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HomeMy WebLinkAbout38685-Z o�OStlFFal,i3OG� - Town of Southold 10/8/2015 i ii.t 1 P.O.Box 1179 �' c€ r 53095 Main Rd ,-- , o� ,' Southold,New York 11971 of �a, ...r.t CERTIFICATE OF OCCUPANCY No: 37828 Date: 10/8/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 54875 CR 48, Grrenport SCTM#: 473889 Sec/Block/Lot: 44.-1-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/7/2014 pursuant to which Building Permit No. 38685 dated 2/27/2014 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: alterations and additions, including first and second floor decks and covered entry, to an existing one family dwelling as applied for per ZBA#6644, dated 6/20/2013. The certificate is issued to Uyanik,Fehim&Uyamk, Sevgi of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0055 9/25/2015 ELECTRICAL CERTIFICATE NO. 38685 3/26/2015 PLUMBERS CERTIFICATION DATED 9/28/2015 Cutchogue East Plumbing A e ignat e %F pE TOWN OF SOUTHOLD ,,��o. o,; BUILDING DEPARTMENT - TOWN CLERK'S OFFICE SOUTHOLD, NY 14:9- -t 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#: 38685 Date: 2/27/2014 Permission is hereby granted to: Uyanik, Fehim & Uyanik, Sevgi 55055 North Rd Southold, NY 11971 To: Additions and alterations to an existing single family dwelling as applied for per SCHD, Trustee, and ZBA approvals as applied for. At premises located at: 54875 CR 48, Grrenport SCTM # 473889 Sec/Block/Lot# 44.-1-4 Pursuant to application dated 2/7/2014 and approved by the Building Inspector. To expire on 8/29/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,772.00 CO -ADDITION TO DWELLING $50.00 Total: $1,822.00 /41IP Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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. g New Construction: Old or Pre-existing g Buildi (check one) Location of Property: Sqg 7S/ i House No. Street - / / Hamlet Owner or Owners of Property: A Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: LJ Permit No. v(ouD Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ b +p c• ignature ,�5 ,..A.__ 1111•,,of SOU& Town Hall Annex � r ,, ' Telephone(631)765-1802 54375 Main Road ; i Fax(631)765-9502 P.O.Box 1179 ` G a �, : ,� a�l�� roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 . . --* ®_TC®U i %V.'111 ... t'' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fehim&Sevgi Uyanik Address: 54875 County Road 48 City: Greenport St: New York Zip: 11944 Building Permit#: 38685 Section: 44 Block 1 Lot. 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hubbard Electric License No: 4709-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor _ X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 75 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water Elec GFCI Recpt 9 Wall Fixtures 10 Smoke Detectors 3 Main Panel 200A NC Condenser Single Recpt 2 Recessed Fixtures 34 CO Detectors 7 Sub Panel A/C Blower Range Recpt 1-50/ Fluorescent Fixture 7 Pumps Transformer Appliances Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 200A Switches 57 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: 1Y _ / Date: March 26, 2015 Electrical 81 Compliance Form.xls �e, .i. ��, %pF SOUK® Town Hall Annex � t • Telephone(631)765-1802 54375 Main Road AWE1 ';x ° . ``¢.' SWF Fax(631)765-9502 P.O.Box 1179 • cc• Southold,NY 11971-0959 � ® ,.::• a4:::0 0' - yCOUNT`!.,v0" BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. '15(40 Owner: U a a( K (Please print) • �cW___ C , ' C ��G[iv Plumber: (SI°"�o � e (Plese print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 7(/' (Plumbers Signature) Sworn to before me this day of , 20 45' A it; A Notary Pub12c, ,e_AG-ee._—County CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2_12 f 31; LS •c5a-- OF SOlit �o 1\o of, • 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TION [ ] CAULKING REMARKS: ."16,r fr _Agri ie21i"‘eS (644't XcZZ� ("t ;/!--, DATE INSPECTOR 7- * *� TOWN OF'-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . _ [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [VfOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING REMARKS: --e4"-f-4 - DAT E DATE 06/3 lC‘ INSPECTOR31-(4-,---,11' �' P' ci ,ii0s004,_ . , -.-- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING gr r - ] FO NDATIO 1 [ ] INSULATION 1 - [ _ RAMING / -TRAPPING [ ] FINAL 1,r(U [ ] FIREPLACE : ' -•• [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Sr / i 1‘ - /A1 '.i..- 6tift, / 4 61,frri- ff , r DATE ( INSPECTOR „_.5 8 6-- ---. ,____e r',rO. %,s 4 SOi,/- ._ ,figi 4. .o,i ____4_,reouffrinoo ______......„, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO NDATION 1ST [VrROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING , [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ION [ ] CAULKING // REMARKS: - A--yff,t1-/S Ali 411 C/f21-7-) 67e--eg) _ C1-7-7:2L /SaL___6;(c .__LC'T G- 644...,,.E c'4, 4- 4,-,i,-- i .- ci,L,44,t_. ,a, :,., , 474 Ste/ ! 6A., - n 1 , it, DATE 4 nil 11 INSPECTOR All".__...... 4 386R12-- o,, SO(/j�ol e TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIN - [ ] FOUNDATION 1ST [ ] GH PLUMBING [ ] FOUNDATION 2ND [7 INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: / 14- /7-01< ( INSPECTOR. j - DATE � ,,e41,0f SO% + clg I (11 \S _A)/ '.--Cte0INO7A I..1 , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION , FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ 1 FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 5/(2-kfi< INSPECTOR %SOF SOpr�ol ITO = yeOUNiYn TOWN OF SOUTHOLD.BUILDING 765-1802 INSPECTION V [ ] FOUNDATION 1ST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE Vn.ATION [ ] CAULKING REMARKS(PV i ►. o / .4 .� � 7 4- t-io 7444((27/;?`") dx-C 09,644,17-44--1,51-- ._ DATE w " INSPECTOR i 38c 8„5 - __ ................., „,.osoolz: „ oi",. .4 -Te.,: • :* ic .. , ct.. ss.,:s _p,.. --_eireourcv..0. -----.....:,,,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 iNSPECTION: [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [1INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING ,.. REMARKS: f CO - /1),f-e'-- k 1:-/ - , c.:,(4,--e--- i - ,.Ci. 7../T,,f, - .0441,2e,v/dz , DATE9/45-.F INSPECTORA/_ --1-11 " • . ,) , FIELD INSPEGZON REPORT DA • COMMENTS 1 •pT FOUNDATION• (1ST) am. ' 001 04 /3 1 V\--- -4-A- / - ` ai> 40 . . • FOUNDATION(2ND) �:f Gam '` _ Al,' 41,7 '2, e.., oo c, . . , I li • ROUGH FRAMING& i r••0 t� /-.#4 / 44 i ,1 - PLUMBING p C ,� i _e i - � 0 . -/..,4, ,, ,,$)----- 0U • ,Q--. moi' -,�, � j1 �i . Cv_z,z/ey . 64X)wal. - ,1‹,--5° $ t4 INSULATION PE1t N.Y. H STATE ENERGY COPE 4 . 3 • . . . ,, l 1 • • • . . . . v .... . • ‘-se_, ct— • . FINAL , • ADDITIONAL COMMENTS ' • TC 1.A, Wi "b 4e,L(2,c.19,(-', c, i %-e-1-no A., cc-el,)q `r ‘Lt i Lci" o . r e ► cA a4y124,41. 10-it -,N z c Q,► 3--2 IS rn • • • ] L . , DI' l • • ....L. o 0 CP z •• TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. (--DQ 6 Check Septic Form N.Y.S.D.E.C. • Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 ' ! Mail to:- Disapproved a/c Phone: 111 Expiration (2 ,20 1 11111111/ Arr - � EASE: ._., I \ FEB - 7 2014 APPLICATION FOR BUILDING PERMIT � Date o?-- , 20/ INSTRUCTIONS a:ThiapGpFlSDiCcLaPTTHnMUST 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. 4111 (Signature of applica or name,if a corporation) J` ZO /1/ //7 Road ou_ o/a/ /L / j/97/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 742Al Cec-t.- u(✓y all r k (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: Gev,77 41s c5��� �� 7/ House Number Street Hamlet County Tax Map No. 1000 Section Block :_ _l ' Lot Subdivision Filed Map No. i', Lot -- - • 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:. a. Existing use and occupancy e\f-(S,Ft� ou b. Intended use and occupancy / e1v-/C,'f7 d uI) , /4-/ AcL74 c / c/'7/z�-- 3. Nature of work(check which applicable):New Building Addition )C: Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost & c29 fx7d.- Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units r 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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Arm 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front / ' ' ( -G Rear /Co 7 Depth V 0 D 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES `)(, NO % - 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Qin; 4-Sevc Addies§ Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. ' 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ''A, NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO j( * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF .S#//_))- c�pYc C� /27&914-.9"-.9 being duly sworn,deposes and says that(s)he is-the applicant (Name of individual signing contract)above named, (S)He is the d$66-7/1' ( ntractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be , performed in the manner set forth in the application filed therewith. Sworn to Wore me this Lir"- day of . FE5' 20 / • ��Not • ary Public Signature of Applicant MARGARET C. RUTKOWSKI Notary Public, State of New York No. 4982528 Qualified in Suffolk County Commission Expires June 3, / • .d•.�j', . . .tj,fi&rr.-wT�i:'...w T'.�: . ! ;4J. f3rt -- ,r ' tG6kN ,` - T�` �94 , .' µri41:(1-4';t , . . s-Y�.1i� M � �1$ tiFli an 1 & jle moi �f ✓fif�xnu:, 4'o" rn � : �APk . a cl= 4ttl "M ,e § O1l4 �r : 'Y "4 " rN,,,,,,4" ' ipatiI , 4,57 nr ��-� 14 , N A7'-.. 44 0` dv7e7-_,‘,°';' : t, y 9r k f. 64 ,' Tf+r � ,,� , ,• '0....-'-‘,,,,-,-,:),,g4. ', n jr4,' fA� °b „- 4, ; i I� ��fi4 . .r :,, -7,,, ,,..7.0-,LE2,-.4Pd: T.L°jt il` .J_M% �+rTv,..,7..rifns.•M�7.T7' ,,,,,,,==4•07.1470.4Y5* C7Clf ��v✓LWlil::k„7s �{� xy� n / AVi - fr} maxi, .BOARD OF-SOUTHOLD TOWN TRUSTEES' ?' ;r`. ' �c' SOUTHOLD,NEW YORI ' y , ' „a c:111:04.,C,1_3'4' . ,..,,,,,,,4., #,F, PERMIT NO. &,8241C DATE: JULY 17,2013 �,.� '3."' `i °7.,11 ISSUED TO: FEHIM & SEVGI UYANIK P �,, _ r;`; I 4 1 PROPERTY-ADDRESS: 54875,COUNTY ROAD 48, SOUTHOLD ,:y `f Tr SCTI�#44®1-4 fi °� j AUTHORIZATION 4 r ,,�. Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July " 4— 17,2013,and in consideration of application fee in the sum of$500.00 paid by Patricia C. Moore,Esq.& . r. �..'., Steven F. Uyanik and subject to the Terms and Conditions as stated in the Resolution,the Southold Town ' �`��' ''¢' t' Board of Trustees authorizes and permits the following: - 4% ,1--r 1fp ` s lam/ti,.� ,; s ,ttic;,tp, Wetland Permit to construct alterations to the existing 45.3'x24.69 two-story ``I, i, �'' 4M 2 doveflling inncludiang rooff pitcln; construct a onne-story 55'x46' addation to existin� � dwelling with a 10'x33" patio on grade; c; tt back existing 440sq.f>t. patio adjacent to top . ;;:.: of bluff/banik and reduced in size to 200 q.ft.9 install nnew sannitarr�v sy tennn in front yard !kC''''6:,,,,,,ir1:11 ' more than 100' from bulkhead, drgrwells in o®enfor:�,:itg�with drainage code, a li nce of ($'r st staked hay bales installed along top of bluff/bank prior to anad during construction; and ,.. '; A.--...: 1°. as depicted on the site pl:" :: prepared by Chorale) Associates,last dated May 15,2013, J . ; and stamped approved on July 17,2013. ,u,,,i ?.`^ IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, „zT � t , Ij and these presents to be subscribed by a majority of the said Board as of this date. ' _. it '`f��irii/.�",„,,,, ' + IY'&P� 4 /1 .•'( 6T4'' g m : hs S '� 1 ``"7,...ari`y".,.2'"llsreo'riwzvrteiedC�tt"rP47G.'f"garaEZ"r'.' .YSY"1 r :ri a ,ICC:=ie2" %�, z r,azat2�".'!%:'.'a ,Villre,i.,.. s2'.'.rF"-4."11Y. .(47,. ,r7,Z�.;%'�r"C".=: u6:?''nv 4,,.s,,,4p. , -.h„. r:/�:v 4. r 4, //It r ''.6-71,' r .s .i 'Yl> 7 k":11,1,,' a f rr '= .•—‘4"-,,-,,' .i i�'�r,d Y~�^;� f ..: s� '4� '��( J srf3 4 `��y .J,r ,Far �n;�w, �yi: , dr'.a'�c' }k .�; r;a�'��` C �' J J` } ,A11-0./7 -0e k.1 04° rt. 2` t z�vp ''' AV.,' '^ .,a,. :,r r x,::��p `i i- -,,.,"" fe " `rp ' , J� i a '� /t, ' r t .:' !I , '4,;.;,--,;',/' W�� ''y<,- . .., A'� Y"7[4t9 _4 �4,.a _ �6 ._� 4�''�"rf�ld[pJIFS� N art,4,Al i +E� _ s' ,H 1 f ' t tiff _ ":'. r 4•t 7 a.;,!:. . � iy t; N Ni '�", 1 Jx, �° ... p us' I R'ij s4attl q� may{ is 1_> � + =iJ'r r� y�8 u4 y sK > ,;. +,,. - ins - ��rrvvrr 'r;fA so'" " James F.King,President ��0110 SOU4\ Town Hall Annex Bob Ghosio,Jr.,Vice-President �� ®� 54375 Main Road P.O.Box 1179 Dave Bergen � `E-' Southold,New York 11971-0959 John Bredemeyer Michael J.Domino Telephone(631) 765-1892 O y •� Fax (631) 765-6641 w� • OARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT C*, , STALEC Ova.' PEi`\ , 2410 Appllcant/Agent: P trieia C. fre, Esq. Pernroittee: Fehim Sevgi Uyarolk SCT k #: 44-1-4 Project Location: 54475 County Road 48, Southold Date of Res,.Mion/Iseu<1nce: July 17, 2013 Date of ExphattIon: July 17, 2015 Reviewed by: it oard i ff Tutee DESCRlPTliAl OF ACTIVITY: To construct alterations to the existing 45.3'x24.6' two- story dwelling including roof pitch; construct a one-story 55'x46' addition to existing dwelling with a 10'x33' patio on grade; cut back existing 440sq.ft. patio adjacent to top of bluff/bank and reduced in size to 200sq.ft.; install new sanitary system in front yard more than 100' from bulkhead; drywells in conformity with drainage code; a line of staked hay bales installed along top of bluff/bank prior to and during construction; and as depicted on the site plan prepared by Chorno Associates, last dated May 15, 2013, and stamped approved on July 17, 2013. INSPECTIONS: Hay Bale Line Inspection & Final Inspection SPECIAL CONDIT!.,NS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: , A maintenance agreement is attached hereto and is a necessary special condition of this permit. 0 9 BY: . James F. 'king, President Board of Trustees ,i ®F S®!/�' John M. Bredemeyer III, President of 4v iyo Town Hall Annex Michael J.Domino,Vice President ��� 4® l® 54375 Main Road 1E1 . " 121 P.O.Box 1179 James F.King,Trustee ; _ Southold,New York 11971-0959 Dave Bergen,Trustee �. .` A @ Charles J.Sanders,Trustee `� Telephone(631) 765-1892 l/�C • Fax(631) 765-6641 goo BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1178C Date: October 8, 2015 THIS CERTIFIES that the alterations to the existing 45.3'x24.6' two- story dwelling including roof pitch; construct a one-story 55'x46' addition to existing dwelling; cut back existing 440sq.ft.patio adjacent to top of bluff/bank and reduced in size to 200sq. ft.; install new sanitary system in front yard more than 100' from bulkhead;drywells in conformity with drainage code; At 54875 County Road 48, Southold Suffolk County Tax Map #44-1-4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 20, 2013 pursuant to which Trustees Wetland Permit#8241 Dated July 17, 2013 and Coastal Erosion Permit#8241C Dated July 17, 2013 were issued and conform to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the alterations to the existing 45.3'x24.6' two- story dwelling including roof pitch; construct a one-story 55'x46' addition toexisting dwelling; cut back existing 440sq.ft.patio adjacent to top of bluff/bank and reduced in size to 200sq. ft.; install new sanitary system in front yard more than 100' from bulkhead;drywells in conformity with drainage code. The certificate is issued to FEHIM& SEVGI UYANIK owners of the ' aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook IMMO 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • Fax: (631)444-0360 • Website: www:dec.nv.gov Joe Martens Commissioner LETTER OF NO JURISDICTION TIDAL WETLANDS ACT September 5,2013 Amy&Steven Uyanik - 55055-North Road(CR 48) Southold,NY 11971 Re: DEC Application# 1-4738-04227/00005 -Uyanik Property,54875 North Rd. (CR 48),Southold • SCTM#1000-44-1-4 Dear Mr. Donadic; Based on the information you submitted,the New York State Department of Environmental Conservation has determined-that the portion of the above property landward of the functional bulkhead - greater than 100 feet in length,as shown on the survey prepared by John T.Mtzger,last revised 8/2/13, which was constructed prior to August 20, 1977 as evidenced on Tidal Wetland Map#716-550, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661),no permit is required to conduct regulated activities landward of that bulkhead,and check# 1610(enclosed)for the$200.00 application fee is hereby returned. Be advised,no construction, sedimentation,or disturbance of any kind may take place seaward of • - the tidal wetlands jurisdictional boundary,as indicated above,without a.permit:' It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your,project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e.'a 15' wide construction area) or erecting a temporary fence,barrier,or hale bay berm. • This letter shall remain valid unless site conditions change. - - Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, 1 • i R t(lir Evans Re:ional Permit Administrator cc: BOH-TW- P.Moore,Esq. d , BOARD MEMBERS �����'' Southold Town Hall manes Weisman,Chairperson , i• N%ig S0111 , �+ 53095 Main Road'P.O.Box 1179 . Southold,NY 11971-0959 Eric Dantes , ' :: IV; Office Location: • Gerard P.Goehringer % , g % • . - � Town Annex/First Floor,Capital One Bank George Horning •4 - y0���� 54375 Main Road(at Youngs Avenue) Ken Schneider ;` 0ilIM*'°1.1 Southold,NY 11971 ,,P hup://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 - FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 20,2013 ZBA FILE: 6644 NAME OF APPLICANT: Fehim and Sevgi Uyanik SCTM 1000-44-1-4 PROPERTY LOCATION: 54875 Route 48, (aka North Road)(adj.to Long Island Sound)Greenport,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without .further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Section's A 14-14 to 23, and'the Suffolk County Department of Planning issued its reply dated -Apr'il 15, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of-the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The'LWRP Coordinator issued a recommendation dated April 22;2013,based upon a survey dated Feb, 11, 2013, showing a proposed 27 feet setback'froth the top 'of the bluff,"arid proposed construction in close proximity to the Coastal Erosion Hazard Line. The Coordinator,recommended that the proposed additions and alterations were INCONSISTENT with LWRP policy standards and therefore is'INCONSISTENT with the LWRP. After the public hearing held on May, 2, 2013 the Applicant aniendedthe application and submitted a new survey dated May 13, 2013 showing an increased distance from the top of the bluff of 32 feet to the nearest corner of an at grade patio, and an additional 10 feet'to the closest above grade construction Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the most recent amended survey and other records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicants' property is a +1.4 acre waterfront parcel in the R-40 Zone. The northerly lot line measures 169.24 ft.along Long Island Sound. The easterly'lot line measures 443.54 ft. along an adjacent parcel. The southerly lot line measures 126.86 ft. along Rt. 48, and the westerly lot line measures 430.21 ft. along another parcel. The property is improved with a single family dwelling, and detached garage, as shown, with proposed additions, on the survey drawn by John Metzger, Peconic Surveyors, last dated with additions,Feb. 11, 2013. BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-11,6 and the Building Inspector's February 27, 2013 Notice of Disapproval based on an application for building permit for additions and alterations to a single-family dwelling, at: less than the code permitted setback of 100 feet from the top of bluff or bank. 0 2013 /yantk d 44-1-4 7 .LIEF RE UESTED: The Applicants request a variance to construct additions and,alterations with a +/- 27 ft. setback from the top of the bluff, where Code requires a setback of 100 ft. AMENDED APPLICATION: During the hearing, the Applicants were asked to bring the plan into more conformity with the code. The Applicants on May 16, 2013 submitted a plan increasing the setback to the top of the bluff to 42 feet to the nearest corner of any new above grade construction, and removing the existing cement patio located in the Coastal Erosion Hazard Area and replacing it with a 200 sq. ft.pervious patio, thereby bringing the plan into more conformity with the codes. ADDITIONAL INFORMATION: At the request of the.ZBA, the Suffolk County.Soil and Water Conservation District conducted a site visit on April 1, 2013. The ZBA received information on.June 3, 2013, in a Ietter dated May 20, 2013, pertaining to this visit, including recommendations concerning the containment of storm water runoff in drywells, the planting of native vegetation on bare areas of the bluff, the restrictive use of heavy equipment near the top of the bluff, the avoidance of•the placement of construction materials on the bluff;and the reconunendation that the lawn areas be "maintained naturally to avoid excess fertilizer from reaching Long Island Sound", FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 2,2013, and on June 6,2013, at which time written'and oral evidence were presented. Based upon all te'stirnony;documentation, personal. inspection of the property and surrounding neighborhood,•arid other evidence,the'Zoriiitg Board-finds..the following facts to be true and relevant and makes the following findings: - . I. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of - the neighborhood ora detriment to nearby properties. The pre-existing house was built in approximately 1949, ,I with an existing'setback of 30 feet from the top of the bluff.-The proposed new, above grade construction will be no closer than+/-42 feet from the nearest corner to the top of the bluff 2. Town Law&267-b(3)(b)(2).The benefit sought by,the Applicants cannot be achieved by some method, feasible for the applicant to pursue, other than anareavariance. Because of the non-conforming distance of the existing house from the top of the bluff,the proposed alterations and addition require the granting of a variance.- 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 58% relief from the code. However, this is mitigated by the pre-existing location of the Applicants' house, the proposal to increase the setback to the top of the bluff from the 30 feet of the existing house, to 42 feet for the new addition, and the expressed agreement of the Applicants to comply with all of the recommendations of the Suffolk County SWCD. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The Applicant must comply with Chapter 236 of the Town's Storm Water Management Code, and the recommendations of the Suffolk County SWCD as stated in their letter dated May 20, 2013. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the Applicants to enjoy the benefit of alterations and a new addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. A0,2013 anile /4-1-4 s✓ ;SOLUTION OF THE BOARD: In considering all..,of the above factors and applying the balancing test under ,,New York Town Law 267-B, motion was offered:by Member Horning , seconded by Member Weisman ! (Chairperson),and duly carried,to V DENY, the variance as applied for, and GRANT ALTERNATIVE RELIEF, for a minimum 42 ft. setback from the top of the bluff for all additions to the existing dwelling as shown on the site plan prepared by Angel Chorno, RA,and dated May 13,2013. CONDITIONS: 1. Only rubber-tired equipment, (without tracks) shall be operated'in the vicinity of the top of the bluff. 2. Construction materials will not be stacked or stored in the immediate.vicinity of the top of the bluff 3. All areas in the vicinity of the bluff described by the County SWCD recommendations as bare of vegetation will be planted with native vegetation. 4. All other areas in the vicinity of the bluff that already contains native vegetation will remain undisturbed by any construction. -, _ , 5. Lawn areas in the vicinity of the bluff will be maintained naturally without the use of chemical fertilizers. 6. Existing concrete patio shall be removed and replaced with a 200 square foot maximum pervious patio at grade. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing,two sets of the final floOr plans and elevations conforming to the alteriiative relief granted herein. . The Z:A will f orward one set of approved,stamped drawings to the Building Department Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. V Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/ora possible-denial by the Building Department of abuilding permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown`on the architectural drawings, site plan and/or survey cited above,, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other -feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an'alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Horning, Dantes. This Resolution was duly adopted(5-0). • Les ie Kanes Weisman, Chairperson Approved for filing 6 /077 /2013 ' BOARD MEMBERS �'� OF So(/ Southold Town Hall Leslie Kanes Weisman,Chairperson i' �y - • 53095 Main Road•P.O.Box 1179 ,`O 4 \ Southold,NY 11971-0959 Eric Dantesy, +' #t tig Office Location: Gerard P.Goehringer y Town Annex/First Floor,Capital One Bank George Horning O ..r 54375 Main Road(at Youngs Avenue) Ken Schneider T COUNTI* 1ii Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 December 12, 2013 Patricia C.Moore - Attorney at Law 51020 Main Road Southold,NY 11971 RE: Uyanik,ZBA#6644 Dear Ms. Moore: I have reviewed your letter dated November 7,2013 requesting a de minimus determination for the above references ZBA decision, along with the proposed changes to the site plan and architectural drawings(floor plan and elevations)that you submitted. • Since you do not propose any changes to the bluff setback relief of 27 feet granted by the Board of Appeals, and you are not proposing any new nonconformity, I have determined that your requested modification is de minimus in nature.Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request, and a stamped approved copy of the drawings dated 12-26-13 and labeled A-1&2 Uyanik Residence;,Addition and Remodeling, and the site plan dated 11-5-13 labeled as SK2 all prepared by Chorno Associates,to the Building Department so that you can apply for a modified building permit.If you have any questions,please call the office. inA-rely,_ r , 7 &id A/1-114460L-. Leslie K. -s Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector Scott A. l�usse1l ,,,.,'��bosut�q,� James A. Richter, R.A. su 0-RVIS©� _ Michael M. Collins, RE. I.SOUTHOLD TOWN HALL-P.O.Box 1179 L 5 53095 Main Road SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 / Fax #: (631)-765-9015 MICHAEL.COLLINS®TOWNSOU '. THOLD.NY.US � 0./ .' �if �� ' JAMIE.RICHTEROTOWN.SOUTHOLD.NY.US , ,,'•Iinnul,'1 ' Office of the Engineer e F A16'O'",, Town of Southold 7G75--- 143 ST€•RMWATE '9 MANAGEMENT CI,NT 1 •L PLAN REVIEW C•VE it S i i EET ( TO BE COMPLETED BY THE APPLICANT) PLEASE NOTE:All Contact& Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER. (If I�iffee nt fr p lot)4A L f anrlL NAME: _j'p.sGJ e r5r�1 SI1 ` / t NAME: ' , L ` Y ADDRESS. O A ( ADDRESS: 5''/g 73- 600.4)7 - .18 5Oa)A /d Y ,- tjMo/cal /c`/ /79 I Telephone Number: ‘V/— .7 .,.S-:— a?Zcy Telephone Number: 7/AS= . //'`7 ceee 87.3- t,? 7 Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: a- 'Pt- s Property Address'/ Location of Construction Work: S C T M #: 1000 6'Y g 7S c'i f),1 A7 Q. Y8. �9 / - S�o�it7/tel '-/ // 7'7 i District Section Block Lot Required Documents for Stormwater Review: W Copy of Complete Building Permit Application. X Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. NE De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking,Installation and/or Modification of Mechanical Systems or other similar Work. NE A Complete Description of the Scope of Work Proposed under the Building Permit Application. X A Completed Ston er Revie 4' ',list. If No or NA are Indicated, Justification is Required. FOR �, 'ING DEPARTMENT USE ONLY 'I'Reviewed By l�� i - h ,' Date: 2/ill/ t1Ap T•roved: Af ditto-al Information Required: FORM # SMCP-TOS JAN 2014 l ( ,e4, ST4RMWATE MANAGEMENT CONTI' tL PLAN C( !EC i� LIST 16 0 LI (n .. 0 ,� DATE: Z c3 /il APPLICANT. (Property Owner,Design Professional,Agent,Contractor.Other) ,,+ NAME: Arg S/evev1 UgAf'1i0C .....,..•70., 440, , ,,, SCTM #: 1000 44 0/ Q� •,,,""""',,,' District Section Block Lot Telephone Number:, S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided' 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: if you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries V b. Total Site Acreage. c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. irl e. Limits of Clearing&Area of Proposed Land Disturbance. j_ I ./'8---'''.6: f_ Existing& Proposed Contours of the Site (Minimum 2 interval) ' (—i/) g. Location of all existing&proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. ✓^ I. Location of proposed Swimming Pool and discharge ring. W/14 .i. Location of proposed Soil Stockpile Area(s). ..6i k. Location of proposed Construction Entrance/Staging Area(s). 1 1. Location of proposed concrete washout area(s). , A/Of Aztyndatej SM* I(Twiit zDOI Goin e. m. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. . items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. �/1 b. Construction Entrance&Site Access. 1f c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) V l --1 d. Leaching Structures (e.g.infiltration basins,swales,etc.) 1/1 ORM # SWCP Check List-TOS JAN 2014 S it 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road a 9Q2� P.O.Box 1179 G Q �� roger.richer ar SO galny.us Southold,NY 11971-0959 ` �1t ,*°11"t11 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: m.4 e \- 063 CA,Y' Date: Company Name: i.�u 610arck kc`c Name: License No.: L 709 -N1 E Address: I-7 g N v bbcu'a Ave_ Y1&L( t Rot Phone No.: ("31, - y 7K- 15 Sr JOBSITE INFORMATION: (*IndicatesCrequired information) *Name: /2 4/4/7 q� J' *Address: J- 1 i9 *Cross Street: *Phone No.: 94 s2 W—V Q Permit No.: " �, 5 ,& Tax Map District: 1000 Se tion: /, / Block: / Lot: 5/ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) A/g4/ C5( a,4 �- .` :/ . / fir/ //1- Ori 1: V' remit d PA,ej e/,re- /?i/ U (Please Circle All That Apply) *Is job ready for inspection: YES/ NO jough In Final *Do you need a Temp Certificate: ES NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connec(Underground Number of Metecj Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form `'C r 0ge SOF S0074,- , Town Hall Annex 1 ~® l® : Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 % G cc, Southold,NY 11971-0959 : 4 0 0 • "OOUNT(,' .•' September 17, 2015 C-6511 BUILDING DEPARTMENT TOWN OF SOUTHOLD S7G -- DY/ - /„(t4236 Fehim & Sevgi Uyanik 55055 North Rd Southold. NY 11971 TO WHOM IT MAY CONCERN: The Fo I swing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: 1,11 Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. —dil Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) _Trustees'Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 38685 -Addition/Alterations 1 am familiar Frith the STANDARDS FOR-APPROVAL ® AND CONSTRUCTION OFT SUBSURFACE SEWAGE p DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 91P'� ��'� 6:5•.,... and will abide by the conditions set forth therein and on 63 �p the permit to construct. C t.'- '%7QZ� 8�, O � sou , ��N� D�o• h �( c F1Wlq i s.olowirisvrisfssv000tndo ce ,' ., 1,.\61 - \ ELIf.6 130 ' - l� d - - 5 E.CEO / 16 m._,- .,m.,,.,,,,...,m , 1, 0 7��303�P y� eel 7', F( eP- 60®QFC J� �� --`4,k'!.,":'71„--A):,;:•,;,:. r L: ::r,t' n\,z ;"s 5- E.F\�`0-1%50,.�\'a 17 .,' -I S ;.11••;ie D-1:. , ;cmF.Nnt O? i•1-',ALT): t..,� a J P 20 P i ✓ fr;( ; �0 OQ >- ' ,/%` . (If ill BA., e'riil,i� `ii' ,ntQ ,r's,'I�'.�tr:i.. + �.4 fl..,1•1 �i.'ohg A - ot NOTE' �5� j1�//''• ONLP A1C Q_ =• I"'�'ii,i`.y Ss:;r,�,'s,i.l_.ir.... 5h�1. SETBACKS TO BULKHEANc• �- PROP, HSE.SADDIT3 50' ��4 • Olk,3,, oo SORE.'oo�p OCT 8 ';!O1 /21C/-,l 3"CJU-J TES BORING SETBACKS TO TOP OF BANK E�\2 / 1314-' 3e—.,. _ _ '•,1 :':F;i.. �C)• �_ _.BYm�atcDQNA!_ GEJSCIENCE EXISTS. HOUSE 20' ��A �- ,, c ---� -a�I 1113 PROP f ISE. ADDIT. 42' p �� A o I j; TRELLIS-PATIO ON GRADE �004�• i i�. , y,• 2a� .� ,�L,_, Y I• •0014 , .�,.r.\__. r...m.. ,.,K- ......,,, , 15.2 TDo Br. Loam 32' 013\4 \6�y �v , 9. Itk 6144 pooh 1 li V.:0'• �� 1:1'f i?.:0, r�.., IbZi.}1.;.0 ;;:i OC� e,• 9;A , J,r ,;ril,• i s, \0 °.'a FJ QR B 1 i 1' AREA TO CEHL- 4 !� / 5/ NI 1 . 1 ' '°i r.'•'i;a86' ...'•.., ,, ..,,,.'r-1,,,:.,..;„i i i.„,0, ' L,,,,'. .... f i.,;•.,`..,.--k`.q.i.i,y BKISIIt ML eta 2 II- e � y � 60 1.__1' „I -1- r s. \..' �, 3' 48,244 sq.ff. . F.‘'011 �' -.,.k, houo • �\ \l,R,i r-.16.,,• Br Sllty Sand 14.3 �� f1 LR. • 14 °•2°p ®�, �1, �• —A �-e Water log Br. LOT COVERAGE f£�i9• 1e • Zoo m45 ' SIIty ®ud SM HOUSE- 1347 sst.f . s s -v GARAGE- 596 sa.ft w£`-`'. 14., , - e S .J`, �. WBat®r In I2010 t Total 1943 Sq.ft. • n \ aa�ar r ®roam Elm® to 1943!48,244 4.0% �e 6 Coarse Sd�a9 54,i1 �' • 150' f� *. o c'_t ° •AT COMPLETION OF CONSTRUCTION / S HOUSE -4127: sq.it. 0 9;9' N IllreiTAo Z\-\ GARAGE 696 sy.flr P'• \ o -oma Total x}723 sa.ft. r' Om 4.723/48,244 a 9,8% 0 uI'oje 'v �R� ^ 4. / `rN' . ” Pi'E• GAR f.r •` >� 4 PROPOSED NEW SEPTIC- SYSTEM. / b6 �. \ £ �} J za , J 1 - 1000 GAL PRECAST SEPTIC TANK. ° kgtl d -at Q ' r 2,3 - 2. 8' x 6' DEEP LEACHING POOLS / at6f'GP. �� )?'a�� ly', ?e_:r;;`t'• WITH 3® SAND (SW) COLLAR 3" 6/ o : sz s:ltl ct.2 F`-,g11-(C t•r t./ :a" f�;>�`C ,� C) ABOVE GROUND WATER \ -� REMOVE SAND ISM) 8'0 DOWN TO 0,\9 -13 SAND (SW) AND -BACKFILL WITH SAND (SW) , > '\ LA q - ._r EMO VE OR VILLIN EXISTING CESSPOOL To - - 'i - - - ,,! �. \ SCDHS SPECS. £4 6 m jz 'SA' ANY'ALTERATION OR ADDITION TO THIS SURVEY IS A.VIOLATION Cr\ ' - OF SECTION 7209 OF'THE NEW YORK:STATE EDUCATION LAW. ® 1,I'fe EXCE.PTAS PER SECTION 7'209 -:SUBDIVISION 2. ALL CERTIFICATIONS �? •c•, p°� • ' CO HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF - °! cl SAID MAP OR,COPIES BEAR THE SEAL OFTHE ! V `, s . m ,xA.a ;',,, �.�. 5 ..a. 4 l 0 WHOSE SIGNATURE APPEARSHEREON. .� \ `, 4 � ;y ` v •I r'e $ �`� )27.3'` �Y� . n )afSir ,�tfce'� Re ute .. I \ �;on ', E56 CERTIFIED TO: „ 't� " ,Y'E f; `d -;,., .K�. ,{;4..' ;.-. - 260 6.� ,Is Eco+°.:.us, t 'ti+'ti=y;lv:if..,,,-0011f.G ��/ .1 TRW TITLE INSURANCE CO. THE PRUDENTIAL HOME MOR TGA 'E CO. INC. �� 'DIP •% °a - A- /% FEHIM UYANIK t_•® ; 5 -A W• Li '/i SEVGI UYANIK _ I si" - � R T FO 4005 S , J' .�(P�LS.IC NIta�E�® �(�;Ii ����6��VOTE 16 ' ®®� l in® as per filed Map 6� 48 ISI5:::, FLOOD ZONE LINE FROM FIRM odd L � �® C R. 36/03C0/58H R 1 ldOflfl �t of c��i: is"�r, �`- •�.,.. COASTAL EROSION HAZARD LINE VAGAr,T ��rt �^,•. ,sl,�_,1)1rur=, f ` -'--- .�_.__ N a.9:��IdT ';' , ' /rom COASTAL EROSION HAZARD AREA MAP /, z rte �s,t.,a�i�?�, , . Photo # 55-581-83 got � '°ct ir ( a �a3 t.� t bL in •�• Irvii.1, L,caroa113.I. tie dans L ITS 12 13,. 14 MAP •F P/-PERT Y OF WH. lea NG & F-'..D. GOOiiALE CONTOURS AND ELEVATIONS ARE FILE;, SEPT. 14 1929 MAP NO 585 REFERENCED -7:0-- 14 VD. A TQ•®®� E NEI W (J • SUFF.-1K COUNTY NY. 4 ,,tn,'f'.^'t f 1000 ® 44 — 01 ® 04 tl. \ \ ti,; ,;;� ='„ SCALE 1" = 50' rf vo r N- { `4 cit *CT 29, -1991 �'--LAti Ju` - APRIL 14, 2009 (COASTAL EROSION HAZARD LINE) 'Q. / •,., .5. LIC, NO. 495/8 DEC. 12 2012 (ADDITIONS) A' • •FEB. :, c2013 (additions) -ECONIC Sr!,, , y®fl$y P.C. FEB. I1, 2013 (additions) (631) 765 - 5020'FAX (63/) 765 - 17-7 JULY 23 2013 C9.0.1-1.) , ,Pe O. BOX 909 • AUG. 2, 2013 (REVISIONS) 1230 TRAVELER STREET oc-r °+,2or 5(REVIsloNs) _ SOUTHOLD, N.Y. 11971 - 91 -2 73 '', ri ��,P tem familiar with the STANDARDS FOR APPROVAL C ��® AND. CONSTRUCTION OF SIf8SURFACE SEWAGE �. DISPOSAL SYSTEMS FOR-SINGLE FAMILY RESIDENCES L ® ' % s 6,So and will abide by the conditionb set forth therein and on j�, SEP 2 8 2015 . ( off '6,3'�p�6p�,' the permit to construct. 9LDG dtPr P`'r �' > ', - SCDHS (def:# R10437P055 -NIA Or ,r}!;l! (P-D • QOM / `�.,tsimbs. . SEPTIC MEASUREMENTS kt , ..., tip. 0). 0 , ,. \0 Qz7. ... . N )444 emote' • ST 56' 18' L �• �, - 0 6�. �o x T/BLK. a , • ..LP 89' y / ®\ � � , EL.us LP`2 128' 104' IA �, , A� ^�: CL .e •:L 1 — d ,, 712 -x-14, - �5 Q / •D % •�� ELI o *'(V on .r N a�4' yio°d;% % \7 fns. • •(gip • �/ 4‘,' grao. - _ - - Ws , ".0 N. TEST BORINGE `Z ,! w \ .o. , ' BY A�cDONAI-t),GEOSCIENCE ��d ie ,� • 9? ,® m • 6/21113 F�.,5F, '6/ --2. .'. �.- �.,� ,,g; `• , 0 15.2 Dark Br. Loam . '= �., 4• U �'` OL '� 5`oc� �,;p<b° 3 R NOR►g;4:°"<'' S �9,y, w.� 1' AREA-T'O CEHI,.- ��o ,/` . v2 'i'(w 5',A ,� ,1c ,. Br Sit ML V ��' � 4.6:‘ &`� $� o mgr ,,,:,t��� •,�,,�:� � I• 3, 4 2 q.1't. (��� u, ,,. 5�-' '� ��y y e cli Br Silty Sand MA • g ; g a GOPtiP o ,� A-r4 ,tF44 '� c t�. Is8.3 N f° rt;.6 ' 04. 4 ."'`� C• 9"' "`+, ' .\S, `� W Wider In Br. r e; m C ' FL g• ~',Pj ;, t Cis ra c'� � EL —:'4'..V 'co\ \ A SiltSy Sand • o . ® ours --�6 'Z1 2 o a -93 13 R. WELLck , t';'41, ` ....\ ,• j —,ci„.CP' C Water in Pale rs‘,1,(4). - - Brown Fine to 53 " "' § 13 -77Y • e" •,' Coarse' Sand a es csi >134 f -'r •f- SSI! ''''.6° LA-' Ern9,9' N Z I P' y x 4- M . ul,lle 924:2 ; - 4,.. - • CD FF R; a /t• •6ARle-7 4. fs r) �u ® _�L' ® ', oh = - CP b: r 0® ( 1,2 () C) ' "-{ co la E C�rD c 0 ei y ! 9 r I k g ' a , 0 g U) CD I d . Ig/ „x • .0 C'') 0 d 73 7 _ • • 1 „V7 & r • -q < nr m - ti 1: 1_1:02* ! - - - - - -- "-- - --- _ __ - 111' -- - - - a - -' 6 .ZA'NY ALTERATION OR ADQ/r/ON TO THIS SURyEY,IS A-VIOLATION W , - .OF SECTION 7209 OF'THE NEW YORK STATE EDUCATION LAW:'' O �/r1.)e N EXCEPTAS PER SECTION,7209 -:SUBDIVISION 2. ALL CERTIFICATIONS N p01 ' . HEREON'ARE VALID FOR!THIS THIS MAP AND C,OI'iES THEREOF ONLY IF °I , SAID MAP OR COPIES BEAR THE SEAL OF THE SURVEYOR .----- \ ` 0 WHOSE S/(aNA TURF APPEARS HEREON. , nes \• ,3,t " \ .^ . ' \v EL (2,? CERTIFIED TO: o�r( a ' - J.--._....:%- ' 6,,'- a TRW TITLE INSURANCE CO. 01 THE PRUDENTIAL HOME MORTGAGE CO. INC. L rim, o®�,, ,,• • - ' 0A®) FEHIM UYANIK ��;.gun R SEVGI UYANIK , 78.^- 55�'�'�.�P,�•1) „RTE.' . FO 4005'1S, S.io FR, �IdA �R (No NG fit) `�(p i„ ,AD DINE�-4� wA-r� �e as Per filed MaP ®� 4 8 FLOOD ZONE LINE FROM FIRM Road L► , MIDEA" 36/03C0/58H ' f EROSION HAZARD LINE -omSTAL COASTAL EROSION HAZARD AREA MAP VAC ��T Photo # 55-58/-83 , AREA = 1 4266_A CRES to SUR VE.Y OF , - - : tie line "LOTS 12 13 '** & 44 MAP OF PROPERTY OF W.H. YOUNG &.RJ. GOODALE , CONTOURS AND EL EVA TIONS ARE . FILED SEPT. 14 1929 MAP NO-585 REFERENCED TO . AVD. AT ARSHAMOMO:QUE - Mr NEI ..- tg-- TOWN OF SOUTHOLD RECEIVED 40 -, i- e , *�: SUFFOLK COUNTY N Y * r.f. .,,,.-.,„?.4.11;;� �; .1000 - 44 - 01 - 04 :0E.PHE1A5LT2HMS5ERVICES —y - SCALE' 1" = 50' SUEF. }- OFFICE OF WASTEWATER MGT. }' ' 44'b.49 .s6/ , , OCT 29, 1991 . - APRIL 14, 2009 (COASTAL EROSION HAZARD LINEI .Q;.171, 1' ii.,. �,,�,,.5. LIC. NO. 49618 DEC. 12 20/2 (ADDITIONS) ii FEB.-5,.,'i013 (additions) , CONIC Se-7 YORS, P.C. FEB. 11,"2013 (additions) (6311 765 - 5020'FAX (631) 765 - 1797 ; JULY 23 2013 /13.0.1.1.).P, O. BOX 909 AUG. 2, 2OI3 (REVISIONS) OGT cl2013 Rtvi 51014 1230 TRAVELER STREET AUG. 28 20 5 (final) 9/ _� 73 ; : . _ SOUTHOLD, N.Y. . 1197/ SEPT. 14, 2015 (final B.O.H.) .. if RES check Software Version 4.4.4 tf Compliance Certificate Project Title: Uyanik Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition Conditioned Floor Area: 0 ft2 Heating Degree Days: 5750 Climate Zone: 4 Permit Date: r° Construction Site: Owner/Agent: Designer/Contractor. North Road(48) - Angel B.Chorno Southold,NY 11971 631-765-6530 Compliance. 19.1%Better Than Code Maximum UA. 677 Your UA:548 The%Better or Worse Than Code Index reflects how dose 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 --7---------;=-1.--'-•-"--7-i--- --`.�... ..- . _ �. ..:.:. Gross :G1a -„ ,,.. ......zx..�..--�.ii •�*r+,.�v.r��,.-..k.,... (� ��J,e (/�� y� , J`{�.�.'�i' --« +w'.M�+-•.w..WVveu..ryunWY+.++�.+�:� s�Ay w� � _:„.=....., ,,--_,- 44it.wh'F ivXG )� `-Q2.� ,�a*t.�..�.tbr, '�'.......`.............:...+�+ .Oii.w' .e..,,T..A"S.S�fY�b��"....„ � .yi.,st.c+,�,..,...J��KL�'et�' �” .e tr �yyv1�y �1,wf= '�"�i5r.� w�a+ t ...w.e�•r.r +.�.hJb.,+ir�i�w.. ..yy .. urv.w..r wUP+.- M -- WuW, wMww-4:—na-F,-----w,r-vie 'rivYY�w.vp++i FSwV4�ir..vr�,+r it {- M ,w!L-+G+r mM"., tolur,-# ;- Wall 1:Wood Frame,16"o.c. 2,640 21.0 0.0 99 Window 1:Wood Frame.Double Pane 255 0.300 77 SHGC:0.00 Window 2:Wood Frame:Double Pane with Low-E 370 0.260 96 SHGC:0.00 Door 1:Solid 20 0.300 6 Door 2:Glass 250 0.260 65 SHGC:0.00 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,760 30.0 0.0 91 Ceiling 1:Cathedral Ceiling 2,993 27.0 0.0 114 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 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 41A/ CL R.cWoAWO--f/Rel,r/Tec7 Ay/telltieeNize„ /-'-/-/. Name-Title 4: ,:1, �:! SignatureDate ��ED 4,0'c..;..r �..co•�c- a �,yo'y), YNR•1, ..,' 1 /• ^ • T,, 0.915. . • % -l.4. Project Title: Uyan'' 7�,. �er{i��\1*1 Report date: 01/15/14 Data filename: Untitled.r' Page 1 of 6 , REScheck Software Version 4.4A rp'y , ,,� Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 2010 r3edw'l = ' --� Flaps Verified i -- Field`Jerified - ; - i = ,. York Pre-inspecuonIPlan Review- I _ , -Complies? , - .Comments,Assumptions - -, Energy 'j 1- ,Value �- Value' , ,.; . - 103.2 :Construction drawings and1)-7'.:,_.-. - - _ ---_ =-- -_;,11=1Complies ' [PR1]1 ;documentation sufficiently =- -- _ - = _=--' -="❑Does Not Comply` ,, demonstrates energycode _ - ""--.r - `'_.;", L''-',7-----_,� -❑Not Observable compliance for the building envelope. -5-,:_-_-.C.-%-..:- ; 2- '.1.-'----j: --"--=---r5❑Not Applicable 103.2, Construction drawings and --'._,.<,` - ----- _ - r';❑Complies 403.7 documentation sufficiently f,-_ --_ - _.-"=";-=-2.-_ . '; - - . __ ❑Does Not Comply [PR3]1 demonstrates energy code ''' - = _ • - -1 = - r.,.;'• ;,:"-- ❑Not Observable O compliance for lighting and :"-_ _ e , - _ � 'j[Not Applicable mechanical systems.Systems serving; = _ ,:',',i multiple dwelling units must demonstrate compliance with the t , ' -E,,,-_=z,,,:- _ -, commercial code. r -::;.',-r----;;_ --:-'= -,---;--;7':"';''..; -_',,_-f >,: - l 403.6' a',?1 Heating and cooling equipment is Heating: ; Heating: ;❑Complies [PR2]? _, :sized per ACCA Manual S based on Btu/hr Btu/hr `❑Does Not Comply '�ioi„,t-v;"f loads per ACCA Manual J or other Cooling: Cooling. ❑Not Observable ' ' -;;.--;=:;!:.. approved methods Btu/hr Btu/hr ['Not Applicable lila,..�,-`- Additional Comments/Assumptions: 1 High Impact(Tier 1) F=2 [Medium Impact(Tier 2) -_3 ILow Impact(Tier 3) Project Title: Uyanik Residence Report date: 01/15/14 Data filename: Untitled.rck Page 2 of 6 • 2010 New - York Foundation Inspection - Complies?; CominentslAssumptions 30S.2.-124.-$?Exposed foundation insulation ;❑Complies [FO11]?:,;'-' protection. l❑Does Not Comply ;❑Not Observable ❑Not Applicable 403:8 _ Snow melt controls. ❑Complies ❑Does Not Comply _1 -- { ❑Not Observable ,t3— ,ar,r ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) ri:21Medium Impact(Tier 2) 1,3-j Low Impact(Tier 3) 1 Project Title. Uyanik Residence Report date: 01/15/14 Data filename: Untitled.rck Page 3 of 6 2010 New j Plans-Verified ='1 " Field Verified: l - `- ' York- -" Framing I Rough-In inspection Complies7,' Comments/Assumptions Energy I :- Vatue - .-� -, Value -� i 402.4.4 ,Fenestration that is not site built is -- . -,," _ - `;.%,❑Complies [FR2011 'listed and labeled as meeting •i`'`5 -'; `�. - _ -,-Zi Not Comply F 'AAMA/WDMA/CSA 101/I.S.2/A440 or > ,:=----- -: ' , _ _=�' '' =`=: -'_.,•-='❑Not Observable ; "`) has infiltration rates per NFRC 400 ;_'- - = = __ -- " .'`'`❑Not Applicable ' that do not exceed code limits. /,y.._.,.-",`_,„-= - _ Y_ _____ '402A.6'"--i,27.4,(,IC-rated recessed lighting fixtures '=, ;',-,'L!-',',--.--1--2,..,.;.",---.2.-,,-,-,,,, Ti❑Complies [FR16j2_` ;sealed at housingfinterior finish and i; _--_:-'.?„'",=,..--.. ..,-„,‘„.4,-,-,-,0_- -- = - -raj❑Does Not Comply, - ;'4 labeled to indicate&lt;2.0 cfm - - -- - r❑Not Observable F'' '~ -=-g leakage at 75 Pa. 4< =-_ _ --._-_-_,_„:„:",i _: . ; -,_ .,_, -- Y�.. .._ _•, ,, ._ _;❑Not Applicable 403.2.1 ;Supply ducts in attics are insulated to R- R- ❑Complies , [FR12]1 R-8.All other ducts in unconditioned : R- R- ❑Does Not Comply r4 , spaces or outside the building - ❑Not Observable envelope are insulated to R-6.Not ['Not Applicable applicable if all systems are ductless. 403.2.2 'All joints and seams of air ducts,air ,',= - w -- _ '7,-;!,- 1'04'1=1Complies [FR1311 handlers,filter boxes,and building : z _ _ -- ❑Does Not Comply cavities used as return ducts are -:-.'-",:-k-;:-7;:-"-..,::':-:_ _-_'= _;❑Not Observable Q--;)i ‘r-,.--:--':-';?'-..-:-sealed. - _< -tt={ s❑Not Applicable 403.2.3 ` Building cavities are not used as ducts 1.,,,,_, -` Complies [FR15]3- or plenums. ;_ -•'-':'-__.-'2, :','"r,'===''-:",• --- - -,❑❑Does Not Comply' kg - _ ...--,2--,2,-,--_-_ _` _- ❑Not Observable 2-):::-:;:-,- .:: • __'_ - ._ „-,,-j'❑Not Applicable 403 3.,'":':.;wi HVAC piping conveying fluids above R- , R- ;❑Complies [FR1 ]2,`'-=]105°F or chilled fluids below 55°F :❑Does Not Comply 'ia„�� : =j are insulated to R-3. `mac-, `'{-, ;❑Not Observable J„U:.,.r ;❑Not Applicable 49'3'.14- ::7,11 Circulating service hot water pipes are R- : R- ;❑Complies [FR18]? ` R:I insulated to R-2. ❑Does Not Comply =_ - ;❑Not Observable ,f,'.= ❑Not Applicable 403.5‘1-- `S Automatic or gravity dampers are ' �_' r_ -_- 'i'_ =s❑Complies [FR19] ' M 21, installed on all outdoor air intakes and . -'-.'"-_-_`-.s.,:=, l':.,,_:-.,:::-. -:- -". _20Does Not Comply '1.-..--*.---- ,exhausts. i,=;-= ;'T- --=❑Not Observable _ _ .r. _; _ ❑Not Applicable ______ Additional Comments/Assumptions: 1 High impact(Tier 1) i;2'=1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Uyanik Residence Report date: 01/15/14 Data filename: Untitled.rck Page 4 of 6 2010 New ' l = = York '` insulation inspection :Complies? j -CommentslAssumptions 303.1 ;w< All installed insulation labeled or OComplies "[1N13]? installed R-values provided. ❑Does Not Comply ,❑Not Observable •❑Not Applicable Additional CommentslAssumptions: 11 I High Impact(Tier 1) 1421 Medium Impact(Tier 2) I-3 j Low Impact(Tier 3) 1 Project Title: Uyanik Residence Report date: 01/15/14 Data filename: Untitled.rck Page 5 of 6 I • Plans Verified- .�'_ Field Verified ' - - _' • `..- ' York ;Finai.lespection Provisions ' - --Com_plies?,: - CommentsIAssumptions -En.rg .-- ''...:..r.,. -_ _ ". . , he: _ 'value', i ,' - - _ . . • y' _=f 402.4.2, 'Building envelope tightness verified ACH 50= ACH 50= :❑Complies 402.4.2.1 'by blower door test result of&It;7 ACH 1 ❑Does Not Comply' [F11711 •at 50 Pa.This requirement may ❑Not Observable ` ,instead be met via visual inspection, ❑Not Applicable in which case verification may need to occur during Insulation Inspection. 402:4:3 ,Wood-burning fireplaces have _ _----,--,..-_-.,,,,f.. - - - ▪ ❑Complies I08j?-t". gasketed doors and outdoor - _ --7,..---_-:".."-•'..--,----.:"-_ _ _ _ -- " =?❑Does Not Comply ," -_, combustion air. - =_:: ,z------,:----; - -• `❑Not Observable u`..:'rr° 'fi - 1.-i::41.- -;"' ;. _t1,-_;:',`-=;',..f.:',-::: :_..;'-'- 77-2'r ❑Not Applicable , 403.2.2 ,Duct tightness via post-construction - , cfm cfm '❑Complies [FI4j' with maximum leakage of 8 cfm to '❑Does Not Comply' # !outdoors,or 12 cfm across systems. DNot Observable For rough-in tests,verification may 'need to occur during Framing ❑Not Applicable :Inspection,with maximum leakage of 16 cfm across systems and 4 cfm , without air handler. 4031:1-." ,-Programmable thermostats installed r'w i•. irtj❑Complies [FI9]2 r __ x on forced air furnaces. ` --.7,,,i:::__•4.7._-?,,_ _= ▪-.=' '�-;•_-- ;:❑Does Not Comply, W'.r `.< " - -1.-,:;11-'1'4,..;::::',•::-7--::"_.:"�'_ ❑Not Observable ' ;V! y �:�4 i,• _ :_4.T.,--,1,-,,,,,:: :1!,-.;-,_-,-,,.r. =-='A 1ONot Applicable 401:2 -.;Heat pump thermostat installed on A-`- I` - -_ ❑Complies . [F,110]? , K heat pumps. _= ',__ _ _ " - ,:_;"----...-,--='•••"-----=-",="•=-•."-.. ...--_;.- "❑Does Not Comply - , -' �,.4. R;..,)1''''..,:i'-''''''',',.,:: `#_ '-a'4 -T.'-=:J - ❑Not Observable , �� - •.4 =s H._,;_' ,:' -, - _.'.: -1❑Not Applicable 403:4ry I LOT 15 FLOOD ZONE Z LE • 16' 10' .....J COASTAL EROSION ,• 14' 1 0_ S 14°01'30" E HAZARD LINE i lf. , —I ‘,.., Y ........... - -- - --- - - _ ______ _ _ _ - I I 0 A6, •:',; / i i i , / . CLEARING - --___ ----_ - ----_, _ 1-._ 443.540' i 0 Cr • I i i i E '10P : LIMIT __ / I I .... /So_ : X I SILT FENCE • < H 1,...<0 0. x..4 _ .--,,-0 9. , IL4,-- > / •.' STAGING CR PARKING • EL 146' I r : 0 Z )--., / 1 ....., .. „--. , 1 , Y ... SEPTIC I I c ' 0 00 ‘0'-- ,( ) \ -‘7, 0•---C I %. I:, . PROP I / 1 I -- c..) -,4 ” ' -; ( -0 ry- Lj( , : 1 i ..,, k..., /--; ...•••••\ i , r-I / )17 .._I. ,, ' / I ....... : 1 ) / \ 0 g c... i i 1 , VINES 1./1 ' H rd () C\ I CLEARING I LIMIT / .1/ ,..../ \ I ›..,„ ........- ,-.1 "--i ! ; ,, 1 \ I c0 \ / I— La "Vri, r4 / / \ I 1 VI , I • / / 1 L_ I ce if) '...1 Q.., \ , i , \ o• ', 1 , ZONE XI / • I 1 0 co Z (1) P4 Z • , I-Li ....v I , I / I \, TEST i 3 I , HOLE z m-- 0 . P.15, Pci I , , . x BLUESTONE DRIVEWAY r1:------II\I L I r - - - - - 1 .._, < Crl ZONE VE . \ \ \ I • •' / • \ I II 0 ° Z cki Z rg TOP OF BANK I • • I ( PROPOSED le e, / \ - 14 5 \ I r-, CZ < ›•• in 0 \ \ 1 ADDITION I__ i N J L-I \ N L.fia. I E E 0 LONG ',. \ \ 1 I 1 PROP. ...• "V/ -1 \ i3 I I < (..) TEMPORARY CONS2RUCTION C' .ELLI' ,....../ N .4t °° V) ISLAND -,.,,. 1 \ \ ,..... ENTRANCE 0 Cr .14 \ 1 ...., \ --... LI) SOUND ,:.,\ 1 EX PI I ---..A110 I TO BE \ \ N1-1-1 - ..•11111=1, REPLACED I \ 1 \ CLEARING I `•••. I- ':. \ PROP. •.0' LIMIT -•-•, r \ -.... LLI ......„.. EX.2 SW. DECK 0 1 Dy PATIO . EXISTING N 1 10 BE HOUSE i 2 1- GARAGE \ 4.4 N k.0 —I UYANIK STORMWATER MANAGEMENT CONTROL PLANv•-).„ ‘IZ N c0 I REMOVED \ \Si t1 (21 0 * ,_III um 1••• .---. CLEARING •, s \ I \ N rNI Cr SITE PLAN DATA 0, • ' •• --,....4.. 1 ; LIMIT ''. SILT FENCE \ ' 0 , V\ \ \ . \,... • _- - \ 0 x 1 — Property Owner:Amy&Steven Uyanilt H 1\ Property Address:54875 North Road(CR48) 430.210' \ I I EL 14.6' N 16°18'50" \A/ \ 1 Southold,NY 11971 DWELL (() SCTM#1000-44-01-04 12' 1 I Total Acerage:1.4266 \ 16' i Total Area in Clearing Limits:36,400 s.f. . 15' \ LOT 10' COASTAL EROSION 11 DRYVVELLS HAZARD LINE IIREu : II i 11: 1.iSI 4 1 : • PLI‘NI #1 (3) 8'DIA,5'DEEP t/ FLOOD SONS TE Main House roof Area=3232 SF .II,F #2 (1) 8'DIA,4'DEEP Garage Roof Area=625 Sf Bluestone driveway=2850 SF SCALE: 1" = 30'-0' #3 (2) 8' DIA.,6'DEEP r rainfall Main House 3232 SF x r=538.67 CF/42.24=12.76 LF for 8 foot diameter Provide(3)8-foot dia.5 foot deep 4 inch PVE drainage pipe Re Garage 624 SF x 2-= 104.2 CF/42.24=2.47 LF for 8 foot diameter Provide(1)8 foot dia.4 foot deep 4 Inch PVC drainage pipe 4 IY/1 I' 2850 SF x 2"=475 CF/42.24 =11.25 LF for 8 foot diameter OPi'---e•em Provide(2)8-foot diameter 6 foot deep 18'-0"MAX OC 18"drainage pipe between CB and pools r HEIGHT OF _,••••‘,. . e0 Ill CAST IRON INLET 1 F R FABRICc'&'i\-\Llj • ill FRAME&SOLID .4-4- mi6iN• 4...;------.3- c3 l'\...,•1- ,._.._., % Z COVER TO GRADE ZAP . -, 4111411 —I .: 4 Illidelliall k .111IL -"‘ iik- --' 6' Ay •• 4L- ilkte .a. , ‘•\ (49 —I BRICK MAY BE USED r: REINFORCED,4000 PSI \O AILL >'-' .1- o •E , « <(\' •Zs Z co Z Lo zi TO ADJUST CURB INLET • TRAFFIC BEARING • LI-,- CAST IRON GRATE C..,- I 3 ' • CONCRETE SLAB PERSPECTIVE VIEW Z,.....,•.- W (0 -CD 0 C\I u-, 50.-0" MIN FRAME TO SURFACE ‘.., . 48" BUT SUFFICIENT TO KEEP ELEVATION A MAXIMUM REINFORCED,4000 PSI 1P41.1\ CPARETCCASTH CONCRETE (6X6-10/10 WWF) FENCE POST • •1 < 0 0 CID SEDIMENT ON SITE 01 12 INCHES 0 WOVEN WIRE FENCE 1 ., Z 36' 2> MINIMUM Q ST6ii inie - V( (.L) CO 1 1`•- .. STANDARD STEPS 016"0C(rP.) IL A FILTER CLOTH •• II 70' MIN 0 ° D (71 • EMBED FILTER CLOTH ill ,b --.'16" . 2/ /'f p /"•'''--1 MIN 6"INTO GROUND ''' 9 ,MIN CO I \ 2 ty, MIN 6"WASHED STONE BEDDING 119a. MAXIMUM DRAINAGE AREA 1/2 ACRE/100 LINEAR FEET Is W a Li' ,0 L9 ••l..) 'C,) o,22 SECTION DETAIL 6 0 o ei MANHOLE DETAIL 0, N.T.S. S I LT FENCE DETAILS kffid- I / fil 2 1 0 I-- 0 1 7., C• •, ).., /S, tt., , ,.; :N w 0 BROWN SILT ,..- -. • ) ,,.,- - '''');;., '-'•-• -, ML '',if . ". .f ‘.."' I A, -,-- -* i !ll 3' , - 1 - PF.` CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED -,.. ,. ' Y, 9 3/4"STONE BLEND OR N.Y.STATE D.OT APPROVED RCA FILL TO ANGLE FIRST STAKE TOWARD _ -I. y__ ,-, ._,. - -1.- - ,.---, ' BROWN SILTY SAND V I . .01 A 18"(min)ABOVE EXISTING GRADE FOR DRAINAGE. PREVIOUS LAID BALE. . ? Ill OD I ' • • • -:.••;..**;:II;..*;...•.!-•.177:"7... .7 COVER (2)RE-BARS STEEL PICKETS OR WATER IN BROWN "'''' '",r" • .1...k, ..,..,,„,-3 /.,„•y` -- -..' '0 DA ‘,-.., _ •,.. DRIVE STAKES FLUSH WITH TOP , '... i I". BOUND HAY BALES PLACED ON COUNTOUR SI LTY SAND SM --. ---.,.-•4......" ' Ill 0 z ,,,;•• i.liffutti..r.:. z:.-. lemittait.-1.0. 0N............. -.!--4 , DRAINAGE PIPE('PIP) - .._,-,-- WATER IN PALE BROWN ...1 .,.i':11 ,.- _." , I plum ill.,..-, AS NOTED FINE TO COARSE SAND 2/2/2014 1 -.:::. i ,.... FLOWN i_i_"' _If ,,, _I- ..,--- 0 , C II lirim,:in so v ---- SW 191Jou •4 " PRECAST CONCRETE -1..... •... 4._ , z..., .,"' e....:,. , 0 :"f,_- ,ii,Kmr-o•r c LEACHING RING - _,_ . FLOW • Z I...i : 4"VERTICLE 28' SCALE: (SEE PLAN) CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED _, Tillolrl'ig AS NOTED ...-• ----;,-- 3/4'STONE BLEND OR NY.STATE DOT APPROVED RCA FILL TO t'' ' li Ifi•i-e , , .1. . I (- I /111=111* '' SLOPE FACE HAY BAIL AND/OR I 18"(min)ABOVE EXISTING GRADE FOR DRAINAGE. i IIISIIM -22I SILT FENCING . i '..-s---••-•.....-- 'r, I , :;: ?F•,!;",K. ''.4.•;f .:- CLEAN SAND G- ..-• ., GRAVEL FILL .17-'.'' .•.i.4 rillenalr .. . . Ii , -i - - - , : , , i ,1 ,_. TEST BORING .• '....1,as:- 1 tIl II' ROAD , 11 EXISTING GRADE IG ROL/Now..) —` 0--1 1.Th:'L. I II 1 SHEET NO I I , -1T71--- - McDONALD GEOSCIENCE CROSS SECTION MIN. AS NOTED _1.;.-0;I MIN. ANCHORING DETAIL BEDDING DETAIL 06/21/2013 Cr TEMPORARY CONSTRUCTION ENTRANCE LEACHING POOL -TYPICAL SECTION STRAW BALE DIKE DETAILS N.T.S. N.T.S. NT.S. 1 EXISTING WALLS OIOHUIOS 30 NMOL 1d30 0019 __a. .. PROPOSED WALLS I 1 WALLS `j J DEMOLISHED �� �{` �S 7, � �- 1- DECK F --1 1 - r �— _ r 14 . _ *I. 1_, 14- re 0 1 BEDROOM /�\ STORAGE / SEATING #4 // I / \ AREAt__ _ L _.1 21 '-64" // / \\ // \ 1 / 4X4 POST I / / / / \ 0 / I / - . F.AT - ice- -- - ai,\, ' \ r — - -- _ \// / J. — � \ / L L_______" / 1, , - / �� \ � � b O Y \ / \ \ I I \ ; I // / \ j \ / \ THROOM // / / >- — * -7— T —ill - -•a \ / \ 11"11-4 / DEN '� / / •� - _ / -� \ / .4.46,/ + — 1 i i 4 / / / BEDROQM / I , ��- (REPLACE / 2 "' 0 , 1 I 1,1 41 / \ --' / / 1 I i., 0 �j / / GREAT — �'— �I / ROOMA _ I, // KITCHEN 9I1411 UYANIK U i E, I o,° / STORAGE POWDER / I CLOSET \ Residence \ . ROOM /\ `\ I \ I � \— — — — o (� \ �' 1MM -I- Q \ North Road \\__ \ Southold, N.Y. - 6°p - 1 `\ I JOSEPH LAUNDRY - r— I BATHROOM7 A. \ CERAMI —�` I #3 0 \\ ROOM — \ - >> �» >> IY 0 �� \ 1 43 Oakhurst Road \ 1 4 1 4'-0', 1 1 I ` L L \ Hampton Bays, N.Y. 11946 `r 631 287 8797 \ i \ _ 'mlIIIIMINP . , 4 t //1' \ — I Title \ / \ \ WALK-IN CLOSET / \ kl---- 1 WALK-IN i \ CLOSET / \ Proposed First and CLOSET I \ c •% / \ CLOSET I Y1 +, 1 \\ /// \\ lr I Second Floor Plans 1)A \O v ,_ y LWM. ).-- -( I Date 07/08/14 BEDROOM I Scale AS NOTED / V * ip / #1 3."._0 0 L 1 --I �i� BEDRO)M RE VI S I ONS °:: #3 I � , PROPOSED SECOND FLOOR PLAN Date Description _- 40'-0" SCALE 1/4" = 1'-0" 1 07/08/2014 As Noted 1 / 0 -----Ti - —.- - '- --ISECK - *' - -iS'US ----. i.?.0 of Ne ` Dwg. No. t. 7 ,r- 44 PROPOSED FIRST FLOOR PLAN c, & 4J SCALE 1/4" - M A 1'-0" -bop_ irk, Immon... II 11 ; 1 ; 1 1111 111 1111 1111 1111 RIDGE 1111 +21.-7 ± V. I L L LEL IL L 1 r Tilt T TT ---V, rELE .1gC-- 1 11111 ill IIII III 1 I_1_ L t-r-t- i 1._ L. • • • Nimaissmisommi • II III • • • a mo • I I • WIIflIIIIII • I I • • II • • • Nvii 11 1 1 III 1 I 1, 1 I 11 I II 11 li P 1 i i Ii HA i i t_ i t I, 1 1II „Id' 1' I' d I 1 III lid ' .d I I [11 I 1 il 11 -11- 1 1 c 11 1 [1 1 1 L I 11 1 I -f , 11 iIII i I ttil fill i Ili Ii i iLt Hi] I `11 il Li ( 11 1 i 111 i 111 1 111-1 _1-11 it ILL q , 1 1 11 11 ? . 1 1-111 it_ .I, 11 1 q il 1 I 1 I I .11 1 1 1 I 1 1 I 1 I I I I I I I 1 L I I I I 1 1 l' 1 I I L I IIIMINIMMINIIIIIIIIIIIMMIMINIIIIIIIIIIIIMIIIIIIIMINNIMMINIIIIIIMMIMINI111111111111111NV 1111111NMNIIIMIIMMEN11111111111ININIMMININIMMNIMIIIIIIIIIIIIMNINMMINIMIIIIIIIIr 'MIMINMMIIMIIMMIHNINIIIIIIIIMMININIMIIIIIIIIIIMIIMINIIIMINIIIIIMIIIINMIMIIIV \MMNMMINMIIIIIIIIMIMMIMIIIIIIIIIIIIIIIIIIINIMIIIIIMIIIIMIHNMIIMIMIMMr I INIIIIIIIIIIIMINIMIMMIIIIIMMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMINININNINIMINIIIIIIIIIMEMMIMIIIMMINIIIIIIIIIIIIIIIIIIIr It'll. I l I I I I [ III I I I I [ I I S I Plir `4111111111111111111111111NIMENNINININNEMMIMMIN1111111111111111NMINMNIIIIMNIMPr I I I I I I I I I NINIIIIIIIIMINIIIIIMMUMINIUMMIIIIIIMMINIMMINIIIIIMUNINIMM/' 'NIIIIIIIINIMMIIIIMIMIMMINIMININIIIIIIIIIIIIMINNIMINIIIIMINIV magorminuoineniumorammuuranummtuorpr NISLIENORILTAWATIVISVOr Nommimommumommummionr- NNN 11111111111111=11111111111111111111111111111111111111V ..........................„ .........................- ......................................................,, 11111111111111101•1111111111111111111111111111111W N41 (--) SECOND FL I _______________________________________ umminummmommommumur I I I 1 I 1 I I \-v" +10.-9 r±ELEV. --..... 01.....^.•*4 rm.....,...., E 0 I 7 _ _ — - , , Fl io _ n _ w--0-1 1FIRST FL I--111111111111 1111111111 1111111 11111111 = - = MEDIAN GRADE 1 I PROPOSED SOUTH ELEVATION SCALE 1/4" = 1'-0" I I I I 11f 1 1111111 1111 III RIDGE ! III 1111 ----4); +21'-7 r± ELEV. 1 I N 1 III Elm I I pm I loI m - 1 m 1 1 1 I I p I I M m w dialtilla11111111111MMUMINTRIPM11111111111MMEMENIENIMPIMIIMMINMPIIMAIMPIEMajlarilinallEPWRIIMEAILAtigratill1111111141,11.111111161111111111PPrarr AirMEN1111111111111111111111111111111111111111•1111111111111EMMMEMMEM11111111111111111111111=1111111MME1111111111111111•1111111MIIII=MIIIMMINImmEMININIIIIIIIIIIIIIIMIIIi=INEN11111111111111111111111111111111111111111111111111111111111111111•1111111111111111111111M1111111114.' ,s M OF iv....ILIEMININEN11111111111111MISIILIVALIIIIIIMENIME11111111111111111111111111111111111111111111111111111WEESIMMINNIMMILIIMIMMINV ..., afimmummomminumnommmimmummommummummunimuummumminummmummaniummummumummummommuumummuummomumumninuommouvarmany , ‘,... _,,,,---.r.,,,, kt,_ ,AlinsmimimmumninammussinummomminummummonimemommumminumummosionmumummummummEmommmummummummumummumwaimmommummuinworr , . )Ae`,',II t. t„,,i\0,,, Atmia.010141neskt1111011111111111111111111111112k1111111161111M1161111111k1ThElliklimillIIMilkitlilk11116111116111111(0111111111M1k111111.11w1111111611111161111111160111111111111111116111611111TrillerlisiMITilill1111111111111111,2A \ A r z APAIMMfflaWalh `1,4101111111111111111111111111MEMENZAWIERWINIEG111111111WINE1111111111111111111111MAMIP,,,, Aktilif ---w__, ....N ZAM - ... I ! , 4111111/4111•1111111111MMI11110111-.6.IIIIIIMENI=M111111111MMI=1111111111111MBININIIIIIIMMIN111111111111111111MININIIIIIIIIIIMEMEMIIIIIIIIIIIIIIMIIIMIIM11111111111111111111111111111111111111111M1=1111111111MMUNIIIMINI11111111511111 •11111111111111=Mer -...atiril 1_1&-__15.11 11 ....im... ,4 ........ ... .. AINSIIIIIMILIMIVIIMINIIMILIEL11111111111111MEIRIMMUMBINIMMIENNIMININIIIIIIIIIIIIIII=1110111111111111116,11111111101111111111IF Alliirami Aml ..... SECOND FL +10.-9 r±ELEV. A aril NEN Mill MINI KM NMI EMYEZIONINNZI MEM PENIMM In MIZENIMMENNIMMIL , , „ . immosc mmiummiummmummannumis aummummummummimminnummennumnomuummumimmumummumienumummomummumnumminumnunsimmrammommos ..amonommunimommummumummummoiammummummummunnummanummommsimasumnummnimmommonmminimmummummommummpaunsmorAimimmemos ,' Amommuyammunommaumminmonmanhumminowarimmummuinnummisemsommmommummumniummunummomminmommummennuffraimmanzuranairmr, ,, AMEN/ illi .i I I I [ 1111 1 'I I I I I 1 VIM 11111141INISIVA I I 111 lz 1111 1E1111 1E10 II 111 1 1 IlliiiiiillEiliiiiiillii 1 -""=11111 .. . \ ... \ \ \ N, ANA .- i ___.,es. \..._.-7 Alk, A ../ .... A, AL -..- ----- ...MEI `41111111111p, 1111111.1I ',M, II I I . . . •• ••.,.; ...,-...J I I — • ---...-- 1 1 • I , ; -I I I i UYANIK 1 1 I •I Residence Ell i I i i - I I I I • I I • -4•••••••••••••••••••• , 1 ____ FIRST Fl. +2.-5 r ±ELEV. III IICIIIIImik ..s. . .--- ---''' ''.--- - -- _ -.._ 1 I — North Road Southold, N.Y. JOSEPH CERAM 1 .... . , L_______ I I 1 MEDIAN GRADE i ) I 1 0.-0" ELEV. 43 Oakhurst Road Hampton Bays, N.Y. 11946 631 287 8797 I PROPOSED NORTH ELEVATION Title SCALE 1/4" = l'-0" Proposed Elevations 111111 11111 11111 [ 11 11111 11111111 111111 L11111 1111 L? 11111 I I 1 1 1 7. -7/iii.11 75' L - IlIi' -ir Fi JP \i, D Y[,' Yi C r '[,;] I i 1 I , j limmummumumi J I T li ti I. J 1 1 I EN 11 I I 1 11 I 1 I 11 I [1 1 t . 1 1 11 1 ? . 1 1 LI li 11 . 111 11 I 11111 11 1 I I . 1 1 111 I 11--iT1 li II 1 1- 1. I ET I 1 1 i _111111 1 L1.1_ 1 1 1 I- 111 .11 1 I 111 I 14 I 11 1 1 I 1 III I L ) LH 1 NM I, 1 1 1 1 1 Si 1 I -1 111 111 11111 IIIII 1 I IJ III y 1 y 1 illi 1 j1 1 _ I I 1 II I I it I 1 1111_11) 1111 1 Ifil_...jITL 1 I I I J 1 II I L. i I III (1 11 I I1111 I 1 1 I . ILI1 V JI1I Ti 111 ) HP 1111 Li 1 11 1 1 L I I1 I 1 it II 1 11 II I L r--L II I Ili I I 1 I 1 I 1 1 1 11 .i 1 1 1 1 1 1 I . 11111 1 J -1 1 1 H ill III f1 di 1111 11 1 1 1 1 1 1 11 1 11 1 I 1 1 1 11111 111 J1 il LI 11111 ii] I 111,11 1 j 11 Li 1 1 li 111)1 111 111 11 11 I I.Li I 11 I j I 1H I . 1 1 i ) 11 I L I ill I i . 1 1 11 11 11 .1111111 1 i 11 \ I I 1 1 11 1111 1 111 I I 1 1 1 1 I11 1 1I I II11 1 1 1 1 I 11 1 1 1 r I II 1 I I 1 i Date 07/02/14 Scale AS NOTED 1 1 1 1 . I immilinklh._ „ 1 H I III 1 , 1 1 I •• A' A ._ \ - R E VI S I ONS 1 I li ( 1 I di I I I I 11111101111111111111111111111111111111111IMMIN111111111111111MMEN111111111111111111MMININIMINIIIIIIIIIIMENIME11111111111111NRINIIMINIII11111111111111111111M11111111111111111•11111111111111111M1 _ \ IIIIIIIIIHIIIIIIIIIMMIIIIIIIIIIMIIIIMIIIIIIIIIIIIIIIIIIMNIIIIIMIIMINMMMIIIIIIMMMINIIMINIIMIIMIMMMIHIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIMMMMIIIIIIIIIMIIMIIHIIIIIMMIMII I 1 I 111 111111111.111111111111111111111111/11111111111A011110111NIEMENIES10/1111111111111111/1M111111 1111111111W1111111111111111111111111111111.1111111111111111111111111111111N1111.1111111771 1 :111111111171111 MIMININ1111111111111111•1111111111111111111111MNIMINMIIMIIIMMIIIMINMINMINIIIIIIMMIIIIIIIMINIIIIIIIININIMLIMIIIIIIIIMIIMMIMINNI11111111111111111111MNMENIIIIIIIMININI -,7*-- 1 S I I I S rEALTATEMATINNBEWAVERNIERIMENINPANWEVRAINENFAIMMINIMINMEir ININIIIIIIMIMIMMINMMMIIIIIIINIMMMINIMIINIMIMHIINMIIMMIIINMINIIIMNIINIINIMIMNIIMMMIIIMMINNIIMMIMIMMMINMMIMNIIIIMMNMIMNIIMMMMMNINIMIM No. Date Description I HI . 1 i 11 I I I I I I El I II y IL II_ 1 L 11 ji i I L_I l 1 1 i LI, I I m.] q II I Il ] tI ILI I ILI II I .11 ii 1 , , , , 1 , 1 II 1-1 11JP II- I I II h , t d 11 fl li I 11 ( L, I I ill ' 1 07/08/2014 As Noted ,i, i , Ji ,IH ,ii , li , I ) i ' 'II ', Pi, t) ( II II ) I Imill I 1. 1 1 ill! fill I III tml ilill 1 11 III Ill ______I 111 1 ,' 11 1 1 ill 1 L I -11 fj1 I 1 1 111 1 1 1 1 1 I , p li I III 11 I 1 11 II 1 I 1 I 1 1 1 I J INERIL 1111MBSERSI I 1 1 1 ' II I 1 1 1 1111 11 IL 11 I 1 111111110111MIMMINININNINIMIIIMMINNIMIMMMMININIIIIIIININIIIMIIIMINIIII111111111111111111111111MNIMININIIIIMMINIMINIIIIIMINININMIIIIMINIIMMIIIIIMIMININI I JI 1 1 L I I 1 j 1 I I 1111111111111,11101111111 i I II J + II 1 I I 1 LI I 1 INIMIIIININIMIIIIIMI 11111.11111111MMININNINNIMININ I J I 1 1 I I 1 1 I I I 1 Adm J .. --...m.-- 11 -REMO IMNDOW - A . ........ - , ______. , - —, ____ , ... ___..._ ._......_. .... ...._ __....._ _..._ 1 - , iL1, Dwg. No. PROPOSED EAST ELEVATION PROPOSED WEST ELEVATION SCALE 1/4" = 1'-0" SCALE 1/4" = 1 -0' A ...2 f - 7 V.♦♦♦♦ ....♦ ♦♦♦♦ t.•44♦♦♦♦♦••'•••• •.s• • ♦ ♦• NEW STEPS •• • ABOVE I• ♦♦♦♦ � ' ' ' . ..'. .•sem • . . ':� .J •. d. . + " • ` ' � 't' fir'. 1.r,wi.S,,at.� 4. n . •' I'Y,p':,P°'.1. '1.,:,..../..: % .'' ; ,.'f•''.i: :L ;�a4 .�' i�. •f .: r:::'•'r{:...•',.1.,..„'1 .7.!:':,'',',a,0, .2,",,,I,, '?.,' f'' ' EXISTING SLAB I', .:;+','':1;'" .• EXISTING WALLS ON GRADE %;s '!i ♦♦♦♦ •♦♦ ♦♦ • PROPOSED WALLS %1,.{:,i:'',.t'•:';r .t' ,4','i::..r• •:5': .;., ,. I'r r,•! ' .i: .•f.."++• '!• •'�"; I: .: t.•ti,.`..".. .... ;, r':t :. ..., i;.,:'`.4 : _ FIG� I •7N - Y . ., ED :� RETAIN STORM WATER RUNOFF l / , - PURSUANT TO CHAPTER 236 2 . - . _ .. • DATE: , /�/ B.P. / J ,.r0 OF THE TOWN CODE. 4/ t' -3 STEPS , 2 FE�: 1 .... :�. ._ 3 NOTFY BUI!J)IN i.Lill'ST?. EI',T .764;-1802. F AlA�' \ , - 4 - 8 AM To , ' OR Ti-IE - OCCUPANCY 4 L FOLLOWING INSEC IL\S: _ FOUNDATION - f ' O-/RECUIFED - USE IS UNLAWFUL FUL -. - � ---- FOR POURED CONCRETE 1 ��.,;. WITHOUT CERTIFICATE- ,. FoUGf - • FR�MI O e FLUFIN. • I - . • • t{ e c:2Ve=:1tTS T - 3, INSULATION , FINAL - CONSTRUCT ION MUST • N` BE-COMPLETE FOR C.O. - � ALL CONSTRUCTION SH•AL I_ MEET THE \ _ - • • - - - ----- REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE. FOR - I - - a DESIGN pR_'CONSTRUCTION ERRORS. . - TRELLIS ABOV ' _-w - - I - -- ----- - ---- O /-• - 1 g . CO�,'FLY WITH ALL CODES OF - iJ. ► _ _ ' - _ .NEW YORK STATE & TOWN CODES • �� - —0 look :' PATIO — �9 �� • % - .. AS REQUIRED AND CONDITIONS OF _ `�`\ _ {��rlA .\ 4 _ 4 .\. _ SO iOLIJ TOWN..EA Ic7 C��i / • 1 • . / 0 ' \ i ! , \ - rri� r`1JI!A,�nAs�n 'V -WARD MY( • . SEATING AREA 64 S — �" N r ! i , 1 I, say 4�.?T-.:',','' TRUSTEES 7 .,.., 14 •ovE_ �. STEPS J t'`/ . _ CO 14, , , V I . e_ ��.Y.s. �. �� M . a . , - // i - ..........„ �i«► l • fit, , 777rC..4/�lc.�' �• '• DEt� , f,V•��j. , .___ _ - - .:I :....� _ �-� \ � -• y� �� - .;yam w - -- ' _.__. / -__- . _ - �' ?'; i.�- '\ 1--- •v, • ' ' : �C / - F'LU�l1BEh3 CERTCFICATIOfV ,�«� /..„.,... ON LEAD CONTENT BEFORE • �• rll / d�ERT!F/CATE OF OCCUPANCY EIE LACE , , • BEDRM #2 / STORAGE. • vxrsT / _ - SOLDER USED IN WATER / --SUPPLY SYSTEM CANNOT ,.0 , r . . d \ ...,9 NI / \� i �` cc.E�iec�(co. 4 • .. , :EXCEED 2110 OF.1%LEAD. 2, 'k ' I 1 e j___ ,,,, �. _ KITCHEN _ _ _- t4 .N, . ,CI) 7..._ . __ .. -_____.. ., 1 , . \ c 0 -� �,� _. um i. ThTTTTTF� �_ PLUMBING - a - �` GREAT ROOM ► \ STORAGE. ALL PLUMBING WASTE • '. o �. RO ,� . yk CLOSET C ! + �T / - ' • - &WATER • - • - TE R LI`<=S ,,.BED • -. - '-/- • i . • �, :il ! •I Vt. - i / TESTI?<^ BtFO; COVERING ___ • 1,.. _ ________ ,,,.. \---/-----., •--,-,-1/4_\---xa--,e- \ - ? , .. . , • . - {.41 . '<( - 1' i' • /' I ----" - \-4•14.,..(/ _} . / '''1 ,47 - , 1— . - . Ci> q- c . , . 40.. CD L • ( , . _ - _. . . .. si • , . . . .. NI A 4 -_____ -,/ , r ., . , . ,, 4— • — 6- .447, . i , , itv_(,.......‘4,.. , , _ . tp • ,i . ' LAUNDRY'. - `� \ �ATHRM # 6 ; 4 - - . n1/5P, _ _ Rte, i { I ill, / , 1 rw...( � , S f ORAD - - WALK-IN- '� ,h T,�..� �► %.�3Litt_N_Al �' c • + - " - • ; --` • • WALK-IN-CLOSET ( 1 \ . . \ Q - = CLOSET A ...-,i, � y4�r.. 2 .‘'..1k.`', c 1 o , _ `i a_ � CLOSET >� _ : � � - -►� - - \4. .....:i \ _____ ! /!ri U �i'/ /!r " - ` -`fit, .. r ' : \ . } v . \L . \ ,.... ., ,! „k)-.-....< r/.... t , , • , 1:1 ' II) 1 ' : , r 4-----a----1 -,--------.----X[ — , - • _ . , ' ,. .ttAizzt r it. . . _ _ / . Q . , ..,...,...._ _ _ .....7,-- /1 , , . , .............._._........_.....,....... . • ® @, : , .._, , ,1 • 1) C*• . BEM' M #3 - ► BEDRM #1. (1:) 1 ci , 1 - 1 _ `� • /777 \I DECK �; I • 0 ,H 4_ :41 - OVNIIIIII atignallt \ \ : 6. _____. \' --1_ . -i• 1----s, -------7=4 I q DECK -�" . s 3 ' � • - 'A-3 ® SCALE: 1/4"=1'-0" b '''.--) ' .. t I I - SECOND FLOOR PLAN - al , FIRST FLOOR PLAN SCALE:,114"=1'r0". - ' - • - - • _ --20- , 4 0 ' c, /S'-c2 SCALE 1/4 1'-0" .. • e ' • WINDOW PROTECTION - - _ • r . - WIIyDOWS ANS DOORS SCHEDULE Existing house windows to remain except as noted. f• ` ) - l , • ' ,�r,�/mac . _ , 0 - A 01 �-- z ��. WINDOWS DOORS• __.�: ...-",mit , c,) 3 :::::-: ) . 0 �'! 0 f - .e7W. T*3 A 3'-0" x 3'-0" AXW31 _ Q1 3'-0" x 6'-8" NLGD29685 (stationary) �,Qo��Aft.2_.e4)-_-Aerv.) , . B 5 -0 x 5 -0 244GW50� 0 . D2 12.-0"x 6 -�8_,.NLGD12068 - 4 , �� C 2'-2" x 5'-0" TW20410 D3 5�_0�� x 6._0.. NLGD5068 • ]�� �,T , '2�' s�`��R , ..) 3'_2„ x 5'_0" TW30410 egress -� D4 2'_6" x 6'-8" Patio door to 2�d fi.deck: -te=a rrte� . 1 3 -2 x 3 -8 TW3036 D5 3,_0" x 6'_8" Brm #1 to deck _ wfNvow s��i eise�- ...2-..2•X�'' 3 c 3'-2" x 6-0" TW30510 egress _ . _ �' .,�.� -Cry: ' Manufactured,b Andersen • - - G -5'_0" x 6'-0" DH P410510 y 1000-44-01-04 - - � srrr� , PLUMBING DIAGRAM 4 I-4 3'-0" x 4'-0" TW210310I. ' u- • ' Z� ��� x ��-��� TWT20� g ���. DATE: ; exist• ing 1 -21-14.- - . ' _ fl. bathrm. ,-���D ARS • • • Addition and Remodeling . 0. • • UYAN 1 K RE Si DEN-GEB - • - ., 0 SNI s,c . _ .r ' . r: North Road - Southo d -- NY A.-T 0. 20 .,•, r , .1,, All interior doors to be 2'-6" x 6'-8" unless otherwise ,. 9r•••°7515 - P��tlEG ;S/ 2 2< ��6S - • M N „ ,. \ -� i s[:. '_�`g ,__� 22 WO s Ars /6 o z . /G c. /4 vc /24� . noted. Closet doors to be ftald mesured. . -: f .1 (9r r CHORNO ASSOCIATES - . architects. • - - - 0 00 - SOUTHOLD, NEW YORK - I . . - . . - .... , . . . . . _ . - . - a _ ..... , . . . . . , _ . . . 1 .. . . . .. - - . . ..., • , ..,. , r . .. . - . . . . .. . i ... . ..• , . . . - . . • , , . . • . .. . . . , . . . . . - . . . • s • • . . t. . ,.. ., . • . • I " . , . . 4511 • . _ • 1 • . - . - - - _____ - _ . ... I . _ D . . . . t i • . . - . . v• NNNN _ . . . . . - i . •••• mow 1 . . . . . , , • - • -* I • - ' .... . • I, I - - . = - ti ... . . ' . . N .,...- ,.. . . NEor-RooAmObv..se./.4.4r/cM/ iz,7 1 - . , . , ' ...., . . . . - . ____ _._ _ ..._._ ...... .. ,,, _ _____ ._ . . . ... , . , __., . . • _,....—...1 ... , . .. ... , L _ - , - ii 1 _ ..- • . . . . . 44----4.. ..... ...........1 ----. .. l " 1 . i •I"' . . 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UYANIK RESIDENCE . . , ••,X1-4....1.:?•' .D'e,\.,-pi '•ti‘,...iJ-/Ae./06.o.-/•..• --.-.. t,. • - . .. •. • , , - . . .t , . 1';.('' O•F•--•N•,(J1•.\:,‘••-\,:.•."- ••.,,-,-,-- ;,•_•.• th d ld . . NY A-2 2 ,„• 0,01 , . . . CHORNO ASSOCIATES 010,47•44:0 1. , . • . _ . architects . . . • . . _ . . . . . A . . . SOUTHOLD, NEW YORK . - . . . 4 • .. i . . .. . , .. • _ ... . ' . • . . . . . ... . . , . , ... ,. . .- . . . - . N. I . . - . . . . • . ..- I . •I _, • _ , - . , . . _ . . . .. . . -• " . _ . _ , •. . . . • _ . - . . . ' • ' .• - . , . . . , . . - . . . . , . . . . - _ - • I . ....' - ' • N - . • , , . . . , - • • N. ,-..L.--- * • ' • 9:314/C . a.-!,3:74:Cra/11.A,IG46--• . _ _ • . . . • ........-.- .11 1-- . • • . . . _ isc..7 12',,..s/./E04 ri4711 , _ Z -., -. • . ' _ • . 2 cLc&SO C-6-(-t ' • . _ :/,...714".. ___i_Sh./.71,;. ren , II •-. . 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Addition and Remodeling . . ..6 /6/.c:r7c - - . . . • ' - I i _ ., • - . . - • Ai I A-3 - • - ,, SCALE=1/2":1-0 ., , , c,. .. • • • . ,o,,,‘ ' 0, • v a C/„/ • ,./ _ _ . 0 • 1` , UYAN1K RESIDENCE . . - • ___ _ _______ •• , n, IL. . .- • , .4 ti •,-- , , 11') , ' l• .', . _ - , cr.< . Lk/• • 4,4,<•,„6-7,..;•. . I . 5 s , - ** I' , . • . . 4-4 [ -1 ' , • Al lt-lie 'I ''' ' 7,.' North Road .6-Southold•- NY' • . ,• ,/, ••-•-•::.,., "7.. .„.; ;:- - Aro- , . • . • 0 ..,, . . . „. . . , . .., • . . . • . - • ,,.. • • • • ,., . -• - . - . . . . ._ . •F N`j,c.' l''' . . . . , , . ,, • * . - . "it, • • - . . _ . , ROOF PLAN ... f 1 • ' Scale:1/8"-1 -0 • . - . . , - -0,4149 CHORNO ASSOCIATES . . , - _____ . architects. . . ... - ' SECTION 4 . - . . . - . . • - . . . .. SOUTHOLD,_NEW YORK " • ., . . . _ , . , _ . _ • A-3 . . . , - . . . . . .. , . . . . . _ . . - . . V - 1 x -Alifillilliki . - , - _ J • _ lig- 7 . _ , ..., - . . 4 \ loolow-v- limmi 11 . _ . - . . , _, , ! ; , . - , . - . . - . ‘. - , . 1 .„--,:,,,....„) , _ . . - - _ _ t {� 1 - vr . . ., .. . 1 _ . . , , 1 '......---.....„____ , - _•,- 1 . , \ ., , ---.--„..r_y_s__00,,e‘ . . _ _ .. - ....... ____ . , • _ ____ - . . . . , - - - • __ _ a __I, .a--Ck..• lei___------'''' . ." _ 11_- iir 1 T "- , , . - . tv . _____ __ ___ . . . . . _ . . , cAAirs./e... SPACE 11 . _ _ _ __ _ __ L d..L i0 ve _ . _ SECTION 1 -• _ - A-4 . . ----e- _ SCALE:`1144"=. 1`-0"` . -dI ------------------' '.- 0 ' 0— , . . DE- _ -1:0c.: - . - 1 I - - • - - ,d _ - • • .. \ , . �.�Tics --_,SEDR/t1 #-.1-: -i) ., _ lieliN . / . ._ - ib - . 0 \ - ....) - _� r1)- _ _ , - • \ -PN • E r _ ,; - I Tr L. ---(-) t „ - , ZSR' = �,T-- - _ �� , ( 0' WI • • . , ' : - ... , ,e,„„,„ # .. -- • . _______ I� _ ,p b _ -I - - is �_. lr T '' � _ -4) - . , 0 4:::7 V.1 -Ll...F- . - !• _ �- �- _ ELECTRICAL SYIVI$OLS ilo -# - - _ .ter I • _ Dil V 1..E ,, . RECEPTACLE ' i I II' DAEll P)/ 0 —'�- • _ e i _ GROUND FAULT RECEPTACLE . � '� _v � - nil 3 ® t" !� -Q �� WEATHERPROOF-RECEPTACLE �- - '_ _ _. _ 5 — 447/LW L/Ca- • "' SWITCH CEILINGLIGHT . E TER �-�e` i -- IIII _ - • I _ ,��.0 0c I WALL WASHER it' L __ _ _! _ - 11th _1,< ' c�o5E7' _ LIGHT BRACKET_ o i . . EXHAUST FAN - ri/ • O : O. PULL CHAIN. SWITCH LIGHT lJ --•-,..- , SMOKE DETECTOR _ IP '�• ' ~'�,=.CARBON MONOXIDE DETECTOR o iii v - 1 j • / i x' ' '1.0 TELEVISION OUTLET _ ___ __ r �' kti - --- -- - - - - - -- -- - - • - - - ELECTRICAL SYMBOLS ' SECOND FLOOR PLAN - ELECTRICAL . . ::>____, , �/ \ • • ' --rIbE.Citc , - ' • - � m -/ ._ - o ' • - IMP/ _ ."""' - e 0 . �� �I 0 - DATE: .- �- �- — — _ - - . . 1 21 14 Addition and -Remod+� ing • `�,��•REB C oc��� �- w:Q�_ - pE c K. - . t:, �o:� uyANIKREsIDENcE • . - � �::AT North Road Southold NY A-4 _ _ FIRST FLOOR PLAN - ELECTRICAL - :e 'ky. v CHORNO ASSOCIATES - SCALE:•1/4"+1=0" - - architects: . SOUTHOLD,-NEW YORK - . . 1 GENER4L CIIINSTRUCTIEI \I kriTES i . . NAILING SCHEDULE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA _ - AS PER PRESCRIPTIVE DESIGN FROM 1995 SF. HIGH VIVO EDITION, WOW WOW FRAME INANUAL OEM= ALSHAt.L PRESCRIPTIVE NAIL SPACING IS BASED AT 16° DEIGN SECT OF WING. ANY OTHER OOD FRAM MANJAL FOR PROPERING OR DIFFERENT T APPLICATION THE =TRACTOR eseer �► LE'� MAY T N .ArEHnr LOW ei o CATEGIMY ROOF TE TGROOF FRAMING' TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS'ADS' 45 LES. I s IT' TO HEAVY TE nM _ a .�Nf 1111111110111111111= t�TEt „ ' MEATH= =ATM L. y. K: NOTES AT PSL ESE EUPPCITS rine .4 Mae I�Ex ], . *' r171 1.'•t .1,4*'• sirs.• =1=1 (,� ? Iva rY 4' vf.an Erriry -:w1 W @ V Vow Vile- MEE LIMO 1.3 TM, PLATE 1@' Will 4••e:"d RAFTER Wii THESE COOS 1101 , HAVE 1"EEN ID MEET THE LIVE LOAD WIN - S> Z E er es tic. a �• uc. a ! i CRITERIA Saov. REFER TO SECT. R301.4 / R301.5 OF KY.S. RESIDENTIAL. CODE TO TOl' PLATE ice V LJ 4-� JOIST t A TiSRS! •' R 4' t1C. _ P .1 . .:► . ,*. Iti CEILING SHEATHING' �► N>•@1�i1el�"fit' i�r1 •',1'� rs •b.'. -1l/ i/ MI �L•r.�.� t;11Will riPARALLEL • tillmiiitMillell .• 11140 ill PSF' ., , OVER PARTITION vecM szc •, I ,r 3';` NOTES 1 SPAM y�►_�r�- �aJ{,;. .l=lam• L� ��;;i r... '1► ' 1 ...ow. E C 2, \+� 7 -it v. Tr' VA.LIOARD •e . y ,.� 1 ��� all�_i 3 3:a I; `ci �M='1� C�i .•� . 1 •`�'•��=•.� TO RAFTER vFt�1 - s� END INAiI. THESE i�DTES ARE �.Y TO BE � ��6 IN SCDULE KITES ONLY. in,ch``` list;'.'. _. VY• 1 WINN 14 l sr01 r , {� - TO RAFTER E - N Ela NAIL WALL SHEATHING' 1). For roof sheathing within 4 feet of the ter of the roof, lace 4 feet on each of the roof peak, I.a1Dnt_cs l�`�ll l _�s,] ti - �_ '`��•_l;t• �� 'lel perimeter ,i ` ! . R{ vr, 4,'44141t _ �, 41, the 4 foot ter zone attachments be used. 111111111=.A �.1 .•' t ■ I TO RAFTER N'. - 16d CO N � � ►.� 1 1 •r 4F- is4 OTY. SPACING . . mums*. ed COIN PEl! TAME a- 2). Tabulated 12 Inch �4� spacing assumes �thenoJl spacing sheathingttached to �►ft be reduced � inches a� with G?Q49. PANELS vFCw - LEC framing nenbers with . t SSD` - PLYAVOBOO Gd I 3 oc• EDGE 3). Tabulated 4 inch o.c nail spacing assumes sheathing to rafter / truss, fraying m 0€1.49. For .r ; 1 , 3.11^. ":�1 r1 ry L? i c43'011 M 1 ,i 1 WALL FRAMING' mi r craning nen5 ers with 0.42CG(Q49, the nail spacing shall be reduced to 3 inches o.c. 6€ la WA-LEWD. ,-:t • . � ... , �•.: 10'1 LLC FIELD ASSESCs AS PER NYS. CONSTRUCTION CODE. ^NTWill NOTES R TO THE FOLLOWING MANUALS FOR ADDITIONAL FASTENER munamass SPACING FLOOR SHEATHING} TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS' TOP PLATE * - r.' • FOOT SEE NOTEs 1 •,+'l'r `'i\� ,�a. �..w �s�1t .t.•.w �','ya�h� ' SSTD 10-99 5 tankard for Hurricane Resistant Construction �`1.- -e ,. 1,11,7 JOmlf , :.• ,+ �. _ SPACING . ? SHEATH= LOCATED AT PANEL EMS IN THE PAM. !l�tEt • li +•a 1:. • r. . Ay EA. S F 1 '7-913) Loads for dings and Other StructuresIA 1 ,,, ; ! a a:. ,,,'-.,a - meow r 7 �RE1/ISEDSI= Y OR LESS 4' Eft arm ed cot s e s• t . ei le OIC. taro E i rats I'LL -!2STW ! . NAIL .,..ivpa` tarm .r T. 1, S h`' .a s. r.48*,,,,, s, it, „J.R, ,.,' , toe Cr VT 741 HEADER 1 a,:r kalg ,t, Vi, s , , 1r •r ' S=, 2 I a•,; NOTES: " GENERAL CONSTRUCTION NOTES: PLATE TO STUD < 64 ..-.1 -= a r . '• ' .JOIST, sNma"r ' ,FACE NAIL THESE NOTES ARE ONLY TO REFERRED TO IF r i * 1. The Information on this set of construction documents Is related to basic design N ter, OR rt 1 r •4 MUT ,,.II NOTE, IN SCHEDULE NOTES [ICY. • intent and framing details. They are intended as a construction Old, not a substitute for It bu'd'ge practice and c Mace with current New Tor* FLOOR FRAMING= 1). Nailing rem-events are based on wall sheathing NOTES generally accepted poolnaffed 6 on-center at the panel edge. If wall sheathing bulletins comas. The General moo" for Providing standard JOINT ____ �'i ' NOTES is naked 3' on-center at the panel edge to obtain higMHer ..,,.:. THESE NOTES ARE ONLY TO DE REFERRED TO IF MENTIONED IN SCHEDULE MITES .Y. construction defogs and procedures to ensure n professionally finished, structurally shear capo.dt6es, naitk�g is for structural sound and weatherproof completed members shaft be doubted, or alternate connectors, TON' PLATE OR ,,,r, 311:= .DOST NAD. ti. For wall sheathing wilegn 4 feet of the corners, the 4 foot edge zone attachment requirements shall F 2. The General Contractor K resparaftle for ensuring that all work and construction ,Y'1 COMM . such as shear plates, shall be used to naintah load path be used. meeMIL ts current federal, state, county and local codes, ordinances and regulations, etc. ER92a. When aaU sheothlnp is continuous over connected These codes are to be considered as part of the spedfbatlors for this buaa and ill......... Le' 2). Tabulated 12 inch o c. nail spacing as sheathing attached to stud framing with gig= TO JOIST Le' war members,the tabulated rnumlter of nails shntl be pers�itted G)0.49. For framing members with 0.42(G<, the nail spacings shalt be to 6 inches ac. should be adhered to even If they are in variance with the plan. • to be reduced tot - 16e1 nail per foot. SiLL OS TOP PLATE 31j:= :M: 1NAA. 3). For exterior panel gnlvintzed box netts shall be permitted to be substituted for common nails, 3. shall take precedent over scale drawings (do not scale dmw!ngs). tarn • < .I ars=r 3, TO DEAN JOIST HAIL ' for construction supervision and assumes no ,;- .s,rt- 4, 4. The has not been responsibility for construction cooretnating with these plans, nor responsibility for TD SEAN 3 - ed '• ' JOIST NMI construction means, methods, techniques, sequences, or procedures, or for safety ;ICE; � precautions and programs in connection with the work. There are no warranties for a ea JOIST T v t„ } specift. use expressed or i ipUed In the use of these plans. e SILL, 'TDP PLATE . '''. / ala ' VII `'' 5, Refer to floor plans, exterior elevations, and b exterior door schedule for GENERAL RAMI G NOTES types and sizes of windows and exterior' doors. e construction meets orall foaming material to be 112+BTR. Doug Fir. • � Contractor is to ensure that rnasornr'y and fireplaC1. Unless otherwise noted, exceeds all manufacturersspecificationsapplicable 2. Floors, walls, ceLings and rat tars to be 16° o.C. unless otherwise noted, GENERAL DECK & PORCH N_ C]T E S GENERAL HVA STEM NOTES 7, General Contractor to consult and coordinate with the owner for oil built in Items Provide fire 'bloc$d where app 'cage. _ _-- such as bookcases, shelving, pantry, closets, trimetc. L Unless otherwise noted, alt framing material to be 111 ACO pressure L Mechanical subcontractor Is responsible for adhering to all applicable . 3, Unless otherwise noted, alt b erring wall headers to be min, 2-ply 2Ableatesi lumber. codes and safety requlrenents. Shall be taken, into account during construction. Alt headers to have adequate 1 caring on each end or as specified 2. Girders for floor joists to be Ain 2-ply 2x10 unless otherwise noted. 2. HVAC subcontractor is to fullycoordinate all a Vires toad requiredsystem data and requirements Trw tion paper should be reviewed prior to starting, �� 4. All flush beans / headers tt be installed with heavy duty galvanized Girders shall be either boated to posts re/ 1/2' cba gaty. bolts or with the equixaerrnt supplier. Q N NOTES . Provide Galvanized Han and anchors where applicable to alt anchored onto concrete pier. GENERAL F D U N D A T3. HVAC subcontractor to provide final system layout drawing and ,it It to joists to beans 3. Joists to have blocking 8 8' G.C. General Contractor, owner and equipnerrt supplier for finial review and approval. 1. General. Contractor & Maxon to review plans, elevations and details to dsrtorable 5. Double up floor foist under halts that run parallel to floor joist and intended heights of fwd floor(s) above typical grader. under bathtubs. Floors getting ceronic tile shalt be verified for load capacity. 4. All ledgers attached to house to have a flashing barrier, lapping behind the siding,, between the house and taedgmm Ledger shaft be • 2. All footing to rest on undisturbed (virgin) sem. 6. Provide blocking / bridging in floor joists 0 8' O.C.. Use solid btocidng bolted to building with 1/2' do. Galvanized bolts. t m, between concrete ,slobs and abutting h floor ,joists under Ill benrin 1 walls. S. AU footing for posts and piers to be 4' below grade. Piers shall 3< Provide 1/2' expansion .joinextend a aruhiarv.+�+ of 66 above prude. concrete or masonry walls occuring in exterior or unheated interior ar'e'as, 7. Provide Insulation baffles at stave vents between rafters. Install draft blocking eke 4. Any new concrete watts being attached to existing of any) concretes to 6• ALL framing material to have appropriate galvanized hangers and be installed with 04 re-bar, 18' long 0 12' OZ. Use approved epoxy for installation 8. Unless otherwise noted, Roof and Wails to have a min. 4-ply 1/2' F s. exterior s tide plywood. Plywood to `over over plates and headers. GENERAL PLUMBING NOTES GENERAL ELECTRICAL. NOTES 5. Unless o noted, all interior slabs on grade to be 2500 ps i.concrete 9. Unless otherwise noted, 3/4' Ts.G Fir or Advantech plywood to be adhered Exterior slabs on grade to be 3500 psi concrete to joist w/ PLOD adhesive and screwed to floor joists for sub flooring. Finished 1. All water supply, drainage and venting to be as per N.Y.S. 1. AU electrical to be as per N.Y.S. Residential Construction Code, sand or gravel els with 6x6 wire mesh reinforcing. Interior" slabs to be placed on 6 rd. floor to be installed over as F et- manufacturers instructions. Residential Construction Code 2. AU electrical work shall be underwriters approved, polyethylene vapor barrier. Foundation Slob to be a mirbeen of 3-1/2' thick 10. Alt bathroom walls to have 1 '2' moisture resistant sheetrock. Garage Walls V 2. Verify septic system with Engineer for Suffolk County Health 6. Providecrawl with one 8x16 east iron foundation vent for every 150 square and ceilings to have 5/8' Type- X sheetrocic. Unless otherwise noted, rest of Department approval. 3. Snake detectors to be located as per Section R317 of space builet ng to have 1/2'' regular si eetroek. AU sheetroek to be taped and fir hed. N.Y.S. Residential Construction Code. Prove a minimum of 1 Carbon feet of area 3, If wall studs, plates or joists are cut out during installation for Monoxide Detector in Whet* IL AU roofs with a pitch of les s that 4+12 shalt be installed with Ice 6 Water Barrier any plumbing related work, provide adequate bracing and plates 7. Provide mom+ 1136x24ii laces, opening to crawl space area. or approved equa to protect and secure the structure. Verify with the state code and manufacturers recomenciation for maximum hole size and 8. Danpproof exterior of foundation with bituminous comas per section R406 of i2. Sal plates to be pressure i rented. Use with sill gasket .Ind cop-' perm!'t•ted. DATE: 1-+2'x"14 KYR cam. A 6-rel polyethyleree fan shall be applte!d over' bellow ode portion approved equal terrwite shield. !totes to be anchored to foundat a �° A Addition and Remodeling of exterior fournaikm►t an walls prior to 1/2' d x7' long anchor bolts 0 b D.C. and w/i i of ends and corners• ��5�*cs• B. y�"�`: • 9. Dratnape to be provided as per section R403 of N.Y.S. resciarntnt code • p 1 o;; UYAN1KRES1DENCE• •• 9�� 01g,�0-.��;r. North Road - Southold - NY A-5 OF •No, • �+, CHORNO ASSOCIATES architects. V • SOUTHOLD, NEW YORK .. • RIDGE STRAPPING PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD FOR 16' o.c. RAF WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT RIDGE STRAPPING GENERAL WIND PROTECTION CONNECTION NOTES ROOF ROOF CONDECTIDN PITCH SPAN CAPACITY (plf) 16' O.C. UNLESS OTHERWISE NOTED. 12' 644 1 16 ASSEMBLY FOR ALL CONNECTINS AND TECHNIQUES TO BE IN ACCORDANCE WITH 3812 THE FLOWING MANUAL.SI 20, 1073 24' 1287 n). 1995OLSBC HIGH WIND EDITION WOOD FRAM CONSTRUCTION RAF1 ER-TO-WALL b). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION 12' 508 TY-DOWN C LECTINS COLLAR TIE c). ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND 16' 678 OTHER STRUCTURES 20• 847 412 24' 1017 I THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR 28• 1186 z WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL BE 32' 1357 RAKE OVERHANG OUTLOOK f IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 12' 392 CONNECTIONS �. 16' 523 RAFTER ....• 1). RIDGE TO RAFTER ASSEMBLY' 20' 653 UPLIFT _SPAN 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. 542 24' 783 12. OC 361lil 28' 915 WHEN A COLLAR TIE IS USED IN LEU A RIDGE STRAP, THE NUMBER OR lOd i COMM NAILS REQUIRED IN EACH END OR THE CELLAR TIE NEED NOT EXCEED 32' 1045 16. OC 481 THE TARLATED OF 8d IN THE STEEL STRAP. 36' 1176 HOLDDOWNS WI-ERE REQUIRED .. 12' 351 :x 2). RAFTER TO WALL ASSEMBLY' UPLIFT ECTIONS FOR' RAFTER-TO-WALL, 16' 468 WALL-TO-WALL AND WALL-TO-FOt1NDATI V n LATERAL FRAMING AND SHEAR C ECTI NS FOR RAFTER, CEILING JOISTS OR 20' 585 WALL. -TO-WALL TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED. 6812 24' 702 COMMCTIONS L. II a USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TDP PLATE ROOF CNNECTIOI MIN. 8d NAILS ..-•' .•a CO ECTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING JOISTS 28• 936 SPAN CAPACITY REQUIRED NOTES SPACING 0 16' D.C. . . 32 FOR AN ALTERNATIVE FOR LATERAL AND SHEAR C CTIDN 36' 1053 12' 427 lbs. 4 WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR 16' 526 lbs. 5 ;R TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE 12' 326 SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT C CTIONS. 16' 435 20' 626 lbs. 5 .. 7812 20' 544 24' 726 lbs. 6 3). WALL ASSEMBLY TO WALL ASSEMBLY' 24' 65228' 826 lbs. 7 WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT C HECTORS. 12112 28' 761 ., WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL 32' 870 32' _ 927 lbs. 8 BE ATTACHED TO A COMMON MEMBER IN THE FLOORUPLIFT ASSEMBLY WITH CONNECTIONS. 36' 979 36' 770 lbs. 7 12' O.C. IOLDDOWNS WHERE REQUIRED s 4). WALL ASSEMBLY TO FOUNDATION HEADER GIRDER CONNECTIONS' WALL-TO-FO 14DATIOQV ' FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR CONNI:CTIONS BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM ROOF HEADER UPLIFT LATERAL ry- - - -4 I I I EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN SPAN SPAN lbs. lbs. MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN HOLDDOWN ANCHORS REQUIRED ACCORDANCE WITH TABLE 3.3B OF SBC 1995 HIGH WIND EDITION WOOD FRAtE CONSTRUCTION 2' 469 254 FOR TYPE I AND TYPE II SHEAR WALLSGiKDtK ----' ........or WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE 4' 939 504 (6PANEL EDGE NAILING) STRAPPING11 WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL 6' 1408 762 NOT EXCEED 72' O.C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT. BUILDINGS WITH A 8' 1878 1016 WALL HOLDDOWN TYPICAL WIND LOAD PATH SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32' 0.C. STEEL STRAPS 20' 10' 2347 1270 HEIGHT CAPACITY (lbs.) N.T.S. EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MAS Y BLOCK FOUNDATIONS 12' 2817 1524 8' 3375 SHALL BE HOT-DIPPED GALVANIZED COATED. 14' 3286 1778 9' 3800 • 16' 3756 2032 10' 4225 II II II II ,� 5). HCLDDOWN8 2,—20 254 HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES 4' 1239 504 3.5A-B FOR WALL TYPE I OR TABLE 3.16 FSR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2 6' 1859 762 WINDOW SILLPLATE HEADER TRAPPING FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION OI MANUAL. A CTI S LOAD S' 2479 1016 CONNECTIONSFROM SILL CONNECTORS PATH THE HILDDOWN TO TEE FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN 28* RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HELDDOWN SHALL BE 10' 3098 1270 HEADER UPLIFT 12' 3718 1524 SPAN lbs. ,er SIZED FOR THEO. REQUIRED H�OLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE 14' 4338 1778 2' 254 REQUIRED IDDOOR WN TENSION CAPACITY OF THE STORY STORIES ABOVE. 16' 4958 2032 4' 504 HOLDDO'JN ANCHORS f HOLDDOWN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGS' 2' 770 254 6' 762 HEADER AND / OR GIRDER Caeccnav SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. • 4' 1540 504 6' 2310 762 8' 1016 7). WINDOW SILL PLATES' 8' 3081 1016 10' 1270 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CON;+!ECTINS. 36103851 - 2x4 WALL SILL PLATE (FLAT), 1-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS LIP TO 6'0. 12' 4621 1524 12' 1524 J J J 2x6 WALL SILL PLATE (FLAT)' 1-PLY FOR OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO 8'9. 14' 5391 1778 14' 1778 16' 6161 2032 16' 2032 TYPICAL SHEAR WALL ASSEMBLY 7). CATHEDRAL WHERE RIDGE IS ETON BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED ON TOR OF THE BEAM OR SLOPE C CTORS SHALL BE ATTACHED TO EACH MIN. NAIL SPACING FOR ROOF SHEATHING a/ ROOF RAFTERS 0 16. OC N.T.S. RAFTER TO RIDGE ALONG THE OPEN CEILING PART OR THE BUILDING. CO '' CTINS TO TFE RIDGE NAIL SPACING AT NAIL SPACING AT INTERMEDIATE4IN. NAIL SPRING FOR WALL SHEATHING ATTACHMENTS AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS. LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 8). A MINIM O' THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. 4' PERIMETER 6' O.C. 6' O.C. LOCAT [ON PANEL EDGES SUPPORTS IN THE PANEL FIELD USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS EDGE ZONE OTHERWISE NOTED. INTERIOR ZONE 6. O.C. 12. O.C. 4' EDGE ZONE 6' D.C. 12' D.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS GABLE END WALLINTERIM! ZONE 6. O.C. 12' O.C. UNLESS OTHERWISE KITED. RAKE & RAKE TRUSS 4. O.C. 4' O.C. �FtED ARc. ,\ EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS. W $ ch p USE THE FOLLOWING USP BRAND OR AF PROVED E � ���' CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY. �, , •. d ,� CATALOGUEMINIMUM�i CATALOGUE DESCRIPTION LOAD CAPACITY MINIMUM Ti-• :97916s 'sk NUMBER DESCRIPTION LOAD CAPACITY aF NE's . FASTNERS NUMBER FASTENERS , BOLT TO VERTICAL MEMBER' (2) 3/4x3-1/2 Bim,.-S RT10 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 585 tbs. RAFTER & STUD' (6) 8d COMON NAILS EACH ' "/ zeilionA.0 ADS5 HOLDDOWN ANCHOR 4000 lbs. BOLT TO SILLS (l) 3/4x5-1/4 N CHER BOLTS " RT20 RAFTER-TO-WALL STUD TY-DOWN ANCI 1105 lbs. RAFTERS STUD (9) 10x1-1/2 NAILS EACH TDX6 HOLDDOWN ANCHOR 5100 lbs. BOLT TO VERTICAL MEMBER' (2) 7/8x3-1/2 BE.-S PLATE' (4) 10d COMMON NAILS ,, • W DATE: 1-21-14 BOLT TO SILL' 7/8x6-1/8 ANCHOR BOLTS RT7 RAFTER-TO-TOP PLATE TY-DOWN ANCFMR 585 lbs. RAFTER AND PLATE' (5) 8d CONXIDI NAILS EACH Addition and Remodeling KHST2 STRAP TIE 4220 lbs. C6) 5/8' DIA. BOLTS RAFTER' (8) 8x1-1/2 NAILS KHST3 STRAP TIE 6180 lbs. (6) 3/4' DIA. BOLTS RT16 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 950 lbs. PLATE' 8) 8d COMMN NAILS UYANIK RESIDENCE- . LSTA18 FLAT STRAP 1055 lbs. (14) 10d CO ON NAILS SPT44 6 66 STUD PLATE TIE 1070 lbs. PLATE AND STUD' (6) 16d CONN t E CH LSTA30 FLAT STRAP 1670 lbs. (22) 10d COMMON NAILS SPTH4 & 6 STUD PLATE TIE 1470 lbs. PLATE AND STUD (12) 10x1-1/2 NAILS 4N ' North Road - Southold - NY A-6 • . - CHORNO ASSOCIATES • architects. SOUTHOLD, NEW YORK .. , .! TYPICAL DECK t 1 HEADER GIRDER CONNECTIONS: USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED 1 5:01 LADED; se DECK HEADER UPLIF— METAL CONNECTORS WITH THE RECOME FASTNERS AND SPAN SPAN lbs. INSTALLATION BY MANUFACTURE. 2 ,li 6' 1408 PRODUCT UPLIFT GALV, MINIMUM ` DESCRIPTION ''e �' 8' 1878 NUMBER lbs. FASTNER REQUIRED t .4,2120' 10' 2347 4x4 POST: 02) 16d COM. NAIL 1 12' PBS44 1815 , 2817 POST CAP BEAM: (12) 16d COM. NAIL r D'i 6' 1859 4x4 POST: (8) 16d COM, NAIL is• i 8' 2479 PBSE44 1430 , �, 28 END POST CAP BEAM: (8) 16d COM. NAIL a 2 i -- 10' BEAM/GIRDER: (2) 5/8' BOLTS 3098 M/GI i � � It 12 3718 KC44 4x4 COLUMN CAS' 3265 i POST/COLUMN: (2) 5/8' DIA. BOLTS 2 I 6' 2310 • �,, 8' 3081 " 36' 4x4 FOOTING/PIER: 5/8x7 ANCHOR BOLT 10' 3851 PAU44 2240 P4112' 4621 POST ANCHOR POST/GIRDER: (12) 16d COMMON NAILS 0 4x4 WET POST ANCHOR • 04 ', CBE44 3585 N COLUMN BASE POST/GIRDER: (2) 1/2' DIA. BOLTS 1' -_ /''esr,c/THE 7c_ O Cf F 4x4 WET POST ANCHOR , : �Xa ,��rc�.c ; UPLIFT CONNECTIONS FOR: KCB44 5650 @ COLUMN BASE POST/GIRDER: (2) 5/8' DIA, BOLTS Hi!,1 JOISTS—TO—GIRDER / HEADER DECK CONNECTION MIN. 8c1 NAILS ( 6x6 POST: (12) 16d COM, NAIL •. SPAN CAPACITY REQUIRED PBS66 1815 , 4e 12'it-- �� POST CAP BEAM: C12) 16d COM. NAIL 427 lbs. 4 6x6 POST: (8) 16d COM, NAIL `° - PBSE66 1430 16' 526 lbs. 5 END POST CAP BEAM: (8) 16d CDM. NAIL 474210,x � o 20' 626 tbs. 5 6x6 BEAM/GIRDER: (2) 5/8' BOLTS °w �r 5 KCC66 5225 ` — _ — _— — — — — 24' 726 lbs. 6 COLUMN CAP POST/COLUMN: (4) 5/8' DIA. BOLTS — — — If— 1=111�"III=III III III=11i III -IIIEI11--III-III--IiI-I ;,;II ;;, ,�, �„ ,,, ,,, ,,, , 28' 826 lbs 7 ' 27 lbs. 8 6x6 2350 FOOTING/PIER: 5/8"x7" ANCHOR BOLT N.T.S. 36' 770 lbs. 7 TYPICAL DECK 3z 9 PAU66 POST ANCHOR POST/GIRDER: (12) 16d COMMON NAILS ► _ �. _ ► �.�, _ .� "� CBE66 6x6 3570 WET POST ANCHOR , r `, � COLUMN BASE POST/GIRDER (2) 1/2' DIA. BOLTS 6x6 5640 WET POST ANCHOR 1 -- .x KCB66 COLUMN BASE POST/GIRDER: (2) 5/8' DIA. BOLTS 0 O .\ 421 ii �t�'' TY—DOWN JOIST: (6)8d COMMON NAILS RT10 585 .0. t, ANCHOR HEADER/GIRDER: (6) 8d COMMON NAILS ALT1 TY—DOWN JOIST: (9) 10x1-1/2 NAILS RT20 1105 ANCHOR HEADER/GIRDER: (4) 10d COMMON. MALS INSTALLATION NOTES: 1), ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WIITH POST A NCS _ ___ ___ ________ _ DATE. 1 Z1-- w 1�� Addition and Remodeling .. .ACHED T E�C!-� aC]ST WIT!-� ? "1" �`1� �3 ��� -�EB �(N-2). HEADER & GIRDER CONNECTIONS TO BE ATT a x:� Mp, UYANIK RESIDENCE . . •3). EACH JOIST TO BE ANCHORED TO GIRDER OR HEA1 North Road SoutholdTF oF9N��� " " NY A-7 _ ,�CJIST HANGERS TO BE ATTACHED T❑ A PT LEDGER BOAfkr) il-IIAT IS IT O BE BOL-TeP TQ.a.LPG CHORNO ASSOCIATES 1 architects. SOUTHOLD, NEW YORK . . • F ,