The URL can be used to link to this page

Home My WebLink About30782-Z FORM No. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31021 Date: 06/29/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 125 QUEEN ST GREENPORT (HOUSE NO. ) (STREET) (HAMLET County Tax Map No. 473889 Section 40 Block 3 Lot 9 .4 Subdivision _ Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 10, 2004 pursuant to which Building Permit No. 30782-Z dated NOVEMBER. 18, 2004 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 & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MARY MALINAUSKAS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2043104 05/27/05 PLUMBERS CERTIFICATION DATED 06/10/05/ RANDY FOLKES A thori ed Signature Rev. 1/81 Form No.6 TORN OF SOUTHOLD BUILDING DEPARTMENT — -. TOWN HALL 765-1802 - t. APPLICA'T'ION FOR CERTIFICATE OF OCCUPANCYi'. 7 xos `- 1 Thus application must be filled in by typewriter or ink and submitted to the Building DepartmtentX ith the folfowutg, A. For new building or new use: I. Final surrey 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 forni). 3. Approval of electrical installation Brom Board of Fire Undenwriters. 4. Sworn statement born plumber certifying that the solder used in system contains less than 2 10 oft°o lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance tirom architect or engineerr 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 Suney 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 Certificate of Occupancy is denied, the Building htspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New chs elfing $25.00, Additions to dwelling$25.00, Pdterations to dwelling$25.00, Swimming pool $25.00, Accessot} building$25.00, Additions to accessory building$'_'5.00. Businesses $60.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupeuc}' - $1S 4. Updated Certificate of Occupant} - $50.00 5. Temporary Certificate of Occupant--Residential $15.00, Commercial$15.000 6 Dale. 7— 6 `� New Construction: I/ Old or Pre-existing Building: __----- (check one) Location of Property: /„2 (Qae.tJ3 ,5yre_(� ------ ------------ ----- r — House No. n J Street flanilet Owner or Owners of Property: 1.1 c rC /!�Z` J,�?aaskl J Suffolk County Fax Map No 1000. Section Qyo�c) Block 03. 00 _Lot (16)q. 0()q—_ Subdivision —__—__------_Filed Map. _ _ Loc Pennit No. _ ( � _— Date of Permit.--------Applicant:_ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: 'fenyurrary Certificate _ Final Certificate: _�_ (check one) Fee Submitted: $ /( App ' cit Sigmature ��n��RlI Un!f�n�n�nnrni-nEi:ncI r.- E I' BY THIS CERTIFICATE OF COMPLIANCE THE 51 NEW YORK BOARD OF FIRE UNDERWRITERS 5 T 5 [J BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 � 5 CERTIFIES THAT 5 5 C73 Upon the application of upon premises owned by 5 5 Cj J. HOLOLOB CHAS MALINAUSKAS 5 MAIN STREET 125 QUEEN ST 5 YAPHANK, NY 11980, GREENPORT, NY 11944 5 c5rj Located at 125 QUEEN ST GREENPORT, NY 11944 5 Application Number: 2043104 Certificate Number: 2043104 SII Section: 040 Block: 003 Lot: 003.004 Building permit: 30782 BDC: nS11 CSU] Described as a occupancy, wherein the premises electrical system consisting of S CSQ electrical devices and wiring, described below, located in/on the premises at: c5 55 Basement. First Floor, Second Floor,Outside, 5 C] A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York. Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 27[h Day of 5 May, 2005. 5 Name QTY Rate Rating Circuit Tj+fie 5 5 Cj Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide 5 5 Sensor 4 0 Smoke 5 Appliances and Accessories 5 5 Exhaust Fan 1 0 F.H.P. 5 Future Appliance Feeder 1 0 20 Amps 5 5 Furnace 1 0 Oil 5 5 Panels S tt1++,5 1 100 12 5 Wiring and Devices 5 5 Outlet 21 0 Fixture 5 Fixture 21 0 Incandescent 5 Outlet 53 0 General Purpose 5 5 Receptacle 32 0 General Purpose 5 5 Smirch 31 0 General Purpose 5 Paddle Fan 4 0 5 5 Receptacle 1 0 20 amp Laundry seal C5 5 Receptacle 4 0 GFC[ C5 of I C5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 �sL��rLQ�L3MrI I�� o OrJi Pmt Pt.frn � rPr cPPctPrPP � rr �cPr�r �J�l�PPPPJPP�rr �PIE O 21 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5� 40 FULTON STREET — NEW YORK, NY 10038 S SCERTIFIES THAT 5 C� Upon the application of upon premises owned by 5] JAMES MURRAY KEVIN CANDE 5 P.O. BOX 305 675 HALLS CREEK DRIVE 5 e5 LAUREL, NY 11948, MATTITUCK, NY 11952 5 Located at 675 HALLS CREEK DRIVE MATTITUCK, NY 11952 5 Application Number: 2044904 Certificate Number: 2044904 rj 5 Section: Block: Lot: Building Permit: ns11 5 3oeoo BDG: 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 55 Basement, First Floor, Second Floor, Outside. C] A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 5 27th Day 2oos. 5 5 Name (QTY Rate Ruft Circuit �E 5 Miscellaneous 5 2 floor bedroom addition 5 L55 Alarm and Emergency Equipment 5 J Sensor 1 0 Smoke 5 5 Wiring and Devices Outlet 16 0 Fixture 5 Fixture 16 0 Incandescent 5 Outlet 28 0 General Purpose L5J 5 Receptacle 19 0 General Purpose rj Switch I 1 0 General Purpose 5 Receptacle 3 0 GFCI C L� 57 5 5 5 5 5 seal 5 5 1 of I 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 fUL-M Ji?P L3ft?Prn[il?J�cP cfr�ft3LJrJ�cP rJrP t?PrltJt?Pr ftJt?L?PcPrJ�rJ�rPcPrJ �rlt?PcPrJ�cPrJ�rJ�rPcP rncPrJ�rJ��LJ�rJ�rlurJr�cfcPcJ� o FROM : NarkSchwart_.RIR-Rrchitect PHONE NO. : 6317342110 Sun. 08 2005 66:26PM P1 J'jn Cie 05 I1 : 05a Southold ICA 631 7c5 3t25 p. l Q�S11FF011( ti Town Rall.53i193 Klein +oa3 �� ' ' Fax(631):65.9502 PC) BOX 11"9 