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HomeMy WebLinkAbout40121-Z �,"So' �\oGy Town of Southold 6/13/2016 tP.O.Box 1179 cf, 53095 Main Rd -,\1),6. ..,F,�a ¢' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38341 Date: 6/13/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 595 Kouros Rd,New Suffolk SCTM#: 473889_ Sec/Block/Lot: 117.-6-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/17/2015 pursuant to which Building Permit No. 40121 dated 9/28/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION AND ALTERATIONS INCLUDING REAR WOOD STOOP TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Agostino,Joseph&Agostino,June of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40121 06-01-2016 PLUMBERS CERTIFICATION DATED 06-02-2016 Mattituck Plumb' g c Auth ed Signa ure I 1 '"trFoc�c TOWN OF SOUTHOLD o o�y� BUILDING DEPARTMENT TOWN CLERK'S OFFICE }"oy SOUTHOLD, NY _Q1 * ,,,�,,s ,r• BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40121 Date: 9/28/2015 Permission is hereby granted to: Agostino, Joseph &Agostino, June 326 Balmville Ln Newburgh, NY 12550 To: to construct additions and-aleterations to an existing single family dwelling as applied for. At premises located at:- 595 Kouros Rd, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-6-10 Pursuant to application dated 9/18/2015 , and approved by the Building Inspector. To expire on 3/29/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $300.80 CO -ADDITION TO DWELLING : $50.00 Total: '$350.80 C--------- Building Inspec or • Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00. Swimming pool$50.00.Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00, 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. Sept. 15, 2015 New Construction. Old or Pre-existing Building: X (check one) Location of Property: 595 Kouros Road New Suffolk House No. Street Hamlet Owner or Owners of Property: Joe Agostino Suffolk County Tax Map No 1000. Section 117 Block 06 Lot 10 Subdivision Filed Map. Lot: Permit No. Lfola Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: S 50.00 OPP IL A§plicant Signature iii,o1V S004,- Town Hall Annex �4 ~� l0 : Telephone(631)765-1802 iilig 54375 Main Road * Z Fax(631)765-9502 P.O.Box 1179 G �� Southold,NY 11971-0959 holy **I iii rogerrichert@town.southold.ny.us C®UNri,� ���� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Agostino Address: 595 Kouros Road City: New Suffolk St: New York Zip: 11956 Building Permit#: 40121 Section 117 Block: 6 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Krezner Electrical License No: 42972-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser 1 Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: ___AFA:g )___. Date: June 1, 2016 z Electrical 81 Compliance Form(2)xls • • • , ti <o , • Telephone(631)7651802 Trsx win 76.R.QKf19 P.O.Box 1179 . ,s% k Southold,NY 11971-0959 _+!y � +++ ry BUILDING DEPARTMENT TOWN OF SOUTHOLD • CERTIFICATION "' Date: L®/ /(/ Building Permit No. 9/011 Owner: Ano NOt An (Please print) Plumber: , I(.)c, S j0((rr( • (Please print) . I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. / // //// (Plum s ignature) Sworn to before me this 1`ct. • day of iOY\.Q , 20 )l.9 / n , CHELSEA L. CHALONE 19, 4 ' i Notary Public,State of New York 4 Registration #01CH6287106 Qualified In Suffolk County Commission Expires August 5,2017 Notary Public,Sv \\C__, County ECENCE 1 1k JUN - 92016 • BUILDING DEPT. S A M U E L S �c TOWN OF SOUTHOLD STEELMAN June 8, 2016 Building Department Town Hall Annex Main road Southold, NY 11971 FAX 765-9502 Re: AGOSTINO RESIDENCE BP# 40121 I hereby certify that the specified steel dowels were inserted between the existing and new foundation walls on this project, structurally connecting them as required, and that all other provisions of the project were accomplished as drawn. Thank you, is s,oF Nem, ,afil';,;,C)'' '��c�` 018350.1 G / j rFRED A-, I ,1;►,►h)P') ) Tom Samuels, RA ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 itf61 4of . - Ael TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ FO DATION 1ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _ - -- _ �. !Lai /' - A DATE 477(o/e INSPECTOR 1 �o��OFSO(/l�olo C ° I L G ,�1�� � s TOWNOF SOUTHOLD BUILDING DEPT. 765-1802 I NSPEC N [ ] FOUN AION '1ST [ ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKI REMARKS: Atile Ik/r/�MK %gid.'I ` _ DATE INSPECTOR, ho,„OF• SOUTyOIo\ 5{—°(.1----6t— cf '----!ecoutnt,"i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION =- , [ ] FOUNDATION 1ST [ ] -ROU PLUMBING [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RES T PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLATION [ ' CAULKING REMARKS: �\ '111 '4.1) '11111141A” 1.1111 4414 l DATE ` • / if c INSPECTOR I , ee'r 0€ 4,, . o ,1 TO)'\ C ,44 --COUMVI - (VJ ' ` : TOWN OF SOUTHOLD BUILDING .DEPT. 765-1802 ON - ' [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 14/61-6 _,--moi - -6 DATE ,i I ( Ce INSPECTOR 44115-‘41"11b-- etpF SO(/r-olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P N MING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK : C ,/ ) c-tee)4 Cit/tA=t ,Ad7vg.a. /04,tzfre+1 (6)DATE INSPECTOR ., ,,.............. --.,reotimono TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INyLA11thi [ ] FRAMING / STRAPPING [ " INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 /I DATE [ i L-6 ill i Ca INSPECTOR ' • ,/,04(C, <•\ Otq Lk51(1/:\ ep, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST _ [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) `+1 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: re7A-V4-6 DATE 6 / iC6, INSPECTOR FIELD INSIIDC,TxoN.rmonir DATE �, . w ._ b COMMENTS , , , . 46., / < . elfif. - .., _ - ■.......' ♦ .. ti . . .tcl FOUNDATION(2ND) t4 — 2 ie I :-.:1:• filri-,4?4,414/1 ' 'AF:.--"-:i•-' 7;So..,0,' T P . lJ..+ter _ �rr:��J �. arriz . 4.1w, . ROUGH UGH FRIYIlNQ& . • r . ? 1 PLUMBING ..,, " � -�. .!. J ..5 . � li ,, , i*Ti� j . 0 • • .. ' E H INSULATION PmN,Y. STATE ENERGY Cb) W ... . . . „ i.: Mill' ' A FINAL , • '' 'f• - ' : • � i ;1_-,' (A", �6.. '.1'0 ,6 /.�'' 2 / :.... ; ,� 17J 1(� 0.1 Q r(64 F73` c',r�di r, ; ►a .• .� - 6 IP.cf r-1 Fx,1 P. Be,Ltd.I a I [s I• �(iy/ib .-. cee-r� ". ©K. e, CI-T, Co c 16 5\ . , ' ek .. ' 0,,tto, Ltc,'¢ . ! ' • .ivo,4,1),r • . • . . _ , - " . . , . . . • • . t 1,, r . . i • .7.* • . s ► 1 J 2 • • t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT TOWN HALL Do you have or need the following,before applying? SOUTHOLD,NY 11971 Board of Health TEL: (631) 765-1802 4 sets of Building Plans FAX: (631) 765-9502 Planning Board approval SoutholdTown.NorthFork.uet PERMIT NO. 11® r -I - Curvet' Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Flood Permit Storm-Water Assessment Form Approved Q 1 Contact: , 20 Disapproved a/c Mail to: Expiration (3 f2._Cl 20 IR' Phone: —"(.7) 11 L' r\ Building Ic._.__. ....:2____W. _.__ 1 r�1111 SEP 1 7 2015 '' APPLICATION FOR BUILDING PERMIT IIUI -- —� Date Sept. 15 ^SDG DEPT INSTRUCTIONS , 2015 '1,v1,C!!-.l;III' rIiU —`a. His application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. . t ,jy, �.7% '� �4 r (Signature of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect kl Name of owner of premises Joe Agostino (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: 595 Kouros Road, New Suffolk, NY 11956 House Number Street Hamlet County Tax Map No. 1000 Section 117 Block 0610 Subdivision I;•,-91:..~i•V >>01?-AJ�.ot Filed IMMap.;No' s-_r x mt':: <� ;p a r,L'o 'h'; t w-,: P311•.r c.cm S'yr`xdt.(.''.°01..;17i0,?Ltd;J1:.V11,H w` OS'.,.,4::;:; ;.,��;..7:,1i;1`1K,;iA Si c„teltiii.ry fy, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 30,000 dollars Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 , Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front 56 FT Rear 56 FT Depth 28 FT Height 15 FT Number of Stories 1 Dimensions of same structure with alterations or additions: Front 56 FT Rear 56 FT Depth 40 FT Height 15 FT Number of Stories 1 ,-,,n(• c. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 95 FT Rear 95 FT Depth 187.38 FT 10. Date of Purchase Name of Former Owner 1 1. Zone or use district in which premises are situated R - 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded?YES NO X •Will`excess fill be removed from premises?YES X NO 1 4. Names of Owner of premises Joe Agostino Address 326 Balmville Lane Phone No. Name of Architect Tom Samules Address25235 Main Road Phone No 734 6405 Name of Contractor 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. 18. Are there any covenants and restrictions with,respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) ��?� SS: COUNTY OFS}Q9- /- ) Tkoi*tti . C A ct(1(/1 “,e& being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, kir ;tee_ (S)He is the (Contrac or,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 tQ before me this I ,,p n- day of �� 20 C g/k7 454A0A'u " 41•41 ' / Notary Public PATRICIA RICHARDS Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01R16042457 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES MAY 30,201$' Scott A. Russell �,`• J „`Ct�` ST(0>][���1[��VA\�C']EIE� SUPERVISOR r. en MANAGEMENT IEM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 1fl�y . i 53095 Main Road-SOUTHOLD,NEW YORK 11971 :a h, �- S3Town of Southold a`aaaa+I4J8,1 go 110111. CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:. ;E (CHECK ALL THAT APPLY) Yeb No El A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑© B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. _1 DO C. Site preparation on slopes which exceed 10 feet vertical rise to ;! 100 feet of horizontal distance. 11 ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal .!, erosion hazard area. r! ll ❑0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. `` DO F. Installation of new or resurfaced impervious surfaces of 1,000 square ,I feet or more, unless prior approval of a Stormwater Management II Control Plan was received by the Town and the proposal includes €; in-kind replacement of impervious surfaces. '1E * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Protessronal.Agent Contractor Other) S.C:.T.M. 1000 Date District 9-15-15 .'` `ANIE Tom Samuels,Architect , 117 06 10 ? Section Block __Lot ; �''*1�O1�,13UILDING DEPAR I'MCNT US[ ONLY Contact Int conation 631 734 6405 ' 6uv\--a): i Reviewed By: �t��J��\� €. E , , : i 91 1 Property Address/Location of Construction Work. Date: / /s- 595 Kouros Road,New Suffolk,NY 11956yA Approved for processing Building Permit. Stormwater Management Control Plan Not Required. . 1 Stormwater Management Control Plan is Required. I[ i s (Furwat cl to Engineer nig Depat tment for Rei tew-) i , i • t FORM * SMCP-TOS MAY 2014 . .._____ -----1\ \I v016 ,LSI �; �1\\ H72 I 0,, ,,„„___ �asour; To Hall Annex_i_____—___---4. ---_!_ 1 ; ,,fic ,-.--•• ''�- if,, Telephone(631)765-1802 i 5437'.5 Mlinaz{63 i)705- 5a2 P.O- Box 1179 c ••;....' :•••-�'" ���� roger_lichert a,fown.soutiiold ny.us Southold,NY 11971-0959 Z Q • , e.\ 0 i. BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - 'REQUESTED BY: N/q(6)M6 Date: © 7/4 I 'Company Name: 7,4404(45ft' / F'��LL d6 - ci9/f� � /� -Name: t -. _- License No.: L/ 1 617,?--/14.E. Address: Sa 4( 1 ),,&df r/ L- AA1 `49-- i . Phone-No_: . - e 3l mB. 49/2,3 f JOBSITE INFORMATION:. ('indicates required information) *Name: �J�I�'. c�/�� * r �f � . • Address: 1 i e - I ' •(/ *Cross Street: _ *Phone No..: - it it2� Pg�6 G) Permit No.: _ 610 I -( 6 • - - Tax-Map District: • 1000 Section: //7 - Block: (9 Lot: /0 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . 6---fit/g4t, fil8s - • 4 _i_ I- • /r- d1Y/14.// h. 9 66) . I . (Please Circle All That Apply) _ " *Is job ready for inspection: �/ NO. 'ough In Final " *Do•you need a Temp Certificate: .ES C - Temp Information Of-needed) - *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION *6° . &GNB vo * cr\e6 to 82-Request for inspection Form r,LJ \� 0_(4/ AIL,: -7 a �, 11 ; �_ 6. 