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34059-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA=RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33504 I~ate: 01/26/09 THIS C~TIFIES that the building ADDITION/ALTERATION Location of Property: 1205 MAIN RD (ROUSE NO.) County Tax ~ap NO. 473889 Section 35 Subdivision GREENPORT (STREET) (HAMLET) Block 1 Lot 25 Filed Map No. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 1, 2008 purs,,~nt to which Building Permit No. 34059-Z dated JULY 14, 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 CAFE EXPANSION TO AN EXISTING COMMUNITY CENTER AS APPLIED FOR. The certificate is issued to PECONIC LANDING AT SOUTHOLD (OWNER) of the aforesaid building. SUFFOLK COUN~"f DEpART~T OF HEALTH APPROVAL C10-07-0006 ~3.Rt-rKICAL c~TIFICATE NO. 126548C PLI~BEi~S C~RTIFIC_ATION DASD 12/15/08 THOMAS 9LARTIN 11/Ol/O8 Ol/O7/O9 Signature Rev. 1/81 JAH 23 2009 TOWN OF SOUTHOLD Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 LICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pm-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commemial $15.00 New Construction: b~ Old or Pre-existing Building: (check one) ' Hamlet Location of Property: House N~o.~ Street Owner or Owners of Property: Suffolk County Tax Map No 00, Section tSY :~- Block Lot ~7- ~- Filed Map. Subdivision Permit No. Health Dept. Approval://~/ Planning Board Approval: / Request for: Temporary Certificate Fee Submitted: $ SO. ~ Date of Permit. <~2~/~'~-~-~p Applicant: Lot: Final Certificate: (check one) (-~Appli~a~t signa~i~ Underwriters Approval: FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34059 Z Date JULY 14, 2008 Permission is hereby granted to: LANDING AT PECONIC 1500 BRECKNOCK ROAD GREENPORT,NY 11971 for : EXPANSION OF A COMMUNITY CENTER (CAFE) AS APPLIED FOR PER SCHD AND SOUTHOLD PLANNING BOARD APPROVAL. at premises located at 1205 MAIN RD County Tax Map No. 473889 Section 035 pursuant to application dated MAY GREENPORT Block 0001 Lot No. 025 1, 2008 and approved by the Building Inspector to expire on JANUARY 14, 2010. Fee $ 1,156.80 ORIGINAL Rev. 5/8/02 Town Hall, 53095 Main Road P.O, Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-18(/2 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No..~-~ (Please print) (Please pi iht) I ce~lify that tiao solder used in tl e \x, ra Cl St]l~l)l5 ';vslem contains less than 2,/10 of lg/o Icad, {]'lulnl}e s Sigq~ature) Notary P/tblic, FRANK V DALBA I~ pub~. 5tree of New Yod( Qualified tn Suffolk County Reg. No. 489199~ · ,, My C~rrnlssion Explre~ ~ - ~"' ~1 , 3an 21 2009 ~:38PM CELI ELECTRIC 631~882293 Issue Date 1/7/20~9 Electrical Inspection Certificate Ele~trical Inspection Service, Inc. Application Number 126545C 375 Dun'mn Avenue East Patchogue, NewYork 11772 {~31} 28~42 Issued To: Peconic Landing Street: 1500 Brecknock Road Village: Greenpo~ Zip: Section: Block: Lot: 11944 Town: Southold Contractor: Cell Electric Lighting (L) LIc.# 1022-E Was examined and found f.o be in compliance with the National Electrical Code. [~ Commercial [] Residential ~ NV Defects [] Pool [] let Floor [] Indoor [] Basement [] Hot Tub [] Dst. Garags [] Atflo [] 2nd Floor [] Outdoor [] Addition [] Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 20 15 56 12 4 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circuleto~ Smoke Detector Bell TrsnafotTner BIO Meter Amps Phase UG/OH JacuzZi Television CO Detector / Bldg. Permit: )ther Equipment 2-40 amp Spec. Circuits/12-20 amp Spec. .Circuits/2~Emergency/Exit Lts/12' Track/ C-Track Heads Hugo S. Surdi President Mahon Iii This certificate must not be altered in any mann~, Inspectors may be Identified by their c~edentJals, PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND January 20, 2009 PeconicLanding A~:ArthurLeudesdorf 1500 BrecknockRoad Greenpo~,l1944 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 JAN 21 2009 BI D6 DEN '~ f c'~t ~ LO Re: Final inspection Site plan known as Peconic Landing / Caf~ Addition SCTM# 1000-35-1-25 Dear Mr. Leudesdorf, The Planning Board is in receipt of your request for a final inspection dated January 13, 2008 for the above referenced application. As you requested, the Planning Board has inspected the site and has found that the work done to date is in accordance with the approved site plan and meets the conditions of the approval. Any future requested change to the site plan should include a copy of the approved stamped site plan noting the location of the requested change. If you have any questions regarding the above, contact me anytime. Thank you. Senior Planner Cc: Planning Board Jamie Richter, Town Engineer Mike Verity, Chief Building Inspector ARCHITECTS P.C January 23, 2009 BJDC~ DEPI, IOV~N OF Sg[!l}lOLg ~ Mr. Michael J. Verity Chief Building Inspector, Building Department Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Peconic Landing Additions & Alterations Community Center Certificate of Code Compliance Dear Mr. Verity: To the best of my knowledge, information and belief, I certify, based upon field review, that the work preformed on this project has been completed in accordance with the approved plans and that the work complies with the NYS Building Code and local regulations. Should you have any questions or comments, please do not hesitate to call. Very truly yours, Ashley McGraw Architects. Dominic LaPierre, AIA, LEED Principal CC.: Arthur Leudesdorf, Peconic Landing File 508 MAIN ROAD · P,O. BOX 595 · AQUEBOGUE, NY 17931 · PHONE:(631) 722-3511 · FAX:(631) 722-3859 · WWW. ASHLEYMCGRAW.COM New York State Departm~.,~ of Envlronfnental Conserva-On Division of Environmental Permits, 'Region One Building 40: SUN¥, Stony Brook, New. York 11790-2356 Phone: (631) 444-0365 · FAX: (631) 444-0360 Website: www. dec.state.ny.u$ Commissioner · Letter of Non-Jurisdiction. Freshwater Wetlands Acl June 18 2008 Peconic Landing at Southold 1500 Brecknock Rd Greenport NY 11944 Re: Peconic Landing at Southold 1500 Brecknock Road, Greenport DEC Application No. 1-4738-00174/00012 Based on the information you. have submitted, including the plans prepared bY Ashley McGraw dated 5/11/07 and last revised 12/3/07, the New York State Department of Environmental Conservation has determined that your proposed project to *construct an addition to the community center on the parcel designated SCTM No. 1000-035-01.25 is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law). Be advised, that all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if sUch are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, George W. Hammarth Deputy Permit Administrator KSW NYSDEC Bureau of Habitat Young & Young TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631),7~5-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMITNOf ~0~-? ~ Examined ~/~7 Approved Disapproved a/c BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Expiration ~ ns~oec ~ Mailto: Charles R. Cuddy, Esq. PO Box 1547, R±verhea~l , NY Phone: 369-8200 11901 tor APPLICATION FOR BUILDING PERMIT Date ~f,r'/7 fl o ,20 08 ~_ __~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date· If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, thc extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction o£buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Pecon±¢ Landing al: Soul:hold, Inc. ' ( S/gn~[mr~' ~f al~p li'~a/ff o r name, if a corporation) ~,,.._~\,?,,\'3., 1500 Brecknock R~ad Q .... pnr~; kW 11944 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder owner Nameofownerofpremises Pmeonic Landing at Southold~ Inc. (As on the tax roll or latest deed) If applicant is a corporatioj~fsijgnatCr~ o~duly authorized officer ecu (Name and title ofcorporat4oftfffer) Robert Syron, CEO Builders License No. Construct±on Consultants/L.I. Plumbers LicenseNo. # 2919P; Thomas Mart±n t'l_umb~_ng and Heating Inc. Electricians LicenseNo. It1022E ~ Cell Eleetr±¢al L±ghtlng Inc. Other Trade's License No. 1. Location of land on which proposed work will be done: 1_500 Brecknoek Road Greenport House Number Street County Tax Map No. 1000 Section Subdivision 35 Hamlet. ;~.~B~ck 1 ' Lot 25 .Filed Map NO. '~" ,"~ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Community Center b. Intended use and occupancy Community center with expanded cafe 3. Nature of work (check which applicable): New Building Addition X Alteration Repair Removal Estimated Cost $750,000 If dwelling, number of dwelling units If garage, number of cars Demolition Fee Other Work (Description) (To be paid on filing this application) N/A Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type o£use. 7. Dimensions of existing structures, if any: Front 323'-10 ½ "Rear Height 44'-0" Number of Stories one story _Depth 178 ' Dimensions of same structure with alterations or additions: Front 323'-10½" Rear Depth_ 190' Height 44'-0" Number of Stories one story (for 137 ft.) Dimensions of entire new construction: Front 323 ' -10 ½" Rear Depth 12 ' Height 44'-0" Number of Stories one story 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Hamlet Density 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO x 13. Will lot be re-graded? YES NO__Will excess fill be removed from premises? YES NO at Southold, Inc. Greenport, NY]][r~44 14. Names of Owner of premises Peconic Landing Address 1500 Brecknock Rd.Phone No. 477-3800 Name of Architect Ashley McGraw c/o Dominic AddressPO Box 595 ,Aquebogt[~hone No 722-3511 ext. 5274 Name of Contractor LaPierre Address Phone No. Construction Consultants 36 East 2nd Street, Riverehad 727-6604 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES x NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES x NO · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Robert Syron being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Chief Executive Officer (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo, j;n to before me thi~, ./,Aff,,/ _~ O day of 20 No, 5872225 rk °/c/ plicant Qualified I. 8uffo k County , Commlssion Expires December 31, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / INSPECTION [~] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]RRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: /~--~ .~~ ~/~ _~/~/~ - DATE~~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION []FIRE RESISTANT/~ISTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS.--/ J ~'; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. [ ]~JNDA~ [ ]INSULATION FRAMIN~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPEC? ION ] FOUNDATION 1ST [I/] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [~FRAMING / STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ~INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ..] IN~ATION [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT~ __CONSTRUCTION [ ] FIRE RESISTANT PE~NETRATION REMARKS:~,~."~ ~r~ ~_~ DATE '~ IO ~ INSPECTOR /~ //~/~ ./ . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ . ] FINAL ]FIREPLACE & CHIMNEY ~/~ FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [] ROUGH PLBG. FOUNDATION 2ND [] INSULATION FRAMING / STRAPPING [t, FINAL Y FIREPLACE & CHIMNEY [/~ FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ]~FIRE RESISTANT PENETRATION REMARKS: INSPECTOR ,/~'~~ ~ ~EPORT i FOUNbATION (1ST) DATE COMIvI~qT$ FOUNDATION (2ND) ROUGlil FRAMING & ENSI'oTbATION PER ~ Y STATE ENERGS' CODE ADDITIONAL CObI/VIENTS · TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631),7~i5-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net BUILDING PERMIT APPLICATION CI~ECKL'IST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval PERi~ITNO.' ~L~O~? ~ Survey_ Check Examined ~ ,20_~,~ Approved ~ , 20 Disapproved a/c Expiration ,20 - "-'B"uildi Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form C~ntact: Mailto: Charles R. Cuddy, Esq. PO Box 1547, Riverhead , N Phone: 369-8200 11901 [nspector ~,,.' V [ ~PPLICATION FOR BUILDING PERMIT Date ~f?q/f' :~ e~ 20 08 .... d INSTRUCTIONS ' a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of ~ssuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Peconic Landing at Southold, Inc By: al/tpli'~ name, ifa corporation) ,)/.~X0~'3' 1500 Brecknock RS/ad · ~re,,,,p,~,'r, NY 11944 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder owner Nameofownerofpremises paoanJc Landing at Southold, Inc. (As on the tax roll or latest deed) If applicant is a corporatio~.,~i, gnatt~r3~ or, duly authorized officer (Name and title ofcSrporatefof~er) Robert Syron, CEO Builders LicenseNo. Construction Consultants/L.I. Plumbers LicenseNo. # 2919P; Thomas Martin ~'Iumt>ing and Heating Inc. Electricians LicenseNo. #i022E ; Cell Electrical Lighting Inc. Other Trade's License No. Location of land on which proposed work will be done: 1500 Brecknock Road House Number Street Greenport Hamlet. County Tax Map No. 1000 Section Subdivision 35 3~:~ll~ek 1:..;~ ,,; ?or,! Lot 25 ,,[riled MaPlq& ':,,. ~'~ Lot State eXisting use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Community Center b. Intendeduse and occupancy Community center with expanded cafe 3. Nature :of work (check which applicable): New Building Repair Removal Demolition Addition x Alteration Other Work 4. Estima{ed Cost $750,000 Fee 5. N/A 9. Size o~lot: Front (Description) If dwel!ing, number of dwelling units If garage, number of cars 6. Ifbusifiess, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 323'-10 ½ " Rear Depth 178' Heigh{ 44'-0" Number of Stories one story Dimensions of same structure with alterations or additions: Front 323'-10½" Rear Depth 190 ' Height 44 '-0" Number of Stories one story (for 137 ft.) 12' DimenSions of entire new construction: Front 323'-10½" Rear Depth Height 44'-0" Number of Stories one story (To be paid on filing this application) Number of dwelling units on each floor Rear _Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Hamlet Density 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will 10t be re-graded? YES NO Will excess fill be removed from premises? YES NO '-- at Southold, Inc. Greenport, NY~4 14. NameJ of Owner of premises Peconic Landing Address 1500 Brecknock Rd.Phone No. 477-3800 Name !of Architect Ashley McGraw c/o Dominic AddressPO Box 595,Aquebogtl~hone NO 722-3511 ext. 5274 Name ~of Contractor LaPierre Address Phone No. i Construction Consultants 36 East 2nd Street, Riverehad 727-6604 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO x * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES x NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES X NO__ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk O Robert Syron being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heis the Chief Executive Officer (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this'application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo~n to before me this . ~~ ~'?~'Y SignatUre o~plicant ""~ P~blic ~''' 7/--) CHARLES R. CUDDY l'~o~,~., /JNotary Public, State of New York "~ NO, 5872225 Co Qualified In Suffolk County remiss on Expires December Ill, ~ , 19, 20,08 12:50PM construction consult&nts I.i. No. 0334 P. 2 New York State Insurance Fund ~Forktr$' C~ml~nsaflon & D~sablllty Benefits Specialists ,~t~e 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 1174¥-3129 CERTIFICATE OF WORKERS' COMPENSATION INSUR~CE CONSTRUCTION CONSULTANTS / L I IRC 36 EAST 2ND STREET RIVERHEAD NY 11901 POLICYHOLDER CONSTRUCTION CONSULTANTS / L IINC 38 EAST 2ND STREET RIVERHEAD NY 11901 )UL I 5 CERTIFICATE HOi. DER PECONIC LANDING AT SOUTHOLD 1500 BREC~NOCK RD. GREENPORT NY 11944 POLICY NUMBER J CERTIFICATE NUMBER 11046 0350 J 239154 PERIOD COVERED BY THIS CERTIFICATE I DATE 06/05/2007 TO 06/05/2009 J 6/18/200B THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 1046035-0 UNTIL 06/0~12009, COVERING 'filE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS~ COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW wrrH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATION~ OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED. OR CHANGED PRIOR TO 06/05/200a IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE. 10 DAYS WRI'I'rEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES ROT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GiVE SUCH NOTICE. THIS CERTIFICATE DOES NOT APPLY TO BUILDING DEMOLITION. THIS CERTIFICATE IS ISSUED AS A MATFER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUC:Y, U-26,5 NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWEITINS 1his certificate can be validated off our web site at htSps :/~nvw. nysiC cem/ced/cedval.asp or by Galling (888) 875-5790 V. AJ.IDATION NUMBER: 1031049408 OFFICE I~Oel STUDIO I me I STORE CORRIDOR OFFICE ® ® J AKCHIT[CTS, P.C 508 MAIN ROAD PLAN A101 PLAN Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road Mattituck, New York 11952 www.condonengineering.com 631-298-1986 Fax 631-298-2651 July 7, 2008 Mr. Damon Rallis Building Department Southold Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971 RE: Peconic Landing - Greenport, New York Dear Mr. Rallis: As requested, attached please find four copies of the revised plans for the above referenced project. The plans were revised as per our meeting on June 30, 2008 as follows: · The reference to the NYS Residential code was omitted on the nailing schedule on sheet S-201. · A Plywood Panel Window and Door Protection detail was added to sheet S-201. · The proposed trellis is designed to withstand a 120 MPH wind as required. · See attached letter regarding smoke detectors in HVAC ducts. · See letter from Dominic LaPierre of Ashley McGrew dated July 2, 2008 for the responses to the additional comments. In addition, the HVAC system was revised on sheets H-101 and H102. Smoke detectors are now proposed in the drop ceilings and additional pull stations were added to the fire alarm system on sheet FP-101. Please call me if you have any questions. Yours truly, Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road Mattituck, New York 11952 condonengineering.com 631-298-1986 Fax 631-298-2651 July 1, 2008 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 JUL 2-' Re: Peconic Landing Dear Mr. Verity: Section 606.2.1 of the Mechanical Code of New York State indicates that smoke detectors are required in return ducts in systems with design air flow greater than 2,000 CFM. The section also indicates that smoke detectors are not required when smoke detectors are installed in the areas served by the system. In the case of the Peconic Landing, the largest system in the affected area has a design flow of 2,000 CFM and the spaces served are also equipped with smoke detectors. Based on this information, no smoke detectors are required in the system ducts. If you have any questions please call me at 298-1986. Yours truly, ARCHITECTS P.C. July 2, 2008 Mr. Damon Rallis Plans Examiner, Building Department Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Peconic Landing Additions & Alterations Community Center Dear Mr. Rallis: We are writing to you in regards to the above project, and your recent meeting with John Condon of Condon Engineering. As there are a number of issues that require a response, we thought it best to review them individually. ~Submit Energy Code Compliance. .~p/r2oSpOnse: See attached for two (2) copies of COMcheck certificates, dated 8/08, signed and sealed. vide two (2) temporary doors at temporary enclosure and revise door swing. -4~esponse: See attached for revised drawing A-101, Revision 2, July 2, 2008, noting requested items. 3. Provide data on flame spread of miscellaneous interior finishes. Response: ~3A - See excerpt from specifications noting flame spread requirements for wainscoting. c/3B - See excerpt from specifications noting flame spread requirements for wood shingles. c~,C2 Interior fabric awnings shall be provided by Owner, and shall comply with Section 805, excerpt attached. 