Telcphonc(631)705-1802 Southold.Now York 1197)-0959 r BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION "] Date: Su:lding P,(emlit No- ,} A� V_ /__ ((Please print) tPlease print) I cerifv that the solder wed in the water Supply svetem contains less than 2110 of I% lead. ( mb s Sig alure) Swom to 1>zfore me this LINDA J.HAYES day of 20 05 Notary No. 0Publie1 State Of W York HA6059622 Ouslified In Suffolk County Commission Expires May 29, 20 Notary Public,_ (��ouaty FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30782 Z Date NOVEMBER 18 , 2004 Permission is hereby granted to : CHARLES MALINAUSKAS _ 64820 RT 48 GREENPORT,NY 11944 for . ADDiITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLI14G AS APPLIED FOR at premises located at 125 QUEEN ST GREENPORT County Tax Map No. 473889 Section 040 Block 0003 Lot No_ 009 . 004 pursuant to application dated NOVEMBER 10 , 2004 and approved by the Building Inspector to expire on MAY 18 , 2006 _ Fee $ 180 . 00 Auloiz—ed i na--2---- ORIGINAL Rev. 5/8/02 7 d2, 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINA [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ,C/-,- REMARKS:- DATE �� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: J _ z i .- �'S /vim � 111 •S-�iIS ��1.s G.- EA✓; -��s DATE b, - INSPECTOR-- - 4 NSPECTOR r �l _ 7 FIELD INSPECTION REPORT I DATE COMMENTS W � I/ I V u -------------------------- ------- FOUNDATI N (2ND1 --- - -------- ---.__.._. ---- -- -- ---- _.._ V 2 R] ROUGH FRAMING& PLUMBING -- - --- - - ---- --- - - 2 - v INSULATION PER N. I m STATE ENERGY CODE --- -----------_- -- _-_---__ - -- -- -- _ _ ----- -- -- FINAL. ----------- - - - - ADDITIONAL COMMENTS ]S - - - ------- --- m 0 2. . Stale existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition_ Alteration Repair _Removal Demolition Other Work--- (Description) ork_ (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. SEE 1° L49-)f 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations of additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height c Number of Stories 9. Size of lot: Front SEE S(/feKEr� Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated g 4— 0 12. Does proposed construction violate any zoning late, ordinance or regulation' YES_NO�< 13. Will lot be re-graded? YES_NO✓XWill excess fill be removed from premises? YES—NO 14. Names of Owner of premises Address Phone No. Name of Architect 11 WWAL TC11 ✓AsL1–�t— Address &' 66U( 13 3 Phone No.--Z1-$( (� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO K— * IF YES, SOUTHOLD TONNN TRUSTEES & D.E.C. PERMITS MAI�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. If elevation at any point on property is at 10 feet or below. must protide topographical data on surrey. STATE OF NEW YORK) SS: COUNTYOF ) I'W,C'g being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is the %/Jceot/Z�/ 6f1 zx � (o tractor, Agen . Corp ate 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.Mork will be performed in the manner set forth in the application filed therewith. Sworn to before me this -- (7!2 Lday of t9 C zl 200 u Notary Pdblic Si ature of Applicant LINDA J.COOPER Notary Public,State of New York i'�rm kxp,2Suffolk December �� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CH> CJKLIST BUILDING DEI ARTb'IENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans_ TEL: (631) 765-1802 Planning Board approval _ FAX: (631) 765-95022 Survey ,Aww. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined j r , Z0 y Contact: /� t� Approved_ 20 Mail to: K4181G 1GNk/0061 n Disapproxedac_ Po6—e 933C&TCHa6vE Phone: 734 _41f-f Expiration__ , 20—L Building Inspector APPLICATION FOR BUILDING PERMIT Date 10104 20 INSTRUCTIONS —41 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 sti7 f.ts or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 1-2 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of'Soutpold, 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 re tions, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant r name, if a corpbratim)' Po box 933 fa�ovdCr tiY ' i/935 (Mailing address ofapplicant) State whether applicant is owner, less e, agent. architec engineer, general contractor, electrician, plumber or builder Nance of owner of premises /Zy (AL�A'WS,-9S — (. s on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) y Builders License No. ` Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of Ian n which pro osed work will be done: Zoe S uEEn� 5�72r7-- G/ E•vPa2T. House Number Street Hamlet County Tax Map No. 1000 Section 4-0 Block 03 Lot ,f 9 . Subdivision Filed Map No. Lot _ (Name) TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the tottoxcing,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approxat FAY: (631) 765-9502 Ju 2"Z7 surxey www. northfork.net/Southold/ PERMIT NO. Check Septic Fonn N.Y.S.AEC. Tru.tee: Examined �I "0Y Contact �{ :Approved . 20 Mail to: /��//��MY- -6WAW 7_ Disapproved a c PO &-e 933 CUjCHo6 aE /19;f Phone: 734 i Expiration . 20—L Building Inspector APPLICATION FOR BUILDING PERMIT Date D ?0 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Pennit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for an} purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building pemut shall expire if the work authorized has not commenced within 13 months after the date of issuance or has not been completed within 1 S months from such date. If no zoning amendments or other regulations affecting the property hax e 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 Fork, 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 re>.ulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant r name, if a corporation) PD ! K 933 (.