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HomeMy WebLinkAbout38040-Z Town of Southold Annex 6/24/2014 P.O.Box 1179 54375 Main Road �► Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36985 Date: 6/24/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1850 Country Club Dr, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 109.-3-2.19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/6/2013 pursuant to which Building Permit No. 38040 dated 5/22/2013 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: ADDITIONS AND ALTERATIONS INCLUDING A SUNROOM AND COVERED PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Barton,A&G (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0015 02-24-2014 ELECTRICAL CERTIFICATE NO. 38040 05-15-2014 PLUMBERS CERTIFICATION DATED 06-20-2014 Kevin Rempe Plumbing t riz Si ture x TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE '$ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38040 Date: 5/22/2013 Permission is hereby granted to: Barton, A & G 1850 Country Club Dr Cutchogue, NY 11935 To: construct alterations & additions to an existing single family dwelling as applied for At premises located at: 1850 Country Club Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-3-2.19 Pursuant to application dated 5/6/2013 and approved by the Building Inspector. To expire on 11/21/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,097.20 CO -ADDITION TO DWELLING $50.00 Total: $1,147.20 Building Inspector 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: 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 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: Old or Pre-existing Building: (check one) Location of Property: 18 5o ( aVJ IZi CAA4e:, House No. Street Hamlet Owner or Owners of Property: *44:PL.VJ Suffolk County Tax Map No 1000, Section tog Block 03 Lot Subdivision''�Nkp o1� CotA •Z,y (.t�qb �j T�� Filed Map. (0136 Lot: �(o Permit No. - Date of Permit. T.t1t,1°1' 8 Applicant: IUL Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SO�lyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 G Q roger.riche rt(a-town.southoId.ny.us Southold,NY 11971-0959 COUNT`I,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Barton Address: 1850 Country Club Dr City: Cutchogue St: NY Zip: 11935 Building Permit#: 38040---38410 Section: 109 Block: 3 Lot: 2.19 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 X Service Only Commerical Outdoor X 1st Floor X Pool X New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 74 Ceiling Fixtures 26 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 17 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 28 CO Detectors Sub Panel A/C Blower Range Recpt gas Fluorescent Fixture Pumps Transformer AppliancesH97 Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock 11 Exit Fixtures TVSS Other Equipment: this certificate covers the house and inground swimming pool, 6-exhaust fans, 6-paddle fans, 1-gas range,5-ARC fault circuit breakers Notes: IN GROUND POOL to include,bonding,gas heater,2-pool lights, 1-pump,4-GFCI circuit breakers,cover motor, 100a sub _ Inspector Signature: 6�-� �' Date: May 15 2014 81-Cert Electrical Compliance Form.xls o��OF SO�l�o Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Fax(631)765-9502 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD �' JUN 20 2014 o �r. T ni o CERTIFICATION Date:_ Building Permit No. 3 S'Old Owner: (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less*than 2/10 of 1%0 lead. (Plum ers lgnature) Sworn to before me this 2— :rg d of�u 2014 t,l ( 01LE&azO10-7l fit'• 3����S Not Public, County C_ OF SO(/jyo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ZFOUATION 1ST [ ] ROUGH PLBG. ATION [ ] INSULATION STRAPP ] FINAL [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECT AL) REMARKS: L DATE INSPECTOR 2 C(6 f4f s 0 TOWN OF SOUTNOLD 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 [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE If,3 INSPECTOR sWryo TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 ,-,' NSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU [ ] ELECTRI (FI L) REMARKS: X� DATE r INSPECTOR 1 SOUlyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4,464 a, - oL� DATE Z3 1 INSPECTOR TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 INSPECT [ ] FOUN ION 1ST ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ICAL (FINAL) REMARKS: DATE 130113 INSPECTOR L �o��OF SOUI,�o� • TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [r INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i DATE `� INSPECTOR �O��OF SO(/r�o6 TOWN OF SOUTHOLD BUILDING DEPT. Al 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORZ so 6c-1 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - - INSPECTOAVIgi�-- I ��OF SOplyo 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUG UMBING [ ] FOUNDATION 2ND [ ] T LATION [ ] FRAMING / STRAPPING [ , FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING � REMARKS: DATE INSPECTOR IN I ooqo Of SOpryo N Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [tl FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING R7RK ae DATE �� h INSPECTOR Cif �®G�8�1� 52 NOYACK PATH,FO BOX 13741, WATER MILL, NEW YORK 11976 TEL 631.754-5555 ROBERT 41 EAST MAPLE ROAD, GREENLAWN, NEW YORK, 11740 FAX 631.261-1064 WEBER ARCHUTECT May 21, 2013 Town of Southold Building Department PO Box 1179, Main Road Southold,NY 11971 RE: BARTON RESIDENCE 1850 Country Club Drive, Cutchogue,Southold,NY SCTM#1000-109-3-2.019 Southold Building Department: As architect for the proposed renovations and additions to the Barton Residence, it has come to my attention that the area under the existing northwest one story bedroom wing had been originally filed with the Building Department as a crawlspace. However at the time of construction(1986) it was built with a full basement including steel pipe columns and girders in place of concrete block piers and wall supports indicated on the filed plans. This letter will certify that this constructed supporting basement structure is adequate for the existing loads and spaces occurring above. (This existing basement structure is shown on my addition/renovation plans submitted May 2013). Thank you. gED KR' ty � LL Prederick truly urs R. Weber, R. OF t� y✓ 1: ► 1 : D • 1 7 • U':: Is off" / �'�W -- ►i Wil ' , - -M., rim 411.,�AOOA MrA W.NEOAX PLUAMING r INSUL ATION PER N.Y. STATE ENERGY CODE ......... r� � -------------------------------- -------- . .., rix a ,u TOWN OF SOUTHOLD 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 South o)dTown.NorthFork.net PERMIT NO. ;YO& Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 51A;7-20/,3 Single& Separate Storm-Water Assessment Form Contact: Approved 0 Mail to: WZWWJAL w �p Disapproved a/c EU;ZM��„�.ww"wU-K I Phone: (mil `[54- '5555 Expiration Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 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,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. k4L Signature of applicant or name, if a corporation) 41 6�T "L& QmA:C> 6tL vt�N*.s, hl.%A. Vt"1d0,=) (Mailing address of applicant) State whether applicant is owner, lessee, agent architect, ngineer, general contractor, electrician,plumber or builder Name of owner of premises Gtog %-VI V- L �(� Ot.3 (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. fl*T, 60Qg1P-y91o4Z6"1&o V, Plumbers License No. —�— Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section �� Block Q'sj Lot 1•4��j Subdivision C.tmb DeyZfr'ie Filed Map No. �wl Lot ovr.t`! t Will 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ShJQakjZ fh t!tsj bWEL."QGk. b. Intended use and occupancy S1W&4V& t7*v %% — DUJ1�I.�L OCQ 3. Nature of work(check which applicable): New Building Addition X Alteration ?C, Repair Removal Demolition Other Work (Description) 4. Estimated Cost �35'J OFee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial of mixed occupancy, specify nature and extent of each type of use. t 7. Dimensions of existing structures, if any: Front $2.,t(3, Rear -jg,[t,�_Depth 50 � Height 24 Number of Stories 1 Dimensions of same structure with alterations or additions: Front 9Q!Lt) Rear Depth _Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front nJ� �� Ream Depth 2(00 (Al 10. Date of Purchase .���7 Name of Former Owner1K41j49 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_XWill excess fill be removed from premises? YES X NO / '�w#"ULtnt . too 1%utxoW AA I U0E- 14. Names of Owner of premises 2w*R wt-i AddressGtA"W(xr4U)L IISWPhone '1.No(5't(o�`144: A+ IWOName of Architect VQXV8F &4r.., W Address w. Phone No Name of Contractor ' F GO"' �~'`��'R Address lvis vw sou A .Phone No. WS A �L91?7-103( ' P.o. tao�c 4o`I 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 NO >G * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) az�2d4,r, Wt*>kN4 „ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named. (S)He is the Ae4ktt (Contractor Agent, Corporate Officer, et of said owner or owners, and is duly authorized to perform or ha v �d the sai work and to make and file this application; that all statements contained in this application are true to the �I s no le.. id belief; and that the work will be performed in the manner set forth in the application filed o tQ`P56 \+ � , Mr-J J Sworn to before me this (0�7. ay of r4 P RI 20 15 Notary Public Signature of Ap licant pF SOUjyol Town Hall Annex O Telephone(631)765-1802 Rax(631)76 �5t� 54375 Main Road G roger.richertCatown.sou o U.ny.US P.O.Box 1179 �p Southold,NY 11971-0959o�yCo UIVT'I, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 3 Company Name: S' Name: p / g—::, License No.: Address: a �� aC / J' vtJ� �oLDY• / /97/ Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: A N&L_D a --Cl *Address: ;SG �'�vry— 124 Lf *Cross Street: `2 vv 25 S e-14AJ� *Phone No.: ,YF - 3600 Permit No.: 3 TO Vo Tax Map District: 1000 Section: _ Block: _ Lot: a 1 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NO ough In Final *Do you need a Temp Certificate: YESCJ Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of S�10N ' d Additional Information: PAYMENT DUE WITH APPLIC \ 82-Request for Inspection Form vs l ' Town of Southold - Chapter 236 - Stormwater Management 1 , SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME. Owner-Agent-Consultant-ContradororOther (CkdeOne) PrOPertY OW74M OfDR16fentthan Appticant) oac e-a hs• t tae fc�l �-beNE 7 -oemm 15��� 5 fax k. t I��. 