508 MAIN ROAD · P.O. BOX595 · AQUEBOGUE, NY11931 ~, PHONE:(631)722-3511 · FAX:(631)722-3859 · WWW.ASHLEYMCGRAW.COM LA~.. Confirm compliance with area limitations. Response: See attached for excerpt of Table 503, noting requirements. The code provides for area modifications with an automatic sprinkler system and/or frontage increase. Specifically the limitation of 6,000 SF can be increased by an additional 300% (506.3) for sprinklers. Therefore the area limitation, without frontage increased, is 6,000 SF + 18,000 SF = 24,000 SF. The existing Community Center fire area is 17,990 SF and the addition is 1638 SF. The proposed actual fire area would therefore be 19,628 SF. This is less than the .~Cllowable. onfirm plumbing fixture quantities. Response: See attached for Table 2902.1 noting requirements. Community Center's stated occupancy is 428 occupants. Please note, occupancy is unchanged with addition. Therefore: Required Provided Water Closets Male 3 8 (incl. urinals) Female 3 8 Lavatories 3 15 Drinking Fountain 1 1 Service Sinks l 2 6. Provide copy of the Suffolk County Health Department Approval. Response: Peconic Landing to provide under separate cover. 7. Provide copy of Greenport approval regarding sewage. Response: Peconic Landing to provide under separate cover. 8. Provide for miscellaneous M/E/P/S items. Response: Condon Engineering to provide response under separate cover. Should you have any questions or comments, please do not hesitate to call. Very truly yours, Ashley McGraw Architects, P.C. Dominic LaPierre, AIA, LEED AP Principal Cc. w/Enclosures: Arthur Leudesdorf, Peconic Landing Cc: John Condon, Condon Engineering PECONIC LANDING DIVISION 7 THERMAL & MOISTURE PROTECTION 3. WORKIvIANSHIP a. All surfaces to receive sealant shall be clean of all foreign matter. All surfaces shall be properly cleaned before application of sealant (i.e.) xylol or similar solvent shall be used to remove any film from metal surfaces and masonry surfaces shall be brushed or air jet cleaned. b. No sealant shall be applied to damp or frosted surfaces. Sealant may be applied at temperatures below 40°F. only after approval from the Architect. 07.08 VAPOR BARRIER (BELOW GRADE) a. Provide and install a 6 mil plastic vapor barrier below poured interior concrete slabs - typical throughout. 07.09 WEATHER BARRIER (BEHIND SIDING) a. Install behind siding Dupont Tyvek Commercial Wrap as per manufacturers specifications. Use//4 nails with caps, 2 inch diameter plastic cap fasteners. Use sealants and adhesives as recommended by weather barrier manufacturer. b. Seal seams with seam tape at all vertical and horizontal overlapping seams. 07.10 PVC EXTERIOR TRIM To match existing. 07.11 PVC SOFFITS 07.12 a. Match existing soffit vent detail. SIDING Exterior siding shall be prefinished Fiber-Cement shingleside, straight edge panel, as manufactured by James Hardie. Color to match existing. Install with exposure to match existing. Nails shall be galvanized steel, ring shank of sufficient length to penetrate wood a minimum of 1". Installation shall be per manufacturer's instruction. Install over weather resistive membrane as recommended by manufacturer. Interior wood shingle siding shall be doubled at the base, spaced apart approximately ~A", joints in any one course shall not be less than 1-1/2" away from joints in adjacent courses. Shingles shall be Red Center, Certigrade No.l, Class B shingles with red Certi-Guard label, Blue Label, 16" long, 6" to weather, custom stained. Page 4 of 4 PECONIC LANDING DIVISION 9 FINISHES 1 st Coat Latex Quick-Dry Primer 2nd Coat Regal Aquapearl Enamel 3rd Coat Regal Aquapearl Enamel Interior Woodwork (All interior doors, door and window trim) 1st Coat Minwax Stain 2nd Coat Semi-Gloss Polyurethane (Lightly sand between coats) 3rd Coat Semi-Gloss Polyurethane £ Interior Metal I st Coat Iron Clad Retard-X Rust Inhibitive Latex-Primer 2nd Coat Regal Aquaglo FIREPROOF ADDITIVES AND TREATMENT 1. The wainscoting and base are to be treated with an additive to the paint for these surfaces to develop a Class "B" or 26-75 Flame Spread rating for these surfaces. 2. Flame Spread Paint Additive: A powdered additive shall be added to the interior latex paint as manufactured by Hy-Tech, PO Box 216, Melbourne, FL 32902 (1-866-649-8324) as specified by the manufacturer. 3. Flame Spread Stain Treatment: Provide for fire retardant varnish as manufactured by Flame Control Coatings, LLC, 4120 Hyde Park Blvd., Niagra Falls, NY 14035 (716-282-1399), as specified by the manufacturer. 4. The Contractor shall so certify from the manufacturer listed that these surfaces will obtain the rating as listed above. 9.04 CARPETING Carpeting shall be furnished and installed by owner. 9.05 ACOUSTICAL TREATMENT A. Scope 1. The work under this headline shall consist of furnishing all labor, materials, equipment, and appliances necessary or required to furnish and install Acoustical Treatment, but not limited to the following: Page 8 of 10 INTERIOR FINISHES 803.7 Expanded vinyl wall coverings. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials and their use shall comply with Section 803.6. Exception: Expanded vinyl wall or ceiling coverings com- plying with Section 803.2 shall not be required to comply with Section 803.1 or 803.6. 803.8 Insulation. Thermal and acoustical insulation shall comply with Section 719. 803.9 Acoustical ceiling systems. The quality, design, fabrica- tion and erection of metal suspension systems for acoustical tile and lay-in panel ceilings in buildings or structures shall c~form with generally accepted engineering practice, the pro- v~s~ons of this chapter and other applicable requirements of this code. 803.9.1 Materials and installation. Acoustical materials complying with the interior finish requirements of Section 803 shall be installed in accordance with the manufacturer's recommendations and applicable provisions for applying interior finish. 803.9.1.1 Suspended acoustical ceilings. Suspended acoustical ceiling systems shall be installed in accor- dance with the provisions of ASTM C 635 and ASTM C 636. 803.9.1.2 Fire-resistance-rated construction. Acousti- cal ceiling systems that are part of fire-resistance-rated construction shall be installed in the same manner used in the assembly tested and shall comply with the provi- sions of Chapter 7. SECTION 804 INTERIOR FLOOR FINISH 804.1 General. Interior floor finish and floor covering materi- als shall comply with this section. Exception: Floors and floor coverings of a traditional type, such as wood, vinyl, linoleum or terrazzo, and resilient floor covering materials which are not comprised of fibers. 804.2 Classification. Interior floor finish and floor covering materials required by Section 804.5.1 to be of Class I or II ma- terials shall be classified in accordance with NFPA 253. The classification referred to herein corresponds to the classifica- tions determined by NFPA 253 as follows: Class I, 0.45 watts/cm2 or greater; Class II, 0.22 watts/cra2 or greater. 804.3 Testing and identification. Floor covering materials shall be tested by an approved agency in accordance with NFPA 253 and identified by a hang tag or other suitable method so as to identify the manufacturer or supplier and style, and shall indicate the interior floor finish or floor covering classifi- cation according to Section 804.2. Carpet-type floor coverings shall be tested as proposed for use, including underlayment. Test reports confirming the information provided in the manu- facturer's product identification shall be furnished to the code ,enforcement official upon request. 804.4 Application. Combustible materials installed in or on floors of buildings of Type I or Il construction shall conform with the requirements of this section. Exception: Stages and platforms constructed in accordance with Sections 410.3 and 410.4, respectively. 804.4.1 Subfloor construction. Floor sleepers, bucks and nailing blocks shall not be constructed of combustible mate- rials, unless the space between the fire-resistance-rated floor construction and the flooring is either solidly filled with approved noncombustible materials or fireblocked in accordance with Section 717, and provided that such open spaces shall not extend under or through permanent parti- tions or walls. 804.4.2 Wood finish flooring. Wood finish flooring is per- mitted to be attached directly to the embedded or fireblocked wood sleepers and shall be permitted where ce- mented directly to the top surface of approved fire-resis- tance-rated construction or directly to a wood subfloor attached to sleepers as provided for in Section 804.4.1. 804.4.3 Insulating boards. Combustible insulating boards not more than 0.5-inch (12.7 mm) thick and covered with approved finished flooring are permitted, where attached di- rectly to a noncombustible floor assembly or to wood subflooring attached to sleepers as provided for in Section 804.4.1. 804.5 Interior floor finish requirements. In all occupancies, interior floor finish in vertical exits, exit passageways, exit ac- cess corridors and rooms or spaces not separated from exit ac- cess corridors by full-height partitions extending from the floor to the underside of the ceiling shall withstand a minimum criti- cal radiant flux as specified in Section 804.5.1. 804.5.1 Minimum critical radiant flux. Interior floor fin- ish in vertical exits, exit passageways and exit access corri- dors shall not be less than Class I in Groups I-2 and I-3 and not less than Class II in Groups A, B, E, H, I- 4, M, R- 1, R-2 and S. In all other areas, the interior floor finish shall comply with the DOC FF-1 "pill test" (CPSC 16 CFR, Part 1630). Exception: Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3. I. I, Class II materials are permitted in any area where Class I materials are required and materials complying with DOC FF-I "pill test" (CPSC 16 CFR, Part 1630) are permitted in any area where Class II mate- rials are required. [Fl SECTION 805 DECORATIONS AND TRIM 805.1 General. In occupancies of Groups A, E, I, R-1 and dor- mitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with Section 805.2 and NFPA 701 or noncombustible. In Groups l-1 and I-2, combustible decorations shall be flame retardant unless the decorations, such as photographs and paintings, are of such limited quantities that a hazard of fire 154 BUILDING CODE OF NEW YORK STATE development or spread is not present. In Group 1-3, combusti- ble decorations are prohibited. 805.1.1 Noncombustible materials. The permissible amount of noncombustible decorative material shall not be limited. 805.1.2 Flame-resistant materials. The permissible amount of flame-resistant decorative materials shall not ex- ceed 10 percent of the aggregate area of walls and ceilings. Exception: In auditoriums of Group A, the permissible amount of flame-resistant decorative material shall not exceed 50 percent of the aggregate area of walls and ceil- ings where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1. l and the material is installed in accordance with Section 803.4. 805.2 Acceptance criteria and reports. Where required to be flame resistant, decorative materials shall be tested by an ap- proved agency and pass Test 1 or 2, as appropriate, described in NFPA 701 or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the code enforcement official upon request. 805.3 Foam plastic. Foam plastic used as trim in any occu- pancy shall comply with Section 2604.2. 805.4 Pyroxylin plastic. Imitation Ieather or other material consisting of or coated with a pyroxylin or similarly hazardous base shall not be used in Group A occupancies. 805.5 Trim. Material used as interior trim shall have minimum Class C flame spread and smoke-developed indexes. Combus- tible trim, excluding handrails and guardrails, shall not exceed 10 percent of the aggregate wall or ceiling area in which it is located. INTERIOR FINISHES BUILDING CODE OF NEW YORK STATE 155 GENERAL BUILDING HEIGHTS AND AREAS TABLE 503 ALLOWABLE HEIGHT AND BUILDING AREAS Height limitations shown as stories and feet above grade plane. Area limitations as determined by the definition of "Area, building," per floor. TYPE OF CONSTRUCTION TYPE I TYPE II TYPE III TYPE IV TYPE V A B A B A B HT A B A-I S UL 5 3 2 3 2 3 2 I ForSl: I oot=304.Smm, lsquarefoot=0.O929~ix-. UL = Unlimited, NP = Not permitted. a. As applicable in Section 101,2. l b. For open parking structures, see Section 406.3. c. For private garages, see Seclion 406. I. 68 BUILDING CODE OF NEW YORK STATE CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL 12901.1Scope. The provisions of this chapter and the Plumbing Code of New York State shalI govern the erection, installation. alteration, repairs, relocation, replacement, addition to, use or maintenance of plumbing equipment and systems. Plumbing systems and equipment shall be constructed, installed and maintained in accordance with the Plumbing Code of New York State. [P] SECTION 2902 MINIMUM PLUMBING FACILITIES 2902.1 Minimum number of fixtures. Plumbing fixtures shall be provided for the type of occupancy and in the mini- mum number shown in Table 2902.1. The number of occupants shall be determined by this code. Occupancy classification shall be determined in accordance with Chapter 3. TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.2 and 2902.3) WATER CLOSETS DRINKING (SEE SECTION 2904.2 OF THE FOUNTAINS PLUMBING CODE OF NEW (SEE SECTION YORKSTATEFOR URINALS) LAVATORIES 410.10FTHE BATHTUBS PLUMBING USE OR CODE OF NEW NO. CLASSIFICATION GROUP DESCRIPTION MALE FEMALE MALE FEMALE SHOWERS YORKSTATE) OTHERe Theaters usually with fixed seats and other I service A-1 buildings k~r the I per 125 I per65 I per 200 I per 500 peHk~rming arts and sink motion pictures Nightclnbs, bars. tavems, dance hails service 4 ~ and buildings tbr I per40 I per40 I per75 -- I per 500 sink A2[ similar purposes Restaurants, banquet service halls and food courts I per 75 I per 75 I per 200 -- I per 500 sink Auditoriums without ermanent seating, art alleries, exhibition service halls, museums, I per 125 I per 65 I per 200 -- I per 500 lecture halls, libraries, sink A-3 arcades and Assembly gymnasiums I see Sections Passenger terminals 2902.2, 2902.5 and and transpurtation I per 500 I per 500 I per 750 -- I per L000 I service 2902.6) l~cilities sink Places of worship and :)ther religious I service A~3 ~ervices. Churches I per 150 I per 75 I per 200 I per ~vithout assembly sink BUILDING CODE OF NEW YORK STATE 521 20S6S9l~£9~ IdB0 5NI0]I~80]OHI~OS ~£:0~ COMcheck$oftware Version 3.5.3 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Repo~ Dar/: 07/1/,/08 Ol~a fllellame: O.9Pe¢~11c Landing,S42 Pecoflic Lam:ling at So~h<~N:~:umenl~peconlc landing revt.cck Section 1: ProJect Information ~ Ty~: Addltloa Project Title: Pe=onic Landing Community Center ~on and Alteration Owner/Agent: Pece~lc tJndlng Pmoni~ Landing 1500 ~o~ Suffolk, Nme Ym'k 1tb 715 28% 1638 Deaigner/Contrac~or. Az. hley McGraw A~hE~ PC ~ ~in R~ 631 7~ 3511 ' ' 8action 3: Requirements Checklist Clim&l~gpeClflc Requirementl: Component ereel~ Ar~a ~ Cont. propo~d Budget orPer[met~r R-¥Wt~ R-VaI~e U4~aetor U.F~tor le~o~ 1: AtUo Roof w~th Wood Joists 1638 ~,0 0,0 0.~ 0.~9 ~ 1; ~m~, 18~ o.c. 10~ 21,0 0.0 0.~2 0.~0 ~ 1: ~ F~me~ble ~n$, ~r. SH~ 0,~ 160 ~ 1; Giro. ~, SHGC 0.~ 140 -- -- 0.~ ~ 1; Sla~.Gr~e:~, ~12 ff, 11 t ~ 10,0 -- -- (.) ~ U~ ~ U~ f~ ~m ~llne ~afl~ ONLY, a~ am ~ ~e ~uimm~. Air L~ka~e, Compo~ C~cMion, and Vapor ReOrder Requiremen~: ~ 1. ~ ~ end ~ne~ am mu~, ~. ~a~-~p~, m o~ ~. ~ 3. ~t ~v~u~ & U.~ra ~ ~ ~ifl~. ~ 7. ~d~l~~are~l~. Project Title: Pe~nic Larding Communiby Cente~ Addlflo~ a~d Nteration Repod dote; 07/1~V08 ~$te filetlame: 0.",~ ~-~ C I..andi~g~0642 Peconio [.anding at ,.~ cum ent ~'ko e~o~i~, lar~ilm] revl,cck P=~n,~ '; ,~ 7 ~O0/7.01~d aeZ,1~.OL 1~007, l~L In?' Gql~£ZTJ L~A x~4 /~B}t~.9~ iqgH.q~ Pmjeot TRte: Peeortlc L~ndlng Community Ce~ter AxldlflO~l and Alteration Rel0Ott date: 07/I 4/08 Oats I~teflame: O:g:~x~¢ Lending~0642 Pecenl¢ Lending at 8outhc~k~'~)ocu men~s~e~:x~ni~ landing revt.cc~k Page 2 of 7 ~OS6Sgt~E9T ±dBO 9NIO]I~8 050H/OOS ~-P:O~ 800~-~-J-0 'jJ&a~L COMcheck 8o.ftw.are Version 3.5.3 Interior Lighting .a..nd Power Compliance Cert,flcate 2007 New York Energy Conservation Construction Code Repod Date: 07114/O8 Data fliename: O:LOecon~ Landing~0642 Pe~onic Landl~j at gout hol~Documents~oeconic lending revl.ccl( Section 1: Project Infomtation I~roject Type: Addition PnY~ect TrUe: Peoonic Lending Community Center Addition and ARemtion 1500 Brecl~oc~ ROad gree~pod, NY 11944 Permit No. pending Pem~t Date: pe~llng Owner/Agent: Peoo~io Lending Pmonlc La~.~i~g t~00 Breckno~ Road Gree~Pod, NY 11944 631 477 3800 Dasigner/Contracto¢: Ashley MoGraw ArchRects PC 508 Main Road PO Bo~ 59~ Aquebogue. NY t1~31 631 722:3511 Section 2: General Information Bu?~;~-~ (.lee C)~p6o~ by:. ~ Type ~ {;l~r Ama Dining ~638 Section 3: Requirements Checklist Interior Lighting: O 1. TotalpeePm'~:~watt6muatbehl~(~thanorequat to t:dat allowed watts. Allowed W~ Pm~ W~ Com~ 1474 0 YES ~ 2. ~SW~orl~M~. ~ UgMing: ~ 3. ~ g~ ~n ~ ~m~. ~1~ ~g ~no ~m~ ~hi~ ~; ~; ~ ~ ~ ~ng; ~ I~ ~ng. CO~, S~hing, and ~dng: ~ 8. I~u~lingu~~r~. ~ 7. ~ ~ ~ ~ a ~ual ~l ~ p~e unl~ N~t ~u~ ~ ~ I~ 50%. O~ ~e ~mi~ire in ~; ~ ~ ~ a ~, ~, r~, ~ic ~y ~s ~t u~ ~s man 0.6 Tire; Pe~c~lc Landing Community Ca. er Aclditio~ and ~m~ "* ~ -'~ COMcheck Software Version 3.5.3 Mechanical Requirements Description 2007 New York Energy Conservation Construction Code ~ Date: Data ~ename: O~Peeonic Landir'~0~2 Peconl¢ Landing at Sou~ o~J~Oocumants,,peco ni~ landing my1 ,cck Report date: 07/14/08 ~OSBSeZ~£gZ ±aaa ~NIOqlB80qOH£BOS g£:0~ COMcheck Software Version .3.5.3 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code RepOrt Date: 0)11 ~ Data fllename: O.~P~lc Landing's0642 Peeonio ~ndthg at ~out ho~d~Documenta~pe~nic landing mvl.o~k Section 1: Project Information Pro~ Type: Addition Pr~e~ Title: Peoo~ic Landing Community Cel~tar Addition and Alteration C,o~t~ction Gme~ooft, NY 11944 ~ No. pending Permit Date: per~i~ Ow~erlAgent: Peconic Lafldtn9 r'n:x~ie Landing 1500 Bre~ Road Greeflport. NY 11~44 63t 477 3800 Section 2: General Information Building t.e~a0~t (f~- weather dam): 8uffol~, New C~; flb Heating Degree Da~ (base 65 degreel F): Ce~dlr~ Degree Day~ (bal,~ 65 degrees F): Section 3: Mechanical Systems List Section 4: Requirements Checklist Project T~: Peeerdc Landthg Community Ce~.er Additlo~ and Allaration Data Ill,tame: O.'~Peco~lc Laf~ding'~0642 8oo/Jn~ Report date: 07114/08 ~0S6S9l~£9~ idBO BNIOqI~]8 O]OH/F]OS ' ~1]~'~ COMcheck Software Version 3.5.3 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Report Date: Data flle~ame: o~:~=ic Landing~)642 Peconic Landing at Soufl~k:RDooumentatpooon~c landing revl.ock Section t: Allowed Lighting Power Calculation B C O Fl~e~- Ama Allewed AllOWed Watts ~) waual~ (l~xc) 1838 0.g 1474 Total Allowed Watts = 1474 Section 2: Proposed Lighting Power Calculation A B C 0 ~xtumlD:Del~,Hl~fllLa~laJWat~e~ePerLamplBatlaM Laml~ #ef fixture (CXD) Fixture Flxtu~ Watt. Section 3: Compliance Calculation TOtal Proposed Watts = 0 If the Tot~ Allowed Watts minu~ ftm Total Propo~d Watts is gream'lhan or equat to zero, the I~Jilding ~mplie~. Total Allowed Watls= 1474 Total Proposed Wat~ = 0 PrG]~cI: Corn ~iBrgc~ s 1474 PmJe~ Tilte: Peem~ Landing Commurn~y Cen~er AddMon and ~ ~e: O:~c ~n~2 ~lo ~1~ m 8~m~p~c la~mg mvl,~k flflo/flfl~ meE~:OL Rflfl~ 9L inr figfl~Z~iLE9 xed Re~o~ date; 071t4/08 n 8, ~ ling ~ ~ ~ buil~s I~r ~an 5.