�fzzfv6cF by 1&-75 (Niailing address of applicant) State whether applicant is owner, less e, agent, architec engineer, general contractor, electrician, plumber or builder Name of owner of premises (ft*LEIJ d / A?Y /(<JL/.tJz9dSL9 S (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. L Location of land n which pro osed work will be done: Z 6 S ��EEn� SpmogE 7 �2EFvPo2 House Number Street Hamlet U ,f County Tax Map No. 1000 Section 4-0 Block 03 Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .S'/A/C L E �fJ.rf/Ly /LF fjp�tij/�fC b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) —y- 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. 5E,E- I064*)J' 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height c Num,/ber of Stories 9. Size of lot: Front SEE Su{2t�ear�_Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 94– o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NO✓XWill excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect &A?X SE#WMZT"z-- Address /°O 6Vr 9 J? —Phone No 7 Name of Contractor Address 6u.MOW 4-C 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. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) Ir being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the� C(&4rf ((Contractor, Agen , Corp ate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ c�j day of 200 Notary Pdblic VSig ature of Applicant LiNDAJ r_.^ ^.cr Notary Public,State of Nape York Mark K. Schwartz, AIA — Architect, PLLC P.O.Box 933 Phone:(631)734-4185 i.... Cutcho8ue,New York 11935 Fax:(631)734-4185 FAX TRANSMITTAL P _ Date: June 17, 2005 'r To: Southold Building Department i Main Road Southold, New York ,e= r c , Fax number: 765-9502 Phone number: 765-1802 From: Mark Schwartz Re: Malinauskas Property Queen Street Greenport, New York SCTM#1000-40-03-9.4 Bldg Permit#30782 Pages: 1 (including cover sheet) Comments: I have inspected the new basement area at the Malinauskas property. To the best of my knowledge, the basement area has no water leaks but does have a "moist" feeling to it (due to the high water table in that area). The General Contractor, John Graziano, has discussed this with the Owners and we have recommended the use of a dehumidification system. Please call this office with any questions you may have. =fit A 4 IN 5 P\` r f� r. 4 � e =''�a1y, J2 3Q do ti. OP Mark Schwartz Mahnauskasl.doc Mark K. Schwartz, AIA —Architect, PLLC _ ==, P.O.Box 933 — — Phone:(631)734-4185 ��• Cutchogue,New York 11935 Fax:(631)734-2110 June 16, 2005 Southold Town Building Department Main Road '• J l Southold, New York 11971 Re: Malinauskas Property 285 Queen Street Greenport, New York Bldg Permit#30782 To Whom This May Concern: 1 inspected the framing and rough plumbing during the construction phase at the aforementioned site. The framing, strapping, rough piping and pressure test have been completed and meet or exceed code requirements. Please call this office if you have any questions or require additional information. Very truly yours, � . /yT0 AryCti1' w �iN SC Or N aP, Mark Schwarz+ ?=` `!1 Malinauekasldoc _Mark K. Sch wartz, AIA —Architect, PLLC Ik -- — — �•pP.O.Boz 933 Phone:(631)734"4185 Cutchogue,New York 11735 Fax:(631)734-2110 May 12, 2005 Southold Town Building Department Main Road Southold, New York 11971 Re: Malinauskas Property �` 6��Eh 285 Queen Street ' Greenport, New York Bldg Permit#30782 To Whom This May Concern: I have been back to aforementioned site and have inspected the insulation. All insulation has been installed as per plan and meets or exceeds the NYS Energy code requirements. Please call this office if you have any questions or require additional information. Very truly yours, "•a '> O A4 . C 1J^ 1` 11l SC"..45 Lpa, A MarkSchwartz Malinauskas2doc Mark K. Schwartz, AIA -Architect, PLLC ��•�x�l P.O.Box 033 Phone:(631)734-4185 �•�•• Cutchogue,New York 11935 Fax:(631)731-4185 r December 14, 2004 IAN 7 Southold Town Building Department Main Road Southold, New York 11971 Re: Malinauskas Property 285 Queen Street Greenport, New York Bldg Permit#30782 To Whom This May Concern: Due to the current delay with the Building Department inspection scheduling, the Owners and the General Contractor of the aforementioned project have asked me to complete foundation inspections to avoid project delays. I have been back to the site and inspected the poured concrete footings, pargeted walls and damproofing at the aforementioned property. This work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, `btu IN St 1 �� \ C 1 t / `•`q�, J223 4�° Mark Schwart �p Malinauskasl.dac Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release le Data filename: C:\Program Files\Check\MECcheck\Malinauskas House.cck TITLE:Malinauskas House COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 11/09/04 DATE OF PLANS: 11-08-04 PROJECT INFORMATION: Malinauskas House 285 Queen Street �✓� .,t Greenport.New York COMPANY INFORMATION: ` C fC R�` Mark K. Schwartz. AIA-Architect, PLLC P.O. Box 933 Cutchogue. New York 11935 • _ COMPLIANCE: Passes :�T, J21 = ,� Maximum UA=264 Your Home=264 0.0%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 1540 30.0 0.0 52 Wall 1: Wood Frame, 16"o.c. 1272 13.0 0.0 84 Window 1: Vicryl Frame,Double Pane 226 0.350 79 Door 1: Solid 21 0.500 11 Floor 1: All-Wood Joist/Truss.Over Unconditioned Space 1160 30.0 0.0 38 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic DATE: 11/09/04 TITLE: Malinauskas House Bldg. I Dept. I Use I I Ceilings: [ 1 I 1. Ceiling 1: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, ib"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Vinyl Frame,Double Pane, U-factor:0.350 I For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ] Yes ( j No Comments: I I Doors: [ ] 1. Door 1: Solid. U-factor. 