1-4 Carr, ! t Address. R1�F, N.`{ B:jef D-ctWou Of Construction Activity,Plroposcd Stnicdml BNT4 Sol s QT •i: 10 l ..Sgat- .o Stabalization BMPs,ProjCdScope and/or Scquestet of Consttv+�on AdMW - 1 Db41et aeeuoa Blame tst tP�id.Ad�tlnrolPagaaaN . Name of Contractor amtfor Contact Persort Responsible for btplanentalion of SWPPP. ------------------------------------ f ----------- . : 9 —1944- --- ----- :•; E- ail: ---------^------------^- - - ------- - _ i o ta�l1' - - arnAS ------ tF Ne of Persons Responst"for Instalboon d kt�lnterimee of Erosion Control practlm I ; --------------------------------------------- f { ! Addeo: ; I -------------------------------------------- Telephone� Fax#: f � i ----------------------- E-Mail: --------- Total Areq of AN Project Parcels: 7 � Total Area of Land arrcx ------------ I�/► andlorGround DisMb1'✓'�� i ---------------- Project Duration_ Start End -------------------- (AnUdpated) 2 Date: nom, Date: ----------------- ^^ U� --------------------------------------------- Any ----------------------- Will this Project Disturbe five(5)or More Acres at ----------------- Any One Time During the Proposed Development? Yes No -------------------------------------------- If -----------------------If YES:Please Answer the Followingi ----------------------------------------------- a. -_-_--------------------------- a. Does the Applicant have a Qualified Inspector On Staff To Conduct the RCquired Inspections? 'Yes No b. Does the SWPPP,Indicate HOW Frequently-the Site Q Q List the NAMES or description of aA Potentially Impacted Waterbodies andfor wetlands: Inspections wdii Occur and for What Period of Time? Yes No c. Does-the SWPPP Adequately Identify All Q [—� ---------------------------- i -------------------_ arilor Permanent Sot7Stabaf¢atlonMeasures? - Yes No ----'--------------------- d. Does the SWPPP Adequately Identify aComplete ----------------------------- Project Phasing Plan? Yes C7 Status rr Impacted wale Specific rbody.(e9._TMDL,303(d)Listed, paired—j L e. Does the SWPPP Indicate Additional Site S [_Q C� Im � 1 Practices that Will be Utilized to Protect Water Quality? Yes No j • f. Has the Applicant Submitted a Completed DEC Notice --------------------------- , I Of Intent and SWPPP Acceptance Form for Review Q C-Q Type of Impacted waterbody:leg.Lake,creek,Say,Pond,.Sound,Freshwatervdetbnd� E by the Town of Souq>otd? Yes No -==-- - S1 ATE OF NEW YORK, COUNTY OF...... .I/.(- C&!L-!t. SS - t l'bat I,.»/ »:::1 e» ....»»»,. _-.»........_ mg duly sworn,deposes and says that ` (Name al intrnlulual si9rerug��`��t!) - Po ys he/she is the applicant for Permit, � And that he/she is the ---------- � �.»....». .»».........».».»._..... ....... .........».............. (owr)er, - npO17te ofrku etc.) ». Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to f 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 pciformed in the manner set forth in the application filed herewith_ ; Sworn to before me this; { .......................... ........ .......day of-_..IY n �.._. ........,20.1.3 4.............. Notary Public_ ........ . L_............................ t {Signature of Applicant) SWPPP Assessment FORM: 03-1 Notary Public State of New York N0. 01DA6239490 Qualified in Suffolk County [MY Commission Expires 121L—J8-U/s ERO�� 52 NOYACK PATH, F0 BOX 13741, WATER M L.L, NEW YORK 11976 TEL 631.754-5555 �R� FREDT 41 EAST MAPLE ROAD, GREENLAWN, NEW YORK, U40 FAX 631.261-1084 ROBER WEBER ARCHUTECT May 9,2013 Town of Southold Building Department PO Box 1179, Main Road Southold,NY 11971 RE: BARTON RESIDENCE 1850 Country Club Drive,Cutchogue, Southold,NY SCTM#1000-109-3-2.019 Building Department: Attached please find ResCheck information and a Plumbing Schematic for the proposed Additions to the Barton Residence in support of a Building Permit application. Thank you. Vq truly yo s, Frederick R. Weber, R.A. MAY 10 2013 BLDG. DEPT. TOWN OF SOUTHOLD X10(1-0S-2004 06:27 From: To:7659502 P. 1/2 52 NOYAM PA7K FO BOX 13741, WATR MLL.Nm YORK 11'➢76 TEL 631.754-5555 MWR= 41 EAST MAPLE ROAD, GAWO LAWN, NEW YORK, 11740 FAX 631.26)-XM4 WEBER ARCHUTECT MAY 2 0 2W FAX* i s�.oc DEPr. TOVI, of sour OLD DATE: TO: MEMO: ti -1405 FJkOM: FREDERICK R. WEBER, R.A. *pF SOUTyOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q June 16, 2014 UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD A & G Barton 1850 Country Club Dr Cutchogue NY 11935 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. A fee of$50.00. X Final Health Department Approval. roval. p Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 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. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38040 — Add itions/Alterations 73 TOWN OF SOUTHOLD PROPERTY RIECORD CARD OWNER STREET =;r VILLAGE DIST. SUB. LOT T I �<�JS �OUll��-" �•�✓!d ;./yf U� � tl r"�'� :.��'.. /+: G 4 U >�� t'���,� ,� �.�, FORWR N. 2 -� �•� f� s N E ACR. I� 1�✓ i G k l_a ( S W TYPE OF BUILDING RES. SEAS. VL. I FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS v ''���� �` ��. ���'�. �� ��Z2� ,�• a.S'a/a�C'i</��5�� ��3:i ��� ��C'L'-s f t� �/�ie,���-o� X3.6 cut, /g� oo— 7000 0 0 L'000'0 Q i�01— L1Q,3cooq/cp - koss 414)rL Abss X500 �� T 2-FC4M-ein (A A , k.()Ls5 ciace0 OAb rilloble FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Aeadowk*W DEPTH douse Plot BULKHEAD ` -otol i oK ■■■■■■■■■■■■■■M ■■■■■ ■■■■■■ ■��1 ■■�a'c� ■ ■1 ■■ ■�'�■■■■■■■■ Emil ■■i1 a'�■IIS■■■■■■moi■■■■�%■■■■■■■ ■■ill■■ww■■■■■■■■m F■w■■■■■■■■■ LAR/VE- ID 3G,9 b N' Lor 17 ��4< d• gyp• .s+•r If J �0.�5 8240053 4pI W UMT ?Y CL1l8. 1 FORK CO 2a NOR7'N Vic�r,rn f SURVEY FOR s FREDERICK ARTHUR *?OSS a BETTE H. AOS-S A T.. CUTC.I`•,►.OGUE Til WN OF 50V MOL D SUFFOL K COUNTY, N.Y TAX IWAP JV. 1000-/09;03 -F:019 SCALE t I =50 I�0"V X98,/994 CHICA60 MLE IN"PANCE AMe.-•E7' /9$5 CON AdN'Y MARa N 25, 1966 MILE NO. 34'OS•o$O'SSS A EP T t-1,1986 FREDERICK ARMIR RIDSS.8 BETTS N.AOSS • g er N.Y.S.LIC.NO,496t 8 PECONIC SURVEYORS &ENGfNEEf7s PCCON7.OURS &E'LFVATIONS ARS' REFERENCED M (5116) ,i'65-5020 AN �tSSNiWE© DATA. P.O. X 909 6"UND WATER AT EL. 347 SOUTHOLD, N.Y. 119 71 40T /YOS. R y 'TO"MAP OF WUNJ�i''Y C'LUO Lr$rdrfi'S" 'AILED OCr 17, /9", AS AMP NO: AS I' MIN. t 2' MAX, TRAFFIC CONCRETE LOCKING CAST BEARING CHIMNEY DEPTHIRON O GADE COVER SLAB -fit APPROVED PIPE, 1/4" PER FT. +'0 APPROVED CONCRETE MIN. PITCH :a PIPE, 1/8" PER FT. COVER INVERT TO N p MIN. PITCH MATCH EXISTING LIQU� = I FLOW DEPT I BAFFLE 5E TICTANK i NEWo 1500 GAL.) I LEACHING POOLS I 1 2 (400 S,F.) COLLARD I I � PROPOSED SANITARY YSTEN I ENLARGE SANITARY SYSTEM F0 5-4 BEDROOM HODS 3' (MIN.) TO HIGH NEW 1500 GAL. SEPTIC TANK (Replace Ews n Gal.) _____ SEASONAL GROUNDWATER_ I ------ NEW 400 S.F. SIDEWALL AREA OF LEACHING POOLS I t 2 (2 POOLS, 8' 0 x 8' DEEP) MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. \ \ \ VACANT (EXISTING SUB-DIVISION TEST HOLE ON FILE) \\ \\14.31' C \ mon. "\�get SINGLE FAMILY �Yy .O DWELLING W/ \\�Y' �— — O, PUBLIC WATER R/V waling i/ Dnvewa O+ \ ��\� fc Ewsung 1_ Water V Meter mon. LLJ �! , ( � _ -� set It 20 ewY / i c Exp LPI �v b w . . ,� . New' / mp—out/Back— L: `t Leaching Fi watt Lea — pp tt t _ Poria \ Lea 0. oi3 :, 5 a P2 \ / w/ Cl Sand G New iILI i Tank � / / EwstFng Z Tank �� Drrvewag Q \0' -------- L Remove I .Z Exiatmg LU (Y LOT 1'1 II „l Septic Tank > O SINGLE FAMILY /}� LOT IS Z E DWELLING W/ PUBLIC WATER3 SINGLE FAMILY Z age PUBLICNWATER I :1 -V / l Estin DxrFivewag PROPERTY OWNER: TERRAC ARNOLD I GERALDINE BARTON / SITUATE: CUTCHOGU£ / TOWN OF SOUTHOLD 1 ADDITION SUFFOLK COUNTY, NEW YORK SURVEY INFORMATION: EAbandonrnerA of existir Rltµa c`ystetr1 :nu—gt be IIS PECONIC SURVEYORS t ENGINEERS, P.C. // PO BOX 909, MAIN ROAD, SOUTHOLD, NY 11411 fonnance with dep' eat rcquir`rnl nt SwLIbmit SURVEYED: NOVEMBER 24, 1984 pleted farm WWM- as progf LAST UPDATED: SEPTEMBER Il, 1986 i LOT NUMBERS REFER TO: LOT It, 'MAP OF COUNTRY CLUB ESTATES' FILED OCT. 11, 1918 AS MAP NO. 6136 I e ( SCTM# 1000-109-03-2.019 LOT AREA: 44.568 S.F. (t) UFFOLK C04KTY DEPAtt i MF-NT OF i;F-AL'TH SERVICES QERMtT FF9'R APPROVAL OF CONSTRUCTION FOR A $fTdGLE FAMILY RESIDENCE ONLY i 0. 0 ✓� SITE PLAN NORTH A¢PRO ED / FOR MUM E OF ,cK �T�` /orf' EXPIRES TI MEE YEARS FROM DAt t%F At=F OVA mons ' set / / 22.5' '` 356$ / IG2r38 " , ,� m`n� I ; FREDERICK R. N CHITECT 2o.r 9 820 53 40• W j COUNTRY CLUB- INC' 22 41 E. MAPLEROAD, NYS NSE BGREENLAWN, NY 11140 NORTH FOR, TEL (631) 154-5555 FAX (631) 261-1084 v,gCANT MARCH 11, 2013 21 20 S.C.D.H.S. REFERENCE NUMBER R10-13-0015 LOT NUMBERS REFER TO "MAP OF COUNTRY CLUB SURVEY OF PROPERTY ESTATES' FILED IN THE SUFFOLK COUNTY CLERKS AT CUTCHOGUE N OFFICE ON OCTOBER 17, 1978 AS FILE N0. 6736. TOWN OF SD UTHOLD 1 SUFFOLK COUNTY, N. Y. + cb, 1000-109-03-2.19 SCALE. 1'--30' JANUARY 21, 2014 l *!60P� �vr IN, 400,9 \ w R.fa0.00' �I Naa41'1o'w b 277.37' Qty k' s (� N � w S� 34.7' 016 r0. Jj JUN 20 2014 PI I PooLl1:iMLD i HEALTH SERVIC ,r , i . -'1 WORKS FOR o c, 24 2u14 'DENCE 44.8. .3 E dis ,`� ^ =J""nd ar.:+lrf Lfsf ,� '85 at this Ioc"lgofl 'dVE' O !1R,A MAXIM;,,4 nciPs and d to ,,�Fjilbprt Office of ltva�te, 1 LOT 15 LOT 16 01 LOT 17 .nuv 162.35 oF NEry,},O 5 S MET S82' 40 7557 80. FT. c" d ATION OF SEPTIC SYSTEM FROM OTHERS. < l N. Y.S. UC. NO. 49618 N AL 7ERA TION OR ADDI77ON TO THIS SURVEY IS A VIOLA TION , � �$ CON/C MORS, P.C. DP" SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. E�c6EPT AS PER SECTION 7209—SUBDIWSION 2. ALL CERTIFICATIONS LAM 6J1) 765-5020 FAX (631) 765-1797 HEkEON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET f.