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1000-121.-1-1.3
// ¢¢ 0 16'tJ-t' N'/4°24'45 .Iai 204.0~' SOUND AVENUE N S foV~\''j \ \ \ \ \ \ SITE DATA NOTES NOTE: The approved site development plan shall he valid for a period oftkree (3) years from the date of approval as code section 100-255. tDN~INtiit~'5 OtEt~TIt=ICATION ,,GU~VtE'r'o'~'¢ ¢.tE~.TIP I C. ATI ON I, NI NtiP.,'r' ADDITION MAOAt~.I VINF:"r'AF~125 M~t~ltuck, To~n o~ Soubholcl County, N~ York PRESENTATI ON 120 loP4 PLAN'I'IN~ DGHF:ZDUL~ PLANTIN~ NOT~ N S CC liD.Del' LIc~HTIN~ ~'~A~5 PA~KI 5-PL o"© e CC ASPHALT PA"C~h4ENT ~ 'PAP-KIN~ 5,,4 ¢A'~-5 " APPROX IOF CESSPOOL 18'LI'P N'74°24'45, .~ SOUND AVENUE 204,05,' N-/8o I-/'15,"~ N APPROVED BY PLANNING BOAr~D TOWN OF $OUTHOLD /_/' /*'-;:",. fr~,', r EN¢INEEt~'5 GID~.TIt=I~ATION 5Ut~.VE'r'Ot~.'S GEt~,TIt=IGATION I'NI N~=~.'r' ADDITION MAGAt~,I VI N~:¥AF~I:2~ o~ ~l~tti~uck, To~n oF 5outhold Suffolk Oount~, Ne~ York Tax ~o¢ OT,~.ot I000 S~:*To~ 121 Block O[ Lot Ol.D LANDSCAPE ~ ALI~NHENT ] 120 ~2t~.AINA¢I= G~.ITEI~.IA ~ GALGULATION5 T~IBUTAt~Y' AI~A I.I NOB ~1.1 TI~IBU'rAI~' At~EA :2.1 ~XISTINe~ [2t~.A I NACE / / POOLS 0 CC / / CB N-t4°24,4~ .~ SOUND AVENUE N S 00'4 e S~-°~ N 51'I'~ DATA TOTAL APPROVED BY PLANNING BOARD TOWN OF :~TI OLD DAT~ ~,..~ 3/~,j/ P',II Nt~P.'ff AI2i21TION MACAP. I ¥1NEYAP, J2¢ (2t Motf. ltuck, To~n o~ Suffolk County, N~ ~ork Lot OI.B .... ¢ -JUN. ~-~cord o~ ~evl~ion~ ! 5cc11¢: I" : 40' 12o PP.A[NAGE PIPE' I I I I 4000 P51 pP. ECADT CONCRETE NOTE OATC, H BADIN 2' x 4' FLUDH DP. ATE NTB GP. ANITE BELGIAN BLOCK CUP~B 4 ½" x 7" x B" MORE OR LEBB ~ 4oo0 ON COMPACTED BOIL BINDER COURSE ~--4 21 DI~Y DENDE AGGREGATE ~G" DTA~ILIZED BOIL BADE ASPHALT PA'CEMENT 5EGTION ~ t~I=L¢IAN BLOC, F. GU~4B TOPSOIL COMPACTED DOlL/ 4000 PB[ CONCRETE AT 2& DAYD ON COMPACTED BOIL MADON RY OVEI~-I~,U N / RECYCLED CONCP-~-TE / / BABE COUP, DE COMPACTED DOlL MA~DNI~,'r' OVt~t~,-t~.UN ~ETAIL NTD ~BEO h41XTUP-.E 3" TOPDOIL ¢ DEED 4- I/2 "OF ¢/4" 5TONEBLEND BABE G" DTABILIZED 50fL DLJB-DAB~ PAVEMENT 5E,~,TION NT5 1~ WEARING COUPE 5II BINDER CO U P~5 E ASPHALT TUt~.NDO~N NTB ~ W~ARING COUP~BE k%'%-- G" DTABILIZED BOIL BADE 4000 PDI CONCRETE - AT 26 DAY5 ON COMPACTED BOIL N DATE APPROVED BY PLANNING BOAR, D TOWN OF $OUTHOLD // k~INER'r' AODITION MAGAI .I VI N;:'r'At D 5u~o[k Ooun~, N¢~ York OETAIL5 ~,e~cord o~ ~¢vl~lon~ 5co1~: ~' = 40' N PAUlINe ~,ALC, ULATION ,~ANITA~¥ 'N'IEADIJ'F~:E~ENT,~ A 51T~ DATA TOTAL AR. EA = 245,q'/5 50. FT. O~, 5.¢4,~8 AC.,. ~UP.V~¥O~.'~ ~E~TIFIC~ATION 5Ul~',/E'r' FOR MAOAP. I VINtD'r'AP425 o~ ~latd;ituck, Town of Doug. hold Suffolk. Coun~;~, N~ ~ork La~ 01.5 [ A,~-BUILT DU~V~¥ ] ~le~ I" = 40' PLANNING BOARD MEMBERS MARTIN II. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III DONALD J. WILCENSKI PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hsll Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 November 1,2011 Ms. Linda Bertani 1380 Oakwood Drive Southold, NY 11971 Re~ Final Site Inspection for the Site Plan of Macari Vineyards & Winery, LTD 150 Bergen Avenue, Mattituck SCTM#: 1000-121.- 1-1.3 Dear Ms. Bertani: The Planning Board, at their October 31,2011 work session, found that the requirements made in the letter dated September 13, 2011 have been completed and the site is now in conformance with the approved site plan. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process do not hesitate to call this office. Sincerely, t Martin H. Sidor Chairman Cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L~ TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, N-Y Telephone: 631 765-1938 Fax: 631 765-3136 september 23, 2008 Abigail Wickam, Esq. P.O. Box 1424 13015 Main Road Mattituck, NY 11952 Re~ Site Plan Approval for Macari Vineyards & Winery, LTD Located at the intersection of Bergen Avenue and Sound Avenue, on the north side of Sound Avenue, in Mattituck SCTM#1000-121-1-1.3 Zoning District: AC Dear Ms. Wickham: The Southold Town Planning Board, at a meeting held on Monday, September 22, 2008, adopted the following resolutions: WHEREAS, the applicant's representative Abigail Wickham, Esq., submitted an amended site plan application on July 31, 2008 for additions & alterations to an existing winery on a 5.6 acre parcel in the A-C Zone located at the intersection of Bergen Avenue and Sound Avenue, on the north side of Sound Avenue, in Mattituck, SCTM#1000-121-1-1.3; and WHEREAS, on August 11,2008, the Planning Board accepted this application; and WHEREAS, on August 12, 2008, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Town Engineer, Architectural Review Committee, LWRP Coordinator; Suffolk County Planning Commission, Mattituck Fire Commissioners; and WHEREAS, the comments from those agencies referenced above were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on September 15, 2008, the Southold Town Building Inspector reviewed the plan and certified that the proposed use as a winery is a permitted use in the Agricultural Conservation Zoning District; and Macari Vineyards & WinerY1 LTD Pa.qe Two September 23, 2008 WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131H, has the discretion to waive the public hearing requirement for applications involving modification to existing structures with no substantial change to the existing footprint, that the modification will not require significant changes to the existing site design features. The Planning Board has found that the public hearing for this application may be waived for the following reasons: this is an existing site that had previously been before the Board for a related site plan application approved on July 19, 1990. The uses on site have not changed; it has been determined that the overall proposal would not have an adverse effect to surrounding properties; and WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C. of the Southold Town Code, has the discretion to waive any or all of the requirements in §280- 133 for those applications involving modifications to existing structures with no substantial change to the existing footprint. The Planning Board has found that requiring the entire set of site plan application requirements for this site is not necessarY to further the objectives set forth in Town Code §280-129 and maintain public health, safety, and welfare for the following reasons: the application is for an amended site plan previously approved by the Board, and the parcel has been used in the same configuration as previously reviewed and approved; therefore, be it RESOLVED, that the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) (6 NYCRR, Part 617.5 (c) (3), has determined that the proposed action is a Type II Action, and not subject to review under SEQR; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the public hearing requirement and site plan application requirements, except for the following items: §280-133 A. (1), (2), (3), (4), (5), B. (1)(a), (b), (c), (d), (e), (f), (g), (h), (j), (k), (3) (a),(b),(c partial), (d), (4) (a),(b), (c), (e-partial),(f), (g-partial), (h), and (i); and be it further RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and determined that the action is consistent as outlined in the September 15, 2008 memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board grants approval, and authorizes the Chairperson to endorse the site plan entitled "Macari Vineyards" prepared by Howard Young, Land Surveyor, dated September 2, 2008. Please also note the following required by Town Code: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. Macari Vineyards & Winery, LTD Pa.qe Three September 23, 2008 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the approved site plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the approved site plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Chairperson encl. CC: Southold Town Building Department w/map Southold Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements listed above that must be satisfied prior to the issuance of a Certificate of Occupancy. Plannin,q Board Work Session Pa.qe Three October 31,2011 Location: n~e~ ~0~n.er_of_ ?.e_.p0"t ..La n.e a nd...NY.S. R0~.t.e. 2~ _in....~._u_t~.o..g.ue Description: This site plan is for the conversion of an existing dwelling to professional ............... +..0ff. ces~9.~a_~0..~.~,~s~c[...f~.._p~?cel in the p~0..Zo.n_i_ng_.D.!.,~.t.r~ict: ........... Status: ~ Ac"t.~n Attachm~n.ts Letter Location: i 150 Bergen Avenue, at the intersection of Bergen Avenue and Sound Description: i This site plan is for additions & alterations to an existing winery on a 5.6 i acre parcel ocated in the A-C Zone. Status: ~' _ Action: i Review final site inspection letter for C.O. Project name' Metro PCS at Penn Lumber i SCTM#' ~ 1000-141-3-38 1 Location: Description: This application is for site plan and special exception consideration to affix public utility wireless antenna at a height of 75 feet to the outside of an existing 100' foot flag pole and install related equipment on the groundi at the premises located on a 3.8 acre parcel 400 feet east of Lipco Road Status: Action: ~ p,e~!~..W...f?.a!...~!."te...i.~s.P~.c"t.!gq, !.e~E.f~.E..~.:~: A~t~(~!~.~ents: i....D.~:aff._ L~.~e? Submission Without a Cover Letter Sender: Subject: SCTM#: I000- Date: ! Comments: GRAVEL, INC. 35180 Route 48 · P.O. Box 608 · Peconic, NY 11958 Office (631) 734-6800 · FAX (631 ) 734-2318 · Evening (631) 765-2382 October 19, 2011 John Bertani Builder, Inc. 1380 Oakwood Drive Southold, NY 11971 Re: Macari Winery Drainage Affidavit Site drainage improvements to Macafi Winery installed between August 13 - September 15, 2009 include: · Moving existing catch basin at driveway entrance for wider road. · Installing 1 new catch basin on the north side of the traffic circle connected to 2 drywells 10'dia. x 10'deep each. · Installing 1 new catch basin on the south side of the traffic circle connected to 2 drywells 10'dia. x 10'deep each. · Connection of all new roof downspouts into drywells. All drainage was installed as per approved plans by Young & Young. Respectfully submitted, John D. Hocker, P.E. Vice President Marine Construction · Dredging · Precast Cesspools · Grovel · Fill · Topsoil · Excavating and Land Development State of New York County of Suffolk: ss.: On this I C~ day of 0Cq~/ ,2011, b. efore~ me, the undersigned, a notary public in and for the state, personally appeared O'ohD ~ b]0C~32 t/ , personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that be/she executed the same in his/her capacity and that by his/her signature on the instrument, the individual or the person upon whose behalf of which the individual acted, executed the instrument. REGINA L. CARTSELOS Notary Public - State of New York No. 01 CA6198908 Qualified in Suffolk County My Commission Expires January 5, 2013 ( d No~tr~Public PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III DONALD J. WILCENSKI September 13, 2011 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-S136 Abigail A. Wickham, Esq. P.O. Box 1424 Mattituck, NY 11952 Re: Final Site Inspection for Macari Vineyards Site Plan SCTM#1000-121-1-1.3 Dear Ms. Wickham: As you are aware, we conducted a visit to the site referenced above on September, 2011 for the purpose of a final inspection prior to a Certificate of Occupancy being issued by the Building Department. The Planning Board reviewed the site inspection results at their September 12, 2011 Work Session. While the site work appeared to have met all the requirements of the site plan approval, we must withhold our approval of the final site inspection until the following is received: Please submit a drainage affidavit from a licensed engineer to ensure that what was constructed on site strictly meets or surpasses the drainage requirements and design approved by the Planning Board and Town Engineer according to Chapter 236 for Storm Water Management. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner CC: Michael Verity, Building Department James Richter, Office of the Town Engineer John Bertani '~thold Town Planning Board Work Sesgn September 12, 2011 Page Two Proje .c~...name.; .......... owen.Construction i SCTM#: 1000-102-2-12.5 Location: n/e corner of D~'~[.~'~ Description: i This site plan is for the conversion of an existing dwelling to professional offices on a 20 224 scl ft narce n the RO Zon n D str ct ~tatus: App r.0ve..r~.e nd? g. ! n~sp~.~t..9_~ ............................................ Action: Rev ew s te nspect on i'~i~'~i~ .............. i}~;;'~'~[~'F ...................................................................... ~E0j~(~ ~me: Macari Vine~.a..rd~ - As ~uilt j SCTM# 1000-121-1-1.3 Location: 150 Bergen Avenue, at the intersection of Berge~'"~l~ ~nd" '§~J~J , Avenue on the north s de of Sound Avenue n Matt tuck i acre parcel located in the A-O Zone. ct,on: ~ Review s~te nspecbon. Attachments: Draft Letter 5:30 p.m. Review Public Meeting Agenda Discussion: 1. Executive Session - matters in litigation ~ni Buildeps 631~S3916 John Bertani Builder Inc. 1380 Oakwood Drive Southold, N.Y. 11971 (631) 765 -1594 FAX (631)765-3916 p.1 150 Be~en Ave. NI=;-':;~, NY 11952 SCTM: 1000-12t44.3 September 1,2011 Southold Town Planning Board Att: Brian Cummings Main Road Southold, NY 11971 Dear Mr. Cummings, I am reClly requesting a final inspection for the amended site plan for ~ above. If you have any questions please contact John Bertani at 51 6.383-0160. Thank you. Sincerely, Unda D. Bertani Vice President PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JOSEPH L. TOWNSEND DONALD J. WILCENSKI December 7, 2010 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 761~-3136 Young &Young ATTN: Doug Adams 400 Ostrander Ave Riverhead, New York 11901 Re: Macari Vineyards & Winery, LOCated in the Hamlet of Mattituck Site Plan Review - SCTM# 1000.121.1-1.3 Dear Mr. Adams; The Planning Board reviewed your amended aS-built site plan dated July 6, 2010 laSt revised November 15, 2010 at the December 6, 2010 work session and approved the map changes regarding parking on and off Site. Please contact the Planning Department for an inspection once all site work is complete. Thank you. Senior Planner cc: Planning Board / , $ ~ / . o~ ~. ~ / / STONE NE~ PA~ENT EVENT PA~KIN¢ A~A " 42 STALLS "~, ~', SEP 27 20~0 PA~KIN~ C, ALC/ULATION DANITA~Y HEASUt~EMENT5 A ,~I"T~ ~ATA TOTAL AF~EA = 245,q'/5 SQ. FT. O~. 5.1D445~ AC,, 5Ut~V~'r' FOR I'4AC, AW.I ~t ~ottl~uck, Town of 5ou'chold Suffolk Oountg, N¢~ York Oount~ Tox ~og Dl.trlct IOOO S.ctl0n 121 sJ~:u OI [ AS-BUILT 5t.IRV5¥ ] Wa~m¢rd aP ~.