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HomeMy WebLinkAbout37602-Z UFFOt,� Town of Southold Annex 1/29/2014 P.O.Box 1179 G 54375 Main Road D Southold,New York 11971 dal CERTIFICATE OF OCCUPANCY No: 36744 Date: 1/29/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 730 Bay Ave, Mattituck, SCTM#: 473889 Sec/Block/Lot: 143.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/2/2012 pursuant to which Building Permit No. 37602 dated 10/31/2012 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 THAT INCLUDE KITCHEN, MUDROOM, WINDOWS, DOORS, WINE CELLAR AND DECK, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Malecki,Jenice (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37602 11-14-2013 PLUMBERS CERTIFICATION DATED 1-20-2014 0 Excelsior P &H Inc. Au or ed gnature T TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37602 Date: 10/31/2012 Permission is hereby granted to: Malecki, Jenice 59 N 1st St Brooklyn, NY 11211 To: Demolition, Additions & Alterations to a Single Family Dwelling; Kitchen, Mud Room, Windows, Doors, Wine Cellar, Deck, as applied for. At premises located at: 730 Bay Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 143.-3-13 Pursuant to application dated 10/2/2012 and approved by the Building Inspector. To expire on 5/2/2014. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $821.60 Total: $871.60 } uilding Inspector Form No.6 TOWN OF SOUTHOLD. a- 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: Ar 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 2l10 of 1% lead. . 5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance-from architect or engineer responsible for the building: .6. Submit Planning Board Approval of.completed site plan requirements. B. For existing buildings(prior to.April 9,1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2_ A properly completed application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant- C. Fces 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 $1 5.00,Commercial$15.00 Date- 2- zo 2-- New Construction: Old or Pre-existing Building: ' (check one) Location of Property: ' 730f�, House No. St r t Hamlet Owner or Owners of Property:� �M Suffolk County Tax Map No 1000, Section Block ® Lot D t 3 .Subdivision Filed Map. ��9 / Lot: Permit No. 3'7 6 D a Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: vl� (check one) Fee Submitted_ $ 50 pplicant g a re • pF SO�l�,ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.riche rt(aD-town.south old.ny.us Southold,NY 11971-0959 couff I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Malecki Address: 730 Bay Ave City: Mattituck St: NY Zip: 11952 Building Permit#: 37602 Section: 143 Block: 3 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 32 Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 9 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances dw Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect Switches 35 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2-combination smoke/co detectors, 2-exhaust fans, 1-paddle fan, 3-ARC fault circl breakers Notes: Inspector Signature: bC Date: Nov 14 2013 81-Cert Electrical Compliance Form.xls tYFGjk ; E CC E M E JAN 2 7 2014 Town Hall,53095 Main 12oad (All)76'5-9502 P.O..Sax 1179 Q, �p I'el� �i F SOUTH6_5 11402 Soutbold,New'York 11971-095 9 '� J�L ` O BUILDING DLPAR-l''AjEN`V t TOWN OF SOUTHOLD CERTIFICATION Date: a p l Li Building Permit No. Owner` eh�C_P_ e_Gk-1 i (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. umbers Signature) Sl Sworn to before me this day of UI 20j SUSAN EHRUCH II NOTARY PUBLIC-STATE OF NEW YORK No. OlEH6073471 _._ Qualified In Suffolk County Notary Public, ��` "LAL County My Commission Expires April 22, 2014 OF S0(/T�,o �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ FOU ATION 1 ST ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � r REMARKS: DATE INSPECTOR OP SOUly�lo ol/ V holy 0 M'I,��e TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ? 3 INSPECTOR G TOWN OF UI ING DEPT. 7 -1802 IN N [ ] 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:0)5;4 (,-,L , f� a- I .� o 6 7 DATE INSPECTOR ��OF Sour�o oAll TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC T N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR- OF SOUI�OIo H O UM'1,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ ] FO DATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] .INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE FINAL) REMARKS: DATE 111, 7INSPECTOR o�aoF souTyo 6 �yoourm,a�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND �,NSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANFPENEON ELECTRICAL (ROUGH) [ ] ELECTRICA REMARKS. 4�! DATE INSPECTOR OE SOUTyo� V � • cou �o t` m,� tJc TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - I FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: \ i DATES `� l�' 1 NSPECTOR C�_ T ® � OF SO(/l�o o�ycOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] >INSUI-ATtON [ ] FRAMING /STRAPPING [JY FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: . t DATE C 1 INSPECTOR FIELD REPORT DATE CoMIImNTS EOUNDAnON(1ST) - -•.--- -----T--------------r-- .. I'OUNDATYON(2ND) ROUGH F AMING& H PLUMBING INSULATION PER N.Y. H STATE ENERGY CODE FINAL iZ_ ADDITIONAL COMMENTS �• T ( 2 z . rn o TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTAPLD, NY 11971 4.sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthForkxetNa _ /-�VERMIT N L ` Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined [0 20 Single&'Separate'- Q C E Stone-Water Assessment Form 11 E , Contact: Approved I © � 1 20 �v - OCT — 2 2012 Mail to: BLDG.DEPT. rI' �/ ��� / 7 ih nn TOWN OF SOUTHOLD Phone: Expiration ,� rf— ,20 Building.Inspector APPLICATION FOR BUILDING PERMIT Date 2 eG�"� , 20 1 Z--- INSTRUCTI'ONS 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 wort: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 preiises 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'°l 8 months frOlil~such daf'eA'f tio-zoh'ing 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 regul ions, and to admit authorized inspectors on premises and in building for necessary inspections. ( . na re applicant or name, if a corporation) 5 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whicI Aw l will be done: �' ! + House Number Street Hamlet County Tax Map No. 1000 Section Block J Lot' Subdivision Filed Map No. "-Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construct a. Existing use and occupancy �j �}'[�-,L� JL�M t L. R n;&�I a$�C� b. Intended use and occupancy S 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost. Fee (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 or mixed occupancy, specify. nature and.extent of each type of use. 7. Dimensions of existing structures, if any: Front ...4L� Rear 2-1� Depth Height 2 Number of Storiesp Dimensions of same structure with alteratio s or additions: Front Rear Depth S -7 Heights f c/ Number of Stories 8. Dimensions of entire new construction: Front Rear Depth - :Height Number of Stories 9. Size of lot: Front Rear 74 ( Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoni g law, ordinance or regulation? YES NO—te< 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises:Wla Vk A.L.*ddress_?AD f Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. I.f elevation'at any,point on property,is at-19--feet•or-below, must provide topographical data on survey. :T9.'Ate there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) .. SS: COUNTY OF ) / 4 4:44 4 being duly sworn, deposes*and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. SworlO before me this day of 20� VICKI i''Fib [ notary Public S No.O1`f0 �ti YorJ Notary Public Qualified in Ccrr,t,. Sig, tore of Applicant Town of Southold - Chapter 236 - Stormwater Management rl � SWPPP - Storm Water Pollution Prevention Plan Assessment Form GFNFR A T• INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME Owner-Agent-�onsuryant-contractor or Other(Cirdeole) Pr OWN IfifterentHwn °� � Ap (cant) i Address Fax#: �,� T phone T _l 1, Fax� A.CXA S @ A40L.co i p'°Ilert,'Adltrt ?.�o N,�g4Y A�i % hGti4tz�173 Brief ncuapti m.of Conskndion Aetivlp.Propo"strtt�al B i S C.T.hI.>fk 1n b0 n —'I motion Bwk Pw ed Scop-C"or Sequrnce of Conahuction Activity € (! �iwidMdiRHa)al Payee aaNealed) I+MOOF Contractor anIVDr Conbct Pft'son Responsible►otbnptementa n of swpPP: TtdeMP V j v Co K --- -- �---- Nam®of Peftonaitesponsble for hublFa d t�lntenana olryoslon Control Praetice: - ---------� - t Tdrs 1� ! Itit.a�-ZZ"lt`ZG C �V L- � --- ` Ll� h a-L-cl, I er Total Area Of Aq ls: ! Total Area of Land pring --------- ea ----- Project Parce 3 ' [� and/or Ground Disturbance: ; (SF.I A—) ————————————— Project Duration: start End , — - _cs� -r :J -------------------- ------------ (Anticipated) .Date- Dale- --'•--- �- . u Galmdar Derry) --------------- — .._.. Will this Project Disturbe five(5)or More Acres at - --------------- EW . l Any One Time During the Proposed Development? Yes No -------- If YES;pleaso Answer the FDI)R!l 1 a_ Does the Applicant have a Qualified Inspector On - ----"'--- --------- R-P ( ` I Staff'To'Conducl the quired Inspections? es O b_ Does the SWPPPJndicate How Frequently-the Site .� 5 •List[he.NAMES or scription of all Potentially Impacted Waterbodies and/or Wetlands: l Inspections will Occur and for What Period of Time? Yes No r- Does'the SWPPP Adequately Identify AD Temporary �� _--'r �-------------------------------- i i t I i ! and/or Permanent Sol Stabalization Measures? Y N -------------------- ; ii_ Does the SWPPP Adequately Identify a'Complete ---------------------- - :Project Phasing Plan? Yes No e. Does the SWPPP Indicate Additional Site Specific Status of Impacted Wa rbody(eg TMbL,303(d)Listed,Anpaired_) Practices that Will be Utilized to Protect Water Quality? Yes No -- / f_ Has the Applicant-Submitteda Completed DEC Notice ----- -------------- Of Intent and SWPPP Acceptance Form for Review Type or Impacted Wal b ; eq.Lake,Creek,Bay,Pond,sound,Freshwater Wetland_) by the Town of Southold? Yes i I Sl'A77 OF NEW YORK, if i /fiat I !/`�-1���•l:Jl�!�.:....� .. i '' -'••• ulgY sworn,deposes and says that he/she is the applicant for Permit, (Name o!ir)dvl�ral signing Doanr)enl) f And that he/she is the .............. .... ........... � 1 I ... t Corritractor,Ate,l;orporaieoiflm,'eiG)...».................. ..........................