�i1_113 �I HOSE SIGNA TURE APPEARS HEREON. MONUMENT SOU THOLD, N. Y 11971 V`t REScheck Software Version 4.4.1 Compliance Certificate Project Title: Barton Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 16% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1850 Country Club Drive Frederick Weber Seifert Construction Cutchogue,NY 11935 Architect 11780 Old Sound Avenue 41 East Maple Road Mattituck,NY 11952 Greenlawn,NY 11740 (631)298-1036 (631)754-5555 fweberarchitect@yahoo.com . . Compliance:12.0%Better Than Code Maximum UA:274 Your UA:241 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 258 30.0 0.0 9 Ceiling 2:Flat Ceiling or Scissor Truss 753 30.0 0.0 26 Ceiling 3:Cathedral Ceiling(no attic) 610 21.0 0.0 29 Wall 1:Wood Frame, 16"o.c. 1673 21.0 0.0 80 Window 1:Wood Frame:Double Pane with Low-E 230 0.280 64 Door 1:Glass 34 0.300 10 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 377 19.0 0.0 18 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 148 30.0 0.0 5 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has bee esigned to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply with a ndato r quirements listed in the REScheck Inspection Checklist. �I�rLu�c..UJ�� ✓ � Name-Title Signature ; ° Date Vit` MAY 10 2013 L__�� BLDG. DEPT. TOWN O(SOHTHOLD Project Title: Barton Residence Report date. 05/09/13 Data filename: Untitled.rck Page 1 of 3 NoREScheck Software Version 4.4.1 t Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 3:Cathedral Ceiling(no attic),R-21.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Project Title: Barton Residence Report date: 05/09/13 Data filename: Untitled.rck Page 2 of 3 Duct Insulation: LJ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Fi Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Lj All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Lj Building framing cavities are not used as supply ducts. Lj Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Barton Residence Report date: 05/09/13 Data filename: Untitled.rck Page 3 of 3 OL I 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wall 21.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Glass&Door Rating . Window 0.28 0.29 Door 0.30 0.27 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: 3„ 3r 3„ Roof --------= --------------------------------------=11L------------------------J-11=-- 1 I t I _ 21/2" I Bath 3 i i i Bath 2 1 B ath 1 I 1 IYT 211/2" 1 1�2° 1 1 qT 211/2' 1 VT t 2 1/2-1 2" 21 I/2" I VT I I t I IT 1 f I2nd door -- 2r 3„ 112" t 3" 2" Ipp I I T 3" 2" 1 --------- ---- ----- ----- ----L-------- C.O. 1 1 C.O. C.O. I I I I I I I I I I t ID Powder II I I I I Laundry I Kitchen I I M. tBath I f 11 'r I p7 'r t t 7r Guest Bath t l y r t 7• I 11,r I MAY 10 2013 2 ./_ I. I I _ 2 t�'_ 2 1�2 I �_ 1 I - fExtsttng} q I I I I I I � W t DW � t t r BLDG DEPT. 1 T0V"N OF 1H01_D — ------- — -- ------------ ----- ---- -- --- door 3" 112" 2" I 3" 2" 1 UT 11 2° 3" 2" -_ F.A. To Proposed C.O. 3 I Approved I Sanitary I C.O. C.O.System Building Drain, 4" Diameter, 1/8" per Ft., Min. Pitch ----------------------------------------- Basement ------------------------------------- --D,A .,, PLUMBING SCHEMATIC BARTON RESIDENCE K NOT TO SCALE 1850 Country Club Drive, Cutchogue. NY �, I' MIN. t 2' MAX. TRAFFIC CONCRETE. LOCKIN a CAST BEARING CHIMNEY DEPTH /-X00 GRADER SLAB FREDERICK 4"(P APPROVED - _ ROBERT PIPE, 1/4" PER FT. 4",� APPROVED CONCRETE MIN. PITCH PIPE, I/8" PER FT. COVER WEBER INVERT TO MIN. PITCH rT \� MATCH EXISTING - \ BAFFLE— DEPT 00 i _ I ARCHITECT \ SEPTIC I I O TANK in NEW I VACANT LEACHING + (1500 GAL..) i POOLS I t 2 \ Mon. (400 S.F.) t \ set �4//� +3' MIN. - r COLLAR O I 8.41 FAMILY 'Oj "'IrIELLING W/ �'\� 01 PROPOSED SANITARY SYSTEM + rPUBLIrC WATER ENLARGE SANITARY SYSTEM FOR 5-6 BEDROOM HOUSE 1 3' (MIN.) TO HIGH + 4I SEASONAL GROUNDWATER + � 9 NEW 1500 GAL. SEPTIC TANK (Replace Existing 1000 Oil.) ------- :el.) -------------------J ~ r Existing — -� \ •Ig' NEW 400 S.F. SIDEWALL AREA OF LEACHING POOL_'A I (: 2 Drivewa (2 POOLS, 8' 0 x 8' DEEP) 0 �� p isting I MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. \ / .\ ater ` Approx. Location of '`� e`er mon. (EXISTING SUB-DIVISION TEST HOLE ON FILE) Existing Underground set u Electric Service, 31 i / \ //�° bo. "Tone-out" Before � nQ TBeginning Any — � Ver f<y Locan 1 \ ooh Site Work a 0,� 0 Re4red�learances \. / {0 fo Ga�'Line/Regulator, ' \ rod /ry 0 Mbrntdiin 10 Clearance z J/� 0b �`y 46 20 / \ tVElectnc ...- f 4i,� r d Exp j �/i \ do- 4 a 1/ U ,'`.... .: - LPC `,.. / \ dc� - - DRAINAGE CALCULATIONS: Mew um out/Back-���� — 21 t( /LPe�c sing / \\ �% e p xig i ool �� ��\ NEW ROOFED STRUCTURES. LP2 / w/ l SandQo I NEW SUNPORCH: 346 S.F. OD . q� (y NEW PORCH (ROOFED): 410 S.F. J t j, - _ `� -- ,' �.� , /a' / J OD CONTRIBUTORY AREA: 118 S.F. TOTAL AREA: Q 1 + I ew \ �U \ V 1534 S.F. 36 -71/ I eptic� U ` f TOTAL VOLUME:LIJ x .16 "P I Tank '� Ex i .—''L / Drl=09 J 245 C.F. �O' �i f. / ) \.J DRAINAGE PROVIDED: J { t New 1 `� ' I i { \ LU DRAINAGE RING #1: 8' lira. x 6' Deep = 253.6 C.F. D uleN for t '! Line J 1 : All Drainage St.ructiiic: to have Traffic Bearing Slab Tops. rP#,{ A e ways, / � Remove i I t Z LU All New Leaders to Pi :d Underground to Drainage Structure. with I F'LUIVI � I t. .�{ Existing t ' LU QL 6" Dia. PVC Fiping P' g g AIA -LL PLUMBING W,4STE .�Po- j Septic Tank I J t11 I, �' o &&WATER LINES NEED T� STING�BE-FORF_CoVO~RIA (SID -Orincipal)t t + ) j i LOT 15 O ~; I ! ! t PLUMBER CERTIFICATION 0WE;�-�(�" - `i4f i I 'coq ST �, r SINGLE FAMILY LU \ xi ,,ng 5.o DWELLING W/ (� ON LEAD CONTENT �_f c ;�F G ae PUBLIC WATER Z \ CERTIFICATEOFOCCL!r':%. DRAWING TITLE: PROPERTY :.-),INER: '' A u ARNOLD 40 -!L.RALDINE BARTON SOLDER USED IN V,', SITE PLAN .: , rpo T/ /� ► 35f 000' _ SITUATE: CUTC H0GUE SUPPLYSYST.EMC,,`wF r. -,7 I i 'P-% < ' rS1D Princi 1) TOWN OF SOUTHOLD EXCEED 2/10 OF 1% LE%i1. 1 t ) 1 = `.:::: :: Q ; ) �� SUFFOLK ;OUNITY, NEW YORK IEx j. A.::... �f::.::::>. Dnv way SURVEY INFOR''i,-,TION: ! I • ` Tfa.......... ..... ... ..� I i u r: :: :':::.:. v PhECONIC SURVF'(ORS t ENGINEERS. P.C. N "'_ OR PO BOX 909, MAIN ROAD, SOUTHOLD, NY 11911 � Remove Existing ............ ;: : :;:; + ,� SURVEYED: NOVEMBER 2�, 1984 „` s` Deck, Constrict �`ca,;�;:;- J �, � 1 sr I „��,: P` / I New Bluestone `� r I j u7 LAST UPDA T E�1: SEPTEMBER II, 1986 -; M';!� F r.._, , SUNPORCXH v �, ° T' Patio/PorchW. t �� I �' " °E ° I " T' . JOB: ADDITIOI�I t Jj LOT NUMBERS REFER TO: �� ? y J Existrn tl i ----------- t c, MAP OF COUNTRY CLUB ESTATES" BARTON / Z g !� I i DR} ) t FILED OCT. 11, !"FIS AS MAP NO. 6136 RESIDENCE j a J Well � #t.1 , t 20 SCTMU I000-1091-03-2.019 APPROVED AS ��O F�, CLUB DRIVE CLUB COUNTRY LOT AREA: 4 ,568 S.F. o CUTCHOGLIE. NY ' t I DATEB.P. =n° i .- �, TOWN OF SOUTHOLD LOT I4 { i 10 ZONING: R-40 FEE:., U I?y_A l-'tom--- SCTM 1000-101-03-2.019 I I I i I YARDS: (PRINCIPAL) NOTIFY BUILDING Di +'; rr a' { + 30.0FRONT 60' 765-1802 8 AM TO 4 P. ' ,:? Tin 3C,000' 1 t { t 00 t: � SIDE (ONE): 15, FOLLOWING INSPECTICI`J: ARCHITECT: (SWimigt gPo I) SIDE (BOT - ): 35' 1. FOUNDATION-TWO P".,_ IF-'EDming Pool) REAR: b0, FOR POURED CONCREi E ELECTRICAL FREDERICK 22 HEIGHT 35`, (2 I/2 STORIES) 2 �IAPLE ROAD STRAPPING,. ROUGH-FRAMING, &CAULKING GREENLAWN, NY 11140 3. INSULATION NOTE: SFTACKS LABELED ON SITE PLAN 4. FINAL-CON STRUCTION&ELECTRICAL 52 NOYAC PATH ARE PER SUBDIVISION COVENANTS. (ALL MUST BE COMPLETE FOR C.O. WATER MILL, NY 119"11. ARE GREATER. THAN TOWN OF SOUTHOLD ALL CONSTRUCTION SHALL MEET THE REQUIRED SETBACKS) P7 CUIREMENTS OF THE CODES OF NEW TEL 1.31 194-5555 J i ! _- i _► / _ __ -�K STATE. NOT RESPONSIBLE FOR FAX 631 261-1084 o 8 EXISTING CONTOUR �.. -;wSIGN OR CONSTRUCTION ERRORS. Setback t 8 REVISED CONTOUR S AL: + — Town Rea 0 8 RETAIN STORM WATER RUNOFF thold t i NEW CONTOUR —, Sou t PURSUANT TO CHAPTER 236 01 OF THE TOWN CODE. ni NORTH SITE PLAN _ o --_ CTilCA L !, + ,c 201_0„ DRAWING IR�:U(NG SCHEDULE a*SPEC ION rc..,� X35 S " o ,mow mon. DESCRIPTION 5et 1 / Al -SITE PLAN 0 22.5` A2 FOUNDATION PLAN �+2 l��!r A3 IST FLOOR PLAN mon,' A4 2ND FLOOR PLAN REV.: �o�o .40 ! a �. ! 22 f AS ELEVATIONS DATE: APR 2% 2013 s� f ? A6 SECTIONS SCALE: = 20 S Y C; - 1• Q�IK �OU� �_ ' Al WALL SECTIONS/DETAILS 14O�TT i J05 NO: w201301 ' \/,6,C.AN A�� A8 CODE DETAILS i 21 Ik,,' .20 DRAWING NO. o" SI STRUCTURAL flat Floor): 2ND FLOOR FRAMING 52 STRUCTURAL (2nd Floor): ROOF FRAMING EI ELECTRICAL: IST Q E2 ELECTRICAL: 2ND OF A8 FREDERICK ROBERT 12, 37'-4" WEBER A ARCHITECT{ New 16"x8" B A Fdn, Vent a46 Line of Continous Tread, A6 Cantilever Haunched Slab / :• ', L ' . ; _-�-For Support--------------- ----------- -------------- -roNn(v ----- -------� p- ____-___ ___ ______________ - w $" P_ Cone. Found. Wall':� -i _ on 16"x8" Cont. P. Conc. Ftg. _it � - r---, N w 16"xl6"x36" r-- (3' Below Grade (Min.) :' \ 8'-5 I/8"Conc. Found[. Will I Ib.Cont. P. Conc. Ft P. Conc. Pier . .`� ` ' i6 or Collumn Support) ' d `l Grade (Min.) 1 f - f I , I L- J L_-_J L---J i `�O. 141_.d. i i 5 » I'-q" 12'-0" i'-q" i2'_O" 1'_q„ 10'-2" ` 8 i Ex - 0 1 -----_ 1 I New 9 I/2" TJi 230, lb" ec I t `i UNEXCAVATED I v Provide New 5 P. Conc. ij ,� , \ \ N I I 1 I I °° -' El Slab, Reinf. w/ 6'x6" 10/10 , / Existing \ `\ :• .1 „ ,r WWF. Dowel to Existing 12'-O" I' .�" � ,' ,� Irrigation \\ 1 New 1 IT-O" I -'4 / Panel \ 1 1 CRAWLS. A�E i i I 11 11 Exterior, Top w/ New 16"xI6"x36" ��� ,' Exist[ g We I `\ \ Backfill Ar a Under P. Conc. Pier , / Expan Bluestone Pavers, Typ. (For Slab Support) �/ ,� Tank ` ncn New 2" P. Scrap, tecpre -1 - Slab w/ Ex avated a / \ \ Conc. Slab[ Topsoi; I I Material fro Crawl -' Remove Existing Deck / / I .