10 TOWN OF SOUTHOLD . PROPERTY RECORD- CARD ,D j 1 OWNER STREET;�5 VILLAGE DISTRICT SUB. LOT ..o ahLam. . : ,e_ 74, L - A os no i'd 0frew /Pet ad. Mu/ I'vi-o / `/r ,40)J- /-• . FORMER OWNERN A iE 1- ACREAGE nrl 5-1-fier 114, •Harkins SW TYPE OF BUILDING / )//-1 P1 N E K�0 u g .. ._- d/1 01 e- ,ba riXci-f-. 201 dss / Sf Y ffRni bk✓ RES. SEAS. % VL. FARM COMM. IND. I CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS ,g a j 3 6 G I OJD 12/-51 >r7oo 6 O.E. / a ore os i .. /tel. hi 1-' "/NS I 6 c> v 9 d �v a . /,,,U/7 -- g 27/7y Bra 9 I c ; 7J7 o .2 ,9v L n ,r W /7a u 3 .o ci-o- ///i (90*L.t1,7si pc(Q9- i+arf,nsF l~. --1-ib /Actto -,-1-7'no 4o(, )41-P,oa72_ AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD 93f f6:f -,e U Tillable 1 BULKHEAD Tillable 2 DOCK ' Tillable, 3 p r' 4°-xy - Woodland Swampland B rush land House Plot �— Total 7\ - Pf. wfAV11.1111.111111111111.11111.11.1111111.1 #: ■... ■ .11....11.... ie .111..111111111.111111.E•11.....9 ' ‘,1111,..44*;�g ■■■u■■ 1111■■■■. _ .,"` ' 1 ■■■■■!u■■ ■ 1111■..■ .,n = 4' �3- Ems".�i7 TT rte• Iffilli �...,� ''� -1 �,,"ri _ MIN '14 Mrti` _ d 'n ;: : : MINIUM I11■1111 r. es y1 ' �l1 ILEI ��®��� '' � „,„-,it.,_ -- - - _ , : 4 s,- I 1111■ • 1�■■■ a■■■�■■■ — ":r y ``. .;....,- ,v�,:,: <• % ,1,"`; a.. 'z =Via,-a. Yt:�»'. s' 4* ,,_„ v,{,,� c;, i Arc itr,,,, ,a',• '. µ.,a+. Fn w . a; e< s , t„'' . liroMEMIlr 111111111111111M111 • ,k° re..t".s„-..i'::'77.." :.r.'�� -� .n..'�'c'm^fi'� .Y,�' pip; '°_:� �- ;�"'�.''. — ' g _* �$ ry«vY✓J' 4 �' 4+3'3,: . ■�.�■ 1 I 1 - 1 - - --- { I i I I --_ M. Bldg. ' (, Yt ? - ,i 't Foundation ' Bath / Extension if- Basement Floors Extension ,Q `.;) 6 ;/S, tf Ext. Walls i,,9 s8 Interior Finish tjjA V.). a 01 • Extension Fire Place Heat Porch ,. Roof Type • Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor Garage / ,- 6 r il/G / U p ,`/ ‘ Driveway Dormer O. B. 04. 1Town Hall Annex l ; Telephone(631)765-1802 54375 Main Road ` co* Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �® May 16 2016 , BUILDING DEPARTMENT 5-tt, TOWN OF SOUTHOLD s 1 v Joseph Agostino Pltiv C4.)326 Balmville Lane Newburgh, NY 12550 Re: 595 Kouros Rd, New Suffolk TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. A •plicat on for Certificate of Occupancy. (Enclosed) lectrical Underwriters Certificate. E1fl j• Se4NakiArefel - A fee of$50.00. Final Health Department Approval. ,4,�.'lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40121 —Addition/Alterations f. 40- REScheck Software Version 4.6.2 At ci Compliance Certificate Project AGOSTINO RESIDENCE Energy Code• 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 595 Kouros Road Joe Agostino Tom Samuels New Suffolk, NY 11956 326 Balmville Lane Samuels and Steelman Architects Newburgh, NY 12550 25235 Main Road Cutchogue, NY 11935 631 734 6405 tom@samuelsandsteelman.com AOCII T 1� a55@StY1...., ' of z Compliance 22.5%Better Than Code Maximum UA: 71 Your UA: 55 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross'Area rea 'Cavity Cont. Assembly or R-Value R-Value U-Factor UA - Perimeter Floor 1:All-Wood Joist/Truss.Over Unconditioned Space 252 19.0 7.0 0.035 9 Ceiling 1: Flat Ceiling or Scissor Truss 252 30.0 7.0 0.028 7 Wall 1:Wood Frame, 16"o.c. 112 19.0 2.2 0.052 6 Wall 2: Wood Frame, 16" o.c. 144 19.0 2.2 0.052 6 Window 1:Wood Frame:Double Pane with Low-E 7 0.300 2 Window 2: Wood Frame:Double Pane with Low-E 13 0.300 4 Door 1: Glass 18 0.300 5 Wall 3: Wood Frame, 16" o.c. 112 19.0 2.2 0.052 4 Window 3•Wood Frame:Double Pane with Low-E 39 0.300 12 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements I'sted in the heck InChecklis� i/�r l Nam Title 04 1n�f 4,/ 1 �j Signat Date { Project Title: AGOSTINO RESIDENCE Report date: 09/16/15 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Agostino\Res Check.rck Page 1 of 1 LAND NOW OR SITE DAT i� FORMERLY S *2 ------------_,_L_:_3" 0 SAMUELS AND SCTM # E STEELMAN 1000-117-6-10 PROPERTY: 595 Kouros Road New Suffolk, NY 11956 apOWNER: Joe Agostino M 95.00' 326 Balmville Lane Ir I U Newburgh, NY 12550 00 TEL. # CO WIRE FENCE W/ SITE: 17,795 SQ. FT. = 0.40 AC. FILTER CLOTH AREA r mrt Q M • ZONING: R-40 W O LLI FILTER CLOTH M . FACE •N. SURVEYOR: RODERICK ODERICK Van TUYL i 0 >. 