON DISSTON (63~) 65%1481 · Fa×(631) 653-6605 ALTERATIONS & ADDITIONS TO TH~ WALKER RESIDENCE E 290 Town Harbor Terrace Southold, NY 11971-1130 Drawing Title: Scale: SECOND FLOOR DEMOLITION 1/4"=1'-0" Project No.: Drawn By: Dale: 07006 RR, MC 4/25/07 Issued: 04/30/07 07/27/0~ Drawhrg Ne: PERMIT SET t dr6/0705/10/07 08/09/07 07/12/07 08/28/07 D- 1 02 NOTE: DO NOT SCALE DRAWINGS ! I 2 3 CELLAR PLAN 4 6 GRADE 1/2" EXT'G CRAWL SPACE No DATE I~E¥1GION AUSTIN PATTERSON DISSTON ARCHITECTS, LLC 376 Pequot Ave e, P,f. , Box 61, Soulhpor' CT 06890 ALTERATIONS & ADDITIONS TO THE WALl{ER RESIDENCE 290 Town Harbor Terrace Southold, NY 11971-1130 Drawing Title: BASEMENT PLAN Project No.: 07006 Issued: PEILMIT SET 1[/16/07 Scale: 1/4"=1'-0" Drawn By: Date: RR, MC 4/25/07 04/30/07 07/27/07 Drawing No: 05/10/07 08/09/07 07/12/07 08/28/07 A- 1 00 09/07/07 NOTE: DO NOT SCALE DRAWINGS D E F A B C 1 II ti II II II II II II Jl JI___~L Jl 5 6 ' AREA HALL BATH ~ I/~ I PR )FI~ST FLOOF~ PLAN p-----Ir--- F NG ROC I BEDROOM i! CLG.HT. 'x ROUNO \ F )INING I:~OM II \\ · 1oI I I A HALL LAUNDRY uP BEDROOM/SITTI0~ RM 0 No DATE F~EvISION /\ AUSTIN PATTERSON DISSTON ARCHITECTS, LLC www. apdarcWtects corn 4 Midland Street, EO. Box 1707, Quogu¢ NY [1959 (631) 653-1,[1{1 · Fax (631) 655-6605 ALTERATIONS & ADDITIONS TO THE WALKER RESIDENCE 290 Town Harbor Terrace Southold, NY 11971-1130 Drawing Title: FIRST FLOOR PLAN Project No.: Drawn By: 07006 RR, MC Issued: 04/30/07 05/10/07 PERM[T SET l 1/16/07 07/12/07 07/17/07 Scale: 1/4.=1,_0. Date: 4/25/07 07/27/07 Drawing No: 08/09/07 08/28/0v A-101 08/31/07 09/07/07 NOTE: DO NOT SCALE DRAWINGS 1 2 3 4 MASTER BE BEDROOM BATH BEDROOM HER wrc HIS WI( HALL dlb ~ 4.-To ............ ~OND FL,OOF~ PLAN 5 6 L0210 EX BEDROOM EX BAT A EX BEDROOM No DATE F~EVISION AUSTIN PATTERSON DISSTON ARCItITECTS, LLC (203) 255-4031 · Fax (203) 254-139(I ALTERATIONS & ADDITIONS TO THE WALKER RESIDENCE 290 Towl~. Harbor Terrace Southold, NY 11971-1130 Drawing Title: Scale: ;ECOND FLOOR PLAN 1/4"=1'-0" Project No.: Drawn By: Date: 07006 RR, MC 4/25/07 Issued: 04/30/07 08/09/07Drawing No: PERiVliTSET 11/16/07 05/10/07 08/28/07 07/12/07 08/31/07 A- 1 02 07/27/07 09/07/07 NOTE: DO NOT SCALE DRAWINGS A B C D E F 1 2 3 4 ~ SSyllghtR~und ~ 5 I 6 AUSTIN PATTERSON DISSTON ARCHITECTS, LLC www.apdamhitects corn 376 P~quat Avenue, P O Box 61, Soulhpor~ CT 06890 (203) 255-4031 · Fm'~ (2(13) 254-139(I 4 Mtdland Street, PO. Box 1707, Quogue NY 11959 (63i} 653-1481 · Fax (631) 653-6605 ALTERATIONS & ADDITIONS TO TIlE WALICdCR RESIDENCE 290 Town Harbor Terrace Soutbold, NY 11971-1130 Drawing Title: Scale: ROOF PLAN 1/4"=1'-0" Project No.: Drawn By: Date: 07006 RR, MC Issued: 07/12/07 07/27/07 Drawing No: PERMIT SET 11/16/0708/09/07 08/28/07 A- 1 03 09/07/07 NOTE: DO NOT SCALE DRAWINGS A B C D E F 5 i 6 JI No DATE F~E¥'ISION AUSTIN PATTERSON DISSTON ARCHITECTS, LLC www apdarchitects eom 376 Pequot Avenue, PO. Box 61. Southpor[ CT 06890 (203) 255-403l · Fax (2(13) 25,1q390 ALTERATIONS & ADDITIONS TO THE Proj eot No.: 07006 Issued: WALKER RESIDENCE 290 Town Hm'bor Terrace Southold, NY 11971-1130 Drawing Title: POOL HOUSE/ OUTDOOR SHOWER & IGTCHElx Drawn By: 04/30/07 07/27/07 05/i0/07 08/09/07 07/12/07 08/28/07 07/17/07 09/07/07 Scale: 1/4,,_-IL0, Date: 4/25/07 Drawing No: A-104 NOTE: DO NOT SCALE DIGAYVINGS C D E ~ A ~--~ ....... 7~1~s ~NI~ .............. = ,,.~' , , , , , , I I L ................. 2 L U I I I I I I I I I I F t F I I I I I I I [ I I ~ ~ I , ~ .... ~- _ ;,.- ...... I I I IL  NO~TH/F~ONT ELEVATION I i } No DATE ~EVI$1ON D _ ........................... , ~7 ~ / ~ -- AUST~ PATTERSON DiSSTON I ~ ~ r~ ~TiONS & ~DiTIONS TO T~ -~ ..... ] ~ - 290 Town Harbor Terrace E I [J m,-u-o" .... X~,,. Southold,~ 11971-1130 7 I I I[ [__ ] ~l ~ ....... II Y-~I I' I111 r..__~ ,,,,,,~"' ~ Drawing Title: Scale: I I I II ~ ~ ' ProjectNo.: DrawnBy: Date: I I , I v- ,," 07006 ~, MC I ~ I ,~ *.o. ~ * ~w ~s~mr Issued; 04/30/07 08/09/07 Drawing No: ..................... I .............. ~ ~_~ ~I- ~ W-- ~ vg~a'l'ssT nn6mv 05/10/07 08/28/07 k L I ..... J 07/12/07 08/31/07 A-200 07/27/07 09/07/07 NOTE: DO NOT SC~E D~WlNGS -- -- -- ~ -- EC ~1~-2 m'~ -- .... ~ A --I I I [ L1 I I ~ j .~ .L ...... L L J J C  50~T~ ELEVATION I- I ~c~ ~ros~ ~ ~ k ~ ~ AUSTIN PATTERSON DISSTON ~ ........................................ &--~ - ~TE~TIONS & ~DITIONS TO T~ W~I~R ~SIDENCE I I I m t I I I 290 Town Harbor Terrace E I I Southold, ~ 11971-1130 ~ ~-. I ~ I L] ........ ',,~] ~T~CE BE~O~P I Project No.: Drawn By: Date: '~ I x,~7 ~ 07006 ~, MC F I Issued: 04/30/07 08/09/07 DrawingNo: I ................. ~T ~&~TIO~ w~xs~r 11/16/o7 05/10/07 08/28/07 o7/~2/o~ oa/3~/0v A-201 07/27/07 09/07/07 NO~: DO NOT SC~E D~GS I TM ~M,~, INSU ~,TION CP-~[IJL ~P~,O~ FLOOf~ - EXTERIOf~ WALL5 - C No D~TE ~EVIBION D AUST~ PATTERSON DISSTON Southold, ~ 11971-I130 290 Town Harbor Terrace E Drawing Title: Scale: 07006 ~, MC 4/25/07 Issued: 04/30/0? 08/09/07 Dmwin~ ~[~nTs[~ un~/o7 05/]0/07 08/28/07 ow :/o o / uo: A-300 07/27/07 09/07/07 NOTE: DO NOT SC~E D~V~GS ~TE~IO~ ~LL~ - ~TTIO FLO0~6 - ~0 ~10 OPeN JOIST5 - I T,O,PAP~P~ eA~ FOU~ATION ~5 - ~U~R-DA~ ~ATE~PROOFI~G D[TI A I NE~ ~lg~O~5 - INSULATED 21 IIII ' "/~ ' [ ~ ~: ~....=:- _ ........ : ..... _....~::.~-~ ~ ....... ~,~,~ .~  DILE>IN~ SECTION ~.L.~ No DATE REVISION D AUSTIN PATTERSON DISSTON ~TE~TIONS & ~DiTIONS TO W~R ~S~ENCE ~90 Town Harbor Terrace Southold, ~ 11971-1130 Drawing Title: Scale: B~LD~G SEC~ONS 1/4"=1'-0" Prqiect No.: Drawn By: Date: 07006 ~, MC 10/22/07 Issued: Drawing No: A-301 NOTE: DO NOT SC~E D~GS T,-O, ~ST FL. NEW 2x12'e EXTEf~IOR KITCHEN [ 104 NEW 2x12'e (~) T'"r'PICAL 314"-- ILO" NEW WALL CONDITION No DATE P~E¥19ION /\ /\ AUSTiN PATTERSON DISSTON ARCHITECTS, LLC www,apdarchltects.com (203) 255-4031 · F~x (203) 254-1390 ALTERATIONS & ADDITIONS TO THE WALKER RESIDENCE 290 Town Harbor Terrace Sonthold, NY 11971-1130 Drawing Title: Scale: Project No.: Drawn By: Date: O7006 RR, MC Issned: Drawing No: A-302 NOTE: DO NOT SCALE DRAWINGS A B C D E F BOILER B-l; EXISTING BURNHAM IN-9 GAS FIRED SOILER BOILER ZONES AND EQUIPMENT SCHEDULE ZONE AIR HANDLING UNIT PACKAGED SPLIT ELEDTRONIC AIR CLEANER HOT WATER COIL HUMIIDIFIER WATER HEATER 1 WSHP-1; NEW ES049 YES NO EAC-1; HONEYWELL F300E HWC-1; NEW SHW2347 N-l; RES-DELUXE 2 WSHP-2; NEW ES025 YES NO EAC-2, HONEYWELL F300E NWC-2; NEW SHW2208 H-2; R~S-DELUXE 3 WSHP-3; NEW ES025 YES NO EACh3; HONEYWELL F300E HWC-3; NEW SHW2208 NONE 4 WSHP-4, NEW ES035 YES NO EAC-4; HONEYWELL F300E HWC~4; NEW SHW2208 NONE 6 HRV-1 PHASE III MODEL TR-100 EXRAUSTFANS AREA SERVED EXHAUST FANS TYPICAL FOR ALL BATHROOMS PENN ZEPHYR Z-6 TDA SYMBOLS AND ABBREVIATIONS ROUND BRANCH CONNECTION (SIDE) 'L/' RECT, DUCT UP ROUND BRANCH CONNECTION (TOP OR BOTTOM) [~ RECT, DUCT DN. VERTICAL OVAL PIPE cz~ TRUNK ELBOW ~ TRUNK DUCT TRANSITION REGISTER T~NSITION ~ HORIZONTAL CIELING BOX ~ VERTICAL FLOOR OR CEILING REGISTER FLOOR OR CEILING RETURN GRILLE TRUNK DUCT OFFSET HORIZONTAL TRUNK DUCT OFFSET VERTICAL (ARROW INDICATES UP) CEILING DIFFUSER THERMOSTAT SIDEWALL SUPPLY REGISTER ~'~ CLASS 1FLEXIBLE DUCT SIDEWALL RETURN GRILLE t MOTORIZED ZONE DAMPER DOMESTIC WATER SUPPLY DWS CEILING DIFFUSER CD CHILLED WATER SUPPLY CWS CEILING REGISTER CR CHJILLED WATER RETLIRN CWR CEILING GRILLE CG REFRIGERANT LIQUID IPrPB RS FLOOR REGISTER FR REFRIGERANT VAPOR PIPE RV FLOOR GRILLE FG EXHAUST AIR DISCHAR[GE EAD TOP REGISTER (HIGH WALL) TR FRESH AIR INTAKE FAI BOTTOM REGISTER (LOW WALL) BR RADIANT HEAT STATIOiN RHS TOP GRILLE (HIGH WALL) TG FIRE DAMPER FD BOTTOM GRILLE (LOW WALL) BG VOLUME DAMPER VD HOT WATER SUPPLY HWS SPLITTER DAMPER ~D HOT WATER RETURN HWR TYPICAL SUPPLY AIR PLENUMS USE TURNING VANES IF MIN INSIDE RADIUS CANNOT BE MAINTAINED TYPICAL DUCT ELBOWS R= ¢CHEEKWIDTH R= ¢CHEEKWIDTH USE TURNING VANES IF MIN INSIDE RADIUS CANNOT BE MAINTAINED ~YPICAL BRANCH DUCT CONNECTION R=~ I~RANCH WIDTH MIN, USE TURNING VANES IF MEN INSIDE RADIUS CANNOT IBE MAINTAINED TYPICAL DUCT OFFSET USE TURNING VANES IF MIN INSIDE RADIUS CANNOT BE MAINTAINED NOTES: ALL DUCT MATERIALS AND CONSTRUCTION TO ADHERE TO SMACNA RESIDENTIAL DUCT STANDARDS, ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE CONNECTICUT SUILDING CODES ALL REFRIGERANT PIPING TO BE HARD DRAWN TYPE ACR COPPER ALL BOILER PIPING TO BE TYPE M HARD DRAWN COPPER OR BLACR MALIABLE IRON ALL TRUNKLINES LINED WITH 1" ACOUSTICAL DUCT LINER ALL DUCT DIMENSIONS ARE INSIDE AUSTIN PATTERSON DISSTON ARCItITECTS, LLC. 4 Midland Street, P,O, Sox 1707 Quogue NY 11959 (631) 653-1481 Fa~ 631)653-6605 Proiect Tille WALICER RESIDENCE Drawing Title Scale HVAC DESIGN DRAWING SPECLFiCATIONS AND NOTES Project No, Drawn By Date XXXXX J.C.I~ i 1/i 2/2007 Issued M-1 lO" P,C.D. CRAWL SPACE CELLAR [ 003 WSHP-3 24"x8" SLAB ON GRADE EXT'G CELLAR/NEW MECHANICAL I W/H-1 B-1 WSHP-4 18',x8I' 24"X8" 22"x8" PJA - DUCT UP L EXT'G CRAWL SPACE 002 ] 10"x8" 8"x8" REMOVE EXISTING AIR HANDLER, DUCTWORK AND ALL BOILER PIPING AUSTIN PATTERSON DISSTON ARCHITECTS, LLC. 376 Pequot Avenue, P.O Box. 61, Southport CT, 06490 (203) 255-4031 Fa,x. (203) 254-1390 WALl(ER RESIDENCE HVAC DESIGN DRAWING 1/4"-1'-0" BASEMENT FLOOR PLAN XXXXX JCP 11/12/2007 PEiLMiT SET 11/16/07 M-2 BREAKFAST AREA t 104A I KITCHEN 1104 2"x12" 22"xT' R/A DUCT DOWN & UP R/F HALL SIDEWALL RETURN STUDY/BEDROOM GRILLE BATH PR CHAINGING ROOM 36"X10" FLOOR DINING ROOM [ 102 I 18"x8" S/A DUCT DOWN & UP 22"x8" R/A DUCT DOWN & UP DOWN & SP FOYER RADIANT FLOOR WARMING BEDROOM 48"x4" LINEAR RETURN 20"x7" S/A DUCT HALL DUCT DOWN BEDROOM/SITTING RM BATH /- 36"X4" LINEAR RETURN NC UNiT AUSTIN PATTERSON DISSTON  ~ ARCI-iITECTS, LLC. ll[I .,,,,~,,~ Street. P.O. Box 1707, Ouogue NY ii 959 WALKER RESIDENCE HVAC DESIGN DItAWlNG 1/4.