«.. ` I Owner and/or representative of the Owner or Owners,and is duly authorl?ed to perform or have performed the said work and to I 1 I make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and I that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me s, t 1 ' t ................................ .........day of... - D C.T ---•••-•---- 'l Public: - - -- ! _ . VPPP Assessment FORM: 03-13 VICKI TOTW Notary Public State of New York No.01TO-6190696 Qualified in Suffolk County Commission Fxpires July 28,20L Town Hall Annex f Jf Telephone(631)765-1802 54375 Main lioad- • 6 g U P.O.Box 1179 G. Q ragerAchert cG owi.Soifttlb ny.us . Southold,NY 1197I-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: i ulJ Date: �- company Name: Name- ©� � ` ►,:j License No.: Address: �0 c, 4, Phone No.: C1,13 6 JOBSITE INFORMATION: (Indicates required information) *Name: 1M *Address: 0 *Cross Street: *Phone No.: Permit No.: 3 ® 2, Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESC IPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YE NO. ough In Final *Do-you need a Temp Certificate: YES! NO 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 Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION O 82=Request for Inspection Form Dominick Salvati & Son Architects - Established in 1910 October 20,2012 ; To:• Building Department . t Town of.Southold' ; Town Hall'Annex P.O. Box 11,70' Southold,NY 11971 Re: ''Malecki Residence 730 Bay Ave: : Mattituck,NY :. . SCTM#:' 1000-143-03-013 Dear Sirs, " The.building plans submitted for'this project were labeled"Permit Set Not For-: ' Construction."As is our practice; we often label the permit'set-in this manner until the client signs.off on the final design.'The client has approved the plan as submitted to the Southold Building Department, and,we will be using the same as the construction-set. Feel free to call with any questions: �a-°i M. S ys�tn Sincerely, t'hion 006 ccVWPG ,26 Court Street, Suite' 1.804, Brooklyn, NY' 1,1201 (718) 855=4686. C Address: Malecki Residence F:TOpN, 730 Bay Avenue VI E , 2 2 2011 Mattituck, NY BLDG.DEPISCTM#: 1000- 143 -03 -013 OF SOUVOLD Date: October 22, 2012 Storm Water management General Property Conditions: 1. The residence was built in the 1950's,and the previous owner obtained a Certificate of Occupancy in 1985. 2. We will excavate to pour 312 sq/ft of new foundation.There will be no additional fill brought in;the only material to be removed will be that which results from the new foundation and 2 drywells. 3. This lot is a mature residential property with no history of drainage problems, pooling or storm water run-off onto neighboring properties or Bay Avenue. 4. The topography is flat,with a slight westerly pitch away from the house. S. There are no potential surface waters of the State of New York and/or MS4 that will be impacted by construction. During Construction: 1. The construction access road will be the existing RCA driveway off of Bay Avenue. This is an old,well-compacted driveway that will handle the necessary construction traffic without spilling mud or other construction debris onto Bay Ave. In the unlikely event that the driveway should become worn from construction traffic, or should mud or debris spill into the road,we will add RCA to the driveway and the driveway entrance where it meets Bay Ave. It is our intention to maintain the driveway for the homeowners'future use once the house is completed,so we will take every precaution to minimize damage to the driveway during construction. 2. There is no need for silt fencing or hay bales as the property is flat and has always contained the storm water. 3. On-site storage of construction material shall be limited to material necessary to re- build the addition using conventional building products. All waste storage shall be contained in a single 30 yard dumpster,to be promptly emptied when full. 4. During construction,the contractor, New England Barns and Fine Homes Inc. represented by William Gorman,shall be responsible for daily inspections and the repairing,replacing and maintenance of the Erosion and Sediment Control Practices. Post-Construction: 1. We will add two (2) drywells, 8'diameter by 4' deep,at the locations indicated on the survey.The roof gutters will be piped directly into the drywells to manage the storm water and minimize erosion. Roof area: 1323 sq/ft. Drywell capacity: 8' diameter,4' deep = 1000 sq/ft of roof area run-off during a 2" storm water event. 2. After construction,we will add additional RCA to the existing driveway (construction access road) and compact that material to alleviate future material loss from the driveway onto Bay Avenue. 3. We will re-plant grass throughout the lawn as needed,and we will plant shrubs and bushes around the perimeter of the house. Prepared by: 4ill4iamPG , res.,New England Barns Inc. Project Contractor 11 BROADWAY,SurrE 715 NEW YORK,NEW YORK 10004 MALECKI (212)943-1233 TELEPHONE LAw (212) 943-1238 FACSMULE www.ABOUTSECUR[TiFsLAw.com JENICE L.MALECIQ ASSOCIATES ADAM M.NICOLAZZO ROBERT VAN DE VEIRE January 24, 2014 OF COUNSEL Via Federal Express JALILA A.BELL Building Department Town of Southold Annex 54375 Route 25 Southold, NY 11971-0959 Re: Permit 37602: 730 Bay Avenue, Mattituck, NY 11952 Dear Sir or Madam: Enclosed is the original Certification relating to solder for my project, from my plumber, Excelsior P&H, Inc, Ken Maher. I believe that this completes my requirements for the Certificate of Occupancy on my home. If you require anything else, please advise me of the same. I also understand that the spa will be inspected on Monday. If you could let me know when that is complete and whether anything else is required, I would appreciate it. Mail is not set up at the house address, so please send all mail to the above address or to 59. N. 15` Street, Brooklyn, NY 11249. Thank you very much. ry tr y ours, Je is alecki Enclosure to BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: Date Reviewed: l /� ► p I Applicant. W Lt Owner: �- - 1 ArchitectlEn�ee�: Estimated Cost: SCTM# 1000 - 1 3- 3 - 13 Subdivision: Zone: Conforming? �j Property Address: 73 O Z3 �� City: Pre COs? Building Permits (Open/Expired): BP -Z/Go Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- Info: Single& Separate Search Required? Y o1)Determination: STOP,MW4Tr=_&R__(XM-z.F_F: ie REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. of 7, ACT: Lot cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear ' PROP. Rear R O. Hei t. 3,S ACT. He' R E ct, SoTH SIDES ACT Project'Descri on� nd_ GL Waterfront? Y oKNP2� ct.� • If yes,water body: ^-----1 Panel# Flood Zone: Rulkhea(rBluff Distance: ADDITIONAL APPROVALS REQUIRED PLAN S ��� SIGNED, SEALED SuPVtY O!� Suffolk County Health: Y"o N- If yes, *Bed#: _ *Date: / / *Permit .- Town Septic: Y-N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or NJ Date: —/—/ Permit#: or NJ Letter-Notes: Southold Trustees: Y olo- Date: _/ / Permit#: or NJ Letter-Notes: Southold ZBA: Y o0 Date: / /_ Permit#: -Notes: Southold Planning: Y o Date: `./ /_ Permit#: -Notes: Town Landmark C of A: Y o6bTE: _/ /_ *NYS CODE-Compliance(page 2): Y or N 1 CONTRACTOR k10ENS1Z AISRBILItY_�-II�Bf�1�TY _? ��klVAZWS CoMAEAf,5 T-10W 1LO-e-�� Notes• Fee Structure: Calculation: ii Foundation: ® SF I S� X$ �� I D. First Floor: �_0_ SF + Initial Fee: $ 0 ® ® Second Floor: - SF +Additional Fee ( ): $ Other: _SF SF X$ . =$ Total: ,�� _SF +Initial Fee: $ +Additional Fee C 01= D FEE) 4 +.50 0 AS BUILT FEE -6 TOTAL: $ g �I 61 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DDESIGN CRITERIA: Ground Snow Load:PO Wind Speed: 12OMPH Seismic Design Category:B Weathering: Severe -Frost Depth: 36" Termite: M-H- Decay: S-M Design Temp: 11 -lee Shield Underlay:YES _ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:YIN ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: -MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N t LIGHT 8%: Y/N `ENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: Y& LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YIN CERTIFICATION: YIN .ENERGY CALCS: Y9 (RESCNECK) a-0/0 TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) ;'dc n - •�_ TOWN OF SOUTHOLD PROPERTY RECORD CARD' OWNER . STREET VILLAGE DIST. SUB. LOT FORMER OWNER N E ACR. Mo c 31 S w TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND 1 IMP. TOTAL DATE REMARKS - �D 0 6 d C)6 6 7 AGE BUILDING CONDITION —_ NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre _ Tillable 1 Tillable 2 Tillable 3 Woodland — Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH Av BULKHEAD Total DOCK _ aim— COLOR - ` COLOR r 1 TRIM t I � l I ---..---- - - G 9 2 y X �g = U 9 r. s�I Foundation ��r `c Bath /%Z Dinette —i 7 J e�sion J �/�2 =�?; i 7S �/� ;Basement Pit Floors I �� K. Interior Finish / LR. Ecten Ibrt i �� }; �7 = ja Ext. Wolls ���.; f�lrt�Qck' — Extension i I Fire Place 1�.6 q JI Heat H{(/Rad i%�,: DR. I ;Type Roof Rooms 1st Floor BR. I Porch ;x� d �� SL�/.Recreation Room Rooms 2nd Floor FIN. B. '.Porchy'�u = sj Dormer Breezeway Driveway I Garage �� y i .1' %�'J SJ' Q'• - --- Patio — --- O. B. — — -- Total SURVEY FOR ANNA ado REEDER AT NIOT!Y' ICl1 N ToW m of so VTMOL a T agay .A� . '.LIP VA SUFFOLK COUNTYe PLY. 'SIX ` �' _ �cao 143 - as - Q r3 0 � `��N,� 2 �i_ � 01 in SCALE t-n DEC, !t 1993 Qws.� � � � glop _ �- . In In l y'0�■11QifMtAi t1! LAND �t TITLE INS'&MIKE Cb;&ANY �. ,ONE Wou" a ■A RR QF NE W Y4M It ' a t AliME RLEQER a M 1> in S - r t AREA =WoM Sp F: � �� M� ,.rL�. R,tfa,t!E• �►ECOMrC S rQRS a EN9IMEEA9 . P.C. WA , do {-1.JLLS, d «vtiwa+� end o6o8 s wdr �s ii� imw low l di Is j 765 ' "20 we IMAM ROAD *pVT1�OLt? I�t1F. ltBT! A -all _ b m w - i 9 w to SURVEY Foil ARNA -do R E EDE R AT MATTITUCK 'PA OF SO UTMOL C oy , . SUFFOLK COUNT% PLY. SACt �. Y 143 - as - Qr! a SCALE !' ■ 30' DEC, to 1993 w CERTIFIED r0• COIRIIO[MMEA� -ANY TITLE INSMIICE CF*Any * t. + IMME sAve n ■A NIC QV NEW YORR rs' f ANNE REEDER ilia 1Z• -4 1 Lin ?t AREA =!8 835 SO FTir may - no, ;�A OIL .vb A. N.Y -tIE: 00 M ' ' '��' �►EGOMrC 'J YORS a E1�E illE EA$ . P.C. sm. low Isis) T6 3 - 30E0 • fiim P QL s" No AfAIN ROAD *vvrs.a tcY. A-4 - all - m w i 9 Generated by REScheck-Web Software Compliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Albany County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6894 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 730 Bay Avenue Mattiutuck,New York 11952 s Compliance:8.7%Better Than Code Maximum UA:104 Your UA:95 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. ILIA or or ■•• Perimeter • Wall:Wood Frame,16in.D.C. — -- — — — Exemption:Framing cavity not exposed. Window:Wood Frame,2 Pane w/Low-E 228 0.300 68 Door.Glass 68 0.400 27 Basement:Solid Concrete or Masonry Exemption:Framing cavity not exposed. Floor:All-Wood JoisttTruss Over Uncond.Space — -- — — — Exemption:Framing cavity not exposed. Ceiling:Cathedral — -- -- -- -- Exemption:Framing cavity not exposed. 