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HomeMy WebLinkAbout1000-113.-6-13 OFFICE LOCATION: �Qf SU(/T�OI MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G • Q Telephone: 631 765-1938 Southold, NY 11971 ,c o�yCOU01 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry,AICP Assistant Town Planning Director LWRP Coordinator Date July 31, 2019 Re: LWRP Coastal Consistency Review for ZBA File Ref SUSAN CACCHIOLI#7306 SCTM No. 1000-113-6-13. SUSAN CACCHIOLI#7306—Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's March 15, 2019 Notice of Disapproval based on an application to construct additions and alterations to an existing single family dwelling; at, 1) located less than the code required minimum side yard setback of 10 feet; 2) located less than the code required minimum combined side yard setback of 25 feet located,at 1040 Holbrook Road(Adj.to Howards Branch of Mattituck Creek) Mattituck,NY. SCTM No. 1000-113-6-13. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me,the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions.MINOR ACTIONS item"F"which states: F. Granting of individual setback, lot line and lot area variances, except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CEHA. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy,Town Attorney BOARD MEMBERS O��OF rif�l Southold Town Hall Leslie Kanes Weisman,Chairperson '` O 53095 Main Road•P.O.Box 1179 i[ Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes apQ Town Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento yC�U +� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD RECEIVED Tel.(631)765-1809•Fax(631)765-9064 APR ]1 2019 April 1, 2019 Southo d Town Planning Board Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref.No. # 7306 CACCHIOLI, Susan Dear Mark: We have received an application for additions and alterations to an existing single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encl. . Site Plan : Mark Scwartz Dated : March 25, 2019 146 142 144 14A(c) SEE SEC.NO 107 MATCH 10A(c) 1.5A(c) �, MAT C LINE- N3DG6a2 7 4 y FOR PCL NO. 6 z 7A() 1 4A(°) SEE SEC.N ° 0 106-9-19 a a, 01 0 oe 14.5 s FOR PCL NO 7 3 o \m x 1 7 e 119c) 15 a 16 i3 0 cl '$ /• SEE SEC.NO. 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NOTICE OF DISAPPROVAL DATE: March 29, 2018 RENEWED: November 8, 2018 RENEWED: March 15, 2019 TO: Mark Schwartz (Cacchioli) . PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated March 16, 2018: For permit to construct additions and alterations to an existing single-family dwelling at: Location of property: 1040 Holbrook Road, Mattituck, NY County Tax Map No. 1000— Section 113 Block 6 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming 13,610 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet and combined side yard setback of 25 feet. The construction has a minimum side yard setback of 5.2 feet with a combined side yard setback of 10.4 feet. (4 , Authorized igna ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.S.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL, DATE: March 29, 2018 RENEWED: November 8, 2018 TO: Mark Schwartz (Cacchioli) PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated March 16, 2018: For permit to construct additions and alterations to an existing single-family dwelling at: Location of property: 1040 Holbrook Road, Mattituck,NY County Tax Map No. 1000— Section 113 Block 6 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling on a non-conforming 13,610 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124,non-conforming lots, which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet and combined side yard setback of 25 feet. The construction has a minimum side yard setback of 5.2 feet with a combined side yard setback of 10.4 feet. ,r r Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.rt0g0 Street WO L4600 A� 0111amlet SCTM 1000 Section //j Block-& Lot(s) .12 Lot Size_ 0.32 /tae Zone Wy,0 I(WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED11/9/19 BASED ON SURVEY/SITE PLAN DATED Owner(s): S t1s,1AJ C4 L' r H10 L / Maillin,g Address: 2.32 o iy iW4,4-g,6w. T A✓� • cs f�l=o e°l� x y //7g�3 l � Telephone /J �2fP'32.sT Fax s�b�82s"-3�� Email• 9 LEX / 7 D . Co/v'/ NOTE: In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: for( ) Owner( )Other: Address: Telephone: Fax: Email: Pleas check to specify who you wish correspondence to be mailed to,front the above names: (7A plicant/Owner(s), ( )Authorized Representative, ( ) Other.Name/Address below: WHEREBY T ,BUILDING INSPECTOR REVIEWED SURVEY/SITE P AN DATED_ q _and DENIED AN APPLICATION DATED!T )R: Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction O Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: )<y/ I I Section: a 80 Subsection: Qa Type of Appeal. An Appeal is made for: K ,Variance to the Zoning Code or Zoning Map. ( ) A Variance due to lack of access required by New York Town Law- Section 280-A. ( )Interpretation of the Town Code,Article Section O Reversal or Other A prior appeal() has, ( ) has not been made at any time with respect to this property, UNDER Appeal No(s). /3i.�— Year(s). 1') "70 . (Please be sure to research before completing this question or call our office for assistance) Name of Owner: � ((0 /Q 7s ZBA File# 6T8 ( I Name of Owner: ZBA File# REASONS FOR APPEAL, (Please be specific, additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: %NE �iQ��os�d r H%tr6f E,u�J�G�� T,06- yu/D GUEST B�G,Qoo�c!' �y 2Z5- SQ. FEET 6)a re oNr cC �4o 6I FLoak F}+Bo✓E THE Ex/1'/r G- �r/�l�ll �/✓i,L Cr au r14E I Ey PLCPO I� P �IRoD� 6�'GC d✓/r�t/.v rr�E �x/s'T�,u� if1 F(.00/� F��9/OQi.U7 A0WEdE1 RooF- C/516- l"057 rO &K41-)e- oh! PIC il[oQ9I1 X1,66; Hoare-,,or ��/EHoare-,, i-c! ©eGE`Q r0 pR.ov/dE Tz9C- NEGrSS��yj �E9�d��oM. THS /�E[fUCt�o,c1 >it/ �yE s/E� vx Tff& �$ Qv/LT Dzc/CS W/GL .dEeeMtr T)y&;7 f0 1�1E �/dC SETS C/C 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applican t0`��'`r`!' ,�✓c F.S ° pursue, other than an area variance,because: 2on� - L/�� vt V�szl��u bi �3 EG/9 ✓f 1-k E F1 o o.F m usT g6E IC61,re y To lelP o v Rlo�� l"�/�T TifE 2Com.S—/ .F1E �D� SvFFr ct�� 7 NEy.7oP®o�I.. �® T IEI9/� F/�o,vt /v,}Yv/�,ryL C-E5 5 IJ-"9iU ;rNt 12 ES 7'(r C 7/®Ar F,o,Q 3.The amount of relief requested is not substantial because: T�1F �v/LQ��t1G /J t��CE rvl>F�IAd (v/LA /•v (r G-rl� IM2Cc v /a•uo g9.v y sF��.d oma✓/.v C C=��=�'C rs /�-�?E NPC-C:�itaT A &R,60g ,S i3urL,� 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: r'E C3j 5.Has the alleged difficulty been self created? {/Yes,or { }No Why: L9,e6-E/( 13EvleoolnS tou 711E SEC•nWQ FL_Vp1C &3AJb rRtE C'E7-"MJ PL09 C-0-L4 /- *j/jeFeL-7U /nrCPta' G>a vf7�vcr�o,� Q�U 7-HE ff®ry,E / U /9 7 m i3 u7 0�7 >/l/f7 riMCa TIMI ACK S (,,/��� rY//,S� r�t/s�S ,cl�r J'v GGtT E U Are there an Covenants or Restrictions concerning this land? S v/ �T Y g { No { } Yes(please famish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. d Wc± �-4k Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this ` day Of CL"hJ dl 20�, Notary Public CONNIE G.BU, ICH Notary P011C.State of New Y®ek Nog 0i13UV180 Qoaltw in So olk Gotanty Commission 17j(plroc Aioril 14,Z�� APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant:- wS/9A/ ('i - C Cj-/i®L/ Date Prepared: I.For Demolition of Existing Building Areas Please describe areas being removed: /Al9El�/p FY/sr //u G- SCC,0106 FLook /,5co400M �-.v� (5�&-fjq �Pp®m U. New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: lfNVOAJL (2 E EYl SDr /w 6- t/eS 7' Dimensions of new second floor: Z 7. q ' Dimensions of floor above second level: Ull/F IN/fH 6� &77-1 C, s` ' X 2-7- V ' Height(from finished ground to top of ridge): 2 (0 -3 Is basement or lowest floor area being constructed? If yes,please provide height(above ground) measured from natural existing grade to first floor: — III. Proposed Construction Description (Alterations or Structural Changes) (attach extra sheet if necessary)- Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: 7ww® &oa S, 2-:M' fLmc�C COVUT9i/us Oxje: SL&1K V0(' _ v�E; �etr`(/��p�+ T7n10 8 ' x R ' Number of Floors and Changes WITH Alterations: Zky FLop1-,f 2,crr6 P"M Cpu7,9-t1LAS ST�},Kwa(- d gE -qe rRde Dorh, 7-w o r S' x 12.3' Gua? 6'-/ AJC'd S 6eo,v0 PLOW E T, 6},16 E%f E&OR &A16 PV)91 .f VAJ6 9Z /} nIE�J 27-7 "X � IV. Calculations of building areas and lot coverage(from surveyor): Raor/4-r t4V e- - s LrLt` n, Existing square footage of buildings on your property: 2/ 2(v Proposed incrdase of building coverage: Al p,J E Square footage of your lot: 13 -7 3 q Percentage of coverage of your lot by building area: 15- - 2r o V. P rpose of New Construction: 7`o EN Lg 12 GE t X/ T-' V rr- (-JcS7 06�ge0 Q'M S — E AVL G✓ /�L �00� LL_ C/U S EGQAW G D P VI. Please describe the land contours (flat,slope%, heavily wooded,marsh area, etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): SLD PE 'To !Y)4-f717Urle S� 6p-/<, -� EPIQEt 6u/LA [Aa GS EXIST = G9-oe9&E , Hoose- J- Sfren ° 7-(C 4-GAO G01u70aie r bA /X!LAlf G/RJ E 7-HC- GUST /jr"A<o®rl-r ,9A1,0 GQt6}7 /tit G 9 PG6}q2®/I/D't S//q Gt:7, L Weef/l�/l� fV I Tdl IA) 7-HE CW)S7 G F/iU7 Fri D,�e rP o7 P/f IAJ 7 JR:Q) PoUAt kjf /,::;%tt.S'- Please submit seven(7)photos,labeled to show different angles of yard areas after staking corners for new construction),and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes _No B. Are here any proposals to change or alter land contours? V No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? %a 2.)Are those areas shown on the survey submitted with this application? 