• 1 I �• - i Space $ Deck Structure i i D ----------- --------------------- ------- -------------- \ �A N # I I I \\ /, +mss \•C0 x i I __ I ! 1 P I I (=' ---------------------- til i --nr---_-___-_ �X_____-______-�o -� __J Ex � _� - �\ \✓ '/ �/h9 tC,+� •/ I I I I Thru-Bolt i �' L I I 2x10 Ledger -�°44 ill / I I O E lu , l ui , I I (w/ G:aly:•.)oist....i ¢„ I 111 I-i,_4„ I _�„ /> ^ / I I Han ers,..T. )......' Sub- !r Panel / \ 1 I Ex : 111 / < > ► 1 LO I I New q 1/2" T 1 230', ik" oc ; 1 111 Ex Ex Existing Transfer L, <` �� s, - \/ Existing 1 I i 2 O., I i !i! v Util. Sink Switch o F° °o Steel \ o New 14"x8" 1 I -- ;��E; 11 w/ Eject Pipe Column 1 _[ Fdn. Vent I I P : , �` e I I Access Panel _ i �I 1,1 1 Existing - / 1 i to Crawly ace \ ' .. i r. - - 111 ` Ex Ex ew 80 Gal. Ex �+ I 1 1 Line of P ; ji `� ,11 STORAGE Ex „ I 1 Powder Rom - -- -------- I ` I z'l per tor' I I ^'� o;_---------------4 27 i W ter eater 9 i \ 91- 1 Above 1 l I ! 11 111 - -r X Existing / 2+� ,� �' Aeeawag Wall one. / MECHANICAL O Conc. Cont. P. ) BASEMENT d i 3� R iJ] V Existing � 9 9P €I it �, New oiler Gravel Base w/ p d r �I� X Walla Ex x Fwst�n o ' b ,gyp`\ g Drain and 9 Ei! PVC `. N. i �- ,r. • /\ ` d, /�. •• \\ O, to44'�x�' Dep BChrmney Orywell (Typ.) U 6 E;; /` 1' ! '-10" 9'-8" a'-il" 9'-10" ase / `\ 0 \ indow \ - �, ,, o \ \ � I -�-t--r-- ! : I P _;'----r,,����-�__-___. /' �,. � Well \ \ "Saw-Cut" - - T eads� I ° 1 1 ,� , ` ` 2_ / \ r i!f EX EX r---, — Girder P 9 1 - , i %s.,.: 1 Ex Ex -, r---, / \ Window O n . \ / V I I Existing W! 1 I \ \ 1 _ - _ ' ' — — — — — — •1---•-----.—.—.�1—O—I—.--- I 1 I i I I )= isti g Stairs wI --J L_ \ \�/ ` \ / - �2• -1- 1 I I I o E ist[ q Ha dr ils ! L--`�'_-i _�-_ .-'�_ New L_- J L- \�� / `\ 1i �\ ,� DRAWING TITLE: Existing Steel ..................... . . k,. v Pipe Column g/ b \\ , y0 1 1 I I I M I 1 1 ads)w _ New Ex Ex u Ex o Existing \�/ Ex - 1 Mech. Flue �I/ �\ \\ �` 9 I FOUNDATION g .n r- ..- . ._ -. 1 Ex Ex � Ex \/\ /\ Block L-------- --- ---- I - .._ I � �' @ > \ \`\ Existing Fdn. I _ �-_ - 1 I O ' x P /`\vim,•\ Ex Vent,\`\ \ \Sohlloc L_ _J I I i C`+ n Existing I I 1 rn Ex Ref. rn / P i I I I P 8. 8-�f 1 ! lU E [sting Existing Sanitary Line / o \ \ f S ORAGE . .r ._ .E-'-` R --Ex JOB: r----------------- Ex �\ �` // C4 \\ O.. RESIDENCE ' . BARTON A I \ \ \ . \ 0. -- _- - L r J '� / \ \�� \ r W 111 \\ o ` 1850 COUNTRY 00 1 E `\ \ /> +`y \ `\ CLUB DRIVE jr----------------------------------- - 1 I ' --- \ \\ /� f. \\ \ C ,> �; CUTCHOGUE. NY I Existing i �---------------J l i `\ Ex \ Ex ! Water I I N \ ', P v \ `\ ` / TOWN OF SOUTHOLD -i 1 Service ____-_-- 1 `` ', \ P SCTMS 1000-109-03-2.OM _ I I � I 1 ARCHITECT: B 19'-S" 10'-O" 3'-D" \\ \ \`\ \`\ Wall Existing Found. 1 Exis ng \b \\ FREDERICK R. WEBER \ \ St 1 �. `\ `\ 41 EAST MAPLE ROAD o A \> \� �' `> P e Column 4 �> > GREENLAWN, NY 11140 O i A6 4D /i// \\v/� /��/ // WATERY C P T 1191E 1 / /g �� Ex \ +, /O 154-5555 `O, / ` y�` P \9�� + /'/ ,' FAX TEL 1 2GI--1084 X._/ 0o I L--------------------- _ � a. _--- -----' r.. L------------ -----_---_------- e: G/ move Exi [n \ / Sanit \ �. Line 13 56 5 'Azek Trim �„ O 15t over ACQ(I-) 2xl0 Grate NOTES: FOUNDATIONPLAN , 33. \` - ` �y v 3" Bluestone I- DOUBLE ALL FLOOR JOISTS AND FRA'IIT:- CINDER ,' 200 Amp _ Wall Cap PARALLEL PARTITIONS AND AROUND .ALL OFEININGS. \ / / Electrical Grade LJ ,� Ne �\ \\ / ,'� Service - Alum. 2- ALL FOOTINGS TO BE A M1NuMUM OF 3'-O" BELOW GRADE. ` / ,0 Egress M Ladder P. Cone. �0 Sanit \\ , b - Window L[, ? Areaway REV.: 3- CONCRETE TO BE 3000 PSI ATTER 28 DA=.Y3, Line \ �/ 4- ALL STEEL GIRDERS BEARINCI ON `'• `ONC. DATE: APR 29, x013 FOUNDATION WALL TO HAVE "x6"x's/ B,PL. i\ '- O - Drain to [ Drgwell SCALE: I/4' = I'-O' (UNLESS OTHERWISE NOTED) WINDOW: "FELLA" Gravel in 5- ALL COLUMNS TO HAVE 6"x10"x1/2" B.PL, JOB NO: n+Z01301 (UNLESS OTHERWISE NOTED) 6` MODEL: 2`1.41 Casement Bottom o ns 6- STEEL SHALL BE ASTM A-36 (EXCEPT o4 .10 (w/ "Side Pivot Hrdw."_ Bsmt Areaway PIPE COL WHICH SHALL C014a1=0R1 `�O APPENDIX J: EXISTING BUILDING AND STRUCTURES Clear Opng. 5.� sr) DRAWINGS NO. ASTM A53 ROUND PIPE). STEEL WORK SHALL SECTION AJ6 ALTERATIONS- LEVEL 2 RO: 2'-5 3/4" x 3'-5 3/'f" CONFORM TO THE LATEST AISIC SPEC. AJ601.3- EXCEPTIONS: 1. SPACE CREATED IN BASEMENTS MAY HAVE A CEILING THAT PROJECTS TO WITHIN 6'-8" OF THE FINISHED FLOOR; AND BEAMS, GIRDERS AND DUCTS IN SUCH SPACE AND OTHER OBSTRUCTIONS MAY PROJECT EC��2ESS WINDOW DETAIL TO WITHIN 6'-•4" OF THE FINISHED FLOOR. 1/411 OF AS FREDERICK ROBERT 49 -8 WEBER 4`7 4;_T ARCHITECT 10 _^_� _ \ 1 A6 DOWN (2) 1t�.15Er5 A6 /T `✓ r\ � \ to Grade y :.s�\ b , t` '� "' ! -Continuous Step A4 �t ' - -� '=-- ---- ------------------ Pitched/ ---------------- ------------- -- -------------- -------------- --------------- - --- V Ceiling/ ----_- ---------12 TRRkE ----�, --------- --12-T0 ---------�«---- -----�-¶ . \ 6r1 r- r r------- _ r rr- r--- r rr------ / , \ I iii/ -- 1 Um. Lea er Alum. -4\ Lear / 2)/2x9 �- / \ ; ; ` '/� __i ------- `" ----------•---------- - rP�pe-ta------------------- ----- ---- - �p 11 ZTgp.) / \ ` ` ' -------------- ❑ _Dryweil} -- -------------- -------------- r \\\ \ Bader .20. r I yP / -- ----I,-- i,.c1, � ---T d�et'sl € I \ New \v\ \ EQ -1 3/4 3 -1 3/4 EQ / \\ \ / -e I I , I 1 New �x6 Po t, Encase PORCH 0 \ D D �- 6- 1 \ / I I \ !n 10"x10" zek" Trim, screen ❑ / 1 F , Anchor Bolt 0 Base, 6 ` 4 i 1 Pitched I I t . I I 3 ,©Dors Strapto Heider (Tgp.) Remove Existing Deck Ceiling I •••� � � i � �\� t Deck Structure Q I I i/ � I �� Provide New +' P. Conic. of Gable 1 \ Flpt. Celli;Ig ; I v I , ' Slab w/ Bluestone Paversoof Above 111' AFF _ I ,\\\ `r-t4 T8 - ' 'f 6 i. 821-6" 7'-6 1/2" 9'=9" ' \ 1:2 \ FI \\ i r,� _ I Scree ;I /// 0c� \\ / q/A 0 Pritched I : Doo / ------ 1 D MI = I New `- _`; .__'t----i_ _ _ - = = ------------------ --==-=--- ---------- Ln c� r / !---- - -------- Lr a of I 1 FI I 1 _ 1 1 I r— c —� r-------_— ,/�9 ^-� I I I 1 11 1 1 1 1 I F 1h�P I \ / E sten n n SUN'PDIRI H� _------ I 1 \ / g -- `i' `� ---J 1 DW I S nk I : Remove Exls ing Skylight$, , Bwlt4in - /' \\ /c� // D I � H use i - ; I I 1 1 Reframe Cell ng/Roof Structure "Cornier" Flat Cer,rno ! , , / E I �8, ,a, -- -,---�� I I I 1 i i i i Cabinet \ / \ /����' 1 -nI op t-� i It 1 u r " r " 1 1 I I 1 I I \ / \ / ar__ ----;- ;Ii, 6„ 5,—On I r► -10 3 -6 2 -0 L--------- ----13-J0_J L--_---_ /� AL I 6 9 1 8 I I ill h 1 ,I.... ...... .... Existing / _9 (2) 0" Glass 1 1 ! Xrstl --------- -----Eats n ------------------- ... , LIVING'ROOM I 1 1 ao �g , g------ "Fre ch" Doors i i i 1 BR A�FAST \�..................� / , h'i py1 0'' I 1 ITC)-fEN i � \ ip_ :jII;, ='`{ I I 1 I I I \\\\ \\ // /9. I 1 i I I I 1 ----- -- 1 \ \ \ � / O / \� r17 I I III, Island w I �• I 1 'tr 1 I I'l `i \� ' 3'-6"x1'-10" O I I I i i 1 I 1; --I Ink 15,_Or, 4„ \ �`,' Enclose rth ' l elocaned I I I Cantdevere 13 e, %B-�Ilt-ln %+ i I i- --__�1- ew Mant N e- _ t* � �. _ -------------- I I I Gas \ '\ - ---- i = II .=:_�.�.>�11 � - _' ! I 3 -8 4"1,,. 3r dl, 4 10 -4 Conv. / / 9- i _ I -- -- ; i �., q 1 Wood _ `.� I I New Built-in Walls To i --- - -i�-------- ----- - -�' b- -i D.i i 1 ` / Y',`t i i (Cut Back Align i \\ Remove ll) Existing Exists gM _ I, - I r, I 1 3 onvall�---TI Double-Hung Window, �y; . an I k _ 1 I Ref. _ _ / 1 1'' 9 I 3 ; Poc et - , , WO �- Frame Opening So i Stairs Door _ 4' 01 I I 30,1 --- 48 ------- -- , , 1 , , I v and Re-Side to i t ------ L----- - I 1 1 Drop 1 , , , I \ Q Ex O ' elI r _ a ! _ -----i- _ _� ----- =� -- ----- ---- - - Cellig- 1-+ 1-�-I- + - ------- - - ---- ♦><,�s \ \\ /� \\ Match Existing D I 1 r� -� It } I I 1 V \ \ \ O'Q \ -2" I, 'F•. , 30 tV I Under , " \ \ \ r- ---- I \\ 1� n 1 , 28\ \ y, Recess d O I 3(11 Dn I c- - ! 11 , S;tar�s , Med. Ca Ex 1 1, €D _ I,i� j, r _ `' , , 1 -- - ----- ---- \ DRAWING TITLE: 1 i` sl : nSLir,S. hl'9 I ]tri 1 -- `Y _ i' \ \ ,b AC #1 I I .�: ... •� 51,- 11 I- __ \ , \ IST FLOOR v- ;�I� ; i - ---';;� :• ,� I I I R ocated 30' \ I li 11 8 Relocate \ / \ 3 1 31-411 ! �' +� _ !' / ., rl - 26 BATH Attic Pull- ✓ \ AC #2 ` i 32 I 1I _ / ocke \ 1 - - L ----------------- -- / n Stairs ,o � � \ Dow S a s knt-Loaded 111/ , -- _::- _ter Y - I ' 1 I Existing Up 14R� I / \ F °r�` 24"x5�f") I❑ v ` 1 ' i Existing t t 1 i I / \ p, , w/ Countertop ( �n_;,, ,r,r.,�,. 1se� ateP - I I � Space Open /, \ ,'L Th ess :.:..� :� I FOYER I -----Cabinet ;^ Dye 1 �,' f in. '- -k DINING ' �' pelf-<�!,.. .: 1 I ; 1 I to Above to I Existing ��i \ s / --$" I t ! A11 n W/ �- / / `\� \ Sh W 'U�/ �� bi N Garagf or an '� Areawa w/ d I int 1 9 —�''1 8' Celhng f \ o r Kew �,, \ y r I I / `\\ �O ,' i ' �� Bluestone Cap Remo-ve Ex!_,,ting ,aiilp 13 -10 Stair Wall s b 4r1 11'-4' LL LL I — `' / Widen \ New �, ` yp \ S; �; WIC 1 , , CIx � Aluminum .�, Grate lT ) e ! 4f• '1^Jlief�.712 I t 7� �/ Hall 6 Expand -- t 1 i / ,0 `. \ ,� �` /,' DRES8IiVG \ � � JOB: I I Opening 8" 2 11 1 36 I 28!' / ' - �,� . _ \ 1 : ifi. li�£$S: 12 \ P r ��^`♦`♦ `\ Qin - ` - ♦,' L�" 1 BARTON CQa s Coats tin EX Ex EX UES g 28 Remo?e \\\r a �0j� ♦!� C? ` \ /�/ RESIDENCE ____ Door ii M I 1 `\ �`? / BAT -Iu V �♦\�0d' \� ` ``� ___ ' J \ ------------------- / v T'4J �' v i \ % /' ` O :, COUNTRY1850 Existing ! \� ,. .�4 \ \ \ / , ,.�\ , , ,, \ -, CLUB DRIVE �r \ New \;Y�> \\ CIJTCHOGIIE, NY I 1 �'xist;ing ' r _ i = ------ ------- SCTM 1000-109-03 2019 -------------� '- -� -- EIx-------------•-___-___--- ------------- epi / --- `� d' WIC `� \\ it • ` ` TOWN OF SOIJTHOLD -1 GARIAG�- 1 ---- l ' , ,� ,/ Verif C.J. �\ d5\ 6'' �' �U \\♦ �� Remove Existing I t 5ho er. �v Over a e 9/ ". ` --------------, �., \ �, 0,, P \\ , . Walls (Patch \ 1 \ ,.' , Relocated 9- ,',' Floors t Ceiling \ / jr fLL Bearing Wall tiff 1 �' ARCHITECT: 38 011 FREDERICK R. WEBER `\`\ /'/' \ ` 41 EAST MAPLE ROAD A \ Valley __ `a Existing / /' GREENLAWN. NY Il'140 r- --------- I U r I 'q- A6 ----- 52 NOYAC PATH WATER MILL, NY 11916 A6 TEL 631 '154-5555 I EX FAX 631 261-1084 I 1 1 < ,/ I ,/ \ SEAL: I ---------------' qq 1 \ =00 Existing I / > Ex E x ,� 1 x / /`4iFIRST � � OR F L A IN / Exlsting / v a ! _ ! Ex /' a�� Shelves1/41t 4_1 Ex 33, / Ex / / SQUARE FOOTAGE: _ WINDOW SCHEDULE � DOOR SCHEDULE ' REv ,o Ist Floor (Existing)- Ist Floor (Addition): ' \\ 34� a` Area \ � 1st Floor (Total): 2908 sf Unit Model # 12.