=1..0. FIRST FLOOR PLAN XXXXX JCP il/12/2007 M-3 MASTER BEDROOM 1 207 I ~ RADIANT FLOOR WARMING S/A DOWN BEDROOM 22"x7" R/A DoWN BATH LOW GRILLE BEDROOM I 203 I REGISTER (TYPICAL) HALL 12"x4" HIGH L BUPPLY GRILLE VEST R/A DOWN LINEN 12"x4" HIGH WALL SUPPLY HALL 24'x20'' PJA GRILLE EX. BEDROOM 12"x4" HIGH 20"x7" =PLY S/A DOWN 12"x4r' HIGF EX. BATH 12"x4" HIGH WALl 14"x6" EX. BEDROOM 12"x4" HIGH WALL SUPFLY 12"x4" HIGH AUSTIN PATTERSON DISSTON ARCHITECTS, LLC. (63[) 6534481 Fax (83I) 653-6605 Prt~jcct Title WALIGER RESIDENCE Drawing Title Scale HVAC DESIGN DRAWING 1/4" F-0' SECOND FLOOR pLAN Proiect N o. Drawn By Date XXXXX JCP 11/12/2007 [~sued Drawing No. PERMIT SET 11116/07 M-4 1 2 I 3 I 4 5 I 6 SECTION 15000 CONDITIONS FOR MECF~/qlCAL WORK ~VISED 11/12/07 GENERAL 1. The Drawings, Requirements and the part of this Section. the Conditions of Agreement, the Bidding General Requirements are hereby made B. WORK INCLUDED 1, Provide materials, furnish, deliver, on the Drawings, labor, equipment and service~ necessary to install all work of this Division as shown as specified and as required by job conditions, including but not limited to the a. Geothermal heating and air conditioning b. Geothermal vertical closed loop wells - c. Ductwork, registers and grilles - d. Domestic water storage - e. Exhaust fans and ductwork - f. Humidification - following: systems - g. Electronic air cleaning - h. Conversion of existing steam boiler to water - i. Disconnect and removal of existing AC equipment ductwork j. Radiant floor warming as shown - C. WORK NOT INCLUDED IN THIS SECTION The following work is specified in other seutions of the Specifications: a. Masonry and concrete foundations for equipment - b. Setting of access doors - c. Cutting and patching - d. Excavation and backfill - e. Finish painting - f. Site drainage - g. Power wiring and temperature control wiring - h. Gas piping - i. Excavation for horizontal piping runs from wells to house D. RESPONSIBILITY 1. Contractor shall be responsible for: a. Complying with all State and Local Codes including the New York 2003 Energy Conservation Construction Code b. Obtaining necessary permits, paying all taxes and fees - c. Complying with all State, Local and Federal Ordinances - d. Performing all tests and submitting test results and certificates to proper Authority and Architects. DRAWINGS Drawings are diagrammatic and indicate the gene~ai arrangement of systems and work required. Do not scale the drawings. Consult the Architectural Drawings and details and the drawings of other trades, for exact location ot equipment. 2 If instructed by the Architect, make minor modifications in the layout as needed to prevent conflict with work of other trades or for proper execution of the work. 3 Bring conflicts and discrepancies to the attention of the architect before proceeding with fabrication or installation. F. CHASES, CUTTING AND PATCHING 1. Coordinate all chased, furring, cutting and patching with Architect in advance of work. G. AS-BUILT DRAWINGS 1. Provide as-built drawings showing all work performed and any changes from Contract Documents. As-built drawings will be condition of substantial completion. OPERATING INSTRUCTIONS Upon completion of all work and all tests, Contractor shall furnish the necessary skilled labor and helpers for operating the system and equipment. During this period, instruct the Owner or his representative fully in the operation, adjustment and maintenance of all equipment furnished. Instruction period shall equal one (1) eight (8) hour day. Operating instructions may not begin until the equipment has been made fully operational as determined by tile Architect. I. MOTORS AND CONTROLLERS 1. The work of the division 15000 shall include the following: Provide all electric motors for all motor driven equipment furnished under division 15000 of specifications - b. Furnish to sub-contractor for electrical work, all starters, relays, accessories, wiring diagrams, etc. the b. required for proper operation and control of motorized equipment as specified - J. ELECTRIC MOTOR STARTERS 1. Furnish a starting device for all motor driven equipment supplied under the mechanical sub-contractors. K. EQUIPMENT AND SYSTEM START-UP AND TEST Notify the Architect in advance of beginning the equipment and system test operation. Each piece of equipment shall be operated in its system as long as required to provide proper functioning. L. GUARANTEES AND SERVICE Guarantees and Warranties shall be-provided in accordance with the General Conditions governing all Contracts. The guarantee period shall extend as follows: a. For heating systems - one year plus the time necessary to include one continuous heating season from Noven~er 1st to April lat. one year plus the time season from May let to For air conditioning systems - necessary to include one cooling October lat. M. SHOP DRAWINGS 1. The Contractor shall submit shop drawings for all equipment specified herein or shown on the drawings. N. INTENT 1. It is the intention of the Specifications and Drawings to call for finished work, tested and ready for operation. 1. Any apparatus, appliance or material not shown on the drawings but which is mentioned in the Specifications, or vice verse, or any incidental appliance, or materials or service which may be necessary to make the work complete and perfect in all respects and rea,dy for operations, even if not particularly specified shall be furnished, delivered and installed by the Contractor without any additional expense to the Owners, the same as though specifically shown on the drawings, or mentioned in the Specification. ~C~ANICA~ HVAC PIPING MATERIILLS AND INSTALI~TION A. GENERAL The Drawings, the Conditions of Agreement, the Bidding Requirements and the General Requirements are hereby made part of this Section. B. GEOTHERMAL WELL PIPING Piping for the geothermal wells shall be all closed loop. Fiping for the geothermal wells shall be plastic and designed for this applicat, ion. All piping shall be one inch. Well piping shal~ be continuous to each interior mounted wall mount insulated pump "Flow Center". Piping from circulator flow center shall continue to each water source heat pump. Each water source heatpump shall have its' own well and piping system. C. HOT WATER SYSTEM PIPING INSTALLATION Fitch all piping up in direction of flow a minzmum on one (1) inch in forty (40) feet. Vent all high points and all drop points. Provide valves for drainage at all low points. Reduction in pipe size shall be made with eccentric reducers with top side flat. No bushings permitted. 2. Each piping take--off from tops of mains or branches shall be from a tee set at 45 degrees. 3. Use no piping sma~ller than 3/4" unless noted otherwise. 4. Use dielectric couplings or isolating flanges at all connections betwe,en piping of dissimilar metals. D. HOT WATER SYSTEM PIPIN[G Piping shall be Type L copper tubing with wrought copper fittings. Sweated joints shall be made up with 95-5 solder, using non-corrosLve flux. Pipe shall be hung using Superstrut "U" channel with vibration hangers. Wher,e "Superstrut" cannot be used then use adjustable band type for piping up to 1 1/2". Hangers for larger piping sha[ll be Clevis type. 3. Perform a 24 heur hydrostatic test and 100 PSI before insulating or concealing any piping. E. COOLING COIL CONDENSATE DRAINS 1. Cooling coil condensate wrought copper fittings. VALVES 1. All valves shall be Jenkins HOT WATER SPECIALTIES 1. Ail manual vents shall be chamber, air cock and 1/2" of discharge. 