3.) Is the property bulk headed between the wetlands area and the upland building area? /V 4 4.) If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction? V CS Please confirm status of your inquiry or application with the Trustees:&VrA4y/_/Z,9-'[t0AJ #-9/®,3 and if issued, please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? /fC) E. Are there any patios,concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? IVU Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? /110 If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? '® If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel S X&C Af}M/Lt C-19 and the proposed use CYIS11AIC— S11t_tGL_C 41W#9MILK, 12R OP®S Ei) : S�9nl E ku l rw 6-190-C,6_ 7" JR 6 b , (ex,existing single family,proposed,same with garage,pool or other) 9 Authorized signature and Date FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Tojvu Clerk's Office Southold, N. Y. Certificate Of Occupancy No. 7�42�9. . . . . . Date R%neWe$t M .3 7 19 71 THIS CERTIFIES that the building located at ]..O*W, O:C:r Mi1107 R.O.W,Street Map No. sx. . . Block No. . fit. . Lot No. X= MAttltuck N..Y. • conforms substantially to the Application for Building Permit heretofore filed in this office dated .Tait 23 19 70 pursuant to which Building Permit No. . 462%•Z dated Fab 25 19 70 , was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is Prl:194tO. JGAO.rAX11y. dVOIliug . . . . . . The certificate is issued to William Brcknav Ot�e1* (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval . PAY . 14. 1.971. . . .b7. R. Villa . Hiouse # 1040 Wicks Rd (Pvt Rd 15) dd Building Inspector FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. Certificate Of Occupancy No. Z6.53 . . . . . Date . . . . . . . . . . . . ..T-010 . . 19 . . . . ., 19.75. Off Miller ROW. THIS CERTIFIES that the building located at . .Pvt; .R..O.'T.O�,ung1],QV. Rdkt eet Map No. X=. . . . . . . . Block No. . x=. . . . -Lot No, .X= . . . Ie�t; .tuQk , N DY . . , . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . . . . . . . .Feb . • . .14. ., 19-7.5. pursuant to which Building Permit No. . .7.7.75Z. dated . . . . . . . . . . . )tax. . 27. . ., 19.75., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is . Trv4te. .g4ragq . (acc®pA r bldg) a roved by Bd Appelas) The certificate is issued to . .A1bext.11PM4rAQ . . . . . . . . . . �tner. . . . . . . . . . . . . . . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval No R.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE No. .N,Rp. . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . HOUSE NUMBER . . .1.01+0. . . . . . . Street . . . Pvt. llaad. # .15. . . . . . . . . . . . . . . . . . . . . . . Building Inspector FORM NO.4 TOWN OF SOUTHOLD _ BUILDING DEPARTMENT Office of the Building Inspector Town Halt Southold,N.Y. Certificate Of Occupancy No. . . . . 14838.. . . . . . Date . . August. .26 .. . . . . . . . . . . . . . . . .. l9q� . THIS CERTIFIES that the building . . ,Accessory, .Shed. . . . . . . . . . . . . . . . . . . . . . . . . . . . Location of Property 1080 Holbrook La:. 8; , 15, Wick„Rd;, , , , .MattiEuck, , N Y, Hous No. Sweet Hamlet County Tax Map No. 1000 Section 13 . .Block . . .06. . . . . . . . .. . .Lot . .015. . . . . . . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . .Lot No. . . . . . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated Augus t, 21 . . . . . . . . . . 19 A$ pursuant to which Building Permit No. .151.9,5. . . . . .. . . . . . . . dated August 26 . . . . . . . . . . . . . . . . 19 86 ,was issued,and conforms to all of the requirements of the applicable provisions of the law.The occupancy for which this certificate is issued it . . . . . . . . . Accessory Shed The certificate is issued to . . . . . Donald .F:. Shaw & Dorothy R. ,Shaw . . ... . . . . . . . . . • . . . .(cwner mw jgtk#t tj x. . • . . of the aforesaid building. Suffolk County Department of Health Approval . . . . . . . . . . . N/A . . . , _ .. . . UNDERWRITERS CERTIFICATE NO. . . . . . . . . . . . . . . . .. N/A . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . BuildingInspector Rov 1/01 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-22253 Date APRIL 9, 1993 THIS CERTIFIES that the building ACCESSORY Location of Property, 1040 HOLBROOK AVENUE MATTITUCK, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 113 Block 6 Lot 13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 19, 1992 pursuant to which Building Permit No. 21280-Z dated MARCH 23, 1993 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 ACCESSORY SHED WITH DECK & BOARDWALK ADDITION AS APPLIED FOR The certificate is issued to CAROL BLASUCCI (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. PENDING - APRIL 8, 1983 PLUMBERS CERTIFICATION DATED N/A B ilding Inspector Rev. 1/81 TOWN OF SOUTHOLD, NEW YORK DATE Apr j.j...10 r 1975 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2011 Dated February 24, 197 5 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Chester Orlowski a/c Albert Rountree Appellant 235 Pequash Avenue Cutchogue, New York at a meeting of the Zoning Board of Appeals on Ap r i 1 10, 1975 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( } Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( } be confirmed because 8:05 P.M. (E.D.S.T.) upon application of Chester Orlowski a/c Albert Rountree, 235 Pequash Avenue, Cutchogue, New York for a variance in accordance with the Zoning Ordinance, Article III, Section 100-32 for permission to construct garage in front yard area. Location of property: R.O.W. off Miller R.O.W. , Mattituck, New York, bounded on the north by Private Road; east by D.F. Shaw; south by Howard's Branch of Mattituck Creek; west by G.W. Argentieri. Fee paid $ 15. 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE ZONING BOARD OF APPEALS k��e, -Secretary FORM ZB4 Betty ePro Tem Southo d Town Board of Appeals After investigation and inspection the Board finds that the applicant proposes to construct garage in front yard area. The Board finds that the applicant is the owner of a long and narrow lot. Applicant's house takes up almost entire width of lot making it impossible to run a driveway to the rear of the lot. Other houses in this vicinity have similar garages in the front yard area. The Board agrees with the reasoning of the applicant. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spktit . of the Ordinance. On motion by Mr. Hulse, seconded by Mr. Grigonis, it was RESOLVED Chester Orlowski a/c Albert Rountree, 235 Pequash Avenue, Cutchogue, New York be GRANTED permission to construct garage in front yard area as applied for on property located on R.O.W. off Miller R.O.W. , Mattituck, New York, subject to the following conditions: That the garage be located no closer than 32 feet to the R.O.W. (Bungalow Lane) and no closer than 7 ft. to the westerly sideline and 3 feet to the easterly sideline. Vote of the Board: Ayes:- Messrs: Gillispie, Grigonis, Hulse, Bergen, Doyen. r TOWN OF SOUTHOLD, NEW YORK DATE Fe.brUary 19,1.97 0 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 1315 Dated January 29, 1970 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Martin U. Michaelis a/c William Bruckner Appellant 67 Park Avenue 75 Henry Street New York, N.Y. _Brooklyn, N.Y. at a meeting of the Zoning Board of Appeals on February 19, 1970 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance Q� ) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section SubsecUon .................... paragraph .................. of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 7:45 P.M. (E.S•T. ) , upon application of .Martin U. Michaelis, 67 Park Avenue, New York, N.Y. a/c William Bruckner, 75 Henry Street, Brooklyn, N.Y. , for a variance in accordance with the Zoning Ordinance, Article III, Section 307, for per- mission to build new one family dwelling with reduced sideyard area. Location of property: private right-of-way off east side of West Mill Road, Mattituck, New Yorke bounded north by �dui�c igyamk* private road, east by W E Sander, south by Mattituck Creek, west by C W Argentieri. 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE APP P RU V l L L D ZONING BOARD OF APPEALS FORM ZB4 `ti[ V Betty Neville, Secretary 1 - Southold Town Board of Appeals Cha man r o pp a s After investigation and inspection the Board finds that the applicant requests permission to build new one family dwelling with reduced sideyard area. The existing structure is set on the property line at the southerly end of the lot. Applicant ' intends to construct new one family dwelling further north with 5 ft. side yards. This will improve the use of the lot. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the district and will observe the spirit of the ordinance. THEREFORE, IT WAS RESOLVED Martin U. Michaelis, 67 Park Avenue, New York, N.Y. a/c William Bruckner, 75 Henry Street, Brooklyn, N.Y. , be GRANTED permission to build new one family dwelling with reduced sideyard area on •pioperty located on private right-of-way off east side of West Mill Road, Mattituck, New York, subject to the following eondition;d: No Certificate of Occupancy shall be issued on the new structure until the old structure is demolished. - Vote of the Board: Ayes:- Messrs: Gillispie, Bergen, Hulse. BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson ��®�s®U�y® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �'® ® �® 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQ (,e� Southold,NY 11971 http://southofdtown.northfork.net JECEIVED - ZONING BOARD OF APPEALS TOWN OF SOUTIIOLD Tel.