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HomeMy WebLinkAbout31020-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31554 Date: 05/03/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1020 SEVENTH ST GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 48 Block 2 Lot 40 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 23, 2005 pursuant to which Building Permit No. 31020-Z dated MARCH 24, 2005 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 SINGLE FAMILY DWELLING WITH COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to DANIEL & TINA FINNE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL R10-05-0009 04/13/06 ELECTRICAL CERTIFICATE NO. 2086382 04/18/06 PLUMBERS CERTIFICATION DATED 04/12/06 BERTSAND PLUMB & HEATING Aut rized Signature Rev. 1/81 apt` Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL }R 26 765-1802 - APPLICATION FOR CERTIFICATE OF OCCUPANCY 21 r) Thrs app [cation must be fille to by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"Pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swiuuning pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 i / Date. 3 New Construction: Old or Pre-existing Building: (check one) Location of Property: j d a U 7 ,!�54 House No. Street Hamlet Owner or Owners of Property: � ,9 ,f-z f j/,657 Suffolk County Tax Map No 1000, Section_ �}�j/� Block 0 0 0 Z Lot 411 Subdivision Filed Map. Lot: _ Permit No. 3/0-2 0 Z Date of Permit. 3 sZ y a Applicant: ��/ / / //✓N�� Health Dept. Approval: Underwriters Approval: _ Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: Applicant Signature at 3iSsY ° CP CPCP CP[P C.I�C.�[.nC.I�LnCnCPC.)7LI�LI�Cnf�LnLI�L1@PC! r ::1 ::1 i0 PLI 11 1 !�CJ7CPC.I�LnL11111nLnLI�[WCJ7C.I�CnC.l�L17PrPECPr C.n 5 BY THIS CERTIFICATE OF COMPLIANCE THE r5j W� NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 55 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 JIM SAGE ELEC. INC. DAN FINNE c5 rj P.O. BOX 38 7TH ST 5 GREENPORT, NY 'l1944-0038, GREENPORT, NY 11944 5 Located at 7TH ST GREENPORT, NY 11944 �S Application Number: 2086382 Certificate Number: 2086382 5 Section: Block: Lot: Building Permit: BDC: NS37 rrr5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 55 electrical devices and wiring, described below, located in/on the premises at: c� Basement,First Floor, Second Floor,Outside,Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed r5j 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 5 authority having jurisdiction, and found to be in compliance therewith on the 18th Day of April,2006. 5 Name QTY Rate RAgU Circuit 7 e L+ 5 Alarm and Emergency Equipment 5 5 5 Sensor 5 2 0 Carbon Monoxide 5 Sensor 6 0 Smoke 5 C5 Appliances and Accessories S tC+ Dish Washer 1 0 1.2 KW 5 F], Range 1 0 11.0 KW 5 Exhaust Fan 1 0 F.H.P. 5 Furnace 1 0 Oil 5 S' Wiring and Devices r+ SOutlet 24 0 Fixture 5 5 Fixture 24 0 Incandescent 5 Outlet 57 0 General Purpose 5 C Receptacle 35 0 General Purpose 5 5 Switch 33 0 General Purpose 5 Paddle Fan 4 0 5 Receptacle 1 0 20 amp Laundry 5 Receptacle 1 0 30 amp Dryer seal Receptacle 5 0 GFCI 5 Continued on Next Page 1 of 2 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. S am rJ'ctrJ@I'rJMUr.J'PrJ'cP MREL'cPLI'P 'cfcPrJrJ03ILrJcPrJ�rJ�Jcfr�fc061LO6m3roa is I BY THIS CERTIFICATE OF COMPLIANCE THE 61 I NEW YORK BOARD OF FIRE UNDERWRITERS I BUREAU OF ELECTRICITY I 40 FULTON STREET — NEW YORK, NY 10038 I I CERTIFIES THAT c Upon the application of upon premises owned by 5 j JIM SAGE ELEC. INC. DAN FINNE P.O. BOX 38 7TH ST 5 GREENPORT, NY 11944-0038, GREENPORT, NY 11944 Located at 7TH ST GREENPORT, NY 11944 Application Number: 2086382 Certificate Number: 2086382 5 Section: Block: Lot: Building Permit: BDC: NS37 rrr+++ Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement,First Floor, Second Floor,Outside,Attic, rC 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 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 18th Day of April,2006. 5 Name QTY Rate Rating Circuit Type I'+ Service 5 1 Phase 3 W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 5 5 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. j S �lir�g FFU 9 o Town I Intl, 53095 Mnln nond H x Fnx (516) 765-1623 P. O. Box 1179 :I Telephone(516) 765-1802 Southold, New Yoik 11971 Iff ! 1 y��l gaol{(It OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C L•' It T 1 r I C A T 1 0 N DATE: April 12 , 2n06 Building Permit: No. 31020 Owner: (pleaseprint) Plumber: Bertsand Plumbing_ & ,Hea.ting, Inc. (please pr1nL) I certify that the solder used in the water supply system contains less than 2/10 of 18 lead. Z�� txx—j��— ( Plumbers Signature) L c elft /9 - �� Sworn to before me this 12th day of April 2006 Notary Public, Suffolk County Mean M.Meaebe . Notary Public,State of New York No.4826942 Qualified in Suffolk County Commission Expires January 31,20_Lp 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. 31020 Z Date MARCH 24, 2005 Permission is hereby granted to: DANIEL & TINA FINNE 120 CENTER ST GREENPORT,NY 11944 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT PORCH AS APPLIED FOR at premises located at 1020 SEVENTH ST GREENPORT County Tax Map No. 473889 Section 048 Block 0002 Lot No. 040 pursuant to application dated MARCH 23 , 2005 and approved by the Building Inspector to expire on SEPTEMBER 24 , 2006 . Fee $ 603 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 "ISI 2 7 To: Town of Southold Re: Insulation Inspection Dan Finne 1020 76 St. Greenport, NY Permit# 31020Z To Whom It May Concern: An Insulation Inspection was preformed at the above mentioned property, all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. : y V.