0.500 Comments: I I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints, penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed With a i 3"clearance from insulation. I I Vapor Retarder, [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls.and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manuficturcPs installation instructions. [ I I Materials and equipment must be identified so that compliance can be determined. [ J I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ j I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I I Duct Insulation: [ 1 I Supply ducts in unconditioned attics or outside the building must be insulated to R-g. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. I Insulation is not required on return ducts in basements. { Duct Construction: [ j I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Dud tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on duds I operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling duds with exterior insulation must be covered with a vapor retarder. [ j I Air filters are required in the return air system. [ 1 I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lcsat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New fork State, the Residential Code of New York State or the New York City Building Code, as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ [ I Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ j I Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] I All heated swimming pools must have an oil/off heater switch and require a cover unless over 20% I of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. r Table 1: Minimum mutation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to i" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 LO 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation McAness for RVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pig@ Sizes Piping Sy9cm Types Range(F) 2"Runouts 1"and Less 1.25" to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 LO 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) � MALWAUSK�tS NOSE PRoPoSEa Aon�T►o� Q yEE N $ LANA SETC3/KIL. CALC u�.rl-TION: 35, 0'-t 12. 5 + 6. 5 '+ 6v.o' = 62144 15. 5 17 1 SURVEY OF PROPERTY * AT ARSHAMOMOQUE lic ` �� yon y y TOWN OF SOUTHOLD 4 � � e6 SUFFOLK COUNTY, N. Y. D.gR oda � �5`��y0• •�. y y �' paES 1R6 � 1000-40-03-9.4 _ 0 SCALE. 1'=30' y 3s. iy JUNE 25, 2004 C0F y y yP�F w S N _` , ASpHALT y y y Q,p ��i• RN'o I�, -V � G GA 01 asp' c•FIR. 0 12.fi q5 8 y r. Zo y ti_----Z__._ Ln y errs sioQ�Er H4s /A/p� C.+E AeoPeSEO �p/T7ow/S Ap x PRoPOSEO % y w`S�eINS- Awl 0. F55T 6f E25 0.txi"1 221.60. � x (A i,a4T J.Z. -A" if w �1 OF NE J M USKAS 4 e, AUJA 1 W ANtpNE 1 p9N 5�2�6,3p NIp tE I. x y2E 5'�NT.MET�Q�"f' 9 S. LIC. N0. 49618 ANY AL7ERA710N OR AD0I770M1 70 THIS SURVEY IS A V70LA770NE 4 P.C. OF SEC77ON 7209OF THE NEN YORK STATE EDUCAT70N LAW. (631 i Y (631) 765-1797 •=PIPE EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS P. B HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA=29, 185 SQ. FT. SAID MAP OR COPIES BEAR 74E IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 04-190 WHOSE SIGNATURE APPEARS 1FREON. ,SnI/THnIl7 N Y 11071 WWW-BORNE.DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I 1' • I I � I,- I 'I I I I I I • I X' I I ;\ I I I � I II II h" r" ULTIPLE SECTION ASSEMBLY: I I I I 1/4'THICK BOLTS Q 2'OC II II I 'i II II I I II II I � II II I -'- II II- FOR PANEL SPANS: I I I I I I I I 4'OR WIDER SPAN I I I I I I 23/32'APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD • (OVERLAP AROUND OPENINGS 4') I I rl In' II II 2x4 STRONG-BACKS @ 24-OC I I I I ASSEMBLY.- I). SSEMBLY:1).PREASSEMBLE PLYWOOD TO 2x4'S:#10X3'(w/WASHERS)GALVINIZED OR I I STAINLESS STEEL WOOD SCREW @ 1Y O.C. 2).ATTACHING STRUCTURAL PANEL-FASTEN TO BUILDING w/ #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16'O.C. . ., ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-12 (W/WASHERS) MACHINE BOLT @ 12'O.C. � s" � 1w t 4'0 ROOF VENT ROOF 4 ATTIC 1 1/1 1 1/x 1114 11/2 t 1/411/1 3 SH WER SH WER SECONDFLOO 111 *11/2 7 11/1 C. C.O. ISgra N 1 3 F.A.I. FIRST FLOOR C.d x 111 J x ACSFMFNT i1/1 11/1 1 W M SIN BASEMENT 111 !12 1 1•w. TO APROVED SEPTIC SYSTEM HOUSE TFA 5LQPE' 1/4" PER FOOT PITCH To DRAIN IA51NG SGHEMATIG N.T.S. GENERAL MOTES WIND FRAMING NOTES 1).RIDGE-TO-RAFTER ASSEMBLY 1-1/4"x 20 gauge strap shall be attached to each pair of ruflers in accordance to table 3 4 — When a collar tie is used in leu of a ridge strap.the number of 10d common nails required (�OL 1 STRI I CTIOA I NOTES: in each end or the collar tie need not exceed the tabulated number of 8d nails ire the strap 1) The inf.ru"oun St this stet al coostrructiun doc�ur e,Is is related to basic design 2) RAFTER-TO-WALL ASSEMBLY Intent and framing details They are intended as a consuuclion aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or buss to top plate shall be in for generally accepted good building practice and compliance with current New York accordance