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 been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date KOCT 2 3 2011 BLDG.DEPT. 1001 u SOUTHOLD Project Title: — Report date: 10/22/12 Data filename: Page 1 of 4 CGenerated by REScheck-Web Software NJ( Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Albany County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6894 Climate Zone: 5 Ceilings: ❑ Ceiling:Cathedral Exemption:Framing cavity not exposed. Comments: Above-Grade Walls: ❑ Wall:Wood Frame, 16in.o.c. Exemption:Framing cavity not exposed. Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: Basement Walls: ❑ Basement:Solid Concrete or Masonry Exemption:Framing cavity not exposed. Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door:Glass,U-factor:0.400 Comments: Floors: (I Floor:All-Wood JoistlTruss Over Uncond.Space Exemption:Framing cavity not exposed. Comments: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Project Title: Report date: 10/22/12 Data filename: Page 2 of 4 Air Sealing and Insulation: " Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. 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. 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. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the Intemational Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Ej Circulating service hot water pipes are insulated to R-2. Project Title: Report date: 10/22/12 Data filename: Page 3 of 4 e 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. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: 0 Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (a)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: 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.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 10/22/12 Data filename: Page 4 of 4 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 0.00 Wall 0.00 Floor/Foundation 0.00 Ductwork(unconditioned spaces): Glass &Door Rating V-Factor SHGC Window 0.30 Door 0.40 NA Heating &Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: eneral Notes Sco e of Work N�RTti G p Existing residence to remain. Proposed addition to first ZONING CODE BUILDING DEPARTMENT INFORMATION I . All work shall be performed in strict accordance with the rules floor and basement as Indicated on plans. and regulations of the Southold Building Code and the New York Mlattituck,Southold State codes having Jurisdiction over any portion of the work. Code: Town of Southold Zoning Code Swffolk County,NY Zoning District RR Tmx# 1000-143-03-013 PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE 2. The general contractor and all subcontractors shall visit the site Additional C o n St r u ct I o n Notes I I SQUARE FOOTAGE ADDED: EXISTING PR - b and verify all dimensions and the existingl conditions covering or FIRST FLOOR AREA: 750 SQ.FT. 1,424 SQ.FT. affecting the work prior to construction. Any discrepancies or I . All portions of the proposed structure shall comply with ZONING REQUIREMENTS AND ANALYSIS omissions which would interfere with the satisfactory completion of the Building Code of the State of New York and the SECOND FLOOR AREA: 447 SQ.FT. FT. the work described herein shall be reported to the architect. Residential Code of the State of New York. Description Required Acetual DESIGN LOADS: ROOF: DEAD: 20psf,LIVE:20psf,SNOW:45psf Lot Size 20,000 SF 183,835 SF SECOND FLOOR NON SLEEPING AREA:DEAD:20;LIVE:40 3. Before starting work, the contractor !shall make a thorough 2. All portions of the proposed structure are designed to examination of those portions of the strwcture in which the work is comply with local geogra,chic and climactic criteria as Lot Width 75 FT 755 FT to be performed, checking all the adjoiniing or underlying locations. stated in the adjoining table. Lot Depth 120 FT 2550.96 FT ATTICS :WITHOUT STORAGE:DEAD : 10psf;LIVE : 10 psf - WITH STORAGE:DEAD: 10 psf;LIVE:20 psf Report to the architect any and all condiitions which may interfere with or otherwise affect or prevent the proper execution and 3. All structural elements are designed to be adequate for Front Yard 35 FT 455.2 FT STAIRS :DEAD: 10 ;LIVE:40 - GUARDRAILS&HANDRAILS :DEAD: 5 ;LIVE:200 completion of the work. Do not start the work until such conditions a ground snow load of 45 psi, and wind speed of 120 mph. Rear Yard 35 FT - have been examined and a course of actnon mutually agreed upon. EXPOSURE CATEGORY: C 4. Footings shall be at a minimum of 30" below finished Side Yard 15 FT 171.7 FT 4. Failure to notify the architect or the owner of unsatisfactory grade. Minimum Livable Floor Area/Dwelling Unit 850 SF 3,$82 SF SEISMIC DESIGN CATEGORY: B conditions will be construed as an acceptance of the conditions to Maximum Lot Coverage 25% - WIND ZONE: 120mph;Zone III-WITHIN 1 MILE FROM COAST, MISSILE D TEST APPLICABLE properly perform the required work. 5. Poured concrete 511011 have 'a compressive strength of PROTECTIVE GLAZING PANELS: 1/2"PRECUT PLYWOOD PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS.APPROPRIATE 2500 psi at 28 days. Maximum Building Height 35 FT 255'-8" OWNEP':HIP AND U'�E OF D°CUh1EfIL: 5. The execution of the work constitutes acceptance of the Maximum Number of Stories 2-1/2 2 ATTACHMENT HARDWARE SHALL BE INCLUDED.PANELS SHALL COVER ENTIRE GLAZED OPENING,INCLUDING THE SET OF DRAWIPICS AND SPFFIFICATIONS A_ INSTPUNEtIT', conditions. Later claims will not constitute relief from the G. Sill plates shall be preservative treated wood and be °E PROFESSIONAL THE A HITEC E ARE AND SHALE REIAPE THE PROPERTY °F THE AFCHITECT, THESE DOC UMF_Il'S ARE NOT TO requirements of the work, nor will extra compensation be paid by installed above PURPUS the I GO oz copper termite shield. BE P '" W"OLE °R IN PAPT, F°P ANY °T"EP P"O�EETa °P ES, OR BY AfIY OTHER PAPT]ES, THAN THOSE -POPEP.LY LUMBER SPECIES&GRADE: DOUGLAS FIR-LARCH SELECT STRUCTURAL GRADE Fb= 1450 si AUTH°PrZED BY C°NTPACT AND WITH SPECIFIC WRITTEN the owner. ° ° p AUTHORIZATI°H 7. Shingle siding shall conform to ASTM D 3G79 ENGINEERED LUMBER-LVL 1.9E Fb-2,600psi & 11 7/8"TJI/560SERIES MAXIMUM VERTICAL SHEAR-2,050 lbs G. All work is to conform with drawings and specifications of the requirements and be installed in accordance with the GEOGRAPHIC AND CLIMATIC DESIGN CRITERIA architect and engineer consultants. requirements of the Building Code of the State of New SHEATHING: FLOORS :(1)LAYER 3/4" CDX TONGUE&GROOVE SUB-FLOOR,GLUED&SCREWED KEY PLAN York and manufacturers specifications. Ground Wind Seismic Subject To Damage From Winter Ice Shield Flood 7. The general contractor Is to maintain a complete and u to date Snow Seed Design Weathering Frost Termite Decay Desigrn Underlayment Hazard WALLS :(1)LAYER 5/8"CDX APA RATED,NAILED WITH 8D @4"O.C. @EDGES,6"O.C.@INTERIORS;IF PNEUMATIC GUN g p p P IS USED NAILS SHALL BE.097- .099 NAIL 1-3/4" 3"O.C. ai EDGES 6"O.C. INTERMEDIATESe set of drawings on the job site at all timtes, including contract 8. An ice shield of self adhering polymer modified bitumen Load (mph) Category Line Temlp. Required G @ documents and specifications. sheet shall extend from the eave's edge to a min. of 24" Depth ROOF :(1)LAYER 3/4" CDX APA RATED,NAILED WITH 8D @.4"O.C.@ EDGES,6"O.C.@ 8. The contract documents and drawings are not to be inside the exterior wall perimeter. 45 psi 120 B Severe 36" Moderate Slight 11-0. Yes INTERIORS;IF PNEUMATIC GUNS ARE USED,NAILS SHALL BE.097-.099 NAIL 1-7/8",3"O.C.@ To Heavy To EDGES,6 O.C.@ INTERIORS scaled under any circumstances. Field approvals by the architect Moderate are required are required for final locations of exterior and interior E n e ray Co n se rva t I o n Notes partition walls, wall openings, electrical outlets and devices including light fixtures, mechanical deviCC.5 and equipment, plumbing I . All building envelope components shall comply with OCCUPANCY OR fixtures, and decorative surfaces and maiterials. Chapter G of the Energy conservation Code of the State of C.LrCTM1'00fiL USE IS UNLAWFUL 9. Furnish and supply all materials, labor„ and equipment as required New York. ' �" ( 7 oi; to perform and complete the work indicated In the contract �`� `��"77� WITHOUT CERTIFICATE 2. All lazin shall have �� max. U Factor of .40. pLV�;l31�� OF and drawings. g g `�. OF OCCUPANCY 3. Ceihn s shall be provided with a min. R-38 fiberglass �•. ALL,PLUM8INGYdASTE I O. It shall be the contractor's responsi�illty to ascertain all rovi g p g _ _ \ &WATER LINES NEED prevailing procedures including: storage and tollet facilities, batt insulation. \ TESTING PSFORE COVERING protection of existing work to remain, access to work area, hours 4. Exterior walls shall be provided with min. R-18 fiberglass ; ISSUE LOG: of permitted work, availability of water amd electric power, and all / PLUP14BER CERTIFICATION other conditions and restrictions, for thus articular location. batt Insulation. p 5. Floors shall be rovld�d with min. R- 19 fiberglass batt ON LEAD�!d►"VTENT BEFORE C- TfFICATE OF OCCUPANCY N I I . The general contractor shall take every precaution to protect SOLDER the existing work to remain. If work to remain becomes damaged insulation. p g ' USED IN WATER 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW SD during the course of operations, it will ble repaired to the owner's G. Basement walls shall be provided with min. R-9 ,.%� \�� Eli, SUPPLYSYSTEM CANNOT satisfaction, at no additional Polystyrene rigid Insulation. -. - -_ _ - . EXCEED 2110 OF 1% LEAD, cost. -- - _ 12. The general contractor shall obtain ainy and all permits required for the performance of the work, and also file the necessary Provide M5TA30 or equal ,l _ �� metal stra s over rid e to �u{ documents with the Department of Bulldlings In preparation for p g __ ____ � __.__......._.