- Sincerely s r m y es . eerkoski P.E. �nl NCO fin• 07'252 pq�FEs`.it�NP � JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Strapping/Framing/Plumbing Inspection Dan Finne 1020 7� St. Greenport, NY Permit# 310202 To Whom It May Concern: This letter certifies than all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Framing/Plumbing Inspection was also Performed on this Stnicturc, and all framing and Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. OF N Y J DEF f0 incerely rcc O W d Jame er o ' P.E. O.o O. 0725� 23 765-1802 BUILDING DEPT. INSPECTION [ ] F DATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C DAT ZI ©CINSPECTO 76S-1802 BUILDING DEPT. SPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �/ INSPECTOR o�apF SOUTyo cou TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:. 2c7,,L➢ (� F DATE ( �� INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS W FOUNDATION (1ST) - - d F ------------------------------------ FOUNDATION(2ND) - - --- b z J CIl leH ROUGH FRAMING& -- - - PLUMBING L INSULATION PER N.Y. STATE ENERGY CODE ---__.--------. - -- - --- - --___-___ FINAL ADDITIONAL COMMENTS Z Z r � o o � � x , d a � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,b�efere applying? TOWN HALL Board ofHealth�l/ SOUTHOLD,NY 11971 4 sets of Building Plans ✓ TEL: (631) 765-1802 Planning Board approval /✓ FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3/daD Check Septic Form N.Y.S.D.E.C. Trustees N Examined_ ;O} �3 , 20'os� Contact: Approved 20_05� Mail to: Disapproved a/c Phone: ]]' Expiration ,20©,6 Building Inspector APPLICATION FOR BUILDING PERMIT DEP'. Date —S o7Z 20 O TgwN OF 01,JH0L`� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or arias, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of of pplicant or name,if a corporation) (Mailing address of applicant) ]�y State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises / )fJ/✓/E1j/(/•'/C (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 which proposed work will be done: x_070 2 t-A 3- 4 .t 2L House Number Street Hamlet County Tax Map No. 1000 Section 6k Block 1-2 Lot Subdivision /4r ,2AIZ 6 J9, ,A6 Filed Map No. Lot S (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy l/f/c hr�, Z l ,✓ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building ? Addition Alteration__ Repair Removal Demolition Other Work �_ (Description) 4. Estimated Cost 1// ,2?(7 47 el'!' 6 G` 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 existi g structures, if any: Front �✓ /J Rear _Depth Height Number of Stories Dimensions of sarne structure with alterations or dditions: Front tiZRe Depth /+i Height' Number of Stories 8. Dimensions of entire new construction: Front 220 Rear 4 C Depth /// Height 499,16 )e Number of Stories Z 9. Size of lot: Front Z 5 Rear y 5�� Depth /d 10. Date of Purchase Name of Former Owner z2v- ✓Z61 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_A 13. Will lot be re-graded? YES NOAWill excess fill be removed from premises? YES NO X 14. Names of Owner of premises 0/ "W C"��� Address %tee E _Phone No. Name of Architect Address Phone No Name of Contractor i9 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__NO_X * 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 0P,' 'fw'z-/ 4- "Iz— being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is they�if r/_2 (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. Sworn to�efore me this "��pp'' day of )MOYC - 20b< �(% 1 Nota lic Signature of Applicant MELANIE DOROSKI NOTARY PUBLIC State of Newlbik No.01D64634870 Qualified in Suffolk Counttyy Commission Expires September 30 SURVEY 0E LOT 56 FLINT Sr�EEr N MAP OF "6REENPORT DRIVING PARK" FILED DEC. I, 1909 , MAP a 369 51TUATE: OREENPORT TOWN SOUTHOLD � „ W � E 1 SUFFOLK COUNTY, NY SURVEYED 02-13-03 _ <S S AMENDED 03-24-03 'm PROPOSED ACTION 03-09-04 F ; REVISED PROPOSED DRIVEWAY 02-04-2005 W - Z Lor 5g SUFFOLK COUNTY TAX # W -+ 44t F 7' 1000-48-2-40I i7 CERTHqED TO: , r DANIBI..FINNB u: , FIRST AMMICAN T1TLE INSURANCE CObIPANY OF NEW YORK ._t l at a W NORTH FORK BANK O r I > Ca Q1 C1 I PCO Lor 7 a, LOT gq ' PCOLOT 57 I public ry,ter I - _ I R 13.5' 3 public ryater _°wH 582�4T1U"E �I publlc k+ater e. chain Ink fen a 1'i 8 00•w 5' L.p LOT 56 xis el 14' in m . n Proposed drlvev/ n ------------ -" --- - � - _ y test g hole � ,w w I 5' i 44A' ------- - (y min. L.P. I 35' 1 Pr o Sed O i ;' Q OpOSe ,' "aPaaed .voter u„_ i a ptttllny-envelope'_________ -- - HSE el. . �O ~ �.p F puI IS' nl _m ,Qw IQ 3 &h I m5'in. X0.4' _ / I 4''--- 11 blic rya[er DILAPIDATED SNO{y FENCE � " I m`a•i LOT N8204f7►lq� ALONG P �� ,5 i jppa�! 14' I /�� I vV w �11 i I el. 14, J 3 exisE;�3 f.c Su e water t0 I I I LOT 55 �-�removed I I ICAVA FOR iii.. By HL.� HrDR A�yVw�ay,�yrIntu • � w - - H f� LOT 54 -- sq' - ------..-- Q � > Test Hole o o 1„ v_ I `' EI = 14 Dryenmy � 0:z a 12-31-03 ' o J 0 E" 7" rt ti ask uU OL e"O'"' � L:1 :J t.on 4 :,TfY_ W f W U O ® F ta SM W l 'Q U p /•�L 5 Q d1 CIL 61, SG am k L:I O .y 4 Cr s�y LINNET n If 4 40 _ W 8 — ri�E,Fr � ti 2 W i �, Fw `7 Lu Q-0 coo-e. p v Ey In .S, !Y E Z 0 SEPTIG DETAIL w o to yyier PROPOSED C, I3. lai � not to 5GQIe WELLING W o W a ow. �te.,W 0 t y a 5w FM '`a.�Y r� Q L'1 io EL= 15.0 existing grape m z coQ>e � mex. 2' min. smo ge r '• min. 1' cover in3 X14.0 ]e. k :z„..->a, c cpver inv.. 13.3 900 ppet. leeen lnq 13.f aaptit min. pitch 6otltleep m1n. pltcm tank 1/<' per FC \� S' tlie. 1/4” par 1t NOTES: 450 f. side all El= 7.1 min. 3' O PIPE FOUND <n � �+a�, separation PROPERTY ZONE R 40 _ ground water EL- 2 1 wti -.-1 Nth FEMA FLOOD ZONE X �. I ELEVATIONS REFERENCE SUFFOLK COUNTY TOPO MAPS JOHN C. EHLERS LAND SURVEYOR AREA = 4500 S.F. 