(631)765-1809•Fax(631)765-9064 SEP 2 3 2015 Q ' outhold Tows Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEMNG OF SEPTEMBER 17,2015 ZBA FILE: 6881 NAME OF APPLICANT: Susan Cacchioli SCTM# 1000-113-06-13 PROPERTY LOCATION: 1040 Holbrook Lane(adj.to West Branch of Mattituck Creek),Mattituck,NY ' SEORA 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 Sections A 14-14 to 23, and the Suffolk County Department of Plaftning issued its reply dated July 31,2015 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 August 19, 2015. Based upon the information provided on the LWRP Consigtency Assessment Form submitted to this department, as well as the 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 with respect to the proposed second story additions and alterations, and is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP with ' respect to the non-conforming side yard setbacks of both the as-built deck addition and as-built accessory deck. The applicant proposes to reconstruct both of the subject non-conforming as-built decks to conforming side yard setbacks which will make them CONSISTENT with the LWRP as well as the code, as shown on the Architectural Site Plan entitled "General Arrangement proposed bedroom extension", Sheet 1, dated 5/12/2015 and last revised (Rev.3)7/20/2015,ZBA Submission 2,prepared by Robert 0.Barratt,P.E. PROPERTY FACTS/DESCRIPTION: Subject parcel is a non-conforming 13,610 sq. ft. lot located in the R40 zone district. It is improved with a 1 '/2 story frame house with attached deck, accessory deck, accessory shed and accessory 1 '/z story frame garage. It has 30 feet of frontage on Holbrook Road, 332.11 feet along the eastern property line, 51.79 feet along West Branch of Mattituck Creek and 336.81 feet on the western property line as shown on the survey dated July 6,2015 prepared by Nathan Taft Corwin,III,LS. BASIS -OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building Inspector's June 12, 2015 Notice of Disapproval based on an application for building permit for second story addition/alterations to existing single family dwelling and legalize `as built' deck addition and `as built' accessory deck, at; 1) addition and `as built' deck addition less than the code required minimum side yard setback of 10 feet, 2) addition and `as built' deck addition less than the code required total side yard setbacks of 25 feet, 3) `as built' accessory deck less than the code required minimum side yard setback of 5 feet. Page 2 of 3—September 17,2015 ZBA#6881—Cacchioli SCTM#1000-113-6-13 RELIEF REQUESTED: The applicant requests variances to construct a second story addition which will have the same non-conforming side yard setback and non-conforming combined side yard setback as the existing first story. The applicant amended the application before the public hearing so as to eliminate the need for variance relief for an attached as-built deck and an as-built accessory deck. AMENDED APPLICATION: Before the Public hearing,the applicant proposed a plan which has brought both the non-conforming as-built attached deck and non-conforming as-built accessory deck into conformance with the code, as shown on the Architectural Site Plan entitled"General Arrangement proposed bedroom extension", Sheet 1, dated 5/12/2015 and last revised(Rev.3)7/20/2015,ZBA Submission 2,prepared by Robert 0.Barratt,P.E. ADDITIONAL INFORMATION: The Town Engineer submitted a letter dated August 20,2015 recommending the site comply with Chapter 236 for Storm-water Management. During the hearing the agent was asked to provide certified information verifying the lot coverage. On September 4, 2015 the agent submit lot coverage calculations of 19% certified by Robert 0. Barratt,LPE. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 3,2015,at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the propeity and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Many homes in this neighborhood have a second story and what is proposed is similar to what exists in the neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing 1-1/2 story dwelling exists in its non- conforming side yard and non-conforming combined side yard locations. Therefore any proposed second story addition and alteration will require variances. The subject parcel is long and narrow, having only 30 feet of road frontage and 52 feet of width at the high water mark. 3. Town Law §267-b(3)(b)(3). The variances granted herein for a side yard and combined side yard are mathematically substantial, respectively representing 48% and 57% relief from the code. However, this parcel is long and narrow as are other parcels in this neighborhood having similar non-conforming side yard setbacks. 4. Town Lav 4267-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. 5. Town Law 4267-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 4267-b. Grant of the amended relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second story addition and alteration, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION 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 Dantes, seconded by Member Weisman (Chairperson), and duly carried,to Page 3 of 3—September 17,2015 ZBA#6881—Cacchioli SCTM#1000-113-6-13 GRANT, the variances as amended, and shown on the Architectural Site Plan entitled "General Arrangement proposed bedroom extension", Sheet 1, dated 5/12/2015 and last revised (Rev.3) 7/2Q%2015, ZBA Submission 2, prepared by Robert O.Barratt,P.E. Subject to the following condition; CONDITION: 1. A Storm-water Management Plan, as per Chapter 236, shall be prepared by the applicant and reviewed for compliance by the Town Engineer.No work shall begin until such plan is approved by the Town Engineer. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Horning, Dantes, Goehringer. (Absent was: Member Schneider) This Resolution was duly adopted (4-0). Leslie Kanes Weisman,Chairperson Approved for filing 7 /4/ /2015 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM. The form must be completed by the applicant-for any special use permit,site plan-approval, use variance, or subdivision approval on property within an agricultural district QR within 500 feet of a farm operation located in agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Sections 239- m and 239-n of the General Municipal Law. 1)Name of Applicant: 2)Address of Applicant: C3 c3� WY -3)Name of-Land Owner(if other than applicant) 4)Address of Land Owner. L�IrfU 2 f 5) escriptiron of Proposed Project: !ii L - f—, 6)Location of Pro rty(road andtax map number): 7)Is the parcel within an agricultural district?�No QYes If yes,Agricultural District Number 8)Is this parcel actively farmed? No-OYes 9) Name and address of any ow er(s) 'of-land within the agricultural district containing active fart operation(s) located 500 feet of the boundary of the proposed project. (Information may be available through the' -Town Assessors Office, Town Hall location.(765-1937) or from any public computer at the Town Hall locations by viewing the parcel numbers on the Town of Southold Real Property Tax System. Name and Address 1. 2. 3. 4. - 5 -6_- (Please irse back side of page if more than six property owners are identified.) The lot numbers may be obtained, in advance,when requested from.either-the Office of the Planning Board at -1938 or the Zo ' g Boar of App als at 765-1809. � � q = Signature of Applicant Date Note- _ 1.The local board will solicit comments from.the owners of land identified above in order to consider the effect of the proposed action on their farm-operation.Solicitation will be made by supplying a copy of this statement. 2.Comments returned to the local board will be taken into consideration as part of the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant and/or the clerk of the board tb the property owners identified above.The cost for mailing shall be paid by the applicant at the time the application is submitted for review.Failure to pay at such time means the application is not complete and cannot be acted upon by the board. 1-14-09 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information S'�/jjt`( clq-C CR /0L.1 2320 /UyVK4G&A,15cT 4vEa, SEe}Fo,1 ) / /l1 11723 Name of Action or Project: eN L jq�RG-E- 7-ZA) o j Cc o/v d f<_0 ok ZT0 tz r I�IW 6 S"Eco v,� -'�--"off ASV o Pun' /J Wr Project Location(describe,and attach a location map): /o Llo HO C.Bifoo,< �-��� MerlrucK' A 't SLIM IOC 1/3-G-s5 Brief Description of Proposed Action: -4E177® vC-- R90F emir S�fc-oA.rd Lb TME- TWO Set,4A/,6 FLOOR &Ve-Sr et*4 cpdpl s U S 1416— LAA �dr�p SC-C,0A-11J �l�c�rsi mss. F"o2 "96®dam EkiJ7 r.a1�- /.l /,-j JAI ®�o�+ f L1� ,( 6. A-1 04 � dul Lb ROOF Aq-,&iQ v/' 0® S;rW-I/t_F CE� � �i , �9 c�X d9-.v Gerc-ru6-S. Name of Applicant or Sponsor: Telephone: 5-10 2ra —3 2-f-I vs 6.,Q C,9-C /o L I E-Mail: SGL(.X / 7 & R�-0 L- Address: ,e 32-o N#P,2 G-�4AascT City/PO: State: Zip Code: Is 10 M ri -i?3 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? ®. 2 acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? Q2— acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) o Industrial ❑Commercial esidential(suburban) ❑Forest ❑Agriculture o Aquatic o Other(specify): o Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify:_ lAl Mof f 0 -r J CX UE 9/, 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: (/ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water:— lb 0 AI E' 'T t C_ (A)E(_L_ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 'S eLL- V 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: t x ,ax V., rr.. 14. Ide ify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: 15 Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems runoff and storm drains)? Y� ,ra_ g Y Y � } If Yes,briefly describe: ❑NO ❑YES Mai `•'> `r1 Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ,+ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: 'S' 0 S PFN C�:L0,H 10 L Date: 9 // 1 0 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" ' yt 1NA.J'..t '.