__....: permitting. R roof rafters - typ. @ I G" O.C. - (not applicable if collar ties ❑ ❑ ❑ are present) _ �.�. _ �..._,� _ _ - _.._..13. The general contractor shall make the necessary arrangements - -- RETAIN STORM WATER RUNOFF to utilities and services temporarily disceonnected while performing PURSUANT TO CHAPTER 236 the work as required, and maintained for temporary use. OF THE TOWN CODE. 14. The general contractor shall do all ciutting and chopping for all 0-3r-I 376 D X subcontractors and trades. : 22 D� E• B.P.# CON,PLY V� I ! HALL CODES OF FE : BY: „-_ NEW YORK STATE & TOWN CODES 15. The general contractor shall provide proper shoring and Provide (8) IOd common NOTIFY BUILDING DEPARTMENT AT AS REQUIRED Sy-0F: bracing for all remaining structure prior too removal of existing nails each end of collar ties �, 765-1802 8 AM TO 4 PM FOR THE structure. - typ. �Y , U FOLLOWING INSPECTIONS: HOLD TOWN . � Simpson E - /f.3 �' �t 1. FOU;�;DATIOtJ - TWO REQUIRED SOUTH N PLANNING BOARD I G. The general contractor shall be resplonsible for necessary Provide alternati, FOR POURED CONCRETE F12 * 1', !0 or equal '.:jrricane � patching and refinishing of the adjacent properties as required due straps to tie roof rafter to �, �' r� " Vent Thru 2. HOUGH - FRANINIG & PLU1.131 ING $OUT DTOWN TEES to contract work within the project site. dbl. late stud - t Roof 3. INSULATION p yp' DI\A"WI NG LIST 4. Flf,i,!1L - CGiv;TRUCT;ON iUST ----<- �_ -� • .S.DE, 17. The general contractor will be responsible for scheduling all A-0.00 COVER* BUILDING DEPARTMENT INFORMATION / BE COMPLETE FOR C.O. Inspections as required, including: - 3 ALL CONSTRUCTION SHALL MEET THE (a) foundation EX-1.00) EXISTING PLANS REQUIREMENTS OF THE CODES OF NEW (b) rough framing (c) rough electrical EX-2.00) EXISTING ELEVATIONS YO;K STATE. NOT RESPONSIBLE FOR A-1 .O0 PROPOSED PLANS DESIGN OR COPIISTRUCTION ERRORS. (d) rough plumbing (e) final electrical A-2.00 PROPOSED ELEVATIONS Bathroom (f) finish I2" ``('• A-3.00 BUILDING SECTIONS 18. Surplus material of every character r A-4.00 ELECTRICAL PLAN * SCHEDULES J"esulting from the work, I which may be left over during the work aind after the work Is A-5.00 WINDOW DOOR SCHEDULE 3 completed, shall be hauled away and the; site left entirely clean and Provide Simpson LPT4 or unobstructed on a regular basis. equal metal straps to tie rim board to dbl. plate I z° 19. Execute the work in a careful and orderly manner with the least - typ. @ I G"O.C. 2nd Floor Level 2nd Floor Level Possible disturbance to the public. Provide Simpson HG or IC.O. 20. The equal metal straps to tie 3„general contractor Is solely responsible for construction wall studs of both floors ���" safety and shall hold the owner, architect, and assigns harmless to plates � band Joist - typ. from litigation arising out of the contractors failure to provide @ I G" O.C. necessary construction safety means and methods. Kitchen I _� Z„ Bathroom Iz„ PROJEe Provide Simpson HG or MALEC�K�IDEW2 I . Perform the work In accordance with the highest standards and equal metal straps to tie wall 11, - established practices of the trade, and conform to all village, state, stud to plate * band joist IZ" I 730 BAY AVE and federal authorities having jurisdiction over this work. - typ. @ I G" 0.': 3" MATTITUCK, NY 22. Work specified shall be performed b; a in the supply required y subcontractors regularly Provide appropriate metal Iz" engaged h I and installation of work re d b these plate washer, nut * anchor Dw I " g g pp y q y bolt to tie sill plate to cone. I st Floor Level I st Floor Level DRAWING TITLE: specifications. foundation wall - typ. @ 0-0" COVER / TITLE SHEET O.C. (where I story), 3'-0" C.01 IC.O. 23. It is the intent that the contract documents and bid O.C. (where 2 stories) 12" 3" 3" specifications include all labor and maternal to accomplish a from corners of building complete installation. Bidders are requested to include any openings, 12" min. deep incidental work that might occur during the Job. After the signing of SEAL: DATE: 08.30.2012 the contract there will be no extra char es allowed for an lab Provide Simpson LPT4 or � y or or equal metal straps to tie (louse PROJECT NO: material necessary to complete the work whether exactly rim board to sill plate - typ. C O Trap DRAWING BY: described In these specifications and drawings or not. @ I G"O C I To A proved y c�"�EREQq r e 4 Sanitar em ys � CHK BY: �p4 ONY M �O\\� SHEET NUMBER: SIMPSON STRAPPING DIAGRAM PLUMBING RISER DIAGRAM `' � = C)� A- 0. 00 NTS NTS ' 006209 CAD FILE: N/A 5'-11 1/4" 12'-0 1/8" 12'-4 1/2" 12'-6 3/4" lo ol NCR rN 7'-11 7/8" 4'-0 1/4" 6'-2 1/4" 6'-2 1/4" 3'-7 7/8" ILI 5-2 7/8" S-7 7/8" lo ILI 141, BENCH F j RADIATOR 00 below-bench 18 - l BENCH 4 6 - DO _ FIREPLACE � DINNING 00 �, ROOM 5 - - W LO -CLOSET- 00 UVIN \ r M o - BEDROOM2 - 9 �� i c N Q1- — 2 POUFFE - � -- CREDENZA � _ = o F v N -CLOT - - Da 4 POUFFE TW cV Q 00 1 oo i TABLE CHIMNEY 9 owNERSHIP AND usE DF DDcuME^;Ts# - - DECK i U.C. REF I h,3 u F — 00 THE SET OF DRAWIII,S AND SPECIFICATIONS AS INSTRUMENTS - E.LKIT HEN = OF PRUFES'SIDIJAL SERVICE APE AND SHALL REMAI3! THE PPDPEPTY OF THE ARCHITECT, THE"L DOCUMENTS ARE NOT T❑ SO I RE USED IN WHOLE CR IN RAPT, FOP. A'�Y ❑THER PROJECTS OR PUPPDSES, OR BY ANY OTHER PARTIES, THAN THDSE PPOi'ERLY 00 AUTHOF']ZED BY CONTRACT AND WITH SPECIFIC WRITTEN 00 $1n AUTHOF IZATION 16 z D1�- - COUCH KITCHENDO M i D02 00 BATHROOM KEY PLAN M N // l 0 C SET r' O spa U.C. 10 o F N OPEN /W \ SHELVING ¢ 11 21 20 - N 2 � T / PROVIDE RAILING /GATE AT STAIR - UD / F �� 06 R OM = M — ATHLLJ �w1 - - Ft00M i WALLou WALL IN ICATES NEW i y I SHOWER o \ i ALL WINDOWS TO E REPLACED LAUNDRY 7 o Q -BED 0 O: 13 InROOMCLEANING ; SUPPLIES ISSUE LOG. - - 08 -- 9 o _ 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW 5'-11 1/4" 6'-11 5/8" 7'-6 1/8" 7'-7 3/8" '-3 1/2 6'-2 1/2" 6'-4 1/4" 2 SECOND FLOOR PLAN FIRST FLOOR PLAN __ 12'-6 3/4" _ SCALE: 1/4" = 1'-0" SCALE: 1/4 — 1 0 271'-0" 12'-0 7/8" 12'-3 3/4" 12'-6 3/4" - - - - - - - - - -� -- - `_- r - - - - - - - - - - - - -- I ®� I r- — — — — — — — — — — — — — �- - - - - - - - - - - - - -� I I I I I I R _ _.. _. I I i I I •• = .. ..... . .. - L' I I I I SERVICE ROOM V _ I i i I I D19 BUL M E HT SPACE EXISTING CRAWL I I ' I I j Fco L -, I I I •o I D18 .... ..-. .. ._. .. ... L I I ' I I I I • • I GO F I - - - - J co - - M I I I rn WINE-CELLAR co co I I I q Ia _ N I � I E --- - J - - - - - - - - - - - - o•: ,. o o a• c % PROJECT: — — — — — — — — — — p. I MALECKI RESIDENCE . . i I 730 BAY AVE MATTITUCK, NY NEW CRAWL SPACE � DRAWING TITLE: co CD PROPOSED FLOOR PLANS I I I I I °• I I I I I •a SEAL: DATE: 08.30.2012 - - - - - - - - - - - - - - - - - - - - -I L - - - - - - a d I PROJECT NO: `� DRAWING BY: CHK BY: ®r—2�jF :•�.�EREO q� 6 �OJA1 sy SHEET NUMBER: A; 17 -1 7/8 7 -2 3/4 111--- 12 -6 3/4 �,W ` A— 1 . 0 0 ROOF PLAN BASEMENT PLAN 0006 2°0�-,�" CAD FILE: 3 SCALE: 1/4 — 1 0 SCALE: 1/4" = 1'-0" �_ � N/A NOR rN EXISTING ROOF TO REMAIN. G.C.0 ❑ _ INSPECT AND REPAIR AS REQUIRED. 18"R&R WESTERN RED CEDAR SHINGLES,BENJAMIN OBDYKE, CEDAR BREATHERIHOMESLfCKER, j W/GRACE PERMA-BARRIER VPS, VAPORIWIND BARRIER OWNER.,HIF AND U .,..E OF DOCUMENT 5"HORIZONTAL WESTERN RED / __... CEDAR SIDING,BENJAMIN OBDYKE„ CEDAR BREATHERIHOMESLICKER, THE SET ❑ DRAWINGS AND SPECIFICATIONSDS Ac REMAIN TLdl Ts - - H T f I S N IERVP Po�E P TO OF P F SS[OH�I SERVICE APE AND P MAIN THf_ W/GRACEPERMABARR S PROPERT THE ARCHITECT HEcE noruMLNT APE NOT VAPOR/WINDBARRIER P USED WHOLE HPPRPARTI SA THOSE�P OPEPLY BE U LE ❑F'' N NY H AUTHORIZED BY CO oAUTHOF,IZAT OINHT.,FEGF]C WPITTEN U P Y H N U') - - -. - KEY PLAN N Ll ❑ El .... . . ISSUE LOG: O Z O 5 aj N O K 09.21.121 ISSUED TO BUILDING DEPT.FOR REVIEW 2 EAST ELEVATION 1 NORTH ELEVATION SCALE: 1/4" = 11-0" SCALE: 1/4" = V-0" I T ----- EE -- - - - - - - - - - / G ROJECT —ILI Ll IF IL ____�___ _. 730 BAY AVE MATTITUC , NY ..._... ........ .... ❑a -- ; DRAWING TITLE: EXTERIOR ELEVATIONS ............ ............... ❑ 0 ❑ El =lEll .. ............... ......................................... . ....... SEAL: DATE: 08.30.2012 PROJECT NO: DRAWING BY: A�\C.�EREDq�c CHKBY: `✓ OtAy ht %9 y� _SHEET NUMBER: WEST ELEVATION SOUTH ELEVATION ;I A- 2. 00 SCALE: 1/4 = 11-0" " 9 O �062� CAD FILE: SCALE: 1/4" = V-0" c� Q�, �NEW�%-' N/A - EXISTING RIDGE BEAM TO REMAIN 2 3 NOR rN STRUCTURAL 278"COLLAR TIE @ 16"O.C. 18"PREMIUM TAPER SAWN SHAKE,PRESSURE TREATED,BENJAMIN OBDYKE,CEDAR BREATHER, W/GRACE ICE&WATER SHEILD WATERPROOFING 7 _ MEMBRANE 4 4"CDX PLYWOOD OVER 2'X10"ROOF .. _ RAFTERS / / ALL ROOFING TO BE INSULATED I 1 WITH BLOWN FOAM FROM NATURALJUL a o - / POLYMERS,NATURAL THERM.FOR R-38 FILL ENTIRE CAVITY W/OPEN --- EDROOM EXISTING HA Li, EXISTING BATH CELL.5 LB. LL \ RAFTER TAILS TO BE EXTENDED& NOTCHED ON TOP PLATE -7711 18"R&R WESTERN RED CEDAR00000 SHINGLES,BENJAMIN OBDYKE, CEDAR BREATHER/HOMESLICKER, _ _ __ _.__.._.-..__. ... ................_..... OWNFPSHIP AND uSE OF DOr LiI ENTS I � W/GRACEPERMA-BARRIERVPS, _......._...... ............. ... . VAPOWIND BARRIER THE FSET OF DAWINGS AND SPECIFICATIOII'> AS INSTPUCIENTS O PFf"ESSIONAL SERVICE ARE AND SHALL REMAIN THE _____._.... ... .._.__.._______._._. ... ,.„ PPUPEPTY OF THE ARCHITECT, THESE DOCUMENTS ARE NOT TO DC USED 114 WHOLE OR IN PART, FOR' ANY OTHEP PROJECT- ❑P OPEN TO u � , v AtJY TH PA TIEa, THAN THO',C PR❑PERLY OPEN TO E.I.KIT. OPEN TO E.I.KIT. ALL EXTERIOR WALLS TO BE4"CDX / AlITHOPIZED BY CONTRACT AND WITH SPECIFIC WRITTEN PLYWOOD W/2'X6"STUDS / EXISTING BEDROOM NEW BATH KITCHEN AUTHORIZATIOIJ EXISTING DINING RM. EXISTING KITCHEN EW MUD ROO / NEW FDROOM ---...._...._..__....__..... NEW FLOORS TO BE FRAMED Wl4" ......... .... ��l T&G PLYWOOD GLUED AND KEY PLAN' SCREWED OVER 2 X10"FLOOR JOISTS ALL EXTERIOR WALLS TO BE INSULATED W/BLOWN FOAM FROM NATURAL POLYMERS,NATHURAL THERM.FOR R-22 FIRST 1"OF I EXISTING NEW CAVITY CLOSED CELL 2.0 LB.