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG SGALE 1"= 20' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp serveAdWROS\03-13ill 5 c- ISURVr-Y OR LOT 56 MAP OF "6REENPORT DRIVING PARK" `_1� �� N FILED DEG14 . I, 09 , MAP 0 369 7/ G Gn 51TUATE: OREENPORT /A I TOWN: SOUTHOLD SUFFOLK COUNTY, NY e r '; 5002 S 1 if 1( SURVEYED 02-13-03 I h I S AMENDED 03-24-03 PROPOSED AGTION 03-09-04 ) ' 'REVISED PROPOSED DRIVEWAY 02-04-2005, FOUNDATION LOGATION 0-7-11-2005 - -- SUFFOLK GOUNTY TAX u 1000-48-2-40 FLINT CERTIFIED TO: STREET DANIEL,FWNE FIRST AMERICAN TnLB INSURANCE COMPANY OF NEW YORK NORTH FORK BANK m m 0 I � o s7)as I bio oT I =io :T %; q. I I o _ I i � 139 3 I S82°47'10^E LLIJ O e J1 chain Ink Fen o e _ OANX 100.001 jN Lu i 3 z 0 34 N v C} LIL o I - Concrete ? � � II Fq ,- v n on dqt , i In �jO I 4I N `? � 3 DI LAP I D O A iED i0 5 NO W F - N82 047'10 ENGE ALONG p� O ��� � ,w 100 � � W I •00� I � 3 I I I )i.CT �J i � 3 (Lo- 54) 3q - tE�P, y Dwelllntj o er ralt�M LINNET ST NOTES: ET O PIPE FOUND e, JOHN C. EHLERS LAND SUR VE ' _ Y I AREA - OR 4,500 S.F. 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 I GRAPHIC SCALE I"= 20' RIVERHEAD,N.Y. 11901 - 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\03-130.pro 5URVEY OF LOT 56 MAP OF "6REENPORT DRIVING PARK" N FILED DEG. I, 1909 , MAP a 36q 51TUATE: CGREENPORT TOWN: SOUTHOLD r s- 9 W E SUFFOLK COUNTY, NY ° SURVEYED 02-13-03 AMENDED 03-24-03 <� S PROPOSED ACTION 03-001-04 REVISED PROPOSED DRIVEWAY 02-04-2005, FOUNDATION LOCATION 01-II-2005 FINAL SURVEY 03-24-2006 ( SUFFOLK COUNTY TAX �[�J� � 1000-4H-2-40 - - FWNT `� SUFFOLK COUNTY DEPT. OF HEALTH 5ERVIGE5 REF. x RIO - 05 - 000q CERTUMID TO: DANffi.FINNIB i FIRST AMERICAN T11LB INSURANCE COMPANY OF NEW YORK NORTH FORK BANK s T S , I a1 I I I 82 S 04/7 1 aN 10 E J! chain Ilnk fen U� o _ o.H 100.00LP . O tea, ---- rF -----' W wtlMt o-�� W 22 L.p -------- k I N -� I 2 Story water service �(� n Frame " �z tee, Hovse Z shed m O ' o wood - 261 V� steps N 27 DILAPIDATEDSNow O 0 N82° EEN E ALDN� — S 47'10'fyV _ r.� W I 100.00' N I _ I c� NOTES: I ,�v,l LINNET "' TREE-r .. II D 4a: O PIPE FOUND i. o " 0 m r _ JOHN C. EHLERS LAND SURVEYOR AREA = 4500 S.F. 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 6RAPHIG SCALE I"= 20' RIVERHEAD,N.Y. 11901 - 369-8288 Fax 369-8287 REF.\\Compagserver\pros\03\03-130.pro w Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename:finne.rck COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.15 DATE:03/21/05 DATE OF PLANS: 03/2005 PROJECT DESCRIPTION: Dan Finne COMPLIANCE:Passes Maximum UA=307 Your Home UA=307 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Eerimetei R_Value R_Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 719 30.0 0.0 24 Wall 1: Wood Frame, 16"o.c. 896 15.0 0.0 58 Window 1: Wood Frame:Double Pane 103 0.500 51 Door 1: Solid 39 0.280 11 Wall 2: Wood Frame, 16"o.c. 784 15.0 0.0 49 Window 2: Wood Frame:Double Pane 142 0.500 71 Floor 1: All-Wood Joist/Tmss:Over Unconditioned Space 719 38.0 0.0 19 Floor 2: All-Wood Joist/Truss:Over Unconditioned Space 719 30.0 0.0 24 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 and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment;,! plans or specifcations are in compliance with this Code. Builder/Designer_ \JT Date 0 `f REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 03/21/05 Bldg. Dept. Use I Ceilings: [ 1 I 1. Ceiling 1: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: _ I I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation I Comments:_ [ 1 I 2• Wall 2: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments:_ I I Windows: [ ] 1. Window 1: Wood Frame:Double Pane,U-factor:0.500 I For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] I 2. Window 2: Wood Frame:Doubie Pane,U-factor: 0.500 I For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes( ] No I Comments: i Doors: [ ] I 1. Door 1: Solid,U-factor:0.280 Comments:_ I Floors: ( ] I 1. Floor 1: All-Wood Joistfrruss:Over Unconditioned Space,R-38.0 cavity insulation Comments: [ 1 2. Floor 2: All-Wood Joist/Tmss: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 leakage must be sealed. [ 1 I Recessed lights must bel)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ 1 I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: � 1 [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ 1 I Materials and equipment must be identified so that compliance can be determined. [ 1 Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ 1 I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ 1 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- I 1 I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. I I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), I mastic-plus-embedded-fabric,or tapes. Tapes and mastics must berated UL 181A or UL 18113. I Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). I 1 I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] i Separate electric meters are required for each dwelling unit. I I Fireplaces: [ 1 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 provisions of the Building Code of New York State,the Residential Code ofNew York State or I 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 water heater has an integral heat trap or is part of a circulating system. [ 1 I Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ 1 I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable 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 IF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by PipC Sizes Heated Water Non-Circulatine Rnno tc Circulating Mains and Rnno rte Temperature(Fl ITP to 1" UD to 1.25" 1.5"to 2.0" Over 21 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Tbickness in Inches by Pipe Sizes EWin¢ySystem 1= $gngg(F) 2"Rnno is 1"and Less 1.25"to " 2.5"to 4" Heating Systems Low Pressurefremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE:03/21/05 Bldg. Dept. Use I Ceilings: [ ] I L Ceiling 1: Cathedral Ceiling(no attic),R-30.0 cavity insulation I Comments:_ I I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation I Comments:_ [ 1 I 2• Wali 2: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments:_ I Windows: ( j I L Window 1: Wood Frame:Double Pane,U-factor:0.500 I For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break? [ ]Yes [ ] No I Comments: ( 1 I 2• Window 2: Wood Frame:Double Pane,U-factor: 0.500 I For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ j No I Comments: I Doors: [ ] I 1. Door 1: Solid, U-factor: 0.280 I Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joisaruss:Over Unconditioned Space,R-38.0 cavity insulation Comments: [ 1 2. Floor 2: Ail-Wood Joist/Tmss:Over Unconditioned Space,R-30.0 cavity insulation I Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly 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: [ 1 Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I I Materials Identification: 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. 31020 Z Date MARCH 24, 2005 Permission is hereby granted to: DANIEL & TINA FINNE 120 CENTER ST GREENPORT,NY 11944 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT PORCH AS APPLIED FOR at premises located at _ 1020 SEVENTH ST GREENPORT County Tax Map No. 473889 Section 048 Block 0002 Lot No. 040 pursuant to application dated MARCH 23 , 2005 and approved by the Building Inspector to expire on SEPTEMBER 24 , 2006 . Fee $ 603 . 00 Authorized Signature COPY Rev. 5/8/02 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. 31020 Z Date MARCH 24 , 2005 Permission is hereby granted to : DANIEL & TINA FINNE 120 CENTER ST GREENPORT,NY 11944 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT PORCH AS APPLIED FOR at premises located at — 1020 SEVENTH ST GREENPORT County Tax Map No. 473889 Section 048 Block 0002 Lot No. 040 pursuant to application dated MARCH 23 , 2005 and approved by the Building Inspector to expire on SEPTEMBER 24 , 2006 . Fee $ 603 . 00 4�aAu z dSi ature COPY Rev. 5/8/02 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/23/05 Receipt#: 537 Transaction(s): Reference Subtotal 1 1 Septic Permit- Construct- Resid. 3446 $10.00 Check#: 537 q �.4 140 Total Paid: $10.00 Name: Finne, Daniel C 120 Center Street Greenport, NY 11944 ��Clerk ID: LBOHN Internal ID:3446 Applicant! - Date. Owners Native:... _ 'Reviewed: _ Architect/ Qaie: 3 a-3 Submit(ed: SCTM #: ��� District: �0 Section: `` i a Block: a— Loi: �a Project /D7 Subdivision Location: O: = d�i �� Name: Single �. separate Required cetlificatiow (Yes No), • Req C{`� Rcy. �(Lotting mslrici: (Lot size: ` ��A mal: I ILoi covcfagc .' onl.l'ard Proposed: __l (Side Yard Proposed: �/ 1 (KcarYard � _ I'ruposcd4// Project Description: iY C_, 'S, XtMITS Perini REQUIRED FOR RE WE IY.A NO :LES N Suffolk Cougty Health-Dept. Now York State. D.E.C. ` Towey.Trustoes Town Zoning,Board approval: Town`Plimd g Board approval: / Flood.Plamc Blevatiott?? > - Flood zone: .. _,/�+-c-�-_ 17 A-�- • 1 I I I ---------------------------------------------------------- I _ 0 Ir____________________________________ __ _ ____ ____ ____ ____ ___- _-I ________- I II l e l _____________ I I 11 I d 1 I I I I I w 11 I 4 1 I 1 I Qa< I I I D•. 1 I I I . I �ZD 1 • 1 _ 1Om 11 I I 2-f 1-3/4X11-7/8 ML FL HDR I I I I D I M 11 I 4 1 I 1 I 1 1 l o l I I I I 11 I 1 I � I • I 1 1 I p 1 I o I I I 1 I II I '•d I 1 1 I 1 I I I I ° 1 � I 4I I • I 1 1 I d 1 I I I 1 1 I 1 I J I D I 1 1 I d l I �I I I 11 I 1 I m 1 "0 1 KI I Ds. 1 I 1 1 I I I 1 I Nl I � 1 I�vl l o l I !I I 1 N I 1 I I I • 1 I I I 1 1 N ' ••d 1 I I I 1 I I I I I I I 1 I d 1 `i I I • 1 I I D 1 11 r--------1�1--- --- Id l I I 1 11 I '• •' •' � ' I I 1 � 11 00 pj wY o DEEq�1 1 1 I I 1 I 1 n l I I I • 1 I �� 7 1 • -y • 1 IJP- � 1 .. v4 v -� ". va v •o ". vd v •� ", v0 v 4 - ". v4 v •e -. va v .o j 1110 iP�Op 725�� q0 s �ONP FOUNDATION PLAN J HOUSE FINNE CONTRACTING, SEVENTH ST., GREENFORT, NY Pte- January 21, 2006 SCALE 1/411 1101, JD-MH SHED DORMER V-(0"PLATE HEIGHT) i II II c� Fw ' II II �Q w I ON Nv O NibI O w d m I N I N 2-0 � G in I G � N U O w m � w O O I � � m U W �- m �p � I O cV U 0 O N {y DEF Yp9,F 2ND . FLOOR PLAN y U � 'I z - tcppNp• Q7"t5�1._.4e. HOUSE FINNE CONTRACTING, SEVENTH ST„ GREENPORT, NY PG- 2 January 21, 2006 SCALE 1/4" = 1'0" 1 JD-MH O o Q Z N N . C7 m m Z � Z �- A\\ w U) Z 2 D_ \, OOW LU Z W !L' H� o Z U) � �✓moo �0�� LI r�'" `2 r a -arl-v� � 0 � m X C7 70 a D 0� �! Y 7'p, ��C>n �c �� ,' ��i � � � �� CY.a 0 � Q❑ 1 4 ' V`V [7 °P �' ` o Q( r �- / o�� oja'U ,a-• ` °q ���— -------- -� _ -- 0 7 Xkr ;9 r, a a U G w 8 I} r( r _ �� :o m oit CI �f' i p° unz -- ----- _ OCCUPANCY OR USE IS UNLAWFUL Lma a MEILL CONSTRUCTION SHALL THEREQUIREMENTSOFTHE WITHOUT CERTIFICATE CODES OF NEW YORK STATE. OF OCCUPANCY � W 1f� APPROVED AS NOTED o DATE'. �5- B.P.4 '310a-0 � PLUMBERCERTIFIrAT,n,N CERTIFICATION OF �n D� Bv. DEP GN LEAD CONTEn kE NAILING &CONNECTIONS NOTIFY BUILDING A TR MENT AT CERTIFICATE OF wJY REQUIRED. 765-1802 SAM TO 4 P FOR THE SOLDER CI•SEL` !.N VI FOLLOWING INSPECTIONS: c 1. FOUNDATION - TWO REQUIRED IYN A�rD�s,A5r PLUMBING COM FOR POURED CONCRETE \, AT`1r N ftwN C_OI ALL PLUMBING WASTE NEW YOK',� 1 S 2. ROUGH - FRAMING & PLUMBING 3. INSULATION A WATER LINES NEED AS REQUIRED AND CONDITIONS OF TESTING BEFORE C VERING / / 4. FINAL - CONSTRUCTION MUST SOUTHOLOTOWNHA BE COMPLETE FOR C.O. C4 Pt**ft SOUTHOLD TOWN PLANNING BOARD ALL CONSTRUCTION SHALL MEET TH SOUTNOLD TOWN TRUSTEES REQUIREMENTS OF RESPHE ONSIBLE FOR NEW c YORK STATE. NOT RESPONSIBLE FOR N.Y.S.DEC DO NOT PROCEED WITH DESIGN OR CONSTRUCTION ERRORS. W FRAMING UNTIL SURVEY a r� OF FOUNDATI N LOCgIONa COMPLY WITH C_ TER RETAIN STORM WATER RUNOFF FLOOp DAMQG2xl,V8N. ,( N UNDERINMRS CERTIFICATE PURSUANT TO SECTION 45-1 OC SOIUTHOLD TOWN CODE. REQUIRED OF THE TOWN CODE. z o � ¢ nla N G` 5'-4" 14'-8" . 