•0. Opng Egress Unit Model # Width t Height .. DATE: A 9, 2013 2nd Floor Addition: 1125 sf ® 2941 * T-5 3/4" xc 3'-11 3/4" yes "Pella", Sliding, 4-Panel SCALE: 1/4' - 1'-0" (Csmt) (2" Sash Girdle, 6/U LJ Door, 6'-10" Hgt., 11182, OXXO 9'-a 1/8" x 6'-10° JOB N0: 0201301 25'41 T-1 3/4" x 3'-5 3/4" � "Pella", In-Swing Patio . Porch (Addition): 410 sf © (Csmt) (2" Sash Gri le, 6/1) NO ` Door, 6'-10" Hgt., 30828 2 3/4 x 6'-10' d\o /O (b DRAWING NO. Garage (Existing): 509 s` 2941 (Csmt) T-5 3/4" xc 3'-5 3/4" � "Pella", In-Swing Patio 6'-10' w/ Side Pivot Yes Door, 6'-10" Hgt., 6082 D 3159 V-1 3/4" x 9'-II 3/4" Yes o (Dbl. Hung) Q " EQ�) E 25.41 * T-1 3/4" x 3'-5 3/4" No Verify Operation (Dbl. Hung) F 2959 T-5 3/4" X 4'-11 3/4" No 0 (Dbl. Hung) OF A6 JOA Model Numbers Refer to "Pella Architect Series, Low-E w/Argon Glass "Ganged Windows" to have Reinforced Joining Mullion 49'-8" FREDERICK ROBERT 12'-4„ 3,,_4„ WEBER ARCHITECT B A i A6 A6 1 A� ---- s'-5 1/8„ -' ---------------—---------------------- -------- ------------- =. 0 I cr New New v) Porch Roof / Sunporch ' Q Roof (i / ! -1 i 5'-8 1/2" 5'-8 1/2" I'-l!" 2'-2" iv C141'-ll" 5'-8 1/2" 5'-81/2" (R.0.) (8.0.) / ! ------------------------- ------ -------------------------------- ————- no r I i! © © \\ Existing �' (r�fnl \ Roo---------------- f L/�f II pl ------__lire------ t E ! a� ! I / Lin I 15"-�9i' / 4„ 5�_0� '-0„ �„ } 15,i 4„ t in 6 \\ ;0 16 A6 :i ! i 28 28 } I I - \ Ln � I t M \ o v i tt ATH i }; I I BATH v } CID _ > I n> Mi II ! R 2 CD1 [rD _ \ BR 1 ! to o, O III } I I _ VU I I III �/ \ I i 0 X 1 ` `\ O �a 191I i \ & Knee Wall s' 5 � I P�I ! t \ tK l D ! // I M -- ------__ ___-__- _--- - ---_- TJ -.�- t 28„ HanIgin Hahgeng 28" \ I o -- -CIg.-Break-�9' - Remove� I - --- I CL. ! \\ Ex sting ., , , a 1 ! a Q3 Walls b _ Ride _ ! I, - -- 1 --------RI------ ----------------- _ - - -- ------ , --r ---------------- - ---- -- — Dn Es ® Ln �s 1 ! ` 30" `r UPPER HALL 14R T - -- - - -- - ---------- - ---- DRAWING TITLE: Clg. Break s'9' - ' = FREDERICK ROBERT New Ix6 WEBER Rake Sd. w/ Ix2 Shingle Mouldinq Ex sting ("Azek') Brick ,ARCHITECT C..himneg New Reverse —New Reverse Gable Roof = ` -Fascia Bd__ 12 1 rel-7;0 10 i Existing Asphalt Roof I w l><4 `� • I 1.J I I I ,)./ ! . I I I ILE111 Existing Ix6 104 Fascia Bd. of fit Existing 1XIO -- _ _ _ / - ---- ---- -- Freize SIF --------- ---- _- ---- --- ----- ------------- - ----------------- -------------- -------------------=--------------TI----------------------------------- _ �----- ------------- ------- --- i____—_ Existi g 11 I I I I I ! d i-Pqi ting Vertical I I NeBi-Part g I I { O O { I I \ t x i ' ' ' ' nel Sidinc nel Ex � �--------� L_._.._J I I Id Ji Da ) Slid rg Door I New IOAO I i i I I I I I I Porch Columns I I ,' F•�L..� " " i i i r i i i ( Azek ) I I --------- --------------�----- — -------- --------------------------- ---------- ---------------------------------------------------------------------- ------- -- I_ F I I rl- I I ! 1 - '--- ' -- —� T I ! I I --------L-----------L---------------II !-- ----------------j___j-------------------! I SOUTH ELEVATION I .. r'- 1/4" N _ 1'-0" J DRAWING TITLE: LEVATION5 it . - I Lid t, - -- - - r - - - -_— I I -I -- - - I -- ! _..... . ... .._.. ...---.__�-.. : ''- t •I; I I ! II _ I i I JOB: J. •-� �!' it I:I; I tCfo R.St G¢Cdt { 1 1!'� ' f ' I �R{.I I r I •II I I ,1 , Fad I I` I i x' ,,. I I 1J ; h�. I k:.0 I I �+u. :i I I {�..; I______ I ! ��.�3I I• ��� .� ':� � .i' BARYON RE5IDENCE •I !, �; }`� ,,; � ��I�; �i � I� I I i � I s I ! � �If.. ,��;�, '� 1 ..T.I. ! „----�-- ;.�...�_I _�r i� �N 1850 COUNTRY L,N� CLUB DRIVE I —fi I r I CUTCHOGUE. NY _�7 I '� I TOWN OF SOUTHOLD II SCT?% 1000-109-03-2.014 4- --- LST_-I��--- -- - -- ARCHITECT: -------- ------ Neill Reveacee. FREDERICK R. WEBER 12 41 EAST MAPLE ROAD of ;ront Door GREENLAWN. NY 11140 IS 52 NOYAC PATH ------ ---- - ---- -, --------------------------------------------i i WATER MILL, NY 11914 � II ! TEL 431 154-5555 ' I i FAX 431 241-1084 { Existing ! =� \ I Garage II w I ,n I Roof I ! 9EAL:.y r� 0�*vF` i �\ �n I� 11 8, F. 1 11rf-------- -------------------------- --------------------------------------- -------------------------------------- -- --- ---I I cr- I \ w I Existing I { itILL rtmal Vertical Siding 'I _ I it II •'�•\•. .\ I � 1 I Overrhead ! REV.: Doors Ex I . DATE: APR 29. 2013 --- = _MIJ ill j=_ = 1j1jj -_____� SCALE: I ! I ! ! ! ! ----------------- --� JOB ND: W201301 32'-0" I I I DRAWING NO. STAIR ELEVATION I_- II -- --------I --- � I I I ! J L J L J Q -------- r I r T—I--------------------� i EAST ELEVATION ! ! I ! IL________________—__1 ______________ I , rL L -------------------T'---------------� r I/�,� = i,_O„ OF A8 FREDERICK ROBERT WEBER New (2) II 1/8" LVL Ridge Strap Over New 2x10 Ridge ,ARCHITECT R.R., 14" oc 12 New 2x10 R.R., 16" oc 10 12 Existing 2x12 Ridge 12 - - Existing Asphalt Roof Shingles 8" FLNew 2x8 10C.J., 16 oc 1O Existing 2xI0 R.R. (R30C) 16 °G SunPorch - New 2x4 Rafter to `��.Roof Be and Floor Joist Ties. I ' Existing �� BR 2 i BATH2 l6" OG -1 i New 3/4" ---L 5 1/2" F.G P1y wood Batts (R21) Su "Hurricane Clips' All Rafters V 14 Existing 2x10 F.J. 2 10 r 14,16' oc New (2) II 1/8 F.J., oc12 _4LVL Hdr. t , Joists Cut for Existing n Existing 2x4 Remove ° ; Skylights and F— I Existing - Existing Stud Wall — Etings Under Bearing Pts. LiV NG ROOM - ' g Wall ¢ ¢ `r a' GARAGE Copper TermitetSUNPORCH e i KITCHEN Shield, l11d, S Seal 00 ¢ ° W ¢ r i Existing P. 5/8"(P x16" New 3/4" o Conc. Slab A.B. w/2"x2" Plywood Subfloor ` — �� _ _______ Sqq Washers, a- --------------- --- - - --------- -------- 32 cc \ N !�• I Joist, 1162, oc �- New (H 9 r FJ., 16, ocl0 New 8" P. Conc. LVL Header cr = Found. Wall on p ' 16"x8" Cont. i CRAWLSPACE P. Conc. Ftg. JNEXCAVATED i New 2" P. Conc. 611Ib BASEMENT P-1 00 o BASEMENT •i• Q� Existing P. Conc. co IFound. Wall Existing P. Conc. Slab SECTION (DD SECTION rE E r r L-----J 1/4" = 1'-0" 1/4" = I'_O" DRAWING TiTLE: S E C T 10 N SECTIONS Strap Over . Ridge =xrstin a Strap Over Existing New (2) II 1/8" New (2) 11 1/8" 2x12 �idge� r Ridge 12 2x12 Ridge LVL Ridge 7 T LVL Valley Existing 2x10 Existing 2xlO R.R.o 16, oc �� 10 R.R.. 16" oc i �z New '2x10 ; i at N w 10 R.R., 16" oc � �Po�st: to R ' JOB: 10 ,� "Hurricane Clips" i Rad9e°ai "Hurricane Clips" All Rafters , r �� BARTON All Rafters - --=-------- -- -- ® Existing - -------------- ---- -- - RESIDENCE New 2'.x8 Dormer , r aaa� New 2x8 I I Rem ve/ ` �� C_J., 116" oc 6 ' ; Rem ve/ °� C.J., 16 oc i t 1850 COUNTRY t I CLUB DRIVE Rais Tie g9' i Raise Ties ���� 8" F.G. Batts I I CUTCHOGUE, NY `lvw New New �� 8" F.C::. Batts �fR30G) °° ' r `fd \4R30C) II P R HALL CL BATH 1 �' ,'`; ; Remove �— ❑ Existing �a, I I TOWN OF SOUTHOLD r r • I t SCTMS 1000-104-03-2.014 4" _ „ �„ 3'_ , 4.' \81-6" � 3�, 6" y r -9 4 r" ' r 3 " 4" 4 R.R. _ a I I _ gay _- r -4f 13 New i New °� ——a I New 2x8 5 I/�� F®G� R R.. 16� oc 12 o i i BRI 5 1/2" P.G? .a I I R.R., 16" oc 12 ARCHITECT: ®® 3 1/2 i i „ Batts (R�t� 111 11 3 1/2 Batts 21> r mz New New 3/4" ` PI wood Subfloor i 111 "Hurricane Clips" FREDERICK R. WEBER Plywood Subfloor i y __ __-__ All Rafters 41 EAST MAPLE ROAD --- r - G LAWN. MY 11140 Existing 2x10 New 2x8 I , , — Existinq 2x10 New 2x8 -- !3> q V2 I � � (3) g I/2 52 NOYAC PATH oc R.R., 16 oc LVL Hdr, I i r R.R., 16 oc i I LVL Hdr. WATER MILL, NY 1141L Sister Joists "Sister" Joists I I Stra Post I ' Cut for Existing New (2) 11 1/8" I I Cut for Existin I I I ExistingExisting yy i I Strap Post FAX 631 261-1084 Skylights and g New I I to Header I FO ER ° I ' BREAKFAST Undergh8ear ng Pts. LVL Hdr�ew i i to Header TEL 631 '154-5555 Existing Existing Under Bearing Pts. -i I I IDINING ROt �i crrx KITCHEN PORCH I I I , ao PORCH I I SEAL: I -------------------------- 1'-4" New Bluestone I ; i New Bluestone Patio on 4 Reinf. I I I ' „ ; " CC's Exi tingg 3/4" , Exi ting 3/4" P. Conc. Slab einf. 4 ° Ply ood Subf or P. Conc. Slab 1 6 1 1 t =__ , , ; ; IL Ply i i P. _ - '';,g --------------------------.--------- • I , -------- ------ ; ------ ------------ ; ' � iv Existing 2x10 == Com acted Pill 1 Existing 2x10 = = Compacted Fill __ I I r 9, Flashing to N F.J., 14" oc F.J., 16 oc .e I I _ Se crate New 8 Cbnc. New 8 I. C¢nc. °�' 6- — p Pin to I" I , _ Pin to , I I Wood Framing Found. W iI on g g Found; W II on From P.Conc. g 16"x8" Cgnt. Existing Existin '� � I � I I Existing Existin 1 WF Girde Existrn Found. Wall 16 x8' Ccpnt. g Slab Ede P. Conc.l Ft 9 P. Conc.I Ftg t, ,;, I I WF Girder Exrstrn g Found. Wall rg iI. BASEMENT 3` Below'� e I I _ BASEMENT 3 Below�Er�atie CDi T- Existing P. Conc. Existin P. Conc. Existing_ Found. Wall on I I g Found.gWall on Existing P. Conc. SteelnPi e steel ie Footing I t Column Existing I 1 Column Existing Existing P. Conc. REV.: P. Conc. Slab I I � P. Conc. Slab Footing `r I —— DATE: APR 29. 2013 SCALE: 1/4" = 1'-0" r r L-----J J JOB NO: w201301 � � � TiO � �q� DRAWING NO. T ION - I/4' - 14-01 O OF A8 I N I S H S C H E D U L FREDERICK SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS ROBERT _ _ WEBER i OL fk d i ' i iIicnv a, M q� �pg� z cn O W W W W [A i y Q £ d ARCHITECT EC ll v7 U) to _ c� cis I ! m ,� NOTE: o pL o O I I � 1 v v7 0 o p Q r Z s* ** � , l am I 1 I " ' W fL z U w RAISED CEILING o W u- m m fA OC 1 3 _1 I - _ U W �; -r z U IN B R3 .� LK � � � I z z ` W � I I `r' � � W � o W r- W w m I- ~ d d � i � ii I ? r r- i U_ D U la �- � w W 4 O D rn i D ! ¢ 1 - , an /{� Y1 L� O r Z W LKS ne 1Y J O I 4 L w W w Z w r X G W !Y IY AL tVi y ! U z o o z ED �j D � w m < z q (J (J I W :i I , I . _ .. 1 z U .