to table 3 3.When a rafter or truss do not fall in line with studs below,rafters Stale building codes The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall lop plate shall be attached to consU uction details antl procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building sound and a weatherproof completed product shall be connected with uplift connections In accordance with table 3.3E 2) The General Contractor is responsible for ensuring that all work and construction 3) WALL-TO-WALL ASSEMBLY - meels current federal,state,county and local cedes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3 3b.When wall studs above do not fall in line with studs below,the Should Ge adhered to even if in variance with the plan sods shall be attached to a common member in the floor assembly With uplift connectors in accordance with table 3 3 3I.Dimensions shall take precedent over scaled drawings. IDO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION' First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 41.The designer has not been engaged for construction supervision and assumes no connectors Steel straps shall have a minimum embedment of 7 inches in concrete responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under rnnsbuction means.methods,techniques,sequences,or procedures,or for safety the plate and paled in accordance with table 3.31, When steel straps are lapped under the Precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt speu6c use expressed or impbed in the use of these plans spacing is to be spaced and sized in accordance to table 3 2a In addition to spacing. anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 51 Refer to the Window and Door schedule for exlenor openings comers. 61 The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on me exterior attached with Bid common nails at 6"o c.at the panel edges and 12'o.c.in the field.and 7) The General Contractor is to consult with the owner for all built-in dams 12 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o c at panel such as booli shelving,pantry,closets,trims.etc edges and 10'o c.in the field shall be in accordance with the length requirements specified in table 3 15a-b el vvmd loud requirements shall be taken into account during construction. - 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS' FOUNDATION NOTES: Type II exterior shearrvalls shall meet the requirements of table 3 15a-b tines the appropriate 1l.The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16 tlelemnne Intended hnghts of finished floors)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS' Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2) All footings to rest on undisturbed(virgin)soil interior shearwalls are used.Sheathing and connections shall be in accordance with 3) Pro due 112-expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: a Any new concrete walls train attached to existing concrete structure shall Header and/or girder connectlahs shall be attached with uplift conncclions in accordance I 9 9 with table 3.5.Window sill plates shall be have steel connectors in accordance with table be installed with#4 re-bar, 18-long at 12'o c.Use approved epoxy for Installation 35 SI Unless otherwise noted,all slabs on grade to be 2500 ps.i.Concrete to he 9) CATHEDRAL CEILING ASSEMBLY poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing Interior slabs Where a ridge is to be used as a structural beam,the rafters shall ether be notched and to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafte•-to-hdge along the open ceiling part of the building.Connections to the ridge and wall shall be be til Crawl spaces to be prouded with a minimum 18'x24•access opening.Install one attached with the above requirements. 6x16 cast Iron foundation vent for every 150 sq If of area. 7) Dampproof exterior of foundation with bituminous casting as per section F14(36 of DECK AND COVERED PORCH NOTES: IN l'S Residential Construction Code.A Emil polyethylene film shall be applied over 1).Unless otherwise noted.all training material to be 91 ACO pressure treated lumber. the below grade portion of exterior walls prior to backfilling All fasteners,hangers and anchors to be galvinized or stainless steel. 61 Drainage as per section R405 of N.Y.S Residential Construction Code. 2).Girders for deck joists to be(2)2x10,bolted to each post with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES into concrete with a minimum 12"dia x 7'long anchor bolt with washers and nuts. 1) All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3) Posts supporting girders shall be anchored to a 12"x12'x 12"thick concrete feeling. Edition Wood Framing Construction Manual Use a minimum 12'dia x 7"long anchor bolt with washers and nuts Footings Shall 21.Unless otherwise noted,all framing and structural wood material to be U2+BTRbe 4 ft.below grade. Douglas Fir 4).Deck joists to have blocking at 8'0 o.c �3) Floors.walls,ceilings and rafters to be spaced at 16 inches o c.unless noted 5).A minimum of 10 inch gashing shall be installed between the building and ledger. otherwise Ledger to be fastened to building with 1/2'dia.bolls with washers and nuts 4) Unless otherwise noted.all bearing wall headers to he(2)2,10 W2+BTR.Doug.Fir. where needed. Bearing wall headers to have(2)lace studs and(2)full length studs on each side of all 6).Concrete pias shall be a minimum 6•above grade openings LVL headers to have(3)jade studs and(2)full length studs on each side