4 - 1 '_8„ r_ �` M _____________- 1 z i m z I, II CONPFM SIZE ��F i 51LFu ❑ I SEM PRICB F iU OIIGPI6 =uFl�ns r^ Z F r 4 W Z -----—-----------——-—---—----—- W < F- U) ° _ _ 12,_41, -- ____ ___ __i � z x a - - - - - , r - - - - w > � ZUJ ZU) I I O I I ' I v OF � G2%H Fa rcov,• u'� I i � OI � �� IO L _ - - J r �• 1 O _ _ I Q A \ O > m III EXISTING STRUCTURE w m = TO BE REMOVED 4` a 'II I II I iII bI I I I FOR CON6TRUGTION m OF NEW BUILDING ' - I I I II II I p III II - 09 LJ w U III V �..� z -- -� I a _ - - - -- - - - I ° DE-MOLITION , 1- , _ I w mnI ��nON.:P.iF kF) ;n i,W GF A9F ---——---—--- 6 -b -8" 6*- b" FOUNDATION PLAN 0 a 20"-0" o z 5'_11 V N � h _ N . T > Z z z � vUi O b 20,_p„ 13'-0" x/ 12° F'FNSION 4�-?) �c-L •3 -6•. — ----)A-) 00 {- W Z W J — - o W � H o 0 0 Z Z KITCH , . m - S U Z W F W 0 - W W > /-4' — BFL1?eLM BC�RiP 01 W (� —T--._ A2 — 4 A_] m h.. Ol C-) t � ' �1 C) 5'-s" 0 7' 6.. 5'-6" 'Q m o _ sFr 3'_G" 4" 0� cImF7 `� — m O Q M A-2 - G INFV Y IL O 0 847- M a }Q _ 'oi 3'-10'" A-2� Q 5'-10 �' 2 C?rn _ — • � M Qi O _ _ u FT � r r, - A_2 - ,.�3 r - _ A=2 m x rs 3' 6" HF F.,eV u a o o -3 3 6" Jr - --_. g S. in .^1 , si is I, Ivy =nn - - -- --- 1.– 2ND . FLOOR PLAN 5, 1'-2 — 6"_6 36" 3'--E" 1, G'–.F," . AREA. 717 SF 20._0„ —_ 1 ST. FLOOR PLAN AREA: 717-SF -- 0 CD w 2 " o RIDGE VENT - 2 o P 4 d 2 n n Qo g 12 v n o g gsFHgLT 5# sHuael E_ / RIDGE 15p -ELTPA RERR C 1l%' DI ..HFATH'Nb ^% �� o Z Z 2x5 Cd PIE or, R30 INSULA71DN t` 0 WINDOW / DOOR SCHEDULE BELOW TO BE USED WITH DESIGN-PRESSURE UPGRADE KITS (INSTALLED)AND BUILDER'S SELECT INSULATED GLAZING Z F ALL OPENINGS TO BE USED WITH IMPACT-RESISTANT GLAZING OR WITH DEBRI PROTECTION ALTERNATIVE (GLAZING PROTECTION TO BE DECIDED BY OWNER DESIGN-PRESSURE KIT REQUIRED REGARDLESS OF DEBRA PROTECTION) W } 1ST. FLOOR _ -I U W UNIT AREA ROUGH CLEAR OPENING GLAZING MIN.DP m SVM ZONE MANUFACTURE CAT NO DESCRIPTION U-VALUE MRH UNIT OF NOTES W S.F. OPENING B.F.(EGRESS) B.F REQUIRED A-2 5 ANDERSEN 3846 DBL.HUNG 1495 3'2-118"x4'9-114" 5.91 10.60 050 20'9" 35 50 _ (n U) B-2 5 2832 9.48 2'10-178"x35-1/4" 3.52 6.31 35 �I z = d -CAT 4 2832 7,34 2'Z-1/e"x3'5-i I4" 2.60 4.53 30 -d O O F" Z D-2 5 THERMATRU CS262 ENTRY DOOR 19.00 2'10-3/6"x6'10-1/2" 177B 580 0.28 35 65 cJ = O W W _ WH °°CAR :HIVGiF SIDING E-2 5 THERMATRU CS262 ENTRY DOOR 2000 3'2-3/8"%6'10.112" 20.00 5.50 026 35 65 (ALT He ;� RTrJ) W 1 E,# °FIT N165 11-�!R" woc]-I 016'UC RSP INSUTATION W 2ND. FLOOR -216" O;5 SHFATHNc - z W UI 6VM ZONE MANUFACTURE CAT NO. ADESCRIPTIONNIT AREAROUGH CLEAROPENING GLAZING U MIN.OP ^.< WqDSTIDS �Vq' ,�c d Z (nSF OPENING SF.(EGRESS) S.F VALUE MRH REQUIRED UNIT OP NOTES FIS HIr, II uN A-2 5 ANDERGEN 384fi 149fi 3'2-1/8"x44114" 5.91 1060 0.50 20'9" 36 50 A-1 4 304E1496 32-1/8 '1"' 1591 . 30 G2 5 -- _ 2032 7.34 2`2-1/8'k3'5-114" 26 -- 453 35Do -- ---------- ---_-- F� IE�I - m IIjIIILuIIIIII IIIIIIIL�IIIIIII o O DEBRA PROTECTION ALTERNATIVE u w AS PER SECTION 1609 1 N.Y S. RES. CONST. CODE Z) w WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" fNERPANEL SPAN12 FEET< PANEL4 FEET<PANEL16 FEET< PANEL ;21 '*1 so r-'-ATE Q M <2 FEET SPAN<4 FEET SPAN< 6 FEET SPAN<8 FEET AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR T=Pnn7F LHIFI r. _ -•e F,I Fw1E"o¢ re',u wsm ATwn GO . mOPENING PROTECTION IN ONE-AND TWO- STORY BUILDINGS. PANELS ':A-FIT 1fi1612 9 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENTWO _ _ HARDWARE PROVIDED WO1fi 1fi 16 12 ;AI(r)lt) ��41,°,v�'1,�l Y rn --- C Ml R" -'L.IPFF :.tlVl-FET W411 }-'-p" DTFFI W1h1A P. TAM?F°V0- ") FRIDF Z. K _ C N i7 - m 4' ::OVGRFIF STAB 1.".R" Fain TINb —_ .- N 07'12'50" E 4500'._ CROSS SECTION t� W U 9' rt ROOF VENT �J ROOF � — w 0 1 0 0 0W zoo-- ATTIC U --R, "^ -- - > To 11 '112 1 114 >� SII WERO0 2ETv e SECOND FLOOR - - -- - ---- - q DJ FRAMED m LUI 11141 t W HOUSE m z u1TCH� 06ThLt qM, 111 ] .4 11T1'11� 4 zua fOq' 0 PORCH FIRST FLOOR r -- 3 12 I ^ jRASErdFM i�l 1 Vi 1111 4 1 I WM 91NN S. 7°12'50"W. 1 45.44'____ _ BASEMENT SEVENTH STREET - -- - oI PROPERTY A ORIGINAL BLDG XOD TO APROVErt SEPTIC SYSTEM SURVEY DRAWN BY TR JOHN C FREERS �"-Li'EER FonT PrtcH To LAND SURVEYOR SURVEY DRAIN NY S LIC 50202 LL 6ERIVERHEAD,STREET SCALE D-26' PLUMBING SCHEMATIC `� SURVEYED E D I SURVEYED'024IN -- --- W ' AMENDED a1&09 N.T S. L7 a z o p 4 N 110 4 N W I. WZ C) CK - w F- F W- CO Cf) 0 0z T- (L (.)0 F- z T- Z W HI Fw W UJ Z � w Z U) (D IL FEP ] Q op D LL FRONT ELEVATION RIGHT ELEVATION 0- 1- x p IX w 0 Ln LE u W4 0 LEFT ELEVATION REAR ELEVATION 0 w Ln CONSTRUCTION DETAIL$ t WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: o o a RIDGE-TO-RAFTERS LSTA24 IAPPLY TO EACH PAIR OF RAFTERS N ° o :g RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER APPLY TO EACH RAFTER 2 LU s \� � w NOTCHED RAFTER —}-0/ . RAFTER-TO-PLATE RTI5 (USE WITH 5PTH4 CONNECTOR) V Q RAFTER V// PLATE-TO-WALL STUD ° C O RIDGE SPTH4 APPLY TO EACH WALL STUD RIDGE O \\� 2ND. FLOOR WALL-TO-IST. FLOOR WALL <I-FTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT 1 APPLY TO EACH CRIPPLE STUD Z I– >- \ SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END L) a Z IST. FLOOR-UNDER-SILL PLATE MSTA36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE LU 0 (USE WITH 3 SQUARE WASHERS) TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING Z = (L USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 0 0 Z W FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Z W WW Z V) LL RAFTER �� PROVIDE 1/2" SPACING m BETWEEN THE END STUD AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION RAFTER © / �\ FOR ALLOWING ANCHOR BOLT CONNECTION FOUNDATION 5I6"DIA.ANCHOR SILT w CONNECT CORNER STUD SUPPORTING MAXIMUM SPACING 1 ' HOLDDOWN INSTALLATION u °P / SILL PLATE TO FOUNDATION m TO TRANSFER SHEAR CRAWLSPCEORFOOUNDATION sraRv z^oc F rn TOP PLATE , N TOP PLATE % FASTEN WITH (2) 16d sIUPLATETOFOUNDATION k a —� u COMMON NAILS Q 6" O.C. CRAWL SPACE