2. Coil vents shall be key-air 3. Compression tank, N. CIRCULATING PUMPS 1. Pumps shall be drains shall be Type M copper with "ball" type valves. hand operated and consist of air copper drain tube to suitable point type. galvanized, ASME label. direct drive, iron body, bronze tri~uned, centrifugal in-line type. Provide two Taco 007 circulators circulate water thru boiler manifolds. 2. The following circulators are to be installed for heat backup system: to the hydronic P-1 - Taco Model 007 circulating pump 1/25 HP, ll0V for WSHP % P-2 - Taco Model 007 circulating pump 1/25 HP, ll0V for WSHP % 2 P-3 - Taco Model 007 circulating pump 1/25 NP, ll0V for WSHP ~3 P-4 - Taco Model 007 circulating pump 1/25 HP, ll0V for WSHP #4 P-5 - Taco Model 010 circulating pump 1/15 HP, ll0V for W/H ~1 3. The following circulators are to be installed, for the geothermal well system: P-6 - Flow Center Products model GFM 116-2 dual circulating pumps at ll0V for WSHP #1 P-7 - Flow Center Products model GFM 116-1 single circulating pump at ll0V for WSHP #2 P-8 - Flow Center Products model GPM 116-2 dual circulating pumps at ll0V for WSHP #3 P-9 - Flow Center Products model GFM 116-1 single circulating pump at ll0V for WSHP %4 I. REFRIGERATION WORK The water cooled heatpump units and their associated refrigerant piping (WSNP %3 & ~4) and accessories shall be installed and tested by an approved refrigeration contractor. 2. All refrigerant piping and fittings shall be Type ACR copper refrigerant type and all joints shall be brazed with hard solder. During the installation process, all interior surfaces shall be exposed only to dry nitrogen in order to prevent scale formation. Ail refrigerant piping passing through building walls shall be encased in pipe sleeves. 3. After installation, the systems shall be leak tested and dehydrated and charged as follows: a. Evacuate to 2.5 ~n, of mercury and hold vacuum for a minimum of 8 hours - b. Breakvacuumwithdrynitrogenandre-evacuateto2.5n~n. Break vacu~n with R-410A and charge system in accordance with manufacturer's recommendations - MECH~.NICAL HVAC INSULATION A. GENERAL REQUIREMENTS Piping and equipment, specified under this Section and/or indicated on the drawings, that transmits and receives heat, will form condensation, or is subject to freezing, shall be insulated unless it is specifically stated otherwise. 2. Ail insulation, adhesive and accessories must be non-flarmmable and U.L. listed with a flame spread of 25 or less and a smoke factor not to exceed 50. Accessories such as adhesives, mystics, cements, facing, tapes and fitting covers shall have the same component ratings as listed above. Products or their shipping cartons shall bear a label indicating that the flame and smoke ratings do not exceed the above requirements. Any treatment of jackets or facings to impart flame and smoke safety shall be permanent. The use of water soluble treatments is prohibited. B. HOT WATER HEATING PIPING 1. One inch thick sectional Armoflex insulation. 2. Installation, in accordance with reco~unendatlons. manufacturers C. COOLING COIL CONDENSATE DRAINS 1. Same as Hot Water heating piping. D. DUCT LINING 1. Material, flexible fiberglass duct linear, 1" thick. Corning "Aeroflex" or equal. Owens 2. Installation, reconunendations. in accordance with manufacturers' 3. All ductwork, supply, return and exhaust shall be lined no matter where installed. 4. See note under humidifiers regarding special instructions. NOT FOR CONSTRUCTIOlX 10/15/07 AUSTIN PATTERSON DISSTON ARCHITECTS. LLC 4 MidN,d Street. PO. Box 1707. Quogue NY 11959 (63 I) 653-1481 · Fax (631) 653-6605 ALTERATIONS & ADDITIONS TO TIlE WALIrd R RESIDENCE 290 Town Harbor Tmrace Southold, NY 11971-1130 Drawh g Title: Scale: MECItANICAL NOTES N/A Project No.: Drawn By: Date: 07006 RR, MC Issued: Drawing No: PEI~HT SET 1[/16/07 M-5 NOTE: DO NOT SCALE DRAWINGS A B C D E F E. DUCT WRAPING 1. Insulate all exposed supply and return ductwork with 2" thick Owens Corning model FSK duct wrap with foil backing. MECHANICAL PRIb~%R~ HEAT PRODUCING EQUIP}4E~T A. GENERAL REQUIREMENTS 1. The Drawings, the Conditions of Agreement, the Bidding Requirements and the General Requirements are hereby made a part of this Section as fully as if repeated h~zein. B. GENERAL C. TESTS Unit shall consist of an gas fired complete to be existing cast iron sectional boiler, converted from steam tc water. Existing boiler is rated at 280 MBB, 201 MBH [or the total I.B.R. output. Boiler shall consist of an e<isting Burnham model IN-9. 1. After completion of the be test started. D. BOILER BREACHING installation, the heatir g 1. Boiler breaching individual boiler and accessories. plant shall shall include horizontal connector, flues and all necessary supports, fittings E. DOMESTIC HOT WATER HEAT EXCHANGER 1. W/Hi shall be Phase III Model TR100 with an Btuh at 200oF and will RADIANT FLOOR WARMING be located in input of 375,000 the boiler room. 1. Provide radiant floor warming for areas as shown on the mechanical drawings. Tubing shall be Wirsbo HEPEX continuous PEX tubing. Install all necessary manifolds, distributors, flow valves and indicators. Install mixing station controlled by a Tekmar model 150 set point remote bulb controller. Each zone shall be controlled by a separate controller. GEOTHER~ WELL DRILLING GENERAL REQUIREMENTS The Drawings, the Conditions of Agreementl the Bidding Requirements and the General Requirements are hereby made part of this Section as fully as if repeated herein. a B. WELL DRILLING AND LOCATION 1. The geothermal system will be a closed loop system using bore holes with one inch piping placed in the holes. 2. A total of four wells wili be drilled. Each well will be designated for each heatpump system. Bore holes shall be drilled at 120 linear feet per ton. The bor~, holes will be spaced a minimum of 20 feet on center. Wells shall be located within all required setbacks as per code. ~CHANIC~LL AIR CONDITIONING & VENTILATION EQUIPMENT Conditions of Agreement, A. GENERAL REQUIREMENTS 1. The Drawings, the Requirements and part of this Section as fully as B. WATER SOURCE BEATPUMP UNITS the General Requiremehts are hereby if repeated herein. the Bidding made a 1. Units shall be water cooled, UL listed designed for a closed loop well water system. All units shall be 240 V, 1 PH. 2. Units shall be Florida Heatpump Model ES having following capacities: Capacity Outdoor FHP Unit No. MBH Design Temp. CFM Model No. WSHP 1 49.0 90 1600 ES049 WSHP 2 25.0 90 800 ES025 WSHP 3 35.0 90 1200 ES049 WSHP 4 25.0 90 800 ES025 C. HEATING COILS 1. Duct heating coils shall be one or two row, copper tube, aluminum fin type hot water coil manufactured by Carrier. Coil No. System HC-1 HC-2 HC-3 HC-4 WSHP-1 WSHP-2 WSHP-3 WSHP-4 HTG MBH 95.0 60 .0 65.0 60.0 AIR FRICTION 0.11 0.13 0.11 0.13 ENT.W TEMP. 180 180 180 180 W TEMP. DROP 20 20 20 20 ROWS 2 2 2 2 MODEL SHW2347 SHW2208 SHW2208 SHW2208 D. HUMIDIFIER 1. Humidifier for AHU1 & 2 shall be Nortec Model RES-Deluxe with an ASD-181 distribution tube. Unit is rated at 240/1/60. 2. Install the necessary water feed and condensate piping. piping shall be insulated with 1/2" wall Armoflex. Ail Furnish a Johnson Model W43A-14C humidistat and a Barber Coleman Model HO-201 duct mount high limit sensor for each system. 4. Insulate all steam piping with 1" thick fiberglass. 5. Follow manufacturers' recommendations for duct insulation. F. ELECTRONIC AIR CLEANERS 1. Units shall be Honeywell model F300E handlers and shall be return mounted. 230/1/60. size 20 X25 for all air These units are rated at G. EXHAUST FANS 1. Shall be as manufactured by Penn Ventilator Co. 2. Ail bathroom fans shall be Penn Model Z-6 in-line located in attic and hung from vibration isolators. Ail fans shall have variable speed controllers. 3. Instal2 an 8" x 8" grille connected to a 6" round duct venting through soffit vents. ~CHANICA~ SHEETMET~LL WORK A. GENERAL REQUIREMENTS The D~awings, the Conditions of Agreement, the Bidding Requirements and the General Requirements are hereby made part of this Section as fully as if repeated herein. Submit for checking and approval, shop drawings for all sheetmetal work. These drawings shall be drawn to at least 1/4" - 1'0 scale. These shop drawings shall receive the approval of the Engineer before any fabrication of ductwork is commenced. 