~ ~.ff. ~ 9. ~lla~l time ~h ~ ~' I~h~. ~ ~d~ ~r 24 h~r u~. ~ h~e~ ~1~; Lumi~l~ ~ e~W ~i~ ~ ~ no a~i~b~ pair, ~ 11.T~ m~ mi~mum afficl~ ~ in Table 805.6.1 ~ ~5.6.2. b£:0~ 800~-b~-~0 Pmj~ Title.' Peeonlc Landing Comrn~nity Center Additk~ end A~b~mlk~ Data IIl~me: O:,.~..,~ic Lendl~l:l'~42 Pe~onic Lendino ~t ~4J~ument~mr~l~l~r~llnn my1 .~-~ r~.,-~ · ~ 7 2008 12:50PM construction consultants ].i, No. 0334 P. 3 /ACORD~ CERTIFICATE OFLIABILITY INSUflAN ~ ~ I .,,,.,...~ I _ _ I ONlY AND OONFERG NO RIG~S UPON THE C~ICATE I S~Zkw~. zn=, I HOLDER THIS CERTIFICATE DO~ NOT AMID, ~END Off I ~. o, ~; ~8 CO~s~o ]N6.UREI~ AFFORD|No COVgI~A~E __ ROLICiES AGGREGATE L~ITS ~NOWN ~Y HAVE B~EN REDUCED BY PAID C~AIM~. 20.08 /2:50PM consJruc[ion consult nEs 1. i. uu.a~ ~.,~ o~1 ~4u ~a~ UUYU~A~ BZ u~X~N C0~ CERTIFICATE OF LIABILITY INSURANCE PRODUCER Coverage by Da$ign P.O, I~ox 186 Welt lill~, ~ 11795 Phone (631)64~7gg9 F~ (~1)~g3~ ~u~ Cons~li~n Consul[an~lL.I. 36 E~t 2nd St. RNe~ead, ~ 11g01- IN&UREI~ AFFORDING COVERAGE INSURE~ A: QBE IYla. CD. No. 0334 P. 4 ~ooo2/0ooa DAm THIS CER~IRCATI~ IS IBSUED AB A MATTER OF INt~bRMATION ONLY AND CDHFERB NO RiGHTJ UPON THE CERTI~IP..ATE HOLDER, THIS DI;R~IFIOATE DOES HOT AMEND, EXTEND OR ALTER'I'HE COVERAGE AFFORDED BY THN P~! I~ .'; BELOW. NNC# INSURER~: RLI Ins. CO. INeURER C: IN~URER D; INSURER E: COVERAGES INSURER F: THE POLI~iI~I OF IN,~;URRNOE LISTED ~VE SEEN I~UED TO ~E INSU~D N~ED ABOVE FOR THE P~CY PERIOD INDIteD, N~A~ING ~Y PERTh. ~E ]NEU~N~E ~RD~ W THE ~LICIM DESCRieD HERE~ r8 8UB~EOT TO ~L ~g ~S, ~OLU~ION~ ~D OoNomoNs OF SUCH ' ~VE BE~ R~UG~ By,p~O C~. GE~ ~1~ ~H O~URREN~ ~,000.0~ ~ ~ERC~L GENE~ L~BI~ HBG01292.2 08/14/07 08114108 PR~I~ (~ ~1 ~ Con~c~al Ua~l~ GENE~LAGaRE~ gEN~ AGG~TE ~ APPLI~ PER ~ODU~ - CO~/OPA~ 2~000,00[ AUTOMOBI~ ~IL~ ~lN ED SINGLE ~T ALL ~NED AUTOB ~DILY (N JURY S~EDU~D A~S ~er BO~Y INJURY NOH ~O A~08 ~ PROP~ ~E ~ A~A~O O~ER T~ ~ ONLY: ~ OCCUR ~ C~IMS~DE AOORE~7E 10~0~00D Umb~lla Fo~ DEDUCIBLE ANY P~PRIET~ I P~NER / ~C~IVE El I OFFICER I ~DER ~gLUDE~ , * ~BPEC~ PRO~IO~8 ee~ '~L e~e. eou~ LThe ~Uifi~te holder Is d~lgna~d as an additional Insured in regals to general llabili~ as petwd~n ~n~a~ or agreemenC CERTIFICATE HOLDER Peoordc Lan(ling RI $outhold, InD. 1500 Bmeimoek Road Orasnport, NY I1944 CANCELLATION BHOULD ANY OF 114E ABOV; DF. JCRIJED POLI~IRe BE SAN~F,.LLED BEFORE '11,1B EXPIRATION DAlE THEREOF, 1HE I~UING #~URER WILL BNDF.~VOR TO MA~L 0~0 DAYS WRIl't~l NOT1CE TO THE CBR/1FIr, ATE HOLDER NAMED TO I~IE Lrd;T. SUT FAILURE TO DO $O SHAI.~ IMPOSE NO URIJBA11ON OR MABILITY OF ANY KIND UPON THE ]NIURJi~ I1~ AnjNTe OR REpRF..SE?~AT/VE~ .AUTHOF,~n aEPR~ENTAllV~l ~ AOORD C(~'RPORA?ION t!11 ACORD 2~ (2~at/08) GP r'9. 2008t 12:51PMz ~cons[ruction consultaq!s._]._i.:.~.~ e~ No. 0334 P 5 f~'uuu3/ooO~ IMPORTANT If the certificate holder is an ADDITIONAl. INSURED, the pollw(/es) must be endorsed. A statement on this certificate doss riot confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION I$ WAIVED, subject [o the terms and conditions of the polio, certal~ I~licies may mquire an endorsement. A statemenl on thi; cerUficate does not confer rights to the certificate holder in lieu of such endorsement(s), DISCLAIMER The Certificate of Insurance on the mveme side of this form does not constitute a contract between the issuir~g insurer(s), authorized representalive er producer, and the cartiticate holder, nor does it a~irmatively or negalively amend, extend or alter the coverage afforded by the policies listed Ihemon, Jan. 9, 2009 FROM : MODERN OASIS construction consultants 1.;, No. 1910 P. 1 FHUN~ NU, : 1 bi6 928 8519 JHm. o9 20~ 04:46PM Pi T0:16~1~5~874 P.l/i R & O ENGINEERING, Ii 'C°. 64-07 102 Street, Raga Park, NY 11374 (718) January $, 2009 Mr. Chriatopher Oord~lln Modem Oasis Awnings, Inc. P.O. Bok 970 Ea~t'por[, N.Y. 11941.09~o 1t~ Peconlc Landing Dear Mr, Christopher Gordella In follow up of my Images review related to the above referenced projeot tbr alt~mintlm canopy, the following infommtion is oft~d Fur your use, It eppenlra fron'~ my walk through obsgrvat|ona, that items apparent were metalled one,la;eat w~th the design intent. Thank you For allowing us tho oppo~uni~ to ~si~I you in th* ~aeoo;~[ o~m~lotlon or'your project. Should you have any questions togardlng tho above, do not hesitate to nail ~ (718) 793-8345 Robert Nasimov, P.E,, ,;~n, ~. 2009 4:46PM construction consultants 1, i, ~RaM : MaDERN O~SIS i~C PHa~e Na, : Z St6 928 Z~Z9 PECONOC LAIVDING COMIVIIyNITY CENTER~ GR.EtiNPORT PRO,iF. CT DESIGN SUMMARy DELUXE PERGOLA SYSTEM (F~E STANDiNQ), C-009 "CLOSED" Type No, 1910 P. 2 ~N. 09 2009 O4:46PM P2 l~vkv,' of canopy sy~m based on Now York Slate Buildh~ Code · Design De~d Lo~d of Canopy Fahrio and Sh"ucte~ 1.0 psf(osmned) - Minimmn Dcsigrl Live Loaa -- 34,0 psi Snow Load (per ASCt~ 7) · I~sign Wind Loads Cldoula~cd p~ ~C8E 7, a~ requirc~ by New Yo~k Bu}lding Code,. Wind [o~ds b~scd on do's{g~t whld sp,~e.4 v 120 mph * hnpo~mnce factor ! -- 0.9 ~r slructuros which repmmnt a low hv,:~ard ia human life in tt~o evet~t 0fikiiure. * Compoilgllts &: Cladding Design Wind Pres~are -- 28.2 psf · lYe,gu Wlud i~orCeR~isttug Symi~ms -- 19.4 psf . Analysis 0fStructur~ ba~l on Allowable S~r~ D.ig~ (ASD) , Allowd~Io Str~__~-_ b~l on Spe~iticafio~ for Aluminum 8 ,t;raciur~ (publlsll~ by ~h~ Aluminum .~.ssoohuion) , · Alumhmum Type .~00S-T5 Exu~ion~ Maximum allowable sban o£C-O09 aCLO$1~D" Track · 17.73' allowabl~ span bs.s~l on loading combination D~d Load plus LI~ Load · slandard oa. uopy h~lght of $ '-0" assumnd 4"x4"wcodpostmastbeutilizeda~co]umninsert.min~mumgrad~lumber H~m Fir ~ · 33'qOl/4"x12'-71/4"canopysizesareokay oap~ity of C-009 "CLOSED" u~k is bused on selfwei§kt oflra~k plus dead load oir~ir~;t~d ~anopy fabriv · retracied canopy fabric is not sUsceptibl~ ia wind load · C-0O9 "CLOSF2B" Traek will safely suppori Ihe minimum design loads applied' ~o thc str~cture as ~equired by New Y~rk ~ia~ Codu a~d .~.R-7 PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Choir KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND August14,2007 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Mr. Bruce A. Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932 Re: Proposed Site Plan for Peconic Landing Cafeteria Addition Located on the n/s/o NYS Route 25, 1,121' e/o Sound Road, in Greenpont SCTM#1000-35-1-25 Zoning Districts: Hamlet Density (HD) & Residential-80 (R80) Dear Mr. Anderson: The Southold Town Planning Board, at a meeting held on Monday, August 13, 2007, adopted the following resolutions: The final public hearing was closed. WHEREAS, this amended site plan is for the proposed construction of a 1,650 sq. ft. addition to the existing Community Center Caf~ area, new outdoor terrace and 17 land-banked parking spaces at the Community Center on a 145.01-acre parcel in the HD, R-80 Zones located on the n/s/o NYS Route 25, 1,121' e/o Sound Road, in Greenport. SCTM#1000-35.1-25; and WHEREAS, Peconic Landing is the owner of the property located on the n/s/o NYS Route 25, 1,121' e/o Sound Road, in Greenport; and WHEREAS, on December 5, 2000, the Southold Town Planning Board approved a site plan with 118 single-family detached cottages and 132 apartments units, a 24-unit assisted living center and a 32-bed skilled facility with supporting amenities along with other site improvements and authorized the Chairperson to sign the map on December 4, 2000; and WHEREAS, on August 11, 2003, the Southold Town Planning Board approved an amended site plan for a new 25-car parking lot near the Community Center; and WHEREAS, on May 17, 2007, the agent, Bruce A. Anderson of Suffolk Environmental Consulting, Inc., working for the applicant, Peconic Landing, submitted an amended site plan application for approval; and WHEREAS, on May 21, 2007, the Southold Town Planning Board held a Work Session and accepted the application and requested additional information to be submitted from the agent, Suffolk Environmental Consulting, Inc.; and Peconic Landinq Cafeteria Addition Pa,qe Two _August 14, 2007 WHEREAS, on May 24, 2007, the Architectural Review Committee reviewed the associated site plan materials and approved the plans for expansion as submitled and the Southold Town Planning Board accepted these comments for approval; and WHEREAS, on June 1, 2007, the New York State Department of Environmental Conservation responded after review that, if the proposed project is located within 300' of the tidal wetlands boundary, a Tidal Wetlands Permit is required and the Southold Town Planning Board accepts this as a condition of approval; and WHEREAS, on June 13, 2007, the Southold Town Building Department issued a Notice of Disapproval indicating that the proposed construction requires site plan approval from the Southold Town Planning Board; and WHEREAS, on June 25, 2007, the Southold Town Building Inspector reviewed and certified the site plan with "the proposed use is permitted in this HD District" and the Southold Town Planning Board accepts this for approval; and WHEREAS, on July 6, 2007, the Suffolk County Department of Planning responded, after review, and determined that this matter is for "local determination as there appears to be no significant county-wide or inter-community impact(s)" and the Planning Board accepts this pursuant to 239 L & M General Municipal Law and the Southold Town Planning Board accepts this for approval; and WHEREAS, on July 10, 2007, William J. Lohn of Suffolk Environmental Consulting, Inc., submitted information by letter that the Suffolk County Department of Health Services has assigned Reference Number C~10-07-006 for the approval of the proposed construction and the Southold Town Planning Board accepts this for conditional approval; and WHEREAS, on July 10, 2007, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.5 c (7), made a determination that the proposed action was a Type II and not subject to review; and WHEREAS, on July 10, 2007, the Southold Town Planning Board set the final public hearing for August 13, 2007 at 6:10 p.m.; and WHEREAS, on July 24, 2007, the Greenport Fire Department responded, after review of the site plan, with approval of the proposed construction "assuming that all corresponding Local and State Fire Code Requirements have been met and/or exceeded" and the Southold Town Planning Board accepts this response for conditional approval; and WHEREAS, on July 25, 2007, the Southold Town Engineer reviewed the site plan material and responded with the following recommendations: · "The proposed addition is approximately 1,580 sq. ft. in area. Drainage calculations have been provided and are considered satisfactory. This project also required the re-location of an existing septic tank. This item should be reviewed & approved and/or coordinated by the Building Department. At this time, this proposed addition appears to meet the requirements of Town Code" and the Planning Board agreed with these recommendations; and Peconic Landing Cafeteria Addition Paqe Three .Au,qust 14, 2007 WHEREAS, on July 30, 2007, Mark Terry, the LWRP Coordinator, iss,,u..ed recommendations in a letter, after review of the site plan materials, that the proposed action is CONSISTENT with the Policy Standards and, therefore, is CONSISTENT with the LWRP" and the Southold Town Planning Board accepts this recommendation for approval; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 55, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following items shall be required: All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet Town Code requirements. 2. All signs shall meet Southold Town Zoning Codes and shall be subject to approval of the Southold Town Building Inspector. 3. As per the Landscape Survivability Guarantee, the applicant agrees to replace any of the landscaping which dies within three (3) years of planting; therefore, be it RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and has determined that the action is consistent with the Policy Standards as noted in the July 30, 2007 report prepared by the LWRP Coordinator; and be it further RESOLVED, that pursuant to Southold Town Code 280-131 Part I, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding attachments; and be it further RESOLVED, that the Southold Town Planning Board grant approval on the site plan set Sl-S2 with the architectural plan set Al-A2 prepared by Ashley McGraw Architect Services, P.C., and certified by Dominic LaPierre, Architect, dated May 11,2007, and the Re-vegetation Plan prepared by Suffolk Environmental Consulting Services, dated May 4, 2007, and authorize the Chairperson to endorse the site plan with the following conditions: 1. The owner, agent and/or applicant shall receive approval from the Suffolk County Department of Health Services for the approved construction and submit such approval to the Southold Town Planning Department for review. If such approval varies from this approved site plan, the Planning Board reserves the right to review a new site plan application. A copy of the Suffolk County Department of Health Services approved plan must be submitted to the Southold Town Planning Department within thirty (30) days of receipt, if applicant/agent/owner fails to adhere to this requirement, this approval shall become null and void. If necessary, the owner, agent and/or applicant shall receive approval from the New York State Department of Environmental Conservation if the proposed project is located within 300' of the tidal wetlands boundary for the approved construc[ion and submit such approval to the Southold Town Planning Department for review. If such approval varies .Pecon c Landinq Cafeteria Addition .Page Four ~ from this approved site plan, the Planning Board reserves the right to review a new site plan application. A copy of the NYS DEC approval must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. If applicant/agent/owner fails to adhere to this requirement, this approval shall become null and void. 3. If necessary, the applicant/agent/owner must obtain a Phase II State Pollutant Discharge Elimination System (SPDES) Permit from the New York State Department of Environmental Conservation (NYS DEC) for the approved construction. A copy of the NYS DEC SPDES Permit must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. The owner, agent and/or applicant agrees to build out the site and install all handicap parking stalls, access aisles and signage in compliance with New York State Code and ADA requirements. The owner, agent and/or applicant understands and agrees that the Southold Town Building Department will review the approved proposed build out under a building permit application and that all construction must meet or exceed the required codes and this site plan approval is subject to change to conform to any requirement of Local & State Regulations as applied during the building permit review. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. Prior to the request for the Certificate of Occupancy, the owner or authorized agent must request, in writing, the said Building Inspector and the Planning Board to perform an on- site inspection to find the site improvements are in conformity with the approved site plan. Prior to the request for an on-site inspection, the applicant/agent/owner must submit a copy of all required approvals from any necessary agencies to the Southold Town Planning Department. Upon inspection, if the as-built site improvements vary from the approved site plan, the Planning Board reserves the right to request a certified as-built site plan detailing all the changes. 10. Any changes from the approved site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. 11. The Planning Board will issue a final site plan approval in the form of a letter following a site inspection and at the time the site improvements are found to be in conformance with the approved site plan. 12. The owner, agent and/or applicant must provide and ensure all necessary safety precautions are implemented before, during and upon completion of any construction at the site for anyone on the site as may be required by all authorities having jurisdiction. Peconic Landinq Cafeteria Addition Pa.qe Five Au.qust 14, 2007 opies of the approved site plan are enclosed for your records. As per the Town Code, one copy each will be distributed to the Building Department and Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, use Chairperson Encl. cc: Southold Town Building Department/Southold Town Engineer ARCHITECTS RC, November 24, 2008 Mr. Damon Rallis Plans Examiner, Building Department Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1 ! 79 Southold, New York 11971 Re: Peconic Landing Additions & Alterations Community Center Dear Mr. Rallis: We are writing you in regards to the above project and our recent letter, dated 7/2/08 attached. We have been informed that in lieu of providing rated wood shingles, the contractor has elected to provide wood shingles treated with a flame spread stain treatment. The rated wood shingles are noted on the attached letter as item 3B. The stain treatment is noted as item 3A. Please review the attached specifications. We trust that this shall be acceptable. Should this not be the case, or if you have any questions or comments, please do not hesitate to call. Very truly yours, Ashley McG~chitects, P.C. Dominic LaPierre, AIA, LEED AP Principal cc.w/enclosures: Arthur Leudesdorf, Peconic Landing Joel Itzkowitz, Construction Consultants File 508 MAIN ROAD · RO. BOX 595 · AQUEBOGUE, NY 11931 · PHONE: (631) 722-3511 · FAX:(631} 722-3859 · WWW. ASHLEYMCGRAW.COM Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street, P.O. Box 2003, Bridgehampton, New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson, M.S., President November 19, 2007 Thomas Cybulski Village of Greenport 236 Third Street Greenport, New York 11944 Re: Peconic Landing - Caf6 Expansion Situate: Brecknock Road, Greenport Dear Mr. Cybulski, Thank you for your correspondence to me dated December 3, 2007 in which you expressed no objection to the Peconic Landings caf6 expansion plan ("Correspondence"). In your correspondence, you request additional information regarding the flow resulting from the caf6 expansion. Enclosed herewith, please find Site Plan prepared by Ashley McGraw, Architects (Sl and S2) dated December 3, 2007 which plans note the sewage disposal calculations or flow as per the Suffolk County Sanitary Code. However, in this instance, there is no expectation that flow will increase because the use of the caf~ is controlled by the occupancy of the facility (i. e, the number of residents) which remains unchanged. I trust this correspondence and the enclosed addresses any questions you may have regarding this project. In the alternative please do not hesitate to contact this office. Bruce A. Anderson CC. R. Syron, Peconic Landing D. Volinsky, Peconic Landing J. Fitzgerald, SCDHS : ~,.YOR DAVID NYCI~ DAVII) S. CORWIN UTILITY OFFICE. (631) 4T7-1748 OPI]ON 1 Fax (631) 4T/-1707 December 3, 2007 Suffolk Environmental Consulting, Inc. PO Box 2003 Bridgebumpton, NY 11932-2003 ATTN: Mr. Bruce Anderson P.]