OR FOUNDATION) 2 STORIES 36"OG _ Q WALL BOTTOM PLATE TO FOUNDATION x WALL STUDSLAB-ON-GRADE 1-2 STORIES S7"OC LL WALL STUD SIDEWALL \ ENDWALL USE WITH 3x3 SQUARE WASHERS c (USP LBPS58 OR BP583) a 0 TYPICAL RAFTER TO WALL STUD CONNECTION ALTFRNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION ti z m • � N �\ 21ND. FLOOR WALL STUD KING STUDS � 2ND. FLOOR PLATE � �\ CRIPPLE STUD ) WOOD JOIST ��\ \ \ / \. FLOOR RIM BBOARD -0 HEADER \ BLOCKING \\ WOOD JOIST \ �y 1 ST. FLOOR TOP PLATES JACK STUDS GIRDERIHEADER FG OOD GIRDER \ w WOOD JOIST 1ST FLOOR WALL STUD % — TYPICAL HEADER CONNECTION 2 a JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERMEADER O It TYPICAL MULTI-STORY CONNECTIONS' 1ST. FLOOR WALL STUD 1 ST. FLOOR PLATE SUBFLOOR J SILL GASKET WALL STUD ✓ WALL STUD RIM BOARDTERMITE \ E SHIELD BOTTOM PLATE — BOTTOM PLATE t \ BATHTUB _ SUB FLOOR DOUBLE SILL PLATE \ // DBL. SILL PLATES U\ DOUBLE JOIST DOUBLE JOIST -- ! (TO OVERLAP JOINTS) 1\ FOUNDATION WALL FOUNDATION WALL — p \ oO `\ P SILL PLATES TO FOUNDATION ANCHORIH� DOUBLE-JOIST FOR UNDER AB ATHTUB Q--DIST FOR NON-BEARING WALLS 15L FLOOR T�FQ�N�ATION CONNECTIONS Q 1 D, i1 1 ¢Z¢ o S N II O i cot O N r n WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: _ m m GENERAL NOTES ROOF FRAMING: OCCUPANCY ` SSIPICATION _ R3 RESIDENTIAL Z i) RIDGE-TO-RAFTER ASSEMBLY' BWLDING USE DWELLING �r tiff S' 1-114"x 20 gauge strap shall be attached to each pair of rafters in acconlence in table 3.4. NAIL NAIL Q I- JOINT DESCRIPTION NOTES When a collar ole Is used In leu of ridge strap,the number of 19d common nails required DTV SPACING BUILDING HEIGHT 24'8" O N Q O o in each end of the collar tie need not exceed the tabulated number of Bd nails In the strap RAFTER TO 6'WALL 3-Bd COMMON EACH TOTAL 60. FT. OF CONSTRUCTION 1434 SF CONSTRUCTION NOTES: TOE-NAIL TOP PLATE 10'WALL' -ad COMMON BEATER PRESCRIPTIVE A5 PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 1 tent ad information within lhle sat.(canned s documents is aid,related to substAfte 2).RAFTaming and shear wEMBLY. CEILING.101ST B'WALL 3-Btl COMMON EACH DESIGN CRITERIA Intent and framing details They are intended as a compliance aid,nota t New York Laterelaccord flaming and shear wall corrections rafterrd es do no cetlmg or truss st tap poets shell rafters in TO TOP PLATE 10'WALL 4-Bd COMMON JOIST TOE-NAIL 1995 SPE HIGH WI DIS G WO FRAME CONSTRUCTION AN A for generally accepted good practice andcompliancerewhhcunem New York or and... adbeaS3Wen a to the rafter top onotfall inlinestuds below, shers FRAMING ELEMENTS T. PER FLOOR PLANS CRO SECTION AND GENERAL NOTES State building codec The General Contractor Is responsible for pmvid,s standard or trustee shall ud witched to the call top plate antl the well top plate shell be attached to CEILING JOIST TO AS PER TABLE 3] EACH FACE construction details antl prnetlurepWensure apro}easionelly finished,structurally the to the wall Yytl with uplift nnnectloos.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL ExT. BALCONIES 60 (, sound and a weatherproof completed product, shell be connected wan uplift connections In accordance with table 3 3c CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE DECKS 40 Z F- >_ OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 W 2) The General Contractor is responsible for ensuing that all work and construction 3) WALL-TO-WALL ASSEMBLY' --' --- 17— W Z meals current federalte ,sta ,county and local codes,deductions and regulations,etc Well studs above and studs below a doer level shall be attached with uplift connections n COLLAR TIE AS PER TABLE 3 4 EACH FACE ATTICS w/ STORAGE 20 TO RAFTER WFCM-SBC END NAIL DE51GN LOAD CALCULATIONS These codes are 1.be considered as part of the specifications for this building and accordance with table 3 3h When wall studs above do not fall in Ione with studs below,the ROOF !GROUND SNOW LOAD) 45 P y P (LIVE LOADS PSH ROOMS (OTHER THAN SLEEPING) 40 F— an ould be adhered to even If m variance with the Ian studs shall he attached ie a common member In the floor assembly with uplift connectors in BLOCKING 2-Bit COMMON EACH TOE LLI accordance with table 3 3 TO RAFTER ENO NAIL Can ran ROOMS (SLEEPING) 30 Z O 3) Dimensions shall take precedent over scaled creature RIM BOARD EACH END Z = d (00 NOT SCALE DRAWINGS) 4) WALL ASSEMBLY TO FOUNDATION' 2-ifid COMMON STAIRS 4O Firstwell studs shall be connected to the foundation,sill plate,or bottom plata with uplift TO RAFTER n_ END NAIL Q Q Z Z 4) The designer has not been engaged far construct..smucrvI.onand assumes tie sunnecom Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: GAUR AI 6 (ANY DIRECTION) 1 O U W responsibility for construction Coordinating with these plans,nor responsibility for foundation and flab-on-garde,15 inches in masonry block foundations,or lapped under EXPO6G EDAtAGORY R W LLI )JJ construction means,methods,lechnlques,sequences,or procedures,or for safety the plate and nailed in ecrnrtlenca with table 3 36 When steel straps are lapped under the JOINT DESCRIPTION STV SPARINGNOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION Z W precautions and programs in connected with the work.There are no wananfles for a bottom plate,31nch square washes shall be used with the anchor bolts.Anchor bolt -- (ROOF - FOUN G ATIONJ DETAIL PAGE z GENERAL NOTg PAGE specific use expressed or implied in the use of these plana. spacing is to be spaced and sized in accordance to table 32a In addition to spacing, TOP PLATE TO 2-led COMMON PER FACE NAIL Zfn anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: I NAILING SCHEDULE SEE GENERAL NOTE PAGE L.L 5) Refer to the Window and Door schedule for exterior openings cornars. TOP PLATES AT q_i6d COMMON JOINTS FACE - EGRESS 'EFO ANS AN WN OW SCHEDULE _ INTERSECTIONS EA SIDE _ NAIL