3. No pipe, conduit, et hangers for ceiling or piping may pass through ducts. 4. Ducts ~hall not be hung from or supported by ceiling hangers. 5. For linled ductwork, sizes shown are clear inside dimensions. 6. See Primary Heat producing section for boiler breaching. B. DUCTWORK Ducts, casings and plenums shall be in accordance with ASRRAE Guide and Data Book (Equipment Volume) and S~CNA Duct Construction standards for ASHRAE Pressure Class 1. 2. Provide! crossovers, transitions, offsets and changes in duct shapes as required in order to avoid interferences. Ail curves or elbows shall be of as long a turn as conditions permit. Elbows shall have a mean radius of one and one-half times the width unless noted otherwise. Full areas of ducts shall b~e maintained at all transitions. C. FLEXIBLE COLLARS A flexible collar shall be installed in the inlet and outlet connection of each fan and unit connected to ductwork. These collars shall be six inches long. Collars shall be securely fastened and ductwork made airtight. Flexible materials shall be coated nylon fabric equal to Durodyne. D. FLEXIBLE DUCTWORK Flexible ductwork to be a maximum of fourteen feet in length as sho~n on drawings. Flexible ductwork to be installed straight and in accessible attics only. Flexible ductwork to have a 2 1/2" fiberglass insulation with foil backing. No duct connector or sleeve material will be permitted. E. GRILLES, REGISTERS AND CEILING DIFFUSERS 1. Ail grilles, registers and ceiling diffusers in connection with the HVAC work shall be furnished by this Contractor. 2. Submit samples of all grilles, registers, diffusers and finished for approval if required. Sizes and capacities are shown on the drawings. Outlets have been selected to provide a noise level less than NC-25 without objectionable drafts. 4. Ail dampers shall be of the opposed blade type. Ceiling diffusers shall have opposed blade dampers, distribution grids and baffles where shown. Direction of blow as shown on drawings. 6. Approved manufacturers: As specified Air outlet factory finish shall be matte finished baked enamel on both face and visible interior parts. Color to be selected by Architect. Sidewall and ceiling supply registers Model LBG-724-PSF w/damper by Air Horizons, Laconia, NH. These grilles are "flange-less" and must be installed prior to sheetrock. Sidewall return registers - Model LBG-724-PSF without damper by Air Horizons, Laconia, NH. These grilles are "flange-less" and must be installed prior to sheetrock. 10. Ail floor registers in wood floors shall be Grillworks flush model to match species of the wood floors. Provide a Lima ~40 floor register under each supply wood grille. Floor registers in tile floor shall be Titus model CT580 type 6 ~'border-less" frame with an extruded aluminum finish. Floor register shall include a damper. 11. Outside air louver to be extruded aluminum leuver suitable for painting. Outdoor louver shall be located outside the boiler room. Louver shall be 24" X 12". ~gC~L%NIC~.L AUTOHATIC TEMPERATURK CONTROLS A. GENERAL REQUIREMENTS The Drawings, the Conditions of Agreement, the Bidding Requirements and the General Requirements are hereby made part of this Section as fully as if repeated herein. a Furnish an automatic control system, using electric/electronic operation. The control system shall be complete with all necessary control devices, thermostats, valves, motors, relays, switches, dampers and panels to provide the functions described regardless of whether or not specifically mentioned. 3. Provide a Honeywell dual motorized zone system for WSHP~i & ~ 4. 3. Provide six (6) Honeywell T8600 thermostats, one for each zone. B. GUARANTEE AND INSTRUCTION After completion of the control system installation, regulate and adjust all thermostats, control valves, damper motors, etc., and place them in complete operating condition subject to the approval of the Engineer. Provide one full day of instruction for operating personnel. 1. The control system herein specified shall be free from defects in workunanship and material under normal use and service. Any equipment found to be defective in workmanship or material is to be adjusted, repaired or replaced free of charge. Guarantee becomes effective from the date of acceptance by the owner. NOT FOR CONSTRUCTION 10/15/O7 AUSTIN PATTERSON DISSTON ARCHITECTS, LLC (631) 653q481 · Fax (631) 653-6605 ALTERATIONS & ADDITIONS TO THE WALKER RESIDENCE 290 Town Harbor Terrace Southold, NY 11971-1130 Drawing Title: Scale: Project No.: Drawn By: Date: 07006 RR, MC Issued: PEI~VIIT SET 11/I6/07 Drawing No: M-6 NOTE: DO NOT SCALE DRAWINGS D E F A B C t I 2 I, 3 I 4 I s I 6 GENERAL NOTES: fA, PER CODE 6TATE OF NEtU YORK AND AfdE~IGAN FOI~E6T 4 ~APER A$SOCIATIOI,I$ BD, FOR GARAGE, UTILITY ~H,, AND OVER ALL DOILER$ ~ PER STATE AND A~EA5 SDB~CT TO EXPOSURE TO ~ATE~ O~ rlOISTURE. 4f. ALL F~TINO5 TO REST ON VIRGIN, DNDISTBmDED 5OIL. T[~ FOLLO~G NOTES ~ T~IC~, ~FERTO ATTAC~D D~W~4GS FOR~PLICATiON ~¢. ~oD 5ILL5 TO DE 2 x 6 (P~E95d~E T~EAT~) ~ITN b/8" DrA. 5TArNLE55 STEEL ANGMO~ DOLTe 4'-o" O,C, 42. ~51~N kO~5 ARE ~ FO~OW5 PE~ ~UA~E ~OT: APPLIGAI~LE AT THE 5liE. TADLE ~Of.2(I) NAILING SCHEDULE I ~IND ~ECT TO DAMAGE FROM ICE 5,,E~ FLeD W~DLO~ JOINT DESCRIPTION NUM~E~ OF NAILS NAiL ~PACIN~ D 4b P.S.F. 3 s~. ~U5~ C SEVERE 5'~" ' HOtHEAd. 5L-MO~ ~1 DE&. YES YE5 I EXCEPT~A*A~EFLOO~SL~5 ~L /k Pou~la* Fir Larch (~2 Surfaced 2~ ~ ~reon ¢ 19g maximin AUSTIN PATTERSON DISSTOb ~OOF 5MEATMIN~ ~lotu~ con~nt) - ~ALL TO ARCHITECTS, LLC CEIL~NG SHEATHING ~8 cbo x ~,~ · 11~ x Lib = 1271 (631)653-1481 · Fax (631) 653-6605 I I ~12 ~5o x I.~ - 85o x I,~5 = sT~ ~TE~TIONS & ~DITIONS TO T~ ~ALL $NEATkIING Norlzoml s~ar S~m** · Fy x CN. I~ poi , .. .- : ~ ..:: ' - POU~ GONG, ql = q W~I~R ~SIDENCE 5~UC~P~LPANEL~ RE~I~E~ENT5 GCpi=.O.55 Figure65 Southold,~ 11971-1130 2b,32" ~ 3" EVaE / *"xEm~ I n~, ~AT~WALLp = 46 8 PSP (0 85)(1.0) - 46 8 (0 55) = i4.0 PSF Drawing Title: Scale: ................. TO UNDE~ SIDE OF GYPSUM WALL~AP~ ~ cool.r* 7" EDGE / lo" FIELD FASTNE~ 5PACING FLOOR STRUCTURE STRUCT~ NO~S N/A ~AP~BOAP¢ 8d 8" EDgE / ]2" FIELD CONSISTS OF 16" Project No.: Drawn By: Date: I 2' I/2" ~* ~OA~D, ~OTM SIDE9 Issued: Drawing N0: FLOR SHEATHING ~OOD SChEme UL DE~I~N, UL 314 PE~nTSET 11/16/07 · ,,,,,. S-200 NOTE: DO NOT SC~E D~GS NAILING SCHEDULE AS PER AMERICAN UJooD COUNCIL'S Wood FRAME CONSTRUCTION MANUAL FOR I 4 2 FAMILY DIIJELLING~S JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ROOF FRAMING WALL FRAMING FLOOf~ FRAhlfNC~ CEILING* SNEATIqlNG~ OYP,~UM IIJALLE~DAF~D I Dd cool,r6 [ 7" ~E)C~E/ ]O" FIELD LUALL SHEATHING SEE DIND LOADIN~ CONNECTION FLOOR SHEATIqING FASTNEF~ 9PACING 4 FOOT 6 FOOT FASTNER PANEL 9pAN < PANEL 9pAN PANEL 9PAN TYPE 5 4 FOOT _4 ¢0 FOOT ~ ¢ ~OT POBT CAF' U J/ TIE POBT CAF' CORNER i.} F'OST CAF' CONNECTOR POBT BABE CONNECTOR FLOOR-FOUNDATION CONNECTION N,T,~, (SEE PLAN FOR 5[ZE) ~ CoidI=LIE6 UJITH TAI3LE 3.4, UJFCId-F3"~D RAFTER TO RIDGE TO RAFTER CONNECTION DETAIL FLOOR-FLOOR CONNECTION N,T,5, CONNECTION DETAIL FOR tUALL BTUDB TO TOP OF PLATE AND ROOF RAFTER ~ I&" O,C, NTB LUIND LOADING CONNECTION REQLIIREMENTB: (STAINLEB5 5TEEL 5TRUCTUR,AL METAL UJOOE) FABTENEF~5, TI'PICAL THROUCI. HOUT), Guy Horvalh, AIA Austin, Patterson, Disston Archltects, LLC 4 Midland Street Quogue. NY I 1959 Re: Dear Mr. Horvath, Jmle 25, 2003 Partially Enclosed BuildillgS 19 NYCRR 1220.1, RC1NYS 2002, 301.2.1.2 This letter is in respo~se to your inquiry requesting whether 9r not a building can be designed as a "partially enclosed building" in lieu of installing intpa¢t-resistant openings, It is our opinion that the Residential Code of Non, York State, 2002 edition (RCNY$)[[ 9 NYCRR 1220.11 does provide this design opdon. Advisory Letter 03-006 has already addressed this specific issue, tn order to maintain uniform interpretatio13 of the Uuifonn Fire pi'eyention and Buildiug Code (Uniform Code), I have included the lelter for your ttse. This advisory opinion i~ rendered based' upon the infomtadon provided. AdminJs~ration and enforcement of fl~e code are within the jurisdictlou of the local authority, If you have any questions or wish to discuss this matter furtb, er, please call me at (518) 474-4073. A103-148 Since[ely, Daniel E, Nichols Fire Protection Eaginear 1 Division of Code Enforcelneut and Admildstration enclosed: AL-30-006 N Y BUILDING pLANNING RCNYS 2002 EDIITON R301,LI.i Internal pressure. Windows