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HomeMy WebLinkAbout38019-Z Town of Southold 7/11/2017 a P.O.Box 1179 0 °' .z 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39046 Date: 7/11/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 150 Bailey Avenue, Greenport SCTM#: 473889 Sec/Block/Lot: 34.-2-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/17/2004 pursuant to which Building Permit No. 38019 dated 5/14/2013 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: addition(kitchen enlargement)to an existing one family dwelling as applied for. The certificate is issued to Gerald&Tracey O'Neill of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 35631 4/25/2011 PLUMBERS CERTIFICATION DATED 101 Author1red Signat e K TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38019 Date: 5/14/2013 Permission is hereby granted to: GERALD P. & TRACEY O'NEILL 526 E 20TH ST. APT. MD NEW YORK, NY , 10009-1312 = To: ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP #35691 At premises located at: 150 BAILEY AVE GREENPORT SCTM #473889 Sec/Block/Lot# 34.-2-4 Pursuant to application dated 7/5/2010 and approved by the Building Inspector. To expire,on 11/14/2014. Fees: PERMIT RENEWAL $75.00 CO -ADDITION TO DWELLING $50.00 Total: $125.00 Buil i Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35691 Z Date JULY 5, 2010 Permission is hereby granted to: GERALD P & TRACEY O'NEILL 526 E 20TH STREET APT MD NEW YORK,NY 10010 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP # 30650 at premises located at 150 BAILEY AVE GREENPORT County Tax Map No. 473889 Section 034 Block 0002 Lot No. 004 pursuant to application dated JULY 5, 2010 and approved by the Building Inspector to expire on JANUARY 5, 2012 . Fee $ 150 . 00 o , zed Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT 1 Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30650 Z Date SEPTEMBER 21, 2004 Permission is hereby granted to: GERALD P & WF O'NEILL 526 E 20TH STREET NEW YORK,NY 10010 for J ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLPIED FOR at premises located at 150 BAILEY AVE GREENPORT County Tax Map No. 473889 Section 034 Block 0002 Lot No. 004 pursuant tor,application dated SEPTEMBER 21, 2004 and approved by the Building Inspector to expire on MARCH 21, Fee $ 150 . 00 C, u ho ' zed Signature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 I%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$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: �fOld or Pre-existing Building/:' (check one) Location of Property: �r?-f .[ , House No. Street Hamlet Owner or Owners of Property: 7ne�,D L 4G111 Suffolk County Tax Map No 1000, Section Block Lot Subdivision G Filed Map. Lot: Permit No.- pdiq Date of Permit-6 iv— J L"� Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ro C5,11 pp'NWS i-n atu re F SOUr�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road c� Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 `® ® �® roger.rich ertO-)town.southoId.ny.us l�c4UNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Shack Address: 1265 Shore Drive City: Greenport St: NY Zip: 11944 Budding Permit#. 35631 Section. Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat 1-011 Duplec Recpt 42 Ceiling Fixtures 17 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 11 Wall Fixtures 3 Smoke Detectors 6 Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors 1 Sub Panel A/C Blower Range Recpt 1 Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect Snitches 45 Twist Lock Exit Fixtures TVSS Other Equipment: 7-paddle fans, 1-heater/exhaust fan combo, 1-exhaust fan Notes: Inspector Signature: Date: April 25 2011 51, 81-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ® INSPECTOR '`" 9'0 l OF SOUjyo! TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [V FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �� ® DATE ®7 0:� INSPECTOR 2F--f Gerald&Tracey O'Neill 526 East 20th Street New York,NY 10009 June 27, 2017 Southold Town Building Department Town Hall Annex P.O. Box 1179 Southold,NY 11971 Building permit 38019 To whom it may concern, Please be advised that the plumbing work which took place in 2004/5 at Bailey Avenue, Greenport NY 11944 used plastic pipe. Therefore no solder was used. I trust this closes any issues associated with the work performed at that time. Th you, O'Neill B�,DING`DUM roWN O1;OUTSOLD JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Re: First Foundation Inspection Gerald Oneill 150 Bailey Ave. Greenport, NY 11944 L Permit# 30650z To Whom It May Concern: This letter certifies that a first foundation inspection was preformed on the above mentioned property and was all done correctly and is OK to apply damp proofing. Any questions please feel free to call. i incerely ncere Jam P.E. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Re: Foundation Damp proofing Inspection Gerald Oneill 150 Bailey Ave. Greenport, NY 11944 Permit# 30649z, 30650z To Whom It May Concern: This letter certifies that a foundation damp proofing inspection was preformed on the above mentioned property and was all done correctly and is OK to Frame on. Any questions please feel free to call. 0r�� DED DE DE ® %Jame 's' ��g,� � a e r pski.P.E. ._ .