•'.�:" .`TMJ .tea; !.t•j a .r- LS N Moderate yai�h ;, F= .`t:i.,t'.c'.,-. :S:'�::+;.:. • ,sem.:. c;y i=:> Y ,r,� vt;3�•.s,";, _ _•;.�,• .c,•_ .s,. .'= •,�". ,:=� _•a.:-sS',,sa:'�'<i�t"a���s�•,;... O Or r:.. ,�:f�.p�e'f'i,�`��^�.:i::;':','"�d'�4;{•>;,._,�,,•a;x,,_ -s•s,' T;,.:,'a, y,,s;�' �.W•, ..1^, •.-' j%`ayy }`•'+b�' a�,,};.ar4 '� ����ax�r s riXy,•;,. t,?'` .. �."_ ? =; �: ,;;.::' e-z ti - small to large : $��`�Y'at�"'o'i:� ��.'�+ ,` _'i?S?,.5-"•-, t..� e2-. _.ti, v7;.'s. -.r,�r;. '� LIT��',�'7k.r��r✓:�.,�-fi'' �RS�4d`F, y; '� `;t:�!cf+:.:�7. .• ,r:ti`r .Yi•k':: _ ..�}•` a=� iso �v,1:. :`_1'.-r$..'•".,'.3 �*; fi'g` x; ,. ,;• ` ;�:; ?r; = ";r>,t4;-.- ,. :, •a:-�`�"•:� impact impact s:.'�f i'• -v - - ,' _ � ` :- .,.,..• - '"ts�;:r r iy,�`A.•;y}xyp'moi?«�; .:t-`.b4. "- '�r;'+�• _ '-j<'4•:- ,:'Y" -L, YE.Jj`. ••-. -�•• }';:h::��_i` `,' •; r t'-' t ';,; 'v-,"•., _"a z;,;: ::r':F-,';' - ,•' - •�''""'• — - %z}• ._� �'``'' `=ar%;s`z:' �, may may 2+- i.$F.. -` ,.•y :F^:tis:;� �:z:;i ,:`t'ar�.' oa:. :;i• :.=:;7' _ :i` �-'�.F^'y'i:rt'^,'•s?f,3..Fa r,:�^, J '"'^Sar :• lad ,'4. 'hi.,�.: 5. =�>. ..•ii _,Jty''`-.i?: _ F:�;".��r 4 - y..:�;;r•..��•a;.�'�.p�e�sx�� }f OCCUr OCCllr - _ •r'al`-:1-T'P.i"-v.Ltt'#M`u-a.�,.i .iC jam' 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 _'•• �` _ No,or Moderate >• a.• - small to large ,.. - •a',`,` impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 New York State Department of Environmental Conservation AM _ tuba ableNOTICE lowa The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. f Regional Permit Administrator 1 Permit Number _ ROGER EVANS Expiration Date t r _ NOTE: This notice is NOT a permit b O Z APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : C Yr L I s US llI (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. / YES NO V If No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. 0 The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of '20- Signature 20Signature Print Name l Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION The Application has been submitted to(check appropriate response): Town Board E Planning Dept. E Building Dept. 0 Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation, land transaction) (b) Financial assistance(e.g.grant, loan,subsidy) (c) Permit,approval, license,certification: Nature and extent of action: iicrc&f6- * ZV O 7 e-C,0yU Pc.®pR 66A�mOMJ �c.��v� f t_00e PLe VR OOM V/,r & ,s rXIGz.t F�}�rc ¢l�n�r: �F(r,S �✓«� r�C� E t-HC- go OF L-441&5- 1!—�-C c.^jV f-7 r r cW V'61< T® 2 e7.-�' �atl �t OAJ -C01(F a t21 Lo �1��0 v�� l r(1 &7r�-c /�cTI®afS 13f- 2/-2-7/16- 2/-27/16— Location of action:_ to qO Ok Lf} V /-77 t 7 y CK Site acreage: • 3 2- Present Present land use: Slit!GL C-; E4M e L b }R o M E Present zoning classification:_ go 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: j US#N C`I to I-I (b) Mailing address: `432-0 1(4 6� 6 6:�U J- E 7 (c) Telephone number. Area Code (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No M/ If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. /Yes ❑ No ❑ (Not Applicable- please explain) �N Lj 4 G i At G 7-1-iC w,<Q 6-A.17' S f-c-o AO -L®PX 6 ED OO/V7 S I ZCT �9414) Cle 61-7 (Al 6 & S ft oAlb FL 0OQ ygeAaAl W1 L-L FXl Co Roe A& TX r% o ti/Ad C2 7D Q,3 E TN r- H Oen E rn c je C OF T ClU To TAC 6(--/Q EF i r D r- TO C= 7V In)AJ Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No D /(Not Applicable-please explain) EEC Pot- 1 0 1 6 150 VO. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes 0 No VeNot Applicable-please explain) �Tf E L®c _T OF TI-1C /'t tom e�- BCH r Al G13k&cre t1h iAlt M r Grt S U f} 1MP /� CT . Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III-Policies Pages 8 through 16 for evaluation criteria 0 YesE] No Z'ot Applicable-please explain) CN 1--n k G l/U 6- 7j-!e- S[=C Q Ar p L.Coe W/7' I AJ 7-1 E F /R S1 /= (0og r00T '00ei/\j7 w [Lf H6VE 14 em I Al /_M #t— E P FE C7 Oil 7W S t7h G7 olCIf . Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria E Yes 0 No u (Not Applicable-please explain) ) w 7 r= s cR v r Tc.s .woe c-_--�- m ar C/-/�� iJ Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes 0 No & (Not Applicable—please explain) Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. See Section III-Policies Pages; 34 through 38 for evaluation criteria. ❑ Yes No V(Not Applicable—please explain) Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III-Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes 1:1No RJ (Not Applicable-please explain) & EL d I- 1il ado ✓L PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. ❑ YeD No u (Not Applicable-please explain) ®u c a/t= Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No (Not Applicable—please explain) EAttaSEE- Attach ch additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No MNot Applicable—please explain FIE ol�'o e-I C_ L/ o L/C Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No Not Applicable—please explain Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Lja Not Applicable—please explain AF'• llla I'ox a .. At 900 Holbrooh Ln '►�` ,� _ } w 1 C,10 H olbrmk I.n 810 Holbrook W k � 10 • s* `•c yam,, fj 1� t n. + mg 7s. AL 4 ja 1 ►. Vt- - z r y _ - �� ._ .•'#�_ �as�t i `- _ --_-'7^--- 4r'. �.z x -.-f' _ }a ,�--'tee - _r - __ Aj db VA 10 r t M y, _ t - a � -its, vs WWTFM Fro W MA t 9 _ trRas •R- 1,' i. 1 .b k � : WA lilt .�,� <� "•sem •- `c�..-►" _ '"�''- - { •. �~•i .. ..t.. - _ � � � „�z"rx�,.-��• _t. ~. _gip.`�. ►,� -AV W 'o rte : A, r :; �` qqq a/-�� -�=�•�. _�.��!,��� '� ,�- -� 2 ilk i O�� (/r�ol Michael J.Domino,President QF SOTown Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams I�COU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 9, 2018 Susan Cacchioli 2320 Narraganset Avenue Seaford, NY 11783 RE: 1040 HOLBROOK LANE, MATTITUCK SCTM#: 1000-113-6-13 Dear.Ms. Cacchioli: The Southold Town Board of Trustees reviewed your letter dated November 8, 2018 and the survey prepared by Nathan Taft Corwin, III Land Surveyor, received on November 8, 2018, and determined that the proposed second floor expansion and second floor deck are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Michael J. Domino, President Board of Trustees MJD:dd TO11 WOF SOUTHOLD P; PERTY( UrMRD CARD OWNER 13-►a N s+ ELMoN7 STREET ()LlD VILLAGE N a DIST. SUB. LOT A' -�';I D� C�Y.OG��, �G�._ �V I<3 J! � 7�'v e /� I J V e S��r-��►�c{ ER OWNER N E _ ACR. W - �3c lAA r?o to A4�tf- $C,C0 C -1-1,tC,�- S W TYPE OF BUILDING U✓l L L u c K N�-"Ir fi"a Wji Z F r-a h,e M•-Z/ O SEAS. VL FARM MO M. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS7-3 D 6 766 9 D 6 ,3 ,�' �' L�o/ar i%/c�- To lob ,e r, Zvi��� �� 'd Ira 71 o�s�000. W�/S'UC n/t' T A• 1QouNTi?F ,� wF %' jai f �1 '�;) f J J ✓ / 7 Rf' 3fa9 Z?S Rf i �7�� u Z N,,rV aaa 6100 /DD r7 e. (� o Zf oo Z o a i .�,fa�`��p 8 q 1, T2? 1915 , 00 '%s'ou l r 9�" o .�A9- - ClAet4wen 211Zo -t,.,.acQ q04 L 103C fc s sL t (02� [3P �� 3 a3 - �� w JW4 222 e c - 3,Fsoo ilkiNe FRONTAGE ON WATER 7L Voodland FRONTAGE ON ROAD 3W 1. Aeadowldld DEPTH V er-z •e •� o�,�. • ��! �.� ./{. Lry3 9 �� l .� P BULKHEAD otal 1 rS� 1 •"?� " '+7,1�eiti��•Fri•-�\cj-a1�'.:r�i•.''r'5 -,.;'L �r. �� ^��trl•7Rt52��M'd s. • ,; C'.� z;,. .• Vis.; ,.jgg ':1� � ?j . c "t;f �� t, : —= s r�. 1 ■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ - 3 ay � 3�' ► ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ {k? r ' , 1t w."'T ` i' ''[•''•�j(1j �Fl? '_•fjX14 • tr �,� f ^y ■■■■■■■■■■�I�■■■■■■■ ■■■■■■ ■■■■■■■■■■■■■I':I■■■■■■■■■■MOON ` _ ° , , :� .: ��.�' ,' `� `�.,� ■■■■■�O�O■■■Ohl■■■■■■■■■■■■■■ ■■ ■■■■O■■■■■��■■■■■■■O■■O■■■ M. � - ■■■■■■■■■■■■7■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ .�1�'L•�.R �S ROAD �q N p 0.00 g �Hvli�Q,o 0 OP r�IrLT PAVELIdNr 30.0 Rox ROAD • IYl L vCR AES a i• 4 -DOM DRIVEWAY—0 437' ° —�+ ��ia�rr Pons Kr� . . • OH°°MON z ' A LA ° SURVEY OF PROPERTY ' O SITUATE uai ` ; o MATTITUCK z mN TOWN OF SOUTHOLD m SUFFOLK COUNTY, NEW YORK m S.C. TAX No. 1000- 113--06-13 SEPs '' 34' SCALE 1 "=30' ^' JULY 6, 2015 I'rT} 0 �N AREA = 13,610 sq. ft. ° , W L 0.312 ' ! GNC, CLOCK ' • • e WALL& SY • BELwAN �l'R IFYED ro; I • BLOCK cuRds SUSAN CACCHIOLI FOUND ' • 8.6' b.1' C1NC MON. I ..1 1 uaB BRICK STEP w O URICI( 51 STEP a a.r o _ � pp t� CONC S COVCR ry g•� �/+•.�.7 — UNAUTHORIZED ALIENATION OR ADDITION 7 TO THIS SURVEY IS A VIOLATION OF ® SECTION 72DO OF THE NEW YORK STATE EDUCATION LAW. F511gDF COPIES OF THIS SURVEY MAP NOT BEARING SHED OL THE LAND SURVEYOR'S IN KEp SEAL OR 0.1 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. � m ONLYIFID THESPERSON FOR WHOM THCLSUIRIY4Y 1I31Y IS PREPARED,AND ON HIS BEHALF 70 THA: p TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PAI10TUTION. CERTIFICATIONS ARC NOT TRANSFERABLE. • 0 .1'W THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF PA110 I ANY, NOT SHOWN ARC NOT GUARANTEED. I.e'w 1. PREPARED IN ACCORDANCE WITII THE MINIMUM Whr STANDARDS FOR TITLE SURVEY STAD BY THE L I.A L 9 AND y PTEU 0) TDP OP BANK � . 7ITLESASSOCIATIOUSE NY RIO M�.ND bo Almy"°RAsy A. $ 89,���' 06'21" 51.79• W 0 ,0 t0 loo- N.Y.S Lie No 50457 Nathan Taft Corwin III Land Surveyor TY 's ��jjR 1J n r Successor To: 5loDley J. lsaksen, Jr L.S. 1i71q 'I j/-r� Y C Op Joseph A. Ingogno L.S d `••' l.•� jrte- 1711e Surveys -- Subdivisions — Site Plans — Consfruciion Layout CZZ �T � PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 MDIn Rood PO Box 16 JDmesport, Now York 11947 Jomesport, New York 11947 a —1 REVISIONS SITE DATA: SCTM#1000-113-06-13 DESCRIPTION: TOTAL- LOT COVERAGE EXCAVATE- FILL PROPERTY M—SQ SQ FT 0 31 aver - Ef—TEDAREAOF 20005Q - G0.0UND DIS .