in buildings lo- cated in wiud-bome debris regieos si}all have glazed openings protected from wind-borne debris or the build- ing shall be dasigned as a partially enclosed building lo cordance with the Bidhfing Code of New York Siam Glazed opening protection for wind-borne debris shall meet the requirements of the Large Missile Test of ASTM E 1996 nod ofASTM E 1886 rcfcre,ced therein. Exception: Wood s~ctural panels with a minimum thickness ofT/i 6 inch (1 i. l mm) and a maximum span of 8 feet (2438 mm) shall be permitted for opening protection in one-and two-stow buildings. Paoe[s shall b~ precut to cover the gl~ed opcaiogs with attachment h~dware provided. A~chmenls shall be provided in accordance wi~ Table R301,2,1.2 or shall be designed to resist the components and cIaddiog loads detennioed in accordance with the provisions oftheBuilding Code qf New >brk State. BCNYS 2002 EDiITON 1609.2 DEFINITIONS BUILDING, PARTIALLY ENCLOSED. A building that or, replies with both of tim following condflions: of openings in Ihe balance of the budding envelope These conditions are expressed by the following equations: Ae> 1.10Aoi (Equation 16-12) smaller, and Ao~/Ag/ ~ 0.20 (Equation 16-13) square feel (m-'). square feet (ma), A B C No DATE F~E¥151ON D A AUSTIN PATTERSON DISSTON 376 Pequot Ayenue, PO Box 61, Southlma CT 06890 1203l 255-4031 · Fmx (203) 254-1390 4 Mid]and Street, P.O. Box 1707. Quogue NY 11959 (631) 653-1481 - Fax (SS I ) 653-6605 ALTERATIONS & ADDITIONS TO THE WALIrd~R RESIDENCE 290 Town Hm'bor Terrace E Southold, NY 11971-1130 Drawing Title: Scale: S TRUCTUILAJ~ NOTES N/A Project No.: Drawn By: Date: 07006 RR, MC Issued: Drawing No: PERMIT SET 11/16/07 S-201 NOTE: DO NOT SCALE DRAWINGS M L K J H G F E D C B A 1 I LEGEND (~)HIGH LOW ) oHIGH LOW ~ HIGH LOW NEW BEAM EXISTING BEAM BP NEW JOIST TOS EXISTING JOIST TOW NEW RAFTERS UNO EXISTING RAFTER SLOPING MEMBER INDICATES MOMENT CONNECTION TO COLUMN ABBREVIATIONS: BEARING PLATE TOP OF STEEL TOP OF WALL UNLESS NOTED OTHERWISE ,EXTENT OF FRAMING FRAMING DIRECTION CHANGE IN FLOOR ELEVATION CHANGE IN ROOF PITCH FOOTING FOUNDATION WALL EXISTING FOOTING EXISTING FOUNDATION WALL NEW WALL EXISTING WALL L, ~. ~ ~x- ~.2 -~'g~':~" J B EARING WALL ABOVE ~'.//////'/'//////.///~'z:'J BEARING WALL BELOW I WALL ABOVE [] [] WOOD POST ABOVE FLOOR LEVEL (PA) WOOD POST BELOW FlOOr LEVEL (PB) WOOD POST ABOVE AND BELOW (PAB) POST BELOW MUST BE EQUAL SiZE TO POST ABOVE SQUARE HSS TUBE COLUMN. HSS 3X3X .25 TYPICAL UNLESS NOTED OTHERWISE TUBE COLUMN BELOW (TCB) TUBE COLUMN ABOVE (TCA) TUBE COLUMN ABOVE AND BELOW (TCAB) ROUND HSS PIPE COLUMN (SCA) (SCB) (SCAB) 1 I 2 I ~ I '* I 5 5 6 I 7 I FOUNDATIONFOR TRELLIS. SEE A-DRAWINGS 18" WIDE X 18" DEEP GRADE BEAM. (3) ~6 LONGITUDINAL TOP AND BOTTOM. EXTEND INTO WALL EACH END AND TERMINATE WITH 90 DEGREE 12" HOOK ~ @ 1Z' CLOSED TIES. SEE DETAILS 8" LEDGE FOR SLAB J ~" WIDE CONCRETE FOUNDATION WALL. (2) #5 TOP CONTINUOUS. LAp 2'-3". TYPICAL UNLESS NOTED OTHERWISE. 10" WIDE CONCRETE FOUNDATION WALL (2) #5 TOP CONTINUOUS. LAP 2'-3". TYPICAL UNLESS NOTED OTHERWISE. 9-1/2" TJI 230 AT 16" O C TYPICAL U.N.O 8 I 9 I 10 11 I 12 I 15 14 I 15 I 16 TCA 18" WIDE FOUNDATION WALL (2) ~5 TOP CONTINUOUS. LAP 2'~3" 5" CONCRETE'SLAB ON GRADE WITH 6X6 W2.0XW2.0WWM PLACED I"FROMTOP POUR ON 10 MIL POLYETH~LE~NE ~/APOR BARRIER OVER 6" POROUS GRANULAR FILL. TOP OF SLAB= 0'-17' SEE DETAILS AND A-DRAWINGS FOR UNDERSL~ INSULATION~ SEE A~RAWINGS FOR PITCH AT TOP OF SLAB FOR DRAINAGE F~pA I I ~DS] 24" X24" X 12" CONCRETE FOOTING. (4)#4 EACH WAY PLACED 3" CLEAR FROM BOTTOM EXISTING PIPE COLUMN NEW STEEL CLOUMN EXISTING FOUNDATION WALL TO BE REMOVED -- EXISTING FOUNDATION WALL AND FOOTING 10" WIDE CONCRETE FOUNDATION WALL (2) #5 TOP CONTINUOUS LAP 2'-3". TYPICAL UNLESS NOTED OTHERWISE 1-10 WIDEX12 THICK FOOTING. (3)#5 BOTTOM CONTINUOUS. LAP 2'-3". TYPICAL UNLESS NOTED OTHERWISE. EXISTINIG FOUNDATION WALL AND FOOTING EXISTING CRAWL SPACE I VERIFY SIZE[ AND LOCATIONS OF EXISTING PIERS ALONG THIS LINE. VERIFY DIMENSIONS OF FOOTING 8" WIDE CONCRETE FOUNDATION WALL. (2) #5 TOP CONTINUOUS LAP 2'-3". TYPICAL UNLESS NOTED OTHERWISE ~ EXISTING CRAWL SPACE I I IpA IPA FIRST FLOOR FRAMING FOUNDATION PLAIN BUILDING DEPARTMENT REVIEW 8 I 9 I 10 EDWARD STANLEY ENGINEERS tlc STRUCTURES AND PRESERVATION 6 Water Street GuilFord, CT 06437 203-458~210 Voice 203458~219 Fax www edwa rd sta nbyeng meers,com AUSTIN PAl i ERSON DISSTON ARCHITECTS. LLC 376 pequot Avenue, P.O. Box 61, Southpor~ CT 064g0 (208) 2.55-4031 Fsx (203) 254-1390 Project l~tle WALKER RESIDENCE 290 TOWN HARBOR TERRACE SOUTHOLD, NY 11971-1130 Drawing Title Scale FIRST FLOOR FRAMING 114" = 1'-0" AND FOUNDATION PLAN By Dclte 07037 I si I ~2 I 13 I 14 I 15 11-16-07 16 M L K J H G F E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 M L K J DECK (2) 7-1/4" LVL @ 16 2l 9-1/4" LVL 9-1/2" TJ1230 AT 16" TYPICAL U.N O ABOVE 9-1/2" TJ1230 AT 12" O C R WALL ABOVE ~ UNDER 2ND FLOOR EXTERI( ~ WALL ,; EXTERIOR WALL ABOVE 9-1/2" TJ1230 AT 16" O.C. AT ROOF 1 2 5 4 5 6 :i DECK [ - BEARING WALL ABOVE PA 9-1/4" LVL (3) 11-7/8 LVL FLUSH "' PB: ~G WAL[ BVB AN BELOW/ ~,UT BACK EXISTING JOISTS ~ND RECONNECT TO NEW BEAM NITH FACE MOUNT HANGERS j B~LOW J (2) 9-1/4" LVL FLUSH [ BEARING WALL ABOVE ABOVE AND BELOW (2) 9-1/2" LVL ~ EXTERIOR LL ABOVE REINFORCE EXISTING JOISTS UNDER GREEN ROOF WITH 9-1/4" LVL SISTE~ LJ !REINFORCE EXISTING JOISTS UNDE GREEN ROOF WITH 9-1/4" LVL SISTr / :! SECOND FLOOR FRAMINGiPLAN E!,,R_ST FLOOR PLAN i ~/SCALE 1/4 = 1'-0" ~ B'-O" BUILDING DEPARTMENT REVIEW 7 8 9 10 11 12 13 EDWARD STANLEY ENGINEERS LLC STRUCTURES AND PRESERVATION Guilford, CT 06437 203-458~210 Voice 203-458~219 Fax AUSTIN PA~ ~RSON DISSTON ARCHITECTS, LLC 376 Pequot Avenue, P.O. Box 61, SoUthFod CT 06490 (20~) 2~,-4031 Fax (2O3) 254-1390 Project Tl[le WALKER RESIDENCE 290 TOWN HARBOR TERRACE SOUTHOLD, NY 11971-1130 Title SECOND FLOOR FRAMING ON FIRST FLOOR PLAN ProJect No 07037 14 I 11-16-07 Drawing No 15 16 M L K J H G F E D C B A M L K J H F E D C B A 1 2 NEW AWNING 9-1/2" TJ1230 AT 16 TYPICAL U N O, L NEW AWNING 5 FLITCH BEAM (3) 9-1/2" LVL + (2) 3/8" X 9-1/2" STEEL PLATES CANTILEVER EXISTING AWNING NEW BLEARING WALL BELOW FLUSH BEAM , RECOMNEOT TO I EW BEAM WITH FACE mOUNT HAt GERS, ~](4) 9 ~ LVL CONTINUOUS EXISTING AWNING J VERIFY EXISTING BEAM SIZE. ENGINEER TO SPECIFY CONNECTION TO NEW BEAM AT WEST END AFTER EXISTING CONDITIONS ARB EXPOSED. GREEN ROOF BELOW, SEE S1.2 -- EXISTING BEARING WALL BELOW EXISTING AWNING ROOF FRAMING PLAN ON OND flOO , PLAN SCALE ~ ~'-0" 8 I 9 I EXISTING BEARING WALL BELOW EXISTING AWNING BUILDING DEPARTMENT REVIEW 10 EDWARD STANLEY ENGINEERS LLC STRUCTURES AND PRESERVATION Guilford, CT 06437 203.4584:)210 Voice 203458~)219 Fax AUSTIN Pa i ib:RSON DISSTON ARCHITECTS, LLC WALKER RESIDENCE 290 TOWN HARBOR TERRACE SOUTHOLD, NY 11971-1130 Brewing T,[le Boole ROOF FRAMING 114" = 1'-0" ON SECOND FLOOR PLAN 07037 11-16-07 I 11 I 12 I ~5 I ~4 '1 ~5 16 F E D C B A M L K J H G M L K J 1 2 5 4 5 6 STRUCTURAL NOTES GENERAL NOTES All structural work shall be coordinated with architectural and mechanical drawings and shall conform to the project speclficafions, mcludldg the New York State Residential Code 2002 2 Contractor shall provide temporary shoring, bracing, and sheeting and make safe all floors, roots, walls and adjacent properb/as project conditions require The contractor shall submit drawings drawn to scale of the shoring and bracing for the OwneFs review, 3 The contractor shall be solely responsible for means, methods, techmques, sequences or procedures of construpson, for coordination ortho work of all trades, and for site safety. The contractor shall comply with the Department of Labor Safety and Health Regulahons for construction promulgated under OSHA. 4~ Dimensions and elevations of existing construction given In structural drawings are based on information contained in various original design and construction documents provided by the Owner, and I~mited field observations and measurements, The contractor shall verity all tsformafion bottoming to exlstldg condihons by actual measurement and observation at the site, All discrepancies behveen actual cond~hons and those shown In the contract documents shall be reported to the arch~ect for his evaluation before the affected construchon Is put in place 5. The contractor ~s responsible to coordinate a pre-construction meeting to review structural plans. Meeting attendees shall ~nclube, but not be limited to, the contractor, project