¢vimionm 5~oI¢: I" = 40' WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, December 6, 2010 4:00 p.m. 4:00 p.m. Applications: Location: The open space area of the property is located on Bergen Avenue, Mattituck. The residential lots are located off Stan ey Road. Description: ~his ~':i~ S~b~i~i~i~n ~"~p~e~ i~ ~66~ ~i"~h~'i~'~ ~'~cres"~f open space protected b)/a P ann ng Board covenant. Status Fna Approva Standard Subd v sion i Act on Rev ew proposa for mprovements to the open space area. Attachments Staff Report Proposal C&R Stipulation of Settlement- (in PB ma I) Location: 150 Bergen Avenue, at the intersection of Bergen Avenue and Sound Avenue on the north side of Sound Avenue in Mattituck Description: . This site plan is for additions & alterations to an existing winery on a 5.6 acre parce n the A-C Zone located. Status Approved Site Plan Action: . Review the As-Built Plan Attachments: [ Draft Letter Project name: T.K. Alpha, LLC Shopping Ctr. '~ SCTM#: 1000-140-2-20 Location: ~ 535 Pike Street, on the north side of Pike street, approximately 100 feet east of L0ve I~ar~e..!~.t!~ Hamlet B~s!.ness Zoning District Ua~t!tuck Description: . This site plan is for the proposed construction of a 2,573 s.f. mix-use building consisting of 3 units on the first floor for retail use, 2 at 554 s.f. each and another at 1,200 s.f. and 2 residential apartments on the second floor, 554 s.f. each. In addition, there is an existing 605 s.f. building proposed as a retail use on an 11,561 s.f. parcel located in Mattituck. Status: New Site Plan Act on i Rev ew s tep an submission. Attachments: ! Staff Report Project name: Seven Eleven Mattituck SCTM# 1000-142-1-27 Location; n!e come!' of E~(~tory. Aver~ue &. NYS Route 25,..Uatti~uck Description: This site plan is to convert an existing 1,985 s.f. gas station/convenience store to a 2,670 s.f. convenience store (constructing a 685 s.f. addition) on a 24,829 s.f. parcel in the B Zone located on the n/e corner of Factory ;~ Avenue & NYS Route 25, Mattituck. Status: ~ New Site Plan Attachments: , .S.taff R~p.0rt YOUNG & YOUNG 400 Ostrander Avenue Riverhead, New York 11901 Telephone 631-727-2303~Y-~ Facsimile 631-727-0144 admin@youngengineering, com HOWARD l~Z YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Ertgineer ROBERT C. TAST, Architect DOUGLAS E. ADAMS, Professional Engineer November 16, 2010 AI-FN: Ms. Kristy M. Wisner, Senior Planner Town of Southold 54375 Route 25 P.O. Box 1179 Southold, New York 11971-0959 RE: I~IACARI VINEYARDS at Hattituck, T/O Southold, New York (09-0328) Dear Ms. Wisner: Enclosed are four (4) prints of the As-Built Survey last dated November 15, 2010. This map has been amended to address comments made at the last Planning Board work session. Specifically, the overflow parking has been quantified and an additional gate has been proposed at the northern end of the proposed parking area. Kindly contact our office if further clarification is required. Our client or myself would be happy to attend any work session that involves this project. NOV 1 8 2010 DA/mai Encl. cc: Mr. ]oseph Macari + 1 Print Very truly yours, Planning Engineering Land Surveying Architecture / N / / ~ / Q , ...................... CB N'74 24-43 Y~ D Y~ ..... [}' ,/ NOV 18 2010 PAt~.F. IN¢ GAL~ULATION 5ANITA~.'r' I,,EEASU~IEI,4ENT9 LPI A 51'T'E ~2ATA TOTAL AREA 5U~.VE'f'OI~.'5 6.E~TIFIC. ATION MAC, ARI VINEYAt~125 at: Mo~tT~u~k, To~n o~ 5outhold Suffolk Count~, Ne~ York ~ord o~ ~=ol~: I" = 40' WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, November 1,2010 4:00 p.m. 4:00 p.m. Executive Session - Town Attorney to discuss pending lawsuits. 4:30 p.m. Applications: ~ Location: i 150 Bergen Avenue, at the intersection of Bergen Avenue and Sound Avenue, ~_~_n_~h_e.._nort_l!_side 0_f._._S__o_.u_n_d_._A._v_enue, in Mattituck :: Description: i This site plan is for additions & alterations to an existing winery on a 5.6 acre :: - - t .p_arcel in the A-C Zone located. _ ...... ~ Action: ~ Rev ew the As-Bu t P an Att.~chmen~ts~: ................... S...t ~ff_._!~eAo?_ ................................................................................................................................. Location: 825 Ma n Road, Gree_nj~ort Descnpbon: ! This site plan is for construction of an 8,419 sq. ft. building with associated i parking for the purpose of a retail winery on 60.33 acres located in the R-80 i Zoning~ District. Action: i Review Staff Rej~ort and Site Plan. L0.c.~!~.r].:- ........ _27_3_2_0_ .M_ai~n_~Rga~d___o_n_...t_h.e__slwlcl_____o M_~a. i~n_R__o_a_d__a__n_d_C_ ase's Lan_e__C_ut_ch_09_u_e Description: This site plan is for the construction of a 660 sq. ft. storage building on a 1.38 acre parcel owned and operated by the Cutchogue/New Suffolk Historical ~ Council. .......................................................Status: , New Sit~"'~Si~ Location: .... L..(_0._o_.~) j?_r i v_a_te_ _r 9 a~cl._o...ff_.~ f ~ a s_t__E_n.._d. _~_o_a_~_E~£~..L~!.~ B~ Description: This proposed lot line change/re-subdivision will transfer a 15,145 sq. ft. portion of FIDCO Lot 38-1 (SCTM#1000-7-1-6.1) to FIDCO Lot 38-2 (SCTM#1000-7-1- 7). FIDCO Lot 38-1 will decrease in size from 2.06 acres to 1.71 acres and FIDCO Lot 38-2 will increase in size from 1.62 acres to 1.97 acres. Further, FIDCO Lot 38-7 (SCTM#1000-7-2-10) will transfer 11,640 sq. ft. to FIDCO Lot 38-2 (SCTM~1000-7). With this second transfer, FIDCO Lot 38-2 will increase in total size from 1.62 acres to 2.24 acres. FIDCO Lot 38-7 will decrease in size Status: Open WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, October 18, 2010 4:00 p.m. 4:00 p.m. Review Public Meeting Agenda 4:15 p.m. Site Plans & Subdivisions Avenue, on the north side of Sound Avenue, in Mattituck ' 7%i~' ~ii~-i~i~,~/~'-i~" ~F~aa-iii~'~-~ii~-i~'-~-~i~'-~'"~'~7~~' acre~ar~l in the A-C Zone. .......... : , ...................... ~ ...................... y: ............. ( .................. ) ....................................... : .......................................................... ~ This site plan is for construction of an 8,419 sq. ft. building with Description: ~ associated parking for the purpose of a retail winery on 60.33 acres i located in the R-80 Zoning District. Location: i on the north side of Orchard Street, approximately 1,008' west of Platt Description: i This proposal is for a standard subdivision to subdivide a 10-acre parcel into two lots where Lot 1 is 1.5 acres and Lot 2 is 8.5 acres, inclusive of a. 2:?.~9m ~b_~_i!d_!~g.. ~.r~.v.e!~Pe ..a..9.d .~[~o~ s~u b_di..vj.s, ion- 0p_ep~pa_ _c~._._ [. ~t~at~ .............. ~ ..(~.0~!__d!_t!~n_a A~!o.~: ....................... , .R~ ~f!e_w_r. _e.q.u.~s_tAm__a~l (~ ..!~x. ~ ppj !~a n.[ v_ia_ e_r.m~ !!.. ....................................................................................... i Attachr~_n.t.~. ................... E r m ~.!.!...R~_q u.~..s_t .................................................................................................................................................... i PrgjeCi"r~"am'~i .............. B,~tta~lia- J(~-s&p-ff&'-H'e~di .............................. [-~b"l:M~7 ~bo6-64:3-'~ Location: on the west side of Hobad Road, approximately 1,059 feet noah from Ter~ Lane Southod Description: ~ This is a standard subdivision to subdivide 101,002 sq. fl. into ~o lots , where Lot One is 43,213 sq. ff. and Lot Two is 57,809 sq. ff. in the AEachments: i Le~er from Twomey Latham Shea YOUNG & YOUNG 400 Ostrander AvenUe Riverhead, New York 11901 Telephone 631-727-2303 Facsimile 631-727-0144 admin@youngengineering, com HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST, Architect DOUGIMS E. ADAMS, Professional Engineer September 23, 2010 ATTN: Kristy M. Wisner, Senior Planner Town of Southold 54375 Route 25 P.O. Box 1179 Southold, New York 11971 RE: MACARI VINEYARDS at Mattituck, Town of Southold (09-0328) Dear Ms. Wisner: Pursuant to our recent conversation, enclosed are four (4) prints of the As-Built Survey last dated September 21, 2010. This map has been amended to indicate the current geometric layout of the site including a proposed striping scheme that exceeds that which was proposed on the original approved site plan. Please note the "Event Parking Area" shown on the parcel across Bergen Avenue is also owned by Macari Vineyards. Kindly contact our office if further clarification is required. Our client or myself would be happy to attend any work session that involves this project. Very truly yours, Dougl~is Adams DA/dc Encl. cc: Mr. Joseph Macari Planning Engineering Land Surveying Architecture WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, March 8, 2010 4:30 p.m. 4:30 p.m. Review Public Meeting Agenda 4:45 p.m. Site Plans & Subdivisions · Proect na~ ......... ~ ............. ~ . .......... i" i~i~-~'i;~ ~i~ "-~'r-d-s y ......................... [ SCTM#'.~ 1000-121-1-1 .... .._- 3 ~ Location: ~ at the intersection of Bergen Avenue and Sound Avenue, on the no~h ~ side of Sound Avenue, in Mattituck ~'-~~'~" ............ ."~-~'~"~-~j~"~-~-'~'~-~-~-~n a 5.6-acre parcel in the A- ~ C Zone Status' , Ap roved S~te Plan Action' ' Applicant reques~ an amendment to the pa~ing area on , ste~lan. _ · Enterprises (Orient by the Sea i ~ Marin~ j [ Location: 40200 NYS Route 25, Orient having internally mounted antenna for two wireless providers, New Status: i New Site Plan Action: i Review contract and estimate for Radio Frequency Consultant on the i Town's behalf. Attachments: i Contract ._L. o._ca, tj.R..n:· ........ _23 ~ .o._w_~!!..s _R_~ a..d_,.....P.e..c.9..n !~._ _ Description: 80~60 clustered conservation subdivision on 32.83 acres of land. Lot i equals 65,562 sq. ft., Lot 2 equals 77,694 sq. ft., and Lot 3 equals 29.5416 acres and is proposed to be preserved through a Sale of D_e_ v_ e_!~ Rm_e_n_t_ ~i g h_ t_s_ ~ t.h ~_ .Tp_w_ .n_ o_ f Sou..t_h_o_.!_d Status: Sketch App..roval r_..a_!_n_._a.g.e. Pr...o_ject name: [ Aries Estates/Tully j SCTM#:~1000-22-3-2 Location: i at the westerly terminus of a private right-of-way which extends north ......................... ,. f .r.~)n~ _K.a_. Y_l~!gh'. S.._~ ~.q..r[....i.n._.E. as t..M a._ri_0_n. ............. Description: i standard subdivision of an 11.4418-acre parcel into two lots, where Lot 1 : equals 3.7362 acres, including 1.4354 acres of open space, and Lot 2 · equals 7.6786 acres, including 5.0872 acres of open space, in the R-80 Zoning District , Status: _S.._k_.e..~..c_.h_ _A_pp~_o_v_a ! ........ [ Attachments: ~ Letter from Applicant/Staff Report ~ Southold Town Planning Board - Page Two -Work Session - March 8, 2010 Project name: i Southview Preserve t SCTM#:T 1000-87-5-21.4, 7, 8, 9 ................... : .................. i ...................................... : ............. : ....... · ................ : .................... r ........................ Location. i on the south s~de of Ma~n Bayv~ew Road, approximately 900 east of i Cedar Drive, in Southold Description: I subdivide a 14.54-acre parcel into three lots where Lot 1 equals 44,735 t s.f., Lot 2 equals 37,343 s.f. and Lot 3 equals 42,470 s.f., with the Lremaining 11.53 acres of the property to be preserved as open space ]]~t~i ~;i ::..]~_.i i_.~. _..-i].i..~]ii ~"]~][]. ~_-(~ ~ ~.]~!~P..n_ _a----_!.-~'r' ~ii ~n i-n- ~ ~ _.A_p p-_r _o v' a_l._'~ _-_....--_ ............... --_.-_-~ i_.-__-__.-, i_-_-._-_..._.._'.._~_-_.-_ ..~..._.--. ~]]i]]' Action: !Reviewchan ed clearin re uest ~ ......................... g ........... a_.e__q ........... : _.Stt~ c_h_r~ .e_p t_s_; ............. L._L_e_tt_er~9_m_?j~.P_!! .c_ a_qn g SJ a__ff_.a e p o~a ................... [-~5'~: -':9ject ................................................................. name: Oregon Landl.n~l_l; .................................. t SCTM#: ~[ .................................................................. 1000-83-2-9.1 J R-80 Zoning Districts ed ~nsewation subdivision of a 25. Status: Final Approval LACtion· i Co-ordinate Final Ins ection with Town En ineer ~. .......... :_ ........................ ~ .............. P _~ .......................................... Project name: Edson - ZBA Comments Location: North side of S.R. 25, Cutchogue .. _D_~_s_ c~r!pt_ip_n L ............... _C_!).[i..s.. t_~ a__sff r_e_.e Farm __St_a_tu_s_.'_ i N/A - no apj~lication before..~__-"~_~i]._~_ ]i-__-~_----~'.~.-__-~]~'_~"i']]'~i'_-ii~.]iii..i_-... ]~]~'?Planning Board at this time. Action: , Review ZBA Draft Comments Attachments: ,' Draft ZBA Comments ............................................................................ February 24, 2010 Southold Town Planning Board Town Hall Main Road Southold, NY 11971 FEB 2 6 2010 Dear Southold Town Planning Board, Re: Site Plan for Macad Vineyards Parking I am respectfully requesting a minor change to the site plan approved by you for Macad Vineyards parking. We have enough parking on this plan without having to remove the oldest vines at the vineyard. We are submit'ring an updated plan for your approval. Everything elsa remains the same. Thank you for your consideration. Sincerely, Joseph Macari Jr. Macari Vineyards (See Attached) ~)LASER FICHE FORM Planning Board Site Plans and Amended Site Plans SPFile Type: Approved Project Type: Amended Site Plans Status: Final Approval SCTM #: 1000- 121.-1-1.3 Project Name: Macari Vineyards & Winery LTD 08 Address: 3395 Sound Avenue, Mattituck Hamlet: Mattituck Applicant Name: Joseph T. Macari, Macari Vineyards Owner Name: Joseph T. Macari Zone 1: A-C Approval Date: 9/22/2008 OPTIONAL ADDITIONAL INFORMATION A date indicates that ~ have re(~ived the related information End SP Date: 9/23/2008 Zone 2: Zone 3: Location: Located at the intersection of Ber.qen Avenue and Sound Avenue, on the north side of Sound Avenue, in Mattituck. SC Filin,q Date: C and R's: Home Assoc: R and M A.qreement: SCAN Date: SCANNED __Rec°rds Management TOW, Or SOUT.O'D SITE PLAN APPLICATIO.,~~ - ~.~ iii · '~ JUL ,3 'i 2.,%8 '.,-",-. SECTION A: Site Plan Name and Locatio~ ,-~ ~"~ .... ~ ~ Application Date: ~°~ / ~ ./200~ ~ ~.~ ~ ~;: Site Plan Name: Macari Vineyards & Winery,~'~,~ ..... .......... /"" ~"~ Suffolk County Tax Map Number 1000 - 121 1 1.3 Other SCTM#'s: Street Address: 150 Bergen Avenue Hamlet: Mattituck Distance to nearest intersection: N/E Corner - Sound Avenue Type of Site Plan: New x Amended Residential If Amended, last approval date: o7 / 19 / 1990 SECTION B: Owner/A.qent Contact Information Please list name, mailing address and phone number for each contact: Property Owner Joseph T. Macari Street P.O. Box 2, 150 Bergen Avenue City Mattituck State NY Zip 11952 Home Telephone 298-8353 Other Applicant Same as Property Owner Street City State __ Home Telephone Other Zip Applicant's Agent or Representative Contact Person(s)* Abig'ail A. Wickham, Es({. Street P.O. Box 1424 - 13015 Main Road City Mattituck State NY Zip 11952 Office Telephone 298-8353 Other *Unless otherwise requested, correspondence will be sent only to this person. 