-cE. EXISTING HOWL 1260 0 SQ FT 92% - - PROPOSED SOUTH ADDRION 288 0 SQ FT 21 T. 100 CU YD 20 CU YD PROPOSED NORTH 2ND FL DECK 135 0 SQ FT III% - MITINGDETATCHEDGARAGE 7181 SQ FT 53% - COMM SHED 102150 FT D8% PROPOSED DRYWELLS (2) - 12 CU YD 5 c YD TOTAL 25072$Q FT 184% 112 CU YD 25 CU YD MEETS AND BOUNDS BY �I z NATHAN TAFT CORWIN I DATED JULY 6.2015 F-' Z I ��y L `C, F N z 0 I � I W Q I 00 8 N/0/ro CRCAENCING S HAY BALE OR SILT F 332.11' O O �� = 2 STORY o w1 8 ; Q; O M o i S 01'08'30" E00 FRAME o� �„u �,noD° . �o "' rs 'HALL o� m BELGUN BLOCK CURB - ro _ Il �� 12782' 02•E _��, -- -126 O PAOD 17o 3 WOOD DOCK 32 2' '� ARBO—AE �% 46 3' P N o�/ `�:aaol 11 wo Cf[i~• �I Ort 1-1/2 STORY- o 1'*oR^I �°."o`° i� uc'?o i-1�2 STORY _ 11 lei `_' ^ r` isawaj DRNEWAY.o vFRAME GAR _ 03 BB n FRAME HOUSE SDN"P _ 11 N� �/ O _ Y =Y ASPIW.T �- a • 322' ,BRICK WALK m�°gi "mm� ii%y�j rm`i '-11a w (Q ^ O Z DRA'EWAY < ' • `°°` wn .o`w 8---1� o a $ ^ ��11 a, o z•E., 'HALL wAiL .IP= "'"<8'S•`°° _- - `na. F 3 0> '' j 00 O �1DTIE o 2-w .e BELcwri WELL N 02'39'30" E BLOCK CURB ; v ^ O BIELGLAN STONE DRIVEWAY a ' m1n i BLOCK CURBS c 6ep3 u �I ARCcd 3 1nOy 3W � 336.81 U 22' SITE PLAN 136' zz9 _ a SCALE: 1"=20'-0' a ^ g �Oi'Oy X00 D a dY,y dp .LA0�0�2- �nz Ev Et dFa o'u'13 w a O O 45G Ir N 3 m U " X x a o � 5y � $p DRAWN MH/M6 Qe SCALE 1/4•=1•-0• PY" loB u �L2334 March 25 2019 O_F NES SHEETNL`MBFR S-1 REVISIONS SITE DATA: SCTM#1000-113-06-13 DESCRIPTION- TOTAL LOT COVERAGE EXCAVATE: FILL 4 PROPERTY 13610050 Fi 031. EST nDAREAOF 2000SQ FT - GROUNDOBTURBANCE E%ISi1NGHOUSE I—oso F PROPOSEDSOUTHADDOION 2RRDSQ FT 21°b 100CU YD 20 CU YD PROPOSEDNORTH2ND—K 1350SQ PT -5MNG DETATCHEQ GARAGE TB 1 SQ FT 5 3%- - E%ISTNGs.- 10215Q FT PROPOSED DRYWELLS D) - I2 CU YD SN YD TOTAL 25072SQ R 184% 112-YD 25N VD CIO MEETS ANDBOUNDS BY NATHAN TAFT CORWIN 0 0 DATED JULY 6,2015 E-'i zz ' � a GO n 0 W r Q S• } g O O < N/0/F GROAS HAY BALE OR SILT FENCING c 2 STORY e 332.1 1' a unr r Ji91 47 z q� S 0�-08'30'F E FRAME HOUS of ?r wi' ir,,r �'n <2- mg G58 8S` F �� c m BELCIAlI BLOCK CUBE a' 121.02' 02'E. 322' PRBORNTAE � 463' n WOO I' PATIO WP1X 3 WOOD DOCK 1-1/2 STORY;, a �.ov` - � n � � �4 eW I I� w�m C O Q ,� Q / I:oa I �.� m :� .� 1-1/2 STORY `-' •I' N rc� �I ,� o &Pwvj DRIvEWAr." , FRAME GARAGE 8 -� _ ?< d e�A G^P°^ I�P' Y iY a a mfgg FRA-ME HOSE /� _ I�II ASPWy,T ° °• ' 322' BRICK WALK ;g Dwo , .�.` ,�6I,�,�' I ikl N^ 0 µ3� 'EK'AY n. Pmn "°° 4 c'""°+'1 '\ Oma- 0 Ax CO P� Fii O z 1 n O C ° 0.21E• WALL WALL 4�'�v"' -_ _i i '1ooi i'� 3 !� O U ftTl_J a &q I� 02W • .o 02'E RE ��g 00 `�f 111 - .D "'f a N 02'39'30" E ' .BEL .ocx-7 ° � --- 0 qqq eEtc SfONE DRhEWAY $ BLOCK w4 CURBS A\I U ARGEN PERI 3 oN 3�YY n336.81' r` ^ O 1$z 108' W `\? zzs 122' SITE PLAN 0 136' W �. (QpO2t SCALE: 1"=20'-0' a flJltl ,pz o^ w a�Z �w3 U� fx r OT F A DRAWN D9I/MS 1•�-iF°v�:... tl Vv�'1 .- SCALE 714-=1'-' JOBfY --_ Nb.h252019 SHEEPNUMBE& S-1 REVL91ONS 21'-4' 21,-4• I'-10' 13'-5' 10'-9' a)' 113'2• .�`- 13'2° �-INE OF PROP DECK ABOVE NEw I— NEIN(2)2210 _ __C_)zz oEk - d GIRDER GIRDER E 111112.10 LEDGER u/ d®V PROP 5GVARE n-®V TC-CO.E%'mILAG O PROP SECOND ° COLUMNS FOR PROP ° BOLTS 5T ® FLOOR DECK I I +�'L, DECK ABOVE M?3) �° 32°OL AGdFRED ��� I CXWIS 6060 SLDR 6068 SLDR CXWIS CW235 GW235 I � � JL �y EXIST I II m T BEDROOM I CIO EXIST BEDROOM EX15T LAUNDRY `f I m 1 j l mW7 �y'� j j EXPANED EXPANED BEDROOM BEDROOM j 1 R)SH BALK EXIST U f _ _ BATH WALL FOR46 L -GL GL GL GL I I I 1 Q EXIST sT P y 'I- Li +6e Z BATH +�sr _ `>e— N6 I 11'_3• .�4'-0° � I � GL 0 EX15T n' u _ I —3'_11• ED; Q dE1 111 KITCHEN o Op 4 m GL ) 4 _ QH BALK EXIST DW DN COUNTERTOP AS ;ie INEEDED I --- 4'-b° 1 REPLACE EXIST _ �X2'-0•� DOOR/WINOOW UNIT N/ Q� IN-KIND UNITS-VIF SIZE O I W� a� z O �U I I m PROPOSED c EXIST o b n REG ROOM U i6 LIVING ROOM U '" I $ I U I I RELOCATE EX15T IFIRE PLACE w/ NEW H'VENT _ U IFW6 12068-4 I __ _ _ }y "Fa ry+b +s y G $ CXWI6 x o i c 2 PROP 24•HIGH KNEE I I m WALLS O PORCH I u PROP 5EGOND `✓PROP E FLOOR DECK U5 3 SCREENED I 4 I 4 (OVERPROP SCREENED c. IN PORCH m m IN PORCH BELOW) (CONDITIONED) I I 1 PROP r d-I PORTER 6 'S7 POSTS(il'P) fn PROP LINE to PROP LI u •G`] u�l 3 b 1 WT x I PROPOSED 5EGOND FLOOR PLAN STALE I/4'•I'-0' I I I 1b I DRAWN VClMS SCALE JOB SqtT PROP D FIRST FLOOR PLAN I SHEE NUMBERS .5E SCALE. I/4' I'-0' PERMIT SET (03/01/2018) -UPDATED 09/14/2018 A-1 REVISIONS PROP PROP SECOND_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ VI FLDOR VAULTED — — — a _ _ _ _ _ _ _ _ _ _ — _ _ CEIz LING _ ^ ss �� E O NEW CEDAR 1--1 NEW SECOND - FLOOR PORLH W W 36'HIGH RAILING to y `Sl EXIST _ SECOND FLOOR z R) 111111 0 NEW LIGHT((11'P) oIllil Will Will lillil HIIIIQ m NEW 12'50 EXIST®NOFIRSTEND FLOOR RTH — p EXI5T GRADE (VARIE5) EXIST FIR5T FLOOR B SOUTH END U Q� T EXISTING NORTH ELEVATION PROF05EP NORTH ELEVATION 'L? 79.1 STALE. I/4' I'-0' SCALE. I/W=IW o m az o� PROP RIDGE ElN C 0 1(till 11 Will Hill till 11 till 11 Ill 11 till 11 Ill 11 I'll 11 till, 111111 111111 tilill it 111 11-1 w°O S a PROP SECOND_ O^ � FLOOR VAULTED CEILING 111111 Hill 11111 It III 1 1111 1 11 it x �o Hill lill till ff I' fi ;l U ow3 s a V m EXIST fr' /i sf Hf Mil Hill 11 Hill 11 H EA5T FIRST FLOOR ®NORTH END m —oo �L IF -1115T FIRST FLOOR c� ®SOUDi ENE) — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EX15T GRADE (VARIES DRAWN VCIMS T EXISTING SOUTH ELEVATION T PROP05ED 5OUTH ELEVATION SCALE JOE 4 SCALE. 1/4'.1'-U SCALE• 1/4'-I'-0' March Isy 2018 SHEET NUMBER PERMIT SET (03/01/2018) A-2 REVISIONS ROOF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PROP SECOND— — FLOOR VAULTED — — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CEILIN6 0 H ry �yy `TJ CIO EX15T SECOND FIN FLOOR — — — — — — — — — — — — — — — — — — — — — — — F-1 ❑ ❑ A EXIST FIRST FLOOR 0 NORTH END GRADE — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — p VIF EXIST FIRST FLOOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ®Sa1TH END EXISTING WEST ELEVATION v � ez 0 x� g U c � U � c� U PROP — — — — — — — — --- — — — — --- — — — — — — — — — — — — — — — — ROOF a PROP SECOND— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FLOOR VAULTED GEILING lull 111111 Illull lull III I Hull Hu Will IIIIII dull IIIIII I I It It 11 It 11 11 11 11 11 11 11 11 It 11 It It 11 11 11 11 11 It 11 11 1111 11 1111 11 Hill 11 111 11 "1 It Hilil Hill limit IIIIII III IIIIII IIIIII Will 111111 111 1111 jull lull .2d Hill luill Ill 11 Hill Hu"I I9 f✓ R' ;s NEW SECOND �y 3 FLOOR PORCH w/ I It I 1 11 1111 It I I I I it 11 11 11 1111 11 It I 1 11 1111 11 1111 11 1111 11 H I 111 11 W HIGH RAILIN6 111111 1111 11 lilt 11 IIIH 11 11 Ill 1 11 Ill 11 till 11 111 It Hill 11 1111 1 till it Hill 11 Jill 11 Jill 11 Ill 11 Jill 11 Illi 11 loll 11 Jill 11 111 it III it lu j Hill 11 11 1)11 11 It 11 3 $ EX15T 5ECON0 — — — FIN FLOOR — — — — — — It 11 11 111111 11$1 it I I 1 11 1111 1 111 11 111111 IIIH 11 till I III It III]D 1 1111 111111 till 11 Hill 11 111 It 11H 11 11111 itil 11 11111 1111 111111111 litillillillill Hill — — — — — I 11111 111 it Ill 11 Ill 1 11 111 11 Ill 11 11 11 11 Hill It Hill 11 111 It 11 Ut 11 Jill 11 111111 Ill 11 111111 Ill 11 Ill 11 Ill it IIII it lul 11111 1 IIH 11 Ill It HII 11 HII 11 lilt 11 111 0 Mull Ulf null Jull Bull null ED] I it 11 It 11 1111 MY EXFLOOR e NORISTTHIENRST DF — — — — — WHEN p ilull 111111 1111(1 111111 pull 111111 111]1[H1 Q GRADE m ARIE5-VIF EXIST FIRST FLOOR — — — — — — — — — — — — — — . — — — — — — — — 0 SOUM END GRADE (VARIE5- T PROPOSED WEST ELEVATION VIF) SCALE I/4'•I'-0' DRAWN VClMS SCALE. JOB It Septemberi4W,2018 SHEETNUMBEJL PERMIT SET (03/01/2018) -UPDATED 09/14/2018 A-3 REVISIONS PROF ROOF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - PROP SECOND FLOORVAULTED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CEILING - z 0 H w a EXI5T SECOND `C7 FIN FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - 0� a NO FIRST FLOOR Q GRADE (VARIES-VIF) Lj�iI EXIST FIRST FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ®SOUTH END- - Q� U ' N EXISTING EAST ELEVATION n o 0 o xa o U PROP cd a G o PROP SECOND W o FLOORVAULTm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o. - CEILING I 1111 Ill 11 Ill I Hill 11 111 11111111111 IIIIIIHI Jill Illikillill 11 I6'SOFFIT -_ - - __ __ 1111 lillim, Ili 111iij Hill Hu a aHill Hill! IIILII lillil lillif 111111 11 _ NEW CEDAR a' I It 1111 11 1101 1 1111 11 1111 1 NE3qSECOND �V SHAKE SIDING FLOOR PORCH w/ m `I NEW SECOND 36'HIGH RAILING FLOOR PORCH 36'HIGH RAILING IIITII Mill Ill a a EXIST SECOND FIN FLOOR 1111 11 Illilt Milt 1111111 11111 111111 Hill IIIHIIHIIII 11111 Ill PROP 51,REENED - ❑ IN PORCH _a� y'i W O cEll NEW 12"50 u "� COLUMWS ^ N EX15T FIRST FLOOR- ®NORTH END- - - - - - - a m GRADE (VAR1E5-V1F) Q 155017 FIRST FLOOR PROP05EV EAST ELEVATION SCALE I/4'•I'-0' DRAWN VC/A75 SCALE JOB# Sepl®b,141h,2018 SHEETNUMBER PERMIT SET (03/01/2018) -UPDATED 09/14/2018 A-4 i J REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USETHE FOLLOWING ORAPPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRLICTION FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCDONSTO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY CUMATIC It GEOGRAPHIC DESIGN CRITERIA GROUN WIND SEISMIC FROST WINTER LCEMIEW ROOD 4•MAX. SNOW SPEED DESIGN FATHER UNE TERMITE I DECAY DESIGN UNDERIA HAZARDS KMGSTUDS LOAD (MPH) CATEGORY DEPTH TEMP. REKEVIRFD �17y_ MODERATE SUGM TO 20/15 170 B SEVERE 3 FT TO HEAW MODERATE II HONE - 4'DIA.MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER 1)Untef IXMnthe noted.all framing notarial to be It ACO pattee Treated hmzre RIDGE HEADER All fadme rr,hanger and andion to be galvnJml or daiNes deal 2).Gndm for deck)mshw be bolted or erxhned to tech Pont or