•• ' Z 12 PROVIDE "SIMPSON" ROOF: r w z W I E- > ? : cQ c7 W u`- 3 V2 GALVANIZED "H2" _ F O z r z �; >` ! ; �, , r z ASPHALT SHINGLES (Match Existing) R z z Z U m `r U z U U U v I i ! x I p r= u) a U) it1 x x F- 4 HURRICANE CLIPS 30# FELT FOYER (Coats) e ® ® e' j e 8'-O" BRAFTERS Batten Paneling (5' Hgt.) ON ALL ROOF 5/8" PLYWOOD SHEATHING � � (36" WIDE STRIP OF "ICE t WATER LIVING ROOM e x10 R.R_, I I e Varies Wood Ceding (Paint) - - - - SHIELD" s' ROOF PERIMETER) e 1 � 2 BREAKFAST ® e 116 91e 8'-O" Ib" O.C. 2x6 BLOCKING/ INSULATION KITCHEN ® e e i , e 8`-0" 2x$C J STOP BETWEEN RAFTERS O DINING ROOM e 8'-011 l6' O.C. NOTE: ALL PLYWOOD TO LAP OI i ® WALL PLATES 8'-011 N CONTINUOUS SHEETS PANTRY ® e e r LL LAUNDRY e ® e 8'-0" Ix2 SHINGLE MOULDING (ON RAKES) ~� 66 6 1x6 Shiplap (Horn.) ------------ POWDER e e e 1%\—TOP OF 2ND FL. HALL e 1e ! ' ; I ® 8'-0" 8" F.G. BATTS (R30C) ALUMINUM GUTTER WALL PL. 8'-011 Wlainscoting (T-6" Hgt.) (2) 2x6 TOP WALL PL -- 1x6 FASCIA BD. BATH (Guest) I _ ® 8'-OI, STUDY (UNLESS OTHERWISE NOTED) ----- 2x4, 16" O.C. on MBR e ® I ' I 8'-0" TOP OF ROUGH OPNG. � Ix6 TtG, "BEAD t DRESSING FOR "PELLA" WINDOWS CENTERBEAD", "AZEK" ABOVE SUBFLOOR SOFFIT W/ 1/2" SCREENED WIC (Her) 10 I I - I e 81-0" VENT STRIP (� n WIC (His) e e I _ 8 -011 Ix6 FREIZE BD. (LAP SIDING) �rr� I- E S'-O" Wainscoting (4'-4" Hgt.) LEAVING 3 1/2" EXPOSED) M BATH e ee ' ® ix(. I w _ 3 s F g1-q" Wood Ceding CASEMENT WINDOW CEDAR SIDING SUNPORCH ® ® _! _ (WITH "SASH" RAIL) PORCH ® ® j ' I I Wlood Ceiling L.C. COPPER ! i HEAD FLASHING WINDOW SIZE O STAIR (Main) e e e I s r I j ! e Varies Batten Paneling - p (VARIES) STAIR (Side) ® ( 1 - -- �- a Vanes T bo 81-0f1 Batten Paneling (3'-3" Hgt. NEW FASCIA BOARD/FREIZE HEIGHTS UPPER HALL (Linen) e e ® — ! I l ! BR 3 L.C. COPPEF WALLS: TO ALIGN W/ EXISTING FASCIA/FREIZE I I i I I i ® Varies Pitched Ceding FLA HIND VERTICAL CEDAR SIDING FOR VARIATIONS IN WALL THICKNESS �1 BEDROOM I (CI) e ® -; ; I _____ HEIGHTS (VARY OVERHANG TO ACCOUNT Q -- - - 1 ,_ _ (MATCH EXISTING) BATH I e e ! ___ a 81-D" W)ainscotrng (4 6 Hgt.) u, - - - --I--I-- - I 304 FELT ROOF: AND ROOF PITCH) BEDROOM 2 (CI) Varies Pitched Ceiling ASPHALT SHINGLES (Match Existing) MaoO - - O BATH 2 e ® i I - �T l �' s 81-011 Wlainscotrng (4'-6" Hgt.) EXISTING t NEW 30# FELT NEW ROOF PITCH TO MATCH s ' 5/8" PLYWOOD SHEATHING J i i- - -- r --; - i 2x10 F.J./9 1/2" LVL EXISTING ROOF PITCH I 4 a l { ; I I Varies VPitched Ceiling 16" 0C_ 12 IL BEDROOM 3 (CI) Q BATH 3 e ® _ l 1� a 8'-O" Wlainscotrng (5'-0" Hgt.) 12 3/4" PLYWD. DROP RAFTER 2" t�V STORAGE e e + I 1 e Varies SUBFLOOR PAST HEADER TO 10 I -I r (NAIL GLUE) 5/8 PLYWO D SHEATHING 2x8 R.R., REDUCE OVHG. t I 1 r " 16x1 OC'R 8" (± DRAWING TITLE: i _�,, _ I 16 O.C. ALIGN FASCIA BDS. i 2x6 TUDS, I O.C./ TOP OF 2ND FL. 6" F. . BATS (821) �+ SUBFLOOR (COVER W/ CROWN) SCHEDULE ALUMINUM GUTTER 2xIO F.J., Ix6 FASCIA DETAILS 1/2" DIA. GALV. TOP OF IST FL. 2x8 C.J. BOARD BOLTS, 16" O.C. WALL PL. 16 O.C. C4,1. CROWN 5 1/2" F.G. BATTS A Not] DING (Soundproofing) CROWN (3) 91/20 HURRICANE CLIPS, 1x8 FRIEZE BD. MOULDING ON LVL Hdr. ALL RAFTRES 71 - - f2) 2x4 TOP WALL PL. 5/4x CASING (TYP.) JOB: BACK (2) 9 1/2" LVL HDR. (TYP.' ----- GALV. BAND (UNLESS OTHERWISE NOTED) /l HURRICANE I I Ixlo FR IZEBARTON OP OF ROUGH OPNG. RAFTERS I ( BOARD RESIDENCE FOP, PELLA -SLIDING i DOORS t WINDOWS = i I 00 1850 COUNTRY m C-10" ABOVE SUBFLOOR i STRAP HEADER CLUB DRIVE IN, _ y--_.- bD TO POST I I CUTCHOGUE, NY m iy TOWN Of SOUTHOLD m SCT118 1000-109-03-IOM bo 00 6x6 TREATED POST, ENCASE IN IOAO SQUARE WINC OW SIZEAZEK TRIM, STRAP TOP AND I I ARCHITECT: (VA IES) ANCHOR BOLT BOTTOM (TYP.) � car I I II '' II �-, r l r HAL 5 1/2" �3P/�4" 2 3/ 2 3/4 W �` �/ O . 'l _ -_ _ 1 1 o I I o FREDERICK MAPLE ROAD WINDOW � E L �, �`-I—I :� �� t,� I I � GREENLAWN. NY 11?140 I—}I= UD BEAN — TYP . I 52 NOYAC PATH CROWN - ,1 I I WATER MILL. NY 119'16 Half Full Size Half Full Size 1 -O PORCH I I IST FLOOR 1ST FLOOR GYP. BD. I I TEL 631 754-5555 FAX 631 2LI-1064 \ 3 EXIS TING VERTICAL SIDING EXISTING I I _ `y1 1 SUBFLOOR EXISTING 30# FELT $: 1 .A4 C. EXISTING SHEATHING r� � / I EXI TING 2x4 STUDS, 16" O.C./ 00 J ISS,NoCxiO „ „ � ( ' COVE .,C14 LO1 3 I/ F.G. BATTS I I 5/8 xl6 Note: Top of Subfloor TOP OF IST FL. ANCHOR TOP OF IST FL. 3/ Where Window Shcs ----— NEW BLUESTONEBOLT SUBFLOOR Occur Directiy - m BACK-' {/8". !r"'" Datum: D'-O" SUB LOOK TERRACE Above Countertops, BAND i _ Eliminate Casing and - i '' I!4„ Ix8 SHIPLAP (� I I ( ! . ss - Extend Backs lash to 3 I f2 `r NEW STEPS 5/8"x16" A.B., 32" OC ` P. TO GRADE 2x J • W/ 2x2 SQUARE Y " Underside of �dl J�` N' (BLUESTONE) ib C WASHERS (TYP.) ty r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — WINDOW 5/ " WINDOW / DOOR 1 I COPPER Z�= TERMITE II I NEW REINFORCED 2x6 TREATED o II o SHIELD/SILL SEAL SILL CASING — CHAIN' RAIL 1 � u L � P. coNC. SLAB 1 Imo ` _ _ _ _ SILL PI. _ II W/ HAUNCH I Ilt Half Full Size Half Full Size SLAB EDGES II (2) 45 BARS. REV.: PIN SLAB TO #5 REARS I IJ TOP t BOT., Half Full Size ° 811 FOUNDATION WALL " GYP. BD_ GYP. BD. FILL #�{ REBAR 18„ �A�L PORCHES I VERT,RS 32 OC DATE: APR 29. 2013 . I 32 OC SCALE t TERRACE I ; 3/4 - IO iv I I I ou PIER CELLAR JOB NO: w2013OI i P. CONC. 00 C 1\ i P. CONC. bo '�' �" EXISTING 8" CONC. BL. FOOTING I ]—STORY DRAWING NO. COVE `-COVEBASEMENT FOUNDATION WALL (3' BELOW cv I ON IVx 8" CONT. P. CONC. GRADE, MIN.) I WALL SECTION I m 1/2" 1/8" 1/8" I� 2" i i 1/2" WAINSCOTING FOOTING (TYP.) °, ° 1 I { BATTEN (GLUE TO PLYWOOD) r EXISTING CONC. SLAB SHOE L_ r , I 11 WIDTH AS REQUIRED { 2—STORY STONE PORCH i/'� , I I � . ' { ' PLYWOOD 3/8" PLYWOOD - - - - - - °' ° - - - - - - - - - - - - - - I ; I - WALL SECTION 3/411 = 11-011 CASING Ly ,► .4 BASE MULTIPLE UNITS CHAIN RAIL 2 CHAIIR RAIL 2) 3/4 ► -o 8 BASE _. 01= A8 Half Full Size Half Full Size Half Full Size Half Full Size Halff Full Size SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS FREDEROCK 2 x 6 TIE 9 EACH RAFTER ROBERT Joint Description Nail Sizes Nail Spacing WEBER ,—I(-'E :SHIELD UNDERLAYMENT / REQ SIRED - 21" FROM EDGE ROOF FRAMING HURRICANE CLIP Rafter to Top Plate(roe-nailed) 3-8d ppeerJ�r ARCHITECTTYPICAL. Ceiling Joist to Top Plate(Toe-nalled) 3-16d each lap / Ceiling Joist to Parallel Rafter(Face-nailed)i/ 4-16d each lap Calling Joist Laps over Partillons(Facx-nailed) / —ALT O=RNATE POSITION OF � HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2-8d pertte HU Blacking to Rafter(Toe-nailed) 2-8d each and f SIMPSON JON Ha Rim Board to Rafter(End-nai[ed) 2-16d each end WALL FRAMING Top Plata to Top Plate(Face-nailed) 2-16d ' per foot Top Plates at Intersections(Face-nailed) 4-16d joints-each side o.c SIMPSON H2 HURRICANE _ He derttD too Header(Face-nailed) 2 16d 24" ng�s MST3l METAL STRAP 16d 16"O.C.aIO CLIP NAILED. FROM- �� r--PROVIDE 8c COMMON � ALL JACK POSTS RAFTER TO STUD. Q / 4 - 8d NAILS I N A 1 1 5 w 4 O.C.O•C. A T Top or Bottom Plata to Stud(End-nailed) TYPICAL ALL RAFTERS �/ E""TERIOR EDGE OF ALL EACH END - TYP> 2-16d per 2x4 stud 2-16d per 2x6 stud 5 - 8d NAILS EACH END SHEATHING. 2-16d per 2x8 stud SHEATHING TO LAP TOP LJ WALL PLATES Bottom Plata to Floor Jolst,Bandjolst,Endjoist or Blocking(Fac"abed) 2-16d APA RATED PLYWOOD TO ''Z per hoot EXTEND TO TOP OF TOP T- 4 - 8d NAILS PLATE. TYPICAL FLOOR FRAMING MST2' METAL STRAP = = Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist 9 JACK POST = - Bridging to Joist(Toe-nailed) 2-8d each end MST:21 9 STUDS = = Blocdng to Joist(Toe-nailed) 2-8d each end nc) W/ 4 - 8d NAILS 948" O.C. _ - -- SIMPSON MST21 Bloddng to SIR or Top Plate(Toe-nailed) 3-16d each block o EACH END - TYP. = = 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam(Face-nailed) 3-16d each joist METAL STRAP 932" OC. Joist on Ledge to Beam(roe-nailed) 3-8d per joist FLOOR JOIST = = _ MAXIMUM. Band Joist to Joist(End-nailed) 3-16d 1 per joist _= Band Joist to Sill or Top Plate(Tope-nailed) 2-16d per foot DOUBLE TOP---' '—P1-.Y 0D SHEATHING = PLATE 0'/ER y A ' BOX HEADER Structural Panels 8d 4"o.c.perimeterzone ?e SIMPSON MTSA IS-Z W/ 2 x 6 916" O.C. BEAM - TOP + BOTTOM. _ = other6"o.C.edgesof STUDS = (6) 8d NAILS TDP t panel, 12"O.C.interior BOTTOM ® 32" O.C. of panel 4 Diagonal Board Sheathing 1"x6"or1"x8" 2-8d per support 1"x 10"or wider 3-8d per support CEILING SHEATHING I l� Gypsum Wallboard 5d T'edge/10"field Q _SIMPSON MT5A 18-Z W/ _ % _ _ = WALL SHEATHING 00 8d NAILS TOP t _ /�� _ _ 8d see table 3.9) BOTTOM 32.1 O.C. - _ _ Structural Panels ( SIMPSON LTP4-Z W/ Fiberboard Panels -_-_ SIMPSON '.-TP4-Z W1 _ _ _ = 7/16" 6d Tedge IWfield -(6) 8d NAILS TOP t _ - _ (6) 8d NAILS TOP t 25/32 8d 3 � " " t 6"field - - BOTTOM 61 32" O.0BOTTOM 9 32" O.C.= FLOOR JOIST _ _ ----�� r =__-__ =_-_= NAIL LH"4T1;!NG TO SILL PLATE =-' TOP OF FOUNDATION DRAWING TITLE. Sd NAILS `� 4`' O.C. --- _-- Wallboard 5d 7"ed /i0"field Gypsum Wal 9e i -�— : 8d s ae table 3.9)9 (- �EATz- ,s � !V LAP SILL PLATE) (we table 3 9 5 REBParticleboard ebcard Panels CODE ET41LS8dAd2 , - - D Boats Sheathing ng(2 2 xbS'L� PLATES COP PER TER M IT E SHIELD - ` 8dACQ rR� �n support x6nor1nx8SiLL SEAL _ ...... . ...- ...'