FIRE PROTECTION SYM.: 6).The General Contractor is to ensure that masonry or prefabrected flaplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS STUD TD 24" FACE SEE FLOOR PLANS or exceeds manufacture's specifications and applicable cedes Type I exterior shear walls with a minimum of 71l 6 Inch wood structural panel on the exterior STUO 2-16d COMMON 0 C NAIL (SMOKE r CO2 DET CTO 5J an attached with Ind common nails at 6"o c,at the panel edges and I o.c in the fleld,and TRU65 DESIGN N/A STANDARD STICK FRAME CONSTRUCTION O 1),The General Contractor Is to consult With the owner for all built-in items 112 inch gypsum wallboard on the interior attached with at cooler nails at 7^a c.at panel HEADER TO 16d COMMON 16"0 C FACE --- such as bookcases,shelving,pantry,closets,toms,etc edges and 10"c.,in the held shalt be in accordance with the length requirements specified HEADER ALONG EDGES NAIL EN GY CALCULATIONS RESCHECK 3.6 RELEA5€1 in table 3 fame TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END e) Wind load requirements shall he taken Into account duneg construction PLATE TO STUD 3-i6d COMMON PER 2x6 STUD NAIL eD B).TYPE II EXTERIOR SHEARWALL CONNECTIONS -- Y n BOTTOM PLATE TO FOUNDATION NOTES: Type 11 rafteroradjustment factors shall abs 21 the requirements Mlahle315a-b times the appropriate FLOOR JOIST,GANG JOIST, 2-16tl COMMON PER FANOTE1CE NAL so length edlusiment factors in table 3.16 FOOT SEE NOTE 1,2 1) The General Contractor antl Meson to review plena,elevations,details and notes to END JOIST OR BLOCKING H h ry d etermine intended heights of finished floonis)abe.typical glade, 7).INTERIOR SHEARWALL CONNECTIONS. FLOOR FRAMING: Allowable srtlewall lengths provided In table 3 14 shall be permitted to be Increased when 2) All footings forest on undisturbed Yrifle)soil NAIL NAIL 24.4 rand 22 lis opmaed Sheathing and connections shall be in accordance with JOINT DESCRIPTION OTY SPACING NOTES WA 11,iLEGENO x 2 4.42 end 2 2 4 respectwely. - Q 3) Provide V2"expansion joint material between cancate slabs and standing JOIST TO q.Bit COMMON PER TOE NEW WALLS concrete Cr masonry walls counting In extortor at unhealed interior areas B) CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP PLATE OR GIRDER - JOIST NAIL EXISTING WALLS Header and/or girder connections shell he attached with uplift connections In accordance BRIDGING EACH TOE W. 4) Any newmncrete wallsbeing attained to existing concrete sWctura shall 2-8dCOMMON WALLS TO BE REMOVED L = - = O O he Installed with fl4 re-baq 18"long at 12°o c Use approved epoxy for insrelli tme 3 5 table 3 5 Window sill plates shall he have steel connectors In accordance with table TO JOIST END NAIL - BLOCKING EACH TOE K rN 5 Unless otherwise noted,all slabs on rade to be 2500 s Concrete to be TO JOIST 2-fid COMMON END NAIL W b 9 P 9) CATHEDRAL CEILING ASSEMBLY - f 2 poured on 41nch thick sand or gravel ill with 6x6 wire mesh reinforcing Interior sets, Where a edge Is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO EACH TOE 0cry m be minimum 3-1/21nch Chuck anchored on top of the beam or elope connectors shell be attached to each refler-lo-rW3-15d COMMONge SILL DR TOP PLATE BLOCK NAIL O N a long the open coling pan of the budding Cennectlons to the ridge and wall shall be be LEDGER STRIP EACH FACE 2 6).Crawl spaces to be provided with A minimum l B"x24"access opening Install one attached wilt the a boveactuiarmets _ TO BEAM JOIST COMMON JOIST NAIL �y 8x16 cast Iran foundation vent for every 150 sq It of man DECK AND COVERED PORCH NOTES: D1srDNLEDGER 3-BiCOMMON PER DE -_ _CLIMATIC & GEOGRAPHIC DESIGN CRITERIA _ 7) Damplumad exterior of foundation with bituminous coaling as per settled R406 of TO BEAM JOIST NAILXOEN rGROUNDh WIND SEISMIC FROST WINTER ICEBHIELp N.Y S Residential Connection Cade A 6-m11 polyelhyena film shall be applled over 1) Unless otherwise noted,all/arming material to he#1 AGO pressure treated lumber BAND JOIST - PER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAVMENT FLOOD the below grade portion of seminar walls poor le backflllmg All fasteners,hangers aad...here to be gelNnlzed or stemless steel, TO JOIST 3-16d COMMON JOISTLOAD HAZARDS PH) CATEGORY DEPTH TEMP. REQUIREDB).Drainage as per section R405 of N Y S Resldentlal Construction Code 2).Girders for deck lolels to be bolted to each post wth washers and nuts BAND JOIST TO 2 PER ifid COMMON MODSILL OR TOP PLATE FOOT 45 LBS. 120 8 SEVERE 3 FT, 11 +Av FRAMING NOTES Intode a concrete minimum shall be anchored With steel withconnectors n no%. — TO HEAW MODERATE E Imf.conaetewimammimem,a^tllax7"con nhorbeuwghwephersand nals. ROOF SHEATHING: EdlNAIL lonll frWo framing Constes ruction ti n Mauaethods as Prescrlptive design of 1995 SEE High Wind 3).Posts Use a minimupm 112"did x7"long anchortboltdwithawashers eon thick concrete Poong JOINT DESCRIPTION OTS SPACING NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: nuts.Footings Shall ---- ---- be 3 tt,below yrade AB PER TABLE 0 6 NAIL SPACING NAIL SPACING AT INTERMEDIATE C Unless otherwise noted,all framing and structural woad materiel to be k2+BTR STRUCTURAL PANEL fid ICU WFCM-SHG L— SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Douglas Fl, ----- Deck CEILING SHEATHING: _ 4'PERIMETER EDGE ZONE ed COMMON(tii`6"O.C. ad COMMON @6"O,C SEEN A) Amini a to havechflas at 80 - - " - @ SEE NOTES I (BOTH FIELDS) U] 3).Floors,walls,ceilings and rapers 10 be spaced at 15 orches o c unless noted 5) A minimum of 10 Inch fleshing shall he installed between the bidding and ledger NAIL NAIL 1 INTERIOR ZONE Bd COMMON 6"0 C Bit COMMON 12"0 C Ctherwse Letlgerm be faslanetl is building with 112"tlia bolts with washers and nuts JOINT DESCRIPTIOIT N Ory SPACING NOTES NOTE.2 FOR PANEL FIELD W GYPSUM 7" O C EDGE GABLE ENDWALL RAKE AND RAKE TRUSS Btl