~: Peconic Landing--Caf~ Expansion SCTIvI# 1000-35-1-25 The Village of Greeaport Utiliti~ Department has no objection to the relocation of a grease trap to accommodate the eight foot expausion'ofthe existing cafe. However, no information has been pwvide in regard to the flow generated by the pwposed expansion therefore it is impossible, at this time, to determine what effect (if any) them will be on the lift station equipment, the force ~ the Village collection system, and the Ireatment plant capacity, Plcas~ submit the estimated flow increase generated by the proposed expansion so that a determination of capacity can be made. Yours tuffy, :, Utilities 0 Over 100 Years of Community Service PECONIC August 13, 2008 Building Department Town Hall Annex 54375 State Route 25 P.O. Box 1179 Southold, NY 11971 Attn.: Gary Fish - Building Inspector Re: Final Inspection Building Permit # 340597 Dear Mr. Fish: Please find enclosed a letter from the Professional Engineer responsible for the design requirements of the pergola. The letter addresses the remarks of the final inspection. Thanking you for your cooperation. Sincerely, Arthur W/~eudesdorf Constmcli6n Supervisor cc: Robert Syron - CEO Darryl Volinski - Director Environmental Services Encl. ARCHITECTS P.C. July 2, 2008 Mr. Damon Rallis Plans Examiner, Building Department Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Peconic Landing Additions & Alterations Community Center Dear Mr. Rallis: We are writing to you in regards to the above project, and your recent meeting with John Condon of Condon Engineering. As there are a number of issues that require a response, we thought it best to review them individually. Submit Energy Code Compliance. Response: See attached for two (2) copies of COMcheck certificates, dated 1/28/08, signed and sealed. Provide two (2) temporary doors at temporary enclosure and revise door swing. Response: See attached for revised drawing A-101, Revision 2, July 2, 2008, noting requested items. Provide data on flame spread of miscellaneous interior finishes. Response: 3A - See excerpt fi.om specifications noting flame spread requirements for wainscoting. 3B - See excerpt fi.om specifications noting flame spread requirements for wood shingles. 3C - Interior fabric awnings shall be provided by Owner, and shall comply with Section 805, excerpt attached. 508 MAIN ROAD · P.O. BOX 595 · AQUEBOGUE, NY 11931 · PHONE: (631) 722-3511 · FAX: (631) 722-3859 · WWW. ASHLEYMCGRAW.COM 4. Confirm compliance with area limitations. Response: See attached for excerpt of Table 503, noting requirements. The code provides for area modifications with an automatic sprinkler system and/or frontage increase. Specifically the limitation of 6,000 SF can be increased by an additional 300% (506.3) for sprinklers. Therefore the area limitation, without frontage increased, is 6,000 SF + 18,000 SF = 24,000 SF. The existing Community Center fire area is 17,990 SF and the addition is 1638 SF. The proposed actual fire area would therefore be 19,628 SF. This is less than the allowable. 5. Confirm plumbing fixture quantities. Response: See attached for Table 2902.1 noting requirements. Community Center's stated occupancy is 428 occupants. Please note, occupancy is unchanged with addition. Therefore: Required Provided Water Closets Male 3 8 (incl. urinals) Female 3 8 Lavatories 3 15 Drinking Fountain 1 1 Service Sinks I 2 6. Provide copy of the Suffolk County Health Department Approval. Response: Peconic Landing to provide under separate cover. 7. Provide copy of Greenport approval regarding sewage. Response: Peconic Landing to provide under separate cover. 8. Provide for miscellaneous M/E/P/S items. Response: Condon Engineering to provide response under separate cover. Should you have any questions or comments, please do not hesitate to call. Very truly yours, Ashley McGraw Architects, P.C. Dominic LaPierre, AIA, LEED AP Principal Cc. w/Enclosures: Arthur Leudesdorfi Peconic Landing Cc: John Condon, Condon Engineering __~ '3NIC LANDING DIVISION 7 THERMAL & MOISTURE PROTECTION 3. WORK/VlANSHIP All surfaces to receive sealant shall be clean of all foreign matter. All surfaces shall be properly cleaned before application of sealant (i.e.) xylol or similar solvent shall be used to remove any film from metal surfaces and masonry surfaces shall be brushed or air jet cleaned. b. No sealant shall be applied to damp or frosted surfaces. Sealant may be applied at temperatures below 40°F. only after approval from the Architect. 07.08 VAPOR BARRIER (BELOW GRADE) a. Provide and install a 6 mil plastic vapor barrier below poured interior concrete slabs - typical throughout. 07.09 WEATHER BARRIER (BEHIND SIDING) a. Install behind siding Dupont Tyvek Commercial Wrap as per manufacturers specifications. Use #4 nails with caps, 2 inch diameter plastic cap fasteners. Use sealants and adhesives as recommended by weather ban/er manufacturer. b. Seal seams with seam tape at all vertical and horizontal overlapping seams. 07.10 PVC EXTERIOR TRIM To match existing. 07.1 I PVC SOFFITS 07.12 a. Match existing soffit vent detail. SIDING Exterior siding shall be prefinished Fiber-Cement shingleside, straight edge panel, as manufactured by James Hardie. Color to match existing. Install with exposure to match existing. Nails shall be galvanized steel, ring shank of sufficient length to penetrate wood a minimum of I". Installation shall be per manufacturer's instruction. Install over weather resistive membrane as recommended by manufacturer. Interior wood shingle siding shall be doubled at the base, spaced apart approximately 'A", joints in any one course shall not be less than 1-1/2" away from joints in adjacent courses. Shingles shall be Red Center, Certigrade No. 1, Class B shingles with red Certi-Guard label, Blue Label, 16" long, 6" to weather, custom stained. Page 4 of 4 DIVISION 9 FINISHES 1 st Coat Latex Quick-Dry Primer 2nd Coat Regal Aquapearl Enamel 3rd Coat Regal Aquapearl Enamel Interior Woodwork (All interior doors, door and window trim) 1st Coat Minwax Stain 2nd Coat Semi-Gloss Polyurethane (Lightly sand between coats) 3rd Coat Semi-Gloss Polyurethane f. Interior Metal 1st Coat Iron Clad Retard-X Rust Inhibitive Latex-Primer 2nd Coat Regal Aquaglo FIREPROOF ADDITIVES AND TREATMENT I. The wainscoting and base are to be treated with an additive to the paint for these surfaces to develop a Class "B' or 26-75 Flame Spread rating for these surfaces. 2. Flame Spread Paint Additive: A powdered additive shall be added to the interior latex paint as manufactured by Hy-Tech, PO Box 216, Melbourne, FL 32902 (1-866-649-8324) as specified by the manufacturer. 3. Flame Spread Stain Treatment: Provide for fire retardant varnish as manufactured by Flame Control Coatings, LLC, 4120 Hyde Park Blvd., Niagra Falls, NY 14035 (716-282-1399), as specified by the manufacturer. 4. The Contractor shall so certify from the manufacturer listed that these surfaces will obtain the rating as listed above. 9.04 CARPETING Carpeting shall be furnished and installed by owner. 9.05 ACOUSTICAL TREATMENT A. Scope 1. The work under this headline shall consist of furnishing all labor, materials, equipment, and appliances necessary or required to furnish and install Acoustical Treatment, but not limited to the following: Page 8 ofl0 COMcheck Software Version 3.5.3 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 07/14/08 Data filename: O:\Peconic Landing\0642 Peconic Landing at Southold\Documents\peconic landing revl.cck Section 1: Project Information Project Type: Addition Project Title: Peconic Landing Community Center Addition and Alteration Construction Site: 1500 Breckn~ck Road Greenport, NY 11944 Permit No. pending Permit Date: pending Owner/Agent: Peconic Landing Prconic Landing 1500 Bracknock Road Greenport, NY 11944 631 477 3800 Designer/Contractor: Ashley McGraw Architects PC 508 Main Road PO Box 595 Aquebogue, NY 11931 631 7223511 ashleymcgrsw.com Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: t t b Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Vertical Glazing / Wall Area Pct.: 28% Activity TvDels) Dining Floor Area 1638 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1: Attic Roof with Wood Joists Exterior Wall 1: Wood-Framed, 16" D.C. Window 1: Vinyl Frame:Double Pane, Clear, SHGC 0.30 Door 1: Glass, Other, SHGC 0.30 Floor 1: Slab-On-Grade:Unheated, Horizontal 2 ft. 1638 38.0 0.0 0.028 0.059 1077 21.0 0.0 0.062 0.090 160 ..... 0.350 0.598 140 ..... 0.350 0.598 111 -- 10.0 ..... (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: r~ 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. ~1 2. Windows, doors, and skylights certified as meeting leakage requirements. F~ 3. Component R-values & U-factors labeled as certified. [] 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. I~ 5. Fireplaces installed with tight fitting non-combustible fireplace doors. [~ 6. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. [] 7. Cargo dcors and loading dock doors are weather sealed. Project Title: Peconic Landing Community Center Addition and Alteration Report date: 07/14/08 Data filename; O:\Peconic Landing\0642 Peconic Landing at Southold\Documents\peconic landing revl,cck Page 1 of 7 ~1 8. Recessed lighting fixtures am: (i) Type lC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. r~l 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they a~e attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Cod~ Project Title: Peconic Landing Community Center Addition and Alteration Report date: 07/14/08 Data filename: O:\Peconic Landing\0642 Peconic Landing at Southold\Documents\peconic landing revl.cck Page 2 of 7 COMcheck Software Version 3.5.3 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 07/14/08 Data filename: O:\Peconic Landing\0642 Peconic Landing at Southold\Documents\peconic landing revl.cck Section 1: Project Information Project Type: Addition Project Title: Peconic Landing Community Center Addition and Alteration Construction Site: 1500 Bmcknock Road Gmenport, NY 11944 Permit No. pending Permit Date: pending Owner/Agent: Peconic Landing Prconic Landing 1500 Brecknock Road Greenport, NY 11944 631 477 3800 DesignedContractor: Ashley McGraw Architects PC 508 Main Road PO Box 595 Aquebogue, NY 11931 631 722 3511 ashleymcgraw.com Section 2: General Information Building Use Description by: Activity Type Activity TvDe(s~ Floor Area Dining 1638 Section 3: Requirements Checklist Interior Lighting: i~ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 1474 0 YES ~1 2. Exit signs 5 Watts or less per side. Exterior Lighting: [] 3. Efficacy greater than 45 lumens/VV. Exceptions: Specialized lighting highlighting features of histodc buildings; signage; safety or security lighting; Iow-voltage landscape lighting. Controls, Switching, and Wiring: [] 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as secudty or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. [] 5. Master switch at entry to hotel/motel guest mom. [] 6. Individual dwelling units separately metered. [] 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; Areas that use less than 0.6 Watts/sq.ff. Project Title: Peconic Landing Community Center Addition and Alteration Report date: 07/14/08 Data fllename: O:\Peconic Landing\0642 Peconic Landing at Southold\Documents\peconic landing revl.cck Page 3 of 7 [] 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Areas with only one luminaire, corridors, storerooms, restmoms, or public lobbies. [] 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. [] 10.Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. I~ 11.Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Project Title: Peconic Landing Community Center Addition and Alteration Report date: 07/14-/08 Data fllename: O:\Peconic Landing\0642 Peconic Landing at Southold\Documents\peconic landing revl.cck Page 4 of 7 COMcheck Software Version 3.5.3 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Report Date: Data filename: O:\Peconic Landing\0642 Peconic Landing at Southold~Documents\peconic landing rev1 .cck Section 1: Allowed Lighting Power Calculation A B C Area Category Floor Area Allowed (ft2) Watts I fi2 D Allowed Wafts (B x C) Dining 1638 0.9 1474 Total Allowed Watts = 1474 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID: Description / Lamp I Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Dining (1638 sq.ff.) Total Proposed Watts = 0 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies, Total Allowed Watts = 1474 Total Proposed Watts = 0 Project Compliance = 1474 Project Title: Peconic Landing Community Center Addition and Alteration Report date: 07/14/08 Data filename: O:\Peconic Landing\0642 Peconic Landing at Southold\Documents\peconic landing revl.cck Page 5 of 7 COMcheck Software Version 3.5.3 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 07/14/08 Data filename: O:\Peconic Landing\0642 Peconic Landing at Southold\Documents\peconic landing revl.cck Section 1: Project Information Project Type: Addition Project Title: Peconic Landing Community Center Addition and Alteration Construction Site: 1500 Brecknock Road Greenpo~t, NY 11944 Permit No. pending Permit Date: pending Owner/Agent: Peconic Landing Prconic Landing 1500 Brecknock Road Greenpo~t, NY 11944 631 477 3800 Designer/Contractor: Ashley McGraw Architects PC 508 Main Road PO Box 595 Aquebogue, NY 11931 631 7223511 ashleymcgraw.com Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 11 b Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Section 3: Mechanical Systems List Quantity System TVDe & Descrlatlon Section 4: Requirements Checklist Project Title: Peconic Landing Community Center Addition and Alteration Report date: 07/14/08 Data filenarne: O:\Peconic Landing\0642 Peconic Landing at Southold\Documents\pecanic landing revl.cck Page 6 of 7 COMcheck Software Version 3.5.3 Mechanical Requirements Description 2007 New York Energy Conservation Construction Code Report Date: Data filename: O:\Peconic Landing\0642 Peconic Landing at Southold\Documents\peconic landing revl.cck Project Title: Peconic Landing Community Center Addition and Alteration Report date: 07/14/08 Data filename: O:\Peconic Landing\0642 Peconic Landing at Southold\Documents\peconic landing rev1 .cck Page 7 of 7 August 13, 2008 PECONIC L NDING Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971-1179 Mr. Michael J. Verity Chief Building Inspector Re: UL Certificate for air curtain Dear Mr. Verity: Please find enclosed a UL Certificate for the air curtain. Sincerely, Construc~pervisor cc" ~e~a~y SvYo~i°nns~iC-EDOirector Environmental Services Encl. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by REP ELECTRIC PO BOX 635 MA"Iq'ITUCK, NY11952, PACONIC LANDING 1500 BRECKNOCK LANE GREENPORT, NY 11944 Located at 1500 BRECKNOCK L~,NE GREEHPORT, NY 11944 Application Number: 4007380 Certificate Number: Section: Block: Lot: Building Permit: . 4007380 BDC: NS37 Described as a Commerciul occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the ?th Day of August, 2008. Name OTY Rathe Rating Circuits TYD~ AdditionaICharges supply power to air curtain Wiring And Devices Disconnect 2 0 31-100 amp I of I sea/ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the locat:on i~sated: 85/82/2888 11:36 BS13&99080 P~E 81/15 CHARLES R. CUDDY Attorney at Law 445 Oriffing Avenue Riverhead, New York I1901 Te1#631-369-8200 Fax #631-369-90g0 TO: Fax #: kttlaur Leudesdorf 47%3900 TELECOPIER COVER SBEET Total number of pages including cover sheet: 15 If ~ransmissi°n is faulty or incomplete, please inform us as soon as possible. Operator: Iwona Date: May 2, 2008 COMMENTS: Re: Peconic Laading at Sonthold, Inc. -Sewer Agreement Pursuant to your request, attached please fred the Sanita~ Sewage Agreement. Charles R. Cuddy Thls fax trat~missiotz together with mattrla~* following are intended for the person or persons .amed ?.ereon. and are cot~idered confidentlal inf ormation. If you have r eceiwd this trat[~misslon in error, you are atreetea to return the~e materiais immediately by regular mail to the sender at the above address. Postage ~ne#rred for the return will be paid by this firm. 85/82/2888 11:36 6313699080 PAGE 02/15 ,3r~en[:ort, ~ew ~,~rk 1!9~4, hereLnaf~er call~ the "~IL~kGE~" and ~5, which fs ~ore part~cula-~Y demcrib~d in Schedule station's' ce~tai,~ ri=h~z-af--way ~d portions o~ the pr.~p~rt.y 05/02/2008 11:3G 6313699080 PAGE 03/15 described in Schedule "A~, a~d to transfer and convey same to the ,,VIL~" upon co~letion o~ 9al~ sewage system, a~d to giva ~d Q~.her ap~r~nances for the proper 0perat~on of the aforesaid ,,o'~gk" has secure~ fioal ~pproval for ~ai~ pro3ect from the Southol~ To~ p!a~in~ ~oa~d; W~RBA~, no ~tnal approval h~s ye: been secured ~rom the Suffolk County Depart~en~ Of Health ~or a sewage collection system, t~e ,,V!L~E" will ass~t i~: sec~rin~ such mpproval upoD zb~ t ~ and conditions hereinafter NOW~ ~EREFOR~, ~n consideration of =he premi~e~ and cov~nanr.~ herain it im mUtL~aliy a~eed as follows; T. aims an~ llft a~a~ion(~) for the Droper collection of ~ewage 85/82/2888 ll:3G 6313699888 PAGE 84/15 pa~em to provide that t~e ForCe Main be.~de o~ a ~our ~nch {4© "B" - The $'aCO~D: All n~ceSS~rY eng-_nemrl~g and ¢ons~-~ction for property of tl~e "O~{EB", ms ,~el% a~ ~rom ~h~ connection at the ,,OWNER'S" proper~Y, ac='omS an~ alon~ sta~e Boule ~5, along Bailey Avent~a, tO the ,'MTL~GB' S" exlstin~ sewage main on Atlantic Avenue, [~reenport, New York, shall be a= the sole cost and perform and construct ssme. ~e foregoing shall be re~erred a~ the ,,WCP. K", which ~I1 be ~esi~ne~ ~d cons:z%~cted by the ,OWNER" ~Id/or its ~contrac~ors. Th~ "WO~" shall ;;r~ing b~fore the "OW~R" c0~nc~s the THIRD~ ~e eos~ and/Or fee to the ,,O~R" ~or the privilege occupancy~ 132 au~ consisniz~ of 1!8 co~tages for ~ingle ~amily apartments in a ~ s~o~' building, 44 be~s i~ a skille4 nursing ~ollows: $~,693,562.0C ~Y b~k or certified check, payable tc 05/02/2008 11:36 6313699080 PAGE 65/15 31¢~ d&¥ o~ Decal.Jet, 2000, and $63~,500.00 ~o be pai~by %~e r&~s o~ se~;en an~ three-fourthS (?~) D~rcent per annu~, payable over a t~:~n o~ ten (i0) years, in monthly installments of pr~ncipal and ~nterest each in the sum of $~,590.6~, co~mencin~ Obligor simul~ane~slY wi~.h the ~K~cut~o~ o~ s~id noua shall ~o a f~r~t mortga~ ccnstru~ion loan and/or IDA aSa~ns~ t~ pr~!ses described in SchedUle "A" and to no other and/~r nots and morZgage documents. T~t in the even~ ~,O,~%]EK,~ fai~s to alone i~s construcmion lo~% ~r=gage for r.ea=on whmcsoever on or be=ore the Blat day of Dece~er, 2000, are in ~e~ault, ~he ,,w~ll~e~e" !e=~er ~ssued pursuant to 85/82/2888 11:36 6313599888 PAGE 05/i5 p~ragraph THIRD (c) shall be d~emed null a~%d void a~d of no force c~Ce!led- In addJ.~ion to al! cf =he peyment~ requited ~n this paragraph .,THIRD", s~fd ..OWNE~" shal~ upon t~e execution of A~ee~u~n= deliver =o The ,,~ILLAGE", =h~ following listed of th~ ap~eai filed and no~ pendi~g by the VIL~G~ O~ GR~NPORT ET ~. u~der Docket No, 99-06039; and {c) ~e .,VILLAGe" si~ltaneo=slY herewith sha~l (~] a .w~ll-serve" letter for sewer collection an~ ~reatme~ s~r-~ce~ in hhe fo~% heretofore approved by the Suffolk Department of Heaiu~; and (2) a copy o~ the ~aylor ~ngineerin~ conceptual Engineering Design R~FOr~ s~m~t=ed J~ 5, 1998 duly endCrsea, a~ a~ended, w~th =he .'~ILLAG~'S" F~-~TH: The .vIL~%~" reserves =he ~gbt to e~and gravity mains~ if instaYled by %he .~IL~GE", wo%~ld be a= i~ sole cos= ~d FI~TN: Ail ~WO~K" shall De inspecte~ by the ,'VI[~GE" which pow~r o~ inspection here.A~der. ~e .,O~R" wil~ ~ant access for 85/82/2888 11:36 6313699888 PAGE 87/15 ~i~.e a~. ~uch ~uma~ a~ i.~ de~ necessarY. ~o bac'~illing ~hal~ shall be basea on an hourly chax~e · orovisions of ~his A~rmement, it will fo~eliy dedicate to the ,,ViL~GE~,, and ~ha ,-~%~.