architect, project englneefi framing subcontractor, and concrete subcontractor 6. Upon execution of the contract, the contractor hereby covenants and agrees to indemnify and saves harmless the owner and engineer of record forever from and egoist losses and claims, demands, payments, su~ts, achons, recoveries, and judgments of every nature and description, mcludlng attorney's fees, brought against the owner or the engineer of record by reason of act or omission of the contractor, or a su beoofractor to the contractor, or of an individual, group, or ent~, d~rectly or indirectly employed by the contractor or such subcontractor, in the performance of work for, or the rendering of services to the owner. FOUNDATIONS 1. The contractor shall investigate w~th testpits the condition and depth of the existing foundaben system. The design professional shall observe the exposed conditions prior ts excavation for new foundations 2 Sulldlng foundations shall bear on firm UndlatUrbed so~l having mistmum bearing capacity of 3,000 psi Adeduacy of beadng stratum shstl be vedfied ld field and inspected by the local building department pber to placmg concrete, Adjust bottom of footing elevation as required 3 Prior to placing the bedding layer of crushed stone under slabs on grade, prepare subgrade by removing all unsuitable, loose, d~sturbnd matsdal If any fill is required, fill must be suitable, well graded granular fill approved by the design professional. The fill shall be placed in 8" hits and compacted to 90 pemect of maximum densrb/ measured at optimum moisture content and each hfr tested to verify densities by ASTM D1557. 4, Do not place concrete on a subgrade that is frozen, muddy, wet, or contsinlng ice or frost, 5. Do not place backfill against basement walls until all floors bracing these walls are ~n place and the concrete walls have affalned their 28<lay strength 6 All extedor foobngs shall be placed a minimum of 3'~" below final grade, 7. Do not excavate lower than the bottom of the exndlng foundation without wntten permisston from Design Professional 8. A line connecting the nearest points of the bottoms of any bye footings shstl not have a slope greater than 1 vertical to 2 horizontal Verify bottoms of existing foohngs. 9. Preservative treated sills shall be anchored to the foundation wall with fl2" anchor bolts with a 2 ½" 90 degree hook at the end The bolts shall be embedded 7'' Into concrete and solid grouted CMU block. Locate bolts not more than f 2" from corners, at sides of openings, and at 4'-0" c.c. 10. Coondnate the Iocabons of anchor bolts to align with vertmal strapping for h~gh w~nd relnfomement CONCRETE 1. All concrete work shall conform to the ACl "Building Code Requirements for Reinforced Concrete" (AC1318), latest edition. 2. Slab work shall conform to apphcable portions of ACl 302.1R Guide for concrete floor and slab construction, latest edition, 3. All concrete for footings, walls and piers shall be normal weight with a minimum ultimate compressive strength of 3,000 psi at 28 days. 4 Concrete for the living room slab shall be normal weight concrete with a water-to-cement raho of 0~45 or less and a minimum ultimate strength of 4.500 psi at 28 days 5. All concrete at all other mteitor slabs on grade shall be normal weight concrete with a minimum compressive strength of 3,500 psi at 28 days. 6 Except at architectural exposed concrete, total cement content by weight shall contain 40% Ground Granulated Blast Fumace Slag (GGBFS) OR shall contain 20% fly ash. GGBFS shall conform to ASTM C989 Grade f 00 or Grade 120. Fly ash shall conform to ASTM C61 7. Concrete design mix shall be submitted for each type of concrete to the design professional for review. The design mix shall be accompanied by test reports conforming to the AC I method for field experience or the AC[ method for frlst mlrdures, including a graph of W/C ratio versus strength, in accordance with AC1301, The design mix shstl be sealed and signed by a professional engineer. 8. Reinforcing steel shall be deformed bars conforming to ASTM A615, Grade 60 Reinforcing steel shall be detailed according to the AC1 Manual of Standard Practice (AC1315), tstsst edition 9. Comply wdh the recommendations of AC1306 for cold weather concreting and AC1305 for hot weather concreting, 10. Wstded wire tsbnc (WNVF) shall conform to ASTM A185, with a minimum ultimate tensde strength of 70,000 psi. 11 Support and secursty tie reinforcing to prevent displacement dedng concrete placement operations. W~re mesh must lap one full mesh at each side and end laps, Use vinyl or epoxy coated ties and accessories to secure epoxy-coated reloforcement. Place mesh on chairs to maintain its position dunng the pour. Rocks, masonp], or other materials may not be substituted for the chairs. 12. Fabricate reinforcement to the redu~red shapes and dimensions w~thin the tolerances stated ~n the Concrete Reinforcing Steel Instituts (CRSI) Manust of Standard Practices. 13. Coordinate size and location of all openings and pipe sleeves with archltsctural and mechanical drawings. Minimum concrete between 14. All grout shaft be non-shrink with a minimum compressive strength of 5000 psi 1 § Install slab curleg measures Immediately after finishing on the same day as concrete placement. Cure slabs using cudng paper or plastic w~h taped joints. Cover the wetted surface as soon as it can be placed without marking the surface. Keep surfaces moist during the cure penod by providing additional moisture, wind borders, sun protection and other methods to promote a slow cure. Use of a curing compound is prohibited. Loss of surface moisture shall be inhibited for at least 7 days by recommended ACI methods. 16. Provide shop drawings mdicattsg all fabricated dimensions, reinforcing layout, bar marks, cover, spacing, remforcmg grade and fimshes~ typical erection detslls, bend types, labs. Show an elevation of each wall. Shop drawings shall be submitted to the design professional for rewew prior to tsbitcation FRAMING LUMBER AND TIMBERS 1. All wood framing shall be installed in accordance with the NFPA Manual for House Framing 2. All framing lumber work shall conform to the following governing standards: A American Institute of Timber Construction, "Timber Construction Manual," latest edition. B. National Forest Products Associahon "National Design Specificabon for Wood Construction," latest edition. 3 All lumber shaft be grade-stamped by a recognized grading agency and shall be Surfaced-Dry. 4. Sawn framing lumber shall be of the following mimmum grade and specie for the spsc~fied use. Studs: Douglas Fir Larch Stud Grade, kiln dried, FC=850 psi. E=1,400,000 psi Plates: Douglas Fir Larch Stud Grade Posts Douglas Fir Larch #f, FC=I000 psi, E=1.600,000 psi. 5. Sills in contact with concrete or masonry shall be 1-1/2" thick preser~abve treated TimberStrand LSL treated sdls 6. All rafters and joists shall stlgn directly wdh studs below; where required ldstaJl additional studs. 7 Lap all plates at corners and at intersechen of partitions. 8 The ends of beams shall be braced against rotahon wdh blocking, hangers, bndging, bolting, or other means approved by the design professional. 9. Built-up columns shall be fabricated as follows: Column from 2x4 members: (2) Lammaitons (1) row of 8d nails on each side of column, B" O C staggered. (3) Laminations: (1) row of 30d nods on each side of column, 8" C.C. staggered. Column from 2x6 members: (2) Laminations: (2) rows of 8d nails on each side of column, 8" O C. staggered. (3) Laminations: (2) rows of 30d nads on each side of column, 8" C.C. staggered. 