�7 OCT 2 5 2004 12 2004 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 -- (631) 298-7116 To: Town of Southold Re: Strapping/Framing/Plumbing Inspection Gerald Oniel Sterling Ave. Greenport, NY Permit# 306502 To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Framing/Plumbmg Inspection was also Performed on this Structure, and all framing and Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. F F NES cerely - �ba;j James J. Dead o P.E. .. .,..wilily:=:.->>mFi9.''y` .�- J>; . ,..`.5'.✓�.,'a::.. N,. -}.. i ,. ._ . : ," - x- �-....r,�'f'y:i•Z�-.. _. z 34::n:dna':Ca�+ .r£`r. �f..•t:}'„ 2 2004 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 __ (631) 298-7116 To: Town of Southold Re: Insulation Inspection Gerald Oniel Sterling Ave. Greenport, NY Permit# 30650Z To Whom'Ii 1V WConcern: An Insulation Inspection was preformed at the above mentioned property, all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. incerely James J. Deerkbs J . FIELD INSPECTION REPORT DATE COMMENTScs FOUNDATION(IST) -------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) fl,t"I", • z ROUGH FR.ANIING& PLUMBING y r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS v C7 �z m � O t7 M b � H TOWN OF 40UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT Check Septic Form N.Y.S.D.E.C. Trustees Examined �(2 ,20 Contact: Approved 2 ,20--f— Mail to: Disapproved a/c Phone: 1-7, --262.)7 Expiration 3 .2 t ,20_C_ (Z Building Inspector ,PPLICATION FOR BUILDING PERMIT • ' �-:is �. _..�.� (r �J� Date - 20 7 2004 INSTRUCTIONS a. ThisLapplication"MUST_$e completely filled in by typewriter"or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale�Feg.according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the,permit for an addition six months.Thereafter, a new permit shall be required. " APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location f land o w ich proposed,work will be done: House Number Street 14amlet County Tax Map No. 1000 Section Block Lot Subdivision Filed'Map No. Lbt': s1 MJ.t 3 i 0 Rr (Name) 10 .'V 7'i Vf*"'°t ;iF�T131'10itc' ,"wxd a?'tii if3.cls x 2. State existing use and occupancy of premises and intended use and oc u ancy of proposed construction: a. Existing use and occupancy / /J l2D�e b. Intended use and occupancy 3. Nature of work(check which applicable): New Building _ Addition Alteration Repair RemovalDemolition Other Work (Description) 4. Estimated Cost / 000, 0o Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor 125 If garage, number of cars 6. If business, commercial or.mixed occupancy, specify nature and extent of each type of use. 41111e � l � 7. Dimensions of existi g ctujes, if any: Front v?o�- Rear Depth Height �" /3 Number of Stories / Dimensions of same structure with alterations or additions: Front r0ear Depth mane-- Heights Number of Storie's 8. Dimensions of entire new construction: Front ��� Rear /�� Depth Height Number of Stories 9. Size of lot: Front � Ream/ Depth/,::5 10. Date of Purchase--Z/g4 d Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO ill excess fill be removed from premises? YES NO 14.Names of Owner of premiseAddress Phone No. s Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.3s this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY B6RED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) ve named, (S)He is the (Contracto ,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me tilis tj day of vV\ -� 206�_ o ary Public Sign of Ap ant DONNIEI.DORPSKI Notary Public,State Of Newyork No.OID06095328,Suffolk C my Term Expires July 7,20 SOUr�®lo - Town Hall,53095 Main Road Fax(631)765-9502 P O.Box-1179 ® Telephone(631)765-1802 Southold,New York 11971-0959 a c®UNT`i,Nce� BUILDING DEPARTMENT TOWN OF SOUTHOLD October 6th, 2006 Gerald O'Neill 526 East 20th Street New York, N.Y. 10010 RE: 150 Bailey Avenue SCTM# 034 0002 004 Dear Mr. O'Neill, Please be advised that your Building Permit#30650 issued September 21st, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of$150.00 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. pF SOUryolo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Telephone(631)765-1802 Southold,New York 11971-0959 �O �yCOUNTY,N BUILDING DEPARTMENT TOWN OF SOUTHOLD March 30t1i, 2007 Gerald O'Neill 526 East 20th Street New York, N.Y. 10010 2ND NOTICE RE: 150 Bailey Ave. (addition/alteration) SCTM: 34 2 4 Dear Mr. O'Neill, Please be advised that your Building Permit#30650 issued September 21st, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of 150.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. pF SO!/Tyolo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631)765-1802 Southold,New York 11971-0959 'Q c4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 11'h, 2008 FINAL NOTICE Gerald& Tracey O'Neill 526 East 20'h Street New York, N.Y. 10011 RE. 150 Bailey Avenue S.CT.M. #34.