6 BELOW GRADE FLOW )-- I X \/,\\/-\\\/,-\• o -M w �� ` %j / IDATED: 10/24/74 F— Liu 7 TEMPORARY STORM WATER _ T I co 0 RUNOFF CONTROL MEASURE N / O EROSION & SEDIMENT CONTROL DETAILS \\`\\ '\,\\‘\\\:: :\:\\\\‘\‘\‘\\\'‘:\'\‘‘‘ ' ` '�,\`\,\ o� _ (in 0 NO SCALE �� \ \\ \\\\ Enim �� \\ Z ti� Q -� \CREEK\\, : \ rn ..1+:$6 9 \ llizi \\\\��\\\\ GEORGE RD c e0'Q,Q \�\\\ (X I EXIS INCA SANITARY _ \�: -I � \ SYS M TO REMAIN \\ ,\\ r \ pEcome UND I TURBED I > 1I \\ �\ w o \\. \ \\\ 34:\e�� / co. \\\' \ \\ W 0 GENERAL STORMWATER POLLUTION PREVENTION NOTES G� Pro ect r.---RCHARD S ' \\' 1 \ W M PERMANENT STORM WATER RUNOFF CONTROL MEASURE �\, N\� :'• $ Site o0 SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE \ ` -1 c Z Fn. Development activities for this project will consist of: NEW WOOD STAIR $ I \\. \\' RAILING '\\\ KOUROS RD. N[30°C3 \\ 1. Installation of temporary erosion control measures (silt fence barriers), see detail 1-2 \.\ = r -+ \\ OCfv) J 2. Clearing of landscaping in areas shown on Site Plan \ — Q 3. Demolition of existing structures and associated building components I 181-0" ;;\ p mtilt\ I— LI_ 4. Excavation for the new foundations (+/-3 ft below finished grade) I NEW SUFFOLK AVE. \ V- 5 0 03 rt M . Construction of the new foundations, deck and spa structures/components I I 13'-3" L �\ L _ J I \\ 6. Installation of new landscaping plants, lawns as required Lel JACKSON ST. 7. Removal of the temporary erosion control measures ` \�\ � a SITE DATA ,: y, LU Site Area: 31,680 SF = 0.727 AC \.; �`�,.� \ \\\\\\� \\ \ ;:•4 : :, I GEA \ \ \ ReceivingWaters: Core Creek �� , _ \ Contractor: N/A \BAY'\ „., \\' \,,` \ \; Imil Ill POLLUTION CONTROL MEASURESmommum -;\- . ,, ,, $•••>v.r:�:.:x••",, , :;. , ' :n. In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment • ' ♦ x \ X \ \ ,; r>.' control measures including, but not limited to, the following shall be employed during construction: ISS x♦ ' ♦k.�s,; TTS- • ':\ ',-.2„c•/,',)9,- ;<> \,.,s, .1 • r;r <}y, • ti- ,;>,. h 7-0 } .♦" /-xe' . T ,:r ,.. ;' ` �► ,l".,,sem, .r. .,,,,—;< ,2',.,>'V„.. C` , . <`. ,.r, LAND NOW OR • .‘7,>. '� '�' �\ �. >\� T�s� x .l� \ > x \ X��\\,,'�/; SIDE . , ♦ ♦♦ � . . c xk*>yk ' A. Existing vegetation to remain shall be protected (by installation of construction fence or other appro ed means) and shall ,' O, ; - �; ..� �. ♦ ,. , , " <� remain undisturbed. FORMERLY YARD \\= , ' t, .,, ;\ v\^, `; r:<,' ,: >,' \\\\ > .',: \ ',\ \\\ + B. Clearin and Gradin shall be scheduled so as to minimize the extent of ex osed areas and the len th of time that areas are ISAKSEN ♦ O'er \` . \\y ' \ X\� �\k ;'g 9 p g SETBACK <,\ , :.: rJ' T' ,\ . \ - , ''') ,<\'''(*, , „ \ \\' 1 O' .. r . ♦ ♦ �,\ \ ,;. .;' ;.k ,,a♦ u x NEW ONE STORY ADDITION ON exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded '•• , `•.- . �;y„� -;fir•. '.� . , .:v,�k Y./ 14.. ,,, _ , . � �, ; and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in . , ---..-,,, ,,,.%, .\ Ot L�"�' °a Z • PP P 9 P 'Y 9 a V.. dedk ►� '' X R ESS 1 , .. . x •v\ SIDE CRAWL SPAC , W/o BATHROOM accordance with the soil conversation service recommendations. • ! FOR OPENINGS E N I N G S TES STRUCTURAL REVIEW BY STEVE MARESCA, PE WIND-BORNE DEBRIS PROTECTION O 188-0-7 WEST MONTAUK HIGHWAY HAMPTON BAYS NY II°146 FOR WALL OPENING PROTECTION OF 120 MPH S-SECOND WIND GUSTS ' ( MAXI MUM MEAN ROOF HEIGHT: 559 SIMPSON LSTA - 20 GAGE PHONE ��I 128 �f480 RIDGE STRAP - ALL ROOF RAFTERS } y USE/OCCUPANCY ° 2 x 6 TIE 6 EACH RAFTER IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: r � 1 . ` ICE SHIELD UNDERLAYMENT SINGLE FAMILY RES I DENT I AL SHUTTER ASSEMBLY I REQUIRED - 24 FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. *A'' \ ` ° FOREST PRODUCTS W0OD FRAME Ce FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I . CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I ` - HEIGHT PRESCRIPTIVE