. - - -- - i - - - - - - 1 x1 0"or wide r 3 .8d Per support EE FOUNDATION DWG, S 5 ! V ]6" ".B 832" OC. FLOGRSHEAHING ft Ib S w/ 2l FOR DESI N/ EINFoR ING (HOT DIPPED G, iV OR - STAINLESS STEEL) - - Structural Panels ISOLATE WASHER FROM 1"or less 8d Cr edge/12"field SECTION SILL PL W/ FELT STRIP ELEVATION greater.than 1" 40d W edge/6"field JOB: Diagonal Board Sheathing 1x6Or1" 2-8per support RA1 T O 1"x1o"orier 3- d - I - - per RESIQE NC�L I EAR CONNECT1011\4CwR` 1T1C%1I Prt 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.N wall sheathing Is nailed CLUB COUNTRY +______---�'------------------------- ------------ - CtJTCHOGtJE. NY 3"on-center at the panel edge to obtain higher shear capacWies,nailing requirements for structural members shall be doubled,or alternate connectors,tors,such as shear plates,shall be used to maintain the load path. 2When watt sheathing is continuous over connected members,the tabulates number of nails shall be permitted to TOWN OF SOIJTHOLD NEW 5U PORCH NEW PORCH be reduced to 1-16d nail pefOort. HIP RO F � SHED ROOF SCTMB 1000-109-03-2.019 ARCHITECT: --------------------------------------- ------------ - NEW REVERSE ! • ''� 1 � ,4BLE ROOF I `., EXISTING F FREDERICK R. WEBER P OVIDE 8d COMMON NAILS 4 C• TO REMAIN ALL HIGH PRESSURE ZONES ` ^` '� G EAST MAPLE ROAD ' � GREEI�LAWN, NY 11140 TH 1 ROV[DE•8d E0�1MOfi� NAILS 6" C. I R' PD T NS OF RO � DESIGN CRITERIA: WATER MILL, MY 119'[6 I TYPICAL•. • • • • • • • • . . l TEL i31 'TS F-5555 . . . . . . . . . . . . . . . . > . • • • • • • - • i PAX 631 261-1084 --- - - J T I GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE 1 1/4" x 20 GA. GALV. STRAP I I/4" x 20 GA. GALV. STRAP FIRST LEVEL - . . FROST LINE DEPTH - 36" w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY EXTEND RIDGE I f _�___ EACH END 910 O.C. EACH END 916" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL; WIND SPEED - 120 MPH , NEW REVERSE 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ''' ICE SHIELD UNDERLAYMENT REQUIRED - YES GABLE ROOF I I � w/ 5-8d COMMON NAILS TO w/ 5-8d COMMON NAILS IN ��- f,�� I FDN. 916" O.C. EACH END 6116" O.C. �,�o ���'� • • • DESIGN CRITERIA: y an EXIS G ROOF i • DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME r' TO RE IN • • CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. ate•. EXISTING ROOF TO RE AIN , PROVIDE 8d COMMON NAILS 61 4" O-C• 2'-O" MAX. a ' I �.,. •; • WINDOWS - GLAZED OPENING AT ALL HIGH PRESSURE ZONES REV.: f p` 2'-0" MAX. I .� • Z013 ..••^ �� DATE: APR 29. NOTE: HIGH PRESSURE ZONES ARE ALL AREAS 2 - 8d COMMON 4'-0" FROM ANY RIDGE, HIP OR GABLE END ' ��'�� w° NAILS TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WINO-BORNE SCALE: -�" DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM I ` PLATE E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w201301�:-•••t- •,.�� RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS o OF 7/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 14" OC DRAWING NO. ROOF F � AN- GARAGE FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' von :.., y DOORS TO BE RATED FOR 120 MPH WIND LOAD. Q O • O COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR OF AtO FREDERICK ROBERT WEBER ARCHITECT B A (2) 9 1/2' LVL Hdr, A6 A6 ------------- --x \ - -------------- --------------- -- --- \ 1 - -------------------------------------- Pitched/ -------------- --- -------- ---- ---------- ------------ Ceilings � , \ , \ : / 4T 2A trio }- -- f;\ �; `.\ �\ _ __ __ __ _____ \� /( --------------- -- - -------o---- New (3) 9 1/2 LVL Hdr. --�-`T-� ❑ yP' �' r ' I New (3) q I/2" LVL_Hdr.---- ------_---..._.......�. _�= I 13) 2X6 ,' .,�.1 \ / �� I .—_—__. __—_--__—_----_—_--_—_—_—_- —----"------•-------------- =I1 '»I;,cs�e/ •I � \ -- -------------- V - --, I Celli, 1 a O VO Q VO . ,` � \ ✓T\\ 1 , I . 1 _ New 6x6 Post, Encase ./ \ \ Existrn Hdr. / \ New 2x10 .R., 16 a \ � i�1ew 2x10 ♦. ., 16 �c , ! in 10 AO Azek Trim, : _ - - /` �\ ❑ g \ � Anchor Bolt 5 Base. I Pitched I I ,,,. ; 1 ! 1 < Strap to Header (Typ.) Remove Existing Deck 6-1 I Ceiling /.. New 2x61 G.T.. i. oc- I I r {j[ t Deck Structure / \ / Ijl ' ; U '' \ / /ski , \. � Q• Provide New 'I P. Conic. t'I II Ceiling / ! X ao Slab w/ Bluestone Pavers o0 Valley v a+ Valley n� // �} / ::� \ Q/ 1 'New. `x1,0 R.R., I6"_/oc New 2x10 R. 16'` .ac I Bearing z Bearing z nc) - -4 - - I --� �— Piltche - ' .� I Point Point New (2) li �/8" LVL Hdr. /' �� \�------ I i I / i xis ' g dr__ (Above} E ting_Hdr.-------IAbove) _` ---------------------- --- 0 t t3) -.-----l�--�-t;:.• Z---- - - -I _ -IIIII-I -I-------- _- ,- r-� 1 Li � H! V♦ I - .. I I il \\ � � 1 ��w1s /�� �t9 _ ----i i--- _ ---� ._.—._.:i. 11.1—- +� / 0_ s� ---- i ll \ \\\ A\ Il x ! I '� I II I I ! Ili I ! I I I I Inl / / B I flat Ceiling s _f l iii i I I In !I i I �� I I I nH \ +6' / \ `'�/ - , i I 111 I ! I I I II11 \ / \ / 8 >\ F----- HI I I I Overla / � I ' ' --�"I Ili I I I I I !li I I I I I Iln \ y \ / I O A6A I I r-___.r_ �___ i_________� i_________� i�/ I , I'll __i III I I I ROO ` ....... .................... 9 ---- ---- -------------------------- 1.0 --------------------------1FJ•, 15lNew 20 o I \ ..................... / I III l0 I New 2x10 R.R., 16" c�c I ! i ;; 111 I ' I I I iii Remove Existing Skylights L I I I _.lOpenings t { I II H I I II I '� I I I I I �+.,... P 9 I .1 � Re-Frame O enin s w/ 9 I 1 �/ III { I I-- - --I T__� 1 III n " 9_1/2° LVL w/ (2) 'I/;2"x9"ISt Flitcnl ' (Fsh) IH Sintered LVL F.J. I ------- - -- 7a IH i i d - iii Alongside Existing F.J. _ ilii \\` ,'\ �r._�.� ; I {nl v HI Li— lu i1 ly IIHI \ / \ / 6, S`� 1 I I 111 t__ Valley I i I YY iii O I I II - iii O 6' III x I I Ill X _ nl .. Inn 8 0 nearing I 1 1 1 I I I ., III I Iel- III rd III un / / Point I I I I I I cn IH ---- ------� I---------------� ' u, PATov@ -- I , 1 n1 ------ ------- I 11 F I a� I III --------------, I - u1 L I I JAI a In ''a I I I I SII I `2 !,'1 7' til `�\, I I ( o„ IIII I I /' - {/ oo r .Ai I% }-• lilt Dn j i i,�/ s �'-- ilii -�' I I i11T1(2) 9 (/�. LVL --------------- - `\ `- F' ---------W 7" C 1 -- - - - `t--- -----Ills � �----1 - -- -- ----RP(---- Existing x1 F J.,I 16 oc T` Int -----! -�-- ---- ------------ I I --- ------ - - -- - -- - ---- - I-+-I- F -I- t - --- -- -- - - ----- \\\ -----rf l� I I I I 1 \ \ \ \ -F III 1 I 1 I I � \ \\\ \\ ,/i 1 `�\ I r' ♦�� III 1 I I 7 I \ \\ 1 I '-- -- + i I � �• ': I \\ I+ I .. � ` III 1 I 1 1 1 \ \\ \ D n -4---•-9 1 1 I \„�''`f'' , .♦ , , \\ 1 I 1 1 1 I i I+, ,> ! , , I , �� a `:\ : (2) 9 1/2° I , 1 1 I -- - ---- -_-- ` `\\ DRAWING TITLE: ___-•r L__ `----- O, O (Drop)A` I 2ND FLOOR FRAMING _ �,s.--- --------, I 10 1 I ace Open ------------ t I t 'Abave. o - \�� \ -� I 1 • ` I , -------i , I I � � I I 11 I I r �I }, XiSting L I --------------- -, I ! i ----- ------- ------- ---- --------- I I 1 jl I I A n w/ - 1�8' Ceiling _ -- ---------------_ r ._.h._ . -_.__�L•�_ = ���_ _ __ _ ---------a� i ( I S rr Wall I� ' New (2) " �2" LVL R•R. \\ -- -- -- - i i i i ' I i I I s / \�.\ ,. �' N �/ \ ' ' ! w/ (3) 9 1/2" LVL F.J. to X 1 Form Truss, 5/8n ?79wood W W III \ JOB: On Beth 41es Where Possible �` ~ _ -_ BARYON CID 1411 I� i ----E-- \ RESIDENCE 50 COUNTRY \ , -------------- LUB----- � \ , \ �\ CHOVE . N I \ I I \ CUTC GUE Y I:z TOWN OF SOUTHOLD ---------------- ------- -{ ------- r------------ _ Verif . \ \ SCTMS 1000-109-03-1019 Over apI ------------, ----------. I ---------- Relocated ARCHITECT: l I I I B 1 I A6 / FREDERICK R. WE BER Exrstlrg 2x10 F.J. 41 EAST MAPLE ROADValle GREENLAWN, NY 11140A r --- - A6 Existing 2x10 ° ry 52 NOYAC PATH WATER MILL. NY 1191K D I g ; 16:, oc xlsting 2x!01 '€ . '.. f6" oe j D /' ��'sf,,� ,/ oG \` \ , \ �.}yam \b ° N Existin 2x10 R.R_, A6 I--- 9 / / \ TEL 631 154-5555 ILU PAX 631 261-1084 I ---------—1—r-- I I I \ +� ��` /' I rn +` // ��t`o' ` SEA1L:..,,u-- I �- _ - _- - 2N0 FLOOR FRAMING L----- �-=-o 1 _ -------' / / t m� I ' � � 1 UJ FIRST FLOOR PLAN ///tea ���,, i /// \�\.••FRAMING NOTES: NOTES: 00 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH S 1-RUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKN1=513 O R AS NOTED. / 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD / TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFL OOR 14 FLOOR JOISTS, 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. � ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ¢ 3-1x8 1N 6" WALL OR AS SHOWN ON DRAWINGS. 5, SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR SHAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" D.C. / PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: APR 29, 2013 ` 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. \ / \ / 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. OB ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED �IETAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB N: 1 w2 = P- 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE A A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL NO: W201301 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" Q.C. EXTERIOR EDGES AND LD 5 12" O.C. INTERMEDIATE. II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" DRAWING OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJ1 SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS, HANDLING, STORAGE, AND ERECTION OF COMPONENTS SPALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS. OF 1/ " DIA, GALV. MACHINE BOLTS a 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAM-5, 5PACIiN G NOT TO EXCEED 8'. OF S2 16. ALL HOLES DRILLED IN LVL JOISTS/GIRDERS TO BE L OCATIED N CENTER 1/3 OF MEMBER W/ 2"0 MAX. HOLE SIZE. FRE®EROCK ROBERT WEBER ARCHOTI'ECT B ZA £ \ C A 6 x --------------- ----------------------------------------- •- I--------- I ---:------------ ------------------ tl v u � I I New I Porch Roof New i ! Rooforch /,' (3) 2x10 F.J. Below Bearing // no 1 1 Points (Typ.) ------------ ----------------------------- --� ip ` IO F-- ----- t--1-- 1 Lj Existing New 2nd FI. Rafter Bearing Wall 1 Roof ! Lill E Ln °u t I New q New I I in --� " oc I l 2xlO R,EI _ 2x10 R,R I New 2xl R.R., Ib" oc A6 > New 2x1 IR.R., 16 I ! I ,3 _ CIO ! 16 oc I I 1\ (13 LO v � � � r -- o tL U d ii- l t� QJ 1 U t U it_ v - O N 1 u11 ul Knee Walla 5` ��,� ! ! :4 N �; N - N icf? �I ♦ // t I 1 1 [X in } ra ° 0'4 > I f 4 1 CY o � � [K ° � ! x o 11 � �j � 6 (`xl _ !� 1 I U mQ� U w x Cl Break 9Remove �. I;? , v Z t t 1 i qx4 Post/ \ - --- Ir -- __- _ Walls x1sting I 1� I iT N 1 I N `2 to Ridgi N ru ; _- \ F- 1J Z (2) 9 1/2' Existing 2x12 Ridge Z / New II 8 Ridge ---= -� ------ -- kVL-Mei------------------------ -- __----- - - - - -- ------ 4x4 Post W o i -_ _---- ---_ - DRAWING TITLE, Clg. Break 519' t t ---- - - - - - ' -- ----- ; .