of openings.Bearing wall window sills shall also have(2)window sill plates fu 2x4 wall 7).All joists to he supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'g.Provide fire to girder(s). and blocking where applicable 5) All gush beams8headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. anchors where applicable to all connecting joists PLUMBING NOTES 6) Double up floor joists ander walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N Y.S.Residential Floors to have ceramic the installed shall be verified for proper load capacity unless noted Cousfructmn Code on plans 2).Verify septic system with the Engineer for Suffolk County Health Department approval 7) Provide blocking/hndgicg in floor joists at 8'0 o.c. Use solid blocking in floor joists under all bearing walls 3) If wall studs,plates or joists are cul out during installation for any plumbing related work. provide adequate bracing and plates to protect and secure the structure Verify with the 81 Promde Insulation baffles at Save vents between rafters.lestag draft blocking as state code and manufacture's recommendation fa maximum hole size and spacing permitted. needed ocHVAC SYSTEM NOTES 91 Unless otherwise noted,all roots and walls to have a minimum 112•thick,4-ply Fir 1) Mechanical subcontractor is responsible for adhearing to all applicaale codes and safety 1 COX exterior sheathing grade plywood.Plywood to cover over plates and headers requirements. 101 Unless otherwise noted use 314'thick Tl PTS Fir or Advantech plywood subgoal, 21 HVAC subcontractor is to fully coordinate all system data and regwremem, .4h the adhered will,PL400 adhesr,a and screwed to floor joists.Finished flow to be installed equipment supplier. over subllow as per manufacture's instructions 111 All bathroom walls to have 112"thick moisture-resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to tie General ceilings and over furnace to have 518"thick type-x sheetrock.All other parts of building Contractor and owner for final review and approval. to have regular 112"sheetrock All wags to be taped and finished. ELECTRICAL NOTES: 12) All roof with a pitch less than 412 shall be installed with an Ice 8 Water barrier or 11 All electrical to be Installed as per N.Y.S Residential Construction Code approved equal Flat mots shall be applied with a Fiberglas base sheat with i EPDM torch down type material over 2).All eledncal work shall be approved by a qualified Underwriter. 131 All sill plies and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-lex termite shield or approved equal. of N Y.S.Residential Construction Code. .V tT JII�'7.•'d x.. Q PLAN CONTENTS: NAILING SCHEDULE OCCUPANCY CLASSIFICROOF FRAMING:ATION 51 NTIA NAIL BUILDING USE JOINT DESCRIPTION QTY SPACING NOTES BUILDING HEIGHT RAFTER TO K WALL3-8d COMMON EACH TOE-NAIL TOTAL 50. FT. OF CONSTRUCTION TOP PLATE 10'WALL.4-8d COMMON RAFTER CEILING JOIST K WALL:3-13d COMMON EACH TOE-NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TO TOP PLATE 10'WALL'4-8d COMMON JOIST 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL CEILING JOIST 70 AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CRO55 SECTION AN2 GENERAL NOTES PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECK5 40 OVER PARTITION WFCM-68C LAP NAIL ATTIC5 w/o STORAGE 10 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 BLOCKING 2.Bid COMMON EACH TOE fLl'✓E LOADS PSP) TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 RIM BOARD EACH END ROOMS (SLEEPING) 30 TO RAFTER 2-16d COMMON END NAIL STAIRS 40 WALL FRAMING: GAURDRAILS (ANY DIRECTION) 200 NAIL EXPOSURE SATAGORY JOINT DESCRIPTION QTY SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE TO 2.16d COMMON PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE a GENERAL NOTE PAGE TOP PLATE FOOT SEE NOTE 1 NAILING 5CHEDULE SEE GENERAL NOTE PAGE TOP PLATES AT q.16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL EG 55 5FF FLOOR AN5 AND WINPQW r2CHFPULE STUD TO 2-16d COMMON 24 FACE STUD O C NAIL HEADER TO 16d COMMON 16"0.0 FACE HEADER ALONG EDGES I NAIL TOP OR BOTTOM 2-1bd COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO PER FACE NAIL FLOOR JOIST.BAND JOIST, 2-16d COMMON FOOT SEE NOTE 1,2 PLUMBING RISER DIAGRAM END JOIST OR BLOCKING FLOOR FRAMING: JOINT DESCRIPTION NAIL QTY SPACING NOTES JOIST TOPER TOE SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE 70 JOIST 2-Bid COMN40N END NAIL FIRE PROTECTION BLOCKING 2-Bid COMMON EACH TOE (SMOKE z CO2 DETECTORS) SEE FLOOR PLANS TO JOIST END NAIL TRUSS DESIGN N/A - STAN 4 STICK AME CON5T UCTION BLOCKING 3-16d COMMON EACH TOE SILL OR TOP PLL ATE BLOCK NAIL ENERGY GA GU AT IONS R SC14CK 3.5 ft I LEDGER STRIP 3-16d COMMON EACH FACE TO BEAM JOIST NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA JOIST OB LEDGER PER TAE TO BEAM 3-Bd COM11A10N JOIST NOL GROUND WIND SEISMIC FROST WINTER ICESHIELD BAND JOIST 3-16d COMMON PER END FLOOD TO JOIST JOIST NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 6AND JOIST TO PER TOE NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED SILL OR TOP PLATE 2-i6d COMM1ION FOOT SEE NOTE 1 46 LBS. 720 B SEVERE 4FT. MODERATE SLIGHTTO MODERATE 11 NONE - ROOFSHEATHIN : JOINT DESCRIPTION QTY SPACING NAIL NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 3.8 WFCM-SBC SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD CEILING SHEATHING: 4'PERIMETER EDGE ZONE Bd COMMON @ 6.O.C. 8d COMMON @ 6"O.C. SEE NOTES' 1,3 NAIL NAIL JOINT DESCRIPTION NOTES INTERIOR ZONE 8d COMMON @ 6"CC