& EXISTING NEW i CAVITY TO BE FILLED W/OPEN CELL CRAWL SPACE CRAWL SPACE CRAWL SPACE CRAWL SPACE / .5L6. EXISTING BASEMENT I I I I I ISSUE LOG: L _ J L — J 0 o zLn N 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW 2 SECTION SECTION SCALE: 1/4" - 1 -0 SCALE: 1/4 1 0 I I 2"GWB ONALL WALLS& CEILINGS, TYP. MECHANICAL ATTIC SPACE i 1"X6"IPE IRONWOOD DECKING / STRUCTURAL 2'X8"COLLAR TIE @ EXISTI ED 000 EXISTING HALL EXISTING BEDROOM 2'X4"SLEEPERS SCARFED TO PROVIDE 16"O.C. 1'X6"IPE IRONWOOD DECKING AFIV R ADEQUATE PITCH OVER 4"T&G CDX PLYWOOD&EPDM RUBBER ROOFING 18°PREMIUM TAPER SAWN SHAKE,PRESSURE LLI \ ` ------ -- MEMBRANE � 2"X4"SLEEPERS SCARFED TO ON TREATED,BENJAMIN OBDYKE,CEDAR BREATHER Wl _ ` 2"X12"CEILING JOISTS SCARFED TO GRACE ICE&WATER SHEILD WATERPROOFING PROVIDE PITCH 4" ON PROVIDE ADEQUATE PITCH _ T&G CDX PLYWOOD&EPDM "CDX PLYWOOD OVER 2B9e69 RUBBER ROOFING MEMBRANE RAFTERS - 2"GWB ON ALL WALLS& DBL.2'X6"TOP PLATE EXISTING FIREPLACE �� V`TO REMAIN / PROVIDE DRAIN SCUPPERS w AZEK TRIM BOARDS O OPEN TO DINING CEILINGS, TYP. ALL EXTERIOR TRIM TO BE WHITE / 2'X12"CEILING JOISTS SCARFED TO " N EAT IN KITC N STAIR OPENING FRAMED W/ 3 1-7/8" PROVIDE PITCH O �� 1 X4 PAINTED WOOD CEILINGa. G 92"LVL G.P.MICROLAMS -11 EXISTING KITCHEN �/ Q 19 E.I.KITC VX6"IPE IRONWOOD DECKING PROJECT: 8"P.CONIC. WALL EXISTING MALECKI RESIDENCE CRAWL SPACE 730 BAY AVE GRACE HYDRODUCT 200,GEOCOMPOSITE EXISTING BASEMENT NEW BASEMENT MATTITUCK, NY LAYER DRAINAGE BARRIER, OVER TREMCO, TUFF-N-DRY SPRAY-ON WATERPROOFING DRAWING TITLE: NEW BASEMENT ON CONCRETE WALL 77== BUILDING SECTIONS ZABEL-POLYLOCK TRENCH DRAIN, CONNECTED TO DETENTION 7777= SYSTEM @ FOOTING fli SEAL: DATE: 08.30.2012 ALL NEW FOOTINGS AND PIERS MUST BEAR ON PROJECT NO: UNDISTURBED VIRGIN SOIL,FREE OF MUD, ED R WATER,ICE,DEBRIS,ETC. s DRAWING BY: � ANY M. S yj� CHK BY: TrA SHEET NUMBER: 4"CONCRETE SLAB W/WWM 6X6 "I OVER GRACE FLORPRUFE 120 �+ A300. 00 SECTION 1 VAPOR BARRIER SECTION p 0°' 3 � 0062 SCALE: 1/4 = 1 -0 SCALE: 1/4" = 1'-0" OFNc�1`��O�i CAD FILE: 4"RIGID INSULATION BOARD BELOW N/A SLAB OVER 4"GRAVEL '- /VOR rH BENCH RADIATOR (below enc BENCH i FIREPLACE ` DINNING ROOM CLOSET LIVING BEDROOM #2 ROOM i o POUFFE sD CREDENZAui Li GFI CLOSET Z BEDROOM #1 so DECK POUFFE . m Q TABLE CHIMNEY C. REF OWUERSHIP AHD USE OF DOCUMENTS, GFI Ca THE CET OF DRAWINGS AND SPECIFICATIONS AS TNSTELdENTS ca $� E.LKITGHEN OF PROFESSIONAL CEP.VICE APE AND SHALL FEMAIN THE PROPERTY OF TH_ ARCHITECT THESE DOCUMENTS ARE NOT TO DE USED IN WHOLE OR 11J PART, FOR ANY OTNCP PROJECTS OR / G —''�� ! $� O Al PURPO,ES, OR BY ANY OTHEP PARTIES, THAN THOSE PROPERLY HALL / P8 AUTHORIZED BY CONTRACT AND WITH SPECIFIC WRITTEN A4 A5 AUTHORIZATION. COUCH KITCHEN BATHROOM P2 KEY PLAN: A3 P1 A2 1® P11 po C SET O P9 I U.C. A6 ZE LLJ i OPEN / so P6 P7 SHELVING N MUD 3 ROOM P4 BATH m ROOM SHOWER 8 A8 o AUNDRY ¢_ BED ROOM P5 CLEANING ISSUE LOG: SUPPLIES o GFI W N a $ y O � N 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW 2 SECOND FLOOR POWER PLAN FIRST FLOOR POWER PLAN SCALE: 1/4" = 1'- " SCALE: 1/4" = 1'-0" 0 ELECTRICAL SYMBOLS VO CENTRAL VACUUM �1 UC REFRIGERATOR N—H TV OUTLET AT 60" AFF P6cUC PLUG MOLD W. UNDER COUNTER LIGHT �2 UC FREEZER T � ELECTRICAL PANEL TV OUTLET SET HORIZ IN BASE U.O.N. COAXIAL N, JACK, WIRE & 3 RANGE (� PLATES TO BE INSTALLED BY G.C. AREA TO �C FER TO IN BASE U.O.N. 1/2 SWITCHED, SET HORIZ �F WIRE FOR FUTURE T.V. / MECHANICAL DRAWINGSIEVE FORENT H ONIES AND SPECIFICATIONS4 NEW COAXIAL TELEVISION, JACK, WIRE , PLUMBING FIXTURE SCHEDULE ALL FIXTURE FINISH TO BE SATIN NICKEL OR SI'd HOOD DUPLEX OUTLET, SET HORIZ IN BASE U.O.N. & PLATES TO BE INSTALLED BY G.C. SET HORIZ IN BASE U.O.N. ITEM �5 MICROWAVE GFl LOC. MARK MANUFACTURER COLLECTION MODEL# COLOR/FINISH REMARKS DUPLEX FLOOR OUTLET BRUSHED SD CEILING MOUNTED SMOKE DETECTOR - REQUIRES O THERMOSTAT REMOTE SENSORS, PAINT TO MATCH WALL QT. DESCRIPTION STAINLESS COVER PLATE 1-18/4 FIRE WIRE (SEE RCP FOR DETAILS) �6 DISHWASHER CEILING MOUNTED CARBON MONOXIDE DETECTOR - 1 FAUCET O DUPLEX FLOOR OUTLET 1/2 SWITCHED, CO 7 BRUSHED STAINLESS COVER PLATE REQUIRES 1-18/4 FIRE WIRE (SEE RCP FOR DETAILS) WIRELESS ACCESS POINT WASHING MACHINE (LOCATE 7'AFF) z J QUAD OUTLET tel/data jack on base LuP1 1 UNDERMOUNT SINK g LA- M-millwork, F-floor v � DRYER RADIANT FLOORING CONTROLS �� TEL/DATA WIRING, SET HORIZ IN BASE U.O.N., TEL/DATA, DUPLEX OUTLET, 1/2 SWITCH OUTLET ® QUANTITY & WIRE TYPE TO BE SELECTED BY ®IF Y 1 HAND SPRAY AUDIO/VIDEO CONSULTANT M-millwork, F-floor v ( j O� tel/data jack on W-wall, F-floor RE F TEL/DATA, QUAD OUTLET P2 1 POT FILLER J �` -{-arD-w TEL/DATA DS DOOR SWITCH QUANTITY & WIRE TYPE TO BE SELECTED BY AUDIO/VIDEO CONSULTANT 1 LAVATORY FAUCET ` GENERAL NOTES: 1. ALL KEYPAD HEIGHTS TO BE 4' ABOVE FINISHED FLOOR TO CENTER OF KEYPAD 1 LAVATORY SINK O G 2. ALL ELECTRICAL OUTLETS LOCATEID IN THE ^ BASEBOARD ARE TO BE CENTERED VERTICALLY APPLIANCE SCHEDULE 0O -1 P5 1 TOILET 3. ALL ELECTRICAL OUTLETS LOCATEID IN ITEM ~ � BACKSPLASH ARE TO BE CENTERED IN THE LOC. MARK MANUFACTURER COLLECTION MODEL# COLOR/FINISH REMARKS m P6 1 BATHTUB SECOND TILE ABOVE COUNTERTOP. U.O.N. OT. DESCRIPTION (COORDINATE WITH STONE CONTRACT(OR) Al 1 U.C. REFRIGERATOR - - - CUSTOM PANEL - P7 1 SHOWER BODY PROJECT: 4. VERIFY ALL SECURITY ELECTRICAL REQUIREMENTS WITH SECURITY CONSULTANT MALECKI RESIDENCE A2 1 U.C. FREEZER - - - CUSTOM PANEL - 730 BAY AVE MATTITUCK, NY z A3 1 DISHWASHER - - - CUSTOM PANEL - 1 LAVATORY FAUCET _ — P8 DRAWING TITLE: POWER / DATA PLANS & Y A4 1 RANGE / OVEN - 36" GAS RANGE - STAINLESS STEEL - F , LAVATORY SINK A5 1 HOOD - PRO WALL HOOD - STAINLESS STEEL - p -1 P9 1 TOILET PLUMBING / APPLIANCE SCHEDULE Cn SEAL: DATE: 08,.30.201 2 A6 1 MICROWAVE - - - STAINLESS STEEL - m 10 1 BATHTUB PROJECT NO: DRAWING BY: A7 1 WINE REFRIGERATOR - - - T.B.D. - 11 1 SHOWER BODY ONY M C,S� CHK BY: m SHEET NUMBER: A8 1 WASHER DRYER - - - f 4. / T.B.D. STACKABLE UNIT A— f 4. 00 '9 0062 �^� CAD FILE: oF►vc N/A - NCR rN WINDOW SCHEDULE DOOR SCHEDULE FIRST FLOOR FIRST FLOOR WINDOW LOCATION MODEL R/O W X H HEADER HT. A.F.F. MATERIAL TYPE HARDWARE REMARKS DOOR LOCATION FROM-TO SIZE W X H X D MATERIAL TYPE HEAD JAMB SILL HARSDWARE REMARKS DOOR SET TGUEST BEDROOM MARVIN-WOODRIGHT DOUBLE HUNG 2'-2" X 4'-3" - WOOD FRAME WITH GLASS D.H. - - D01 ENTRY TO FOYER 2'-8" x 6'-8" x 1 WOOD DOOR A X/XXX X/XXX X/XXX F.P.S.C. EXTERIOR DOOR D01 2 LIVING ROOM MARVIN-WOODRIGHT DOUBLE HUNG 3'-8" X 4'-3" - - D02 FOYER TO LIVING ROOM 2'-8" x 6'-8" x 1 D02 3 LIVING ROOM MARVIN-WOODRIGHT BAY 1 -81X 4 3 (X2) D03 FOYER TO GUEST ROOM 2'-4" x 6'-8" x 1 D03 -1 4 DINING ROOM MARVIN-WOODRIGHT DOUBLE HUNG 1'-8" X 4'-3" - - D04 GUEST ROOM TO CLOSET 1'-10" x 6'-8" x 1 BARN DOOR D04 W DINING ROOM MARVIN-WOODRIGHT BAY 2'-11 X 4-3 & 1'-8"X 4'-3" (X2) - - D05 GUEST ROOM TO BATH 2'-6" x 6'-8" x 1 6 DINING ROOM MARVIN-WOODRIGHT DOUBLE HUNG 1'-8" X 4'-3" - - D06 BATH TO MUDROOM 2'-6" x 6'-8" x 1 POCKET DOOR D06 E.I.K. MARVIN-WOODRIGHT DOUBLE HUNG 2'-7" X 4'-3" - - D07 WUDROOM TO LAUNDRY (2) 1'-8" x 6'-8" x 1 " 7 DOUBLE DOOR D07 E.I.K. MARVIN-WOODRIGHT DOUBLE HUNG 3'-0" X 4'-3" D08 WUDROOM TO SIDE ENTRY 2'-8" x 6'-8" x 1 EXTERIOR DOOR D08 OWNERSHIP AIJD USE OF DOi-UMENTS NTS ' D09 E.I.K. TO REAR ENTRY 2'-8" x 6'-8" x 1 " EXTERIOR DOOR D09 THE SET ❑F PROFESSIONAL DRAWING, AND E APE AND SHALL AS REMAIN THE 9 E.I.K. MARVIN-WOODRIGHT DOUBLE HUNG 3 -0 X 4 -3 OF PROEESSHE A SERVICE APE AND SHALE REMAIN THE F'P�PERTY OF THE ARCHITECT THESE DOCUMENTS APE NOT TO W " D10 E.I.K. TO SIDE ENTRY 2'-8" x 6'-8" x 1 EXTERIOR DOOR D10 BE USED IN WHOLE ❑R T PART, FOR ANY c HER PROJECTS OR 10 E.I.K. MARVIN-WOODRIGHT DOUBLE HUNG 1 -8 X 2 -6 PUR UTHO NP BY ANY OTHER PARTIES. THAN THOSE ITTEN EY AUTHORIZCD BY CONTRACT AND WITH SPECIFIC WPITTEN AUTHORIZATION. W E.I.K. MARVIN-WOODRIGHT DBL. CASEMEN 3'-7" X 4'-3" 11 MUDROOM MARVIN-WOOD RIGHT DOUBLE HUNG 2'-3" X 4'-3" SECOND FLOOR KEY PLAN 12 W MUDROOM MARVIN-WOODRIGHT DOUBLE HUNG 2'-3" X 4'-3" D12 HALL TO BED 1 2'-6" x 6'-8" x 1 D12 13 W BATHROOM MARVIN-WOOD RIGHT DOUBLE HUNG 2'-4" X 4'-3" D13 BED 1 TO CLOSET 2'-6" x 6'-8" x 1 D13 14 W GUEST ROOM MIARVIN-WOODRIGHT DOUBLE HUNG 2'-4" X 4'-3" D14 HALL TO BED 2 2'-6" x 6'-8" x 1 D14 15 D15 BED 2 TO CLOSET 2'-6" x 6'-8" x 1 D15 SECOND FLOOR D16 HALL TO BATH 2'-6" x 6'-8" x 1 D16 D17 BATH TO DECK 2'-8" x 6'-8" x 1 EXTERIOR DOOR D17 W BEDROOM 1 MIARVIN-WOODRIGHT DOUBLE HUNG 2'-4" X 4'-3" 16 W BEDROOM 1 MIARVIN-WOODRIGHT DOUBLE HUNG 2'-4" X 4'-3" BASEMENT W BEDROOM 1 MARVIN-WOODRIGHT DOUBLE HUNG 2'-4" X 3'-3" D18 WINE CELLAR (2) 2'-8" x 6'-8" x 1 D18 1 ISSUE LOG: W BEDROOM 2 MARVIN-WOODRIGHT DOUBLE HUNG 2'-4" X 4'-3" D19 �UECHANICAL ROOM 2'-8" x 6'-8" x 1 D19 0 19 Z 0 N 20 BATHROOM MARVIN-WOODRIGHT DOUBLE HUNG 2'-4" X 3'-3" = W STAIR MARVIN—WOODRIGHT AWNING 2'-4" X 1'-9° 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW 21 W BASEMENT WINDOW 1'-10" X 1'-0" GENERAL NOTES 22 BASEMENT B 1. SUBMIT 'TFREE (3) COPIES OF THE HARDWARE SCHEDULE. FOLLOW DOOR AND HARDWARE INSTITUTEE (DHI) GUIDELINES FOR SCHEDULING. FURNISH INITIAL DRAFT OF SCHEDULE AT THE EARLIEST( POSSIBLE DATE, IN ORDER TO FACILITATE THE FABRICATION OF OTHER WORK. FURNISH FINAL SCHEDULE AFTER SAMPLES HAVE BEEN APPROVED. 2. PRIOR RID SUBMITTAL OF THE FINAL HARDWARE SCHEDULE AND DELIVERY OF HARDWARE, SUBMIT TONE (1) SAMPLE OF EACH EXPOSED HARDWARE UNIT. SAMPLE WILL BE REVIEWED BY THE ARCHITECT FOR DESIGN, COLOR, AND TEXTURE ONLY. COMPLIANCE WITH OTHER REQUIREIMENTS IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. SAMPLES APPROVED BY THE ARCHITECT SHALL BE TURNED OVER TO THE OWNER FOR ATTIC STOCK. 3. DO NOT PROCEED WITH INSTALLATION OF HARDWARE UNTIL SAMPLES HAVE BEEN APPROVED. APPROVED SAMPLES MAY BE INSTALLED IN THE WORK AFTER SUBSTANTIAL COMPLETION OF WORK. 4. PROVIDE KEY SCHEDULE SHOWING ALL KEY NUMBERS AND SPACES TO WHICH EACH PERMITS ENTRY SHALL BE PROVIDED. CONSULT WITH THE OWNER, AND PROVIDE NECESSARY ASSISTANCE REQUIRED FOR DEVELOPMENT OF THE SCHEDULE BEFORE SUBMITTING FINAL KEY SCHEDULE. AFTER FINAL APPROVAL HAS BEEN RECEIVED, THE SCHEDULE ALONG WITH THE KEY GATHERING ENVELOPES CONTAINING KEYS FOR EACH LOCK, ENDORSED WITH LOCK NUMBER AND SPACE DESIGNAITIONS, SHALL BE TURNED OVER TO THE OWNER. 5. THE HARDWARE PER THE MANUFACTURERS SHALL PROVIDE FULL REPLACEMENT WARRANTIES, AS PER THE LIST BELOW. REPLACEMENT WARRANTIES SHALL NOT INCLUDE ANY LABOR COST. A. SURFACE CLOSERS 25 YEARS B. EXIT DEVICES 3 YEARS C. LOCKSETS 1 YEAR D. BALANCE OF HARDWARE 1 YEAR �6. PROVIDE: DOOR SILENCERS AT ALL DOORS, AS REQUIRED, AND AS APPLICABLE PER DOOR DETAILS. �O G� PROJECT: MALECKI RESIDENCE 730 BAY AVE MATTITUCK, NY DRAWING TITLE: WINDOW SCHEUDLE SEAL: DATE: 08.30.2012 PROJECT NO: DRAWING BY: �,��REDgRc CHKBY: 01V A4 S SHEET NUMBER: a xx - 5. 