3/19/2008 1 ~ECTION C: Site Data Proposed construction type: New Property total acreage or square footage: x Modification of Existing Structure Change of use Site Plan build-out acreage or square footage: Z.~ ~ ac.~ __ Agricultural Is there an existing or proposed Sale of Development Rights on the property? Yes If yes, explain: No x Property Zoning District(s): AC Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes __ If yes, have you submitted an application to the ZBA? Yes__ No__ If yes, attach a copy of the application packet. No x Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: List all proposed property uses: Other accessory uses: Winery and tasting room same Existing lot coverage: ht,ic~ % Proposed lot coverage: ~.c~2-. % Gross floor area of existing structure(s): tDI'~IG sq. ft. Gross floor area of proposed structure(s): Parking Space Data: # of existing spaces: # of proposqd spaces: Loading Berth: Yes~/ No__ ILandscaping Details: Existing landscape coverage: i"'~ Coc~¢. % Proposed landscape coverage: '-~ ~Cc~E~ % Waterfront Data: ,, Is this property within 500 of a wetland area? Yes __No x Ifyesexplain: 1, the undersigned, c~;Lt ~TH;he ab~o~formation is tree. Signature of Prepary~ ~r/L~7~ 7 .{~'~/~_~/~ Date: 3/19/2008 APPLICANT'S AFFIDAVIT Joseph T. Macari, being duly sworn, deposes and says that he has an office at 150 Bergen Avenue, P.O. Box 2, Mattituck, in the State of New York, and that he is the owner of the above property and is hereby making application; that there are no existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Planes and will comply with same; that the plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accord~ e with the plans submitted. Signed: j~.W//ff f'~ ~~q~:~ ' y Josel~'. Macari (Owner) Sworn to me this ,~,.O~/t.~ day of June, 2008 (Notary Pub~&) No, 31-49 Coalifisd In Suffolk Oount~ Commission F. xpir,~s Febfua~' zba/macarivineyard/app/icantsqff CONSENT Re: Premises: 150 Bergen, Mattituck, New York 11952 SCTM#: 1000-121-1-1.3 JOSEPH T. MACARI, the owner of the above referenced property (the "Premises"), does hereby consent to his attorneys, Wickham, Bressler, Gordon & Geasa, P.C.; and his surveyors/engineers, Young & Young, and any surveyors, agents, or other contractors retained by any of the above and any of their representatives and/or agents, to make applications to any authorities or agencies having jurisdiction over said Premises for amended sit plan approval of the Premises, including, without limitation, Town of Southold Planning Board, Town of Southold Building Department, Suffolk County Department of Health Services, Suffolk County Water Authority and NYS Department of Transportation, and for any other matters required to obtain such approvals. This authorization shall include all matters in connection with those applications. Dated: June flO ,~'7/'2008 Sworn to before me this ~ j---day of_June, 200~ Cheryl Simons Notary Public, State Of New York No. 31-4970341 Qualified in Suffolk County Commission Expires February 4, 20 Zba/macarivineyards/consent CONSENT Re: Premises: 150 Bergen, Mattituck, New York 11952 SCTM#: 1000-121-1-1.3 JOSEPH T. MACARI, the owner of the above referenced property (the "Premises"), does hereby consent to his attorneys, Wickham, Bressler, Gordon & Geasa, P.C.; and his surveyors/engineers, Young & Young, and any surveyors, agents, or other contractors retained by any of the above and any of their representatives and/or agents, to make applications to any authorities or agencies having jurisdiction over said Premises for amended sit plan approval of the Premises, including, without limitation, Town of Southold Planning Board, Town of Southold Building Department, Suffolk County Department of Health Services, Suffolk County Water Authority and NYS Department of Transportation, and for any other matters required to obtain such approvals. This authorization shall include all matters in connection with those applications. Dated: June ~ ,~72008 Sworn to before me this ~ ~day of~June, 20~ Ch~p/I $1mon~ NotalT Public, State Of New York No. 31-4970341 Qualified In Suffolk County Commission Expires Fel)rua~ 4, 20..~.~ / Zbafmacarivineyards/consent JUN 3 0 2008 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 26, 2008 TO: James Deerkoski (Macari) 260 Deer Drive Cutchogue, NY 11935 Please take notice that your application dated December 18, 2008 For permit to make additions and alterations to an existing winery at Location of property: 3395 Sound Avenue, Mattituck, NY County Tax Map No. 1000 - Section 121 Block_l Lot 1.3 Is returned herewith and disapproved on the following grounds: JUL The proposed use requires site plan approval from the Southold Town Pfanni~g Board. -"~uthonzed S~gnature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board, 06 18 20FJ8 15:40 SOUTHOLD 1(3 DEPT 1631 ?6,:,q",Et,]' F'AGE) FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 26, 2008 TO: Jtunes Deerkoski (Macari) 260 Deer Drive Cutchogue, NY 11935 Please take notice that your application dated December 18, 2008 For permit to make additions and alterations to an exisling wine~ at Location of property: 3395 Sound Avenue, Mattituek, N.Y_ County Tax Map No. 1000 - Section 121 Blockl Lot 1.3 Is returned herewith and disapproved on the following grounds: The t~rom>sed use reuuires site plan approval fi`om thc Southold Town Planning Board, Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: lile, Planning Board, FORM NO. 3 NOTICE OF DISAPPROVAL TO: James Deerkoski (Macari) 260 Deer Drive Cutchogue, NY 11935 Please take notice that your application dated December 18, 2008 DATE: February 26, 2008 For permit to make additions and alterations to an existing winery at Location of property: 3395 Sound Avenue, Mattimck, NY County Tax Map No. 1000 - Section 121 Blockl Lot 1.3 Is returned herewith and disapproved on the following grounds: The proposed use requires site plan approval from the Southold Town Planning Board. Autho"6'dzed 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, Planning Board, FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: ~:~)/ ~) Project Name: Proiect ^ddress: Suffolk County Tax Map No.:1000- Request: Z~; U~/~/7~ '7~ /_~Zoning District: (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted:--_/f~%/.'q '''~',,~/,~z-~? Planning Department (P.D.) Referral: P.D. Date Received: ~- / ~ / ~ Date of Comment: ~ / ~ Comments: Final Determination Date: / / ~u~"of Pl~ml~n ~) e pt:~ta'~' R~eviewe r Decision: Signature of Building inspector 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 SCTM# 1000 - 121 - 1 - 1.3 The Application has been submitted to (check appropriate response): Town Board Planning Dept. X Building Dept. Board of Trustees ZBA 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: X Nature and extent of action: Addition to Winery Location of action: Bergen Ave. & Sound Ave., Mattituek Site acreage: 5.64 Present land use: Winery Present zoning classification: AC 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: Joseph T. Macari (b) Mailing address: PO Box 2, Mattituck, NY 11952 (c) Telephone number: Area Code (631) 298-0100 or 298-8353 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? NO 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 ): Yes Incorporates modest expansion within existing facility, making efficient use of existing infrastructure. The remaining policies are not applicable as this is an inland, developed parcel. 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 (Not Applicable) Not Applicable 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 1) Yes No (Not Applicable) Yes A. Minimize introduction of structural design components (including utility lines, lighting, signage and fencing) which would be discordant with existing natural scenic components and character. 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 Yes No (Not Applicable) Not Applicable 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 Yes No (Not Applicable) Yes - Project will comply with SCDHS standards. 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 No (Not Applicable) Not Applicable 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 (Not Applicable) Not Applicable 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 No (Not Applicable) Not Applicable 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. Yes No (Not Applicable) Yes - Winery site enables visitors to view and enjoy the agricultural operations of vineyards located on land from which the development rights have been sold. 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 ) Not Applicable 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 (Not Applicable) Not Applicable 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) agricultural lands. Yes - Farm-Winery use promotes and protects large tracts of 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 ( Not Applicable) Not Applicable 617.20 Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I. PROJECT INFORMATION (To be completed by ADplicant or Project Sponsor) 1. APPLICANT/SPONSOR /2. PROJECT NAME Joseph T. Macari ! Macari Winery 3, PROJECT LOCATION: Municipality Southold County Suffolk 150 Bergen Avenue, Mattituck, NY N/E corner - Sound Avenue PRECISE LOCATION (Street address and road intersections, prominent landmarks, etc., or provide map) PROPOSED ACTION IS: [] New [] Expansion E-]Modification/alteration 6. DESCRIBE PROJECT BRIEFLY: Expansion of deck and partial enclosure of deck 7. AMOUNT OF LAND AFFECTED: Initially ~ acres Ultimately ~-o GN6S acres 8. WILL.P,ROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXIST ~] Yes [] No If No, describe briefly WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? ~ Residential [] Industrial [] Commercial Desdril~e: J~Agriculture [] Park/Forest/Open Space r--]Other 10, DOES ACTION iNVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STATE OR LOCAL)? [] Yes J~ No If Yes, list agency(s) name and permit/approvals: 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? [] Yes J~ No If Yes, list agency(s) name and permit/approvals: 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? r~.TM ONo I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE / Applicant/sponsor name: ,~ Joseph ~. Macari Date: ~/~,/r~<:?~ ~/ Signature: .~ ~. ~. / ~.~'/jj~. /, / I If the(aCtion is in the Coastal Area, and you are a state agency, complete the ~ Coastal Assessment Form before proceeding with t~is assessment OVER PART II - IMPACT ASSESSMENT (To be completed by Lead A~lency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR, PART 617.47 If yes, coordinate the review process and use the FULL EAF. r--~ Yes ["-]No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.67 If No, a negative declaration may be superseded by another involved agency. C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible) C1. Existing air quality, surtace or groundwater quality or quantity, noise levels, existing traffic pattern, solid waste production or disposal, potential for erosion, drainage or flooding problems? Explain briefly: C2. Aesthetic, agricultural, archaeological, historic, or other natural or cultural resources; or community or neighborhood character? Explain briefly: C3. Vegetation or fauna, fish, shellfish or wildlife species, significant habitats, or threatened or endangered species? Explain briefly: C4. A community's existing plans or goals as officially adopted, or a change in use or intensity of use of land or other natural resources? Explain briefly: C5. Growth, subsequent development, or related activities likely to be induced by the proposed action? Explain briefly: C6. Long term, shod term, cumulative, or other effects not identified in C1-C57 Explain briefly: C7. Other impacts (including changes in use of either quantity or type of energy)? Explain briefly: D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA (CEA)? [] Yes~[~ No If Yes, explain briefly: E. S THERE, OR S THERE LIKELY TO BE, CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? [] Yes [] No If Yes, explain briefly: PART III - DETERMINATION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above, determine whether it is substantial, large, important or otherwise significant. Each effect should be assessed in connection with its (a) setting (i.e. urban or rural); (b) probability of occurring; (c) duration; (d) irreversibility; (e) geographic scope; and (f) magnitude. If necessary, add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question D of Part II was checked yes, the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CEA. ] you one or more potentially large or significant impacts occur. Then proceed directly to the FULl Check this box if have identified adverse which MAY EAr and/or prepare a positive declaration, ] Checkthis box ifyou have determined, based on the information and analysis above and anysupporting documentation, that the proposed actionWILI NOT result in any significant adverse environmental impacts AND provide, on attachments as necessary, the reasons supporting this determination Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Date Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (If different from responsible officer) PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 To: Accounting From: Planning Department Date: September 5, 2008 Re: Checks The referenced applications have been approved by the Planning Board and the checks may now be processed. Thank you. Applicant/Project Nome & Tax Mop Amount Check Date Type Re Celic Center SP Amendment 143-3-1 $250 4/29/08 Peconic Recycle/Transfer SP 95-2-5 $550 5/2/08 San Simeon By the Sound SP 45-2-2 $685.80 5/13/08 Marvin, Arlene Lot Line Change 117-10-9.1 $500 3/3/08 Jacoby Subdivision 125-1-5 $500 7/1/08 Amara Lot Line 55-5-3 $500 7/16/08 Macari Vineyard & Winery SP 121-1-1.3 $250 7~30/08 LR ~;l'rE PLAN STATUS REPORT SITE PLAN TYP~.' AMENDE-D.~NEW PROJECT NAME: ~~ LOCATION: SCTM# 1000-i~ ' / - ]' ~5. APPLICANT NAME: , ' .