Bid COMMON @ 12"O.C. SEE NOTES' 1 I BOTH FIELDS) QTY SPACING NOTE:2 FOR PANEL FIELD GYPSUM 7" O C.EDGE GABLE ENDWALL RAKE AND RAKE TRUSS Fill COMMON @ 4"O.C. Bd COMMON @ 4"O.C. SEE NOTES:1,3 WALLBOARD 6d COOLERS 10"O.C.FIELD NOTES WALL SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION NAILNAILSPACING NOTES P 11 For roof sheathing 4 feet of the perimeter edgeof the tool,including d feat on each side of the roof peak, the 4 loot perimeter edgege zone attachments required shall STRUCTURAL AS ER TABLE 3perimeterall be used Rd COMMON PANELS WFCM-SBC 7116"OSB 6d COMMON 3"O.0 EDGE 21 Tabulated 12 inch o.c nail spacing assumes sheathing attached to rafter/muss framing members With G>0.49 PLYWOOD 6"O.C.FIELD For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o c GYPSUM Sd COOLERS 7 O C EDGE WALLBOARD 1 D.O C.FIELD 31 Tabulated 4 inch o c nail spacing assumes sheathing to rafter/(mss framing members with G>0 49.For �� ]�N framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. ' I JOINT DESCRIPTION NAIL NAIL QTY I SPACING NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS: sTRu 1"ORALPANELS Ba caMMON 6"OJ EDGE 1" R LESS 12"0 C FIELD SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES N AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4'EDGE ZONE Bd COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES: 1,3(BOTH FIELDS) THESE NOTES ARE ONLY TO BE REFERRED TO IF NOTE:2 FOR PANEL FIELD MENTIONED IN SCHEDULE NOTES ONLY. INTERIOR ZONE 8d COMMON @ 6"O C ed COMMON @ 12'O C SEE NOTE 3 1).Nailing requirements are based on wall sheathing NOTES nailed 6"on-center at the panel edge If wall sheathing is rallied 3'on-center at the panel edge to obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. shear capacities,nailing requirements for structuralmembers shall be doubled,or alternate connectors. 1( For wall sheathing within 4 fee[of the corners.the 4 loot edge zone attachment requirements shall such az shear plates,shall be used to maintain load path be used 2).When wall sheathing is continuous over connected 21. 12 inch o c nail spacing assumes sheathing attached to sled framing members with members,the tabulated number of nails shall be permitted to be reduced tot-16d nail per foot G>00 49 a9 For For f framing members with 0 421G<,the nail spacings shall be reduced l0 6 inches c,c 3) For exterior panel siding.galvlmzed box nails shall be permitted to be substituted for common nails. TYPICAL DECK WIND UPLIFT R---g REMENTS HEADER GIRDER CONNECTIONS: USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED DECK Ta, UPLIFT METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN Ibe. INSTALLATION BY MANUFACTURE. 1408 PRODUCT DESCRIPTION GALV. MINIMUM DESCRIPTION 1818 NUMBER lbs. FASTNER REQUIRED 2O2341 4z4 POST: (12) 16d COM, NAIL 2811 PBS44 POST CAP 1815 BEAM: (12) 164 COM. NAIL 1059 4x4 POST:(8)16d COM.NAIL ae 2415 PBSE44 END POST CAP 1430 BEAM:(8) 16d COM. NAIL J 10' soya BEAM/GIRDER: (2)5/8"BOLTS 12' 3118 KC44 44 COLUMN CAP 3265 POST/COLUMN:(2)5!8"DIA.BOLTS 6' 2310 36' 10' 0514z4 FOOTING/PIER:5/8 x7"ANCHOR BOLT 12' 4621 PAU44 POST ANCHOR 2240 POSTIGIRDER: (12)16d COMMON NAILS 04 WET POST ANCHOR CBE44 COLUMN BASE 3585 POST/GIRDER: (2)1/2'DIA. BOLTS UPLIFT CONNECTIONS FOR: KCB44 44 5650 WET POST ANCHOR JOISTS-TO-GIRDER/HEADER COLUMN BASE POST/GIRDER:(2)5/8"DIA. BOLTS 0 DECK CONNECTION ;IN Bd NAILS 64 POST: (12) 164 COM.NAIL o SPAN CAPACITY REQUIRED PBS66 POST CAP 1815 BEAM:(12) 16d COM. NAIL 421 Ibe. 4 pg$E66 6x6 1480 POST: (8) 16d COM. NAIL 16' 526 lbs. 5 END POST CAP BEAM:(B)16d COM.NAIL a 20' 626 Ibe. 5 6x6 5225 BEAM/GIRDER: (2)5/8"BOLTS •e — — — — — 24' l26 Ibe. b —_ o' „III=III=III-III=III=III_111^111=111,111 II „III=III=,III8261bc 1 KCC66 COLUMN CAP POST/COLUMN: (4)5/8"DIA.BOLTS 28' TYPICAL DECK 32' 521 Ibe. 8 AN FOO/GIRD IRR: S/) 16d ANCHOR BOLT 36' TIO Ibe. 1 PAU66 POSTANCHOR 2350 POST/GIRDER: (12) 164 COMMON NAILS N.T.S. 6x6 WET POST ANCHOR CBE66 COLUMN BASE 3570 POST/GIRDER: (2) 1/2"DIA. BOLTS 6x6 WET POST ANCHOR KCB66 COLUMN BASE 5640 POST/GIRDER:(2)518"DIA.BOLTS TY-DOWN JOIST: (6)8d COMMON NAILS RT10 ANCHOR 585 HEADERIGIRDER: (5)Bd COMMON NAILS ALT. RT20 TY-DOWN 1105 JOIST: (9) 10x1-1/2 NAILS ANCHOR HEADER/GIRDER: (4) 10d COMMON NAILS INSTALLATION NOTES: 1). ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WITH POST ANCHOR 2). HEADER&GIRDER CONNECTIONS TO BE ATTACHED TO EACH POST WITH POST CAP 3).EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS. JOIST HANGERS TO BE ATTACHED TO A PT LEDGER BOARD THAT IS TO BE BOLTED TO BLDG. _ WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUM5ER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RTI5 APPLY TO EACH RAFTER (USE WITH 5PTH4 CONNECTOR) PLATE-TO-WALL STUD 6PT144 APPLY TO EACH WALL STUD 2ND, FLOOR WALL-TO-IST, FLOOR WALL KLFTA OR M6TA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR AD55 APPLY TO EACH SIDEWALL END IST, FLOOR-UNDER-SILL PLATE MSTA36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS FOR ALLOWING ANCHOR BOLT CONNECTION FOUNDATION 5/8'DIA.ANCHOR BOLT CONNECT CORNER STUD SUPPORTING MAXIMUM SPACING HOLDDOWN INSTALLATION TO TRANSFER SHEAR SILLPLATET RFOOU DATITION STORY 7z oc CRAWL SPACE OR FOOUNDATION FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION 2 STORIES 36,OC AWL SPACE OR FOUNDATIONL_ COMMON NAILS 6 roil O,C, WALL BOTTOM PLATE TO FOUNDATION _ SLAB-ON-GRADE 1-2 STORIES 57'OC SIDEWALL 0 -'' ^' 7ENUSE WITH 3x3 SQUARE WASHERS DWALL i1 (USP LBP558 OR 151`583) SHEAR WALL CORNER CONNECTION