00 0O6Z�� CAD FILE: �F ! �o� ; NSA - NORTH 24'-4 5/8" lo 11 5'-11 1/4" 12'-0 1/8" 12'-4 1/2" 6'-5" RADIATOR FG `C4 d ^ I f CV FIREPLACE CLOSET DINNING ROOM BEDROOM #2 „ o «, LIVING CLOSET ', � ROOM BEDROOM #1 CHIMNEY F OWNERSHIP AND USE OF DDCUMLNTS � t^ THE SET [IF DRAWIN,S AND SPECIFICATIONS AS INSTRUMENT; OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE O PROPERTY OF THE APCHITECT. THESE DOCUMIfJT� ARE NOT TO RE UCED IN WHOLE ❑R. IN PART, FOR ANY OTHER PF'OJECTS OR PURPOSES, OR BY ANY ❑THER, PARTIES, THAN THOSE FEOPERLY HALL O 0 r- AUTHORIZED BY CONTRACT AND WITH SPECIFIC WRITTEN AUTHORIZATION F KITCHEN SUNROOM In OO BATHROOM M KEY PLAN � \ ® 04 PANTRY O O. UNDER STAIRS RADIATOR O BED LAUNDRY ROOM o tM Lo tr7 I o O I BATH co ROOM ISSUE LOG: g 0 N s N o w 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW 5'-11 1/4" 17'-1 7/8" 7'-2 3/4" 6'-5" 2 EXISTING SECOND FLOOR PLAN EXISTING FIRST FLOOR PLAN SCALE: 1/4 1 0 SCALE: 1/4 _ 1 0 12'-0 7/8" 12'-3 3/4" ' I - - - - - - - - - - - -- - � I I I - - - - - - - - - --- - - - - -� I I I F co - - - - - -� _I I I co CELLAR WINE CELLAR F i I I I N CRAWL o I ExIST1Nc I I I SPACE _ _ v <O L — — — — — to `v- - - - - - - - - - co co __. _.. 04 I � I co PROJECT: _ I I I I r MALECKI RESIDENCE 730 BAY AVE MATTITUCK, NY cto � DRAWING TITLE: o EXISTING FLOOR PLANS I I I I I I L - - - - - - - - - - - - - - -- - - - -i SEAL: DATE: 08.30.2012 I PROJECT NO: — — — — — DRAWING BY: 17'-1 7/8" 7'-2 3/4" CHK BY: RED �- ONY MA�CS� SHEET NUMBER: 24 4 5/8 � A�' 0 .� EX- 1 . 00 EXISTING ROOF PLAN EXISTING BASEMENT PLAN '� 0 O p� � CAD FILE: 3 N/A - SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" � o 00620 0�,>_ N�RrN y I \ OWNERSHIP AND UCE OF DOCUMErJTC THE SET OF DPAWIPIGS AND 7PECIFICATION_ AS INSTRUMENTS // - -- - -- - - - OF PPDFES,IONAL SERVICE ARE A!ID SHALL REMAIN THE B PEPD YI WHOLE ❑L AORHINEPA T,TFOP ANY EPJ PROJECTS ❑P P ❑ T D i E R NOT TO B N H E � N H ❑ PLI'PO-ES, OR BY ANY OTHER PAPTIES, THAN THOSE PROPERLY AUTHORIZED BY CONTRACT AND WITH SPECIFIC WRITTEN / - AUTHOPIZATION 0.1 LO KEY PLAN' Ono --- 4F��� .I ISSUE LOG: O 2 O a 5 o � 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW 2 EXISTING EAST ELEVATION EXISTING NORTH ELEVATION SCALE: 1/4 . 1 -0 SCALE: 1/4 1 0 ........... EE O 5 \ G -- PROJECT MALECKI RESIDENCE MATTITU CK, NY Lid _.... DRAWING TITLE: XI TIN EXTERIOR V EXISTING E TER OR ELEVATIONS 0 _ SEAL: DATE: 08.30.2012 PROJECT NO: •, r�.�ERED� DRAWING BY: \ ONY M C,y CHK BY: A s9� tl\ SHEET NUMBER: � G EXISTING SOUTH ELEVATION EXISTING WEST ELEVATION EX- 2400 _ SCALE: 1/4" = 1'-0" 0062 .! SCALE: 1/4 1 0 / OP N� CAD N/A A - N�RrN General Notes Scope of Work Existing residence to remain. Proposed addition to first ZONING CODE BUILDING DEPARTMENT INFORMATION I . All work shall be performed in strict accordance with the rules floor and basement as indicated on plans. and regulations of the Southold Building Code and the New York Mattituck, Southold State codes having jurisdiction over any portion of the work. Code: Town of Southold Zoning Cocde Suffolk County,NY PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE Zoning District RR Tax# 1000-143-03-013 2. The general contractor and all subcontractors shall visit the site Additional Construction Notes SQUARE FOOTAGE ADDED: EXISTING PROPOSED and verify all dimensions and the eex15ting conditions covering or FIRST FLOOR AREA: 750 SQ.FT. 1,424 SQ. FT. affecting the work prior to construction. Any discrepancies or I . All portions of the proposed structure shall comply with ZONING REQUIREMENTS AND ANALYSIS SECOND FLOOR AREA: 447 SQ. FT. 447 SQ.FT. omissions which would interfere writh the satisfactory completion of the Building Code of the State of New York and the the work described herein shall b<e reported to the architect. Residential Code of the State of New York. Description Required Actual DESIGN LOADS: ROOF: DEAD: 20psf; LIVE:20psf; SNOW:45psf 3. Before starting work, the contractor shall make a thorough 2. All portions of the proposed structure are designed to Lot Size 20,000 SF 18,835 SF SECOND FLOOR NON SLEEPING AREA: DEAD:20;LIVE:40 examination of those portions of tthe structure in which the work 15 comply with local geographic and climactic criteria as Lot Width 75 FT 75 FT to be performed, checking all the: adjoining or underlying locations. stated in the adjoining table. Lot Depth 120 FT 250.96 FT ATTICS : WITHOUT STORAGE : DEAD : 10psf;LIVE : 10 psf - WITH STORAGE: DEAD : 10 psf;LIVE:20 psf Report to the architect any and aill conditions which may interfere with or otherwise affect or prevent the proper execution and 3. All structural elements are designed to be adequate for Front Yard 35 FT 45.2 FT STAIRS : DEAD: 10;LIVE:40 - GUARDRAILS&HANDRAILS : DEAD: 5 ;LIVE:200 completion of the work. Do not sltart the work until such conditions a ground snov.! load of 45 psi, and wind speed of 120 mph. Rear Yard 35 FT - have been examined and a course of action mutually agreed upon. EXPOSURE CATEGORY: C 4. Footings shall be at a minimum of 3G" below finished Side Yard 15 FT 17.7 FT 4. Failure to notify the architect csr the owner of unsatisfactory grade. Minimum Livable Floor Area/Dwelling Unit 850 SF 3,882 SF SEISMIC DESIGN CATEGORY: B conditions will be construed as an acceptance of the conditions to � o WIND ZONE: 120mph;Zone III-WITHIN I MILE FROM COAST, MISSILE D TEST APPLICABLE properly perform the required work. 5. Poured concrete shall have a compressive strength of Maximum Lot Coverage 25/o - /o 2500 psi at 28 days. Maximum Building Height 35 FT 25'-8+' PROTECTIVE GLAZING PANELS: 1/2" PRECUT PLYWOOD PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS.APPROPRIATE 5. The execution of the work constitutes acceptance of the Maximum Number of Stories 2-1/2 2 ATTACHMENT HARDWARE SHALL BE INCLUDED. PANELS SHALL COVER ENTIRE GLAZED OPENING,INCLUDING conditions. Later claims will not C(Onstltute relief from the G. Sill plates shall be preservative treated wood and be requirements of the work, nor will extra compensation be paid by installed above. the I GO oz copper termite shield. the owner. LUMBER SPECIES&GRADE: DOUGLAS FIR-LARCH, SELECT STRUCTURAL GRADE,Fb= 1450psi rat `, t=L "� it "`.�i..� ,':ail _r.'__ .� ., I..- 7. Shingle siding shall conform to ASTM D 3G79 ENGINEERED LUMBER- LVL 1.9E Fb-2,600psi & 11 7/8"TJL'560SERIES MAXIMUM VERTICAL SHEAR-2,050 lbs G. All work is to conform with drawings and specifications of the requirements and be installed in accordance with the GEOGRAPHIC AND CLIMATIC DESIGN CRITERIA architect and engineer consultants. requirements of the Building Code of the State of New SHEATHING: FLOORS :(I)LAYER 3/4"CDX TONGUE&GROOVE SUB-FLOOR,GLUED& SCREWED KEY PLAN, York and manufacturers specifications. Ground Wind Seismic Subject To Damage From Winter Ice Shield Flood WALLS :(1)LAYER 5/8 CDX APA RATED,NAILED WITH 8D a,4 O.C. @ EDGES,6 O.C. @ INTERIORS; IF PNEUMATIC GUN 7. The general contractor is to miamtain a complete and up to date Snow Seed Design Weathering Frost Termite Decay Design Underlayment Hazard „ 0 set of drawings on the job site at; all times, including contract (5. An ice shicld of self adhering polymer modified bitumen Load (mph) Category Line Temp. Required IS USED,NAILS SHALL BE.097- .099 NAIL 1-3/4",3 O.C. a;EDGES,6 O.C. (01, INTERMEDIATES documents and specifications. sheet shall extend from the Cave's edge to a min. of 24" Depth ROOF:(])LAYER 3/4"CDX APA RATED,NAILED WITH 8D @ 4"O.C. @ EDGES,6"O.C. cL - -I- 8. The contract documents and dlrawings are not to be inside the exterior wall perimeter. INTERIORS;IF PNEUMATIC GUNS ARE USED NAILS SHALL BE.097-.099 NAIL 1-7/8",3"O.C. @ 45 psi 120 B Severe 36" Moderate slight I 1-83 Yes To Heavy To EDGES,6"O.C. « INTERIORS scaled under any circumstances. (Field approvals by the architect Moderate -� are required are required for finall locations of exterior and interior n e r Conservation Notes partition walls, wall o enin s, electrical outlets and devices including light fixtures, mechanicall devices and equipment, plumbing I j`, _. fixtures, and decorative surfaces ,and materials. I . All building envelope components shall comply with Chapter G of Vle Energy Conservation Code of the State of 9. Furnish and supply all materials, labor, and equipment as required New York. -- ' - to perform and complete the work indicated in the contract 2. All glazing shall have a max. U Factor of .40. documents and drawings. 10. It shall be the contractor's responsibility to ascertain allLi 3. Ceilings shall be provided with a min. R-38 fiberglass j' prevailing procedures including: storage and toilet facilities, batt insulation. j ISSUE LOG protection of existing work to rennain, access to work area, hours of permitted work, availability of mater and electric power, and all 4. Exterior walls shall be provided with min. R- 1 8 fiberglass other conditions and restrictions„ for this particular location. batt insulation. �j10 ® ® w 5. Floors shall he provided with min. R- 19 fiberglass batt I I . The general contractor shall take every precaution to protect insulation. 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW the existing work to remain. If worrk to remain becomes damaged during the course of operations, ut will be repaired to the owner's � 06.11.13 ISSUED TO BUILDING DEPT.FOR REVIEW satisfaction, at no additional G. Basement walls shall be provided with min. R-9 � � ❑ _ Polystyrene rigid insulation. cost. 12. The general contractor shall obtain any and all permits required ® �� �� ❑ for the performance of the work, and also file the necessary Provide M5TA30 or equal documents with the Department c)f Buildings in preparation for metal straps over ridge to - n permitting. roof rafters - typ. @ I G" O.C. LJ y (not applicable if collar ties - - - - - - - -- - -- - -- - - - -- - ---- --=- 13. The general contractor shall mmake the necessary arrangements arepresent) to utilities and services temporarily disconnected while performing the work as required, and maintained for temporary use. 14. The general contractor shall dlo all cutting and chopping for all subcontractors and trades. 