[~.g" will accept, g:~r.t an~ COrdley ~o the "UIL~Z-GB~' mase~ent~ a~d ri~h~-0f-waY for the pu~ose 'o~ layi~-q, r~layln~, repairing an~ ~ain%ainin~ sanitary ~ewage collection facilities and ap~=rtenancas, and any ~:r~.atment pla!lt. The aforesaid ri,~hus-of-W~Y an~ easements ~ha~l installed purs~ to ~h~s Agreemens. whether or not such ~i~tAnc~ shall be within ~he roadWaY· Th~ ~ewer mai~, l~ft station{s), aepur~mnances, ma~ements and r[ghts-of-~a? ~hall 05/02/2008 11:36 6313690088 PAGE 80/15 witbiz seven ~e~ o~ either ~ide of a sewer main. If u~ility, sewer or other se~r~lceS necessarily CroSs the wa~er ~ins, th~ ,,OWNER" will ad%~se ~he ,,VILLaGe" in w~icin~ of the ~ct locaUion o~ such intersection~ and upon i~sta!lation shall supDlY ~ps ~o the "VIL~ show~n~ ~he exact loC~or~s- ~aid co~S~ of t~e ',VIL~GE", which cO~Se~t sh~ll ~ot be ~rea~on~bly withheld. '~on the ded!ca~io~ of ~he ~anlta~ sewer collection sy~te~ to the ,,~ZL~G~", C~e ,,VILlaGE" shall nher~afte~ take ~er mains ~o%~stream to the ,ViL~" ~anita~' sewage treatment plant inclu~ng all repairs and raplacen~ts =here=~ at i=~ sole cost ~aeil~ties Of the co~ple~. ~EV~NT~: I~ the ',WORK" contemplated in this Agre~nt for' installation Of the sewage cc. llection ~yscem shali be dDn~ ~n ~nages. it is ~.utu&lly ~greed and u~dsr~nood that al! construction o~ said systen% and the "WORK" to be ~ompleted thereon will b~ change~ to C{]l-lfo~ to ~he ~hen current staadards Se5 Dy the "VIL~G~". The "VILLAGe" will notify the "0W~E" Of any chanp~s from the plans a~d speci~icatlo~ which hax,~ been 85/82/2888 11:36 6313699880 PAGE 89/15 to lay the ra~ins or sswag~ oollection ~aciilties in secUion$, tke .¥I~LAGE" Engineer such section~ w~ll provide for the p~oper ~wage colle~tiQn in co.fern%ante with the overall plan. EIGHTH: Upon completion, inspection a~%~appr0~a~ o~ th~ "WGRK", ~he ,,¥ILLA~E" shall opera.se the sanitary sewage collec=ion sYs=c~m Eo the project, and ~he individual o~er~ of ~he cus=a~es and the buildings- The ,,VIL~G~" shall charg~ the ,,ViLLkGE'~ ~o other cuS=~ers of the ,,~LLAGE" w~o are lo~ated O~ Greenport- NINTH~ This Agr~emenL co. rains the cOn~pleteu~derstanding a~d ~gree~ent of the parties for th9 acquisition by the of the s~wage collection system and i=s hook-~lp to ~h~ any claims a~-ainst tb~ "VIL~-J%~E" cn accoUnt of the installation and =o~eyance of 5he ~awage collectlcn system, monies paid on eon=tact to ~he .VILLAGE" and accept.atom of thi~ Agreement, nozwithstanding the provisions of any general or special law to t~e contr~ ~hich ~Y or may not De e~cted in ~he ~uuure. T~: ~i~ Agreement shall enur~ to the benefit ~d ELEVE~H= This A~reemen.t shall not b~ ~ssigned by the 05/02/2008 PAGE 18/15 (4) co,lnte~parte, all of which shall cor~titute V!L~ 0F ~KE~N?ORT INC. vice-Preside~t COUNT'Y O~ 0n th~ 26th ~y of ~ri!, 2000, before m~ perscnal~y came ~oregoinN instrunt~:; ~ha~ he Wnows tke seal of $aid co~oration~ ~1~ th~ seal so affixed to said ins~ment is seal; ~hat i~ was so affixed by order of the boa~ - Like order. Notary Public 85/82/2888 11:36 $313699080 P~GE 11/15 Bri~eha~pt~n~ N w Yo~'k: ch~t he is vl~ pr~s~t o~~d peconic Landlng a~ ~outh~l~, I~c., th~ co%~ora~on described in ~d which .c. ratlo~; that the seal ~ixed =o ~aid in~t~me~t is such iL wa~ ~o affixed Dy 'order o~ the Boar~ of D~rectOrs s~al; tha~ , said =u~orat~O~; a~d that he signed h~s name thereto by like 05/02/2008 11:36 $313699080 PAGE 12/15 CHICAGO TITLE iNSURANCE OOMPAN¥ 13, ~ORT~ 4~ D~GR~g$ 33 MZ~B~ DO ~O~B ~;T 3;2,g4 14. NCRT~ ~ DSGR~E~ 4~ M~T;$ 5~ 5~ S~T 50~.3~ FB~ ~ ~ NOW o~ PAGE 13/15 11: 3G 6313GBgBB0 PAGE 14/15 85/0'2/9008 11: OG 63136EIcJ080 P~,GE 15/15 ~arl side of Ma~n Rosd (NYS . -.~..,~.~ ~t ~ ~numa~t{ound on{he n~ - . Y ,, ~-~ofield and Frank flu~n South ~ deg. 01 mis. 20 soo, Was[ 5~4.76 feet South 65 deg. 23 min. 50 se~ West t25.00 feet, Rc~d (NY~ Ro~te 25') the f~llo~[ng ~'o (2) ~mes and distances: l, Sou~ 65 deg, 2~ mtn. 50 sec, Wast 2B5,49 {eot 2 Sout~ ~ deg- ~ min. 4Q sec. West 58g.~2 feet to e ~onu~enl found and land now or formerly of Jam ReaRy RU qNING ~e~ce No~h 41 deg. DD mtn. 10 ~ec. Wear along In~d now or fo~erly a~ Jam R~ ally Co. 579.1B teet to e point, RI~NNING then~ thrmugh m~d of the pafly of ~e first p8~ the ~umes ~nd distends: : ~i 1. No~h 66 deg. ~ rain, 40 sea. E~1765.20 feet 2. .No~ 65 deg. 47 mis, ! 0 sec, EaSt ~.84 feet to a ~onument ~ land no~ or formerly of J6r~ H, S~o~eld and Frank Justin JIB i JO,Nm APPLICAT,ON .,~j~ ~ ~ New YorkState FOR PERMIT United States Army Corps of Engineers '' Ch'~k ~mmm"~ ...m'.d ~r: ~-N--' of A..''-n' (Use full name) ATTN: Robert S. Syron T(.~e4~._b~8~time NYS Dept. of Environmental Conse~atlo, PECONIC L~ING Exec. Director ~ S~eam Disturba~ (Bed and Banks) ~ Brec~ock R~d ~ Docks. Mo~ngs or Ple~r~ ~reen~rt Z~l~ ~ Coastal Erosion Conbo, ~ ~r ~ Operator ~ Lessee ~ Municipali~/GovernmentalAge~y ~ ~lWa~erQuami~Ce~tio~ ~O~g ~ Young A~: ~as U. wombat, P.~. (631)727-2303 D Lo.g ,s,a.dW.,,s ~ 8s~ander Avenue (S~a~. ~n~ Lan~s U.dar Wa~.r) Suffolk Green~rt. T/O Southold 1~0-35-1-25 U""~Ease~.nHp~pe,n~s.~.dmm. 15~ Brec~o~ Road (631)477-3800 Green~rt ~ Freshwater wetma~s Permit N~M-E 2,451,00~M_N 4 330,800 ~ D~s(ConstructorPla~) COnS~C~ a [~650 s~. ~t. ca~e adO~t~on to the south ~ a~ings(Es~bJlsh) s~e o~ the ex~st~ng ~ sto~ co~un~ty cente~. I 16. Willlhis Project RequireAddltional ~ ~ If Yes, ~D~ - Wate~ ~upp~y & ~ewage D[8~sa~ Yes No Please List: ~/0 Southo~O - Bu~[d~ng Pe~t U~ULUUJ~ ~U~V~ 72*22'30"- 41o07,30- ___ ~L} _ 3,1 LONG ISLAND : SO UND~- ~ /~ 722o°°m £. Cleaves Pt Youngs Pt / ..~ r~o Deti / 3o / / 3o Hay-Beach '. C" ~De~ing Harbor Cheauit Yacht Club IIII Photo No. 1 Peconic Landing at Greenport, T/O Southold, NY March 5, 2008 12:00 pm Photo No. 2 Peconic Landing at Greenport, T/O Southold, NY March 5, 2008 12:01 pm Photo No. 5 Peconic Landing at Greenport, T/O Southold, NY March 5,2008 12:023pm Photo No. 6 Peconic Landing at Greenport, T/O Southold, NY March 5, 2008 12:03 pm Photo No. 3 Peconic Landing at Greenport, T/O Southold, NY March 5, 2008 12:01 pm Photo No. 4 Peconic Landing at Greenport, T/O Southold, NY March 5, 2008 12:02 pm Ii Il Bill Photo No. 9 Peconic Landing at Greenport, T/O Southold, NY March 5, 2008 12:05 pm I1' Ii lllli il Bill Photo No. 10 Peconic Landing at Greenport, T/O Southold, NY March 5, 2008 12:06 pm Photo No. 7 Peconic Landing at Greenport, T/O Southold, NY March 5, 2008 12:04 pm mmm mmm mmmm Photo No. 8 Peconic Landing at Greenport, T/O Southold, NY March 5, 2008 12:05 pm ~.. I~L~_JA~ 13 I. Tow~ O~ ~OU~'~OLO oct. 2008 9:58AM construction consultants I.i, No, 1289 P, I CLIENT: MOO~RN OAS~S. AW~INeS, mC. AUG 2 9'2008 CALCULATIONS FOR. PECONOC LANDING COMMUNITY CENTER August, 1t, 2008 Oct. 8. 2005 construction consultants 1, i, No, 1289 P, 2 PECONOC LANDING COB'IMUNITY CF_IqTEI~ GREENPORT NY PROJECT DESIGN SUMMARY DELUXE PERGOLA SYSTEM (FREE STANDING), C.009 "CLOSED" Type track Review of canopy system based on New York State Building Code DeslgnDaafl Load of Canopy Fabric and Structure 1.0 pst(assumed) Minimum Design Live Load = 34,0 psi Snow Load (per ASCE 7) · Design Wind Loads Calculated per ACSE ?, as required by New York State Building Code. Wind loads based on design wind speed V 120 mph · Importance factor I -- 0,9 for structures which represent a low hazard to human lift; in the event of failure. Components & Cladding Design Wind Pressure ,, 28,:l pst · Main Wind For~e Ruisting Systems ,~ 19.4 psf · Analysis of Su'ucture based on Allowable Stress Design (ASD) ^tlowablo S~resses based on Specification for Aluminum Structures (published by the Aluminum Association) · Ainminum Type ~005-T$ Extrusions Maximum allowable span of C-009 "CLOSED~' Track · 17.73' allowable span based on loading combination Dead Load plus Live Load · standard canopy height of 8 '-0' assumed · 4" x 4" wood post must be utilized as column insel~ - minimum grade lumber Hem Fir #2 · 33'-10 114" x 12'-7 1/4" canopy sizes arc okay · capacity cfC-009 "CLOSED" track is based on selfwcight of truck ping dead load of retracted canopy fabric · retracted canopy fabric is not susceptible to wind load · C-009 "CLOSED" Track will safely support ~e minimum design loads applied to tho structure as required by New York State Code and ASC~? CORNER H~I,D-'= R DERAIL COC, MK ~o~r ,~ICHOR MOm',raNG ~ PERGOLA DELUXE PE DWG' CoIum:l Post 1o 4:~4 pos[ with qtyl4] -1/4" Lag Bolts DETAIL A SCALE 1: 6 ~secures to patio or deck with 1/4" lag bott~ or TalmCon~ Potyethylene Base \ Jm~._~,,,,~..,., ,,..,..,,. ~ Column Mou~ Delhi t -I .' I'- '- '""t.,. '.-J " ' (~'.44 (4 PLACES) R ~ .38 .[TYPt / 3;68 , 7 0 S' 0 :3.00 '-J 1.25 ~ ~ 7.00 ~ ',L. 1.25 9.50 ~ .50 PLACES] 20.00 29.00 O. 12 20.00 29.0g 4..80 Oct. 8. 2008 10:00A~ construction consultants I,i, No, 1289 P. 8 64--07 102 $~re~t, 2~d Floor, R~ P~rk, NY fex ~16) e-m~ inloOmndoeo~ng,o~ pAOE ~ .... /, - O~ CALCULATEO BY ~T~' CHECKEO BY ...... OA~ Oct. 8. 2008 10:00AM construction c0nsult~nts 1. i. N0.1289 P. 9 RC8¢-07 102 Street, 2r~ Roar, JOB ...... R~ Pork, NY 1137,1- PA0£ J ~ OF (718) 793-8345, C~LCU~TED BY DATE Eli~I#EERINSP.C, ~ (718) 268-78,kl e-ri'mil infoOrandoconsulti~g,com CHECKED DY OATE i ~DEAD LOAD i i I 1. Aluminum beam~ and deck { DL = 1 psf ! 1. Ground ,snow Ioad:[ .i, ....... i- , ,i ~ . < ......... ; "Code of ~ York Orate, Fig 1808,2) ..... ! .... I Pg = 45 pal 2. Flat roof 8now cad , . ' .7 Ce ~ I Pi3 (ASCE 7 Eq 1) : ~.w..hom: .... ~ , .................. , Ce = 1.0 ilA_S. CI~ .7..,..T.~bJ?.Z:~.: .......... i ........... j ............. E~osure B, Eartia.~. e~os?d root~ Ct 1 2 ~(ASCE 7 Table 7 3) I = 0.9 i(ASCE 7 Table 7-4) II : Pf = 34.0 psf ! ; ; Topography :Homogeneous , ~_ T~n'aln, Suburban, ~ ~ ~ , )Imensions:. i34 ftx 13 ftx 8 fl (h.) I .................... Basmw , , V- :120 mph : ~ .............. , .......... lwhere: ~ ' i Kz= 0.85 i(ASCE 7. Ta~e 6--3..f°r H =I0'15~ ~ Kzt = 1,0 ~for homogeneoUS topography iKd - [wind directionality f~ctor. According to se~ion 6.5.4.4 of ! ' -' I ~. ~ qz- 28.201psf : i · i .. Oct. 8, 2008 IO:O1AM construction consultants No, 1289 P. 10 64-07 102 Strut, 2nd Rogo Pork, NY 11374 (718) lex (718) 268-7843 e-rno~ infeOroado~nwlUng,com JOB P^CE t Z o~ CALCULAmI1ED BY DATE CHECKED BY DATE :Main Wind Force-Ri ,SlSttQg_.S_.y~t.e~ [~6ign Pres~e _ .. ,_ ..... I iG = [0.92( (1+1.7 go Iz O) / (1~1.7_gv I.z.)! (ASCE 7. Eg. 6-4) !z= 0.O h 0.6 x8 = 4.8 ft J ~ ~ 0.2~ - ,i ASCE 7, Tabl. 6-2) ....... ) / 4.8) '116 = 0.2761 ' )O = Jl/._(1+0.63~B+h)/Lz)~.6 1/2 Lz = I(zJ33?E i :: I -- 500 ' ~ ' {(ASCE 7. Tabl. -2L .,~ = 1/5 0,I ' !IASCE 7 . ..........~ .... . Tabl. )Lz= 500 (4 8 / 33)^1/5 = 262 95 ' iQ = fl / (1+0:63 ((34..8)/262.95)~,631~112 = 0.87 G = 0.925 (l+l.Tx~.4xO.276xO.87) / (l+1.Tx3.4xO.276, = 0.86 !Cp-- o.8 i i. ' lP-282.OxOSoxoS-??.~p? Oct, 8, 2008 10:01AM construct[on consultants ENOI#EERING P.C, No. 1289 P. 1 64-07 102 St:reef, 2nd Floor, JO~ - Re,go Pork, NY 11574 PAGE ~ OF (718) 793-85,1.5o OALCULATED ~~ DA~ /ox (718) 268-78~ e-moil I~oOmndoco~ul[in~,com CHECKED .j_C__ompor]ents & Cleddl,n_ng Design Presure .LP where: _~J ............ -~ ~ .............. ] ............ ; ..........~ .............. ~. ................ -' j~P= 28 20 x I -' 28 2 _p. sf '~. ............................. Oct, 8. 2008 IO:02AM construction consu}tants I.i. No. 1289 G4-07 102 Street, 2nd Root, Rego Park, NY 11374 (?~e) 79~-~. Io~ (718) 26~-78~5 . e-ma~ n~oOrand~on~u bng.com JOB CALCLI~TEO BY~ DATE CHECKED ~ DATE Oct, 8. 2008 IO:02AM construction consu]I~nts 1. i, 64-07 102 Sb'~et, and P,e~o Pork, NY 11374 (71e) (718) 268-7843 a-moji inFoOrondo¢onsui§ng,com No. 1289 P. 14 JOB ..... CALCULATED ~. DATE CHECKED BY DATE Oc~. 8. 2008 IO:03AM construction consultants 1. i. No, 1289 PAGE # . ~ .OF CakI.CULATED BY DATE CHECK[D BY OATE i P, 15 , Oct. 8, 2008 IO:03AM construction consultants l.i. No, 1289 6~-07 102 Streei, znd Floor, Rego Pork, NY 11374 (718) fax (718) e-mail Tn~oer~ndoeon~ul6ng.e~ JOB P^~£ # -, ,g CALCUL*TED ~., DATE __ CHECKED BY DATE P. 16 Oct. 8. 2008 IO:01AM construction consultants I,i, No, 1289 ENGINEERING P,C, 64.-07 1~ Sheel., Znd Floor, Rego Pork, It/' 11,T7~- fox (718) 268-7843 e-moli infeO~ond(~c~u[tiog.C~m JOB m~KED BY DATE P. 12 Oct. 8. 2008 IO:04AM construction consultants ENGINEERING 6~--G? 102 Sheet, 2nd Rego Park, NV 11374 (718) f=x ~18) 268-?~3 No, 1289 P. 17 JOB CALCU~TE~ BY~ DATE CHECKED BY , DATE .i 'iF W. Oct. 8, 2008 IO:04AM construction consultants 6~,-07 t02 5'tr~, 2nd floo~ Rego Pork, NY 1157~ (Tta) Cox (718) 268-7843 e-mail ;nlo~mn~oconeul6ng,eom i, No. 128¢ P, 18 JOB., P~GE ~ .// O~ CALCULATED BY _DATE CHECKED BY ~DATE 8, 2008 IO:05AM construction consultants I, i. No. 1289 P, 19 fox (716)' 268-78~ e-mo{I infoO~ndoconsultlr~,com i JOB CHECKED BY DAT~ Oct. 8. 2008 IO:05AM construction consultants I,i. No, 1289 ~-07 102 Stree~,'2nd Floor, Park, NY 11 ;574 e-moil lnlo~'o~O~Oneulting,COm JOB CAL¢IJLATED BY DA~ CHECKED BY DAT{~ P. 20 Oct. 8, 2008 IO:06AM cons[ruc[Jon consult~nls I, i. No, 1289 P, 21 64-07 102 Sb'ee~, 2nd Fl~or, Rego Perk, NY 11.174 lex (718) 258-784,3 e-me~l fflfoOrendoconsulUn~J.corA PAGE ij! . /if' OF' C~LCUL~TE~ BY ,,. DATE CH~CKED BY DATE · Oct. 8, 2008 IO:06AM construction consultants 6¢-07 102 Street, 2nd Roor, (718) 793-85¢5, fax (718) 268-7~3 e-ma~ jn~O~ndoconsuJ[in§.com No. 1289 P. 22 JOB .PAGE ~ /~' Or CALCULATED BYOATE CHECKED ~ DATE Oct. 8. 2008 IO:07AM construction consultants I,i. 64-07 102 Street, 2~d Flor, Rego Perk, NY 11374 (7~) 7~-~, lex (718) e-moil InfoOrendoconaulllng.com No. 1289 P. 23 JOB PAGE J /~a OF . CALCULATED BY DAlE CHECKED aY DATE Oct. 8. 2008 IO:07AM cons[ruction consul[~nls I, i, 6.¢~07 102 Sb'eet, 2nd Root. Rego Pork, NY tl37~. (718] fox (718) 288-784.3 e-marl No. 128~ CALCUtTa) [~Y _[~^TE ,. CHECKED BY I~TE i _. 24 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road Mattituck, New York 11952 www.condonengineeHng.com 631-298-1986 Fax 631-298-2651 July 7, 2008 Mr. Damon Rallis Building Department Southold Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971 RE: Peconic Landing - Greenport, New York Dear Mr. Rallis: As requested, attached please find four copies of the revised plans for the above referenced project. The plans were revised as per our meeting on June 30, 2008 as follows: · The reference to the NYS Residential code was omitted on the nailing schedule on sheet S-201. Plywood Panel Window and Door Protection detail was added to sheet S-201. · The proposed trellis is designed to withstand a 120 MPH wind as required. · See attached letter regarding smoke detectors in HVAC ducts. · See letter from Dominic LaPierre of Ashley McGraw dated July 2, 2008 for the responses to the additional comments. In addition, the HVAC system was revised on sheets H-101 and H102. Smoke detectors are now proposed in the drop ceilings and additional 3ull stations were added to the fire alarm system on sheet FP-101. Please call me if you have any questions. Yours truly, cc. Dominic LaPierre Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road Mattituck, New York t t952 condonengineering.com 631-298-1986 Fax 631-298-2651 July 1, 2008 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 JUL Re: Peconic Landing Dear Mr. Verity: Section 606.2.1 of the Mechanical Code of New York State indicates that smoke detectors are required in return ducts in systems with design air flow greater than 2,000 CFM. The section also indicates that smoke detectors are not required when smoke detectors are installed in the areas served by the system. In the case of the Peconic Landing, the largest system in the affected area has a design flow of 2,000 CFM and the spaces served are also equipped with smoke detectors. Based on this information, no smoke detectors are required in the system ducts. If you have any questions please call me at 298-1986. Yours truly, ARCHITECTS P.C. July 2, 2008 Mr. Damon Rallis Plans Examiner, Building Department Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Re~ Peconic Landing Additions & Alterations Community Center Dear Mr. Rallis: We are writing to you in regards to the above project, and your recent meeting with John Condon of Condon Engineering. As there are a number of issues that require a response, we thought it best to review them individually. ~Submit Energy Code Compliance. .~p/r2oSpOnse: See attached for two of COMcheck certificates, dated (2) copies 8/08, signed and sealed. vide two (2) temporary doors at temporary enclosure and revise door swing. -4~esponse: See attached for revised drawing A-101, Revision 2, July 2, 2008, noting requested items. 3. Provide data on flame spread of miscellaneous interior finishes. Response: ~3~A - See excerpt from specifications noting flame spread requirements for wainscoting. c~3B - See excerpt from specifications noting flame spread requirements for wood _les. Interior fabric awnings shall be provided by Owner, and shall comply with Section 805, excerpt attached. 508 MAIN ROAD · P.O. BOXS95 · AQUEBOGUE, NY11931 · PHONE: (631) 722-3511 · FAX:(631)722-3859 · WWW,ASHLEYMCGRAW.COM ~. Confirm compliance with area limitations. Response: See attached for excerpt of Table 503, noting requirements. The code provides for area modifications with an automatic sprinkler system and/or frontage increase. Specifically the limitation of 6,000 SF can be increased by an additional 300% (506.3) for sprinklers. Therefore the area limitation, without frontage increased, is 6,000 SF + 18,000 SF -- 24,000 SF. The existing Community Center fire area is 17,990 SF and the addition is 1638 SF. The proposed actual fire area would therefore be 19,628 SF. This is less than the .~Cilowable. onfirm plumbing fixture quantities. Response: See attached for Table 2902.1 noting requirements. Community Center's stated occupancy is 428 occupants. Please note, occupancy is unchanged with addition. Therefore: Required Provided Water Closets Male 3 8 (incl. urinals) Female 3 8 Lavatories 3 15 Drinking Fountain 1 1 Service Sinks 1 2 6. Provide copy of the Suffolk County Health Department Approval. Response: Peconic Landing to provide under separate cover. 7. Provide copy of Greenport approval regarding sewage. Response: Peconic Landing to provide under separate cover. 8. Provide for miscellaneous M/E/P/S items. Response: Condon Engineering to provide response under separate cover. Should you have any questions or comments, please do not hesitate to call. Very truly yours, Ashley McGraw Architects, P.C. Dominic LaPierre, AIA, LEED AP Principal Cc. w/Enclosures: Arthur Leudesdorf, Peconic Landing Cc: John Condon, Condon Engineering · ~ECONIC LANDING DIVISION 7 THERMAL & MOISTURE PROTECTION 3. WORKMANSHIP All surfaces to receive sealant shall be clean of all foreign matter. All surfaces shall be properly cleaned before application of sealant (i.e.) xylol or similar solvent shall be used to remove any film from metal surfaces and masonry surfaces shall be brushed or air jet cleaned. b. No sealant shall be applied to damp or frosted surfaces. Sealant may be applied at temperatures below 40°F. only after approval from the Architect. 07.08 VAPOR BARRIER (BELOW GRADE) a. Provide and install a 6 mil plastic vapor barrier below poured interior concrete slabs - typical throughout. 07.09 WEATHER BARRIER (BEHIND SIDING) a. Install behind siding Dupont Tyvek Commercial Wrap as per manufacturers specifications. Use #4 nails with caps, 2 inch diameter plastic cap fasteners. Use sealants and adhesives as recommended by weather barrier manufacturer. b. Seal seams with seam tape at all vertical and horizontal overlapping seams. 07.10 PVC EXTERIOR TRIM To match existing. 