10, Where posts are specified on the drawings as 4x4, 4x6, afc, they shall be sohd, not built up from studs, 11, Where wood posts are specified above and below a tsvel of floor framing, maintain the same cross sectional area through the thickness of the floor either by continuing the post, adding LVL blocking underneath, or adding a beam of the same width as the largest post, 12. Where weed posts are specified on the drawings, the supported beam(s) shall bear on the full cross section ofthe pest 13. No new or eXlshng joists shall be cut, notched, or holes added without approval 14. Exterior wall studs shall be continuous between points at which they can be braced by a floor or reof~ unless noted otherwise, 15. Where a raised header beam interrupts the two-plies of the top plate, edhce the top plate to the header with a Simpson LST or MST naded to edge of top plate. Engineer to specify size. Where the bottom ply of the top plate is interrupted by a raised header beam, no splice m the top ply shall be located over the header or w~th~n 3'-0" of each end of the header or the splice shall be located at midspan of the header with 12 1 od nads each side of sphce 16, Do not msta]l non-load beanng partitions below Icad bearing beams until all Icad bearing framing is completely installed, mcludieg reef framing 17. All bolt holes in toad bearing wood framing components shall be no more than 1/16" larger than the bolt diameter. MANUFACTURED WOOD PRODUCTS f. LVL (Micro Lam) Beams: Manufactured by Truss Joist Corp. Fb=2600 psi, E=1,900,000 psi. 2. PSL(Paraltsm) Beams, ManutscturedbyTrussJoiatCorp Fbe2900psI, E=2,000,000ps~ 3 TJI members Manufactured by Truss Joist Corp. 4 LSL members Manufactured by Trus Joist Corp. 5 Substituhons are not allowed without approval from design professional and the contractor shall compensate the design professional for time spent evaluating the proposed substitution. 6. The plys of budt up manufactured wood products shall be fastened together in conformance with the manufacturer's speafiefis guide, unless noted otherwise. PLYWOOD 1. Ply~vood sheathleg shall be RATED SHEATHING, APA grade stamped for the specified span, with an index stamp visible on all sheets, and made with exterior glue. Sheathing shstl be of the followmg thickness: Roof 5/8" or 3/4". Floors 3/4" tongue and grooved. Walls 2. All plywood shall be glue nailed to floor jststs using APA approved construction adhesive (B.F Goodbeh PL400 or approved equal.) Use ply chps or other edge supporf as required for plywood sheathing. 3, Leave 1/16" space at all plywood panel end jomts Leave 1/8" space at all panel edge joints if not tongue and grooved 1 2 5 4 5 6 7 8 9 10 11 METAL WOOD CONNECTORS Use common nails at all metal wood connectom 2, Joist hangers, cross bridging and alt connectors for wood construction shall be galvanized steel as manufactured by Simpson Strong Tie or approved equal Special nails as supplied by manufactured shall be used for redu~red nallieg. 3. I Od 1-1/2" nails may not be substituted for 1 Od or 16d nads specified by manufacturer for that connector, unless noted on plans 4. Provide metal post bases and post caps (S~mpson type CC) where wood posts connect to wood beams 5 Provide Simpson type ABA or ABU post base where a wood post bears on a foundation. Bases and caps shall be galvanized at exterior conditions Use Simpson recommended anchor bolts embedded 8" with Hilh RE500 adhesive Itc the foundation, unless noted otbenvise. 6 Where wood beams bear directly on concrete or masonry piers, anchor beams to piers with Simpson ABA, or approved equal, with Simpson recommended anchor bolts embedded ~n the pier 8" with Hilh RE500 adhesive, unless noted cthen~se 7. Anchor the back end of cantilevers with Simpson anchors having an allowable uplift c~pacify of 1,000 ts 8. Install S~mpson face mount hangers at all flush frammg conditions Use face mount hanger specified in Trus Joist Specifier's Guide No, 2027, unless specified cthenvise on plan. 9. Prowde metst hurricane anchors at each rafter, Unless noted, use Simpson H3 or as required by the local govemldg building code. 10, Rafters framed flush to structural ddge beams shall have hangers. 11 Where hangers are specified or required at stsplng or skewed beams, the contractor shall specify the correct slope and skew when ordering the hanger. 12. Where ACQ or CuAz wood preservahve treated wood framing components are used, all connectors and fasteners shall be stair~less steel. Alternate methods for protection against corrosion of connectors and fasteners must be approved by the design professional STRUCTURAL STEEL 1, All structural steel work shall conform to the following governing standards A. AISC "Speclficahon for the Design, Fabrication and Erection of Structural Steel for Buildings, "latest edition B. The American Welding Society (AWS D1. 1 ) "Code for Weldmg in Budthng Construction," latest edition. 2. All structural steel shall conform to the following ASTM sbemfications A Plates ASTM A36 or A572 Grade 50 B. Rolled W~ections and vcr'-Sechons: ASTM A992 Grade 50 or A572 Grade 50 C. All other rolled sechons' A572 Grade 50 Pipe Columns: ASTM A53, Grade B E Tube Columns ASTM A500, Grade B. F. Bolted connections of beams or girders are to be made with 3/4"ASTM F1852 "Twist off' type Tension Cor~ol bolts (A325 TC) wth ASTM F436 washers. Connechons are to be standard AISC connections. G. Anchor bolts: ASTM FI 554 Grade 36. 314" diameter unless noted otberw~se on drawings Install column anchor bolts using templates and other devices reduimd for accurate inststlabon. Burning of base plate anchor bolt holes will not be allowed. Anchor bolts may not be embedded a~er the concrete has scl without written peri. lesion from design professtsnal pber to pounng foundations, 3 Welding shall be performed by welders certified by AWS, 4 Welding electrodes shall be ASTM A233, Class ET0XX. Use Iow hydrogen electrodes for A572, Grade 50 steel. 5. Shear studs shall conform to ASTM A108 Shop paint interior steel members with Tnemec #90-97 primer Veitfy that the finish coat ~s compsfible ~th the pdmer. 7. Shop and erection drawings shall be submitted to the design professional for review and approval No fabncaben of steel shall commence without approved shop drawings. Shop drawings shall be reviewed and stamped by the contractor pnor to submltttsg to the design professional Shop drawings shall conform to customary AISC detailing standards. 8. Steel connections not shown shall be standard AISC framed beam connections and shall be detailed by the tsbrlcator in accordance with the AISC specification above DetsiJs for all connections shall be shown on the shop drawings, A~ For non-composite members. Provide connections based on reaction as determined from AISC uniform Icad table (Unless reactions are noted on plans ) B. For composite members. Provide connections based on 1.5 x reactions from AISC uniform tsed tabts. (Untsss reachons are noted on pMns.) C. Reinforcing is to be provided at connections where cuts reduce the shear or moment capacity below what Is required to sustain the reaction. D. Flanges and web are to be reinforced where the local capacdy to sustain connection Icad IS Inadequate 9. Connections shall be designed for shear and eccentricity. Considering that the connechon is an extension of the beam and girders. 10. All beams except cangtsver beams shall be fabricated with natural camber up Cantilever beams shall be tsbecated so that natural camber raises cantilevered end. 11 Provide 5116" thick shelf angles at columns and beams as required to prowbe end and s~de deck suppo~. f 2 Erector Qualdlcagons' A qualified installer who participates in the AISC Certification Program and is designated an AISC Cerbited Erector, Category CSE at itme of bid. 13 Fabncator Qualifications: A qualified fabricator who parhclpates in the AISC Certification Program and is designated an AISC Certified Plant, Category STD at itme of SPECIAL INSPECTIONS 1. Special inspechons shall be performed by a tsstmg agency provided by the owner. 2. The testing agency for the special inspection shall file all appropriate forms with the bulldldg deportment 3. inspections shafi be required for the following items. A Welding; B. High strength belting C. Sub grade for foundations D Quality contror of concrete materials DESIGN DATA BUILDING CODE USED: BUILDING CODE OF NEW YORK STATE AND ASCE 7~98 DESIGN PAF METERS - WIND, SNOW, AND SEISMIC SNOW DATA GROUND SNOW LOAD ROOF SNOW LOAD SNOW EXPOSURE FACTOR BUILDING CATEGORY SNOW IMPORTANCE FACTOR WIND DATA - SECTION 1608.2 - SECTION 1608,4 - TABLE 1608.3,f - TABLE 1604.5 - TABLE 1604.5 BASIC WIND SPEED WIND EXPOSURE CATEGORY BUILDING CATEGORY WIND IMPORTANCE FACTOR DESIGN WIND PRESSURE ON WIND FORCE RESISTING SYSTEM (TOTAL WINDWARD AND LEEWARD- WORST CASE) - FIGURE 1609 - SECTION 1609,4 - TABLE 1604 5 - TABLE 1604.5 - SECTION 6 5 12.2 (ASCE 7-98) Pg =45 psi Pf = 31 psi Ce=09 CATEGORY II t=l 120 mph C CATEGORY Ii I=1 p=335psr DESIGN LOADS (PSF)  ROOFING TOTAL LOAD LIVE DECK -OR- CEILING FRAMING MISCJ LOAD PSF FINISH PARTITIONS ROOF 30 3 3 3 3 0 / 25* 42 / 67 SECOND FLOOR 30 3 3 3 3 3~* 45 FIRST FLOOR 40 3 3 3 3 3** 55 DECK X X X X X X X NOTES * 25 PSF AT GREEN ROOFS ** PARTITIONS 7 8 9 10 12 13 14 15 FASTENING SCHEDULE CONNECTION I ~ I - FASTENING LOCATION JOIST TO SILL OR GIRDER (3) 8d COMMON, OR (3J 3" x 