~op~ 'WITHDRAWN INCOMPLETE ZONEh ZONE2: ~ZO~E3: HAMLET: , /7(_ , TSL# ( ) __ TEL# (~.) __ ~PROPOSED USE: BUILDING DEPARTMENT NOTICE: S/P REQLrIREI~_~R N Z~A APPEAL REQUIRED y OR N PRE-SUBMISSION CONFERENCE (WITHIN 30 DAYS OF WPd I'I'I~N REQUEST) NOTES: INFORMAL REQUEST FOR REVISIONS: ~PPLICATION RECEIVED DATE:~/~/O¢ APPLICATION PROCESS DATE: 'PAYMENT RECEIVED: AMOUNT RECEIVED:$ 0/SF. AMENDED SP: $250. + .I0/SF, AGRIC SP: FLAT $500 FEE AMOUNT: ($ .00 X =$ ;.10 X SF=$ ;ESSION (WITHIN I0 DAYS OF RECEIPT), OR N APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW) MEEETING 100-254B3 (WITHIN 30 DAYS) DATE gUBMISSION RECEIVED: REFERRED , SCDPW__, LWI~/ ACTION TYPE: COORDINATED: UNCOORDINATED~'--~ -- (TYPE1: TYPE2. UNL STED' ) , ST~D~ S~C/T~ JH~ STBT ~ SCDHS ~ [ 2 L --~- '~ .......... --' --' --' --, __, C ,USACORPS ,NYSDOT SCWA , SCPD SCDPW ~G DEC Y OR N, APPROVALS REQUIRED: REFERRED DATE NOTES AP~PROVA~L DANTE ~ NONTES ~ DEP-OFT~NSPORTATION:DO~, DPW__, TOS 4 / ~ ~ .k~ %~ ~O~ ., SUFFOLK COU~ DEPT OF H~: PE~IT ~ ~ ~ ~ CONDITIONAL FINAL: / / NOTES GENERAl. NOTES: June 29, 1990 Southold Town Planning Board Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971 Re: Site Plan - Mattituck Hills Winery (Stmicich) CTM #1000-121-1-p/o 001 Dear Board Members: In accordance with your June 26, 1990 letter enclosing the resolution of the Planning Board with respect to the above application, please note that we have provided you with the revised plan showing the appropriate drainage. We are also enclosing a sketch of the sign showing its dimensions. We expect to deliver the site plan map with the Health Department approval noted thereon within the next few days. Very truly yours, Charles R. Cuddy// Enclosure Young & Young~ Land Sun ~e~ F. Ab~zzo, La~d Su~eyo January 14, 1998 Southold Town Planning Board Town Hail Main Road Southold, NY 11971 Dear Southoid Town Planning Board, Re: Site P~an for Macad Vineyards I em respectfully requesting a minor change to the site plan approved by you for Maca~i Vineyards, The change would be to move the proposed storage building tan f~ to the south. The reason for this request is due to newty purchased equipment which requires a larger area to the south side of the e0(isiJng building. The building size will remain exactly the same. All other items on the site plan approved by you will not change. Thank you for your consideration. Sincerely, Joseph Macari Jr. (See Attached) Presub mission conference Complete applicat)on received SITE PLAN Application reviewed at work session (within 10 days of receipt) Applicant advised of necessary revisions (within 30 days of review) Revised sub mission received Lead Agency Coordimition SEQRA determination REFERRED TO: Zoning Board of Appeals Board of Trustees Building Department (certification) Suffolk County Department of Planning Department of Transportation -State Department of Transportation - County Suffolk County Dept. of Health ~.~-'~ Fire Commissioners --7 RECEIVED: Landscape plan Lighting plan Curb Cut approval Health approval Drainage plan Reviewed by Engineer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Jerilyn B. Woodhouse, Planning Board Chairperson Telephone (631 ) 765-1802 Fax (631 ) 765-9502 SEP 2 2 2008 FROM: Michael J. Verity, Chief Building Inspector DATE: September 19, 2008 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Macari Vineyards Location: 150 Bergen Avenue, Mattituck SCTM# 1000 - Section 121- Block 01 - Lot 1 .~3 Date: June 07, 2008 Revised Date: September 02, 2008 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKiNG BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE IS A PERMITTED USE IN THIS A-C DISTRICT AND IS SO CERTIFIED. Chief Building Inspector OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM COORDINATOR TOWN OF SOUTHOLD To: Jerilyn B. Woodhouse, Chair Town of Southold Planning Board From: Mark Terry, Principal Planner LWRP Coordinator Date: September 15, 2008 Re~ Local Revitalization Program Consistency Review of Site Plan Approval for Macari Vineyard Located at the intersection of Bergen Avenue and Sound Avenue, on the north side of Sound Avenue, in Mattituck. SCTM# 1000-121 - 1 - 1.3 Zoning District: AC This proposed action is for a site plan for additions & alterations to an existing winery on a 5.6 acre parcel in the A-C Zone. 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 and the records available to me, I recommend that the proposed action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Kristy Winser, Senior Planner 2008 SCOTT A. RUSSELL SUPERVISOR TOWN HALL - $3095 MAIN ROAD Fax. (631)- 765 - 9015 JAMES A. RICHTER, R.A. ENGINEER TOWN OF SOUTHOLD, NEW YORK 11971 Tel. (631 ) - 765 - 1560 JAMIE.RICHTER~TOWN.SOUTHO LD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Jerilyn B. Woodhouse Chairperson - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Site Improvements for Winery Addition - Macari Vineyards SCTM #: 1000- 121 - 01 - 1.3 .... Septemb~er ! !, Dear Mrs. Woodhouse: As per a request from your office, I have reviewed the ~l~bnded s tep an and Grading & Drainage Plan for the above referenced project. This Site Plan has been prepared by the office of Young & Young and has been dated June 7, 2008. Please consider the following: 1. Drainage calculations have been provided and the proposed drainage design meets the minimum requirements of Town Code for the containment of Storm Water Run-off. 2. Modifications to the driveway apron within the Right-of-Way of Bergen Avenue have been proposed. If the proposed Cobblestone Curbing extends beyond the Property line into the shoulder area of Bergen Ave. the curbing must transition to a header curb that is flush with or below the existing highway pavement. Any other construction items or improvements proposed for the area within this Right-of-Way must be approved by the Highway Superintendent prior to construction. At this time, the proposed development, modifications and alterations to the existing site conditions appear to meet the minimum requirements of Town Code. If you have any questions regarding this review, please feel free contact my office. CC: Peter W. Harris Superintendent of Highways erely, ~r R.~A' Richte,. . WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, September 15, 2008 4:30 p.m. 4:30 p.m. Site Plans & Subdivisions Site Plans Loc~i~)'~i' i The int~-~:~;~i~ ~ ~r~n Av~ ~d §ounci'~i ~ th~ ~ ~D~ Description: ~ This site plan is for additions & alterations to an existing winery on a 5.6 acre ~arcel in the A-C Zone. Recommendations: ~ Consider approving the amended site plan at the Special Meeting on '~ ~.~.~e~ 22, ~00~: Prelect name ;~ San Simeon by the Sound SCTM#' 1000-45-2-2 Location: i 61700 CR 48, Greenport i lay-out in existing buildings and additions of stairs, canopy, generator i and freezer adding two new parkin areas for outpatient care area .Status: ............ i ~pp!.!.cati0n. j'e.v.i.ew. & review ~0r~n~e. nts ' Recommendations: i Consider approving the amended site plan at the Special Meeting on .......... i September LAttachments.~ ~ S~aff Report !~0~ati°n: j.~.R.4.8 & Youngs Ave Southeld Description: i Reguest for a permit to hold an outdoor event from 10/2 - 10/31 ~tatus.~ J.ZBA co~m.~nts for spe~ a..pe[rn t Recommendations: j Grant in accordance with prior conditions Attachments ': Draft Memo Loc~t!(~; 56275. N~S R0ute 25~ S0uthold Description: This site plan is for the proposed conversion of an existing automotive servi~e building to a bakery in the Hamlet Business zone. Status: Request for Fin~! .!nspection Recommendations: After a site visit and discussion with the Town Engineer, the request for a final inspection should not be granted at this time. The parking area is not yet finished, their engineer has not submitted certification that the drainage is adequate, nor has the applicant submitted an as-built plan , showing ch.~.[~ges made !0 the approved site p!a~: Attachments: Copy of Request PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Kristy Winser, Senior Planner ~ Date: September 8, 2008 RE: Macari Vineyards SCTM# 121-1-1.3 The Planning Board refers this (amended) site plan application to you for your review, comments, and certification. Enclosed please find a copy of the site plan application for your review. Thank you for your cooperation. enc. site plan application site plan YOUNG & YOUNG 400 Ostrander Avenue Riverhead, New York 11901 Telephone 631-727-2303 Facsimile 631-727-0144 admin@youngeng~neering, com HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST, Architect DOUGLAS E. ADAMS, Professional Engineer September 3, 2008 ATTN: Ms. Kristy Winser, Senior Planner Town of Southold Planning Board Office P.O. Box 1179 Southold New York 11971 RE: MACARI VINEYARDS At Mattituck, Town of Southold SCTM Lot 1000-121-01-01.3 Itl ~ u '~; SEP -4 2008 Dear Ms. Winser: Enclosed herewith are seven (7) sets of the Site Plan for the above referenced project, consisting of four sheets last dated September 2, 2008. The Site Plan has been amended pursuant to comments set forth in your letter dated August 12, 2008. The amendments include: removal of the Belgian block curb within the Town Right of Way of Bergen Avenue. The plans show a detail of the "Belgian Block Curb". indicating the existing lighting fixtures and some proposed new lighting. moving the parking area westerly to indicate the required 20' wide planting buffer adjacent to the westerly line of land now or formerly Zaweski, indicating new plantings in this area, indicating a double row of cedars to rear of Zaweski property and explaining the maintenance of the existing and ne~y plantings. indicating location and enclosure details of trash enclosure. indicate ADA handicap parking stall signs. Planning Engineering Land Surveying Architecture Page 2 September 3, 2008 Please contact me should you need any additional information or amendments. HWY/dc Encl. Very truly yours, Howard W. Young CC: Wickham, Bressler, Gordon & Geasa, P.C. ATTN: Ms. Gail Wickham, Esq. Macari Vineyards ATTN: Mr. Joseph Macari + i Set of Prints + i Set of Prints A'FrlTUCK FIRE DISTRIC P PO BOX 666, PIKE STREET MA'DflTUCK, NEW YORK 11952-0666 Commissioners Jerome E. Zuhoskl., Chalwnan Martin C. Griffin, St,, Vice Chairman Norman A. Rellly, Jr. David F. Haas Lloyd H. Relsenberg John C. Han'ison, Secfetaw Badrom Dlcke~son, Treasurer August28,2008 Southold Town Planning Board Aitn: Kdsty Winser, Senior Planner P O Box 1179 Southold, NY 11971 RE: SCTM#1000-121-011-01.3; Macari Vineyards Dear Ms. Winser, The Board of Fire Commissioners after reviewing your request for the above referenced site plan make the following recommendation. That all drives and roads on the proposed site plan are to cleared and maintained to meet Southold Town Right-of-Way code clearance requirements. Thank you for your assistance in this matter. Sincerely, John C. Harrison Secretary/Fire District Manager CC: Board of Fire Commissioners Chief Office (631) 298-8837 Facsimile (631) 298-8841 DEPARTMENT OF PLANNING COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNP¢ EXECUTIVE August 25, 2008 THOMAS ISLES, AICP DIRECTOR OF PLANNING Town of Southold Planning Bd. 53095 Main Road - P.O. Box 1179 Southold, NY 11971 Attn: Kristy Winser, Sr. Planner Pursuant to Section 239L & M of the General Municipal Law, the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan SCTM No. Macari Vineyards I000-121-01-1.3 NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Very truly yours, APF:cc Thomas Isles, AICP Andrew P. Freleng! LOCATION MAILING ADDRESS H, LEE DENNISON BLDG. - 4TH FLOOR P.O. BOX 6100 (631) 853-5191 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NY 11788-0099 TELECOPIER (631) 853 4044 Town of Southold Architectural Review Committee Minutes · :00p.m., August ~1, ~008 Town Hall Meeting Hall Members Present: Chairman Sanford Hanauer; Herbert Ernest; Joseph Lee; Ron McGreevy; Howard Meinke; Mark Schwartz; Elizabeth Thompson; Heather Lanza, Planning Director; Kristy Winser, Planner; Elizabeth Cantrell, Secretary. The Architectural Review Committee welcomes Mark Schwartz as a new member to the Committee. The minntes for the .hdy *24, *2008 meeting were approved. New Applications: MARCARI VINEYARDS SCTM # 1 ooo- 1 ~ 1-1 - 1.$ Joseph Marcari, owner, Gall Wickhmn and Howard Young, Surveyor were present to represent this prqject. CONDITIONAL APPROVAL pending a revised plan to be submitted to the Committee showing the design of deck, details of the patio, stairs, handrails, lighting cuts and finish materials. Motion made and seconded. All in favor. · OWEN CONSTRUCTION SCTM# lOOO-lO~-~-1~.5 CONDITIONAL APPROVAL pending final ai~lication ora. site plan submissidh showing cuts of proposed exterior lighting, parl/~ng area screening, proposed signage design, planting plan of property naming the va?ious;,species to be Used, dumpst~r location and screening. The drawings depicting the eib~tions of the%gi]Ji~are approved as submitted today. SF? 2008 Motion made and seconded. All in favor. Revisited Applications: SAN SIMEON Priscilla Demassi, applicant and Tom Campiglia, Architect, were present to represent this project. CONDITIONAL APPROVAL pending receipt of cuts of any new proposed lighting, types of screening to be used on the exterior air conditioners along the building, indicate finish to be used for the proposed retaining wall near the fi'ont entry. Motion made and seconded. All in favor. A motion was made to ch)se the meeting at 5:00pm. All in favor. ~' Elizabeth Cantrell, ~ecretary PLANNING BOARD MEMBE~ JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD M~ILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 MEMORANDUM To: From: Date: Re: Peter Harris, Superintendent of Highways Kristy Winser, Senior Planner August 12, 2008 Site Plan Application known as Macari Vineyards SCTM#1000-121-1-1.3 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. A copy of the site plan has been submitted for your convenience. Description: This site plan is for additions & alterations to an existing winery including an additional parking area on a 5.6 acre parcel in the A-C Zone located at the intersection of Bergen Avenue and Sound Avenue, on the north side of Sound Avenue, in Mattituck. Additional Comments: The Applicant is proposing to widen the existing driveway and re- locate curbing within the right-of-way on Bergen Lane. As per the details provided for review, the curbing proposed will be Belgian Block. Thank you for your cooperation. Encl: Site Plan PLANNING BOARD MEMBER~ JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 MEMORANDUM To: From: Date: Re: Mark Terry, LWRP Coordinator Kristy Winser, Senior Planner August 12, 2008 Site plan application known as Macari Vineyards SCTM#1000-121-1-1.3 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. Description: This site plan is for additions & alterations to an existing winery including an additional parking area on a 5.6 acre parcel in the A-C Zone located at the intersection of Bergen Avenue and Sound Avenue, on the north side of Sound Avenue, in Mattituck. Thank you for your cooperation. PLANNING BOARD MEMBE~ JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Augustl2,2008 Mr. Andrew P. Freleng, AICP, Chief Planner Suffolk County Planning Commission H. Lee DeImison Building, 4th Floor 100 Veterans Memorial Highway Hauppauge, New York 11788-0099 Re~ Planning Commission Comments on the Site Plan for Macari Vineyards Located: 3395 Sound Avenue, Mattituck SCTM#: 1000-121-1-1.3 Dear Mr. Freleng: Pursuant to Section 239L & M of the General Municipal Law, the following site plan is being referred to you for comments. Attached are the site plan, EAF and Site Plan Application. This site plan is for additions & alterations to an existing winery including an additional parking area on a 5.6 acre parcel in the A-C Zone located at the intersection of Bergen Avenue and Sound Avenue, on the north side of Sound Avenue, in Mattituck. If there are any questions, you can contact us at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, Enc. 1 site plan Site Plan Application Environmental Assessment Form PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 MEMORANDUM To: From: Date: Re; Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk Town Attorney Kristy Winser, Senior Planner August 12, 2008 Site Plan Application for Marcari Vineyards SCTM#1000-121-1-1.3 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. Description: This site plan is for additions & alterations to an existing winery including an additional parking area on a 5.6 acre parcel in the A-C Zone located at the intersection of Bergen Avenue and Sound Avenue, on the north side of Sound Avenue, in Mattituck. Thank you for your cooperation. PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN II. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND Augustl2,2008 PLANNING BOARD OFFICE TOWN OFSOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Mr. John C. Harrison c/o Mattituck Fire District P.O. Box 666 Mattituck, NY 11952 Re~ Request for review on site plan known as Marcari Vinyards Located: Dear Mr. Harrison: The enclosed site plan application, referenced above, is being referred to you for fire access review. Please respond with your recommendations at your earliest convenience. Description: This site plan is for additions & alterations to an existing winery, including an additional parking area on a 5.6 acre parcel in the A-C Zone located at the intersection of Bergen Avenue and Sound Avenue, on the north side of Sound Avenue, in Mattituck. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, K~rist~~ Senior Planner Encls: Site Plan Application Site Plan PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 MEMORANDUM To: From: Date: Re: James Richter, Engineering Inspector Kristy Winser, Senior Planner August 12, 2008 Site plan for Marcari Vineyards Located: 3395 Sound Avenue, Mattituck SCTM#121-1-1.3 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. A copy of the site plan has been submitted for your convenience. Please respond with your recommendations at your earliest convenience. Project Description: This site plan is for additions & alterations to an existing winery including an additional parking area on a 5.6 acre parcel in the A-C Zone located at the intersection of Bergen Avenue and Sound Avenue in Mattituck. Additional Comments: The Applicant is proposing to widen the existing driveway and re-locate curbing with in the right-of-way on Bergen Lane. As per the details submitted for review, the curbing proposed will be Belgian Block. I have advised applicant that Belgian Block curb is not allowed within the right-of-way of public roads. Thank you for your cooperation. Encl.: Site plan PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Memorandum To: Sanford Hanauer, Chairman Southold Town Architectural Review Committee From: Kristy Winser Date: August 12, 2008 Re: Request for review and comments on site plan known as Marcari Vineyards Located: 3395 Sound Avenue, Mattituck SCTM# 121-1-1.3 The Planning Board refers this site plan application to your agency for your review and comments. Description: This site plan is for additions & alterations to an existing winery including an additional parking area on a 5.6 acre parcel in the A-C Zone located at the intersection of Bergen Avenue and Sound Avenue, on the north side of Sound Avenue, in Mattituck. Thank you. PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND August 12, 2008 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 O~'FICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Abigail Wickham, Esq. P.O. Box 1424 13015 Main Road Mattituck NY 11952 Re: Macari Vineyards & Winery, Located in the Hamlet of Mattituck Site Plan Review - SCTM# 1000-121 - 1-1.3 Dear Ms. Wickham: The above referenced site plan has been formally accepted by the Planning Board for review. Please revise in accordance with the following comments and resubmit directly to the Planning Department. 1. Show curb detail for proposed curbing on site. Belgian block curb is not acceptable with in the right of way. 2. Submit lighting plan and detail of lighting fixtures for the new construction and parking areas. Lighting shall be oriented and shielded so as not to illuminate or glare on adjoining properties or roadways. 3. A twenty foot buffer zone is required wherever the site adjoins a residential district or use. Show fencing, screen planting or explain the maintenance of existing vegetation, to be supplemented as necessary. 4. Show location and enclosure detail for dumpster location. 5. Show handicap signs for ADA parking stalls. 6. Please submit proposed elevations of the additions to the building to be reviewed by the Architectural Review Committee. Photographs will be acceptable in place of elevations. 7. Provide standard notes on plan "Contact the Engineering Inspector (765-1560) at least 24 hours prior to start of any work. Work performed without inspection shall be certified to the Engineer's satisfaction at applicant's expense". "Obtain a Town DPW permit for work done within the Town right-of-way". Application of Marcari Vineyards &WinerF Additional comments will be provided following full review by staff, the Town Planning Board, Town departments and involved/interested agencies. If you should have any questions or require additional information, please do not hesitate to contact this office. Sincerely, Senior Planner CCi Planning Board Heather Lanza, Planning Director WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, August 11, 2008 4:30 p.m. 4:30 p.m. Review Public Meeting Agenda 4:45 p.m. Site Plans and Subdivisions Site Plans Location: at the n~:~i~'~'{"~'~'~jSe L'~e""~'~i~'~:i~i-~-"~ ~'ich0~u~ ~.?_[9~ _~ waiting for revised DE S .................... Recomme~d'a'{'i~ S'~-'~'~b'0'~-'r~:~amiliarize the Plann'n9 Board with the deta' s Prgject name' at~ ~ne 'ards~ Wi ~....; ....... .;-~ ............... : ....... ~--.~-~ ...... ~-.~-_:,..~_d~ ~ SCTM~. ~ 1000-121-1-1.3 Loca[~on: ~ at the intersection of Berg~nAvenu~ ~'So~n-d"~'~'~ ~ s de of Sound Avenue in Matt tuck acre parce n the A-C Zone the site ~ an wth revisions ~...[gJ.e.q~.9~.~: i.[~[s !~ ~9~.~9~.~mtY Ctr. SCTM~: 1000-12 -1-5.1 Location: ~ 98 Fox Lane on Fishers i~'i~ ~_~npbon: J New communit)/center on F shers sland Recommendations' ~ Rev ew s te a~"~'"~' Attachments: ~ None .............. Subdivisions i-~.r..gJ(~(~.~_a..~. i Jacob)/Famdy Ltd. Partnership i SCTM# 1000-125-1-5.1 Location: at the terminus of K rkup Lane, s/o Soun~'~v~i i~ ~i~i~i( ERI( J. BRI'~SSLER ABIGAIL A. WICKHAM IYNNE M. GORDON JANE 1' GEASA LAW OFFICES WICKHAM, BRESSLER, GORDON & GEASA, P.C. 13015 MAIN ROAD. P.O. BOX 1424 MAqII I U£K. I,ONG ISLAND NEW YORK 11952 Attn: Heather Lanza, Director of Planning Town of Southold Planning Board Post Office Box 1179 53095 Main Road Southold, New York 11971 631-298-8353 TEl,El'AX NO. 631-298-8565 wwblaw~aol.com July 30, 2008 WII,I,IAM WICKHAM (06-02) 275 BROAD HOLI,OW ROAD SUITE I 11 MELVILLE, NEW YORK 11747 631-249-9480 TEI,EFAX NO. 631-249-9484 Re: Macari Vineyards and Winery, Ltd. Winery Additi~{Amendment to Siti~ Plan Premises: 150 Bergen Avenue, Mattituck, NY -~CT1VI~_10005!2171-1._3~_____..-~ Y&Y 2008-0187 ['--~-~'~ . .~ ,., . Dear Heather: Thank you for your input at our pre-submission conference on July 16, 2008. To recap, the Macari Vineyards and Winery, Ltd. premises received (under Mattituck Hills/Simicich) site plan approval in 1990. The Macaris now seek to expand a deck, and to enclose a portion of the deck. The enclosed portion will be unheated. Enclosed are the tbllowing items in connection with our application for this amendment to the site plan: 1. Site Plan application with applicant's affidavit and $250. tee; 2. Notice of Disapproval from Building Inspector; 3. Consent of Owner; 4. Short Form EAF (per Mark Terry); 5. Nine prints of the Site Plan dated 6/7/08 with Landscape/Aligrunent and Grading/Drainage; 6. LWRP Form; 7. Photo of existing sign (to remain); 8. Photo of existing winery and exterior. Please review and schedule a meeting for a work session. Thank you for your consideration. A A W/dm 30&hdpb l Veryjru, l~ yours, , E~CJ. BRESSLER ABIGAIL A. W1CKHAM LYNNE M. GORDON JANET GEASA LAW OFFICES WICKHAM, BRESSLER, GORDON & GEASA, P.C. 13015 MAIN ROAD, P.O. BOX 1424 MATTITUCK, LONG ISLAND NEW YORK 11952 631-298~8353 TELEFAX NO. 631-298-8565 . wwblaw~aol.com WILLIAM WICKHAM (06-02) 275 BROAD HOLLOW ROAD SUITE 111 MELVILLE, NEW YORK 11747 631-249-9480 TELEFAX NO. 631-249-9484 Att: Heather Lanza Town of Southold Planning Board Post Office Box 1179 53095 Main Road Southold, New York 11971 Re.' Macari Vineyards and Winery, Ltd. Amendment to Site Plan 150 Bergen Avenue, Mattituck, New York SCTM#s 1000-121-1-1.3 Dear Heather: June 27,2008 Macari Vineyards is proposing a small addition to its deck area, and has received a referral from the Building Dept. for site plan review. A copy of the proposed map and Notice of Disapproval are enclosed. The proposal is to enclose a deck area and add a porch area, all of these enclosed area to remain unheated, and to add an uncovered deck. Additional overflow parking is proposed in the rear, which the applicant would like to keep as a grassed area for scenic purposes. I have a site plan amendment application pretty much ready to go, but thought you should look at the enclosed proposal first. If you would like me to come down for a presubmission conference, I would be glad to do so. encl. 30/shdpbsit Ver~l~culv vours,, ~, .//A~igail A2 Wickham ~, AGENDA Planning/Building Site Plan Coordination Meeting March 10, 2008 1. Laurel Creek greenhouses (adding four to existing two) 2. Kruk greenhouse (one) O ¢ 3. Rutkoski farm equipment storage building 4. Macari porch enclosure - Co~ ~,~ ~& ~'~ 5. Sparkling Point - letter from ZBA - ~ ~.,'vx. 6. Harbes - storage building and 3 greenhouses LASER FICHE FORM Planning Board Site Plans and Amended Site Plans SPFile Type: Approved Project Type: Amended Site Plans Status: Final- Pendin,q Inspection SCTM #: 1000 - 121.-1-1.3 Proiect Name: Macari Vineyards & Winery LTD 08 Address: 3395 Sound Avenue, Mattituck Hamlet: Mattituck Applicant Name: Joseph T. Macari, Macari Vineyards Owner Name: Joseph T. Macari Zone 1: A-C Approval Date: 9/22/2008 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: 9/23/2008 Zone 2: Zone 3: Location: Located at the intersection of Bergen Avenue and Sound Avenue, on the north side of Sound Avenue, in Mattituck. SC Filing Date: C and R's: Home Assoc: R and M A,qreement: SCAN Date: KEY' .,,o'",oc, $O~o¢'<' ,,~ oO. o_,,~. ,.,, , oO ~. <o / ~o'~ / o SOUND ¢¢ AVENUE 20~..OB' %_ N 51'f'~ PATA TOTAL AR~A NO"l'~5 EN,~INt~ER.'5 C,t~t~TIt=IC~ATION P~,ESENTATI ON I L PLANTIN~ S¢~HE~ULI= N s / 'A~,KI CC SOUND AVENUE CC Na'8 ° I"PI$"PI ~ TOTAl ~N~INEEt~,'S OBt~TIF:Id. ATION I~IN~'t' ADDITION MAF.,A~I VINt~¥ARJ25 1,4aH:it:uck, ToHn oP Sou'chold Suffolk Goun'¢~, NcH 'r'ork LANDDd, APE ~ ALI~NI,4ENT 4O o 120 ]::2~.AINA~= ~,IT~.IA ~ C~AIC, UIATION~ T~IBUTARY A~EA I.I 'r~I[~UTAR¥ AI~A .2.1 CB 0 IID.Dq' ) 6O CC 204.0~' N-TSO Iq',lB"lt, l SOUND AVENUE N S % , %.~.% .~ 7 o'~ of 2~or¢°°~ $oO¢ +4444 '31T~ PATA TOTAL EN¢INEEt~'D CERTIFICATION ~U~V'ET'OI~.'~ ~E~TIFIOATION ~INEi~¥ ADDITION MAd. A~I VINt==¥AfR.P5 at; Mat;t;lt;uck, To~n oP 5out;hold SuFfolk Oount;~, N¢~4 York ~ADIN~ * Df~.AINA®E 4O FIN I I I I NOTE C,ATC,H BASIN 2' x 4-' ~=LUDH DRAH~ NT5 GRANITE SELGIAN BLOCK. CURD 4 ~" x 7" x D" MORE OR LESS 4000 ON COMPACTED ~OIL ~/~2 ~ BINDER COUP~SE ASPHALT PA'CEMENT 5EC,TION ~ ~L¢IAN BLOC-K, C,Ut~D NT5 COMPACTED 50IL/ 4000 PSI CONCI~-TE AT 2B DAY5 ON COMPACTED 50IL MADONRY OVER-RUN -MOUNTABLE BELGIAN BLOCK. CURD ~ WEARING COURSE / RECYCLEDDADECONCRETEcouP.~ ~50IL / 2 ½ BINDER. COURSE DRY DENSE AGGREGATE ~%-- g" DTASlLIZED 50IL BASE 4000 PSI CONCPJ:-TE - AT 28 DAY5 ON COMPACTED DOlL OVER-RUN ~2~=TAIL NT5 3" TOPSOIL ¢ DEED 4-1/2 OF 3/4 5TONEBLEND BA.SE G" STABILIZED 5OIL 5UB-BA,5~ NT5 '-- 1½ WEARING COURDE ASPHALT NT5 t~N~INEEP.'¢ C,L=~TIFIC,ATION ~TAIL~ 40 0 20 ~0 [ 12o 40' , ,~,~ ~ REAR ELEVATION SCALE: 1/8" = LEFT ELEVATION PG. PI~,TTITI.IC.K, N"r' I~, 2OO9 ec~,~ I/4" = 1'O" EXISTING EXISTING FOUNDATION PLAN SCALE: 1/5" = 1'-0' EXISTING M,~TTITUCI~, NY EXISTING EX~ -- , o[_ COVERED PORCH ENCLOSED PORCH EXISTING EXISTING OPEN PORCH ENCLOSED PORCH STORAGE EXISTING EXISTING EXISTING EXISTING 1ST. FLOOR PLAN EXISTING MATTITU(~K, NY Ic)~c~mb~r 12,, 200'I I~CALlel/4" : 1'0" I JD nT1 ROOF PLAN !, ~ooF '1 'i MATTITUC. K, NY pa, ~. 14, 200"1 I/4" = 1'0" J~ CROSS SECTION SCALE: 1/4" = 1'-0" EXISTING SXSXl/+ STEEL COLUMN STEEL COLUMN O~ 01 DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE STORM WATER MANAGEMENT DETAILS N.T.S. NEW ROOF ARIEA: 4634 SQ. FT. @ 100% WATER RUNOFF: 773.9 CU. FT. INSTALL (2) 10' DIA. X 6' DEEP DRYWELLS PER CODE: CAPACITY:: 822 CU. FT. (6.2 % MORE THAN REQUIRED) OGEE GU i i ~R - ~TANDARD 5" NOTES: CROSS SECTION SCALE: 1/4": 1'-0" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING S~HEDULE FOR WOOD STRUCTURAL PANEls WOOD STRUCTURAL PANEls WIIH A MINIMUM THIO(NESS OF 7/16" AND NIAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMTITED FOR OPENING PRO-IECF[ON IN ONE- AND I~/O-STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATFACHMENT HARDWARE PROVIDED, (RER~ TO SECTION 1609.1.4~ 1609,6.$ AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCT[ON CODE). THIS I~ NOT A SUB~ I ! I UT[ON FOR DESIGN-PRE~SURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHU I I ePS MUST BE MARKED FOR WHAT OPENING 1~ IS TO COVER. HARDWARE MUST AC~OMPANY SHU ~ ~ ~tS FOR INSTALLAI~ON. -- -- 4" APA pLYWO0~ MATTITUCK, NY 2OO1 ~C~L~ ,, ' " JD 14. 0 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS THE FOLLOUJIN~ ,APPROVED USP METAL CONNECTOR,5 FOR PROPER BIND RESIST~,NT ~ ~OOD OON.~TRIIOTION. FOLLOLU M~,NUF~,CTLIRE'5 RECOMMENDED IN~T~,LL~,TION KING STUDS RA~ER ~NNE~ TO 1 SIDE OF A~ CO~E~ ON L~ON JSP NUMB~ ~P~ON APP~ON i,--T---i DESk'ONI APP~ON I ~ / SPA ~BS TO HAVE A DOUB~ FLOOR JO~ UND~ ~R ~DED SUPPO~ SILL P~TE(S) ON ALL OPENIN~ ~ ~ ~ -'.~ ~TOPR~PIL~RY 4"-6"~ER RTZO [0-3/4"xlSga.~WN~CHOR CONNE~TO ON ALL OPENIN~ ~EP ROO~NG N~m O~ ~CH ~ ~OFFITED E~VE I , ~ ,_. , ,.. ~ : ~ ANCHOR BOLT CONNECTION USEWITH3x3SQUAREWASHERS SmES~DTOP (C~WL SPACE OR FOUNDATION) 1 STORY 72' OC WPI~L ~NC FOUNDA~ON. ~PLY PI~ SILL P~ TO FOUNDATION TTPICAL ~E~ D~L WHERE HEEDED ~R ~RU~U~ B~QNG. NZN. 3" ~EL ~UNN ANteD ~O 2~"x24"xt2" CONC, ~. (CRA~ SPACE OR FOUNDATION) 2 STORIES 36" OC 5TELL / ~OTTO~ ~E~ING RBN~R~ ~O~NG ~ (2) ¢4 ~N~RQNG ~. I U~ACE ~R WOOD B~H ~E DO~ ~LOCKOUT ~EAM POCKET I :LOOR 30IST DEPTH USP NUMB~ DESCRIPTION AppLICATION INSTALL 4'0" O.C. 4"-8" L5TA36 1-1/4"x36" 18ga. STRAF AND lACK STUDS ON ALL OPENING.c INSTALL 4'0" O.C. 8"-16" R5TA48 1-1/4"x48" 16ga. STRAP AND .1ACK STUDS ON ALL OPENINGS MATTITUOK, Nh' ID.=,'eme~r 13, 2o<::>~ I~c~L~ I/4" = I'O" I U~ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJING OR APPROVED LISP METAL CONNECTORS FOR PROPER LLIIND RE(51$TANT CONSTRUCTION. FOLLOLU MANIJFACTURE5 RECoHMENDED INGTALLATION INGTRUCTION~ TO ACHIEVE HAXIMUM UPLIFT LOAD CAPACITY. WOOD JOIST-- RIDGE LEDGER RAFTER-TO-LEDGER CONNECTION KING STUDS CRIPPLE STUD HEADER JACK STUDS 1-1/2" SPACE MINIMUM RIDGE-TO-RAFTER CONNECTION HANDRAIL CONNECTION RAFTER TOP pLATE WALL BTU D RAFTER TO PLATE/STUD CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA, BOLTS @16"0C WiTH WASHERS RAFTER SIZE USP NUMBER 2x6-2x8 LS26 2X10 L5210 TOP PLATE WALL STUD RAFTER RAFTER TO PLATE/STUD CONNECTION APPLICATION HEADER-TO-POST/STUD CONNECTION LOEA. T[ON IdSP NUMBER ALL OPENINGS LSTA12 ~LL OPENINGS RTS OR RT7 POST RIM/DECK JOIST DEC, KIPORC, H R~,ILING CEILING JOIST TO BLDG. CONNECTION LOCATION BSP NUMBER APPLICATION CONNECT TO 4" - 6" RAFTER RTl0 EACH RAFT~ 8" - 12" RAFTER ,B-B,'"', :%:'"" .c.oR 21-1/8" x 2gga, TYDOWN ANCHOR RT20 CO N N EOT TO EACH RAFTB GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER 30IST LEDGER TO BE CONNECTED TO BLDG. USING 1/2" D~A, BOLTS ~ 16"OC WITH WASHERS FLASHING Il JOKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONT~N. PIECE OF SIDING BELOW ? DDS.. LAG BOLTS W/WASHERS CONNECTED TO BLDG. @tB" CC DECK/PORCH LEDGER CONNECTION WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER WOOf BLOCKING SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WiTH RTl0 TYDOWN ANCHORS GIRDER/HEADER- CONNECT OVER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION SIMPSON SlI~R1/2 H.C. ANCHOR POST-TO-DECK CONNECTION USE MIN. (2) 1/2" DZA. CATV. BOLTS WITH WASHERS AND NUTS POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WZT'rl WASHERS AND NUTS GIRDER CONCRETEPIER HEADER/GIRDER-TO-POST CONNECTION 6 SOLID (COLUMN ROD FOR ~ LOCATION USP NUMBER DESCRIPTION APPLICATION (2) BEAMS PAU44 OR WE44 POST ! BEAM ANCHOR ~ 3 BEAMS PAU66 OR WE66 POST / BEAM ANCHOR ~ POST CONCRETE FOOTING HOLLOW COLUMN WOOD GIRDER ST~J~R[NG PLATE DOUBLE 2x (MINIMUM) FOR HEADER OR BEAM END DISTANCE FTC. CONNECTION APPLICATION HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL SERR1/2 INSTALL AS PER MANUFACTURE'S RECOMENDAT~ONB DECK POST 6X6 POST PAU66 OR WE66 POST / BEAM ANCHOR CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH} CATEGORY DEP'rH TEMP. REQUIRED HAZARDS 45 LBS. t20 B SEVERE 3 FT, TO HEAVY MODERATE 1t NONE . DECK AND COVERED PORCH NOTES: t) Unless otherwise noted, all ~caming mufenal to be #1 ACQ pressure keated lumber. Ail fastanem, hangers and onshore to be galvin/zed or stainless steel. 2). Glrbers for deck joists th be bolted or anchored th each post or pier with washem and nuts, Girders on concrete piers shall be anchored w~h proper steel connecters anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt w~th washers and nuts, 3), Posts supporting girders shell be anchored to a mm/mum 24"x24'x12" thick concrete feehng. Use a immure 1/2 Ca x 7" long anchor bolt wgh washers and nuts. Footings Shall be 3 ft. below grade, 4). Deck joists to have blocking at 8'0 c.c.. 5), Flashing shell be installed behveen the bu~lding and ledger Lapping up the sheathing and over the ledger. Ledger to be Pastened to building with 1/2" d~a bolts with washers and nuts at 16" c.c. I. Concrete piers shall be a minimum 6" above grade. JpbeBad with hangers and anchom. Each Joist shall also be anchored o girder(s). Covered Roofs shall be assembled and anchored the same manner as a t~pical building. All metsl connections and thstaners In direct contact wgh ACQ shall have the piper from the manufacture NAILING SCHEDULE ROOF SHEATHING: dOINT DESCRIFflON (~, S p~[llLN D NOTES STRUCTURAL PANEL Bd ASwPFE6RM_TAB~[sEc3.B ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES RAFTER TO 8' WALL; 3~d COMMON EACH FOE-NAIL TOP PLATE t 0' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL; 3~d COMMON EACH FOE-NAIL TO TOP PLATE I0' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL 3.BUNG JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END RAIL BLOCKING 2 - Bd COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP PLATE TO t - 16d COMMON PER FACE NAIL TOP PLATE FOOT TOP PLATES AT I - t6d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO ! - 16d COMMON 24' FACE STUD O.C, NAIL lB" C.C. FACE HEADERHEADERTO IBd COMMON ALONG EDGES NAIL TOP OR BO~rOM t - 16d COMMON PER 2x4 STUD END PLATE TO STUD ) - 16d COMMON PER 2x6 STUD NAIL Bo~roM PLATE TO: PER :LOOR JOIST, BAND JOIST ? - 16d COMMON FOOT FACE NAIL END JOIST OR SLOCKING DECK FRAMING: NAIL NAIL NOTES JOINT DESCBPTION QTY. SPACINC JQST TO: 4 - 8d COMMON PER TOE ~ILL. TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - §d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: 3- 16d COMMON BLOCK N~L SILL OR TOP PLATE LEDGER STRIP 3 - 16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST ~ - 16d COMMON PER END TO JOIST JOIST NAIL PER BAND JOIST TO: ! - 16d COMMON FOOT TOE NAIL SILL OR TOP PLATE i MAC:ARm VINYA~D HATTITLJCK, NY QENE ,L NOTE5 CONSTRUCTION NOTES: . The information within this set of construction documents is related to basic design detads. They are intended as a construction aid, not a substitute rot generally accepted good building practice and compliance with current New York codes. The General Contractor is responsible for providing standard ~n details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product, 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regu[afions, atc. These codes are to be considered as pad of the specifications for this building and should be adhered to even if in vedance with the plan. Dimensions shall take precedent over scaled drawings. DO NOT SCALE DRAWINGS). · ). The designer has not been engaged for construction supervision and assumes no asponsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety ,racautions and programs in connection with the work. There are no warranties for a )ecific use expressed or implied in the use of these plans. ,. Refer to the Window and Door schedule for exterior openings· ~, The General Contractor is to ensure that masonry or prefabractsd fireplaces meets ' exceeds manufacture's specifications and applicable codes. 7). The General Contractor is tu consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, otc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: ~. The General Contractor and Mason to review plans, elevations, details and notes to .,terrains intended heights of finished Poor(s) above typical grade· ~. All footings to rest on undisturbed (virgin) ~. Provide 1/2" expansion joint material between concrete slabs end abuffing mcreta or masonry walls occudng in exterior or unheated inteder areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with ~4 re-bar, 18' long at 12" c.c.. Use approved epoxy far installation. ;). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be ~oured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing· Intador slabs 3 be minimum 3-1t2 inch thick· All fill to be compacted to 95% relabve density with 6" maximum lifts (layers). ~. Crawl spaces to be provided with a minimum 18"x24" access opening, install one ,t iron foundation vent for every 159 sq. ft. of area. 7. Damppreof extedor of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code, A 6-mil polyethylene fl m sha be app ed over the below grade portion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Cede· FRAMING NOTES 1). Alt flaming techniques and methods as prescriptive design of 1995 SBC High Wind Ed t on Wood Fram ng Cons ruction Manual. 2). Unless otherwise noted, alt framing and structural wood material to be #2 + BTR. Douglas F r. ~. Floors, wails, ceilings and rafters to be spaced at 16 inches o.c. unless noted rwise. 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Beefing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) fult length studs on each side of openings. Bearing wall window sills shall also have (2) window sill Cates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wail openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable te all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans. 7). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists under all bearing walls. 8). Provide insulation baffles at save vents between rafters· Install draft bthcking as needed. 9). Unless otherwise noted, all roofs and wafts ta have a minimum 1/2" thick, 4-ply Fir CDX extedor sheathing grade plywood. Plywood to cover over plates and headers. 10). Unless otherwise noted use 3/4" thick TAG PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 11 ). All bathroom walls to have 1/2" thick moisture-resistsat sheetrock· Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and tinished. 12), All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs sbal] be applied with a Fiberglas base sheet with an EPDM torch down type material over. 13). All sill plates and wood in contact with concrete to be pressure treated, Sill plates to be instsl[od with a foam sill gasket and cop-r-tax termite shield or approved equal. WIND FRAMING NOTES 1)· RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of §d nails in the strap. 2). RAFTER-TO-WALL ASSEMBLY: Latere[ framing and shear wall connections for rafter, ceitkig or truss to top plate sbali be in accordance to table 3.3. When a rafter or truss do not fall in line wdh studs below, rafters Dr trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. ~.). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete 1eendaflon and slab-on-grade, 15 inches in masonry block foundations, or lapped under [he plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing Is to be spaced and sized in accordance to table 3.2a, In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all · TYPE I EXTERIOR SHEARWALL CONNECTIONS: 0e I exterior shear walls with a minimum of 7/t g inch wood structural panel on the exterior attached with 8d common nails at: 6" c.c. at the panel edges and 12" c.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel edges and 10" C.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. 8). TYpE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewa, lengths provided in table 3.14 shall be permitted to be increased when interior shearwal[s are used Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8)· CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3·5· Window sill plates shall be have steel connectors in accordance with table g). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or sllope connectors shall be attached to each rafter-to-edge along the open ceiling part of the Ibuilding. Connections to the ddge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: · Unless otherwise noted, all frarning material to be #1 ACQ pressure treated lumber. , hangers and anchors to be galvinized or stainless steel· 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steep connectors anchored into concrete with a minimum 1/2'* die x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall lbo anchored to a 12"x12"xl 2" thick concrete footing· Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ff. delow grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. · Deck joists to have blocking at: 8'0 o.c.. · A minimum of 10 inch flashin~ shall be thstslled between the building and ledger· ~dger to be fastened to building with 1/2" die. bolts with washers and nuts where needed· · Concrete piers shall be a minimum 6" above grade. · All joists to be supported with hangers and anchors. Each Joist shall also be anchored [o girder(s)· . Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1 ). All water supply, drainage and vect[ng to be installed as per N.Y.S. Residential Construction Code. 2). Verity septic system with the Engineer for Suffolk County Health Department approval. · If wall studs, plates or joists are cut out during installation for any plumbing related work, plates to protect and secure the structure. Vedty with the ~pacing permitted. HVAC SYSTEM NOTES 1 l)_Mechankial subcontractor [s responsible for adbearing to all applicable codes and safety 2),requirementS'HvAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. provide final system layout drawing and submit it to the Genera[ r for hnal review and approval. ELECTRICAL NOTES: ,. All electhcal to be installed as per N.Y.S. Residential Construction Code· All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section of N.Y.S. Res dent a Construct oln Code. R317 NAILING SCHEDULE ROOF FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3·7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM - BBC LAP NAiL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - f6d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO 2 - 16d COMMON PER FACE NAiL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD C.C. NAIL HEADER TO 16d COMMON 16" C.