METHOD 1111 0 (OVERLAP AROUND OPENINGS 4") I 1 • ALTERNATE POSITION OF ��j'_Q'� MAXIMUM = HURRICANE CLIP USE GROUND SNOW LOAD - 45 PSF. ASSEMBLY: I.' I SIMPSON H3 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wFIRST LEVEL - 40 PSF. L.L. / °I I W #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I - LIVING AREAS - 40 PSF. L.L. WOOD SCREW 0 16" O.G. , I e CLIPP NAILED.HURRICANE i BEDROOMS - SO PSF. L.L. O ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: RAFTER To STUD. - WIND SPEED - 120 MPH Imo' #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-i/2 ( w/ WASHERS) I I FIRE AREA MACHINE BOLT ® I2" O.G. �-' I STM- ad NAILS EACHND a) SEISMIC DESIGN CATEGORY - B RESIDENCE: X Cl) ii 1 WEATHERING - SEVERE APA RATED PLYWOOD TO FROST LINE DEPTH - 56" Emma ' 1 . - e EXTEND TO TOP OF TOP PROVIDE Sd COMMON • PLATE. NAILS ® 4" O.G. AT O SHEATHING. LEDGE OF ALL TERMITE - MODERATE TO HEAVY •// .�- DECAY - SLIGHT 111 I TYPE OF CONSTRUCTION Li-- `� - CONVENT I ONAL LIGHT FRAMEWOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES < in 1 I 4fit • CONSTRUCTION > j 1 , t O 11 I I� I� � LTIPLE SECTION ASSEMBLY: I 11 Edi'. I/4" THICK BOLTS 6 2' OC I 1 W • I , I , t GENERAL NOTES 1,),-- Ct m 1,1 " • - I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY I I I I I I A ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. I I I I 1 1 f=41 PLYWOOD SHEATHING CONSERVATION CODE AND LOCAL AlTHORITIES. I I I I I TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN I I� SEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 1.4 1 I I I ��� MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION GORE. O r J I I l I 1SIMPSON MST21 0 1 1I I/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL I ' , I „ I I , I I ' • METAL STRAP ®48 oc. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. Imi" . Ij„ Iat 1• °' I� 1.1- 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE U. I , 1 I I 1 I 4 DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. SHUTTER A S S E I� B LY I I I I I I STUDS 16° O.G. PLATE 11. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 0 -- CO PARTITIONS, EXCEPT AS NOTED ON DRAWING. N.T.S. I , 1 ; I I ,, 1 I , 1-4 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4 OR WIDER SPAN I I I 11 FLOOR BEAMS. SPACING NOT TO EXCEED 5.0 FT. A-325 BOLTS, 3/4" DIAMETER. < < 11 11 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND W 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE (OVERLAP AROUND OPENINGS 4") I I I IINSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF AND OWNER. AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. THIS 2x4 STRONG-BACKS 24" OC • I I I I • AT ANCHOR BOLT �� 4 - Sd NAILS FOUNDATION HAS BEEN DESIGNED FOR A 501E I . DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I 6 SIMPSON MST21 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.. I II/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I I METAL STRAP 648" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW ® 12" O.G. I°1-' NAIL Ck4LATHIN6 TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO g5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 8d NAILS 6 4" 0.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. oa z . ti #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL ,r, el WOOD SCREW 0 16" O.G. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 x 6 SILL PLATE 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND N Q • o>co ACCO TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY ti #10 TEE NUTS ATTACHED TO BLDG. W/ #I0xI-I/2 ( WW / ASHERS) BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. J 2 • o IX al MACHINE BOLT ® 12" O.G. SEE FOUNDATION DWS,. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. C '' Qo o FOR DESIGN. -) 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO DW -J •v" X WZQ W 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT w W'•` WINDOWS - GLAZED OPENING PENETRATIONS xa in n W • z NOREQUIRES THAT ALL SLEEP ING ROOMS I N THE 0,, ui g. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD W I RED $ Q F.;o o PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. 2 W • N O m IN ACCORDANCE WITH LARGE M1551 LE TEST OF ASTM E Iga6 AND OF ASTM 1556. AND DECKS ETC.. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NYS CODES ALSO APPLY TO ACCESSORY Q m r. IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. N u) • c�. PANELS TOBE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SEE SHEET #4 FOR FOUNDATION DESIGN SPECIFIG,�TION THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. V° O F NF'w' , cor NSC. s o " NAILING SCHEDULE FRAMING NOTES ,,,,z 4:4:: ::§:: TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" Vr 0�a�,o * PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR 0.c. EXTERIOR EDGES AND 6 d 0 12" 0.c. '� �..�' BETTER. O SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. ,� �� 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: h RAFTER/TOP PLATE 3-8d (TOE NAILED) MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1406 AND WATERPROOFING SHALL BE BY ARCH I TELT. 0 c IO ° CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER 7-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT a CEILING JOIST LAPS OVER PARTITION 1-I6d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-8d (ea. end I-I/4 strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: TCS GABLE ROOFS BLOCK ING/RAFTER 2-Sd (TOE NAILED) TIMBER PILE FOUNDATIONS PROVIDE HURRICANE 0 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER WITH DOUBLE UPRIGHTS, g'-O" AND OVER WITH o �to RIM BOARD/RAFTER 2-I6d (END NAILED) DATE: TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) CONNECTIONS. 8/12/15 0 TOP PLATE AT INTERSECTIONS 4-I6d (PAGED NAILED)' TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A i*xi. MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA SCALE: a v iiii STUD/STUD 2-I6d (FACE NAILED) h HEADER/HEADER I6d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: iiii. .. o o ® 8-O O.G. MIN. PROVIDE 2" SPACE FOR AIR 10 < O < 45 BOTTOM PLATE/FLOOR JOIST 2-I6d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB 0 JO 1ST/51 LL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS (skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc.) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" (GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & O O 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL lo0 o iso ° 10 < e X45 LEDGER STRIP/BEAM 3-16d (FACE NAILED) PARTITIONS OR A5 NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 10‘41, JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) COMPONENTS SHALL SE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS ® 4' 0.0. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. lob o iso o PLYWOOD ROOF DECKING Sd @4" O.G. EDGES, @P " O.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS 12 O.G.. STRIP SHEATHING 8d (ONE/RAFTER) " SHEET NO: PLYWOOD WALL SHEATHING 8d 64" O.G. EDGES, @&" O.G. FIELD g. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.S. PROVIDE 8d NAILS 6 4" O.G. AT PERIMETER INTERIOR PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGES, @12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2x4 STUDS IS. THIS DRAWING 15 AN INSTRUMENT PREPARED TO PORTIONS OF PANELS IN H161-I PRESSURE ZONES. NOTE : a = 4 FT. IN ALL CASES SHALL RECEIVE 4-IOd NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT A N D CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED A5 A CONTRACT BETWEEN BUILDER AND OWNER. 2 NEW 300* ASPHALT SHINGLE ROOF TO MATCH EXISTING ON 304* BLDG. PAPER ON 5/4" PLYWOOD DECKING ON 1x4 VERSITEK FASCIA TO ALIGN 2x10®16" RAFTERS psi/EXISTING. PROVIDE VENTED VINYL SOFFIT TO MATCH EXISTING REMOVE EXISTING ROOFING WHERE NEW ROOF LAYS OVER EXISTING. NEW ANDERSEN DOOR w/5/4x4" PROVIDE 2x10 PLATE ON EXISTING VERSITEK CASING DECKING 4 2x6®16" RAFTERS CONTIN. RIDGE VENT 12 Ce —1 S RELOCATE EXISTING RANGE REMOVE EXISTING ROOFING. PROVIDE NEW 0 —I ���__-- HOOD VENT TO NEW LOCATION ASPHALT SHINGLE ROOFING ON 30# FELT PER SPECIFICATIONS N-LINE-OF-DEN 1 0 TOP PLATE GLC. BEYOND—�-`-/ EXISTING ASBESTOS I Y _ , W SHINGLES TO REMAIN I.I,-8„ - - O W < PROVIDE NEW 'WAVY' EDGE O - Elm Ltu ASBESTOS SIDING TO MATCH - -1N20210 _ _ EXISTING ON 30* BLDG. �i _ - - TW2652 PAPER ON 5/a" PLYWOOD °$ O O n co • SHEATHING > ' _ . • � 0 EXISTING FLOOR 1 r.---,\ _ I I > - MAHOGANY DECK 4 STAIRS TO I I CANTILEVER BAY FOR PRE-FAB �, NEW FOUNDATION GRADE v4/TR. WD. FRAMING, PVC NEW FOUNDATION $ FIREPLACE. VEAL BOTTOM EDGE 0 FOOTING BEYOND CASING AT STRINGER 4 RISERS. FOOTIN iBEYOND L PROVIDE PVC RAILING L 11 I J Z L J L L J W • I8'-O" ft M / / E A ST ELEVATION NORTH ELEVATION /2'-2" 8'-4" / '4 1'� �� / 3'-4" / 08 ma= SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" 4' 4" 4'-0" 4'-2" by2�� 4Y2" bye„ O J /� II'-6Y2" /// 5-0" yl O WOOD FRAME STAIRS TO GRADE. 0 PROVIDE TREATED WD. FRAMING I1-O" $ MAHOGANY DECKING $ .11. 0LI- CANTILEVER FLOOR JOISTS ABOVE / / TREADS. PROVIDE RAILING 4 Q m TO SUPPORT PRE-FAB FIREPLACE 8" HANDRAIL TO CODE _ \ 0 /� 2x6®I6" FRAME WALL Ps,/%" 8" THK. POURED CONC. FOUNDATION , „ PLYWD. SHEATHING, 30# BLDG. Q WALL w/*4 REBAR ®24" 0/0 1 -'Q' PAPER $ ASBESTOS SHINGLES TO E DN O 1:::< VERTICALLY $ HORIZ. ON 8x16" / / MATCH. PROVIDE R-I1 INSULATION O in W - `\ CONG. FOOTING w/(3)*4 REBAR. 1-I/2" LVL _ _ �‘ PROVIDE DAMPPROOFING ON + - -� �\ Z EXTERIOR BELOW GRADE. PROVIDE r , --� ` 1W2652 FWH27311AL 1W20210 r Ma r CONCRETE STUCCO ABOVE GRADE , '.; �� I r VIM - PRE-FAB 'I REGI l I = VENT GAS IREPLA4. -_--1-- _� ` D N 1 N SEE I I COC: D VENT DRYER `.ra. - - SPECSMi1 THRU WALL tilI �t O®IE" R.R.( 4.1 2x10@16 R.14. t O , I t I r i 001 x8®Iv G.J. W v I p y� 12 DEEP UPPER "' $ 'EN a I CABINET _ �I O -T' DRAL z l d �- o� • o 1 1 I i .�.......,�. z CRAWL ail - ® �GEIL G I III I Z u' . , (2) 8x16" I Q "" O p/ fQ ll It CHROME POLE 8 = In�/41 � O4 ►�� II =4 OPERABLE VENT �`: SAGEo j NoofooR wSTOo . II WOOD SHELF ABOVE N Q• ot :, (V 30" DEEP CRAWL }1 ' ATGH w I p m J o . i i i I w/2" THK. -t =cv O < I (4) 10" WIDE WOOD v, a o M I i I i H CONCRETE SLAB tV .fl DN I I. SHELVES W •-•i• � } I I ►, EXISTING s = �I ! pl �� ? '� I — �I FILLED �I >s yI I = Ii W• u; I. i1 is t AREA �- PROVIDE 12" LONG #4 w J II a N o '` 4 ► I \• '-O" 2'-6" I REBAR DOWELS BETWEEN W I 1 I I N o a SWI I �� \ 2 ;' y / / _ REMOVE EXISTING W x OLD $ NEW MASONRY i II i 1 I l a 2'-a" 41 I 1 I SHINGLES. PROVIDE �` n ®18 (TYP) L (4)2x4 I ! NEW GYP. BD. FIN. Q F—• v tO 10 1 ''Y,„....• I t?'�X'�?`>__� zC• ��p ftL ri:',>.W',',,•.•' X•.••,.<, � �: 'f. •♦ �r *`d ' S ' T:>' k k•n<�;' ,,k>j _ .›>.. n u ..,x „, ‘ *� O 0__ � < EXISNEIN TING 3WALLAv4/INSULATED OPENING ININ” VUP � � :' �-, O 0•, ; �� �, < , —DOOR w/NEWI DOOR s DN DN ,., �� I PLYWOOD PANEL CLOSURE i DINING ,Q� I RELOCATE \ i ROOM EXISTING CABINETS I ,/ PROVIDE NEW I COUNTERTOPS iREMOVE EXISTING4^UNDOW ,, „ —EXISTING WALL KITCHEN ND PORTION WALL FOR s OF NF FINISHES TO REMAIN �P LLQ 1. 1 \ EW CASED OPENING `� S C. O PROVIDE FINISHED - KITCHEN I \� /i� OSP S14r .��1 c, r --- EDGE AT BACK 1 \\ ,' * /- r. ` ; j EXISTING CABINET ,12,` • c t :,. _ INFILL PORTION NEW ROOF ; ENLARGE EXISTING '- \ w/2x6®I6 ON 2x10 PLATE .4„‘;„-- - 1 � % j OPENING vi/NEIN �t I �, _. I ! LAID ON EXISTING DECKING. �` RAP GARAGE CASED OPENING RIfE I \ \ �i FLASH VALLEYS w/IGEff WATER •uP 50'1 ,,../.\ / BARRIER ' `i , y 1 441i ____ _______ rEXISTING W PROJECT NO:14 EXISTING Vr-- 06 BASEMENT FILLED AREA $ DRAWN BY: :x .1•••I GARAGE UT ELEcTRic LAyo . T pLAN 1CHECKED BY: EXISTING GONG. SLAB �'S SCALE: 1/4" = 1' -0" , + ,,t1:,.. ��� � TO REMAIN DATE: 2 8/12/15 ELECTRICAL LEGEND LIVING ROOM - SCALE: 9DUPLEX RECEPTACLE OUTLET $ SWITCH EXISTING FINISHES TO REMAIN 1/4" = 1' - 0" 0 220V RECEPTACLE OUTLET S SWITCH DIMMER �` SHEET TITLE: 0 HALF HOT RECEPTACLE OUTLET ® TELEPHONE r',41)1I' WATER PROOF RECEPTACLE OUTLET 0 TELEVISION '^ GROUND FAULT INTERRUPTOR OUTLET 6/6 SMOKE DETECTOR • PLANS ,-,-1/' . HIGH HAT FIXTURE IG7q CARBON MONOXIDE DETECTOR , ELEVATIONS El DIRECTIONAL HIGH HAT ;