07.11 PVC SOFFITS 07.12 Match existing soffit vent detail. SIDING Exterior siding shall be prefinished Fiber-Cement shingleside, straight edge panel, as manufactured by James Hardie. Color to match existing. Install with exposure to match existing. Nails shall be galvanized steel, ring shank of sufficient length to penetrate wood a minimum of 1". Installation shall be per manufacturer's instruction. Install over weather resistive membrane as recommended by manufacturer. Interior wood shingle siding shall be doubled at the base, spaced apart approximately '/4", joints in any one course shall not be less than 1-1/2" away from joints in adjacent courses. Shingles shall be Red Center, Certigrade No. 1, Class B shingles with red Certi-Guard label, Blue Label, 16" long, 6" to weather, custom stained. Page 4 of 4 PECONIC I~ANDI~G DIVISION 9 FINISHES I st Coat Latex Quick-Dry Primer 2nd Coat Regal Aquapearl Enamel 3rd Coat Regal Aquapearl Enamel e. Interior Woodwork (All interior doors, door and window trim) 1st Coat Minwax Stain 2nd Coat Semi-Gloss Polyurethane (Lightly sand between coats) 3rd Coat Semi-Gloss Polyurethane f. Interior Metal 1 st Coat Iron Clad Retard-X Rust Inhibitive Latex-Primer 2nd Coat Regal Aquaglo FIREPROOF ADDITIVES AND TREATMENT 1. The wainscoting and base are to be treated with an additive to the paint for these surfaces to develop a Class "B" or 26-75 Flame Spread rating for these surfaces. 2. Flame Spread Paint Additive: A powdered additive shall be added to the interior latex paint as manufactured by Hy-Tech, PO Box 216, Melbourne, FL 32902 (1-866-649-8324) as specified by the manufacturer. 3. Flame Spread Stain Treatment: Provide for fire retardant varnish as manufactured by Flame Control Coatings, LLC, 4120 Hyde Park Blvd., Niagra Falls, NY 14035 (716-282-1399), as specified by the manufacturer. 4. The Contractor shall so certify from the manufacturer listed that these surfaces will obtain the rating as listed above. 9.04 CARPETING Carpeting shall be fumished and installed by owner. 9.05 ACOUSTICAL TREATMENT A. Scope 1. The work under this headline shall consist of furnishing all labor, materials, equipment, and appliances necessary or required to furnish and install Acoustical Treatment, but not limited to the following: Page 8 oflO INTERIOR FINISHES 803.7 Expanded vinyl wall coverings. Expanded vinyl walI coverings shall comply with the requirements for textile wall and ceiling materials and their use shall comply with Section 803.6. Exception: Expanded vinyl wall or ceiling coverings com- plying with Section 803.2 shall not be required to comply with Section 803.1 or 803.6. 803.8 Insulation. Thermal and acoustical insulation shall comply with Section 719. 803.9 Acoustical ceiling systems. The quality, design, fabrica- tion and erection of metal suspension systems for acoustical tile and lay-in panel ceilings in buildings or structures shall conform with generally accepted engineering practice, the pro- visions of this chapter and other applicable requirements of this code. 803.9.1 Materials and installation. Acoustical materials complying with the interior finish requirements of Section 803 shall be installed in accordance with the manufacturer's recommendations and applicable provisions for applying interior finish. 803.9.1.1 Suspended acoustical ceilings. Suspended acoustical ceiling systems shall be installed in accor- dance with the provisions of ASTM C 635 and ASTM C 636. 803.9.1.2 Fire-resistance-rated construction. Acousti- cal ceiling systems that are part of fire-resistance-rated construction shall be installed in the same manner used in the assembly tested and shall comply with the provi- sions of Chapter 7. SECTION 804 INTERIOR FLOOR FINISH 804.1 General. Interior floor finish and floor covering materi- als shall comply with this section. Exception: Floors and floor coverings of a traditional type, such as wood, vinyl, linoleum or terrazzo, and resilient floor covering materials which are not comprised of fibers. 804.2 Classification. Interior floor finish and floor covering materials required by Section 804.5.1 to be of Class I or Il ma- terials shall be classified in accordance with NFPA 253. The classification referred to herein corresponds to the classifica- tions determined by NFPA 253 as follows: Class 1, 0.45 watts/cra2 or greater; Class II, 0.22 watts/cm2 or greater. 804.3 Testing and identification. Floor covering materials shall be tested by an approved agency in accordance with NFPA 253 and identified by a hang tag or other suitable method so as to identify the manufacturer or supplier and style, and shall indicate the interior floor finish or floor covering classifi- cation according to Section 804.2. Carpet-type floor coverings shall be tested as proposed for use, including underlayment. Test reports confirming the information provided in the manu- facturer's product identification shall be furnished to the code enforcement official upon request. 804.4 Application. Combustible materials installed in or on floors of buildings of Type I or II construction shall conform with the requirements of this section. Exception: Stages and platforms constructed in accordance with Sections 410.3 and 410.4, respectively. 804.4.1 Subfloor construction. Floor sleepers, bucks and nailing blocks shall not be constructed of combustible mate- rials, unless the space between the fire-resistance-rated floor construction and the flooring is either solidly filled with approved noncombustible materials or fireblocked in accordance with Section 717, and provided that such open spaces shall not extend under or through permanent parti- tions or walls. 804.4.2 Wood finish flooring. Wood finish flooring is per- mitted to be attached directly to the embedded or fireblocked wood sleepers and shalI be permitted where ce- mented directly to the top surface of approved fire-resis- tance-rated construction or directly to a wood subfloor attached to sleepers as provided for in Section 804.4. l. 804.4.3 Insulating boards. Combustible insulating boards not more than 0.5-inch (12.7 mm) thick and covered with approved finished flooring are permitted, where attached di- rectly to a noncombustible floor assembly or It wood subflooring attached to sleepers as provided for in Section 804.4.1. 804.5 Interior floor finish requirements. In all occupancies, interior floor finish in vertical exits, exit passageways, exit ac- cess corridors and rooms or spaces not separated from exit ac- cess corridors by full-height partitions extending from the floor to the underside of the ceiling shall withstand a minimum criti- cal radiant flux as specified in Section 804.5.1. 804.5.1 Minimum critical radiant flux. Interior floor fin- ish in vertical exits, exit passageways and exit access cord dors shall not be less than Class I in Groups I-2 and I-3 and not less than Class II in Groups A, B, E, H, I- 4, M, R- 1, R-2 and S. In all other areas, the interior floor finish shall comply with the DOC FF-I "pill test" (CPSC 16 CFR, Part 1630). Exception: Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1. l, Class Il materials are permitted in any area where Class I materials are required and materials complying with DOC FF-I "pill test" (CPSC 16 CFR, Part 1630) are permitted in any area where Class II mate- rials are required. · -~ [F] SECTION 805 DECORATIONS AND TRIM 805.1 General. In occupancies of Groups A, E, I, R-I and dor- mitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with Section 805.2 and NFPA 701 or noncombustible. In Groups I-1 and I-2, combustible decorations shall be flame retardant unless the decorations, such as photographs and paintings, are of such limited quantities that a hazard of fire 154 BUILDING CODE OF NEW YORK STATE development or spread is not present. In Group I-3, combusti- ble decorations are prohibited. 805.1.1 Noncombustible materials. The permissible amount of noncombustible decorative material shall not be limited. 805.1.2 Flame-resistant materials. The permissible amount of flame-resistant decorative materials shall not ex- ceed 10 percent of the aggregate area of walls and ceilings. Exception: In auditoriums of Group A, the permissible amount of flame-resistant decorative material shall not exceed 50 percent of the aggregate area of walls and ceil- ings where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3. I. 1 and the material is installed in accordance with Section 803.4. 805.2 Acceptance criteria and reports. Where required to be flame resistant, decorative materials shall be tested by an ap- proved agency and pass Test 1 or 2, as appropriate, described in NFPA 701 or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the code enforcement official upon request. 805.3 Foam plastic. Foam plastic used as trim in any occu- pancy shall comply with Section 2604.2. 805.4 Pyroxylin plastic. Imitation leather or other material consisting of or coated with a pyroxylin or similarly hazardous base shall not be used in Group A occupancies. 805.5 Trim. Material used as interior trim shall have minimum Class C flame spread and smoke-developed indexes. Combus- tible trim, excluding handrails and guardrails, shall not exceed 10 percent of the aggregate wall or ceiling area in which it is located. INTERIOR FINISHES BUILDING CODE OF NEW YORK STATE 155 GENERAL BUILDING HEIGHTS AND AREAS TABLE 503 ALLOWABLE HEIGHT AND BUILDING AREAS Height limitations shown as stories and feet above grade plane. Area limitations as determined by the definition of "Area, building," per floor. TYPE OF CONSTRUCTION TYPE I TYPE ti TYPE Itl TYPE IV TYPE V A B A B A B HT A B GROUP Hgt(S) UL 160 65 55 65 55 65 50 40 A-I S UL 5 3 2 3 2 3 2 I A- A UL UL 15.500 9,500 14.000 9.500 15.000 11,500 6,00~ A-3 S UL I I 3 2 3 2 3 2 ~ ~ A UL UL 15,500 9.500 14.000 9~500 [ 5.000 I 1.500 6.000 A4 S UL I 1 3 2 3 2 3 2 I A UL UL 15,500 9,500 14,000 9,500 15,000 I LS00 6,000 A~5 S UL UL UL UL UL UL UL UL UL A UL UL UL UL UL UL UL UL UL B S UL II 5 4 5 4 5 3 2 A UL UL 37,500 23.000 28,500 19,000 36,0CO 18,000 9,000 E S UL 5 3 2 3 2 3 I I A UL UL 26,500 14,500 23,500 14,500 25,500 18,500 9.500 F-I S UL II 4 2 3 2 4 2 I A UL UL 25.000 15,500 19,000 12.000 33.500 14,000 8.500 F-2 S U L 11 5 3 4 3 5 3 2 For SI: I foot = 304.8 mm, I square foot = 0.0929 nfl. UL = Unlimited. NP = Not permitted. a. As applicable in Section 101.2. b. For open parking structures, see Section 406.3. c. For private garages, see Section 406.1. 68 BUILDING CODE OF NEW YORK STATE CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL 2901.1Scope. TheprovisionsofthischapterandthePlumbing Code of New York State shall govern the erection, installation, alteration, repairs, relocation, replacement, addition to, use or maintenance of plumbing equipment and systems. Plumbing systems and equipment shall be constructed, installed and maintained in accordance with the Plumbing Code of New York State. [P] SECTION 2902 MINIMUM PLUMBING FACILITIES 2902.1 Minimum number of fixtures. Plumbing fixtures shall be provided for the type of occupancy and in the mini- mum number shown in Table 2902,1. The number of occupants shall be determined by this code. Occupancy classification shall be determined in accordance with Chapter 3. TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.2 and 2902.3) WATER CLOSETS DRINKING (SEE SECTION 2904.2 OF THE FOUNTAINS PLUMBING CODE OF NEW (SEE SECTION YORKSTATEFOR URINALS) LAVATORIES 410.10FTHE BATHTUBS PLUMBING USE OR CODEOFNEW No. CLASSIFICATION GROUP DESCRIPTION MALE FEMALE MALE FEMALE SHOWERS YORKSTATE OTHERe Theaters usually with fixed seats and other A I buildings for Ihe I per 125 I per 65 I per 200 -- I per 500 service performing arts and sink motion pictures Nightchlbs, bars, tavems, dance halls I service '~ ~ and buildings ~br I per40 I per40 I per75 -- I per500 sink similar purposes Restaurants. banquet I service hails and food courts I per 75 I per 75 I per 200 -- I per 500 sink Audltorimns without ermanent seating, art halls, museums, I per 125 I per 65 I per 200 -- I per 500 I service leclure halls, libraries, sink A-3 arcades and Assembly ~ymnasiums I see Sections ?assenger terminals 2902.2, 2902,5 ant md transportation I per 500 I per 500 I per 750 -- I per 1,000 I service 2902.6) -acilities sink >laces of worship and :other religious A-3 services. Churches I per 150 [ per 75 I pe~ 200 I per 1,000 service without assembly sink hallsd Colisenms, arenas~ per 75 for the per 40 lot the skating rinks, pools first 1,5043 and first 1,500 and A-4 and tennis courts fo~ per 120 for per 60 for the service indoor sporting events the remainder remainder I per 200 t per 150 -- I per 1,000 sink and activities exceeding exceeding 1,500 1,500 Stadiums, amusemem I per 75 for the per 40 for the turks, bleachers and [~rst 1,500 and first 1.50~ and A-5 grandstands ~br I per 120 g,~r per 60 for the I per 200 I per 150 -- I per 1,000 I service outdoor sporting lhe remainder remainder sink events andactivitiesa sxceeding exceeding 1,500 1,500 BUILDING CODE OF NEW YORK STATE 521 ~0S6S9£~£9~ idBfl 9NIO]In8 O]OH/flOS ~£:0~ 800~-~-t0 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Rel~ort Date: 0r/14~8 Oata fllellame: O.'~Pe=onio Lendlng~0642 Peconic Lar~dlng ct Sout~mentsLoeconlc lauding mvl.cck Section t: Project Information Project Type: Addition Project Tltle: Peconlc Landing Oommunlly Center Addition and ^iteration Constrd~on Site: t 500 Breolmock Road Greenf~ NY 11944 Pem~ No, pendiog Permit Date: pending Owner/Agent: Pecorllc landing P~lc Lmqding 1500 BreOknoe, k Road Gr~enport. NY 11944. 631 477 3800 Section 2: General Information Designer/Contractor: Ashley McGraw Archltoc.~s PC 508 Main Road PO Box 595 Aquebog~e, NY 11931 831 722 3511 as,~leymcgraw.com Bu~ng Lecati<~ (for weather data~. Suffolk, Haw ~e~: 11b ~ ~ D~ ~,e 65 d~ F): 715 V~I ~g / Wall N~ P~: 28% Floor Ama 1638 Section 3: Requirements Checklist Climate-SpeCific Requlremante: Component Nam4/D~,crlptlon Roof 1: AttiC Roof wt~h WoO~ Jol~ts ExteHee Welt 1: Wood.Framed, 18" o.~ Window 1: Vlnyf Frame;Doublo Pone, Clear. 5HGC 0,30 Door 1; Giro. Other, SHGC 0.30 Fleor 1; $1ob. On-Orado:Un heated, H~tel 2 it, Gtco. A~a Cavity Conk Proposed Budget orPoHmetor R-¥ol~e R-Value U.Foetor 16~ 38,0 0,0 0.026 0.059 1077 21.0 0.0 0.062 0.og0 160 -- -- 0,350 0,598 149 -- ~ 0,3rJ0 0.598 111 ~ 10,0 -- -. Budget U4i~tor~ sm u~l for sofKvitre bit,aline e~ulottoes ONLY, a~ are ~ ~e Air L~kage, Oomponent Ce~lfloatlon, end Vapor Re~er Requirement: 1. ~ ~ and ~no~ a~ ~u~, g~, ~a~pp~, ~ ~e 3. ~nt R-~U~ & U-f~rs ~ ~ 4. I~ I~ e~ ~ man~a~mds In~ons, in au~ant~l ~nt~ ~ ~e au~ being Ineula~d, and ~ a~le~ ~e ~ R-~I~ w~t ~ ee 6. ~k, ~ I~fl ~, and o~e~ dam~ In.mi ~ ~e ~1~1~ ~e ~e ~l~ ~ ~ed d~p~. Section 4: Compliance Statement O0rn/a/Mnoe S/atemeff: The profaned envelope design represented In this doc,Jla, n! is Coneist~mt wltfl the building plans, specifications and other calouldtm~ aubm;tted v~h this p~qltlt apl~loatim, The ~ envelq~e Syatem has been deigned to meet the 2007 New York ~ Censewallen Cel~l~tiun Code requlmmenls I~ COMcheck Vembn 3.6.3 and to comply wl~ the mandatory requlmment~ in the Requlrement~ Oheeldl~, red O.e~Ign. Pm. fes~a~el h?~. etompe<:l arid egnsd this page, they fi.re etteet~ng that to the beat of hlr~er knowledge, belief. uogrnsnt, auun p~ans or spe~m~atlons em In oompllen~e with this Cod~ and I~ T1Ue: Peno~lo Landing Community Center AddiUun end Alteration Relxxt date: 07114108 · Oeta fltungme: O:lbee00~e Llm~lng~642 Pecerdc Lar~ing at 8outh~munflf~peGOnlo t~ndtog revl.eek Page 2 of 7 BOS6SgzI£9I idBO 9NI0]I~8 O]OH±~OS COMcheck 8o.ftware Version 3.5.3 Interior L,ghting .a..nd Power Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 07114/08 Data §lename: O:~conl~ Landing'S)642 Peoonlo Landl~J at Southok~Doc~mer~'~eaconlc lend~Ig revl.cck Section 1: Project Infomtatlon ProJec~ Type: Addition Project Title: Pe~onlc Landing Community Center Addition and A~teration Consf~U~on Site: 150o Bmcknock Ro~d c.,~een~rt, NY 11944 Permit No. pending Permit Date: pending Owner/Agent: Pe¢o~io Landing Prconlc 1~00 Breckno~ Reed 631 477 3~ Designer/Contractor: Ashley Mc~w Architects PC 5~8 Main Road PO Box 59S Aqueb<>gue, NY 11931 631 722 3511 aShleyrncgraw.c~x~ Section 2: General Information Section 3: Requirements Checklist Interior Lighting: F*l 1, Total I~ watts must be let.~ than or equal to total altawad watts. AIIowe~ Wat~ Proposed Watts Cempilc~ 1474 0 YES I-I 2. Exl~ig~s 5Wattsor tass per side. Exterior Lighting: . [:] 3. E'fftoe~ greater than 45 lUme~s/W. ~lized lig~'dng hl~hllghting featum~ of hl~-ic I:,ui~dl~,, 8i~8~e; ~af~ty c~ se~rity ligh~n~; P~w-vo~g~ land~cBpe lighting. Control~, Sw'd. Ghino, .ncl Wiring: I'1 4. Im~dent contfl:d8 for e.ch q)~ce (~'witcIVoecupan.~ ean~r). · A~am de~g~eted as ee~uri~/o~ ema~geflcy ~reas that mum be con~nuou,fly ;llumlr~t ed. Lighting ~ atalrway~ ~ Oorrkloea that are elements of the means of [~ 5. Ma~er~tchat eM~'yto hotal/motalgueat mem. t-I $. Individual dwelling unl~ uparately metered. r-I 7. Bach ~ pro~fded with e manuel cont~l Io provide u~lf0~m ~ght reducttan by at least 50%. · Only one lumlnsire in space; An - .'~. _";ant-eaealng ~evfce con~oll the area: The areal Il · c~/fldor, i~.~ ~, reatl~:~m, pubic lobby ~ guest room: A~Ue If'mt uea tau than 0.6 Wattd~l.ft. ~ TI~; ~c Lar~lrlg Communlly Center Aitditfofl end ~ Report date: 07114/08 · ' *~.~ COMcheckSoftware Yer~lo,n 3.6.3 Mecha. nical Requ,rements Description 2007 New York Energy Conservation Construction Code Report Date: Data fllename: O:~Pe~onic Lending\0642 Peco~l¢ La~ding at 8outhoki~0ocumante'~pemnio landing rev1 ,cx~k Reporl date: 07114/08 " ' /~ COMeback Software Version ?.5.3 Mechanical Comphance Certificate 2007 New York Energy Conservation Construction Code Repo~ Date: 07114108 Data flleneme: O,~Pece~lc Landteg\0642 PeOO~l; Caning at Southold~Do~urnents~pec~o~ic landing revl,oak Section 1: Project Information I=roj~ Type: Addition Project Title: Pe=onlc Landing Community Center Addition and Alfemtion ~on Site: 4500 BredqleCk Road Gmenl~ NY 11944 I~ No. pending Permit Date: DendJng Owner/Agent: Peoanlc La~dlng Prooni~ Lending 1500 Bmc~rm~--k Road Greenport, NY 11944 631 477 3800 Section 2: General Information · Jl~irlg Location (for weather data): E~uftolk, New York c-Jin~te Zone: '1 t b Heetil~g Degree Day~ (base 65 degrees F): Coaling Degree Days (base 85 degrees F): 715 Designer/Contractor: Ashley M=Graw Arcfl{te~ts PC 508 Main Road PO Box 595 Aquebogua, NY I1931 631 722 3511 ashleymcgr~w,com 8action 3: Mechanical Systems List Section 4: Requirements Checklist Re.ri date: 07/14/08 9B~d ~0~6~9Z~£9~ idB0 ~NIO]IQ80qOHi~OS COMche. ck So.ftware Version 3.5.3. Inter,or L,ghting Appl,cation Worksheet 2007 New York Energy Conservation Construction Code Report Date: Data filename: o~Pe~o~lo Landing~0642 Pec~nlc Landing at 8ouffiokJ~Docx~'nonts'~oeconic landing revl.ccl< Section 1: Allowed Lighting Power Calculation A B C D 1638 0.9 1474 Section 2'. Proposed Lighting Power Calculation A B C O F Fixture ID *, Desorlpflon I Lamp 1Wat'ta~e Per Lamp I BallaM Lamir/ # of FiXture (C X D) Fl~m Flxtum~ Wa~ TO~al Proposed Watts = 0 Section 3: Compliance Calculation Iflfle Total Allowed Watts minus the Total Proposed Watts is greater ~'~n or equal to zero, lha building COmplies Total Allowed Watts = 1474 Total Prop0~-~d Waas ~- 0 Project Compliarlse -- 1474 ~£:0T 800~-~T-£0 Date tllename: O:~Peconlc kandln~Y'042 Peconio IJKilr~ at 8outholcl~DoGumant~l)eeonic landing revl,cck date; 07/14/08 ~£:0~ ~00~-~-~0 ~0S6S9i~£9~ 18BO ~NIO]I~8 OmCE I~O~1 OFF~CE ~PJ 010 I m~ I I ~m I ARCHITECTS, P.C I ~o~ I 508 MAIN ROAD ....... ~zZ~/ z~<~/ -- PLAN A101 / . / [ _ ~,-, / ~x ~ 118 ~ = FU~RE UNITS (46,&7,53,65,66,67,118) / NEW STORMWA~R DEI~N~ON / PECON[C LANDING AT SOU~OLD, INC. j APPLICAN T: ..... *- PEC0NIC LANDING AT SOU~OLD ~ ~ X ~ ~ ~ ~ -'~~ ~ ~ ~ ~ At: GREENPO~T Town of: SOUTHOLD Suffolk County, New York ~ Surf. Co. Tax Map: lOO0 ~ ~k" ~ ~ ~ ~ ' ~ J ~ ~ ~ : = RNA SURLY FOR CAE E~ANSI~ ~ =- . SCALE 1" = 100' 8 7 6 5 4 5 2 1 H G F E D C A J 212 de~. LIprf~ht 5~rinkter r~om ~ry -New flll~d ~ulth m) In thC Attic ~-I II IF II II II II II II II II II II II BUILDING CROSSEC i ION Scale: 1/4" = 1'- O" 8 7 SOFFIT K I 14' 1 1.