f / NOTCHED RAFTER ] RAFTER-V I RIDGE RIDGE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER RAFTER TOP PLATE TOP PLATE F7 i WALL STUD WALL STUD i TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING \ \ WOOD GIRDER - / JOIST FRAMING OYER WOOD GIRDER WALL STUD \ WALL STUD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE JOIST ----0 DOUBLE JOIST DOUB JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS , 2ND. FLOOR WALL STUD - KING STUDS - 2ND, FLOOR PLATE — CRIPPLE STUD -- > SUBFLOOR - RIM BOARD a 1� -j HEADER WOOD JOIST-- - ISI GIRpER/HEADER— j9 IST. FLOOR TOP PLATES - \ JACK STUDS WOOD JOIST— IST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS IST, FLOOR WALL STUD j IST. FLOOR PLATE �_ SUBFLOOR '� SILL GASKET t e WALL STUp - ` , ` v TERMITE SHIELD BOTTOM PLATES �\ RiM BOARD �` t -' SUB FLOOR i DBL. SILL PLATES \\,yJ\- DOUBLE SILL PLATE (TO OVERLAP JOINTS) DOUBLE JOIST FOUNDATION WALL 0 n FOUNDATION WALL- - V ; o� n DOLIBLE .HOIST FOR NON-BEARIN6 WALLS IST, FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORIt . - 7' 4 _ * _ P OV �4" DATE I RI V A IPED AS NOTEDWDEaw�"'S CERTIF14, _.-.—._.-- --- - rs p 30402- � e,�UIHED FEE: If BY:1 `J. 2 NOTIFY BUILDING DEPARTMENT AT I 0 765-1802 B AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: n � / 1. FOUNDATION - TWO REQUIRED PLUMBING FOR POURED CONCRETE ALL PLJMBING WASTE i70 t > �y -I I - C"�f".Gll .' i ad,lCd `dc f !"� Q ' - Ptd/8 GPL 5Lp C!� �c + �, �,fu u� W OCCUPANCY 2. ROUGH - FRAMING & PLUMBING &WATERORE COVED h� 3. INSULATION TESTING BEFORE COVERING -11- 1 R ----------�- i pr, i - -- -- _-' -- - � � O 4. FINAL - CONSTRUCTION MUST I .F A"6pVE X �- -- -FLgo2 Ju15'T.7 �11eauE ` � \L o0 1♦; I I BE COMPLETE FOR C.O. i I I w l SE IS UNLAWFUL ALL CONSTRUCTION SHALL MEET THE - - - - _ '._-�_-- -"_ -- - " �� I N � OF OCCUPANCYWITHO �II�'�� REQUIREMENTS OF HE RESPONES SIBLE NEW UT CERT IDESIGN OR CONSTRUCTION ERRORS. Cr15L !af s. s 4Cf oh/ I •� � �� Ilr YORK STATE. NOT RESPONSIBLE FOR W.A K. Aaa vE- �i 3 Z .5r1 wt I p III 1 q�l COMPLY WITH ALL CODES OF C - CODES AH Rfo4E W SDUfHOLDTOWN ZBA 2- / 4 � Ir �,� Mfc�Lvcp '1 D � N W �� ----1"� �I�� - _F-T _ w I v �, �- - - � I , I SOUTHGLD TOWN PLANNING BOARD j 73 J,4 rTX 5Ew � hl I I ^ SOUTHODTOWN TRUSTEES --- - N.V.S.DEC fl CERTIFICATION OF ^_- N ALICONSTRUC ENTSOUIN LL l VW THE IR V j NAILING &CONNECTIONS RK$TAFT REQUIRED. — FLOOD ZONE ------ -------- - - '� �- FLOOD DAMAGE WITH E PREVENTION 6" 0 o P \ I � COMP DAMAGE PREVENTION ' I y/8 "M! 6Kac A q yJ rSOUTHOLO TOWN CODE. �� 4MlpPIT� �� pL'�b PLUMBER $ _ _ _ R CERTIFICATI(MI � ON R LEAD CONTENT BEFORE 2-Z 8 �, I I \ TIFICA TE OF OCCUPANCY -- - -- - k SOLDER USED /N WATER - u -Aim ISUPPLY SYSTEM EXCEED 2/10 OF 1 CANNOT 1 -- - -- — � I a I 3(p n 2-z 4 wasr I ¢Bx/ x 3,5� CSM TS G�W...yyyx... G lµ �'1.�Oilt k.a. 2'K�S°,KO Y1On5`RP M __ -Y- -0 2 - 2 to Z- 2!x8 I o p�p�zooM 'A � , F r— i8' o L• 14-tq 3� Z. d o 117/B,-art 4a N'14 "off SET N F�.n6R_ .lars A�ovE Lv; 1 1 ti �N j I FAM I L `'� i ock ,s _.-_ c r1 'tJ 0� . I � �Y 11 1 II n n 3z 14 Q ¢_ o c_ O -- - o C NT k ti o tT 1 N 30 j I N a r C) - d t LIVING ,� oaM d bI n)r uG e M - � W i 0 2 2 a' - Z. _...-•—'__ -' -' _ --__. - .. . -. _ -N 4 2 .r-5 t Y' - m4 Y_K..T Jx0 u VAI II } 2 2 Ans�/ M •- � � �� i I I MAKK IC, S� Iwar�rzgIr - 11- oa - 04 MALLINAU5kA5Hoc) :55 Y? o. 150X 933 63?- X34 41 S 5 --- _— L 7k IQ $� _ I GOVT, R f oG rs T yr•� r - tic 4�i r 001 IvFkjT- FO l, rl�ywto awl - r S.4"11 1JG, -711 FL - �— Grcrx�� SNw,c�rs WO � -w mA-Tr-4 eO r7. _ B 'Of ` -F- 'f'l � ' T SOcrl"H CL-L v.4 Ti c7�1 F—/\ %T E�- C<E VA T l oN It 4-7 { - -- - } ?--- 4- i4 �-^ Ki46E VEi✓r IS D`/ CaQ�o cc; ASPHALT { 2 K i CEYvbC a F A M I 1. Y R o o M ��, _- -- - - - WO fz NK WF 51" ELF—:: VAT oQ14 -..-- ` rya M,4r4K I - SctlnJgrz.r2, A � 1 - ' �`� �. T9 - _ MAI,, VrJrAu,�1�-A��„ I�loc,� S�. ACC-H1'rrC-Tj PL-.L-C- BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: iZ /04 APPLICANT: Lowe's Mahn n, vis DATE SUBMITTED: 11 / io /04 SCTM#DISTRICT: 1,000, SECTION: 4o , BLOCK: 3 , LOT: 9.4 SUBDIVISION: ,v/ ADDRESS: jg6- � �j}. CITY: ��nc$- ZONING DISTRICT: CONFORMING? A BUILDING PERMITS OPEN/EXPIRED: PRE CC6R N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/ C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: '�0'� ACT. LOT SIZEP71, REQ. LOT COV. ��o—ACT. LOT COV. REQ. FRONT PROP. FRONT° _REQ IDE (04;� ACT. SIDE REQ. REAR j PROP. REAR REQ. HEIGHT --PROP. HEIGHT PROJECT DESCRIPTION: Alm jwz B wL ESTIMATED PROJECT COST: GM!P/ENGINEER� �� WATERFRONT? DESCRIPTION: PANEL # �� FLOOD ZONE: BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or4M(BED#): DT / / PERMIT#: TOWN SEPTIC RECEIPT: Y o1T EPTIC CERTIFICATION: Y a NEW YORK STATE DEC: PRE-DEC 9/1/75 YES oro—) DTE: /_/ PERMIT#: --SOUTHOLD TOWN TRUSTEES: YES or DTE__/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or i�n DTE: / /_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES w60 DTE / /_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES orio NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: 550 SF SECOND FLOOR: qou SF OTHER: SF INIT OTHER TOTAL TOTAL: U SF FEE FEE FEE tlo ( 95 0 SF)- ( SF)= /90 SF X$ 34 =$ +$ I 6z) +$ =s 19-0� ASF)- ( SF)= SFX$ -=$—+$—+$—=$ ( SF)- (SF)= SFX$ -=$—+$—+$ _$ FINAL TOTAL: $ I NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice 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:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N b PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)