-2-4 Dear Mr. &Mrs. O'Neill, Please be advised that your Building Permit#30649 issued September 21st, 2004 and Building Permit#30650 issued September 21s" 2004 have expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of$312.60; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SO UTHOLD TOWN B UILDING DEPT. BP#30649—ACCESSORY GARAGE- $162.60 BP#30650—ADDITION/ALTERATION-$150.00 SOUPyQI Town Hall Annex Telephone(631)765-1802 54375 Mam Road Ahc Fax(631)765-9502 P.O.Box 1179 G • aQ Southold,NY 11971-0959 'Q �yCOUNr1,N BUILDING DEPARTMENT TOWN OF SOUTHOLD June 21St, 2010 Gerald & Tracey O'Neill 526 East 201h Street New York, N.Y. 10010 Re: 150 Bailey Ave. / Violation SCTM # 1000-34.-2-4 To Whom It May Concern: Your BUILDING PERMIT# 30560 for an ADDITION/ALTERATION has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector. Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of $150.00: to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfu Yours, Damon Rallis, Zoning Inspector Southold Building Department ?p1� pZ9� 00�� 8g6a w?38 Southold Town Building Department P.O.Box 1179 �a G� a 54375 Main Road Permit#: 35691 Southold New York 11971 Permit Date: 7/5/2010 �'t.Arj� o�� (631)765-1802 Parcel ID: 34.-2-4 Expiration Date: 1/5/2012 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 3/26/2013 Applicant: GERALD P. & TRACEY O'NEILL Location: 150 BAILEY AVE GREENPORT Work Description: ADDITION/ALTERATION ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP # 30650 A FEE OF $125.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. r Owner: GERALD P. & TRACEY O'NEILL Address: 526 E 20TH ST. APT. MD NEW YORK, NY 10010-1341 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. 7010 1060 0001 1573 8831 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department tFQt'�tQ� P.O.Box 1179 Permit#: 35691 54375 Main Road Southold,New York 11971 Permit Date: 7/5/2010 p� (631 )765-1802 Expiration Date: 1/5/2012 Parcel ID: 34.-2-4 BUILDING PERMIT RENEWAL LETTER Dated: 1/4/2013 Applicant: GERALD P. &TRACEY O'NEILL Location: 150 BAILEY AVE GREENPORT Work Description: ADDITION/ALTERATION ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP #30650 9 A FEE OF $125.00 IS'REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: GERALD P. & TRACEY O'NEILL Address: 526 E 20TH ST. APT. MD NEW YORK,NY 10010-1341 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. COMPLETE •N COMPLETE THIS SECTIONON DELIVERY In Complete items 1,2,and 3.Also complete A. Signat re item 4 if Restricted Delivery is desired. [IAgent X ■ Print your name and address on the reverse ❑Addressee 1 ti so that we can return the card to you. B. Received by(Printed Name) C. Date of Del' ery ■ AttachAhis card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes ((>) 1. Article Addressed to: 9 570 If YES,enter delivery address below. ❑ No 1 i � f } Q"� 'a qA" 0 1 A1�te 3. Service Type } /v 64] r C'dg� 100,r(7- J 3 yj ❑Cert ed Mail 13 Express Mail y - ❑Registered ❑Return Receipt for Merchandise i 1 ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes f } 2. Article Number (Transfer fioin service label) (J � a{'' 15 17,31 i S u PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 SOUjyol Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CAell- Southold,NY 11971-0959 ycouffN,�1ct� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 8, 2013 Gerald & Tracey O'Neill 526 E 201h St. Apt MD New York, NY 10009-1312 Re: 150 Bailey Ave, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Zplumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 38019 —Add itions/Alterations TOWN OF SOU'THOLD PROPERTY RECORD CAR OWNER STREET VILLAGE DIST. SUB. LOT 4 ORM R OW ER ACR. " S LW TYPE OF BUILDING RES 6 SEAS. VL. FARM COMM- . CB: MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS Q _ 0 o t,�`D ..54'4`..54'4` a a- ze Ui`?`r o d 1-��c1'. G Q D D ,2 J`4 D G G 6 7 / 7yJNo a' D CdA /�7 L--I?99, ?-J-0141 a��r ed` T6 hlaG-wyl 7 o-�c, o--� a. &/ a q 6 I Xz '- 17 E�x ' AO) 1z13177 /-"A/4, C"-7,1 3/• ,L, E)AVADER Am. 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HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.10 DATE: 07/16/04 DATE OF PLANS:07/2004 PROJECT DESCRIPTION: f BAILEY AVE " ,,) t� GREENPORT,NY COMPLIANCE:Passes Maximum UA=28 Your Home UA=27 e 3.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Val R-Value U Factor UA Ceiling 1:Flat Ceiling.or Scissor Truss 86 21.0 0.0 4 Wall 1: Wood Frame, 16"o.c. 172 13.0 0.0 13 Window 1:Wood Frame:Double Pane with Low-E 18 0.330 6 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 86 21.0 0.0 ,4 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been- designed to meet the New York State Energy Conservation Construction Code requirements. When a:Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer �A_1�� ble!c— �r Date ^)-7— ej�_A i REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE:07/16/04 i PROJECT TITLE:ADDITION Bldg. I Dept. I Use Ceilings: 1. Ceiling 1:Flat Ceiling,or Scissor_Truss,R-21.0 cavity insulation i I Comments: Above-Grade Walls: [ I] I 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation I Comments: I � - Windows: [ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.330 f I For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: ! I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation I Comments: j I - Air Leakage: L I l I Joints,penetrations,and all other such openings in the building envelope that are sources of air I I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I • I Vapor Retarder: [ !] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I I I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ I] I Materials and equipment must be identified so that compliance can be determined. i [ j I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. L l I Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ?] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ I] I Supply ducts in unconditioned spaces must be insulated to R-8. I 1 I V I [ �] Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ;] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. i Insulation is not required on return ducts in basements. I � - Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than X in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ �] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ;] i Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. ! Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ !] Insulate circulating hot water pipes to the levels in Table 1. iCirculating Hot Water Systems: [ ] i Insulate circulating hot"water pipes to the levels in Table 1. i Swimming Pools: [ I] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% _ of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. i " I I i i I Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl ITp to 1„ Un to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pring System Ty ems Ranee(Fl 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ¢ 'I COMPLY WITH ALL CODES OF PLUMBER CERTIFICATION NEW YORK STATE & TOWN CODES ON LEAD CONTENT BEFORE Q o � 'II APPROVED AS NOTED AS REQUIRED AND CONDITIONS OF CERTIFICATE OF OCCUPANCY O ��� SOUTHOLD TOWN ZBA SOLDER USED IN WATER ``� N DATE:— B.P.# SOUTHOLD TOWN PLANNING BOARD SUPPLY Y SYSTEM CANNOT 0 T } FEE: J'J� _ BY: EXCEED 2/10 OF 1%LEAD. z � z NOTIFY BUILDING DEPARTMENT AT SOUTHOLD TOWN TRUSTEES ?I �i � 765-1802 8 AM TO 4 PM FOR THE N.Y.S.DEC I < p UNDERWRITERS CERTIFICATE FOLLOWING INSPECTIONS: FLOOD ZONE ��� 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE CERTIFICATION OF COMPLY WITH CHAPTER "46" 2. ROUGH - FRAMING & PLUMBING FLOOD DAMAGE PREVENTION 3. INSULATION NAILING & CONNECTIONS SOUTHOLD TOWN CODE. 4. FINAL - CONSTRUCTION MUST REQUIRED. BE COMPLETE FOR C.O. " ALL CONSTRUCTION SHALL MEET THE IwLJ REQUIREMENTS OF THE CODES OF NEW � � R YORK STATE. NOT RESPONSIBLE FOR OCCUPANCY OR REQUIRED 10 >- 4 DESIGN OR CONSTRUCTION ERRORS. PLUMBING USE IS UNLAWFUL o 10 CERTIFICATE ALL PLUMBING WASTE u T &WATER LINES NEED d GC (REAR) WITHOU TESTING BEFORE COVERING < � uJ ------------------------------------------- c�a CE OF OCCUPANCY _ I ---------------------------------- Ilk 1 t I 5'-4„ AL CONSTRUCTION SHALL EQUIREMENTS OF THE ETv HE R ME ES OF NEW YORK STATE. 1 POST TO C 1 I ; FOUNDATION 1 1 I �! sal I I as 1 *---------- t 7x , F— I L..I. GFM 1 I a 1 1 t n y cl Q r-- A N III o I' I':P z l I\ ILII/-� i Q I I 1 1 I I f�.14 w• Lo Lo I- t-------- - I- 1- c �A,� cava -- - -1 -I -- t I m,� 4bj CD a_ I I OPCNING; - I U11 -jo N Q 1 K I TC HEN nl) --..._ _ C i m I 1 I 1 aJ II''I I� I m > ^� to 1 1 1 I I I 1 I 1 I 1 1 vl I I I EXISTING ; _ yl (A @r FOUNDATION I X11= 1 1 1 1 I 1 1 1 1 Tom`- S U I y co fILL, 1 ^.W t i OTF: i I w�'.� I Iw ' i OPTION TO RFI OC ATF ACCESS OPENING1- 1YX,Sf GR.R1.-(LA1Libz"4 CIDE, PROVIDE MIN: -------------- - � '- i ppryry� �I II z115777,7777=7.=7, ..i.0 'dld.g11'lillw�"il Vemddu a II dI tn.,, ----------------- 1 `----------- I'll 1 I I 1 POST TO FOUNDATION I Ilul �fi l -- `-- 0 ~fEt•tS't,tit"~ CT. 1 ST, FLOOR PLAN II FOUNDATION PLAN t li ILL .I,�t�l�*1•. y=I I! 0 LD-ui Iq lmR�lrvllreluolllw �� �aoawllua� � tea, �nll �lu'.I'II -7 z co 3: X 02 N (D 12 z 7p ROOF: 4 +/- lJJ ASPHAI I POOFING < w< I- < REMOVE EXISTING WAI L ICE & INATFP BARRIER b < U) o EXPOSURE CATAGORY: c REPLACE W/ HEADER 1/7" 4-PLY FIR CDX SHEATHING Wl N DOW DOOR SC HEDULE HEADER CHOICES:_ ­ 2XBRR (016"OC (4) 11-7/3 [\A 2XGC,l (016 0C (3) 14 LVL MEAN ROOF HEIGHT: 12'-4-1/2" (2) 16-LVL R21 INSIJI ATION WA WINDOWS): FXT LIVING SPACE EA I xkj FRIOR WALL:LLS DOODr 3" EXPOSURF 15# FELT UNDFPl AYMFNT-ED SIDING EGRESS Gt AZJNG UNIT AREA MIN. REVEL D.P. MIN.D.P. MANUFACTURE CACATHOGUF NUMBER DESCRIPTION S.F. S.F. U-VALUE S.F. 1ST. FL.QTY. ZONFl ZONE UNIT D.P. 1/7" SHEATHING w z 0 2X4 STUDS 016"OC > R13 INSULATION z < ANDERSEN AXW31-2 AWNING WINDOW 1.3 6.8 0.33 9.0 1 35 50 00 0 ❑ z 2X6 PT PLATE 0 SILL: 3/4" SUB FLOOR TERMITE SHIFI D < cv) W ,S 111. GASKET R.11 IN`Ml A71ON FOUNDATION: (D 8" CONC. R[OCV, WAIL -Z DAMPPROOF EXTERIOR 1'.16"X8" CONC. FIG. ALTERNATIVE FOR OPENING PROTECTION 7" m TABLE 1609.1.40 2_CONC_ SLAB WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL POPTIONAIANELS FULL FOIJNDATION FASTNER SPACING (INCHES) op co F R PANN 2 'TYPE 2 FEET SPAN<4 FEET SPAN<6 FEET SPAN<8 FEET cm C ROSS SEC TION 2-1/2"#6co WOOD SCREWS 16 16 12 9 2-1/2 V8 WOOD SCREWS 16 16 16 12 U- 0 WOOD STRUC TURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM 0 cn PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN W) Lo ONE— AND TWO-- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZEDGo Z i ATTACHMENT HARDWARE PROVIDED. S lil OPENINGWITH 0 11714 (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) cca WIND- BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 4"0 ROOF VENT FOR WALL OPENING PROTECTION OF120 MPH 3—SECOND WIND GUSTS MAXIMUM MEAN ROOF HEIGHT: 35) 3" 4 F.A.I. �xj U 1114 SHUTTER ASSEMBLY SINK N.T.S. D.W. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 23/32" ARA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD ()2 V� / (OVERLAP AROUND OPENINGS 4") 3 _l C.O. ASSEMB LY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDfNG w/ 1110 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL 4 WOOD SCREW @ 16" O.C. 4'C.1. TO APROVE HOUSE SEPTIC SYSTEM ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP #10 TEE NUTS ATTACI--IED TO BLDG. wl #10 W/ WASHERS) MACHINE BOLT a 12" O.C. PLUMBING SCHEMATIC N,T,S, ILL 0 < Romig a IS N r � co J W =' { o u c o -- -- _ - - -- - 1- - -- - ---- --- - - - _ --- --- - JJ Z W Z -- - ---- - - -- -------------- -------------------- ---------------- - _ ----- — - — - - -- -- ----- — ----- _ - __ ___ ___ ._,___. . -- - _ CY) L� 9--- - -- -- ------ - - - - — - -- - - ---- ------------ ------------ - ___ 00 --------- — --- --- --- -- --- --- --- to_-- -- --- -- --------- ------ -------- --------- ----------- ----- - - - -- ----- .... --- --- --- --- Z- �---- -- Z -l- -L- --� O - - z 1rs -1-� �- - - T - (_ 1 1 - - A ¢ ii O >- m CIO R-IGH T ELEVATION � _z O N ..nn. Ln -- - -- --- J . - .� -- - _- - - - I w 999 eX P9io �3 ._ El --------------------------- ------------ ........------- ------------ ........... .......... ! --------- .. -- _....... 914 � 14 LJ= _ ll_ 1 1 -T Y-FI-LLF- -T 0L LL REAR ELEVATION ui � o7 IZ I I z WIND -LOAD- PATH CONNECTIONAND CONSTRUCTIONDETAIL DRAWINGS l < USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACIT-T% ii C) N _ "._ ::�t N CQ it KING.STUDS In \ z ZI \ ¢ LLJ Q Q F -- ENDWAI.L RAFTER %` WALL STUD J w e( E.Y-' CRIPPLE-STUD p p p o BOTTOM PLAN -- --- HEADER RIDGE LEDGER ----- BATHTUB / DOUR[F JOIST --Q SIDEWALL JACK STUDS Q RAFTER —{� � FLOOR USP NUMBER DESCRIPTION -APR[ICAT4ON J . 1ST ADSS HOLD DOWN CONNECT TO 1 SIDE OC ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS LLI - - -- r ---- - _, BATH!SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNFiCT TO 1 SIDE_OF ALl_CORNER,,ON -'-- HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP LOCATION USF'NUMi3C_R UI"_SCRIP'k ION APf'LICA'fION LOCATION USP NUMBER DESCRIPTION APPLICATION 12AFTEft SfLE USP NUMBER DESCRIPTION FtPPLICATFON SUPPORT EACH MALL RUNNING PARALLEL WITH THE FLOOR a JOIST DIRECTION WITH 7 JOISTS.UNDER WAIL. + 2N4. ADSS AL_L OPENINGS L.STA12 1-1/4 x12 20ga.STRAP APPLY TO EACI i JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE_TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER (-} ANCHOR PLATES OF' FLOOR.CONNECT THROUGH THE F=LOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS .RT3 OR fiT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD ZXi D - LS21 D 18ga.SLOFE HANGER APPLY TO EACH F2AFTFR 1{.EDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE �� --_ — BLOCKING g24 DC 0 WAIL STUD THROUGH-RDOFEXHAUST 0 co z VENTS SELECTED AND LJ,,,J LOCATED BY CONTRACTOR "� METAL STRAP ----- CRICKET AT TOP-SIDE OF VENTILATION CHANNEL (,c RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATES) - � -- -- WALL SHEATHING RAFTERS MAINTAIN • SIDEWALLTLA$HING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING _ FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48-OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST fT3 AT WAIL.--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A O AND ALL WINOOW/DOOR OPENING JACK STUDS � �FASCIA -- ---- ---- - BETwFFN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA -- -0 _ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION Af''F'LIGAl'ION ROOFING TO AVOID SOAKING WALL STUD------ NOT LESS THAN 1/150 OF THE AREA OF J'4 GUTTER WOOD GIRDER A INSTALL 4'D"O.C. THE SPACE VENTILATED. A1.1..OPENINGS 4"-8" LSTA'24 1-1/4'x2d"2[7ga.STRAP AND JACK STUDS PROVIDE HEMMED EDGE AT SHALL BF RESISTANT METAL MESH WITH MESH CORROSION IN.SOFF I SCREENED VONT r ON ALL OPENINGS FLASHING TO FORM Cl IANNEL _ -'-- A 5 5 IC OPENINGS OF/.INCH IN DIMENSION. I CO / 0 to - - - - - - - - - -_...._.. I NTIN SOFFIT EXr.PLYWOOD D 1 � 061 INSTALL4'D"O.C. LOCATION USP NUMBER -_ DESCRIPTION ACONPPLICATION SOFFITED SAVE L op 8"-14" L.STA3D 1-1/4"x30"18ga.STRAP, AND JACK STUDS AND SO AS TO MAINTAIN AIR ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RTID 10-314:"x 18ga.TYDOWN ANCHOR G ---- ----- - -- - - ACTION C RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND Ln {y INSTA_L4'D"O.C. --- — - CONNECTTO ROOF VENTILATION I OVER BEARING WAI..I_S AND HEADERS pF r 14"-16" LSTA36 1-1/4'x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 26ga:TYDOWN ANCHOR EACH RAFTER ON ALL.OPENINGS KEEP ROOFING NAILS OUT SOFFITED SAVE DETAIL Q r 2ND_FLOOR WALL .' OF FLASHING x ROOFING LAPS BASE E- FLASHING 41NCHES RAFTER L� ---- -__-__ BASF FLASHING WRAPS CORNERS, / ' RIDGE CAP OF SAME Q EXTENDS UNDER SHINGLES AT / MATERIAL AS ROOFING O CSf \� SIDES 4 INCHES AND LAPS (/ I NAILED TO SHEATHING w t)! SHINGLES AT BASE MIN.4INCHES \. TtiROUGHVENT � L9! � i \� WOOD JOIST EM7 -- -. " TOP PI-ATE / �� Z r GIRDER/HEADER IIWIIALL FLASHIIINIG / 1ST.FLOOR WAIL_ ST AND NALL W NDOW/DOOR OPENING-JACK,,STUG TO BE ATTACHED 1-0 WALL STUDS PA DS METAL FLASHIN;s AT A.. 51 L EAVES, WALL STUD WOOD JOIST ----------_.-.Q c i c I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -Flf2CVIDE HEMMED EDCzES SO RAFTER ------------. ..-_-------------------------_-_ -- INSTALL 4'D"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT GAPILLAPY ACTION LOCATION USP NUMBFR DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RAFTERIPLATE. RT15 TYDOWN ANCHOR RAFTER TO EACH RIDGE VENT TO NG MIN 1-1/2" ALL JOJSTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH KEEP SHEATH! THE PROPER STEEL CONNECTOR- -- - - - -- - -- .-- _..---_-_--._- - CONNECT OVER ARO ASSAIGE©AI LOW FREE F ABLE,SCT FIR JOISTS APROX 1/2'HIGHER THAN LVL HEADERS �r INSTALL 4'0"O.C. � FI "' � i 8"-16" NISTA48 1 1/4"x48"16ga.STRAP AND JACK STUDS CONFORM TO SLOPE . I = D- ON ALL OPENINGS PLATENVALL SPTiF4 STUD PLATE ANCHOR OF ROOF TO ALLOW FOR SHRINKAGE. REDUCE RUMP OI ITSco PLATES TO EACH STU D i DBL:SILL PLATE TERMITE SHIELD ;" _ � SUBFLCOR SILL GASKET WOOD JOISTS NEOPRENE TYP.CONC.FOUNDATION q CONE.SLAB 1, ' GASKET 1 2x6/2x?CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR v 6 MIL.POLY {' POLY ON EXTERIOR l_ - U2 TED O STEP_EWITH E I �Mir � ROOC JACK � BOLTED BOLTS45"T I°� 48"a.c, STA:s. S v GRANULAR FILL STEEL COLUMN— ax. q a a c c ITL CONC.SLAB STEEL BEAM COMPACT FILL C� a < y ' q /� 4" x 114"x S" STEEBL ,"° � " _ a = ROOF-ING LAPS 4 TOP AND JTTOM PLATE KEYWAY FOOTING c a v p r, _ / 4 ° I� (LASHING AT WITH 112" x 6"'ANCHOR'BOLT j-0 0 L n \ asp CONE.FTG. .n USE WASHERS S�ERS SIDES AND TOP 1/2" "ANCHOR B©LT.CCNNECTION (USP LRPS58 CFR BP,;4 REINFORCING BAR ONO5/ CANCHOR gSTEEL GOLUMN 1w'r DRAIN Till F a ANCHOR BOLT CONNECTION SPORTING MAXAUcPACHFLASHING LAPS 10 KIPS ¢ QV SILL PLATE TO FOUNDATION1 STORY 72"OG ROOFING AT BOTTOM(CRAWL SPACE OR FOUN F34'� MIN.3"STEEL COLUMN ANCHORED TO 3D"x3D"x12"CONC.FTG. (CRAWLSPA E R FOUNDATI ION STEEL TYPICAL BOTTOI DETAIL RING TYPICAL_CONC.FOUNDATION APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC `? WHERE NEEDED F=0F2 STRUCTURAL_BRACING. i,,,•4"' WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADES 1-2 STORIES 57"OC - ROOF JACKS 4 VENTS DETAIL II/ SUBFLOOR ANC.SLAB h�M C EA DOOR -I DOOR FRAME JOIST J� 6X6 10/10 WWCxARAC.x ;a. COMPACT FILL I Q ' USE 2X8 4" SLAB I FOR BL.00KOUT STEEL BEAMOP P.T.PLATE " O LU/bXfa WI"IM rn NO AND ADJUST HFIt SLOPE ° n -__ 4"DRIVFEtJIAY-__p. NOTCH JOIST T 1/7."AIR SPACE < l`1%2" ° ° (WITH A NAILING PLATE_IF NEEDE ) ��� AT END AND TO BE APROX.1/2"OR HIGHER THA *' - t-C•'q IDEFS OF WOOD GRADE= a - u---'---r---- --- c� A 'c' D a ° " - STEEL BEAM TO ALLOW FOR SHf21NKA`E — — — — — BEAMS ( ) q ti, q C' PROVIDE.STRAPPING TO KEEP JOISTS AL1 ED i2" V r 4 `e c a a n sU[ l_ooR �' n NOTCH BEAM FOR MUDSILL IF REQUIRED-MAXIMUM a n ~�! .RAIN. r�e �• e ., r •c as a REINFORCING BAR ' `� NOTCH EQUALS 114 DEPTH OF BEAA1 1 C c n • { a REINFORCING BAR ° -III n A° n c c 1= I JOIST DRAIN TILE � d/L, �° - —-- 12" a .°g \ SHEET METAL 1304 FELT UNDER BEAM AT POINT I '1 STEEL BE M e o _-n n •I _ OF CONTACT WITH CONCRETE OR CONC.B!_OCK �I I I TYPICAL CONIC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 3\\ SHIMS TO LEVEL BEAM _ +t PLATE(BOLTED T 1=A REINFORCE FOOTING WITH(2);V4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT LL BEAM POCKET O LIJ a I' Z x J CS N WIND FRAMING NOTES NAILING SCHEDULE -;ENEy /� �+ E'L,41�dUlT1�T NOTE5 G "" ROOF #-RAM ING. OCCUPANCY C_LA55IFICATION R3 RESIDENTIAL (D " } 1).RIDGE-TO-RAFTER ASSEMBLY: _ U m 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL Z � JOINT DESCRIPTION NOTES SUILDING� USE RESIDENTIAL DWELLING p-� n When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING � ILLI I CONSTRUCTION NOTES. in each end of the collar tie need not exceed the tabulated number of 8d nails in the stra BUILDING HEIGHT 14' 2" P- RAI-TER TO 8'WALL:3-8d COMMON EACH ` ~ W TOE-NAIL a do. TOf'.PLATE 10'WALL:•4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION Sh SF t0 i 1):The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CElL1NG JOIST B'WALL--3-8d-COMMON EACH w intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framingand shear wall connections for rafter,ceilingor truss to to plate,shall be,in TOE-NAIL PRFSCRIPTIYF AS PER N_Y,S. RESIDENTIAL CONSTRUCTION GDDF AND Y` p p TO TOP PLATE 10'WALL:4-8d COMMON JOIST DESIGN CRITERIA for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss da not fall in line with studs below,rafters 1995"5BC NIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRA1"11NG FLET"IENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DFG<S 1 CONIES 40 7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3-3c. CEILING JOIST-LAPS AS PER TABLE 3.7 EACH FACE coo OVER PARTITION WFCM-SBC LAP NAIL 2).The General Contractor is responsible forensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: - ---- ATTICS w/o STORAG=E 10 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE E AS PER TABLE 3.4 EACH FACE �+- These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-58C END NAIL ATTICS w/ STORAGE ZO DESIGN LOAD CALCULATIONS W Z should be adhered to even if in varianre with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON (LIVE LOADS PSE)EACH TOE ROOF (GROUND SNOW LOAD) 45 !`°` I accordance with table 3.3. TO-RAFTER END N AIL ROOMS (OTHER THAN SLEEPING) 40 Z 3).Dimers ons shall take precedent over scaled drawings. RIM BOARD EACHND ROOMS (SLEEPING) 30 . (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO'RAFTER 2-16d COMMON END First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift STAIRS 40 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: GAURDRAILS (ANY DIRECTION) _ 200 [a Q Z tesponsibili}y for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under . NAIL -NAIL EXPOSURE GATAC:Of2Y G j constnuctio means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES - - W r ui QTY. SPACING CY? W precautions and programs in connection wittrthe work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor Dolts.Anchor bolt LOAD PATH SFE CONSTRUCTION ANDWIND PATH CONNECTION specific use expressed or implied in the use of these laps. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL N P P P P g p P g. TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE (� anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE NAILING SCHEDULE 5FF GENERAL NOTE PAGEINTERSECTIONS 4-.16c1 COMMON EA.SIDE ' -NAIL ' EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE &}.The General Contractor is to ensure that masonry or prefabrarted fireplaces meets 5}.TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Sym•: or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON FIRE PROTECTION SEE FLOOR PLANS attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL (SMO<E 4 GQ.. DETECTORS) 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"0.C. FACE 9YP P 16d COMMON TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION �p such as bookcases,shelving,pantry,closets,trims,etc- edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER - ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS RFSGHEC< 3.5 RELEASE 1 O 8).Wind load requirements shall betaken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL 6):TYPE-11 EXTERIOR SHEARWALL CONNECTIONS: �- /� BOTTOM PLATE TO: FOUNDATION NOTES. Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL FLOOR JOIST,BAND JOIST,2-16d COMMON 5C LO length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 V boo 1).The General Contractor and Mason to review plans,elevations,details and notes to END.IOISTORBLOGKING . , CLIMATIC &. GEOGRAPHIC.DESIGN CRITERIA -0 ' determine intended heights of finished floor(s)above typical grade. FRAMING: F N � 7}.INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. _ _ GROUND WIND SEISMIC FROST WINTER 10ESHIELD tau Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when --- NAIL NAIL SNOW SPEED DESIGN ATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD �- 2).All footings to rest on undisturbed(virgin)soil, interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES LOAD MPH HAZARDS r M 2.4.4.2 and 2.2.4 respectively. JOIST SPACING ( ) CATEGORY DEPTH TEMP. REQUIRED to 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE M10DERATE SLIGHT TO concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-Rd COMMON. IOIST NAIL 45 1:.E3S. 120 B. SEVERE 3 FT. 11 NONE - < 8).-CONNECTIONS AROUND EXTERIOR WALL-OPENINGS: TO HEAVY 'MODERATE U_ Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ! 4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMONwith table 3.5.Window sill plates shall behave steel connectcrsinaccordance with table TO JOIST END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS. a be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. ---- -- ----- -- - BLOCKING EACH TOE 2-8d COMMON O cr) 5).Unless otherwise noted,all slabs on rade to be 2500 s.i..Concrete to be TO JOIST END NAIL_ NAIL SPACING NAIL SPACING AT INTERMEDIATE ) 9 p- 9).CATHEDRALCEILINGASSEMBLY: SHEATHING LOCATION NOTES � j poured on 4 inch thick sand or gravel 51with 6x6 wire mesh reinforcing.Interior slabs BLOCKING TO: EACH TOE_ AT PANELEDGES ' SUPPORTS 1N THE PANEL FIELD Where a ridge is to be used as a structural beam,the rafters shall either be Hatched and 3-16d COMMON tet°t co to be minimum 3-1/2 inch thick. anchored on top of the beam orslope cornrrctors shall be attachedtn rash rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"D.C, Rd COMMON @ 6"O.C. SEE NOTES:1,3 along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE SEE NOTES:1 (BOTH FIELDS) 0N 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAZI_ NOTE:2 FOR PANEL FIELD Z r c� �+K L JOIST ON LEDGER PER. TOE GABLE.ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O.C- 8d COMMON 4"O.C. SEE NOTES:1 3 tCa i 'DECK AND COVERED PORCH I N®TES. TO BEAM 3-BdCOM1'�10N JOIST filAtL -- � @ j 7).Dampproof exterior of foundation with bituminous coating as per section 8406 of N.Y.S.Resjdential Construction Code:A 6=mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACD pressure treated lumber. -BAND JOIST PER END NOTES the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to he galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL PER TOE NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON Girders i' FRAMING NOTES into concrete with concrete min mum 1 2e d arxho7"d with o g anchor bolt with washers a dconnectors cnuts.d SILL OR TOP PLATE ROOF SHEAT f 1 N G. FOOT SEE NOTE:1 he 4or roof foo>t perimeter sheathing edgehin 4 zone attachments ofthe rimeter edge uf the requ reds shall be u ed'including 4 feet-on each side of the roof peak, 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Edition Wood FramingConstruction Manual. QTY. SPACING Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. For framing members with<0.42<G<0.49,the nail sparing shall be reduced to 6 inches o.c. q 2):Unless otherwise noted,all framing and strurtural�wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For m^'� ( ! Douglas Fir. 4}.Deck joists to have blocking at 8 0 o.r-. CEILING SHEATHING. framing members with 0.42<G<0.49,the nail sparing Sall be reduced to 3 inches o.c. (/] 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL otherwise. ) g g" JOINT DESCRIPTION ` / Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS. where needed. GYPSUM 7" O.C.EDGE rte, N 4).Unless otherwise Hated,all bearing wall headers to be(2)2x10#2+87R.Doug.Fir. 5d COOLERS NAIL SPACING NAIL SPACING AT INTERMEDIATE Bearing wap headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0-FIELD SHEATHING LOCATION NOTES fol 6).Concrete piers shall be a minimum 6"above grade. AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD openings.LVL headers to have(3}jack studs and(2}full-length studs on each side of {� - -- ---- u WALL Sf IEATHING. SEE NOTES:1,3 BOTH FIELDS openings.Bearing wall window sills shall also have(2)windowsill plates for 2x4 wall 7).All joists to he supported with hangers and anchors.Each Joist shall also be anchored 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ( ) fire openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide NAIL NAIL NOTE:2 FOR PANEL FIELD a to girder(s). JOINT DESCRIPTION and blocking where NG I applicable. OTY. SPACING INTERIOR ZONE _ 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. -_- .SEE NOTE:3 f� ° 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 } YP 9- 8d COMMON 5).X111 flush beams/headers to be installed with heavy duty galvinized hangers and A� _1'40r PANELS WFCM-SBC NOTES anchors where applicable to all connecting joists. P LU I VI SING I h V OTES 7/16"OSB 6d COMMON 3"O.C.EDGE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. "`:� PLYWOOD 6"O.G.FIELD 6).Double up floorjoists under walls that run parallel to the floarjoist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential i'`%;• ;� i..l Floors to have Ceramic the installed shall be verified for proper load capacity unless noted Construction Cade. GYPSUM 7" O.C.EDGE p p p 5d COOLERS 1).For wall sheathing within 4 feet of the comers,the 4 foot edge,zone attachment requirements shall on plans. WALLBOARD 10"O.0.FIELD be used. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. -FLOOR 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists P Y F LOO R SHEATHING: 2).Tabulated 12 inch o.c.nail spacing asumes sheathing attached to stud framing members with under all bearing walls. 3).If wall studs,plates or joists are cut out duringinstallation for an plumbingrelated work, NAIL NAIL G 0.49.For framing members with 0.42<G<,the nailspacings shall be reduced to 6 inches o.c. pr JOINT DESCRIPTION g provide adequate bracing and plates to protert and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. l needed. HVAC SYSTEM STEIVI NOTES 1"OR LESS 8d COMMON 12"O.C.FIELD . . 0).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir NOTES. COX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety WALL. LEGEND requirements. _- THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or AdvanFinished ech plywood stalled 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. NEW WALLS adhered with PL-000 adhesive and screwed to floor joists.Finished floor to be installed ) "g requirements g FXI6T(NG WALLS aver subflaar as er manuf<acture's instructions. 1 3).uHVAC subcolntractor to rovide finals stem 1,3 out drawin and submit it to the General nailed 6 on center at the panel edge.If wall sheathing ased on wall Contractor and owner for final review and approval. g P. 9- 9 WALLS TO PE REMOVED 11).All bathroom walls to have 1/2' thick mrnsture-resistant sheeirock.Garage walls and is Walled 3"on-center at the barrel edge to obtainhhi her IE_-�I�- Illll u ceilings and over furnace to have 5/8"thick type sheetrork.All other arts of buildin --------- -- -- s - ] 9 YP P 9 hear capacities,nailing requirements for structural to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES. members shall be doubled,or alternate connectors, ' 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates;shall be used to maintain load path. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected f torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated,number of nails.shall be permitted a to be reduced tot-16d nail per foot. 13)-All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section 8317 k be installed with a foam sill gasket and cop-r-tex termite"shield or approved equal. of N.Y.S.Residential Construction Code. IL 1 (a Q isms