15. The general contractor shall provide proper shoring and Provide (8) 1 Od common bracing for all remaining structure prior to removal of existing nails each end of collar ties structure. - typ. I G. The general contractor shall b)e responsible for necessary Provide alternating Simpson atchin and refinishin of the ad acent ro erties as required due H2 H I 0 or equal hurricane p g g Jl p p q straps to tie roof rafter to \;'ent Thru to contract work within the projecct Slte. dbl. late it stud - t p yp. D FZAWI N G LIST 17. The general contractor will be; responsible for scheduling all A-0.00 COVER t- BUILDING DEPARTMENT INFORMATION inspections as required, including.: (a) foundation IEX_1 .00 EXISTING PLANS (b) rough framing '.EX-2.00 EXISTING ELEVATIONS (c) rough electrical rou h in ,A-1 .00 PROPOSED PLANS (d) J p lumb g .✓ Bathroom.A-200 PROPOSED ELEVATIONS (e) final electrical (f) finish A-3.00 BUILDING SECTIONS ' . 18. Surplus material of every character resulting from the work, A-4.00 ELECTRICAL PLAN * SCHEDULES which may be left over during the work and after the work is A-5.00 WINDOW DOOR SCHEDULE 3 completed, shall be- hauled away and the s!te left entirely clean and Provide Simpson LPT4 or unobstructed on a regular basis. equal metal straps to tie rim board to dbl. plate _ 19. Execute the work in a careful and orderly manner with the least - typ. @ I G"O.C. 2nd Floor Level 2nd Floor Level possible d15turbance to the public. Provide Simpson HIS or equal metal straps to tie 3" iC.O. 20. The general contractor is solely responsible for construction wall studs of both floors safety and shall hold the owner, airchitect, and assigns harmless to plates * band Joist - typ. from litigation arising out of the contractors failure to provide @ I G" O.C. necessary construction safety means and methods. Kitchen I2„ Bathroom I PROJECT: Provide Simpson HIS or 2 1 . Perform the work in accordanece with the highest standards and equal metal straps to tie wall MALECKI RESIDENCE established practices of the trades, and conform to all village, state, stud to plate $ band Joist I 2" 17' and federal authorities having MATTITUC jurisdiction over this work. - typ. @ I G" O.C. 3" BAY K, NY 22. Work specified shall be perfovrmed by subcontractors regularly Provide appropriate metal 717 engaged in the supply and installation of work required by these plate washer, nut e anchor :DW] 13' ecif foundation ications. bolt to tie sill plate to cone. I st Floor Level t st Floor Level DRAWING TITLE: s COVER / TITLE SHEET p dation wall - typ. @ G'-0" O.C. (where I story), 3'-0" C.01i IC.O. 23. It is the intent that the contract documents and bid O.C. (where 2 stories) 1 2" 31, 3° specifications include all labor ancN material to accomplish a from corners of building complete installation. Bidders are: requested to include any openings, 1 2" min. deep incidental work that might occur dJuring the job. After the signing of 08.30.2012 the contract there will be no extra charges allowed for any labor or Provide Sampson LPT4 material necessary to complete t-he work whether exactly equal metal straps to tie e (louse ��Q ARC/�/�T SEAL: DATE:PROJECT NO: described in theses specifications, and drawin s or not. rim board to sill plate - typ. C.O. Trap DRAWING BY: „� M• S,q� p g I G O.C. I To Approved y �s /. 1'J► ' 41 Sanitary ys em COD 2� 9j, / CHK BY: LU SHEET NUMBER: 6ti O SIMPSON STRAPPING DIAGRAM PLUMBING RISER DIAGRAM sr" FNMA NTS NTS CAD FILE: N/A N�RTN 24'-4 5/8" 71.2500 12'-0 1/8" 12'-4 1/2" 6'-5" ol RADIATOR I 0 0 _ o Co N co n FIREPLACE CLOSET DINNING ROOM i ; I BEDROOM #2 i s CDUMNG CLOSET o ROOM JH BEDROOM 1 "' � �- CHIMNEY N O a2 � r�l -FT ;-I- i F. I"li i ;i„T7, i- IT*_- C) r- -F_ --F I_-- T 11 -1i 'l10 1- III •.-'I i I' 'II 1 F Fl _ _ ❑( r I 1 11I f IIF H-' I I f I HALL O 00 KITCHEN SUNROOM Co 0 0 BATHROOM rn KEY PLAN M M PANTRY O. UNDER STAIRS RADIATOR BED LAUNDRY ROOM 0 r7 M n cy� N 00 BATH O ROOM �} ISSUE LOG IR O Z O � K 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW 5'-11 1/4" 17'-1 7/8" 86.7500 6'-5" 06.11.131 ISSUED TO BUILDING DEPT.FOR REVIEW I , 2 EXISTING SECOND FLOOR PLAN EXISTING FIRST FLOOR PLAN SCALE. 1/4 — 1 -0 SCALE. 1/4 = 1 0 12'-0 7/8" 12'-3 3/4" J' I I— - - -- - - - - - - - - - - � I I I I - - - - - - - - - - - - - - - - 00 � ! I I c I I ! I M r - - - - - - - - - - - - - --1 I I I N ! I I I I I 00 ! I I I I ! I ! I ! I I I I I ! I I I :CEL — R WINE—CELLAR E—CELLAR !!!!II EXISTING CRAWL SPACE L - - - - !II M x I - - - -� ' 000 0 M I I I I L M I I I M M 00 i I ! — — — PROJECT: ! r MALECKI RESIDENCE 730 BAY AVE ! ! I MATTITUCK, NY ! ! I 6 ! I i DRAWING TITLE: o EXISTING FLOOR PLANS I I I i I I I I- - - - - - - - - - - - - - - - - - - - -J ! SEAL: DATE: 08.30.2012 �0 ARCy� -3OJECT NO: — — — — — — — — — 17,-1 7/8" — — — — — — — — — 7'-2 3/4" DRAWING BY: ol Lu CHK BY: //,� I SHEET NUMBER: 24'-4 5/8" is o, �0. 0�6��`�°�' EX- 1 . 00 �., 3 EXISTING ROOF PLAN EXISTING BASEMENT PLAN q�'OFN CAD FILE: SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" N/A Al tiR i r r ❑ i r \ / \ r, ,F. . ILL] Alr r I f iLQ) -.: -- ..... . I 04 KEY PLAN ❑ O I ❑❑❑ � I ISSUE LOG z 0 > w m 0 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW 06.11.13 ISSUED TO BUILDING DEPT.FOR REVIEW 2 EXISTING EAST ELEVATION 1 EXISTING NORTH ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" j� r/ i ❑ \ j s � N Y° PROJECT: MALECKI RESIDENCE - ��� 730 BAY AVE MATTITUCK, NY Eon DRAWING TITLE: EXISTING EXTERIOR ELEVATIONS SEAL: DATE: 08.30.2012 p ARC& PROJECT NO: BY: rc CHK BY: Lu SHEET NUMBER: 3 EXISTING SOUTH ELEVATION EXISTING WEST ELEVATION o. 0 EX- 2. 00 SCALE. 1/4 = 1 -0 SCALE: 1/4" = 1'-0" OF CAD FILE: N/A 5'-11 1/4" 12'-0 1/8" 12'-4 1/2" 12'-6 3/4" 01 - - — -10 le, 01NORrN 7'-11 7/8" 4'-CI 3/ " 6'-2 1/4" S-2 1/8" 5'-8 5/8" S-7 7/8" 1 / /DOlo IRO\ 4 BENCH BASEMENT 13 RADIATOR � / (below_bench 18 BENCH - W 7 W o e ---- - - e W W - � (belowbench - - -- - I M -- - -- -- - - III REPLACE -- - DINNING - - -- - - --- - - --- -- ROOM - Ln D15 -- - — -- --- - CLOSET - oo I � II W - ---- - -- - --- -- LIVING- - g - - C0 --- -- - -- - -- - - ----- �-- -- - - - r� W BEDROOM 2 -- - -- --- -—ROOM ------ - - --- - -- o 17 - -- - -- -- - _ - I I �)3Of 2 POUFFE - o = CREDENZA � ---- --- _ IL - _POUFFE ¢ W cv BEDROOM #1 - CLOSET CHIMNEY REF -.._ DECK - - - oo TABLE - I I -- - - -- ---- - - - �I' _ - ,,- - - 1 F T- - - I - - --- ---- - - -- -- - - - --- -- I KI N r F r' r 1 = T 111 - -- ---- - - E TGHE / u- I- . Fil —RACE—---- -- D16 _ - e - COUCH 0 0 O 6 - `° � 1 KITCHEN D09 \ D02 BATHROOM KEY PI-W 00 - -- -- ---- - C SET I �® ro ° D01 -- D I O W ffm W/ MCA W/ 10 \ DRAWER IRM DRAWER BELOW D03 / rA - --- - - - - --- - - D04 - OPEN i W W 21 20 SHELVING ¢ 11 11 LO � e ' N PROVIDERAILING /GATEATSTAIR 06 MUD 26 D ROOM ---------- ,\, W BATH z -_ ___ E � m HATCHED WALL IN ICATES NEW = 1 _. --- ROOM , WALL j /0 1 . ' SHOWER o� 0 N -___ �- ALL WINDOWS TO EREPLACED \ ¢ - -- -- BED - -- — - D05 LAUNDRY D07 13 o - O � ROOM __ =— - � O' CLEANING SUPPLIES ISSUE`o� - Q08 177 - --- vo 1a 1 - - a 09,21.12 ISSUED TO BUILDING DEPT.FOR REVIEW 13 02.11.13 1 REVISION 5'-11 1/4" 6'-11 5/8" 7'-6 1/8" 7'-7 3/8" '-3 1/2 06.11.13 ISSUED TO BUILDING DEPT.FOR REVIEW 2 SECOND FLOOR PLAN FIRST FLOOR PLAN 12'- 3/4' SCALE. 1/4 1 0 SCALE: 1/4 = 1 0 271'-0" 579'-6" 591'-0" I 603-0".. 6'-2 11 2ol - - - = L- - - - - - - - - - - � - - - - - - - - _ I I ❑ - - - - - - - - - - - - N �®� I i I I I I I = I I I I I I CI SERVICE 6'-4 1/4" 1 ROOM D19 FULL HEIGHT EXISTING CRAWL I I BASEMENT I I SPACE i L I I I I Y I °° I I I D18 I ' dY W • I I I I I I I I � = I I I E- - - - - - - - - - - - J I o L - - - - - - - - - - - - - - -I I WINE-CELLAR LO H �ull F/z I ,- - - - - - • `E . _. . • E . o . [l I I PROJECT: - - - - - - - � F- - - - - - - - - - - - MALECKI RESIDENCE 730 BAY AVE MATTITUCK, NY _ NEW CRAWL SPACE I E I = DRAWING TITLE: LO PROPOSED FLOOR. PLANS I I I • I I I I I •. I I I I I I E - - - - - - - - - - - - - - - - - - - -i L- - - - - - SE DATE: 08.30.2012 ��p ARCy/�. PROJECT NO: - - - - - - � OSgC`9F0� AWING BY: 343'-11 1/4" 1 z E CHKBY: s SHEET NUMBER: 823'-6" L 346'-9 3/4" 603'-2 1/4" �iSt ° 00 Tq OF1 A- 1 . 00 3 ROOF PLAN BASEMENT PLAN CAD FILE: SCALE: 1/4" = 1'-0" �-h SCALE: 1/4" = 1'-0" N/A NOR rH BI CO BENCH /DO T\ BASEMENT RADIATOR below bench \ / BENCH _— I WTOR 1 � FIREPLACE "ow bench DINNING I ROOM CLOSET LIVING ROOM BEDROOM 12 0 POUFFE GFI sD CREDENZA W Z J W [p CLOSET PouFFE BEDROOM P sD DECK TABLE CHIMNEY m — 0 GFI Li 11- FT [I - d P FE- T, - T CO SD CO F- F F r -I - G E.LKITCHEN 1 � 1 ;11 E 1 li 1' 1 C I I - 1 11 1 ','U SD O Al null 1 I I: 1,r I E1111.I : HALL Pg A4 A5 I F_i t iHi FI I r:.1T COLIC P2 KITCHEN — — BATHROOM _/ KEY PLAN A3 P1 A2 1® P11 Qo Cl. SET p m P9 t7 o sw oeaw� w orunw O OPEN sD Oo P6 P7ck SHELVING a 0 MUD 3 ROOM P4 BATH m ROOM SHOWER $ A8 o UNDRY -- _ BED ROOM P5 CLEANING ISSUE LOG SUPPLIES i z 0 --- — GFI W - o 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW 2 06.11.13 ISSUED TO BUILDING DEPT.FOR REVIEW SECOND FLOOR POWER PLAN FIRST FLOOR POWER PLAN SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" ELECTRICAL SYMBOLS 1 TV—H OV CENTRAL VACUUM UC REFRIGERATOR TV OUTLET AT 60" AFF PMUC PLUG MOLD W. UNDER COUNTER LIGHT �2 UC FREEZER T � ELECTRICAL PANEL TV OUTLET SET HORIZ IN BASE U.O.N. Ty COAXIAL TV, JACK, WIRE & 3 � PLATES TO BE INSTALLED BY G.C. ---- - RANGE (� AREA TO RECIEVE RADIENT HEATING. REFER TO n� C u 0 N BASE U.O.N. 1/2 SWITCHED, SET HORIZ F PLUMBING FIXTURE SCHEDULE LQ WIRE FOR FUTURE T.V. MECHANICAL DRAWINGS FOR ZONES AND SPECIFICATIONS /� 4 NEW COAXIAL TELEVISION, JACK, WIRE ALL FIXTURE FINISH TO BE SATIN NICKEL OR SIM HOOD & PLATES TO BE INSTALLED BY G.C. DUPLEX OUTLET, SET HORIZ IN BASE U.O.N. SET HORIZ IN BASE U.O.N. ITEM 5 LOC. MARK MANUFACTURER COLLECTION MODEL# COLOR/FINISH REMARKS MICROWAVE DUPLEX FLOOR OUTLET BRUSHED SD CEILING MOUNTED SMOKE DETECTOR — REQUIRES O THERMOSTAT REMOTE SENSORS, PAINT TO MATCH WALLL QT. DESCRIPTION STAINLESS COVER PLATE 1-18/4 FIRE WIRE (SEE RCP FOR DETAILS) �6 DISHWASHER DUPLEX FLOOR OUTLET 1/2 SWITCHED, CEILING MOUNTED CARBON MONOXIDE DETECTOR — 1 FAUCET — — — — O CO REQUIRES 1-18/4 FIRE WIRE (SEE RCP FOR DETAILS) 7 BRUSHED STAINLESS COVER PLATE ®A WIRELESS ACCESS POINT WASHING MACHINE (LOCATE 7'AFF) iz P1 1 UNDERMOUNT SINK QUAD OUTLET tel/data jack on base 8 U- M—millwork, F—floor v � DRYER 4<Ta TEL/DATA WIRING, SET HORIZ IN BASE U.O.N., TEL/DATA, ,DUPLEX OUTLET 1/2 SWITCH OUTLET F= w ® RADIANT FLOORING CONTROLS QUANTITY & WIRE TYPE TO BE SELECTED BY F Y 1 HAND SPRAY AUDIO/VIDEO CONSULTANT M—millwork, F—floor v r tel/data jack on W—wall, F—floor OF TEL/DATA, QUAD OUTLET P2 1 POT FILLER 4<TD—w TEL/DATA DS DOOR SWITCH QUANTITY & WIRE TYPE TO BE SELECTED BY 1 LAVATORY FAUCET *,��;;✓�� ' J AUDIO/VIDEO CONSULTANT GENERAL NOTES: 1. ALL KEYPAD HEIGHTS TO, BE 4' ABOVE 1 LAVATORY SINK FINISHED FLOOR TO CENTER OF KEYPAD 2. ALL ELECTRICAL OUTLETS LOCATED INTHE APPLIANCE SCHEDULE u. P5 1 TOILET � � BASEBOARD ARE TO BE CENTERED VERTICALLY CALLY Cn 3. ALL ELECTRICAL OUTLETS LOCATED IN ITEM BACKSPLASH ARE TO BE CENTERED IN THE LOC. MARK MANUFACTURER COLLECTION MODEL# COLORIFINISH REMRARKS CO P6 1 BATHTUB SECOND TILE ABOVE COUNTFERTOP. U.O.N. QT. DESCRIPTION (COORDINATE WITH STONE GrONTRACTOR) Al 1 U.C. REFRIGERATOR — — — CUSTOM PANEL — P7 1 SHOWER BODY PROJECT: 4. VERIFY ALL SECURITY ELECTRICAL REQUIREMENTS MALECKI RESIDENCE WITH SECURITY CONSULTANTt FA 1 U.C. FREEZER — — — CUSTOM PANEL — 730 BAY AVE MATTITUCK, NY Z A3 1 DISHWASHER — — — CUSTOM PANEL — 1 LAVATORY FAUCET DRAWING TITLE: _ _D P8 POWER / DATA PLANS & 64 1 RANGE / OVEN — 36" GAS RANGE — STAINLESS STEEL — 1 LAVATORY SINK -- PLUMBING / APPLIANCE SCHEDULE A5 1 HOOD — PRO WALL HOOD — STAINLESS STEEL — 4 � P9 1 TOILET 11— SE DATE: 08.30.2012 iD A RC PROJECT NO: A6 1 MICROWAVE — — — STAINLESS STEEL — m '� 10 1 BATHTUB M s yZT<� C1.A� DRAWING BY: CHK BY: A7 1 WINE REFRIGERATOR — — — T.B.D. — 11 1 SHOWER BODY Lu i e -`'' SHEET NUMBER: DRYER — — — T.B.D. STACK�ABLE UNIT ,►,�,,.,- ti� A8 1 WASHER / T"� 0 0 A- 4. 