-All Sprinkler heads to be 165 deg. F. unless otherwise noted as follows: 1 = for 212 deg. F. 2 = for 286 deg. F. 3 = for 155 deg. F. higher temperature will be indicated on the plans next to the sprinkler head. 2.- There are no unprotected concealed or blind spaces. 3.- Entire Building to be fully Sprinklered. 4.~ Entire building to be properly heated, in all areas protected by wet systems. 5.- Building and it's contents to be classified as Light Hazard. 6.- Pipe to be seamless, Black or galvanized, Schd. 40, or 10. Schd. 10 pipe to be rolled grooved, or plain only. 7.~ All fittings to be ASTM-53, black or galvanized, cast iron NPT, or grooved or plain end pipe system. 8.- All hangers to be installed in accordance with NFPA # 13. and to be of a type as indicated on the drawings. 9.- All equipment used shall be listed for the intended application. 10,- Systems shall be Hydrostatically tested to 200 psi for a period of no less than 2 hours, and be witnessed by Owner, or his representative and the AHJ 11.- Copy of Contractor's Material and Test Certificate shall be submitted to the AH J, and Owner's or it's representatives. 12.- There is no welding associated with this installation. 13.- All Underground Pipe whether existing or new is t,o be in accordance with NFPA # 24, latest edition. 14.- Entire installation to conform with all applicable standards of NFPA # 13, New York State Building Code, and Town of Southold. 15.- Changes and additions depicted on this drawing do not affect the Hydraulic criteria for the existing systems. Pipe sizes have been determined by the configuration of the existing system. DATE PLAN VIEW OF THE ADDITION AND RENOVATED AREA Scale: 1/4" = 1'- 0" 2-5/8" (65,7 mm) __J 5 Symbol 5p~INI~LEf~ IN CEILING FIRE Desc~pflon TYPrCAL lbi~F~I~NT 5Pf~IN~LEf~ SPRIN KLEt-4 SYMBOLS ,",_ND LFGFND Manufactu~r Model "K" Facfor SIN Number Total 3 165 212 286 PECO~C L~G CO~I'I'Y CEN~R Addition a Rmnovation - ~ 500 Brmeknock Road Gmmnpo~, NY ~ ~944 PE~ECT PLBNG. & ~AT~G CON~CTORS ~C. West Sa~IIIm, NY ~ ~796 2 8 7 6 5 4 3 2 1 g I I 212 ~e~. UF;rT~ht ~rTnk,l~r in Goml::;uetlk:;,l~ ENIn,:;i $~,ac~ From ~ry 1II I I f ! i 4'-1 I I I,; ' I r I I I I I I I PLAN VIEW Of THE ADDI"I~ON AND RENOVATED AREA All Sprinkler heads to be 165 deg. F. unless otherwise noted as follows: 1 = for 212 deg. F. 2 = for 286 deg. F. 3 = for 155 deg. F. higher temperature will be indicated on the plans next to the sprinkler head. 2.- There are no unprotected concealed or blind spaces. mi r 3.- Entire Building to be fully Sprinklered. 4.- Entire building to be properly heated, in all areas protected by wet systems. 5.- Building and it's contents to be classified as Light Hazard. 6.- Pipe to be seamless, Black or galvanized, Schd. 40, or 10. Schd. 10 pipe to be rolled grooved, or plain only. 7.- All fittings to be ASTM-53, black or galvanized, cast iron NPT, or grooved or plain end pipe system. 8.- All hangers to be installed in accordance with NFPA# 13. and to be of a type as indicated on the drawings. 9.- All equipment used shall be listed for the intended application. 10.- Systems shall be Hydrostatically tested to 200 psi for a period of no less than 2 hours, and be witnessed by Owner, or his representative and the AHJ 11.- Copy of Contractor's Material and Test Certificate shall be submitted to the AH J, and Owner's or it's representatives. 12.- There is no welding associated with this installation. 13,- All Underground Pipe whether existing or new is to be in accordance with NFPA # 24, latest edition. 14,- Entire installation to conform with all applicable standards of NFPA # 13, New York State Building Code, and Town of Southold. 15,- Changes an,d additions depicted on this drawing do not affect the Hydraulic criteria for the existing systems. Pipe sizes have been determined by the configuration of the existing system. Scale: 1/4"= 1'-0" "AS BUILT" RECORD DRAWINGS ~ from Wet antf- Fr~z~ solut FiLled ~lth JI ±1 '1 BUILDING CROSSECTION 5~le: 1/4 ; 1- 0 II 5T~,ND~F~D 5EMI-RECESSED 5P~rN~.LEF~ IN GEILIN~ ~EA5 FIRE Symbol Descdpiton ~ NIppl~'-~ up upright endant 5~2rinkler T'fPICAL U~F~FGNT 5PF~INI~-..LE F~ SPRINKLFR SYM B ('--'~ LS -A- N r-) LEG FN I-) Manutoclumr Model "K" Factor SIN Number 165 212 286 Total FIF~E 5P:~INK-.LE~ F~ENOYAT[ON ,~f~EA ~. DETAIL5 PECONIC LANDING COMMUNITY CENTER Addition & Renovation - 1500 Brecknock Road Greenpor[, NY 11944 PERFECT PLBNG. & HEATING CONTRACTORS INC. 87 Rollstone Avenue West Sayville, NY 11796 Eric letterman Tel: 516-236-8123 Fax:B31-344-4155 8 7 6 5 4 3 2 1 H G F E D C B A T~MPOt;~.At~.'r' STO~KPILt= LONG ISLAND 0 9 PUBLIC WATER SUPPLY FACILITY MAIN ROAD (N.Y.S. RTE. 25) /~ VIClNI'P¢ HAP soUND SBNITARY SEWER PUMP STATION HAh" BALE t~A~IE~ AT INLET5 NT5 634,78' ~Lb%/ATION ][ PLAN HAY' B~4_E BAP. P. IE~ POLLUTION O~NT~OL ~, TA)NIN~ ~IALL5 ' 51TE PLAN NCB 301 3 400 Young 3c Young 11901 5t i ~ ~ESC~IPTION CENE~AL 5EGUEN~E OF 5I ILi AC~TIVITIE5 i INSTALLATION OF P~INI~TER EROSION C~ONT~OL IdEA~U~4Z5 51TE DATA TOTAL A~-A = 144,~0~ EN®INEEIW5 OE~TIFICATION r 5Ut~Vt=¥O~'5 CErtIFICATION E~O5ION 4~ SEDIMENT CONTROL PLAN] ASPHALT iPARKING AREA NO. 2A / I I I I nr LANDING ,quffo~ Count5* Dep h Services Approval for C~fott-Other Than S~le F~m~IY ~ ~p~ of Heal~ Se~i~es a~da~, rela~g to ~nd ~wa~e ~spolal. ~egardle~s of any omission., · ' ~ ~ in ~J~ ~e a~hed pe~t con~tion~ ~d ~t~ ~p~ w&ve~ by the Depar~ent, This a~roval O£Cl 1 2007 AR, CHtTEiCTS, P,C 508 ,MAIN ROAD 8"SS GREASE TRAP COVER fTOP OP RADE RING) __ P,CONC, wALKs 16 ~ALT 12.74. ~IONOLITHIC )RECAST CONC. ~ 5OLID T = 24,65' I = 18.79 W I '~ 15,4'8 T '" I -, 13.10 22,20 T = 25,80 I = I ' '5.40"4- ~ Depn.,ta~nt of Health Service~ Approval ibr ,Constr uctton-Other Thtm S~gle Refe~n~ No. ~viewed for general co~o~ ~ 8~olk un~ Dop~mlt of Health Semcea zt~ar~, ~latmg ~o water ~upply and sewago dispozal, R~gardless of any ~nsi~t~ncies or la~k of det~, const~tion ~ req~r~ t~ a~oord~ce wi~ ~o attached p~rm't con~fions ~d app~cable ex~ ~ yeare ~m the ~ DEC1 1 ARCHITECTS, P, 508 MAIN ROAD A~LJa~O~, NEWYORK 1tB~1 8 7 6 5 4 3 2 1 BUILDING CROSSECTION ; T H 212 c~. Upright 5prfnKler in Com~ustflo[¢ I~lind ~ac~ From ~r~ G~l~t~m 'p~ LUst (&~st~m , rill~ ~uith F~Hy ~2rink,l~r~ct In the Attic -- n ..... lq-I ] II II II II H 1 I, .~---± :!'~1 I ::1 I T I I [ I ~ --4- '4--± I I i I :~ I , J J I IL - + + PLAN VIEW OF THE ADDITION AND RENOVATED AREA Scale: 1/4" = 1'- O" TYPrCAL t. JPP--.IGNT 8F:'~INK:.L Et~ 1.-All Sprinkler heads to be 165 deg. F. unless otherwise noted as follows: 1 = for 212 deg. F. 2 = for 286 deg. F. 3 = for 155 deg. F. higher temperature will be indicated on the plans next to the sprinkler head. 2.- There are no unprotected concealed or blind spaces. 3.- Entire Building to be fully Sprinklered. Symbol O FIRE SPRINKLFR NIp~l~d up uprl~ht S YM B ~ LS ANF~ L E ~ E 1"',4 Manufacfurer Model "K" Factor SIN Number 165 212 2S& total T~IE5E PLAN5 ARE AN IN5T~,UMENT OF 5E~vrcE AND ARE THE PROPEF~.1'( OF THE ENGINEE~ AND/OR CONTRACTOR, ANY UNAUTHORIZED ALTERATrON OR. 4.- Entire building to be propedy heated, in all areas protected by wet systems. 5.- Building and it's contents to be classified as Light Hazard. 6.- Pipe to be seamless, Black or galvanized, Schd. 40, or 10. Schd. 10 pipe to be rolled grooved, or plain only. All fittings to be ASTM-53, black or galvanized, cast iron NPT, or grooved or plain end pipe system. 8;- All hangers to be installed in accordance with NFPA # 13. and to be of a type as indicated on the drawings. 9.- All equipment used shall be listed for the intended application. 10.- Systems shall be Hydrostatically tested to 200 psi for a period of no less than 2 hours, and be witnessed by Owner, or his representative and the AHJ 11 .- Copy of Contractor's Material and Test Certificate shall be submitted to the AH J, and Owner's or it's representatives. 12.- There is no welding associated with this installation. 13,-All Underground Pipe whether existing or new is to be in accordance with NFPA # 24, latest edition. 14.- Entire installation to conform with all applicable standards of NFPA # 13, New York State Building Code, and Town of Southold. 15.- Changes and additions depicted on this drawing do not affect the Hydraulic criteria for the existing systems. Pipe sizes have been determined by the configuration of the existing system. NOV - 6 'r Flte. E 6PI~INKLE~ t~ENOVATION ~P-:I~,~' 4 DETAIL& PECO~C L~D~G COM~Y CENt'ER Addition ~ Renovation - ~ 500 Bmcknoak Gmen~, NY ~ ~944 PERFECT PLBNG. & HEATING CONTRACTORS INC. 87 Rolistone Avenue West: Sayville, NY 11796 Tel;516-236-8123 Fax:63%344-4155 E D C B A 8 7 6 5 4 5 2 1 8 7 6 5 4 5 2 1 H G F E D C B A J H i . ! 'i $ ,+, ' ¢ A F I I I I I r-~l I ~ f I I I I I 212 ~. UprT~ht Sprinkler in Com~2u$+.i~l¢ ~lin~ O~ac~ Abov~ N~LU C~ilin~ 14' L 1.- All Sprinkler heads to be 165 deg. F. unless otherwise noted as follows: 1 = for 212 deg. F. 2 = for 286 deg. F. 3 = for 155 deg. F. higher temperature will be indicated on the plans next to the sprinkler head. 2.- There are no unprotected concealed or blind spaces. 3.- Entire Building to be fully Sprinklered. 4.- Entire building to be properly heated, in all areas protected by wet systems. 5.- Building and it's contents to be classified as Light Hazard. 6.- Pipe to be seamless, Black or galvanized, Schd. 40, or 10. Schd. 10 pipe to be rolled grooved, or plain only. =I All fittings to be ASTM-53, black or galvanized, cast iron NPT, or grooved or plain end pipe system. All hangers to be installed in accordance with NFPA # 13. and to be of a type as indicated on the drawings. 9.- All equipment used shall be listed for the intended application. 10,- Systems shall be Hydrostatically tested to 200 psi for a period of no less than 2 hours, and be witnessed by Owner, or his representative and the AHJ 11,- Copy of Contractor's Material and Test Certificate shall be submitted to the AH J, and Owner's or it's representatives. 12.- There is no welding associated with this installation. 13.- All Underground Pipe whether existing or new is to be in accordance with NFPA # 24, latest edition. 14.- Entire installation to conform with all applicable standards of NFPA # 13, New York State Building Code, and Town of Southold. ~nclant. $prinkler ~rom ~)r~ S~st~m In the Attic n i II ipe From ~¢t. I (Su~t~m f I ~°lut/~ I ] IIiiI I qew 5~mf-rec~sec~ I ~ c 15.- Changes and additions depicted on this drawing do not affect the Hydraulic criteria for the existing systems. Pipe sizes have been determined by the configuration of the existing system. PLAN VIEW OF THE ADDITION AND RENOVATED AREA "AS BUILT" RECORD DRAWINGS GTANC)~,~D 5E~I-f~ECEGGED 5F=~INKLE~ IN CEILING Af~EA5 TYPICAL UP~.I~NT $PF~IN~-.LEF~ ~PPLIC~ESLE N,~NE~EF~ ~ET~FL5 FIRE SPRINKLER SYMB(: )LS ANu LI GFNi ) Scale: 1/4" = 1'- 0" 8 7 6 ENA ENA 5 Symbol O Descrlpllon Rnlsh Manufactu~ Model 4 5 "K" Factor SIN Number 165 212 286 Total 2 PERFECT PLBNG. & HEATING CONTRACTORS INC. 87 Rollstone Avenue West Sayville, NY 11796 Eric Letterman Tel: 516-236~8123 Fax:631-344-4155 SHEET 5PRK~ 1 H G F E D C A PECONIC COMMUNI NDING CENTER DO NOT PROCEED WITH F~A~MING UNTIL SURVEY OF ;-©UNDATION LOCATION HAS SEEN APPROVED AS NOTED ATE' ~7[ · 3~-~80A 8AM TO 4PM FOR THE 31_LOWING INSPECTIONS: FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ROUGH - FRAMING & PLUMBING ;, INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.C. ALL CONSTRUC'RON SHALL MEET THE REQUIREMENTS OF '[HE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF DITION D ALTE TI [~ S0~D TOWN TR~TEES ~/~ ~.~.s.~c 0;;CUPANCY OR 1,500 B R KN OC K ROAD ~Z WITHOUT CERTIFICATE o~(~*' "'OF OCCUPANCY GREENPORT NY 11944 ~ ~ ALL CONSTRUCTION SHALL ., ~k MEET THE REQUIREMENTS OFTHE , ~' CODES OF NEW YORK STATE, PLUMDER CERTIRCA~ , ON LEAD CONTENT OF SOUTHOLD 8Uc? ~,~,~"~FM CANNOT ,,,, ,,,,,, ~,~. ASHLEY McG~W A;ITECTS, P.O. ~ %%Z2 LOCATION 508 MAIN ROCD, P O BOX 595, A~UEBOGUE, NY 11931 PHONE. (631) 722-3511 F~. (631) 722-3859 ashleymcgraw.com N · STRUCTURAL/MECHANICAL ENGINEER, PC CONDON ENGINEERING 1755 SIGSBEE ROAD MATTITUCK, NY 11952 631,298,1986 CONDONENGERRING~OPTONLINE.NET HTr p;INV~N.CONDONENGINEERING.COM TO THE BEST OF MY I~JOWLEDGE AND BELIEF, THESE DOCUMENTS HAVE BEEN PREPARED IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE AND OTHER APPLICABLE FEDERAL, STATE, AND LOCAl. CODES AND ORDINANCES, INCLUDING THE LATEST EDITION OF THE ENERGY CONSERVATION CODE OF NEW YORK. SIGNED, DOMINIC LAPIERRE, ARCHITECT DATE: SET NO. S-101 S-102 S-201 FOUNDATION PLAN ROOF FRAMING PLAN STRUCTURAL DETAILS ARCHITECTURAL A 100 A101 A102 A110 A201 A301 A302 SYMBOLS, PARTITION TYPES, ABBREV. DEMO PLN. & NOTES PLAN ROOF PLAN REFLECTED CEILING PLAN ELEVATIONS SECTIONS AND DETAILS SECTIONS~,S~NAILING SCHEDULE A601 DOOR, WINDOW DETAILS AND SCHEDULES P-102 PLUMBING WASTE PLAN ELECTRICAL ', ' E-101 ELECT~IOAL LIGHTING PLAN E-102 ELECTRICAL REOEPTIOLE PLAN HVAC H-101 H-102 HVAC PLAN HVAC NOTES & DETAILS FIRE PROTECTION FP-101 FIRE PROTECTION PLAN FP-102 FIRE SPRINKLER PLAN f,3LU 0 ~ZW~ Z 1.1.1 I-- uj o_ z,~ _< Ms:Bo_ I REVISION NO: /~ MISC REVISIONS APRIL 15, 200E JOB NO. 9642 DRAWN BY: PC CHK'D BY: DL SCALE: AS NOTED DATE ISSUED: JAN. 25, 2008 COVER A000 ASHLEY MCGRAW ARCHITECTS ASPHALT PARKING A, RI~A NO. 2A $'I'ORMWA'T~R~ BIO DETENTION ILTRATION ' , PUm.m PORTION SCN,.E: 1" - 'OF' SI TE PLAN ARCHZTECTS, P,C 508 MAIN ROAD AQUEGOG~IE, NEWYORK 1t9~t a-u a REVISION NO: ~ ~"~/~ DRAWN BY: ~,, CHK'D By: ~ 2007 - ASHLEY MCGRAW ARCHITECTS --COVER PCONC ;OLLAF~ 7¢ 157' OP' 18"¢ HDpE PIPE EMH 2.10.0 24.,65 18.79 W 13.48 S,E WALKS 29.20 ~11 .09.1 ' ;,/ ~=" / ./ -' '"'V -¢~,,,o0, ~ ,, L ' ~ ~ . 28.00 . ' ~ 2~,~ WALK ~,,,, 27, I = 12,74 2, 2~.98 ',20' OF 18",¢ HDPE PIPE G ~-/~ ,-]~ ~.~ EMH 2.09.0 = 26.20 ,.NCB 2.09.2 = 13.1o E,W T = 25.80 = 22.20 N @ I 3.404- O MONOLIq'HIC CONC ~ DQLID I~ING 8"SS /., ARCHITECTS, P,C 5O8 MAIN ROAD AQ UEBOG~IE~ NEiW YORK 11931 iZo 0 i~. I,- z . ¢~,TH'. I0¢O-'55- J. 2..~ ; 200 7- ASHLEY MCGRAW ARCHITECTS TOP OF FOO~NG * ~m(xete IVMe · ~ TYPICAL STEP FOOTING DETAIL CONCRETE PATIO DETAIL ; ,.'mcK, . c~,~,.,~(-~)~,~. ,=..~.,.~ . ~. ~K - ~md~4~ - ~~T~.~2W ....................... - TmMb~M~,~~, ~ -~EE~ ~e~/~ TOnG~O~OFOR,a~T.O.O~ ~ ~ ~ I . - ~ I~ - / ~ ~1~ UNDImmED ~IL .............................. ~ 180~TED FOOTING DETAIL ~x~x~rp~ I uYm ~TiON W~L DETAIL I ·L~: 1"t'~ COLUMN BASE CONTROL JOINT DETAIL '~ ' ~Mm~l~.l~wk~ II ~ N~MN~. ~ / ~~.~ ~ ~i~ln~d~~ / ~exex~.~~.) L L_ --~x.~xt~P.~.m ~ WITH 18'X tS'HER ~ f.0'X t4' P.0. F're Wl(6)~ BW ARCHITECTS, P,C 508 MAIN :ROAD AQUEBoGI~E,:NEW YORK ~q 931, ~; W ~ 0 azo . = FOUNDATION PLAN S-101 ; I ~~_ I' I / ,_..--~ .... ~................................ I '1 I " , I I I I I I I I I I I I i I i I I ' ;, I , , ,, , , , , , , , , , , ,,,,, (2) ~X12 HEADER *'-'"T-"" ~ ~ ~)~~ ~L~ ; ~ ~ ~ ~ .........* ~ - ~ING ~4X~10 ~UBN ARC 508 MAIN ROAD ROOF FRAMING PLAN $-102 Nailing Zones for Roof Sheathing in 120 ( MPH Peak Gust Wind Zone Zone1 Zone2 Zone3 Field 6" O.C. 12' O.C. 4' O.C. Pane Edges 60.C, 60,C. 40.C. Nailing Requirements for 120 MPH, 3 Sec. Peak Gust, 2~ Thick Roof Sheathing with 8d Common Nails Roof Sheathing Nailing Details SCALE: 1/8" = 1'-0" ~r Joint'~'esedpgen .~r ~ ] Numb~'ofNails J NellSpa'~'m9 ROOF NAILrNG Rafter to Top Plate (Toe -nailed) 4 - 8d per rai~r Ceiling Joist to Top Plate (TGe -nailed) 4 - 8d per joist Ceding Joist to Parallel Rafter (Face ~naded) 8-16d each lap Cellin9 Joist Laps Over Paditions (Face -nailed) 8-16d each lap ~Collar Tie to Rafter (Toe-nailed) 2-1Od par ~ Blocking to Rafter (Tce nailed) 2 - 8d each end Rim Board to Ra~ (End Nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face -nailed) 2 - 16d (1) per fool Top Plates at Intersections (Face -nailed) 4 - 16d jaists - each side Stud to Stud (Face -nailed) 2 - 16d 24' o.c. ~Header te Header (Face -nailed) 16d 16" o.c. along edges Top or Bottum Plate to Stud (End Nailed) 2 - 16d per 2~4 s~d 3 - 16d per 2x6 stud 4 - 16d per ~(8 stud Bo~om Plate to Floor Joist, Band Joist, End joist or Blocking (Toe-nailed) 2-16d (1,2) per foot FLOOR FRAMING Joist to Sill, Top Plate er G~rder (Toe -nailed) 4 - 8d per joist Bddgtug to Joist (Toe-nailed) 2 - 8d each end Blocking to Joist (Tee-naltad) 2 ~ 8d each end Bl~cking to Sill er Top Plate (Tce~naded) 3 - 16d each block Ledger Stop te Seam (Face-nailed) 3 - 16d each joist Joist on Ledger te Beam (Toe-nailed) 3 - 8d per joist Band Joist to Joist (End-nailed) 3 - 16d per joist Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d (1) per f~te ROOF SHEATHING Stmcturel Pa~ais 8d (Detail sheet S-2) CEILING SHEATHING Gypsum Wallboard I 5d coolers I 7" edge / 10" Eeld WALL SHEATHING Gypsum Wallpeard I 5d coolers I 7" edge / 10"lield FLOOR SHEATHING S~elurel Panels 1" er less 8d 6' edge ! tg" geld (1) Nailing redutrem ante am based on wati sheathing n ailed 6" on-center ell~e panel edge. If wall sheathing is nailed 3" on-center at foe panel edge te obtain h[gpar shear capacities, nailing requirements for sbueluml members shall he doubled, er alternate connectars, such as shear plates, shall pa used fo maintain load path. (2) When wall sheathing is continuous o~r connected mom bors, the tab ututed num bar of nails shstl he pe~iged fo be reduced fo 1 - 16d nad per fc~Bti Simpson MTS30 Rafter Strap at each Rafter Tail KNE 1/2" O E 2X8 CEILING JOISTS @ 16" O.C, SIMPSON LUS2( iOOF TRUSS RAFTER TO REMAIN WISX50 STL. BEAN PACKED B ANCHOR DOLTS AT C¢OLUMN ~"CONTINUOUS ¢'COLUMN~r~YP,} EX. ROOF TRUSS CONNECTION TO NEW STEEL BEAM SCALE: 1"=1'~' LOAD BEARING KNEEWALL 2X6STUD WALL@ 2X12 ROOF RAFTERS @ 16' EXISTING ROOF TO REMAIN ~PfP) ' PLY'vIKBOD DETAIL A - TYPICN. ATTACHMENT OF pLY~OD OPENINGS PRO~EC~[ON TO WOODJ;RAME BUILDING Alternate to 120 MPH Certified Window Installation Plywood Panel Window and Door for Wood Fn Typical Wall and Sift Strapping Detail 2X6 STUDS @ 1~ 15/32' APA RATED EXPOSURE 1 pLYWOOD WALL SHEATHING 2)(8 CEILING JOISTS DROPPED CEILING/ NEW4'CONCRETESLAB ~/~'W/6XO-10/10WWFOVER 4" CRUSHED STONE Wt~X50 STL BEAM - HSS 6, X 6 X 1/4' COLUMN (TYP.) 4"EXISTING CONCRETE SLAB W/ 6X6-1S/IOWWF OVER 4" CRUSHED STONE EX. 8"FOUNDATION WALLWITH 1~ X24" FTG. W/~)~LWB,:#4 @24" O.CSWB Simpson MTS30 Rafter Strap at each Ratter Tail 15/32" APA RATED EXPOSURE t PLYWOOD WALL SHEATHING 3X8 ACQ RAFTERS Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New Yor~ 11952 (631) 298-t986 (631) 298-2651 w',w~.condonengineering.com (4) 2X12 ACQ BEAM __(2) 4" TIMBERLOK SCREWSRAETERTO SEAM (2)12" GALV. LAG BOLTS 4X4 ACQ WOOD COLUMN COUNTER SINKAND PLUG ALL BOLTS AND SCREWS BIGFOOT SYSTEMS FOOTING FORM BF24 WITH 12"O SONOTUSE FILLED WITH CONCRETE. ALTERNATE: 24"0 SONOTUBE ON 24X24X8 PAD. ~ SIMPSON CBQ66-SDS2 COLUMN BASE I I NOTE: ALL SIMPSON FASTENERS AND CONNECTORS USED ON THE EXTERIOR AND IN CONTACT WITH ACQ LUMBER ARE TO BE SIMPSON TYPE 304 OR 316 STAINLESS STEEL. TYPICAL TRELLIS SECTION SCALE: 1/2" = 1'-0" LOAD BEAR 2X6 STUD WALL@ 2X12LEDGER WITH 5~" THROUGH BOLTS O.C. STAGGERED 2XI2ROOF RAFTERS@ W18X50 STL. BEAM @ 16" O.C. NEW4 CONCRETE SLAB W/ /10 WWF OVER 4" CRUSHED STONE B I EX, 8" FOUNDATION L Iff fl FI - HSS 6 X 6 X 1/4" COLUMN (TYp.) CONCR:; X'S ;Nw / '~'",~R[EMOVE EX, FOUNDATION AS NECESSARY TO IMISTALL NEW4~) X4-0 X 12 P.C. FOOTING (~EE TYPICAL ISOLATED FOOTING DETAIL S~HEET S-103) TYPICAL BUILDINiG SECTION SCALE: 1/4" = 1'~" --3impson Stm~ Typical Waft and Sill Stropping Detail II I WALLWITH 12" X 24" ~ B I FrG. WI (3) #4 LWB, ~4 ii II @ 24" O.C SWB REMOVE EX. FOUNDATION AS NECESSARY TO INSTALL NEW4-0 X 4-0 X 12 P.C. FOOTING (SEE TYPICAL. ISOLATED FOOTING DETAIL SHEET S-103) 6X6 - 10/t 0 WWF OVER 4" CRUSHED STONE TYPICAL BUILDING SECTION SCALE: 1/4" = 1'-0" ARCHITECTS, P,C 508 MAIN ROAD AQUlEBOGUE, I~ YORIK 11931 REVISION NO: /~ MISC REVISION ~-PRIL 15, 2008 REVISION NO: ~ town ¢o~m;v, ,v^c JULY 7, 2008 JOB NO. DRAWN BY: JJC CHK'D BY: SCALE: AS NOTED DATE ISSUED: 112512008 STRUCTURAL DETAILS S-201 (~) 2008 ~ ASHLEY MCGRAW ARCHITECTS POINT= ORIDLINES ~TISTL. I ASSEMBLY ~TE~ WOOD S~D ASSEMBLY ~-~_~ TINUBN?RATE PINI,HED NUEPA~N LINE8. N~I/ SIZE: 2X! DR 2XS NOMINN. ~. SIZ~ 2X, OS 2X, RDMINN. ~ ; I I . D~NLNUMBER ACCESSORIES: 3" roUND A~N~nNG RBEm~S ~ ACCESSORIES: ~ ~ HT S~ RR~S~0KE ~GHT ~ -- - ~ -- -- S~ RR~SMOKE TIG~ ~CHEDU~D ~ ' ~ MATERIAL SYMBOLS ..... ~ PA~ I I I iON ~PES WALL OUTLET CAUL~NG DETAIL NOT TO SCALE C~ NOT TO SCALE ACOUS PN, ACOUSTIC~ P~EL DL D~L~D ~ ~BO~TORY STOR STUNG, ~,~c ABovEAiR ~NDiTiON,N~,imH FLOOR Dw~DROPN~ D~W.N~DOOR OPmN~ ~LL~ UvBLOC~R ROOMLoA, TBT'~ TAcKTON~U"~" ~R~VeBo~D 1. DIMENSIONS SHOWN:ON P~ ARE TO FACE 0F STUDS 0R T0 FACE 0F CMU ANCHOR LL" LONG LEG "O ZONT TEMP TEMPEreRS . NON *LT ALTER~TE ~ ~CH LOC LOCAT~aN T~ TE~ 2. WHERE ~ES IS DESIGneD FOR ACOU~IC ~U~ ON P~ION ~PES. S~ PERIM~ER ~UM ALUMINUM EF5 ~ERIOR FINISH SYBTEM LONG LONGITUDI~ THE8 THRESHO~ 0F W~ ~D ~L PEN~TIONS ~ROUGH W~ INCLUDING PIP~ CONDUI~ DU~ ~C ANOD ANODI~ EIFS ~ERIORINSU~TIONFINISHSYSTEM LTGA LIGHTGAGE TO TOPOF WffH AOOU~C ~ULK. S~ ~OUND ELECTRI~L BOXES SEE D~NL THIS SHED. ~'~ ~CH ARCHITECT ELEC ELECTRIC MAOH MACHINE TOW TOP OF ~VALL ~, AT RRE ~TED ~UD WAL~ T0P 0F WA~ TO BE RRE/SMOKE S~ED TO DECK ~ Ea E~UAL MECH aSCH~,C~ ~. WPIC~ 4. AT A~ ERE ~D CMU W~, TOP OF W~L TO BE FEE/SMOKE S~D TO 9[CK E / PACKING WITH alNE~ WOOL ~ INSU~TION ~D FIRE ~U~ING BOTH SIDES OF WALL / BLR BOILER MULL MULLION VERT VERTI~~) PARTITION NOTES ~ ~TED WALL PRIORI~ DETAIL ~ DOOR F~MING DETAILS BSMT BASEMENT FH FIRE HYD~T NOM NOMINAL WC WATER CLOSET ,, , CFMF COLD-FORMED METAL F~MING FP FIRE P~O~OT,ON P~S P~STE~ ~ ~ I CLOG C~DING FURN FURNISH, FURNITURE PVG PAV(ING)(MEN~ ~ [ -- I I I I I ~lff ~H~HS. COL COLUMN GYPBO GYPSUM 80A~ RESlL RESILIENT ~ ~ ~ ~ CTF CECIL TILE FLOOR HT HEIGHT SD SOAP DISP~=~ DEFS DIRE~-~PUED ~ERIOR FINISH SYSTE~ STC BOUND T~SMISSlON C~S ~.~} W~IN ~0 (2) ~ 0F ~E ~U~RE ~ BE D~0USH~, ~C~ IF ~SE SH0~, F0~W ONE HOUR PAET111~ 114" = 1'-0" II II BANK TO CONCEAL NEW OFFICE 6'-0 L VIF CORRIDOR STORE FOR kRC OF FABRIC AWNING, CONTRACT ? TERRACE COW~N P,C 508 MAIN ROAD, REVIEION NO: /'~ JOB NO. 0642 DRAWN BY: PC CHK'D BY: DL SCALE: AS NOTED DATE ISEUED: JAN. 25, 2008 PLAN NOR1tl A101 2000 · ASH LEY M CG RAW ARC HI ~ ~:u ~ ~ ROOF PENETRATION DETAIL -- PLUMBING VENT ROOF SHINGLES OVER ICE AND WA1ER SHIELD W A SECOND LAYER OF ICE AND WA'TEE SHIELD OVER FLANGE VENT CAP I~ITH FLANGE UNDER ROOF SHINGLES TRUSS RAF'TER CHORD OR ROOF RAF"IER I AR, CHITEC S, 508 MAIN ROAD ROOF PLAN F I.I OENESAL NOIES: 1. RF.14OVE ROOF SHINGLES UNDE~ NEW ROOF 2, VENT NEW AlllO SPACE TROUGH TO EXISllNG ATTIC SPACES NORTH REVISION A MISC REVISIONS APRIL 15, 2RO8 JOB NO. 0642 DRAWN BY: PC CNK'D BY; DL SCALE; AS NO1ED DATE ISSUED: JAN. 25, 2008 ROOF PLAN A102 ASHLEY MCGRAW ARCHITECT II SPENDED CElUNG SYSTEM CHORD OF ROOF ~ METAL FRAMING WITH DIAGONAL BRACING GYPSUM AS SCHEDULED/SHINGLES ~HERE NOTED ~'*"~ ~"~ 80FFIT DETAIL CEILING EDGE DETAIL ANGLE OR METAL FRAMING CORRIDC '~ REFLECTED CEILING PLAN 114"" 1'-0" H OFFICE CBUN$ -- TO REMAIN , t I I I I I 1. RE~'ER TO 2. SEEN REFLECTED CEILING NOTES LEGEND 2' X 2' OPEN GRID ARCHITECTS, 508 MAIN ROAD ,A,OLEBOGUE NEWYORK 1tg31 REVISION NO: /~ MIEC REVIEION APRIL 18, 2008 JOB NO. 0642 DRAWN BY: PC CHK'D BY: DL SCALE: AS NOTED DATE ISSUED: JAN. 25, 2008 REFLECTED CEILING PLAN Al10 (~) 2008 - ASHLEY MCGRAW ARCHITECTS SOUTH ELEVATION OVERALL EAST ELEVATION. PARTIAL PROVIDE ICI AND WA~ER SHIELD IN VALLEYS AS SPECIFIED TO PROTRUDING PATCH A~D MATCH ROOF ! FACIA DEFNL TO MATCH EXISTING EToX'ST COLUM" ® ® ADDITION EXISTING /k WINDOW AND DOOR CASING TO MATCH EXISTING PROVIDE CORNER DOARD TO UATCH EXISTING ADDITION EXISTING 508 MAIN ROAD 0 REVISION NO: //~ M Sc REVISIONS APRIL 18,2008 JOB NO. 0642 DRAWN BY: PC CHK'D BY: DL SCALE: AS NOTED DATE ISSUED: JAN 25, 2008 lELEVATIONSl A201 5~ SOUTH ELEVATION - PARTIAL 114" = 1',,0" ~) 2008 - ASHLEY MCGRAW ARCHITECTS EXISI1N~ -- ~ 5/~ ~UM ~D~ ~ ~ ~ I I > ~ / / SUPPO~ PR~IDE H~ SEE ~ / ~ I ~OW ~R TOP OF X / ~ ' I I A~ ~R TOP OF ~, P~ID[ 2 I :o~ I "~l"~/ [I il~ ~ ~~ ~111~' ~Jr~lll~ I:O:l ~ / j2K~D.16';;~ j TII~ OORRIDOR ~ J ~ngUl~ BB'II~ ADDmON [XI~NG BUJ~ING ~ REM~ B~I R~DW~ SECTION THROUGH CAFE SECTION THROUGH STUDIO AR, CHITECT,S, ,P,,C 508 MAIN ROAD: AQUEBOBUE NEW, YORK REVISION NO: /'~ MISC REVISION~ APRIL 10, 2008 JOB NO. 0842 DRAWH BY: PC CHK'D BY: DL SCALE: AS NOTED DATE IESUED: JAN. 25, 2008 SECTIONS AND DETAILS A301 (~) 200S - ASHLEY MCGRAW ARCHITECTS ROOF FRAMING ,DESIGN CRITERIA: 2 - ~ ~r ~ ~tu~ DESIGN CRITERIA: 1" x tO" or wmd,r 3 - ad per support ~NN MIN. 2' C~ NR F~OOR SH[A~IN~ RBE~S JNSU~ON 3 on-~n~.r ot the p~n~ .dg. [o obtain higher .he~r =~acitle.. nailing r.qu~en~ for itmclurul memb~ ~o,i Z ~ ~ ~ ~ ~0~z STUDIO DRAWN BY: PC CHK"D BY: DL SCALE: AS NOTED DATE ISSUED: JAN, 25, 2002 SECTIONS AND NAILING SCHEDULE 2 ~,~4~ TYPICAL WALL SECTION 3/4" = 1'-0" ROOF FRAMING ~) 2001 - ASHLEY MCGRAW ARCHiT,'C¥" SHINGLES CEDAR SHINGLES CORRIDOR CAFE 368 SF 368 SF SASE AS SCHEDULED BASE AS SCHEDULED INTERIOR ELEVATION · CORRIDOR 114" = 1"0N ARCHITECTS, P,,C 508 MAIN ROAD PROVIDE GYP BD AND FRAME SOFFIT SAblE THICKNESS AS PARTITION SECURE TO FABRIC AND FRAME AWNING NOT IN GYp BD SOFFIT WEAPpI AROUND STORE OVER SHELVING, SIMILAR TO 11/A110 H HEAD A SEAT PANELS PROVIDE GYP BD AND [ 106 PROVIDE RAISED PANELS PROVIDE AZEK BASE SEE FINISH SECTION THROUGH BAY WINDOW AT STORE 1/2" = ~'-0" DEEP LAMINATE SHELVES PROVIDE SHOP DRA~NGS -- RAISED PANELS 114" = 1'-0" PROVIDE GYP BO AND FRAME SOFFIT SAME THICKNESS AS PARTITION SECURE TO STRUCTURE ABOVE fABRIC AND FRAME AWNING NOT IN CONTRACT DISPLAY CASE NIC ON EITHER SIDE OF DISPLAY CASE ~ZEK IBASE SEE FINISH SCHEDUIIF SECTION THROUGHSERVICE COUNTER AT DELI 1/2" = 1'-0" EQ Z EG CABINETS 8 ,.3'-o' 3'-o' ~.~ ~ PROVIDE SHOP DRAWINGS MAX LU <o< SECTION ELEVATION SECTION CORRIDOR I 101 I STUDIO I~O~ J NG AS SPECIFIED, HEAVY DUTY STANDARDS AND BRACKETS AS SCHEDULED INTERIOR ELEVATION BACK SERVICE COUNTER AT DELI 114" = t".0" LAMINATE CHECK-OUT COUNTER PRO,DE SHOP .,'=] 12" DEEP LAMINATE SHELVES ~,- -- 12" DEEP LAMINATE SHELVES INTERIOR ELEVATION. STORE ELEVATION - STORE CABINATES PROVIDE SHOP DRAWINGS INTERIOR ELEVATION. STUDIO 1/4" = 1'.0" ADJUSTABLE LAMINATE SHELVES ~,~" / / \ / / \ / I\\ / / / \ / \ / \ / / \ // \\ // \\ / / '\ / \ / STerO / \ / \ / \ / \ \ / / \ \ / \ / \ / \ / \ / \ / \ / \ \ / \ / \ / \ / \ \ / \ / . REVISION NO: llllSC REVISIONS 0642 DRAWN PC DL SCALE: AS NOTED JAN. 25, 2008 INTERIOR ELEVATION AND SECTION THROUGH CABINET. STUDIO 114" = 1',,0" A401 (~)2008-ASHLEY MCGRAWARCHITECTI Slm. LC, JR Wlllt BIB 2..~_ INTERIOR PLANTER ELEVATION 1" = 1'-0" TRELLIS ELEVATION (~~IOR PLANTER ELEVATION ~,~L/ ~' = ~,.o,, ~1~ EXTERIOR PLANTER SECTION 1" = 1'.0" TRELLIS PLAN 114"" 1',.0" 'ARCHITECTS, P,:C 508 MAIN ROAD 0 REVISION NO: JOB NO. 0642 DRAWN BY: PC CHK'D BY: DL SCALE: AS NOTED DATE ISSUED: JAN. 25, 2006 TRELLIS PLAN & DETAILS A501 2008. ASHLEY MCGRAW ARCHITECT8 1)JAMB TYPES NOT TO SCALE ® MATCH EXISTING }/~ ~'~ WINDOE TYPES 45' BAY WINDOW ANDERSEN 45-2446-2-18 DOOR AND FRAME SCHEDULE ROOM DOOR FRAME NO,FROMTO W H THMATFIN TYPE MATL FIN TYPE J/~B H~SILL RATIN( REM/~,KS NO, I02A CORRIDOR iDELI 3-0 i7'-0 13/4 HM T ~B ~HM PT A ,J1 H1 1/2 IPROVIDEWDTRIM@FRAMETOMATCHEXISTING -~r----? ~ : . . ,, ' , , 103B ~CAFE ~TERRACE i2)30 ,T-0 1-3/4 ~VD :IINYL lC iWD VINYL B iJ2 N2 EXI'ERIORDOOR [~A ?_R_E .... ~0;_?.0"_1.3/~ _~ LTAINEDi'E_ ?2 .S_TA_"_EL_A_ JI__H! __ I~_~.~EW?_~_~_~F"^METO~ATCHE~STm 106A CORRIDOR .STUDIO ,3-0 ~T-O ,1~/4 ~M m D ~HM PT iA ~J1 H1 11/2 ~PROVIDEWDTRIM~P~-~-M-A~E~I~G 106B ",STUDIO iTERRACE ~-~ ~)----'; 1~--/4" ~V~--~HYL C ~WD VINYL B IJ2 IH2 . I]E~TERIORDOOR ~ ............... ~,~-~.~-n ..... ,--7 ....... ~ ............ ~-.--~---- ~ .... 106C STUDIO ~TERRACE 3-0 T~7 1,3/4" IWD ]VINYL C iWD VINYL r,B .J2 iH2 t ~EXERIOR~O~R -~ .... ~-~7---,, -~-I ' '. .-----~.-------- 107A CORRIDOR iOFFICE i3-0 ?~) 1-3/i"~M PT ~A ~HM PT iB I J1 H1 1/2 ~FRAMEWmt~NSOM 107C ................. OFFICE OFFICE ~E-O"-- ...... i~-0"~ ............................ "-~:" 'M'iRE ................ PT L___~-_'!.C i J1 ................................................... H1 ~iODOORINTERIORTRANSOM 1/2 ........ ~ .... ~-- .... ~----4 ......... ..- ........................................ 109 ICORRIDOR .BANK I ~ :! I ~ E):]STINGTOREIVlAH ---~ ~ ~g 1'~-'-I~m ~.0 DOORIINTERIOR ~ 109A IBANK iOFFICE ] PT .... I ,H1 , ANSOM NOT TO ECALE AS AS AS CHEDULE ~," CHEDULE CHEDULE ,/ TYP, ? /-ft DOOR DOOR DOOR DOOR DOOR FRAMIE FRAME FRAME DOOR AND FI~J~ME ~PES NOT TO SC~J.E ARCHITECTS, P,C 508 MAIN ROAD ,AQUEBOG~JEE, N'EWYORK ~11[~ Z>- o< Z ~ 0 REVISION NO: ~ MIEC REVISIONS APRIL 15, 2008 JOB NO. 0642 DRAWN B~: PC ~ ~ .OTED DATE ISSUED.' ~ DOOR, WINDOW DETAILS AND SCHEDULES A601 (~) 2008 - ASHLEY MCGRAW ARCHITECT;: ~ NOT TO SCALE FINISH PLAN [] [] ROOM FINISH SCHEDULE FLOOR BASE WALL ABOVE BASE CEILINGREMARKS AND ROOM SPECIAL NO, ROOM NAME SUBSTRATE MATERIAL SUBSTRATE MATERIAL SUBSTRATE RNISH~UBSTRATi FINISH REQUIREMENT 101 CORRIDORCONC CPT GWB WD GWBIWD PT ACT-14 2 7 8 ,. 102 DEL! CONC i VCT GWB RUB/WD GWB PT ACT-4 4 5 6 8 104 STORE CONC i VCT GWB WD I eWE PT ACT-1 428 108 OFFICE CONC i CPT eWE WD t eWE PT , ACT-2 GENERAL NOTES: A, ALL FLOOR FINISHES AND RUBBER BASE FURNISHED BY OWNER & INSTALLED BY CONTRACTOR UNLESS NOTED OTHERWISE B. ALL CARPET INSTALLED BY OWNER C. PROVIDE REQUIRED CUTFING & PATCHING FOR ALL FINISHES NOTED D. REMOVE E~STING FLOOR FINISHES IN ALL SCHEDULED ROOMS AND ADJACENT TO ALL TEMPORARY PARTITIONS KEYED REMARKS: 1. EXISTING FINISHES TO REMAIN. PROVIDE CUTFING AND PATCHING AS REQUIRED 5, PROVIDE STAINLESS ST(B.'WALL CLADDING AE~3A~¢NTTO COOKING E~IJiP'MENT. HEIGHT SPA'iL BE FLOOR TO 6 ABO~/E CEILING // 6. PROVIDE FOR OWNER SUBSTITUTION OF QUARRY TILE IN LIEU OF FLOOR FINISH AND BASE NOTED IF REQUESTED 7. PROVIDE WAINSCOT TO MATCH EXISTING , 8, PROVIDE 12" HIGH AZEK BASE ADJACENTTO CEDAR SHINGLES @ ICAFEISTORE/DELI/CORRIDOR ~/ 3FINISH SCHEDULE NOT TO SCALE P,C 508 MAIN ROAD ,AQUBBOGMEi, NEW,yoR~( 119~1 REVISION NO: /~ llllSC REVISIONS APRIL 16, 2008 JOB NO. 0642 D RAINN BY: PC CHK'D BY: DL SCALE: AS NOTED DATE ISSUED: JAN, 25, 2008 FINISH PLAN AND SCHEDULE IAFI O11 (~2008-ASHLEYMCGRAWARCHITECTS 1/2' HWR '1 SUPPLY PLUMBING RISER DRAWING m to be dlnZle Pl,IKl..4JI Idlm e~q~0 flr/ahed IIom er v, dl, m Io be equlplxd wlfl dlnxne icdmd ~ten # to be fired ,tm INe~m~ d O0 I~10 ~ I pedod .of 2 houm. h t,d~ ihdl be v#me~s byllm ~ ' PmemJre Trot d wml--fld vmt Idldfl~ .t the c.fltldeUQn d muoh h 1101dly d.# dl .padtOs rn ihe 508 MAIN :ROAD oo 12 ~' DEEF' EAO'I WITH.. I LIN~ IN CEILING ~ ..... .-~2~ .... ~_~--_~ .... - ~ .......... ~'~ ~ I J ~ UNEIN ~NG i [ ........ "; .............................. E BIBB , , , , , ,,, P-101 E~STING 6' E~$TING P I I I I Condon Engineering, P.C. 1755 Slgsb~e Read Mattltuck, New York 11952 (631) 298-1986 (631) 298-2651 www.condonangineerlng.com CO LEGEND: SANITARY PLUMBING RISER DRAWING ~ST_~LNe ~' EXISTING 6" .~_ EXISTING 4' L I n TO NEW G~'IRAP--.~ , [] / "~'7~'~ EX Ih'TING GRF. ASE TRAP / TO BE REMOVED 508 MAiN :ROAD PLUMBING WASTE PLAN P-102 Condon Engineering, P.C. ~l'14 °BI ~A'I4 MC 0 TOIPMEClCT TOIIKqEacT I I LIGHTING NOTES: OBI ELECTRICAL LIGHTING LEGEND REC~ED I:LIKIIIEeCI~ RAIIJRE EXIT EMERGENCY UGHT ,/% 1, LIGHTING FIXTURES TO BE FURNISt. IED BY OMIER N~lD IN,ST.,U.LED BY COI~IRACTOR., 2. ~U. UGHTING FIXIURE8.4RE TO B~ RA~) FOR iT/' VAC. & INST.MJ. NEW t ~; .'MdP CIRCUIT ,EREAI~JR8 FOR NEW CIRCU/T8 IF NONE ARE ,'ILREN)Y IINST~ ~ rn 4. ALL B,.ECIRICN. PANB.3 FOR 1~18 WORK &RE LOCATED IN 11-1E COUUUNITY CBil;r.~ WEST F. LECI~C ROOU. & LIGHTING CIRCUIT8 .,~RE TO BE I~RUINAI~D IN PANB. N,CCW2,4~ LOCAI~.D IN CC~dUUNmt'~ J WEST B.EClRIC EOOIkL ~J IIJGh~ I WN.L UOUNTmu 6 8USI~MDB) :IX4 RXII,IflE J o ~I~JEND~ IX¢ FDCTURE 2' X ~' ACOUGTICAL TILE IE~81'ING uGFmNG AItCHITECTS, ,508' MA N ROAD APRIL 15, 2008 ~BNO. DIIAWll BYe. QIK~ BY: IGN.I: DKIi IlJJlDJ LIGHTING PLAN E-101 Condon Engineering, P.C. ml~TOef~c~r ~ i J IN N4~CWI'4~0V '~ '-- ..... POWERo4801L~ RELOCATE EX]STING - OUII.ET -- --TO 8~ I IN N-COW1-120 Iii TOEP/~EQ;r RECCOATE EXISTING - OU1LET8 TO EP~RE ONT PHONE AND DATA TO BE 8YII~118 ~ '-~ ro SPARE OKI' SUPPLIED TO EACH DASH · CCW2-120 REGI81~R, COMMUNICATION8 '\ ~J~ 21 TO BE CONNECTED TO EXIGTING ' BUILDING 8Y~'rF.M~ ~ -- TERMINATION BLOCKS. TO 8P.M~E ) 8PARE CKT LOCATION OF OUIt.E'~ R~OCA'm IN THESE ROOMS TO BE PHONE AND DATA TO BE 8UPFLIED TO EACH OAEH REGISTER, COMMUNICATiON8 TO BE CONNECTED TO ~ TO EPARE CKT E~ETING BUILDING ~YETEM8 / / I TO 8PA~E CK'r IN N-CCW1-120 (~ [ I IN N.COKI~t~n TOEP~CKI' IN N~'I~O TO 8PARE CKT IN N.CCKT2-120 J H~ee en e~' Ekctfkal Dm~g& Al wedc mci melMd lelo be k e(x%admm wlfft the N~Joml BeeMml C4xb end kxai deab~d eodm. t · RI eqx~d wkfog k lo be h RM~ NI e~er wk'mg k to be MC type v~, M eemedJom k INN~ b Ihe drop me. M devkee, wldng, e~ b Ihe ahep am m to be In ecmdenee wllh NEC.~Jde 611. · ~ -te' 1he helo~ ahovm ah&q be to the bob=m ~lhe naxafJng box ~#e ~l~ke no#d. Pan~. RECEPTICLE NOTES: t. INE'r~l. NEW ~0 ~¢P CIRCUIT BREA~R8 FOR NEW CIRCUrra IF NONE ARE .aLREADY INET~L,ED, ~ ELECTRJO PANB~ ARE LCOATED IN 11.1E COMUUNIW ~q1~R VIF.81' B.EC11~ RCOM. ELECTRICAL RECEPTACLE LEGEND RCOU& Q:Q'8 MAY ~: ~LA~ED TO RECI~I'AQ.~ IN 1tIE 8ME RCOU. COI~UI~t DATA FOR1' I~,Bq40~E .l~K 508 MAIN ROAD "mm ~ MI~ RL~/I~ION~ t, PRIL 1~ ~ ,Ja~ NO. DIl~/~ I'A ELECTRICAL RECEPTACLE E-102 NEW NEW STROBE 'E DROP DROP STROBE UNIT TO BE RELOCATED ABOVE DROP CEILING NEW~4EW /--\ \~/p NEW PHOTOELECTRltC CONNECTED INTO EXISTING SMOKE DETECTION SYSTEM (TYP.) NEW PULL I I I I NEW PU~ ABOVE DROP CEILINO ABOVE DROP CEILINO Condon Engineering, P.C. 1755 Sigsbee Road Maltituck, New York 11952 (631) 298-1986 (631) 298-2551 www.condonengineedng.com L PULL STATION TO BE RELOCATED STROBE UNit TO ~ELOCATED ABOVE CElUNG NE NEW / ~ NEW PULL FIRE ALARM LEGEND EXISTING PHOTOELECTRIC ~p SMOKE DETECTOR COMBINATION SPEAKER ~ STROBE STROBE UNIT ~ MANUAL PUll STATION [] MAGNETIC DOOR HOLDER ~ PROPOSED FIRE ALARM NOTES: 2!. 31. 4l. 5;. PROVIDE NEW FIRE DETECTION EQUIPMENT AND EVACUATION DEVICES AS SHOWN AND DESCRIBED ON THE DRAWINGS, INCLUDING ALL WIRING, CONDUIT, BOXES, CONTROLS, AUTOMATIC AND MANUAL INITIATING DEVICES, AUDIBLE AND VISUAL DEVICES. ALL FIRE ALARM EQUIPMENT IS TO BE UL AND FM LISTED / APPROVED. SYSTEM SHALL BE APPROVED BY THE OWNER BUT SHALL GENERALLY BE DESCRIBED AS ADDRESSABLE, SPECIFICATION GRADE, MOST CURRENT MODEL AVAILABLE, AS MANUFACTURED BY E.S.T., SIMPLEX OR NOTIFIER. CONTROL RELAYS TO TURN DOWN THE HVAC SYSTEMS WHEN AN ALARM IS INITIATED ARE TO BE INSTALLED AT THE THREE HVAC SYSTEMS SERVING THE AREAS IN THIS CONSTRUCTION PROJECT. THE NEW FiRE ALARM EQUIPMENT TO BE COMPATIBLE WITH THE EXISTING COMPONENTS AND SHALL BE CONNECTED INTO THE EXISTING FIRE ALARM SYSTEM. THE INSTALLATION OF THE FIRE ALARM EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE ADA - AMERICANS WITH DISABILITIES ACT - 1990, BUILDING CODE OF NYS, NATIONAL ELECTRIC CODE, NFPA, NFPA72 - STANDARD FOR INSTALLATION, MAINTENANCE AND USE OF NOTIFICATION APPLIANCES FOR PROTECTIVE SIGNAUNG SYSTEMS AND ALL STATE AND LOCAL CODES AS APPLICABLE. CURRENT FIRE ALARM SYSTEM & EQUIPMENT MONITORING BY: SIMPLEX 888-746-7539 631-404-1010 SYSTEM DESCRIPTION: LINE #101, ACCOUNT # 8111 J~ 8 ARCH]TECT$, P,C 508 MAIN ROAD AQUE~OGUE~ I~-W YOF~( 11931 Z>- 8 REVISION NO: /~ llllSC REVISION6 APRIL 15, 2008 REVISION NO: ~ rOWNC~MJREV. HV/~C JULYT, 2008 JOB NO. DRAWN BY: JJC CHOKED BY: SCALE: 114"=t"0" DATE ISSUED: 112512008 FIRE PROTECTION PLAN P-101 2608 - ASHLEY MCGRAW ARCHITECTS I 24X24CD ¢7o) -- -- 7.5 GPM EXISTING CWS 1' SPACE SENSOR dEE NOTE~ EXISTING ( I. 24x24co Condon Engineering,-~l 1755 S[gs~e Road Malfituck, New York 11952 (63t) 298-1986 (531) 298-2651 II i ~z<m 24X24RAS ~{I 10'O HPl-18 12'(12 II (17o) 24X24CD 181CFM SEE NOTES 24X24RAS SPACE 24X24RAS SENSOR 24X24CD I C 8~ SYSTEM #1 - tMOSTAT 24X24CD i ]200CFM /-8" ¢ RNa. ~--8" O RND. ~ lOXlO NEW ~WS &~ CVV~ 1§x10 ~ CONNE(CTION l[ 14X14 I ~ 8~e SYSTEM ~ 20X17 24X24CD J 8 X 8 - ~ / )STING SYSTEM ~ 24X24CD ~ DAMPER(HP1-17) 0 CFM D 24X24CD 24X24CD ~ ~ 200 CFM 3[ 24X24CD 200 CFM Il 200 CFM 200 CFM 24X24CD 200 CFM BX8 - ~~-/8 O RND. 24X24CD 200 CFM F NOTE: CURRENT HVAC SYSTEM IS OCCASIONALLY MAINTAINED BY WEBER & GRAHN. ARCHITECTS, P,C 508 MAIN ROAD AQUEBOGUE, NE'W YORI.( 11931 APRIL 15, 2008 REVISION NO: ,/~ TQ~tNCOMMJREV. HVAC JULY 7, 2008 JOB NO. DRAWN BY: CNK'D BY: SCALE: AS NOTED DATE ISSUED: 112S/2008 HVAC PLAN H-101 ~) 2008. ASHLEY MCGRAW ARCHITFC'rP 1755 Slgsbee Road Mal5[uck, New York 11952 (631) 298-1986 (631} 298-265t w'ew.ceodonengineedng.cem System Specifications System# 1 2 3 Notes: All equipment is to be fumished and installed in accordance with the New York State and local Building Codes and the manufaclurer's instructions. All equipment is to be tested and balanced in accordance with the manutacturra's instructions and the air flows shown in the drawings. All ~rk must be done in a neat and workman like manner. Geo Thermal/Water Source Heat Pump Equipment * System No.1 is a new system and is to be installed in the same location as exieling system labeled HP1-16. The existing system is to be removed along with any duet work that cennct be reused. The 5O8 MAI N ROA D new unit is to be installed in accordance with the manufacthrer's and these spacflthaflons. I tamper cover as are the exisflng,the locations sbewn on the place. A new Carrier Programmable 7 day thermastat which is th be . ,~ ._~. ~ ~ LU O Duc Z I..- > a. UJ Z m * ^ii mo otd P~ings are th be equipbed with balancing dampem. i Run °it ducta ara 6" round galvaelzed.uele:s n:thd °;herwise' , Duct SlZas shown on the drawings are Iotanor dlmensloas. 'supp,you seretobei.suthted .aminimumo,.-sinsu,atice. 'Pannedductsarenottobeused. ~~-= * AIl duct seams and joints am to be seeled. ~ ~ Z ~ ' Floor jelels/girdem~lraasas are not to be nolched or cut. Coasult the Engineer regarding blc-.J~ages due to roof framing m embem ~ O ~ Z * The duct sytdem is th ~ belanced th produce the a# flows sbewn ,, ,be drawings. * Water supply and return lines are to be insulated with a minimum of 2" fiberglass insulation. * The two new systems are to be equipped with Carrier Factory installed Hose Kit Assembly option. I HVAC I NOTES I AND I DETAILS Design Loads Sensible Cooling (BTUH) 45,031 24,522 8,846 Latent Cooling (BTUH) 15,010 8,174 2,949 Total Cooling (BTUH) 60,042 32,697 11,794 % Sensible 75% 75% 75% Heating (MBH) 91.2 40.7 9,713 System Specifice§ons New New Existing Water Source Heat Pump Model No. * 50EHR060 50RHR936 50HQD012 Air Flaw (CFM) 2,000 1,200 375 Vent. Air Flow (CFM) 250 250 80 Ectering Water Temp. 60 60 60 Supply Water Flow (GPM) 7.5 4.5 1.5 Electhc Pra,~r 3~ 480 VAC* 3(~ 480 VAC *" Existing · Carrier Equipment · * Use Power Feed to Exieling Unit "* Connect to Spare Cimuit in Panel N-CCW1-480V System # 1 2 3 Design Loads Sensible Cooling (BTUH) 45,031 24,522 8,846 Latent Cooling (BTUH) 15,910 8,174 2,949 Total Cooling (BTUH) 60,042 32,697 11,794 % Sensible 75% 75% 75% Heating (MBH) 91.2 40.7 9,713 System Specifice§ons New New Existing Water Source Heat Pump Model No. * 50EHR060 50RHR936 50HQD012 Air Flaw (CFM) 2,000 1,200 375 Vent. Air Flow (CFM) 250 250 80 Ectering Water Temp. 60 60 60 Supply Water Flow (GPM) 7.5 4.5 1.5 Electhc Pra,~r 3~ 480 VAC* 3(~ 480 VAC *" Existing 2008 - ASHLEY MCGRAW ARCHITECT" Design Data Outdoor Summer DB = 83' F Outdoor Summer WB = 71 ° F Outdoor Winter DB = 10' F Indoor Coil Entering Cooling DB = 75' F Indoor Reltdive Humidity Cooling = 50% Indoor Coil Entering Heating WB = 65' F Indoor Relative Humidi~ Healing = 30%