pierssnth wathertand nuts Z Gsdm as concrete Plat,shall be ad—d wdh proper steel connectoe andtored 1/2' RAFTER JACKSNDS Into mmetewkh o mtndnum din x T long andmr holt with .A—and-U w 31.Peds svppodinggbden shah be wicto ed to a minimum 24W4'.Ir thhk concrete foating.Use a minlmmn V2'dla x T Long a dwe bolt with washers and nota Foatiags Shall be 3 tt.below grade. RAFTER-TO-LEDGER CO MEMON 4)DedcJohu to have worwng at 8D ad. r--s 3EDGERTO BE CONNECTED TO BLDG.USING V!'DIA.BOLTS 16'00 WITH WASHERS HEADER TD-POST/SND CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIIE USP NUNfBER DE$CRIPnON APPLI�:E IACATK7N USP NUMBER DQCIUMON APPlIGT10N 5).Fbehlag dmB be Ndalled betwaes Vn bdlding end ledger lapping up the sMathng STAIR RAILING LOOLTION USP NUMBER DESCRIPTION APPLICATION 2x62xB L52fi IBge.SIOPF HANGER APPLY TO EACH ALLOPENWCS LSTA72 I-V45d2'20ga.STRAP APPLY TO EACH JACK STUD and nam,at hat ledger Ledger w be faderod to buwm with V2'dla,both with wmhm ROOF ISTA24 I-V4Sd4`20ge.S7'NAD APPLY OVER RIDGE TO EACH RAFTER 2X10 15210 151ga.SLOPE HANGERAPPLYTO EACH ALLOPENINGS RT30RRI7 TYDOWNANCHOR APPLY TO EACH CRIPPLE STUD W I-1RSPACE 6).Ceiaete plea shall U a mintmwn 6 atim egrade. MINIMUM 7).AN Joint to be mpported with hinges and amhao.Each Jota shall also be anchored Drder(s) yy HANDRAILS RAFTER 8)8)Coveted Rnoh slug be rusanbled and anchored the same manner e a typical building "q 9).Lha Ampsoo tang-and androD wlth Z-MAX RNa Ripple protcdmating or equal Cn r t RAFTER fory mnfae whh ACO z O 1-•a TOP PLATE POST HANDRAIL NOTES —ST. PLATE All reWred hand f s dull be of one of the folloharrg ye p1--1 a pr-ided etgdvdent gsaspabltity. A RIWDECKIOIST o 1)Type L Handrall with drador aha section doll have an �'r4• OPEN BALUSTER ATTACHEDTOWALL W��D WALL 57UD oVMde dlamete of at leaf[l-V4 NCheS and cot greater fl tan 21nd=lfthe hendgn Is not drodar It shag hese e Perimeter dim.km f d bast 4 bents end not gnmter HANDRAIL CONNKT70N RAFTER TO PUTFATUD CONNECTION than 6V4 a d-with a mmmnwn cross s wm o/ ALL HANDMiLS SHAILBECONIWUOU5 THE FULLLENGTH RAFTER TO FUTEATUD CONNECTION LOCATION UfPNUMBER DESCRIPTION APPLICATION dlmendon oft-1/4-dos. OFTHESTAIRS HANDGRIP PORTION OF ALL HANDRAJIS LOCATION USPNUMBER DESCWPSION APPLICATION CONNECTEACHType It SHALL NOT BE LESSTHAN I-V4•NORMORE THAN 2•M RAFTER/PLA RTIS TWO"ANCHOR 2) innd sAaB1pvcWde graspable flrger rcffiNs err®onr than 1/both CONNECT 7O RAFTERTO PLATE POSE-T60ECK CONNECTION 4'-6•RAFfER 0.710 10.3/4•xlBga.TV00WN ANCHOR dj FACN RAFTER PUTFJWALL SPTH4 SND RATE ANCHOR P fa&um s begin V CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CONNECT OVER USEMW R)7/2'DLIGALV.BOLTf WDT1WAMfAf AND NUTS dee of rhe 4Inc The MII widna lett PROVIDE AN EQUNALI'NTGRIPPWG SURFACE B'-12'RAFTER RT20 2I-1/8'x 20ga.TYDOWN ANCHOR CONNER70 PUTFSTO EACH STUD potanre of314profile danea efrom Kaeit5/ � EACH RAFTER portion hin 71 Profile end there wicked a d por alert lead 5/16 irxh wiMin T/e rued depth the l—ipodwrr M the ea prorue The scgwrd depth doll msdlnue for at lens!3/9 •o w Irch Loa level rlvthaol leu euni-3/41ndx+below Ura .� m G 4'MAX taIle[porton of the prone The madm an Wdih of the handmll above she reser shall be 1-1/4lndre to a 4•DU.MAXIMUM j}- maramum of2.3/4 inrhe.Edger dull Faber a corn.— f-a•i o GIRDERIHEADER redha of 001 lndr •^ y GIRDER/HEADER a--i x0 NAILING SCHEDULE JOIST POS ICOWMN RODE S EATMNG POST/COWMN NAIL NAIL JOINT DESCRIPTION SPACING NOTES U STRUCTURAL PANEL I Bd AS PEATABLE 38 GIRDIESIM DER WFCM-SBC PO57 TO{.IRDER:. ENDER CONNECTION ROOF FRAMING LOCATION USPNUMBER. I DESCRIPDON APP1IGTON JOINT DESCRIPTION NAIL NAIL NOTES QN SPACING 4x4 SOUDCDIUMN PBS44/➢BSFM/KC44 POSTCAP ANCHOR APPLY TO EACH COW MJ4 RAFTER TO SWAIL-3.8d COMMO EACH SPLICED JOISTS OVER HEADER/GIROER TOP PLATE IDWALL-Rd COMMO RAFTER TOENAIL LOCATION USPNUMBER DESORPTION APPLICATION 6x6 SOLID COLUMN PB566/PBSL46/KC66POSTCAP ANCHOR EACH COLUMN pOST-TOLIRDERMEADER CONNECTION o HOLLOW COLUMN SIMPSON STRRt2 H.C.ANCHOR APPLY TO EACH COWMN CETUNG101ST 9WALL-Mil COMMO EACH T06NAIL JOIST TO GRDERMEADFA RPD TYDOWN ANCHOR COKIN TTO EACH IOIST VSE MIN R)I/2'DIA.GALV BOLTS WITH WASHERS AND NUTS TO TOP PLATE ID WAIL 4-Bd COMMO JOIST ` R3 CEIG ANG 1015770 Af A LE 3 7 EACH FACE �, S PARALLEL WFCM RAF7ER WFCM-SBC LAP NAIL x � CEILING JOIST UPS AS PER TABLE 37 EACH FACE OVERPARTTUON WFCM-SEC IAP NAIL O•�-' s''' STIR COLIARTIE AS PERTABLE 3 4 EACH FACE EARWGPUTIi TO RAFTER WFC. -SBC END NM GIRD EIL BLOCKING EACH TOE rS ^�j TO METER 2-8d COMMON END NAIL 5 {d` RIMBOARD, It Vt TO RAFTER 2-i6d COMMON END NAIL u WCODJOIST fi i WALL FRAMING .croc c5 3 LEDGER 11NAIL NAIL G GIRDENHUDER II CONCRETE PIER JOhff DESCRIPTION CITY SPACING NOTES WOOD JOIST WOOD JOIST STOPLATE O 3-I6d COMMOI PER FACE NAA TOP PLATES AT JOINTS FACE ••�- 4-I6d COMMO '• INTERSECTIONS FA SIDE NAIL FLUSH J[XSTSWRH HEADENGIROEA DOUBLE 2z MOT0 24` FACE CEILING JOIST=CONNECTION CONNECTION (MINIMUM) =0 2-16d COMMO OC NAIL U ALL IOLfTS CONNECTED TOA RUSH HEADER TO BE SUPPORTED WITH 11 FOR HEADER HEADENGIRDER-TOFOST CONNECTION HEADERTO 16-OC FACE LEDGER TO BE CONNECTED TO BLDG.USING IM DIA BOLTS 01600 WM-I WASHERS THE PROPER STEEL CONNECTOR. II OR BEAM 10CATION USP NUMBER DESCRIPTION APPUCATION HEADER I6d COMMON MONO EDGES NAIL r IF ABLE,SET FIR JOISTS APROX V4•HIGHER THAN IVL HEADERS Frlat+ TO ALLOW FOR SHRINKAGE. ROD II (2)BEAMS PAU44ORWE44PO5T/BEAM ANCHOR APPLYTO EACH PIE TOP OR BOTTOM 2-ITx1 CO PER 2z45ND END r�r REOUINED I PUTILTO SAID 11,Ed COMMO PER Bali MD NAIL a F00.5TLJ (3)BEAMf PAU660RWE66 POST/BFAM ANCHOR APPLYTO FACHP BOTTOM PLATE TO '4J FLAMING TUCKED UNDER �( ENDJOISC OR BLOCKING 2•I6d COMMO FPOOOT FACE NM u F TOP PIECE OF SIDING AND < TAPPED OVER FIRST COFDIN. W PIKE OF SIDING BELOW THREADED ROD DKK FRAMING: VT DIA LAG BOLTSW/WASHERS CNW COUPLERNUT JOIM DESCR[RION Q'ry SPACING NAIL NOES rUIJ CONNECTED TO BLDG 816-OC POST JODT TO. 4-Bid COMMO PER TOE MW [MUM SILT.TOP PLATE OR GIRDER JOIST NAIL ENO DISTANCE BRIDGING EACH TOE wraoa TO JOIST 2-fid COMMO END WALL _ p BLOCKING EACH TOE FLOOR FRAMING •• o MINIM M 70701ST 2-fid COMM END NAIL 2x101575 t ^FNi3 CE BLOCKWGTO: EACH TOE rvata .. a.... I2yd2Y17 •> RLLORTOPPUTE 3-16d C0 BLOCK NAIL ` CONCRETE FOOTING w+aw •a,r� LEDGER STRIP EACH FACE BLOCKING FOR TO BEAM 3-16d CO JOIST NAIL JOIST HANGER UG BOLTS •p J� «� nnn 3.8d COMM DRAWN VC/MS JOIST a LEDGER PER TOE RIMJOIST/BD. A I ' TO BEAM JOUT NAIL HO TOW CO I � TFT =a SIMPSON STILONGTIE MODELSTRRI2 BAND101ST3.16d COMAlO PEA END TO JOIST NAIL SCALL. INSTALLAS PER MANUFACTURES RECOMENDATIONS DECK POST FfG.CONNECTION lOBP JOIST LOCATION USPNUMBER. I DESCRIPTION APPLICATION BANDJOISTTO PER March la4201g r 4X4 POST PAU440R WE44 POST/BEAM ANCHOR APP LY TO EACH FOOTING SILLORTOPPUTE 2-16d COMAIO E00T TOENAIL SHEETNUMBER DECKISCIRCH LEDGER.CONNECTION 6X5 POST PAU66 OR WE 66 POST/BENS ANCHOR APPLY TO EACH FOOTING PERMIT SET (03/01/2018) A-5 RMUONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT& GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL CRIPPLE STUD RAFTER WALL STUD BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR JUSP NUMBER DESCRIPTION I APPLICATION y IST ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS zANCHOR TO FOUNDATION W/ANCHOR BOLTS 1--N CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLO DOWN BOTH BOT PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPRON APPLICATION LDC ON USP NUMBER DESORPTION APPLK;ATION RAFTER USP NVNBER DESCRIPTION RIPDON APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2N0 �� ALL OPENINGS LSTA72 1 JOIST DIRECTION 157TH(2)JOISTS UNDER WALL ANCHOR PLATES OF 1ST.FLOOR CONNECT 7Hfl0UGH -/4"x12"20ga STRAP APPLY lD EACH JACK STUD ROOF LSTA24 1-1/4"x24'20go.STRAP LY OVER RIDGE TO EACH R 2x6-2x9 LS2B 10ga SLOPE HANGER PLY TO EACH RAFTER/LEOCEA FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE E FLOORS TO EACH OTHER W/THREADED qOD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2%10 LS210 18ga SLOPE HANGER PLY TO EACH RAFTER/LEDGER BLOCKING 024'OC w WALL SND THROUGH-ROOF EXHAUST �1 VENTS SELECTED AND METAL STRAPLiLLLOCATED BY CONTRACTOR Q� CRICKET AT TOP-SIDE OF VENTILATION CHANNEL FBM BOARD HIMNEY AS REQUIRED RAFTER SILL PLATES) WALL SHEATIi1NC RAFTERS MAINTAIN O .. VENTILATION L FOUNDATION •• ,• •, SIDEWALL FLASKING WOOD JOIST 1r-1 BLOCKING BLOCKING • - _- _ _ : _�` TOP PLATE 2x4 LEDGER ^ FINISH WALL AND LA NG 2x4 SOFFIT JOIST F¢� STRAND L IN ATTACHED PE WALL STUDS UDS BARRIER- LAP FLASHING FASCIA AT WALL--MAINTAIN GAP ATTIC SHALL BE PRONGED WITH A AND ALL WINDOW/OOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICA71ON ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER W900 GIRDER INSTALL 4'0'OC �: THE SPACE VENTILATED. ALL OPENINGS Ir LS7A24 1-1/4"x24'20ga STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN SCREENED VENT N ILL OPENINGS MESH VAITI MESH PROVIDE HEMMED EDGE AT OPENINGS OF VISTANT i INCH IN DIMENSION ONRN SOFFIT/EM.PLYWOOD INSTALL 4'0'O.C. F1A91MG N FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPUCATION ANO SO AS TD MAINTAIN AIR SOFFITED EAVE B'-14' LSTA30 1-7/4'x30'16ga STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY N ALL OPENINGS / ACTION 4'-8'RAFTER RT10 0-3/4'x Riga TYDOWN ANCHOR ONNECT TO - EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0'OC. ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS V 14°-16' LS7A36 1-1/4'.38°1Bga STRAP AND JACK STUDS 8'-12"RAFTER RT20 1-1/8'x 20go TYDOWN ANCHOR EACHECRA: SOFFITED FAVE DETAIL �1 N ALL OPENINGS KEEP ROOFING NAILS OUT R WDLL OF FLASHING 2ND fl a. ROOFING LAPS BASE V-3 LL—L Li I FLASHING 4 INCHES ,10+`R BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SANE .r-1 o z SIDES 4 UNDER SHINGLES AT MATERIAL AS ROORNO .