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - t 6d COMMON PER 2x6 STUD NAIL Bo'FrOM PLATE TO: PER FACE NAIL FLOOR JOIST, SAND lOIS'[ 2 - 16d COMMON END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOfST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SiLL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP 3- 16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEATHING: JO,NTDESOR,PT,O. STR,CTURALPANELI 3d3·fl CEILING SHEATHING: NAiL I NAIL JOINT DESCRIPTION QTY· I SPACING ; 7" O.C, EDGE GYPSUM 5d COOLERS110" O.C. FIELD WALLBOARD WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM - SBC 7/16" OSB 6d COMMON 3" O.C, EDGE PLYWOOD 6" O.C. FIELD GYPSUM 5d COOLERS 7" O·C. EDGE WALLBOARD 10" C.C. FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANELS 6" C.C. EDGE I OR LESS 8d COMMON 12" O.C~ FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY· 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-centar at the panel edge to obtain h~gher shear capacities, nailing requlremerds for strectural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected mempare,tba tabulated number of nai;s shall be permitted to be reduced tal- 16d nail per foot. PL ,N CONTENTg: OCCUPANCY CLA~,E~IFICATION E, UlLDING USE ~UILDING HEIGHT tOTAL SQ. FT. OF CONSTRUCTION P~ESC~IPTI~E A~ PEE N.Y.5. ~ESI~TI~L CONST~MCTION CODE AND 1~5 ~C WI~W ~IND EDITION, ~OOD FRAME CONgTRUCTION ~NUAL ~AMIN~ EL~ENT5 A6 P~ FLO0~ PLAN6, CR066 6ECTION AND GENERAL NOTE6 ~T, ~ALCONIE6 ~0 ATTIC6 m/o 6TORAGE 10 A~IC~ ~/ 6TORAQE 20 DE~I~N LOAD CALCULATION6 ROOf (~OBND 6NO~ LOAD) 4~ (LI~ LOAD6 PSF) ROOM6 (OTW~ tWAN 6LEEPIN~) 40 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN NEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY )EPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O,C. 8d COMMON @ 6" O,C. SEE NOTES: 1,3 iNTERIOR ZONE fid COMMON ~ 6" C.C. 8d COMMON @ t2" C.C. SEE NOTES: I ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" C.C. 8d COMMON @ 4" O.C· SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1 ). For roof sheathing within 4 feet of the pedmater edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated f 2 inch c.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49, For framing members with <0.42<G<5.49, the nail spacing shall be reduced to 6 inches c.c. 3). Tabulated 4 inch s.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches c.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING INAIL SPACING AT INTERMEDIATEI, .1 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD I~lU/l:~ I 4' EDGE ZONE Bd COMMON @ 6" C.C. 8d COMMON @ 12' C.C. NTER OR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED tN SCHEDULE NOTES ONLY, 1 ). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used· 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud traming members w~th G>0.4g. For framing members with 0.42<G<, the nad spacings shall be reduced to 6 inches o·c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails· NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5~8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS· 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATtNG FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR, Section R602.8 - F~REBLOCKING RE(~UIRED Rreblcoking aball be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effesUve fire barrier between stories, and between a top ~ory and the roof space. Rrabkiddng shait be provided in wood-frame construction in fl~e following locations. 1). In concealed spaces of stud walls and partiUons, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be firablocked at intervals not exceeding 10 feet, Batte or blankets of mineral or glass fiber shall be allowed as fireblocking in wails constru~ed using parallel rows of s~uds or staggered studs. 2), At aH interconnections between concealed vertical and berizonta~ spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R31q,8, N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, te resist the free passage of flame and products of combustion. 5). For the flreblocking of chimneys and firepiaces, refer to Secedn R1001.16. N.Y.S. Residential Code. HACARI VINTARD MATTIT!J, CK, NY Pa' (:~ 14, 2OO'I ~ALa I/4" REAR ELEVATION SCALE: 1/8" -- 1'-0" I LEFT ELEVATIO~N AUG 2 1 2008 MATTITLJCK., NY pr=. 1 I~, 200S eC,~L~ I/4" = I'0" JD EXISTING =l --I EXISTING FOUNDATION PLAN EXISTING I"IACAf~I ¥INYA~D I"1ATTITUCK, NY P~' 2 JD EXISTIN ~ COVERED PORCH ENCLOSED PORCHI EXISTING EXISTING EXISTING OPEN PORCH ENCLOSED PORCH STORAGE EXISTING EXISTING iST. FLOOR PLAN EXISTING EXISTING EXISTING MAC:Al;II V'INYARD MATTITUC~K, NY F~, ~ lB, :~00~ ~'~ 1/4" = I'O" JD ROOF PLAN ROOt ' ROOF ROOF ',' '~ , ' "' "' ' ' MAC4,RI V'INYA~D 1"I4,TTITUCK., NY PG, '4 IOJ, 200~ 6CALE I/4" = 1~O'' JD CROSS SECTION $CJ~LE: 1/4" = 1'-0" DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE (3) 2X12 ACQ GIRDER (MATCH [X~TIND) 514" DECK/ND 24X24X12 CONCRETE FOOTING 12" CONE, FOUNDATION DAMPPROOE EXTERIOR STEEL COLUMN STEEL COLUMN 2XG ACQ SZLL PLATE __COP-R-TEX TERMITE Sf~IELD FOAM / F,G. SILL SEAL STORM WATER MANAGEMENT DETAILS N.T.S. NEW ROOF AREA: 4634 SQ. FT. @ 100% WATER RUNOFF: 773.9 CU. FT INSTALL (2) 10' DIA. X 6' DEEP DRYVVELLS PER CODE: CAPACI1-Y: 822 CU. FT. (6.2 % MORE THAN REQUIRED) OGEE GU'ITER - STANDARD 5" CROSS SECTION SCALE: 1/4" = 1'-0" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCl~RAL PANELS WOOD STRUCTURAL PANELS ~ A MINIHUM THICKNESS OF 7/16" AND MAX/MUM PANEL SPAN OF 8 FEET SHALL BE PERMtlTED FOR OPENING PROTECI/ON IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WT[H A~TACHMENT HARDWARE PROVIDED. (REFER TO SECT/ON 1609.1,4~ 1609.6.5 AND TABLE L609.1.4 OF N.Y.S. RESIDENT[AL CONSTRUCT[ON CODE). THIS IS NOT A SU~b I u uT[ON FOR DESIGN-PRESSURE, ALL OPENINGS MUST HAVE DESIGN-PRESSURS UPGRADES WHERE AppI TCABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW W~NDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING T( IS TO COVER, HARDWARE MUST ACCOHPANY SHUT~ERS FOR INSTAL[AT[ON, ' 1 !i , hlATTITI ICK, N"r WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U~E THE FOLLOLUING OR: APPf~O"/ED LI~P METAL STAIR R,a, IL]Nc3 #"D[A. MAXIMUM 1-1/2" SPACE MINIMUM CONNECTOR,5 FOR Pf~OPE~: LUIND I~ESISTANT CONST~UC-TION. FOLLOUJ MANUFAC:TUf~E'E~ f~ECOMMENDED INSTALLATION IN~'r~UC:TION~ TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE-TO-RAFTER CONNECTION BOD ONlUE r 2N "ESIL.,,4.. 2 .¢. .O plApPLy DV,', PD TCA ,CH RAFTER LEDGER RAFTER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" D[4. EOLTS @16"OC WI[TH WASHERS HANDRAIL CONNECTION SHALL NOT BE LESS THAN 1-[/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EC~UWALENT GRIPPING SURFACE H" DIA, MAXIMUM 4" MAX, DEC:K./PORCH ~,ILIN~ RAFTER TOP PLATE WALLSTUD USP NUMBER DESCRIPTION APPLICA'IION ~26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER LS210 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION DESCRIFT~ON APPLICATION CONNECT EACH TYDOWN ANCHOR RAFTER TO PLATE LOCATION USP NUMBER KING STUDS CRIPPLE STUD HEADER JACK STUDS RAFTER TO PLATE/STUD CONNECTION 8" - 12" RAFTER R~'~0 1214/8" x 2Oga. TYDOWN ANCHORI,CONNECT TO L JOIST SPLICED JOISTS OVER HEADER/iGIRDER GIRDER/HEADER ISTTi %T EAD.IUSPR TERITYL AN% oRI oNN T oI ° oI.I GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION PB544 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN APPLICATION ~ TO EACH CO APPLY TO EACH COLUMN APPLY TO EACH COLUMN HEADER-TO-POST/STUD CONNECTION LOCATION USP NUMBE~ 1-1/4"x12" 20ga, STRAP APPLY TO EACH 3ACK STUD ALL OPENINGS DESCRIPTION APPUCATION ALL OPENINGS LSTAt2 R'r3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUE POST RIM/DECK JOIST LOCATJ[ON USP NUMBER DESO~PT]ON ~x4 SOLID COLU) 5x6 SOUD COLUMI~ POST CAP ANCHOR HOLLOW COLUMN H.C, ANCHOR POST-TO-DECK CONNECTION USE MIN. (2) 1/2" D]A, GALV. BOLTS WITH WASHERS AND NUTS POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" D~A. GACv'. BOLTS ~ WASHERS AND NUTS CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" D]A, BOLTS @16"OC WTFH WASHERS FLOOR FRAMXNG 2x JOISTS SLOCRING FOR LAG BOLTS DECK/PORCH LEDGER CONNECTION WOOD JOIST GIRDERJHEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL ]GISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WiTH THE PROPER STEEL CONNECTOR, IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROV]DE BLOCKING BETWEEN .1GISTS THAT ARE SPICED AND USE WITH RTl0 TYDOWN ANCHORS 5T~R[NG PLATE ROD FOR STU DOUBLE 2x (MINIMUM) FOR HEADER OR BEAM HOLLOW COLUMN UPLIFT SIMPSON S'R{ONG T~E MODEL STRR1/2 INSTALL AS PER HANUFACTURE'S RSCOMENDAT[ONS GIRDER R NUT MINIMUM CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLicATiON (2) BEAMS EAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIER (3 BEAHS PAU66 OR WE66 EDST / BEAM ANCHOR APPLY TO EACH PIER POST 12"X12"x12= CONCRETE FOOTING DECK POST FTG, CONNECTION LOCATION USP NUMBER DESCRIPTION APPUCATION 4X4 POST PAU44 OR WE44 POST / BERM ANCHOR APPLY TO EACH PC~NG 6X6 POET PAU66 OR WE66 POST ! BERM ANCHOR APPLY TO EACH FOO'i'~NG CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESN ELI) SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPN) CATEGORY DEPTH MODERATEBLIGMTTO TEMP, REQUIRED HAZARDS DECK AND COVERED PORCH NOTES: I1), Unless otherwise noted, all flaming material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvin[zed or steintsss steel. 2). Girders for deck joists to be bolted or ancbered to each post or pier with washers and hue Girders on concrete piers sdeit be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dis x 7" tong anchor belt with washers and nuts. 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick concrete footing. Use a minimum 1/2' dis x 7" long anchor boll with washers and nuts. Footings Shait bo 3 E. bebaw grade. 4). Deck joists to have blocking at 8'0 D.C.. 5). Flashing shait be installed bebeeen the building and ledger, Lapping up the sheathing and over the ledger. Ledger to be fastened fo building with 1/2" dia. bolls with washers and nuts at 16" D.C. 6). Concrete piers shait be a minimum 6" above grade. 7). All joists fa be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). · Covered Roofs shall be assembled and anchored the same manner as a typJcts buitding. . All metal connections and tssfaners in direct contact with ACQ shall have the proper otective coating from the manufacture. NAILING SCHEDULE ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY, SPACING NOTES STRUCTURAL PANEL 8cl WFCM - SEC Aa PER TABLE 3.6 ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL I NOTES QTY. EPACINE RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE t0' WALL; 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE'JAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPE Aa PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TiE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING EACH TOE TO RAF*IER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAiL WALL FRAMING: JOINT DESCRIPTION NAIL RAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 1Sd COMMON FACE NAIL FOOT TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON D.C. NAIL HEADER TO 16" C,C. FACE HEADER 16dCOMMON ~.LONG EDGE,c NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAiL BOTTOM PLATE TO: , FLOOR JOIST, BAND JOIS~ 2- 16dCOMMON[ PER END JOIST OR BLOCKING FOOT FACE NAIL DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QIY, SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GRADE 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - Ed COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 18d COMMON JOIST NAIL PER TOE JOISTToONBEAMLEDGER 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3 - 16d COMMON JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2 - 16d COMMOk TOE NAIL FOOT MATTITUCK, NY ~=~' ~ I~, 200& ~:AL£ 1/4" = I'0" ID' WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS THE FOLLOLUIN,~ OR APPRO'v'E~ U~P METAL CONNECTOR8 FOR PI~Ot='ER UJlND I~E..51~TANT CONS, TI~UCTIC'N. FOLLOUJ M~NUFACTLIRE'~ RECOMMENDED INSTALLATION INSTf~UCTION~, TO ~,CWIEVE MAXIMUM UPLIFT LOA[~ C,~,PACIT¥, WOOD JOIST-- ~,TAIt~ I~,AILING 1-1/2" SPACE MINIMUM HANDRAIL CONNECTION MAXIMUM DECK./F:'Ot~.CH FR~,ILIN,~ CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNEC'I~D TO BLDG, USING 1/2" DIA. BOLTS @16"OC W~'H W#SHERS RASHING llJCKED UNDER LAPPED OVER FIRST CONT[N, PIECE OF ~DING BELOW · LAG ~OLTS W/WASHERS CONNECTED TO BLDG, ~;t 6" CC BLOCKING FOR LAG BOLTS R[M ]OIST DECK/PORCH LEDGER CONNECTION RIDGE-TO-RAFTER CONNECTION LUR o ONIUB%"EEt,.,,,' 2R%%,APlAppLv ov.' RA' RI RAFTER O ~ TOP pLATE ~ WALL STUD RAFTER TO PLATE/STUD CONNECTION LOCATION 4" - 6" RAFTER 8' - 12" NAP'rER USP NUMBER DESCRIFT[ON RTIO 10-3/4" x 18ga, TYDOWN ANCHOR ET20 21~1/8" X 20ga, 'P/DOWN ANCHOR COINNEC) iu -:ACH RAFTER GIRDER/HEADER SPLICED JOISTS OVER HEADER/,'GIRDER 'OIETTD%;;HEADER)USP."T=BERF%RI=oEICO.NE%%°;,o,,,I WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL 30[STS CONNECI~D TO A FLUSH HEADER TO BE SUPPORTED WiTH THE PROPER S'~EL CONNECTOR, IF ABLE~ SET FIR ]O~TS APROX, I/4" HIGHER THAN LVL HEADER~ TO ALLOW FOR SHRINKAGE. WOOD J BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BEIWEEN ~OLST5 THAT ARE SPICED AND USE WiTH RTiO TYDOWN ANCHORS LEDGER RAFTER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA, BOLTS @[6"0C WITH WASHERS RAFTER RAFTER TO PLATE/STUD CONNECTION TOP PLATE WALL STUD LOCATION USP NUMBER [IAETER/PLATE RTl5 SPIH4 DESCRIPTION APPLICATION CONNECT EACH TYDOWN ANCHOR EAr Fr.~ TO pLATE S'~JD PLATE ANCHOR pLATEsCONNECTTO EAcHOVERsTuD GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION I PBS66 / PREEn6 / KD66 DE'CB[PT/ON APPHCATION POST CAP ANOROR APPLY TO EACH COLUMN POST CAP ANCHOR APPLY TO EACH COLUMN S MPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN LCCAT[ON USP NUMBER x4 SOLID COLUMh PBS44 / pRSE44 / KC44 6x6 SOLID COLUMK HOLLOW COLUMN ROD FOR ~ DOUBLE2x (MINIMUM) FOE HEADER OR BEAM ~ )--THREADED ROD -- CNW COUPLER NUT MINIMUM HOLLOW COLU]~!