COMMON @ 4 O C ad COMMON @ C 0 C SEE NOTES' 1,3 where needed. _- F. 4) Unless otherwise noted,ell hearing wall headers to be(2)2x101!2 w BTR Doug Fit Stl COOLERS Banned wall headers to have(2)Jack studs and(2)full length studs an each side of all WALLBOARD 10"D C.FIELD NOTES W .partings.LVL headers to have(3)lack studs antl(2)full length eLtd.an tech side of 6).Concrete piers shall he a minimum 6"above grade _ RJ All does to be sain,med with hangars and anthers Each J.lstahallamobench...it WALL SHEATHING: V opening..Bearing wall window sills shall also have(2)window sill7),A l plates for 2x4 wall — THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r n openings between 4'1 and 6'8 and 2x6 wall openings between 5'11 and B'9 Enfolds fire to girder(s) NAIL JOINT DESCRIPTION NAIL NOTES U and blocking he.applicable. QTY SPACING I) For roof sheathing width 4 feet of the Perlmeter edge of theroof,including 4 feet on each side of the roof peak, /r a) Covered Roofs shall he assembled and anchored the same mariner as a typical building STRUCTURAL AS PER TABLE 3.9 the 4 tont endorser edge zone attachments required shall be used 5),All flush beamalheadars to he Installed with heavy dui galvanized hangers and ad COMMON 1 Y Y9 9 PANELS WFCM-SBC 04 0 anchors where applicable to all connecting foists 'MMON -� 21 Tabulatedmernbeh.with <0 spacing Assumes9,th sheathing shattachedthe reduced o 6 in /rasing members with G>049 711 fi"OSB 3"OC EDGE 6dCOMMON For framing members with<0 42<G<0 A9,the mall spacing shalkbe reduced to E inches o c, 6) Double up Boor mit ti under walls That con parallel to the proper loo let and under bathtubs 1) All water supply,drainage and venting to be installed as per N V B Residential PLYWOOD 6'_0 C FIELD �(y4 O Floors to have ceramic file installed shall be venfled for proper load capacity unless noted Conslrucdon Code GYPSUM 2) Vedfysepltc system with the Engineer for Suffolk County Health Department approval Sd COOLERS 7" O C,EDGE 31-Tabulated 4 inch o c Hall spacing assumes sheathing to rafter Itruss model,members with G10.49.For GWa4 on plans WALLBOARD _ 10"O C FIELD _ _ _ taming members with 042<G<0 49,the mall spacing shell be reduced to 3lnches a s'FLOOR SHEATHING: ]) Provide cimall wall.dging in floor at 6'0 o.c Use solid blocking In floor Juana - mttlerallbeanngwalls 3) Ifwall studs,plates or joists are cutout during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION NDTEB WALL SHEATHING REQUIREMENTS FOR WIND LOADS: provide adequate bearing and plates to protect and secure the structure Verify with the OTV SPACING 4-� B).Provide Ineuletion baffles at save vents between afters Install draft blocking as suite code and manufacWre's recommendation for maximum note size and spacing permitted (STRUCTURAL PANELS r6" -- -- � v,✓ needed 1"OR LESS to COMMON 12"O C FIELD S NAIL SPACING NAIL SPACING AT INTERMEDIATE riwr. HVAC SYSTEM NOTES - --------.- . -1 SHEATHING LOCATION NOTES W AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 9).X re es or sheathing noted,ell mots and walls of have eminimum 112"thick 4-ply Flr 1) Mechamlcal subrOmAnmr a responsible for adheanng to all applicable codes and safety NATES; SEE NOTES 1,3(BOTH FIELDS)' CD%exterior sheathing grade plywood.Plywood to cover over plazas and headers 4'EDGE ZONE atl COMMON Loj 6"OC Stl COMMON12 OC. rfquiremenls _ _ NOTE 2 FOR PANEL FIELD THESE NOTES ARE ONLY TO BE REFERRED TO IF ` 10) Unless otherwise doled use 314"thick T8G PTB Fir or Advamech plywood sub6eor MENTIONED IN SCHEDULE NOTES ONLY INTERIOR ZONE_ 8d COMMON®6"O C Bit COMMON @ 12"0 C 8EE NOTE 3 Cu adhered with PL400 adhesive and screwed to Loer)msfa Finished hoar to be installed a HVAC subcontractor ism fully ceertlmale all system data and requirements with the ----------- --- over sWficaras per manufacture's Instructions equipment suppbtr NOTES P 1)-Nailing requirements are based edge,wall sheathing 3L HVAC Banda ofor or fiprovidenalrview aldapprvy.u[drewmg and submitrtto the Genearl nmleded3"on-cerat erihepenel paledIf wall sheathing 11).All bathroom walls to have 51 thick m.Ipe r shoelace shee other Garage walls and Is Called 3"on-center at the .eel a to obtain higher THERE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. wUln sand over furnace m have 5/B"thick a-x shaetrock All other ens of bwltlm Contractor and owner/orfinal review and approval P 9 9 9 NP P 9 shear capacities,nailing requirements,., oofor nonporous, to nava regular il2"sheelrock,All walls to be taped and finished ELECTRICAL NOTES: members shall be doubled,oraltemate connectors, 11 For wall sheathing within 4feat ofthe corners,the 4foot edge zone attachment requirements shall such as shear plates,shall be used to maintain load path he used 12).All roof .I s pitch less than12 shall be installed with an Ice Water barrier or 1) All electrical to be Installed as per N.Y 5 Residential Construction Code approved equal Flat..is shall bee applied with a Fiberglas base short with an EPOM 21 When wall sheathing Is continuous over cunnecced 2) Tabulated t 12 inch C u mad spacing assumes sheathing attached to stud flaming members with l.mh down type material over 2) All electrical work had be approved by a qualified Underwriter members,rhe tabulated number all shell be perminad G>949 For framing members with 0 42<G<,the nail spacings shell be reduced to 6 orches U. to be reduced mi -15d mall per foot 13) All sill plates and wood incontactwith concrete m be pressure hatedl eq plates to of NLY S B esid detectors and Carbon Monoxide detectors throughout as per section R317 31 For oxlennr panel siding,galvmrzed box nails shall be permitted to be substituted for common naJs be installed with a Foam sill gasket and cop-r-tax temmte shield or approved equal of N.V B Residential Conatmcuon Code til O ED 4 a