•-7 SIDES 4 INCHES AND LAPS I NAILED TO SHFAIHINC SHIN(TES AT BASE MIN 4 INCHES THROUGH VENT O �l C WDDD ` JOIST U Ld TOP PLATE T GIRDER/HEADER / SIDE WALL FLASHING WOOD JOIST 1ST.FLOOR WALL STAPPINC TO BE ATTACHED TO WALL STUDS®!8'OC AND ALL VANDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS. WALL STUD FLOOR JOIST DEPTH USP NUMBER OccrRIPTICN APPLICATION AND RAKES--PROVO HEMMED EDGES SO RAFTERS AS TO FORM OHNNAGE CHANNELS AND INSTALL 4'0'OC PREVENT CAPILLARY ACTION 4'-8' LSTA38 1-1/4'x36'18ga.STRAP AND JACK STUDS ELOCAUSP NUMBER DESCRIPTION APPLICATIONON ALL OPENINGS PRE-MANUFACTUREDKEEP SHEATHING MIN 1-1/2' ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED PATH IDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR INSTALL4'0'OC RT15 TYDONN ANCHOR OVER RIDGE TOB'-t6' NSTA48 1-1/4'x48'16ga.STRAP AND JACK STUDS TO PLATE CONFORM TO SLOPE AIR PASSAGEON ALL OPENINGS SPTH4 STUD PLATE ANCHOR IF ABLE,SET FIR JOISTS APRO%,1/2'NIGHER THAN LVL HEADERS y E CONNECT OVER OF ROOF N ALLOW FOR SHRINKAGE&REDUCE BUMP CUTS LATES TO EACH SND c Ei Z " OBL SILL PLATE `�a-2 TERMITE SHIELD I —SUBFLDOR 'V�' SILL CASKET ° WOOD JOISTS k, TYP.CON C FOUNDA71ON O A V CONC. pOwy NEO I GpSKETNE - 2x6/2x5 CONTINUOUS WOOD PLATE G a p y OAMPPROOF EXTERIOR y GRANULAR FILL STEEL COLUMN •• L'e ' ' OV BOLTS BO 48'EAM Rc.STAG (J EMIL Poly ON E%TERKM BOLTED TO STEEL • V A o V > ROOF JACK N GONG SLAB a �. AA )h 7� STEEL BEAM o u5 3 e C A` ).e• N ANCHOR BOLT FOJB EDMENT. •G .e• v y F COMPACT FILL POURED CONCRETE.7- 'Ai 4'x 1/4'x B'STEEL a A e BLOCK L 15' ROOFING LAPS NP AND BOTTOM PLATE KEYWAY FOOTING V • d • FLASHING qT WITH 1/2'z B'ANCHOR BOLT e•a °) G'e .• CONIC FTC 'O C'e ^ USE NTH 3x3 SQUARE WASHERS USE AND TOP 1/Y GROUT •O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) p 0 REINFORCING BM 1 I+ FOUNDATION3'STEEL COLUMN DRAM TILE D' ' ANCHOR BOLT CONNECTION 1 /8'DIA ANCHOR BOL I ° SUPPORMNGTNG MAXIMUU SPACING FLASHING LAPS � (10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM Q CRAWL SPACE OR FOUNDATION I STORY 72'OC TYPICAL CONIC FOUNDATION APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W WHERE NEEDED FOR STRUCTURAL BRACING MIN.3'STEEL COLUMN ANCHORED TO 24'x24',12'CONIC FTG CRAWL PACE OR FOUNDATION 2 STORIES 36'OC STEEL/BOTTOM BEARING I ALL BOTTOM RATE TO FOUNDATION `u, qhJ (SLAB-ON-GRADE) 1-2 STORIES 57'OC ROOF JACKS&VENTS DETAIL u N / r7 CONIC.SLAB DDDR FRAME SUBFLOOR M W GXG 10/10 YgMJ COMPACT FILL GARAGE Tk::�--- W/ —JOIST DOOR n USE 2XB FOR BLACKOUT P.T PLATE4'SLAB BXB WMN \I SLOPE /` 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT AT D SPACE , <1 2 • •• (WITH A NAILING PLATE IF NEEDED) • ' 4'' AT ENO AND d• ' TO BE APROX.1/2'OR HIGHER THAN GRADE ' a "�-- -- - g.6'e ES OF WOOD xe ° STEEL BEAM TO ALLOW FOR SHRINKAGE BEAMS e 'u • • e• (PROVIDE STRAPPING N KEEP JOISTS ALIGNED) 1Y dC' 6X6 WWM --4- •-A - <'• MIN f•E� •: eA dp•e °p•e dA)' ° .e _NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM •°° e• •°w• �SIJBFIOOR d ETNFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM D GRAIN TILE • REINFORCING BAR O••'P u ISi I� pI • 4 jr�� DRAWN VCg45 12' • SHEET METAL/30y FELT UNDER BEAM AT POINT � • • EEL BEAM• SCALE OFCONTACT WITHCONCRETE OR CONIC BLOCK TL ATE(BOLTED TO BEAM) IOBA TYPICAL CONC MONOUTFIC FOUNDATION.REINFORCE WITH 2 REINFORCING BARS 4 3' SHIMS TO LEVEL BEAM M-hIM•2018 ()� THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '• ' REINFORCE FOOTING WITH(2)B4 REINFORCING BARS. STREET NUMBER 3'MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLACKOUT BEAM POCKET PERMIT SET (03/01/2018) A-6 REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS UNIFORM CODE:2015 EDITION PLAN CONTENTS: 1) RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strep shall be attached to each pair of rakers In accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE sunDFNnAtovauwc -- - - - When a collar tie is used in leu of a ridge strep,the number of 10d common nails required QTY. SPACING uEE � CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails In the strap RAFTERTO B'WALL•3-8d COMMON EACH BUILDING HEIGHT 1)The Information within this set of construction documents Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE IO'WALL 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ FT.OF CONSTRUCTION Hit PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framingand shear wall connections for rafter,ceilln or truss to to late shall be In CEIUNG JOIST 8'WALU 3-8d COMMON EACH 8 P P 70E-NAIL for generally accepted good building practice and compliance with current New York accordance to table 33.When a rafter or true do not fall In line with studs below,rafters TO TOP PLATE 10'WALL:4•Bd COMMONJOIST PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEIUNG JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION D FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished structurally the to the wall stud with uplift connections-Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC _ LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connechons In accordance with table 3.3e CEIUNG JOIST LAPS AS PER TABLE 3 7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT-BALCONIES 60 2)-The General Contractor isresponsiblecounty dI for ensuring that all work and construction 31.WALL-TO-WALL ASSEMBLY. COLLAR TIE AS PER TABLE 3 4 EACH FACE DECKS 40 TheseCodes federal,stone,manly and tocol codes,ordinances and regulations,etc Wall studs alive and studs below,a floor level shell be attached viii uplift connections t TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes ere to be considered as part of the spedflcations for this building and auordance with table 336.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shag be attached to a common member lin the floor assembly with uplift connectors in BLOCKING 8d COMMON EACH TOE ATTICS w/STORAGE 20 V] 2-accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 Z 3).Dimensions shall take precedent over scaled drawings (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION. TO RAFTER RIM BOARD 2.16d EACH END (LIVE LOADS PSF� O COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 s--e First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift, TO (SLEEPING) 30 4).The designer has not been engaged for construction wpervhton and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 Inches In masonry block foundations,or lapped under construction means,methods,techniques.sequences.or procedures,or for safety the plate and nailed In accordancewith table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTESGAURDRAllS ANY DIRECTION) 200 W precautions and programs in connection with the work There are no warranties for a bottomlate,3 Inch Square washes shall be used with the anchor bolts Anchor bolt QTY, SPACING (DESIGNED FORCAT 0 specific use ex P EXPOSURE CATAGORY (� pressed or Implied in the use of these plans. spaang Is to be spared and sized in accordance to table 32a.In addition to spacing, TOP PLATE TO PER FACE NAIL anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and all TOP PLATE 2.16d COMMON FOOT SEE NOTE.1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5) Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT4-16d COMMO JOINTS FACE OOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE oid 6).The General Contractor Is to ensure that masonry Or prefabraded fireplaces meets 5).TYPE 1 EXTERIOR SHEARWAL �L CONNECTIONS SND TO 24° FACE or exceeds manufacture's Specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel On the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 'Z attached with 8d common Falls at 6"o c at the panel edges and 12•o c.in the field and STUD 0C. NAIL Sym.- 1>a 8 FIRE PROTECTION O 7).The General Contractor u to tumult with the owner for all built-in stems iR Inch gypsum wallboard on the Interior attached with 5d cooler nails at r o c,at panel HEADER TO 16"O.C. FACE SEE FLOOR PIANS such as bookcases,shelving,pantry,closets,toms,etc. edges and 10"o.c.In the field shall be In accordance with the length requirements specified HEADER Ibd COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS) in table 3.15a-b- TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION Q 8).Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3-16d COMMON PER 2.6 STUD NAIL ENERGY CALCULATIONS RESCHECK [� 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO. Q FOUNDATION NOTES: Type 11 exterior shearwausshall meet the requirementsoftable 375a-b times the appropriate FLOORJOIST,BANDJOISf, 2-16dCOMMO PER FACE NAIL CLIMATIC&L GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and mt.to length adjustment factors in table 3.t6 FOOT SEI:NOTE:T,2 END JOIST OR BLOCKING _ _ __ GROUND WINDSEISMIC PRO WINTER ICFSFIIE7D determine intended heights of finished floor(s)above typical grade. FLOOD 7)INTERIOR SHEARWALL CONNECRONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING UNE TERMITE DECAV DESIGN UNDERIAYMIWT HAZARDS Allowable Aclewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).Ail footings to rest on undisturbed Cvirgln)Poll. Interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.42 and 2 2.4 respedlvely. QTY. SPACING 20 LBS. OB B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE 3).Provide 1/2'expansion Joint material between concrete slabs and abutting TO HEAVY MODERATE JOISTTO: PER TOE QJ concrete Or masonry walls axnhnng in exterior or unheated interior areas- 8}.CONNECTIONS AROUND EXTERIOR WALL OPENINGS- Sill,TOP PLATE OR GIRDER 4-Ed COMMONJOISTNAIL U Header and/or girder connections shall be attached with uplift connections In accordance rdance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOWIND LOADS: 4)Arty new concrete wally being attached to existing concrete stnreture shall with table 3 5.Window sill plates shall be have steel connectors In accordance with table TO JOIST• 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE QJ be Installed with N5 re-bar,18'long at 12"o c.Use approved epoxy for Installation 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 7' BLOCKING EACH TOE 5)-Unless 4Inch otherwise noted,all slabs on grade to 6 ire e s I-Concrete to nbe 2-ed COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6.0. Ed COMMON 6'O.C. SEE NOTES:1,3 >' poured on 4 inch thick rand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: 70 JOIST END NAIL � ® OJ n' to be minimum 3.1/2 inch thick.All fill to be compacted to 954E relative density with Where a ridge is to be used we structural beam,the rafters shall either be crotched and BLOCKING TO: EACH TOE INTERIOR ZONE Ed COMMON6"O 8d COMMON®12'O.0 SEE NOTES:1(BOTH FIELDS) 6°maximum lifts(layers) anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3-16d COMMONBLOCK NAIL ® NOTE:2 FOR PANEL FIELD ,.