~ Upi TF! SIMPSON STRONG TiE MODEL STAR1/2 INSTALL AS PER r,~ANUFACFU RE~S RECOMENDATIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION RIM/DECK JOIST POST-TO-DECK CONNECTION USE MIN. C2) lj2" DIA. GALV, BOLTS W1TH WASHERS AND NUTS POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" D/A, GALV, BOLTS ~ WASHERS AND NUTS GIRDE~ CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTIOr LOCATION US'P NUMBERI DESCRiPTiON APPL[CA'DON 3) BEAMS PAU66 OR WE66 POST / BEAM ANCHOR ~ ~PPLY TO EACH PIER ~pPLY TO EACH PIER POST CONCRETE FOOTING DECK POST FTG. CONNECTION LOCATION USP NUMBER DESCR~FT~ON APPHCAT~ON 4X4 POST pAU44 OR WEA4 POST / BEAM ANCHOR ~PPLY TO EACH FOOTING 6X6 POET PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTINL~ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDSRLAYMENT LOAD {MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO DECK AND COVERED PORCH NOTES: I). UnMss othe~lse noted, all framing material to be #1 ACQ pressure treated lumber. ~11 ~asteners, hangers and anchors th be galvinized or stainless steel. ). Girders tot peck jolsth to ba bolted or anchored to each post or pier with washem and nuts. ~irders on concrete piem shall be anchored with proper steel connectors anchored ~th concrete with a minimum 1/2" dis x 7" long anchor bott with washers and nuts. ). Posts supperang girders shall be.anchored th a minimum 24"x24"x12" thick concrete footing, Use a minimum 112" die x 7 long anchor bott with washers and nuts. Foot rigs She )e 3 E. below grade. Ii. Deck joists to have blocking at 8'0 D.C., ~). Flashing shall be installed between the building and ledger, Lapping up the sheathing end over the ledger. Ledger th be fastened fo building with 1/2" dia. bolts with washem and nuts at 16" D.C. Concrete piers shall be a minimum 6" above grape. Ail Joists te be suppeNad with hangers and anchors. Each Joist shall also be anchored girder(s). , Covered Roofs shoU be assemMed and anchored the same manner as a t~plcal building. All metal connections and fasteners in direct contact with ACQ shall have the proper otectlve coating from the manufacture. NAILING SCHEDULE ROOF SHEATHING: JOINT OESCRIPTION (~-~. GpAN~iI'NG NOTES STRUCTURAL PANEL 8d WFCM - BBC ' AS PER TABLE 3 8 ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE lO'WALL: 4-8d COMMOh RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMOh JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE pARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAiL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO 2 - 16d COMMOh PER FACE NAIL TOP PLATE FOOT TOP PLATES AT 4 - 16d COMMOI~ JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 1Bd COMMON 24" FACE STUD O,C. NAiL HEADER TO 16d COMMON 16" C.C. FACE HEADER ~.LONG EDGE~ NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END pLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER =LODE JOIST, BAND JOIS3 2 - 16d COMMON FOOT FACE NAIL END JOIST OR BLOCKING DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: 4 - 8d COMMON PER TOE ~ILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST ENO NAIL BLOCKING TO: 3 - 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL EACH FACE LEDGERTo BEAMSTRIP 3 - 16(I COMMON JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL PER BAND JOIST TO: 2 - 1Od COMMON FOOT TOE NAIL SILL OR TOP PLATE t"IATTIT!JGiC, NY ENEf L NOTE,5 CONSTRUCTION NOTES: · Tho information within this set of construction documents is related to basic design details. They are intended as a construction aid, not a substh~ta Ior generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, stracturally sound and a weatherproof completed product. 2)· The General Contractor is responsible for ensuring that all wed( and construction meats current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even If In variance with the plan. ). Dimensions shall take precedent over scaled drawings. 30 NOT SCALE DRAWINGS). ), The designer has not been engaged for construction supervision and assumes no ,~sponsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety recautions and programs in connection with the work. Them are no warranties for a ~ecific use expressed or implied in the use of these plans. · Refer to the Window and Door schedule for exterior openings. · The General Contractor is to ensure that masonry or prefabracted fireplaces meets exceeds manufacture's specifications and applicable codes. ?), The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. · Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: · The General Contractor and Mason ta review plans, elevations, details and notes to · All footings to rest on undisturbed (virgin) soil. · Provide 1/2" expansion joint matedal between concrete slabs and abutting )r masonry walls occuring in exterior or unheated Intedor areas· new concrete walls being attached to existing concrete structure shall ~e lasts[tad with #4 re-bar, 18" long at 12" D.c.. Use approved epoxy for installation. 5), Unless otherwise noted, ail slabs on grade to be 2500 p.s,i,. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinfoming. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening, Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Damppreof exterior of foundation with bituminous coating as per section R406 of N.Y·S. Residential Construction Code· A 6-mil polyethylene film shall be applied over the below grade portion of extedor walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code· FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind Edition Wood Framing Construction Manual. 2), Unless otherwise noted, all framing and structural wood material ts be #2 + BTR. Douglas Fir, 3), Floors, walls, ceilings and rafters to be spaced at 16 inches o,c, unless noted otherwise, 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug· Fir. Beating wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) Jack studs and (2) full length studs on each side of openings· Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable, 5). Ail flush beams/headers to be installed with heavy duty gaivinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor jctst and under bathtubs, Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on pians. 7). Provide blocking/bridging in floor joists at 8'0 D.C., Use solid blocking in floor joists under all bearing wails, 8). Provide insulation baffles at save vents between rafters. Install draft blocking as needed. 9). Unisss otherwise noted, all roots and wails to have a minimum 1/2" thick. 4-ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech ptyweed subtlest adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's insftuctiens. 11). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8 thick type-x sheetrock, All other parts of building to have regular 1/2" sheetrock· All walls to be taped and finished· 12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barder or approved equal· Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 13), All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be instal[ed with a foam si~l gasket and cop-r-tax termite shield or approved equal WIND FRAMING NOTES · RIDGE-TO-RAFTER ASSEMBLY: gauge strap shall be attached to each pair of rafters in accordance to table 3·4· Nhen a collar tie is used in leu of a ddge strap, the number of '10d common nails required n each end of the collar tie need not exceed the tabulated number of 8d nails in the strap· .~). RAFTER-TO-WALL ASSEMBLY: ,Larval framing and shear wall cearmctions for rafter, ceiling or truss to top plate shall be in accordance to table 3.3· When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shait be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3,3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4), WALL ASSEMBLY TO FOUNDATION: First wali studs shall be connected to the foundation, sill plate, or bottom plata with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate. 3 inch square washes shall be used with the anchor bolts· Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls wtih a minimum of 7/t6 inch wood structural panel on the exterior attached with 8d common nails at 6" D.C. at the panel edges and t2" D.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" D.C. at panel edges and 10" D.C. in the field shall be in accordance with the length requirements specified in table 3.15a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalis shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. INTERIOR SHEARWALL CONNECTIONS: permitted to be increased when inter[or shearwalls are used· Sheathing and connections shall be in accordance with 2,4.4.2 and 2.2.4 respactlveJy. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with upfflt connections iD accordance plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECKAND COVERED PORCH NOTES: ~. Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber· , hangers and anchors to be galvinized or stainless steal 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dta x 7" long anchor bolt with washers and nuts. 3). Posts supporitng girders shall be ,anchored to a 12"x12'x12" thick concrete footing. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts· Footings Shall be 3 ft. be[ow grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders· ¢). Deck joists to have blocking at 8'0 5). A minimum of 10 inch flashing sh~all be installed between the building and ledger, Ledger to be fastened to building with 112" dia. bolts with washers and nuts where neaded. ,. Concrete piers shall be a minimum 6" above grade. · Al[joists to be supported with hangers and anchors, Each Joist shall also be anchored to girder(s)· · Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2), Verify septic system with the Engineer for Suffolk County Health Department approval· · If wall studs, plates or joists are cut out during installation for any plumbing re)ated work, with the pacing permitted. HVAC SYSTEM NOTES t). Mechanical subcontractor is rsspc]ssible for adheatiag to all applicable codes and safety requ rements. 2). HVAC subcontractor is to tully coordinate all system data and requirements with the equ pment supp er. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for fina rev ew and approva). ELECTRICAL NOTES: · All electrical to be instaitsd as per' N.Y.S. Residential Construction Code. · All electrical work shall be apprewed by a qualified Underwriter. · Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 f N.Y.S. Residential Construction Code· NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAiL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST rOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA, SIDE NAIL STUD TO 24' FACE STUD 2 - 16d COMMON O,C. NAIL HEADER TO 16" D.C. FACE HEADER 16d COMMON ALONG EDGEr NAIL TOP OR BOTfOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BO'I'TOM PLATE TO: FLOOR JOIST, BAND JOIS'l 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1.2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY, SPACING'-' JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP pLATE 2- 16d COMMON FOOT SEE NOTE: 1 ROOF SHEATHING: JO,NTDESCR, ,ON SP ;. G ISTRUCTURALEANELI Bti tABW%%T*.= C3'" CEILING SHEATHING: JO,.TDESCR,PTION sP[ i G GYPSUM ,~ c.r~c, ~ 7" O.C. EDGE WALLBOARD 5 .... b,.. 10" O.C. F ELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING STRUCTURAL ~S PER TABLE 3.! PANELS 8d COMMON WFCM - SBC 7/16" OSB 6d COMMON 3" D.C. EDGE PLY~VOOD 6" D.C. FIELD GYPSUM Bd COOLER~ 7" D.C. EDGE WALLBOARD 10" O.C · FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING 6" D.C. EDGE STRUCTURAL1. OR LEssPANELS Bd COMMON 12" D.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-contsr at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path· 2), When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot· PLAN CONTENTEd: OCCUPANCY CLASEOFICATION BI IILDIN~ USE BUILDING HEIGHT TOTAL ~3. FT. OF CONSTRUCTIOn' DESIGN CRITERIA PRESCRIPTIVE AE~ PER N.¥,5, RESIDENTIAL CONSTRUCTION CODE AND ~T. BALCONIE~ DEC~ ATTIC~ ~/o ~TORAGE ~TTIC~ ~/ STORAGE 20 (LIVE LOAD~ ~00~ (OtN~ THAN ~LE~IN~) 40 ~T~I~ 40 ~AU~IL~ (~NT DI~TION) 200 EXPOSURE CATA~O~T LOAD PAtH 6EE CONSTRUCTION A~IND P~TH CONNECTION (ROOF - FOUNDATION) DETAIL PA~E ~ GENERAL NOTE NAILING ~CH~LE BEE ~AL NOTE PAGE EG~E85 6EE FLOOR PLAN6 AND ~INDO~ 6CWEDULE FIRE PROTECTION (SMOKE ~ C02 D~ECTO~5) ~ ~EE FLOOR PLAN~ ~U~ DE~I~ N/A - ~T~NDARD 5TIC~ ~AME CONSTRUCTION ~GT CALCULATION~ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN LINDERLAYMENT FLOOD LOAD ! (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT, MODERATE SLIGHT TO TO HEAVY MODERATE 1'1 NONE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAiL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE lid COMMON @ 6" D.C. 8d COMMON @ 6" D.C. SEE NOTES; 1,3 INTERIOR ZONE Bd COMMON @ 6" O.C· 8d COMMON @ t2" O.C· SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O,C. 8d COMMON @ 4" D.C. SEE NOTES: 1.3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1 ). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to rafter/truss framing members with G>0,49. For framing members with <0.42<G<0.49. the nail spacing shall be reduced to 6 inches D.C. 3), Tabulated 4 inch D.C. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches D.C. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATEJ NOTES iHEATHINGLOCATIONI AT PANEL EDGES I SUPPORTS IN THE PANEL FIELD I 1 " " ISEE NOTES' 1' 3 ( SeTH FIELDS 4' EDGE ZONE 8d COMMON @ 60.C, 8d COMMON @ 12 D.C. NOTE: 2 ~:OR PANEL FIELD INTERIOR ZONE tSd COMMON @ 6' O.C.I 8d COMMON @ 12" O.C. I SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<. the nail spacings shall be reduced to 6 inches D.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails· NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE-X; SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2), USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - I~REBLOCKZNG RE~UIRED FIreblocking shall be provided to cut off all concealed draft: openings (bo~ vertical and horizontal) and to form an effective fire berder between stodes, and betwean a ~p story and the roof space. Fireblocking shall be provided In wood-frame censtm~ion In the following locations. ~.). tn concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal formd spaces shall also be fireblocked at intervais not exceeding 10 feet. BeEs or blankets of mineral or glass fiber shall be allowed as fireblecldng in walls constructed using parallel rows of studs or staggered studs. 2). At all intorconnectJeas between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). tn concealed spaces beb~veen stair stringers at the top and bet~om of the run. Enclosed spaces under stalrs sbe[I comply ,with Section R314.B, N.Y.S, Residential Code. 4). At openings around veal, pipes and ducts at ceiling and floor level, to resist the flee passage of flame and products of cornbusftea. 5). For the fireblockthg of chimneys and fireplaces, refer to Section R1001.~.6. N.Y.S. Residential Code. M~,TTITUC. K, NY P~' ~J 2008, ec,,',~ l/4" = VINEYARD PROPOSED PORCH EXISTING PORCH PROPOSED PORCH VINEYARD TOT,~,L P,&f~t~.ING RE(2UIf~ED.. RET,~IL 6HOP; 22~,~, 8,~. FT. - :200 ~. FT./~TALL = 11.3 5T,~LL~ 8~52 SQ. FT. - I000 ~Q. FT./ 8TALL = ~.~ 5T~LL5 TOTAL: 24,0 5T~LL~ (EXISTINg) (20 5T~LL5 REQUIRED) ' ' CATCH BASIN EXISTING WINERY FRAMED BUILDING EXISTING PORCH EXISTING PARKING CONDITIONS N gS°4'B'4-O'' W 208'.cl6' SITE PLAN SCALE: 1" = 40'-0' I ZONING: .~, (AGRICULTURE) ] HACARI VIN¥,~,~D hlATTITUCK, NY