0.131" NAILS TOENAIL BRIDGING TO JOIST (3) 8d COMMON, OR (3) 3" x 0.131" NAILS TOENAIL EACH END SOLE PLATE TO JOIST OR BLOCKING 16d AT 16" 0.C., OR TYPICAL FACE NAIL SOLE PLATE TO JOIST OR BLOCKING (3) 16d AT 16~', OR BRACED WALL PANELS AT BRACED PANEL {4) 3"x 0 f 31' NAILS AT 16" TOP PLATE TO STUD (2) 16d COMMON (3) 3" x 0 131" NAILS END NAIL STUD TO SOLE PLATE (4) 8d COMMON, OR TOENAIL (4) 3" x 0 131" NAILS OR (g) 16d COMMON END NAIL (3) 3" x 0.131" NAILS DOUBLE STIJJDS 16d AT 24" O.C 3" x 0.131' NAILS AT 8" O.C. FACE NAIL DOUBLE TOP PLATES 16d AT 1 S" 0.C, TYPICAL FACE NAIL 3" x 0,131" NAILS AT 12" 0.C. DOUBLE TOP PLATE LAPS (8) 16d COMMON LAP SPLICE (12) 3"x 0 131' NAILS BLOCKING SIETWEEN JOISTS OR RAFTERS TO TOP PLATE (3) 8d COMMON (3) 3"x 0.131" NAILS TOENAIL RIM JO~ST T(O TOP PLATE 8d AT 6" O C 3" x 0 131" NAILS AT 6" O C TOENAIL TOP PLATES,, LAPS AND INTERSECTIONS (2) 16d COMMON (3) 3" x 0.131" NAILS FACE NAIL CONTINUOUS HEADER, ~WO PIECES 16d COMMON 16" O.C ALONG EDGE CEILING JOISTS TO PLATE (3) 8d COMMON (5) 3" x 0.131" NAILS TOENAIL CONTINUOUS HEADER TO STUD (4) 16d COMMON TOENAIL CEILING JOISTS, LAPS OVER PARTITIONS (3) 16d COMMON MINIMUM (4) 3" x 0.131" NAILS FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS (3) 16d COMMON MINIMUM (4) 3"x 0.131" NAILS FACE NAIL RAFTER TO PLATE (3) 8d COMMON (3) 3" x 0 131" NAILS FACE NAIL BUILT UP CORNER STUDS 16d COMMON 24" O C. BUILT-UP GIRDER AND BEAMS 20d COMMON 32" O,C. FACE NAIL AT TOP AND BOTTOM 3" x 0 131" NAIL AT 24" C.C. STAGGERED ON OPPOSITE SIDES AND (2) 20d COMMON FACE NAIL AT ENDS AND AT (3) 3" X 0.131" NAILS EACH SPLICE COLLAR TIE TO RAFTER (3) 1Od COMMON (4) 3" x 0.131" NAILS FACE NAIL JACK RAFTER TO HIP (3} 10d COMMON TOENAIL (4) 3" x 0.131" NAILS OR (2) 16d COMMON FACE NAIL (3) 3" x 0.131" NAILS ROOF RAFTEIR TO 2)( RIDGE BOARD (2) 16d COMMON TOENAIL (3) 3" X 0.131" NAILS OR (2) fSd COMMON FACE NAIL (3) 3"x 0 131" NAILS JOIST TO BANJD JOIST (3) 16d COMMON (4) 3"x 0 131" NAILS FACE NAIL LEDGER TO STUD (3) 16d COMMON (5) 3" x 0.131" NAILS PLYWOOD STRUCTURAL PANELS: SUBFLOOR (TO FRAMING)' 8d COMMON FACE NAIL 6" 0 C. AT PANEL ROOF AND WALL SHEATHING (TO FRAMING) 1 Od COMMON EDGES AND AT DIAPHRAGM BOUNDARIES, 12" O.C AT INTERMEDIATE FRAMING MEMBERS *TYPICAL NAILING UNLESS NOTED OTHERWISE ON PLANS OR DETAILS* BUILDING DEPARTMENT REVIEW 11 12 13 16 EDWARD STANLEY ENGINEERS LLC STRUCTURES AND PRESERVATION Guilford, CT 06437 203~458~)210 Voics 203-458-02 ] 9 fiax AUSTIN PAI-rERSON DISSTON ARCHITECTS, LLC 376 Pequot Avenue, P.O. Box 61, So~hport CT 06490 WALKER RESIDENCE 290 TOWN HARBOR TERRACE SOUTHOLD, NY 11971-1130 STRUCTURAL NOTES, SCHEDI ILES N/A 07037 11-16-07 Drawing No 16 14 I 15 M L K J H F E D C B A 1 I 2 I `3 I 4 I ~ I 6 I 7 I 8 I 9 I 10 [ 11 I 12 I 15 I 14 I ~ I ~6 M L K J H G F 16d NAILS AT 6" O.C. 8d NAILS AT 6" O.C. BOTH SIDES SILL PLATE AND ANCHOR BOLTS PER STRUCTURAL NOTES ON SHEET S2.1 (1) #5 TOP CONTINUOUS LAP 2'-3". PLACE 2" CLEAR FROM TOP AND SIDES FROM TOPA~ SIDES POROUS, BACKFILL FOUNDATION DRAIN SEE A-DRAWINGS (3) #5 BOTTOM CONTINUOS LAP 2'-3". PLACE 3" CLEAR F ROM-SIDE~S4~ND BOTTOM SEEPLAN SEEPLAN // BLOCKING BETWEEN JOISTS PLATE AN D ANCHOR BOLTS PER STRUCTURAL NOTES ON SHEET S2.1 N TOP OF STEM PER PLANS ~ TOP OF LEDGE PER PLANS .~l~ -- FLOOR JOIST PER PLAN #4 AT 2-00.C. 6 X 6 W2.0 X W2. O WWM PLACED 1" CLEAR FROM TOP TOP OF SLAB PER PLANS 3" CLEAR SEE PLAN FOUNDATION WALL 1'-0" FWTYPICAL_3 COAT ALL SURFACES OF BTEEL ENCASED IN CONCRETE WITH 2 COATS COLD GALVANIZED PAINT OR APPROVED EQUAL- LEVELLING NUT LEVELLING PLATES ARE NOT STEEL COLUMN 10" X 10" X 3/4" STEEL BASE PLATE ON 1½" NONSHRINK GROUT 3/4"ASTM F1554 ANCHORBOLTS WITH 6"LEG, EMBED 9"INTO CONCRETE 3" CLEAR 3"CLEAR SEE PLAN FOR FOOTING SIZE AND REINFORCEMENT BEAR ON FIRM AND UNDISTURBED SOIL PIPE/TUBE COLUMN )ON SPREAD EXISTING CONCRETE FOUNDATION WALL IF WALL IS CONCRETE MASONRY FILL SOLID WITH GROUT OR TYPE S MORTAR DOWN TO FOOTING. EMBED 6" MINIMUk HY150 ADHESIVE L EXISTING FOOTING WITH HILTI RE500 OR lNG @ TOP OF WALL, AND 32" O.C. VERTICAL SPACING. :W FOUNDATION WALL PLAN VIEW NEW WALL TO EXISTING WALL SCALE 1" = 1'-0" FOUNDATiON_I SECTION A EACH SIDE W-BEAM PER PLAN 1/4" INTERRUPT W.W M. AT JOINT ~ -"~]~ 2" X 3" C~NTINUOUS KEY CONSTRUCTION JOINT CONSTRUCTION JOINTS SHALL BE FORMED WHEN CONTINUOUS CONCRETE PLACEMENT IS INTERUPTED FOR 30 MINUTES OR LONGER INTERRUPTW.W.M ATJOINT SAWCUTI~ THE DEPTH OF THE SLAB MINIMUM SAWN CONTROL JOINT SAW CUT CONTROL JOINTS SHALL BE SPACED AT 2)( THE SLAB THICKNESS IN FEET (LE SLAB THICKNESS= 5", JOINT SPACING= 10') EACH DIRECTION AND SHALL NOT EXCEED 15' CONCRETE SLAB 6" GRAVEL OR CRUSHED STONE LYETHYLENE VAPOR BARRIER. SLAB ON G 'RiADE ELASTOMERIC SEALANT ~ PREMOLDED JOINT PER PLAN COLUMN FOOTING BELOW ISOLATION JOINT AT COLUMN (IF SPECIFIED ON PLAN) NOTE 1. ALL SLAB PANELS SHOULD B~E APPROXIMATELY SQUARE. THE LENGTH SHOULD NOT EXCEED 1.5 TIMES THE WIDTH. 2. SAWCUTCONTROLJOINTS,~SHOULD BECUTWITHIN 4-12 HOURS AFTER CONCRETE HAS BEEN FiNiSHED. IF RAVELLING OCCURS DELAY SAWING. DO~ NOT DELAY BEYOND 12 HOURS. 3. AT ISOLATION JOINTS, USE F~REMOLDED JOINT FILLER SUCH AS ASPHALT-IMPREGENATED FIBER SHEETING, COMPRESSIBLE FOAM STRIPS, OR OTHER APIPROVED MATERIAL 4. FILLING OF CONTROL JOINT~ WILL BE REQUIRED WHERE THERE ARE WET CONDITIONS, HYGIENIC AND DUST CONTROL REQUIREMENTS, OR CONSIDIERABLE TRAFFIC BY SMALL, HARD WHEELED VEHICLES. 5. SLAB ON GRADE SHALL BE PLACED IN A CHECKER BOARD PATTERN AS DESCRIBED BELOW OPTION 1 0NITHOUT CONTRO)L JOINTS): EACH SINGLE POUR AREA SHALL NOT EXCEED 900 SQUARE FEET AND EACH SIDE OF THE PANEL SHALL NOT EXCEED 30'~" IN THE LONGEST DIMENSION EACH SIDE OF THE PANEL SHALL HAVE A FORMED CONSTRUCTION JOINT OPTION 2 (~NITH CONTROL JOIINTS)' EACH SIDE OF THE PANEL SHALL NOT EXCEED 9 0'~)" IN A SINGLE POUR. EACH SIDE OF THE PANEL SHALL HAVE A FORMED CONSTRUCTION JOINT. SAWN CONTROL JOINTS SHALL BE LOCATED IN A RECTANGULAR PATTERN AS IDESCRIBED ABOVE 6, GRAVEL or CRUSHED STONIE SHALL BE PLACED ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95% OF MAXIMUM DENSITY AT THE OIPTIMUM MOISTURE CONTENT CONFORMING TO ASTM D-1557 INTERIOR SLAB ON GRADE SCALE 1" = 1'-0" SLAB ON GRADE_I 5/8" caP PLATE (2) 3/4" A325 BOLTS STEEL COLUMN PER PLAN (2) 3/4" A325 BOLTS 9/16" HOLE FOR 1/~" THRU BOLT TO TOP AND MID- HEIGHT OF COLUMN W-BEAM BEARING BUILDING DEPARTMENT REVIEW EDWARD STANLEY ENGINEERS LLC STRUCTUP. ES AND PRESERVATION Guilford, CT 06437 203-458-0210 Voice 203-458-0219 Fax AUSTIN PA~ i~RSON DISSTON ARCHITECTS, LLC Pro jet[ Ti[le WALKER RESIDENCE 290 TOWN HARBOR TERRACE SOUTHOLD, NY 11971-1130 Drawing Title Scale TYPICAL DETAIL SHEET A AS NOTED ProJect No Drawn By Dale 07037 11-16-07 M L K J H G F E D C B A 1 2 ,3 ~ 5 6 7 8 9 10 11 12 15 14 15 16 M L K J H G F E D C B A 1 1 2 I ~ I ~ I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 42 I ~ I MTS12 SIMPSON CS20 X 18" LONG STRAP TIES @ 16" C.C. ROOF RAFTER (SEE PLAN FOR SIZE AND SPACING) OPTION 4: OPTION 3: MTS20 LTP4 OPTION 2' LFTA OPTION 1. CS20 X 22" LONG ROOF RAFTER SIMPSON H2 (SHOWN) OR H5 @ EVERY RAFTER '~ WALL STUD 1. STEEL CONNECTORS BY SIMPSON STRONGTIE 2. CONNECTOR REQUIRED EVERY STUD 3. SELECT ONE OF FOUR OPTIONS SHOWN HIGH WIND - HIGH WiND - HIGH WIND - ~'~~~ ~-O~NNECTION TO WALL /~'IR~,, ~EiN FORCEM ENTTA!.L_ /'~IW~E-L~,, = ~,-o,, R~FO RCEM E NT aL~/SCA,~1"= 1'-0" HIGHWIND_2 S2~__~SCALE I = 1-0 DE_l~Hvv,,~u ~ S2~ SCALE :, H,GHWIND_~ 8d NAILS AT 3" C.C. EACH STUD FLOOR FRAMING PER PLaN 8d NAILS AT 3" C.C. EACH STUD AT 48"O C SIMPSON CS20 STRAP WRAPPED UNDER SILL PLATE / C O N C R ET~E~E~OUNDATJ_O N~ // ANCHOR BOLT PER STRUCTURAL NOTES WITH 3"X3"Xl/4" PLATE WASHER PRESERVATIVE TREATED SILL PLATE PER STRUCTURAL NOTES, S2 1 1. STEEL CONNECTORS BY SIMPSON STRONGTIE 2. STRAP REQUIRED AT ENDS OF WALLS AND AT 4'-0" C.C. 3. ALIGN STRAPS AT FLOOR LEVELS AND AT ROOF TO CREATE A DIRECT LOAD PATH 4. SELECT ONE OF FOUR OPTIONS SHOWN ~WIND - FLOOR CONNECTION HIGH WIND- ~V~L A~N-C-H-O RAG ~ SCALE 1" = 1'-0" H~C~W~,,~U,, BUILDING DEPARTMENT REVIEW 2 6 I 7 I 8 I 9 I 10 14 I 15 ] 16 EDWARD STANLEY ENGINEERS LLC STRUCTURES AND PRESERVATION Gu,ibrd, CT 06437 20345843210 Voice 203-458-02 ] 9 Fax AUSTIN PAl ~-RSON DISSTON ARCHITECTS, LLC 376 Pequot Aveflue, PJO. Box 61, Soulhpo~ CT 06490 (20~) 255-4031 -Fax (20~) 254-f~SO ProjecL TiHe WALKER RESIDENCE 290 TOWN HARBOR TERRACE SOUTHOLD, NY 11971-1130 E)rawing Title Scale TYPICAL DETAIL SHEET B AS NOTED DaLe 11-16-07 Projec[ No Drawn By 07037 Issued Drawing No 2,,3 M K G F E D C B A J L H