-k z along the open ceiling b ing part of the building-Connechans to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON®4'O- 8d COMMON®4"O-C, SEE NOT ) ES:1,3 ' o 6).Crawl spaces to be provided with a minimum 18'x24°access opening.Install one attached with the above recreme building. 3-ICFd COMMON � x;? 8x16 cast iron foundation vent for every 150 sq ft.of area TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-BdCOMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Constnhctlon Code.A 6-mil polyethylene film shall be applied Over 1).Unless otherwise noted all framing material to be @I ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMO JOIST NAILU - - 1).For roof sheathing within 4 Feet of the perimeter edge of the rooF.including 4 feet on each side of the roof peak, 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts BAND JOIST TO: 2-16 l COMM O PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILLOR TOP PLATE FOOT SEE NOTE:I FRAMING NOTES into concrete with a minimum 1/2"dla x r long anchor bolt with washers and nuts 2).Tabulated 12 Inds o c.-nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with<O 42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).ports supporting girders shall be anchored toe W42'42'thick concrete footing JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2'dia x B'long anchor bolt with washers and nuts.Footings Shall be 3 ft- QTY, SPACING 3).Tabulated 4 Inch o c nail spacing assumes sheathing to rafter/tors framing members with 6>0.49.For 2).Unless below grade.Porches with covered rook shall have 12°dict.concrete piers for the girders. AS PER TABLE 3-B framing members with 0 42<G<0.49,the nail spading shall be reduced to 3 Inches o e Douglas Fir. WALL noted,all framing and structural wood materialmbea2+BTR STRUCTURAL PANEL ed WALL SHEATHING REQUIREMENTS FOR WIND LOADS: e WFCM-SBC 4).Deck joists to have blocking at 8'0 o.c.. `� o CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES S 5,"- 3e Floors,walls,tailings and rafters to be spaced at 16 Inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 such flashing shall be installed between the building and ledger- NAIL NAIL w otherwise. JOINT DESCRIPTION 122-- Ledger to be fastened ro building with 1/2•itis licks with washers and nuts QTY. SPACING G SEE NOTES:1,3(BOTH FIELDS) O 4'EDGE ZONE 8d COMMON 0 6.O.0 Ed COMMON®12'O.C, c, 4).Unless otherwise noted,all bearing wall headers to be(2)2x70#2+BTR Doug.Fr- where needed. Sol COOLERS NOTE-2 FOR PANEL FIELD GYPSUM r O.C.EDGE -rG Bearing wall headers to have(2)jack scuds and(Z)full length studs on each side of all WALLBOARD 10"O C,FIELD INTERIOR ZONE Ed COMMON O 6'O.0 8d COMMON®12'O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shell be a minimum 6'above grade. a openings.Bearing wall window sills shall also have(2)window All plates for Zx4 wail WALL SHEATHING: NOTES 7).All joists to be supported with hangars and anchors.Each Joist shall also be anchored openings between 4'1 and 6b end 2z6 wall openings between 5'11 and B'9-Provide fire NAIL NAIL and blockingwhere applicable. to girders). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Pp QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 I 5)All Flush beams headers to be Installed with heavy duty galvinized hangers and typPANELS 8d COMMO WFCM-SBC ).For wall sheathin g within 4 feet of the comer,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting Joists. PLUMBING NOTES be used. 7/16"OSB 3°O.C.EDGE 6).Double u floor ousts under walls that run 6d COMMON p ) parallel to the floor Jofst and under bathtub. 1).All water supply.drainage and venting to be installed as per N Y 5.Residential PLYWOOD 6'O.C.FIELD 2),Tabulated 12 Inch o c nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the Installed shall be verified for proper load capadty unless noted Construction Code, GYPSUM 7°O.C.EDGE G>0.49 For framing members with 0 42<G<,the nail spacings shall be reduced to 6Inches o c. on plans. Sd COOLERS P WALLBOARD 10"O.0.FIELD 7).Provide 2-5-3/4"thick mlcrolams(height to match floor joists)around stairwell and/o 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING 3).For exterior panel siding,galvanized box nails shall be permitted to be Substituted for common nails. r 1 other access openings unless otherwise noted(typical) •. 3).If wall studs,plates or Joists are mt out during Installation for any plumbing related work NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Veli with the JOWT DFSCRIPfION 17 PROVIDE a/6•TYPEx SHEEfROCxFWEarOPPINGAT IOD MA%IMUM mSTMSCFt mRNON ACC6FBIE ARFAf w 0 B) Dormers conning ss roof rafters are to be supported b1'double rafters on either side P g P P fY QTY. SPACING V6$ Where applicable unless otherwise noted, state code and manufacture'srecomrrrendatbnfor maximum hole size and spacing permitted. xi.IMTALLI C 2 UrrECsANN ADDMO camszMnxLARMS EP.FLOOlve coATwc wacorrrbcrwrtN rico r STRUCTURAL PANELS 6'OC.EDGE J),INSTALLI-Cw7 DETECIOAWAODR10NT0 sMOxEAiAPMf PERFiDOR. Ed COMMO 9).Provide bixking/brldging In floor joists at B'0 o.c.Use solid bloc-ktng In floor Joists HVAC SYSTEM NOTES r oR I.ESs 12"O.C.FIELD N under all bearing walls reRww hryUe.proved am�em"•FlRts1OODNeenhWRor I).Mechanical subcontractor is responsible for adheanng to all applicable codes and safety NOTES: nr�NPddnsin te pwldetmdve draw ox,®Lm b npenm®(bxhsertlml lima hmsronw) u requirements. NOTE mdmrorain dAll p,r k rmaseb&fr ma.mabm.�amnmrm,d nr car 10).Provide Insulation baffles at cave vents between rafters.Install draft blocking as nreuom�rma m Emehms m wind-em,eoonsarhmors maim RmtnP zwloac needed THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR 70 PROVIDE SOIL VERIFY 2)-HVAC subcontractor is to fully coordinate all system date and requirements with the MENTIONED IN SCHEDULE NOTES ONLY, EXISTING CONDITIONS.MINIMUM 30"CAPACITY. 5)m m�lei epe�dsrmd Wausana pm@luv,rndvmaa amrahpaQr,u aha dalse aw noir r 1 m equipment supplier. kwIL C-,W hmE-ii scored rpam duo alio be arebh"tb d d W-b rix-c dre Io �/ X 1).Nailing regmremenb are based on wall sheathing aec a--bwJ am-a-gi-ar1W ba wbo m5ebad"ag b,-io,-enrams 11.Unless otherwise noted,all rook end wells to have a minimum 1/2°thick,4-ply Fir .ahs��corn dr aver w a��»sw. CDX exterior sheathing grade plywood.Plywood ro cover over plates and headers. 3).HVAC subcontractor to provide final SOIL COMPACTION: p system layout drawing and submit k to the General nailed 6°on<enrer at the panel edge-If wall Sheathing Contractor and owner for final review and approval. is nailed 3-ori-center at the panel edge to obtain higher ONEw ms.TO aECUAN oe onr,�wrcMAmwt.coNrRncroR z)uaub�mmcuorenrxwem miotic vakrmleM hMromai rpavrmaraomnat coxa+• ad Unless otherwise noted use 3/4"thick T&C.PTS Fir is Ainishe fl plywood subfloor shear capacities.nailing wsernents for structural TO VMrY BUTPIG SOIL CONDn10M PRpRTO mu- drop m(Arv.,,e so.e a Kyo. adhered with per adhesiveand instewed to floor)chits.Finished floor tobemstalled ELECTRICAL NOTES- P �g� REMOAAND ADD ADDMONAL FILLAS NEWER ) , ,t�,am dr<tr ad +n cur tanand bxao, M.a°.Zdwed°pam" over sulrfloor as per manufacture's instructions. members shall be doubled,oralternateto te connectors, a m e defr.d 1.All elechi®l to be Installed as such as shear plates,shall be used t0 maintain load path zl•COMPACTION OFNLV)F W ND An E ATtFASr COMFA CFOR u�r was dun mmptyu9h dwreix N YS Resdeui.l cine. per N.Y S.Residential Construction Code. 14 otnariT IPERASTM o aBeAND AsrM o usri,coMPAcrTNE 13).All bathroom walls to have 1/2°thick moisture-resistant sheetrock.Garage walls and sonLATlruFrsDynCAkU COMRACMRTO HAVE Frit 4)At op.dnzsammdwas.PIP.and cormdd ue awaoorl-AW risehhefine P-Wcar ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing Is continuous river connected TWED BYA NIOFTEmONALAGENCY FORCOMPACnON. aamemd pmd (-,bvalon to have regular 1/2"sheetredc.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNr1LL FIRST FLOOR DECKCONSIRUCF10N. S)for alit Mbi"d1e of AtlmiaYs cod Poxpr�.m ragNM bymrnmtrLYi RardmaN rode 3).Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol-16d nail per fool mavoxu SUBFLOOa u COMPLETE. sSCCALE vcross 14).All roof with a pitch less than 4:12 shall be Installed with an Ice&Water barrier,or N.Y.S.Residential Construction Code JOHN approved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPDM Month Isx,2018 torch down type material over SHEETNUMFER. 16),All hili plates and wood and with concrete to Ise pressure treated SLIT plates to PERMIT SET (03/01/2018) A-7 be Installed with a foam sill gasketet and cop-r-lex termite shield or approved equal.