� ° --- v — u Clg. Break a8 ° --- �{z t o --- -- aROOF /r ____ __ -------t-- - -- - - I __ - Bei -- ------------- t iFRAMING IN r-------------------i----- � --� \ I GyL7�---� -� --�� -------- -----� 1 L—_--J, I ► (Knee Wall 86 tY 1 I I 1 I F-----I I tK I 1 Evstg Existing IExisting I 1 X0 Winer Wall 33' Dormer Dormer Wall on Top ! New (2) 9 Ii'2" LVL R.wt Liw/ (3) 9 I/t2° LVL 1=.JJ toCIO of "Truss" I (Form Truss, 5/8" Plywood l I N x ' t ! X X I1 x ' I� ! iOn Both Si6es Where "bisible I W � JOB. BARTON RESIDENCE Existing Existing Dining Roof ROOFWall Below I I 1850 COUNTRY I I I ! I ---- ---- ; I L-------- I I I ! I --------------- Existing CLUB - ----------- Roo CUTCHOGUE. NY ! I I Line of lst f=loor---I II I II � II TOWN OF SOUTHOLD I ! I I SCTMS 1000-104-03-2019 New 2x4 Vert. Ties,--> ! New 2x4 Vert. ties, (Rafter to Floor ;JotsARCHITEC ) (Rafter to Floor Joist) 16" oc (T ) \ �p ,\ 16" oc (Typ.) n- I I i i B ca II ! j � ii A6 t , , 411 FREDERICK MAPLE ROAD A ;' I GREENLAWN, NY 114 1 I AL ' ' , '� 52 NOYAC PATH ! I I I WATER MILL, NY 1191L D D I II � I Extsttng 2x10 R., �6t" oc Existr�g 12x1 R.R., !6" oc A6 ° s . I A6 TEL L31 '154-5555 PAX 01 2LI-1084 ! I I I SEAL: _ I I J ---------- ' I OF L-------- -=j --- ----- ROFRAMIN e� SECOND FLOOR PLAN ' \ �ys���\ • •� / f FRAMING G NOTES• / \A / ALL BE GRADE STAMPED DOUCILAS FIR-LARCH H S"I'RUCTURAL GRADE No. i. ALL FRAMING LUMBER SH 2 OR BETTER 1� 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5118" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I--FLOOR, EXPOSURE I, 3/4" 111141 , THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFL OOR T0 FLOOR JOISTS, 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL 1 3-2x8 IN 16" OUALL OR AS SHOWN ON DRAWINGS. AT AND FLOOR BEAM5 A'S PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C', REV.: 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS ,\\\� //, PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: APR 29, 2013 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS- 'I. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR i S NOTED ON DRAWINGS. SCALE: 1/4' 1'-O" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. J015 NO: A201301 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM, ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAIL& AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. DRAWING NO. Il. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY' "SIMPSON" OR APPROVED EQUAL, 12, ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WO,?D-1-BEAM3 AND LVL PRODUCTS OR EQUAL. ALL JOIISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED /AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS, 13, ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATT-S TO HAVE 2 ROWS OF 1/2" DIA,.GALV. MACHINE BOLTS a 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF SZ 15, BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, SPACING NOT TO EXCEED 8'. ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER 0 W.Q. DUP.REC.-WATERPROOF DUP.REC.-GROUND FAULT ARCHITECT ® DUP.REC.-FLOOR --———————-- -- DUP.REC.-(l)SW ITCH OPER. / \ SPECIAL OUTLET C SURFACE MTD.-CLG. \ f \ Op SURFACE MTD.-CLG. (Porcelain) ------------------------ �0 •/ --------------------------------------a --------------------:� -{� RECESSED-CLG. / f - j --------- -- — -- --��} — — r--------- ------------------------ -- ----------------------i�+I---------------�\ WALL MOUNTED -- ---------------T\ C.� DUPLEX FLOOD RECESSED- DIRECTIONAL SHOWER LIGHT (Wet Location) LdcatiQn•- Ex / `\ 1 I '/��y1 Owner,,// ! I / ,x \ i \\• FLUORESCENT FIXTURE Cg Ex C� UNDERCAS. FIXTURE EXHAUST FAN :::_• \\ �/ ! \ ti / / I ; ? 1 Hood/ no \� / I \ .•��-.-f ' __ '-- - - -Eeo T ----- --- -------------- - -- ------ c ------ Ex PADDLE FAN 6p- -------------- 1 `N�W.P. W.P. � �` 1 4 GFiI I i GFi DW I ----- \\ bocOwner � I PADDLE FAN / LIGHT n„ n I I u %p/ \270 ATTIC FANC�Ll ......r......... ❑ I \- ' / I / ,5 SPEAKER IP n ants I� �► \�\.......... ......�\ , \` I Location \ j Pendants by Owner \\\\ \\ , /, TELEPHONE rL I \ \ , / 0 CABLE VISION O j (.!J DD I `\\ ,' \\ F-aasting i i \ / Location, // 7 ®0® DOORBELCOMPUTERL/CH15le t ME Phone) ❑ New Fixture ' 1 \ Ex ,i I II \� , // ,� Q THERMOSTAT Ex i- -- -O ------ I i i i Gas \\ %�/ /'/ ,'� FAN/LIGHT 1 Woo bin I I I Canv. Wood g \ / � � r ! I ,� / SMOKE DETECTOR IA / 1 Dr, ' I I TV I --- ---- --------------- �� eco CARBON MONOXIDE DETECTOR M00 ^ ' (2)WO Ref. ----- a I /' Repl ce I ~` s, _ 3 M!cr ---- i i i i I I 4` \ $ SWITCH - Fixt re -- ------ - -- -- --------- - --- -- -- - ---- -JS+ -�-F + - ------- -- - --- \\ x \ 3 CH 3 WAY $4 SWITCH 4-WAY Dn x 4 �` ' ° �d i i i i i \\ `\\ \ �\ E I D / 0 3 v1Ex Ex Ex ,�, \ \\� Q o SWITCH W/ DIMMER (Gas.'-!, � � � � � \ - -- - ----- ---- \�\ \`� ` i W SWITCH WATERPROOF DRAWING TITLE: I 3 smt �; Xs ; (DE To L=x \` \`\ JS JAMB SWITCH I EX EX --�- I 2nd r\ ,� ELECTRICAL + \ I , \ Ac #I IST FLOOR . I Floor ,/ ® KEYPAD ` _ � ,3 Re-Center i l 1 l / \ ❑ Ex i „' ` Ex Chandelier 1 ! / EX EXISTING \ \ I ! I ! /, \ \ I -X------------� I �• � � Relocate j � i I I yam/ \\ ' \� AC #2 I 1 I Chan her I ��, \ \ Existing 1 r/ Switches �/ ,�• ;, ` I I 1\\ 1 I I I I Ex \\ , J08: / I P 1 I I I { / ? 3 \ , ` JS eac / �. < S ® Fixture `„' V BARTON Ex 40 Ex ---E�r €5�-- ' an Ligh CO \ ,, ` RESIDENCE ' / ` ------------------- R ac O Q \ 1850 COUNTRY \ \ O CLUB DRIVE xture \\ CUTCHOGUE. NY R place ---------- / �`L ' \�` \\ Fi tur 1 i i---------------=---------------------- ---------- -- ---- — --------{ V \`. TV TOWN OF SOUTHOLD ! ' I �� C` ,' `� ,' 0 `�,� SCTI18 1000-109-03-2.019 I I \ / \, ` I I Ex Ex \ ARCHITECT: I \ T\\ \ Q `\ \ FREDERICK R. WEBER I I I f I \ Q \� 41 EAST MAPLE ROAD I x ------ ----- - ---/� ``\ / GREENLAWN. NY 11'140 1 I I Ex ' I ` E / WATER MILER NY 1191E 1 I TEL L31 154-5555 FAX L31 2LI-1084 I i Ex / \�' \ ---- --------- ` ELECTRICAL <�� , ,' E� , SEAL: I Ex ... Ex FIRST FLOOR PLAN i I Ex `\ Ex / \ O /!TV ELECTRICAL NOTES: AFFLIANCES : I- RECEPTACLES SWITCHES TO BE "DECORA” (LEVfTON), WHITE. OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION k ALL UTILITY CONNECTIONS BY CONTRACTOR 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE, I- COOK TOP. (6) BURNER 36", GAS /��� \�� 3- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING I',JORK. 2- WALL OVEN/MICROWAVE: 30" WIDE, ELECTRIC /' 4- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, C-O AMD Lc011ai TEFF ERA•.TURE 3- REFRIGERATOR:: "SUBZERO", -f8", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) EX DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STI A T ION MONITORING. 4- REFRIGERATOR (BSMT.): / 5- ELECTRICAL CONTRACTOR SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ 5- DISH WASHER: "BOSCH" or EQUAL OUTDOOR SPEAKER CONNECTIONS. ALL SPEAKER WIRES TO BE "HOMERUNS". (OWNER, TO PROVIDE SPEAKERS). 6- KITCHEN HOOD: 900 CFM 6- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES I EOIJI,--MFNT. '1- WASHER (Ist): FRONT LOAD, ELECTRIC `\ � REV.; 8- DRYER (1st): FRONT LOAD, GAS ` \'� DATE: APR 29. 2013 ELECTRICAL FIXTURES : SCALE: I/4' = I'-O" OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I I I M J013 NO: w201301 I- CHANDELIERS (DINING, FOYER, ETC.) F L U I I E3I N O NOTES : 2- KITCHEN PENDANT 3- BATHROOM WALL SCONCES i- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. DRAWING NO. 4- SURFACE MOUNTED CEILING FIXTURES 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 5- ALL DECORATIVE EXTERIOR FIXTURES 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 6- PATH AND POST LIGHTS (12OV, Line Voltage) 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. 1- PADDLE FANS 5- ALL HOSE BIBS SHALL BE "FROST T REE" WITH SHUT-OFF VALVES IN BASEMENT. 6- ALL SINKS ARE TO BE UNDERMOUN . . ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- PLUMBER TO RUN AND CONNECT GAS PIPING FOR BOILER, CLOTHES DRYER, COOK TOP, GRILL, POOL HEATER AND GENERATOR. IE I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES (4" Diameter), HOUSING t 'TRIM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN FIXTURES OF E2 l ELECTRICAL 5YMBOL5 FREDERICK SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER W.P. OUP.REC.-WATERPROOF GF1 DUP.REC.-GROUND FAULT ARCHITECT CEJ DUP.REC.-FLOOR �v DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET f O SURFACE MTD.-CLG. OF SURFACE MTD.-CLG. (Porcelain) ----------- ------------------------- ------------------------- ----------------- RECESSED-CLG. /' ✓ s -------------------------- ------------------------------------------------------ ``` b WALL MOUNTED DUPLEX FLOOD RECESSED- DIRECTIONAL I i SHOWER LIGHT (Wet Location) I FLUORESCENT FIXTURE fA t t �i UNDERCAB. FIXTURE EXHAUST FAN I I � nn tl -�-I--------------------------------------------------------_------------------cam PADDLE FAN I I \ --_----+_____-_ \\ PADDLE FAN / LIGHT �� I I \\\ ❑ ATTIC FAN SPEAKER TELEPHONE 0 CABLE VISION El © COMPUTER (Cable t Phone) ~ f i / I �� 1\ t f � '� \ I I � ® ® DOORBELL/CHIME rQ THERMOSTAT FAN/LIGHT I i �- i I ® � \\ i ,�/ O SMOKE DETECTOR C Opo CARBON MONOXIDE DETECTOR OD SWITCH --------- - --�- I L__1'23_____>° -F----- o o _ - ----------------------------------------- - - - -- ------ $3 SWITCH 3-WAY $4 SWITCH 9-WAY D SWITCH W/ DIMMER ---- - - -- - - -- - ------ ---- - w SWITCH WATERPROOF DRAWING TITLE: -- 0e0 --i i----------< i -- ------- I ------ , ��� JS JAMB SWITCH ® KEY PAD ELECTRICAL � If ------------------ ---------, i ' I --- J 2ND FLOOR �- O0 I ' EX EXISTING t I , Chan Iflier JOB: f BARTON I � RESIDENCE 1850 COUNTRY i CLUB DRIVE CUTCHOGUE, NY t TOWN OF SOUTHOLD = t SCTM= 1000-104-03-2.019 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD ,= GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL, NY 11916 I TEL 431 154-5555 FAX 431 241-1084 I ELECTRICAL I SECOND FLOG R FLAB SEAL: : :. .:4.5 REV.: DATE: APR 29. 2013 SCALE: 1/40 a I'—O' JOB NO: 0201301 DRAWING NO. C; IE2 OF E2