00 q�OF CAD FILE: N/A NOR rN ,.i NEW BRICK CHIMNEY. CONNECT TO EXISTING FIREPLACE EXISTING ROOF TO REMAIN. G.C. 0 / ❑ INSPECT AND REPAIR AS REQUIRED. 18"R&R WESTERN RED CEDAR SHINGLES,BEN AMIN OBDYKE, CEDAR BREATHERIHOMESLICKER, j W/GRACE PERMA-BARRIER VPS, VAPORIWIND BARRIER 5"HORIZONTAL WESTERN RED \ CEDAR SIDING,BENJAMINV OBDYKE, CEDAR BREATHERIHOMESLICKER, F` n i r T I., , �I I -� I - 1, W/GRACE PERMA-BARRIER VPS, " 'I' ' � ' " " '�' ' "" i- i-III' I �I --------- - — ------ ------------- ------. VAPOR/WIND BARRIER ...._. -___. ..J. .. fi ,l. L0 N KEY PLAN: ODD ❑❑ -- ODD Hill Tj ISSUE LOG i 0 w w 0 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW 2 EAST ELEVATION NORTH ELEVATION 02.11.13 1 REVISION SCALE: 1/4" = 1'-0" SCALE: 1/4" — 1'-0" 06.11.13 ISSUED TO BUILDING DEPT.FOR REVIEW PIT t I I I - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - - MALECKI RESIDENCE ❑❑ - - - - ❑❑ ; 730 BAY AVE MATTITUCK, NY ❑❑ DRAWING TITLE: - ❑ EXTERIOR ELEVATIONS SEAL: DATE: 08.30.2012 ARC ' PROJECT NO: T DRAWING BY: �� 1 CHK BY: L(i/ SHEET NUMBER: 1� /�� ,LOB ��;. SOUTH ELEVATION WEST ELEVATION ,q o06 -�°, A- 2. 00 SCALE: 1/4" = 1'-0" 04 SCALE: 1/4" = 1'-0" �pF�.c� s CAD FILE: N/A - EXISTING RIDGE BEAM TO REMAIN 2 3 NCR rH STRUCTURAL 2'X8"COLLAR TIE @ 16"O.C. 18"PREMIUM TAPER SAWN SHAKE,PRESSURE TREATED,BENJAMIN OBDYKE,CEDAR BREATHER, - W/GRACE ICE&WATER SHEILD WATERPROOFING _ MEMBRANE QLauj4 4"CDX PLYWOOD OVER EXISTING 2'X4"ROOF RAFTERS. �O 0 PROVIDE NEW 2'X6"ROOF RAFTERS SISTERED TO EXISTING 2'X4"ROOF RAFTERS. TYPICAL THROUGHOUT. 4"CDX PLYWOOD OVER EXISTING ROOF ---- ALL ROOFING TO BE INSULATED RAFTERS.PROVIDE NEW 2"X4"ROOF a 1 WITH BLOWN FOAM FROM NATURAL RAFTERS SISTERED TO EXISTING POLYMERS,NATURAL THERM.FOR C FIF R-38 FILL ENTIRE CAVITY W/OPEN a BEDROOM EXISTING HA L EXISTING BATH CELL.5 LB. --— RAFTER TAILS TO BE EXTENDED& NOTCHED ON TOP PLATE 18"R&R WESTERN RED CEDAR SHINGLES,BENJAMIN OBDYKE, CEDAR BREATHER/HOMESLICKER, W/GRACE PERMA-BARRIER VPS, VAPORIWIND BARRIER -= -- OPEN TO E.I.rar. OPEN TO E.I.KIT. ALL EXTERIOR WALLS TO BE!"a CDX OPEN TO EXISTING BEDROOM NEW BATH KITCHEN ! -- I PLYWOOD W/2X6 STUDS _1 _. EXISTING DINING RM, EXISTING KITCHEN U EW MUD R00 NEW FLOORS TO BE FRAMED W/4" - NEW VODROOM KEY P�AN T&G PLYWOOD GLUED AND SCREWED OVER 2'X10"FLOOR --- 100 JOISTS I -- 1 AND ALL EXTERIOR WALLS TO BE INSULATED W/BLOWN FOAM FROM NATURAL POLYMERS,NATHURAL THERM.FOR R-22 FIRST 1"OF EXISTING NEW CAVITY CLOSED CELL 2.0 LB.& EXISTING NEW CRAWL SPACE CRAWL SPACE CAVITY TO BE FILLED W/OPEN CELL CRAWL SPACE CRAWL SPACE 5LB. I EXISTING BASEMENT El --- ---- - -- --- ---- ---- --- --- -_- ---1 ISSUE LOG L -- - O - w w o � _ 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW SECTION SECTION 02.11.13 REVISION SCALE: 1/4" - 1'-0" SCALE: 1/4" - 1'-0" 06.11.13 ISSUED TO BUILDING DEPT.FOR REVIEW I i I 2"GW8 ONALL WALLS& CEILINGS, TYR MECHANICAL ATTIC SPACE 1'X6"IPE IRONWOOD DECKING I STRUCTURAL 2'X8"COLLAR TIE @ EXIST! ED 00 EXI NG HALL EXISTING BEDROOM 2 X4"SLEEPERS SCARFED TO PROVIDE 16"O.C. VX6"IPE IRONWOOD DECKING ADEQUATE PITCH OVER!"T&G CDX PLYWOOD&EPDM RUBBER ROOFING 18"PREMIUM TAPER SAWN SHAKE,PRESSURE MEMBRANE 2'X4"SLEEPERS SCARFED TO TREATED,BENJAMIN OBDYKE,CEDAR BREATHER, W/ 2 X12"CEILING JOISTS SCARFED TO GRACE ICE&WATER SHEILD WATERPROOFING PROVIDE ADEQUATE PITCH OVER 4" PROVIDE ADEQUATE PITCH 2"CDX PLYWOOD OVERY'�896� T&G CDX PLYWOOD&EPDM _ RUBBER ROOFING MEMBRANE ,y GWB ON WALLS& RAFTERS EXISTING FIREPLACE 2 DBL.2'X6"TOP PLATE CEILINGS,TYP. ALL EXTERIOR TRIM TO BE WHITE- TO REMAIN PROVIDE DRAIN SCUPPERS AZEK TRIM BOARDS N EA�K(l N PEN TO DINING 2'X12"CEILING JOISTS SCARFED TO STAIR OPENING FRAMED W/(3)1-7/8" 174"PAINTED WOOD CEILING- PROVIDE ADEQUATE PITCH 92"LVL G.P.MICROLAMS EXISTING KI HEN M[N EL KITC 176"IPE IRONWOOD DEC KIN Lu lu PROJECT: 8"P.CONC. WALL EXISTING MALECKI RESIDENCE CRAWL SPACE 730 BAY AVE GRACE HYDRODUCT 200, GEOCOMPOSITE � EXISTING BASEMENT NEW BASEMENT MATTITUCK, NY LAYER DRAINAGE BARRIER, OVER TREMCO, TUFF-N-DRY SPRAY-ON WATERPROOFING NEW BASEMENT ON CONCRETE WALL DRAWING TITLE: BUILDING SECTIONS ZABEL-POLYLOCK TRENCH DRAIN, CONNECTED TO DETENTION o SYSTEM @ FOOTING . SEAL: DATE: 08,30.20�2 ALL NEW FOOTINGS AND PIERS MUST BEAR ON D ARCyj PROJECT NO: UNDISTURBED VIRGIN SOIL,FREE OF MUD, r DRAWING BY: WATER,ICE,DEBRIS,ETC. M. 0 0 'Q!L C� CHK BY: L Q SHEET NUMBER: 4"CONCRETE SLAB W/WWM 6X6 oAPOR BARRIER VER GRACE RPRUFE 120 � � SECTION SECTION o ooeo A300. 00 " = '- " 4 SCALE: 1/4" = 1'-0" q SCALE. 1/4 - 1 O OF CAD FILE: 4"RIGID INSULATION BOARD BELOW SLAB OVER 4"GRAVEL N/A i NORTH DOOR SCHEDULEWIND W SCHEDULE k FIRST FLOOR FIRST FLOOR WINDOW LOCATION MODEL R/O W X H HEADER HT. A.F. MATERIAL TYPE HARDWARE REMARKS DOORI LOCATION FROM-TO SIZE W X H X D MATERIAL TYPE HEAD JAMB SILL HARDE ARE REMARKS DOOR SET S 1 GUEST BEDROOM MARVIN—WOODRIGHT DOUBLE HUNG 2'-2" X 4'-3" — WOOD FRAME WITH GLASS D.H. — — D01 ENTRY TO FOYER 2'-8" x 6'-8" x 1 i" WOOD DOOR A X/XXX X/XXX X/XXX F.P.S.C. EXTERIOR DOOR B LIVING ROOM MARVIN-WOODRIGHT DOUBLE HUNG 3'-8" X 4'-3" 2 - - D02 FOYER TO LIVING ROOM 2'-8" x 6'-8" x 1 in D02 2 -11 X 4-3 & 3 LIVING ROOM MARVIN-WOODRIGHT BAY 1'-8"X 4'-3" (X2) - - 003 FOYER TO GUEST ROOM 2'-4" x 6'-8" x 1 " D03 VV DINING ROOM MARVIN-WOODRIGHT DOUBLE HUNG 1'-8" X 4'-3" - - & GUEST ROOM TO CLOSET 1'-10" x 6'-8" x 1 BARN DOOR D04 2-11 X 3 & DINING ROOM MARVIN-WOODRIGHT BAY 4- 5 1'-8"X 4'-3" (X2) - - 005 GUEST ROOM TO BATH 2'-6" x 6'-8" x 1 " D05 W DINING ROOM MARVIN-WOODRIGHT DOUBLE HUNG 1'-8" X 4'-3" - - DO6 BATH TO MUDROOM 2'-6" x 6'-8" x 1 POCKET DOOR D06 e eE.I.K. MARVIN-WOODRIGHT DOUBLE HUNG 2'-7" X 4'-3" - - D07 MUDROOM TO LAUNDRY (2) 1'-8" x 6'-8" x 1 " 7 DOUBLE DOOR D07 E.I.K. MARVIN-WOODRIGHT DOUBLE HUNG 2'-7" X 4'-3" - - D08 MUDROOM TO SIDE ENTRY 2'-8" x 6'-8" x 1 EXTERIOR DOOR D08 8 E.LK, MARVIN-WOODRIGHT DOUBLE HUNG 3'-0" X 4'-3" D09 E.I.K. TO REAR ENTRY 2'-8" x 6'-8" x 1 EXTERIOR DOOR D09 F ' i n -� id IL E.I.K. MARVIN—WOODRIGHT DOUBLE HUNG 3'-0" X 4'-3" li ,, W E.I.K. MARVIN—WOODRIGHT DOUBLE HUNG 1'-8" X 2'-6" 10 W E.I.K. MARVIN—WOODRIGHT DBL. CASEMEN S-7" X 4'-3" SECOND FLOOR KEY PLAN, " " D12 HALL TO BED 1 2'-6" x 6'-8" x 1 i" D12 12 MUDROOM MARVIN-WOODRIGHT DOUBLE HUNG 2-3 X 4-3 13 MUDROOM MARVIN-WOODRIGHT DOUBLE HUNG 2'-3" X 4'-3" D13 BED 1 TO CLOSET 2'-6" x 6'-8" x 1 D13 14 BATHROOM MARVIN-WOODRIGHT DOUBLE HUNG 2'-4" X 4'-3" D14 HALL TO BED 2 2'-6" x 6'-8" x 1 S 15 GUEST ROOM MARVIN-WOODRIGHT DOUBLE HUNG 2'-4" X 4'-3" D15 BED 2 TO CLOSET 2'-6" x 6'-8" x 1 in D15 D16 HALL TO BATH 2'-6" x 6'-8" x 1 in D16 SECOND FLOOR D17 BATH TO DECK 2'-8" x 6'-8" x 1 illEXTERIOR DOOR D17 16 BEDROOM 1 MARVINWOODRIGHT DOUBLE HUNG 2' 4" X 4' 3" BASEMENT VV BEDROOM 1 MARVIN-WOODRIGHT DOUBLE HUNG 2'-4" X 4'-3" 8 I WINE CELLAR (2) 2'-8" x 6'-8" x 1 " D18 17 ISSUE LOG 18 BEDROOM 1 MARVINWOODRIGHT DOUBLE HUNG 2' 4" X 3' 3" D19 1 MECHANICAL ROOM 2' 8" x 6' 8" x 1 " D19 z 0 BEDROOM 2 MARVIN-WOODRIGHT DOUBLE HUNG 2'-4" X 4'-3" N IU57 N 09.21.12 ISSUED TO BUILDING DEPT.FOR REVIEW W BATHROOM MARVIN-WOODRIGHT DOUBLE HUNG 2'-4" X 3'-3" 20 06.11.13 ISSUED TO BUILDING DEPT.FOR REVIEW 21 STAIR MARVIN—WOODRIGHT AWNING 2'-4" X 1'-9" GENERAL NOTES W BASEMENT BASEMENT WINDOW 1'-10" X 1'-0" 22 1. S;USMIT THREE (3) COPIES OF THE HARDWARE SCHEDULE. FOLLOW DOOR AND HARDWARE INSTITUTE (DHI) GUIDELINES FOR SCHEDULING. FURNISH INITIAL DRAFT OF SCHEDULE AT THE EARLIEST POSSIBLE DATE, IN ORDER TO FACILITATE THE FABRICATION OF OTHER WORK. FURNISH FINAL SCHEDULE AFTER SAMPLES HAVE BEEN APPROVED. 2. PIRIOR TO SUBMITTAL OF THE FINAL HARDWARE SCHEDULE AND DELIVERY OF HARDWARE, SIUBMIT ONE (1) SAMPLE OF EACH EXPOSED HARDWARE UNIT. SAMPLE WILL BE REVIEWED BY TfHE ARCHITECT FOR DESIGN, COLOR, AND TEXTURE ONLY. COMPLIANCE WITH OTHER REQUIREMENTS IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. SAMPLES APPROVED B1Y THE ARCHITECT SHALL BE TURNED OVER TO THE OWNER FOR ATTIC STOCK. 3. DIO NOT PROCEED WITH INSTALLATION OF HARDWARE UNTIL SAMPLES HAVE BEEN APPROVED. APPPROVED SAMPLES MAY BE INSTALLED IN THE WORK AFTER SUBSTANTIAL COMPLETION OF WVORK. 4. PIROVIDE KEY SCHEDULE SHOWING ALL KEY NUMBERS AND SPACES TO WHICH EACH PERMITS ENTRY SHALL BE PROVIDED. CONSULT WITH THE OWNER, AND PROVIDE NECESSARY ASSISTANCE REQUIRED FOR DEVELOPMENT OF THE SCHEDULE BEFORE SUBMITTING FINAL KEY SCHEDULE. AFFTER FINAL APPROVAL HAS BEEN RECEIVED, THE SCHEDULE ALONG WITH THE KEY GATHERING ENVELOPES CONTAINING KEYS FOR EACH LOCK, ENDORSED WITH LOCK NUMBER AND SPACE DESIGNATIONS, SHALL BE TURNED OVER TO THE OWNER. 5. TFHE HARDWARE PER THE MANUFACTURERS SHALL PROVIDE FULL REPLACEMENT WARRANTIES, AS PIER THE LIST BELOW. REPLACEMENT WARRANTIES SHALL NOT INCLUDE ANY LABOR COST. A. SURFACE CLOSERS 25 YEARS B. EXIT DEVICES 3 YEARS C. LOCKSETS 1 YEAR �� D. BALANCE OF HARDWARE 1 YEAR 6. PIROVIDE DOOR SILENCERS AT ALL DOORS, AS REQUIRED, AND AS APPLICABLE PER DOOR r r D)ETAILS. r PROJECT: MALECKI RESIDENCE 730 BAY AVE MATTITUCK, NY DRAWING TITLE: WINDOW SCHEUDLE SEAL: DATE: 08.30.2012 PROJECT NO: ' p AFl?C DRAWING BY: CHK BY: u SHEET NUMBER: A- 5. 00 No OAF, CAD FILE: