Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1000-143.-3-1
A�»�.=aK.���osE��� N 0 FO CENTER UNITS n, = AOP� oe. 0 -6 7. z90 ® o ! re�are #1 #2 & #3 a ! -Al 5 x �v FFo-]Er-T �GOPE: FAr5E <EY s a a o V -DIVISION OF EXISTING GENERAL BUSINESS UNIT n3 INTO(2) w°¢rweLL I � A '� pn¢riw © �xr tivuea insuLLeo s sea n .sr�s SEPARATE SPACES."BUSINESS"OOOUPATION OLA551FICATION TO �_��.O ( ` PROJECT LOCATION&SCOPE REMAIN FOR NEW UNIT#3A MERCANTILE"OGOUPATION SITE PLAN&ZONING DATA i � f 'rs aPre arE� S G 51 G S F U T 155 L ( I -cCmaINATION OF GENERAL BUSINEss UNITS t2$ #3A(UNIT#2 �J �/ O T - t1 SHALL NO LONGER EXI5T;IT SHALL 5F ABSORBED#3A) GENERAL NOTES �J RENOVATIONS TO UNITS-I,�+3A,8 -35 ` STRUCTURAL DESIGN CHARTS ADDITION OF NEW UNISEX,ADA-COMPLIANT RESTROOMS d S W c counecrion ae+weeu vAw<i�oos� -xs rL I } rvoimc�s,xe rxwczax oreimo PLUMBING FIXTURES / ^ 6-QQ�j,QQ STRAPPING&NAILING DETAILS �--J vn nT wMg6 I { ��� orccnaaa 5FF-0�.JE�T �AT/-� FASTENING SCHEDULE i... vNs LE mu.sizzz ` ® I ACCESSIBLE PLUMBING ELEMENTS I� EXISTING LINEATION PLAN L z�e sT) O b ,\ I r�xsru�o AS vela ruwx srws ��` F, ttk v?sTf� PROPOSEDFODEMOLITION PLAN /� rt III AII EXISTING FLDOR PLANS LL \M J c� FF Fy,py \ Asvxuccnau�r roe+e>Gvere - A-Q�j,Q ^^ PROPOSED FLOOR PLANS L ^ O q I / ( es�J vi.�ar.FROJ ttcrzass.vicess wwacriari EVARGRA LS I `1 l �N w PROPOSED EGRESS FLOOR PLAN ut1 'FEAnS AQmarice Eu Q erzax 111—AREA X PLUMBING RISER DIAGRAMS a III IF I IF III �eY/ aPA oN w.+u I y� - ; wP ER sT-11 S e sas 3 E ©n ® e 022�0 'qOe p K � c�EL�' OD/ o g siAaa.a sF. PROJECT: s:T �2 aas6o sF. NOFO CENTER UNITS#1,#2 aA=E Exs.1s».o»s»�re , n N - roI'll sn Pw» 10200 MAIN RD P,I I `E" r�aurzm cn r-RaPo�c-o co'muEs MATTRUCK,NY 11952 re DRAWING TRLE: I� O L ceeP°zrwei� "" PROJECT LOCATION&SCOPE SITE PLAIN&ZONING DATA � /0 r.xe nvcan ss�e rxe ro�sce u,� PAGE: G-001.01 �� �aU�JEGT I �P D eiacare�wrzcE--��:� � PROPERTY � - � 51TE PLAN ® �� LOCATION MAP 0ENERAL S"ME30L KET' InAh �,Jll-1 1 1 --- uu IT, ,�T12 ---------- o ----------- -------------j i--4 (D 1C ------------- ------------- - --- --------- < (D 4� 02 T ----------- - -------------I -------------- --------------- ----------------- E1117 FROF05ED DEMOL17ION PLAN-FIRST FLOOR(UNITE,#1,#2, #5) 4,C 42 5,F,5RO55 ARFA(FN71RF FIR57 FLOOR) o - ----------------- LAL2 L�L— I PROJECT: F NOFO CENTER UNITS#1,#2 10200 MAIN RD MATTITLICK,NY 11952 --------------- ;j DRAWING TITLE: EX TING ILOOR PLAN DEMOLrFION PLAN L -------- �PAII ---------- -----------I A-101.01 F-1 EXISTIN5 FOUNPATION FLAN(COMMON AREA5 4 UNIT#5) 2,600�F AREA(ENTIRE FOUNFA71ON LEVEL) 0ENERAL SYME30L KEY: o All uEw Ha vr�anr® " d wcao rrznrre h.s.srz ® to n rz R •'se °..o.—r _4 uN sex n m wuenAw�cAe�J z uEw z-uRvr�rznreo vosr vaRNnus,.u.o v. ,,,o,° leo ssJM '..` .t >co �x a 7 o o (D C) :a 02 ems; —J -- p w 7-- aRJ ,�„er, zae U �O =oa w�d � anb Q — on, J Q 0 I o o �..� c6 a as �� PROPOSED FIR57 FLOOR PLAN(UNI75#I,#5A, B #55) 4,642 5.F.5R055 AREA(ENTIRE FIRST FLOOR) Exlr - ��' ensr wu � s o s _ __ P•N PROJECT: r ' NOFO CENTER z UNITS#1,#2 1WN �s°'„rr"wa sws,ffe� 10200 MAIN RD E°x rsa s.vJ F ®F rms MATTINCK,NY 11952 iiaa sF LL ' s o n er. ) Orz V iisxeFs.c.,aixen DRAWING TIRE: / ,se —= ) � wyv m�si.si+viwsaa NNO PROPOSED FLOOR PLANS n L D sec�aee.�a.e°.r..e.ri.es- % . s�— J �m O s°w sxisr.uv°was°o O i� area°Ksrenrwxs.p°c e u�°c,s rGE: A-103.01 S _ o ` O`E a sccri°w O� swK sw.,��eawiow iw inmiureo l o P S� O zeo�e EweQ<e�r°aew>( access ezeTM iae auMswr��erg,r.°�: �° ww+isuw a i,eR r°Rer.ia iu vum,e�e,s=,ne,r ' iaw ( ©ro�ri°r°r wE"-- amaas iurss ii,3„ c.e° w.4 s,q. / �niugini uwre,u s,a�e O oar rre wrf°ix�K PROPOSED FOUNDATION PLAN(COMMON AREAS # UNIT#3A) "-MA w _ � m GOP. eE. � z� o oo,�� ��o M a< ♦ A Oz �. P2 �% A I "� �E \ o a 7 o o Q I \ YA2K2 o o a ( E I o 1 A 6 A f as, I 1 ♦l oafs Y \ AaEAs 63 A� j O _ os Y = QKK Y Y Y ♦ NO2 ( 2 lamaM '— oo.� ♦ I 1� ♦ I I O A Bi ,� � � s goo a sb �3 � ♦ � I I � ♦ I I V Q \ ♦ Y Y 1 \I ( \ O I o �� % A '� I2 ems, I I _®Y Bi,B2 Q A� v L_____ a�AaE,»E.,,x„n, w��orv,.,E AtioM�E,�Aa„Ex,s�,w,o�agP�,�._A���o2on�� � ♦ A ♦ � O � � � riAllos oe�. A A bMi ♦ % 1 ♦ 1 I ♦. 4ryN2 - F77 " m 2, A I vv "e" L2 6zHz12,JzLi 1 I ♦� �`ffi'°" %1 I I � NaM2 / 1 :11 a Jx� AuDi O P �M2 O �I 4 N�Mi E��osEo oEs sa E��h�tiAres�w, H�Ii,Ji,K,Na l PoM PROPOSED FIRST FLOOR EGRESS PLAN(UNITS#I,#5A, $ #5B) L,_,,, _,_� 4,642 s F.eRoss AREA(ENTIRE FIRsr FLOOR) xALE. I6�2,E2,F2,62,H2,I2 12,Li I © lj= T_ ©Da�2,Fs, xs,,w�. rn f�a.: 4 70 _ a `Y'Ir2 I, — a�n e.�avei+sr cev ce ro,es PROJECT: L2 H�� � `. i la NOFO CENTER UilJ2 © UNITS#1,#2 L l — r 10200 MAIN RD MATTINCK,NY 11952 r — JbJ2 I ,a sr `(1 DRAWING TRLE: y — / oxs 1101011110111111001 PLANS ; e, ems, Hi,H2 ..a ,s6xs O u+ PAGE: LLL ���o�.EM s>u..s,��ou��.,.�„En .'' Y o I I o .�.�E. .,���EE�,_.��,�..�. A-104.01 tl �a Y t � I I" ♦ } a a� �Ew o, o, 7 OF8 1p �) i� G,6z HII vb O�LI L-2 PROPOSED FOUNDATION EGRESS PLAN(COMMON AREAS E UNIT#EA) 2,600 SF_OR055 AREA(ENTIRE FOUNDATION LEVEL) scue is o z� - yq �x aa' �o U i N t— 02 U a 0 NF� 0 s s PLUMBING RISER—DRAIN/WASTE/VENT PLUMBING RISER—SUPPLY PROJECT: xa E. ALE NOFO CENTER UNITS#1,#2 10200 MAIN RD MATTITLICK,NY 11952 DRAWING TIRLE: PLUMBING R5ER D110RAM5 PAGE: P-101.01 i[:10/30/24 8 OF 8 From: Doug Scharadin <dscharadin@amparchitect.com> Sent: Friday, May 30, 2025 9:55 AM S,,b-P To: Cerezo, Mara;Westermann, Caitlin =1� t c Cc: Darcee Oppici Subject: Fwd: NoFo Center Drawings-AMP Architecture [IRKAttachments: NOFO Center_10200 Main Rd_DOC2 REV3_101024.pdf Hi Mara and Caitlin, Are you able to assist with this? Please see below. Thank you, Doug ---------- Forwarded message--------- From: Doug Scharadin<dscharadl am parchitect.com> Date: Mon, Nov 25, 2024 at 9:55 AM Subject: Re: NoFo Center Drawings-AMP Architecture To:Shania Gordon <s ordon am architect.com> Cc: < rian.cumr rin town.soutt oid.n .us>, Darcee Aufenanger<daufenan am.parchitect.com> Hi Brian, Here are updated plans per the as-built conditions for the building permit. This was reviewed by the Building Department. Can you please issue a final planning letter of approval or advise what items or information is still needed? Thank you, Doug Doug Scharadin Operations Manager A M P Architecture Design + Build Office: 631-603-9092 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 fix S "INS „ Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1 179 Southold,NY 1]971-0959 BUILDING DEPARTMENT IM: �'� 1TOWN OF SOUTHOLD 25 MEMORANDUM TO: James H. Rich III, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: May 30, 2025 REQUIRE MENTS FOR SITE PLAN ELEMENTS & CE FI ICATION Project: NOFO Center Location: 75 Marlene Lane Mattituck SCTM# 1000—Section 143—Block 3—Lot 1 Date: September 25 2024 Revised Date: 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 USES BUSINESS OFFICE AND RETAIL ARE PERMITTED USES IN THIS B DISTRICT AND ARE SO CERTIFIED. /00"� Michael J. Ve Chief Building Inspector PLANNING BOARD MEMBERS MAILING ADDRESS: . P.O. Box 1179 JAMES H.RICH III ��� Southold, NY 11971 Chairman OFFICE LOCATION: MIAJEALOUS-DANK Ac Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSHI Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Senior Planner GC, 601 Date: May 23, 2025 Re: Use Certification Request Proposed Site Plan for NOFO Center Amended 75 Marlene Lane, Mattituck SCTM#1000-143.-3-1 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District. The property is located at 75 Marlene Lane, Mattituck. Your certification is requested by May 30, 2025. If this date is not feasible, please contact this office. Thank you for your time and cooperation. Encls: Site Plan Application Site Plan M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone: (631)603-9092 Design + Build September 25, 2024 T0: Town Of Southold y Su7-p,,�, � Planning Department f ReCEIVED FED' 25 2024, FOR: NOFO Center of o� 7own.w__ 10200 Main Road Planning Board Mattituck NY SUBMITTAL: 0 (5) copies of revised architectural plans Please contact our office if you have any questions: 631-603-9092. Page 1 of 1 REV 090924 OFFICE LOCATION: „ + N MAILING ADDRESS: Town Hall Annex , °` P.O. Box 1179 54375 State Route 25 ��� w Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY k Telephone: 631 765-1938 www.southoldtownny.gov . ,Z � . uffN ZXX PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 6, 2023 Mr. Anthony Portillo, R.A. AMP Architecture 1075 Franklinville Road Laurel, NY 11948 Re: Conditional Approval — NOFO Center Amended 75 Marlene Lane, Mattituck SCTM#1000-143-3-1 Dear Mr. Portillo: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, June 5, 2023: WHEREAS, this site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District, Mattituck; and WHEREAS, on October 1, 2021, Anthony Portillo, authorized agent, submitted a portion of the materials for an amended Site Plan Application for review; and WHEREAS, on November 9, 2021, Anthony Portillo, authorized agent, submitted a portion of the materials for an amended Site Plan Application for review; and WHEREAS, on November 16, 2021, Anthony Portillo, authorized agent, submitted a photometric plan for review; and WHEREAS, on November 23, 2021, Anthony Portillo, authorized agent, submitted a Notice of Disapproval for the file; and WHEREAS, on December 6, 2021, the Planning Board accepted the amended application as complete for review; and NOFO Center Amended Page 12 June 6 2023 WHEREAS, on December 6, 2021, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action was a Type II Action as it falls within the following description pursuant to State Environmental Quality Review Act (SEQRA) 617.5(c)(2) ". . . replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site, including upgrading buildings to meet building or fire codes"; and WHEREAS, on December 12, 2021, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, per the agreement with the SC Planning Commission, this action is a matter for local determination because it is a site plan application proposing less than 5,000 square feet of new or renovated floor, and does not require a referral to the Commission; and WHEREAS, on January 10, 2022, a Public Hearing was held and closed; and WHEREAS, on January 13, 2022, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; WHEREAS, on January 25, 2022, the Southold Town Engineer reviewed the revised site plan and determined that revisions were necessary in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on February 1, 2022, the Southold Town Fire Marshal reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on February 1, 2022, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on February 22, 2022 the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, at their Work Session, held on February 28, 2022, the Southold Town Planning Board reviewed the proposed amended Site Plan and determined that revisions and additional information were required; and WHEREAS, on March 16, 2022, Doug Cabral, authorized agent, submitted a detailed request to the Planning Board to proceed with interior work of Unit#3 prior to site plan approval; and NOFO Center Amended Page 13 June 6, 2023 WHEREAS, on March 18, 2022, the Planning Board agreed to allow the applicant to proceed with interior work to Unit#3 prior to site plan approval as detailed in the request referenced above; and WHEREAS, on March 25, 2022, Doug Cabral, authorized agent, submitted a detailed request to the Planning Board to proceed with interior work to Units #1 & #2 prior to site plan approval; and WHEREAS, on March 29, 2022, the Planning Board agreed to allow the applicant to proceed with interior work to Units #1 & #2 prior to site plan approval as detailed in the request referenced above; and WHEREAS, on July 19, 2022, staff provided an update to the applicant via email that no information or revised site plans had been submitted since the Planning Board follow-up letter of February 28, 2022; and WHEREAS, on October 5, 2022, Anthony Portillo, authorized agent, submitted a portion of the required items for review; and WHEREAS, on December 13, 2022, Anthony Portillo, authorized agent, submitted a revised photometric plan for review; and WHEREAS, on February 17, 2022, staff provided the Code section and Chapter 172 details for the applicant via email; and WHEREAS, on March 9, 2023, Anthony Portillo, authorized agent, submitted a revised photometric plan for review; and WHEREAS, on March 30, 2023, staff provided review comments and analysis to the applicant via email regarding the proposed Photometric Plan pursuant to Chapter 172; and WHEREAS, on May 23, 2023, Anthony Portillo, authorized agent, submitted a revised photometric plan and a revised site plan for review; and WHEREAS, on June 1, 2023, Anthony Portillo, authorized agent, submitted a revised site plan for review; and WHEREAS, at their Work Session, held on June 5, 2023, the Southold Town Planning Board reviewed the proposed Site Plan and determined that with exception of the conditions listed below, all applicable requirements of the Town Code site plan regulations, Article XXIV, §280 Site Plan Approval were met; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further NOFO Center Amended Page 14 June 6 2023 RESOLVED, that the Southold Town Planning Board hereby grants Conditional Approval of the site plan entitled "NOFO Center Planning" prepared by Anthony Portillo, R.A., dated November 4, 2021, with the following conditions: 1. Provide the following items on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. a. Provide required ADA compliant parking stalls as specified above; b. Provide a location in the rear parking area for cross access connection to the adjacent parcel to the east and the previously approved cross access location. 2. Obtain a Use Certification from the Building Department. The conditions listed above must be met, and an approval resolution issued by the Planning Board at a future public meeting before the site plans can be officially endorsed and before any building permits can be issued. If you have any questions regarding the above, please contact this office. spe 11 Donald J. Wilcenski Chairman Southold Torn Planning Bgar' C `l VOrk Sess on -- June 5 2� Pace, .._ _ _...... Project Name SCTM#NOFO Center Amended 1000 143 3 1 Location, � cation _w.... 75 Marlene Lane, Mattituck Description. This site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi- use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District. ....w_ _.... _. . .. .. _... Status. . '..Pending_ .... W. ..........._........__w ..........,_.... _ ...._ www... ...... Action Review for Determination Attachments...__.._ _.. _.. Staff Report..........._ �w...o ..._ _ Peconic La _,.g . .. w Lo ect Name " p ... ...�...... .w _.._. 25 f _ g . .. ndm Dmm Additions SCTM# 11000 35 1 Location: 1500 Brecknock Road Green ort This amended site plan is for the proposed construction of a 1,998 sq. ft. Description: addition and interior alterations to the existing dining building, all part of an existing continuing care retirement community on 144 acres in the Hamlet DensityZoning w............ ....._ ......... .. ..... ... _.. ..... _mm._..._ Statu s �. _�.,6p rp.,oveq ........ c Review for CO. Attachments: Staff Report , .. . ....._............. _ � _. ...... .... _.._._w�w......_..... _,,,.. __.._ ...F Pro cct N _. -. ... Locationwame _ �566 5 NYS Route 5„ Southold � SCTM#. 1 1000 63 3 15µ q _.........._ .. ..._._ §.. _ ... Description _ _ re is p e with ate 4 s is addition into a 74 ...e._stin_. 0 __. . .._....__. __.; This prop p s for the conversion of an existing 3,026 sq. ft. residence 58 q. seat restaurant and the construction of a hotel with 44 units, and an outdoor pool on 6.75 acres in the Hamlet Business,Zoning District. _. atus; Pending .m.. S tion Review for Conditional D'et ermination& B on mat d Estie wAttachments, Staff Rem.., _. .. .. _. _ ._ ...... ... _. .. Amended _.-___�. .. ...�. (1000 141 4 2 3& 141 Protect Na me- Hard Corner Heart of Love Lane SCTM# 1000 141 4 6.2 -4 6 1) _- _...... �.�. _.. ._.. .......... ke ituck Desctri tipon: This amended Site Plan is for the proposed alteration and conversion of anµMMW P existing ±16,500 gross sq. ft. commercial office building (with basement) to contain a 56 seat restaurant and two retail spaces on the first floor and two commercial spaces and an accessory apartment on the second floor, all on I 0.784 acres w._ e the in the _... HB Zoning District. _ �.... .... � ._.�. .......... .._.M._., u............w... ._....... ....__ tus Approved with Conditions _ St bon Status Update _ Ac _.. F[ _..._... _... ..... ..._ .... ... ............. _.. .... ..M w. _ [,Staff Report WAttachments S Southold Planning Department Staff Report Site Plan Application Work Session — Update Date June 5, 2023 Prepared By: Brian Cummings I. Application Information Project Title: NOFO Center (aka Celic Center) Applicant: AMP Architecture (Christopher Pia, Owner) Date of Submission: November 9, 2020 Tax Map Number: 143.-3-1 Project Location: 10200 Main Road Hamlet: Mattituck Zoning District: General Business (B) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.7 acres Building Size 4,866 sq. ft. (no change) This site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District, Mattituck. 1. Existing: Five Unit multi-use building with no previous approved site plan. This application is to bring the site up to date and reflect uses on site with updated parking schematic and lighting. 2. Proposed: convert interior of building to provide for: a. *Units #1 and #2 to be combined (1,327 sf total, 7 service chairs) for Nail Salon/Beauty Parlor *Staff Update: in the time since the Planning Board's referral review, the proposed Salon/Spa tenant has relocated and the applicant has included these spaces therefore the applicant will not be pursuing the interior conversion work necessary, nor the approval and installation of the I/A On-site Wastewater Treatment System (OWTS) as proposed earlier. Now, there is no proposed change to the existing parking areas and asphalt. b. Unit#3A— 734sf of office c. 'Unit#313 — 370sf retail d. Unit#4 — 849sf retail (n/o/f In the Attic Too) 1 e. Unit#5 — 719sf Retail (n/o/f Basso) III: Analysis 1. State Environmental Quality Review Act (SEQRA) Type II Action 617.5(c)(2) of replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site, including upgrading buildings to meet building or fire codes" 2. Parking: Office — 1,625 / 100 = 16 required Retail — 1,821 /200gfa = 9.1 / 10 required Total required: 39 Total provided: 36 (n/c from existing) Staff: parking is less non-conforming than previous building use entirely of office space 3. Exterior lighting information a revised photometric plan has been provided that accounts for eighteen (18) fixtures and is consistent with Chapter 172. The lighting plan is a significant improvement from the pre-existing site. Lighting has been reduced by more than 50% in fixture quantity and intensity. 4. Staff Analysis: a. Two (2) parking stalls on site are required to be designated as ADA compliant based on the 39 stalls required; b. The adjacent parcel SCTM#143.-3-33.4 to the east (Chase Bank) was approved in 2010 with a location for "possible future cross access" SwA0.$,SPP'CR'hIU jsT. y �� 10' V POS519LE FIffURE CROSS ACCBS LOCATION—/' b " _.... . .. ....... ...... ......... � f vsauuauKm pArnciNc easy ✓ .. q -� i. This cross access location abuts the subject parcels rear parking lot area. The Board should consider whether to activate this location for a cross access by providing a similar drawing and location on the subject site plan. c. Main Freestanding Sign: the existing main freestanding sign near the front property line bordering NYS Rt 25 ROW includes a note on the site plan that states "Raise existing sign to higher elevation and provide top mounted sign lighting" i. §280-85(D)(7) of the Town Code specifies that a freestanding sign may not exceed 24sf and the upper edge may not extend more than 15 feet above the ground. Staff: the final design, elevation and lighting of the freestanding sign ought to be verified as consistent with the Town Code and reviewed by the Board prior to installation. This can be an on-going condition of approval. IV: Items to Consider 1. Consider a Conditional Approval determination with the following conditions to be met prior to endorsement of the site plan: a. Provide all required items on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. i. Provide ADA required stalls as specified above; ii. Provide a location for cross access in the rear parking area for access to the adjacent parcel to the east as detailed above; b. Obtain a Use Certification from the Building Department; 2. Draft list of potential on-going conditions: a. The final design, elevation and lighting of the freestanding sign must be reviewed by the Board prior to installation; and, verified as consistent with the Town Code b. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan pages of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 3 c. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. Note: a draft electronic site plan (PDF) including the items listed above is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. 3. Once the conditions listed above are satisfied, the application will be scheduled for a final determination at the next available Planning Board Public Meeting. 4 Submission Without a Cover Letter !-MT-1 ECI-MC Name: Nl t r�� � c.1 - Project Title: p-- a Ca) ,k' -, Planning Beard SCTM#: 1000 - —_Planning in Board . -2 Date: & j . ly, � Details of Submission: Ale- -y— p ho �o rvU,-� r (� plans , ' A rc h i to ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build 5wck Town of Southold May 05, 2023 Planning Board Office F ' P.O. Box 1179 MAY 2 3 2„02 Southold, NY 11971 Sol utr7oW'fo n Re: NOFO Center Revised Photometric Plan Nanning Board 10200 Main Road, Mattituck SCTM #1000-143.-3-1 Brian Cummings, Following the receipt of the NOFO Center Revised Photometric Plan email dated March 30, 2023 concerning the proposed photometric site plan at 10200 Main Road, Mattituck(SCTM #1000-143-3-1),the following revisions and explanations have been made to resolve outstanding concerns: Comment#1: Please increase the scale of the plan and improve legibility. It is very difficult to discern the text for which fixture types are proposed in the locations shown. Response: Photometric Site Plan has been plotted on a 24"x36" page to increase legibility. Additionally, enlarged site plan views have been added to increase legibility of footcandle values at the building entrances. Comment#2:Clarify the number of fixtures proposed. The Luminaire Schedule shows 21 and the Luminaire Location Summary table shows 24. Verify the accurate number of fixtures are also displayed. Response: "LumNo" in the Luminaire Schedule has been revised to indicate sequential numbering of lighting fixtures. 18 fixtures total are present in the Luminaire Schedule. See also Site Plan Notes and Exterior Lighting Analysis on Page G-001 of the construction documents. Comment#3: Foot candle values are not shown below the "blue dot"fixtures along the front of the building. Need to verify that they are less than or equal to S.Ofc. Response: Updated photometric analysis to incorporate footcandle values beneath the building entrance recessed high hat fixtures. See Enlarged Photometric Site Plans"A" and "B" in particular for verification that values do not exceed S.Ofc. Comment#4: Provide mounting heights in the Luminaire Schedule. It appears mounting heights are shown in column "Z" in the Luminaire Location Summary but this should be more clearly provided Response: Revised Luminaire Location Summary column header to clarify column "Z" is mountain height. This information is also provided in Site Plan Notes C and E on Page G-001 of the construction documents. Comment#5: Provide color temperature information in the Luminaire Schedule(:53000K;2700K for LED).The cut sheet specifications provided will supplement the photometric plan, but this important Code requirement should be more clearly provided on the plan. Response:This information is provided in Site Plan Note C and E on Page G-001 of the construction documents. Comment#6: Provide the total lumens proposed (sum of all fixtures) and the maximum lumens permitted by Code(18,250=0.73 x 25,000) in the Luminaire Schedule table. Response:This information is provided in the Exterior Lighting Analysis table on Page G-001 of the construction documents. M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Comment#7:What are the mounting details of the fixture proposed in the front parking area? Please verify this is not an obstruction to the parking stalls. Response: This information is provided in Site Plan Notes C and D on Page G-001 of the construction documents. The placement of the proposed lighting fixtures to not interfere with any of the existing 10'x20' parking stalls. Please contact me if you have any questions or additional requirements regarding this application. Sincerely, Anthony Portillo, Principal AMP Architecture, PLLC 631-603-9092 AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Town of Southold December 12, 2022 a Planning Board Office P.O. Box 1179 Southold, NY 11971 RECEIVED FtE�Re: Proposed Site Plan for NOFO Center .JW:m�. 02Z 10200 Main Road, Mattituck our°ucaV Town...... SCTM #1000-143.-3-1 Planning Board Brian Cummings, Following the receipt of the write-up of Planning Board comments from the February 28, 2022 Work Session concerning the proposed site plan at 10200 Main Road, Mattituck(SCTM #1000-143-3-1),which were issued March 18, 2022,the following revisions have been made to resolve outstanding concerns: Comment#1:Obtain approval from the Suffolk County Department of Health Services(SCDHS)and provide a print of the approved Site Plan including the seal,stamp and signature of the SCDHS. Response: SCDHS approval is currently pending. Comment#2: Please provide the items listed below on a minimum of five(5) revised site plans. Plans should include the seal,stamp and signature of the professional preparing the plan #2.a Town Engineer comments pursuant to Chapter 236: #2.a.1.The Site Plan Notes state that areas of the existing parking lot will be disturbed during installation of a new septic system. Show the location of the proposed septic system on the plan, including setbacks from existing and proposed drainage structures. Response: Proposed septic system and relevant setbacks added to Site Plan on Page G-001. #2.a.2.Show the extent of the proposed asphalt disturbance on the plans. Response: Erosion Control Site Plan added which includes delineation of the area of proposed asphalt disturbance. See new Page G-004. #2.a.3. Provide drainage calculations for the parking lot impacted by the installation of the new septic system. Ensure that runoff from all asphalt surfaces flows to the drainage system and that the drainage system has the capacity to store the runoff from a 2" rainfall event. Response: Drainage calculations added to Page G-004. #2.a.4. Provide details for the Test Hole shown on the drawing. Response:Test Hole data added to Page G-004. #2.a.5. Provide a detail showing how the disturbed asphalt pavement will be restored. Response: Asphalt Restoration Detail 2/G-004 added to Page G-004. #2.a.6.The final plans must show details for all new drainage structures and drainage piping. Response: Storm Water Drywell Detail 1/G-004 added to Page G-004. A M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build #2.a.7.The final plans must show the location of and details for all relevant erosion and sediment controls including, but not limited to,the construction entrance,drainage inlet protection, concrete washout area and soil stockpile areas. Response: Erosion Control Site Plan and relevant Erosion Control details added to new Page G-004. #2.b Provide a full scale photometric plan pursuant to Chapter 172 and the following: #2.b.1. Foot candle values shall not exceed 5.Ofc on site.There are multiple spots where this foot candle value is exceeded. Response: Proposed lighting revised to ensure all foot candle values below 5.Ofc on site. See revised photometric plan. #2.b.2. Foot candle values shall not exceed 0.05fc along the Marlene Lane property line.There are multiple spots where this foot candle value is exceeded. Response: Proposed lighting revised to reduce foot candle values below or as near to 0.05fc along the Marlene Lane property line as feasible for this existing site. See revised photometric plan. #2.b.3. Foot candle values shall not exceed 0.1fc along the west property line;.There are multiple spots where this foot candle value is exceeded. Response: Note that Marlene Lane property line (see Comment#2.b.2) is this property's western lot line. It is believed that the above comment intended to refer to the eastern lot line. Similar to the previous response,the proposed lighting has been revised to reduce foot candle values below or as near to 0.10fc along the east property line as feasible for this existing site. See revised photometric plan. #2.b.4. Color temperature shall not exceed 3000K(2700K LED)for any fixture.All fixtures cannot be confirmed as<_3000K or 2700K for LED. Response: All proposed fixtures have been specified to utilized LED's with a 2700K color temperature (Site Plan Note "C" on Page G-001). #2.b.5.Total Lumens=0.73 x(commercial) 25,000= 18,250 permitted. Proposed total =42,294. Response:The proposed lighting has been revised to reduce the total lumens as much as feasibly possible for the existing site, while still providing the recommended illuminance levels for such a property. See revised Exterior Lighting Analysis on Page G-001. Please contact me if you have any questions or additional requirements regarding this application. Sincerely, Anthony Portillo, Principal AMP Architecture, PLLC 631-603-9092 .. ........... .......... GALN Galleon III Area /Site Luminaire 77- , Product Features Light ANchltextTM Product Certifications Interactive Menu • Ordering Information page z 40, 2` 490 • Mounting Details page3 �rxlTlrl�a • Optical Distributions pages 2 • Product Specifications pages r • Energy and Performance Data page6 ° • Control Options page 10 Quick Facts 4) Connected Systems • Lumen packages range from 3,300-73,500 (33W-552W) • WaveLinx Lite • 16 optical distributions • WaveLinx • Efficacy up to 159 lumens per watt Dimensional Details Standard Arm Pole Drilling Patterns _ Type"N" 39 4"119mm1 Diameter 2" Hole ....... ',7AN"122mml 1 l p�M14mm�nq 12a 9/16"114mmi Diameter Holes 9-1/2" .,A,,. 1241mml- EPA with Standard Number of Housing Length"B" Weight with Standard or 1-4 161 1............. 2222 _. 29lb 0.95 5-6 22 9Ib 0.95 . 7 9 22 28 1/8" 481b 1.1 DEC 13 0 NOTES: �._... For arm selection requirements and additional line art,see Mounting Details section, y" y.y ry own n.,..._._ ....... .. ..m_� ..._ i Planning 0oard NOTES: + 1.Vlsil h[[QS.;QK,tNmW14M4,pry l4ipl'XIIOw+dlallffi„NSi',FaS to confirm qualification Not all product variations are DLC qualified, Z IDA Certified(3000K CCT and warmer only,fixed mounting options) COOPER 1prG% Ja rPS500005 BEN page eNi Lighting Solutions ��T... / �•, � ,., � % /� /��%/'i 1,�. .... it . ,.1 ' I rill','.. ,I � 11. r //,...// ,� .i�-fa- �- / I....... fl i,�. ...f, ��r��ll��r����r�rr���J)IV��1�iJJ�J�)�i��illii�ii�����ai,i,J•��JJ��,yrr�r�yr�'��J1�11 J��J�� Ordering Ilinf irmation SAMPLE NUMBER: GALN-SW-740-11.11-WT-GM d GALN=Galleon II SA1=1eSquare A=600mA _ 722=70CRI,2200K 0=120-277V 1 T2=Type II ]Blank]=Standard Pole Mount Arm AP=Grey BAA-GALN=Galleon II SA2=2 Squares B=800mA 727=70CRI,2700K H=347V-48OV7." T2R=Type II Roadway QM=Standard Pole Mount Ann BZ=Bronze Buy Arriencan Act SA3=3 Squares 0=1000mA 730=70CRI,3000K 1=120V I T3=Type III with Quick Mount Adaptor BK=Black Comp114111 P7 SA4=4 Squares D=1200mA 0,11 735=70CRI,3500K 2=208V T3R=Type III Roadway PA=Pole Mount,Adjustable DP=Dark Platinum TAA-GALN=Galleon II Sl Squares 740=70CRI,4000K 3-240V `T4FT=Type IV Forward Throw SP=Slipfitter,Adjustable' GM=Graphite Metallic Trade Agreements Act Sl Squares 750=70CRI,SOOOK 4=277V 7 T4W=Type IV Wide MA=Mast Arm,Fixed WH=While 9 SA7=7 Squares 760=70CRI,600DK 8=480V Compliant' 9=347V 7.30 SNQ=Type V Narrow WM=Wall Mount,Fixed RALXX=Custom Color SA8=8 Squares 827=80CRI,2700K WA=Wall Mount,Adjustable SA9=9 Squares DV=277V-460V DuraVolt 5M0=Type V Square Medium 1 q 830=80CRI,3000K 2q,90,39 SWQ=T e V S ware Wide UP=Upswept Arm AMB=Amber,590nrl Drivers yP q SL2=Type II w/Spill Control SL3=Type III w/Spill Control SL4=Type IV w/Spill Control SLL=90"Spill Light Eliminator Left SLR=90"Spill Light Eliminator Right RW=Rectangular Wide Type I AFL=Automotive Frontline t DIM=External 0-10V Dimming Leads" BPC=Button Type Photocontel OA/RA1016=NEMA Photocontrel Multi-Tap-105-285V F=Single Fuse(120,277 or 347V Specify Voltage) PR=NEMA 3-PIN Pholocontrel Receptacle OA/RA1027=NEMA Photocontrel-4BOV FF=Double Fuse(208,240 or 460V Specify Voltage) PR7=NEMA 7-PIN Photocontrel Receptacle" OA/RA1201=NEMA Photocontrel-347V 20K=2OkV UL 1449 fused surge protective device" SPB2=Dimming Motion Sensor,9'-20'mounting Y° OA/RA1013=Photocontrel Shorting Cap 2L=Two Circuits 10 SPB4=Dimming Motion Sensor,21'-40'mounting w' OA/RA1014=120V Pholocontrol HA=50'C High Ambient SPB2/X=Dimming Motion Sensor,limited square count,9'-20'mounting Y0 MA1252=1 OkV Surge Module Replacement HSS=Installed House Side Shield" SPB4/X=Dimming Motion Sensor,limited square count,21'-40'mounting" MA1036-XX=Single Tenon Adapter for 2-3/8"O.D.Tenon GRSBK-Glare Rvddcaaag Shlelui,Black11 ZW=WaveLinx Module and 4-PIN Receptacle 10 MA1037-XX=2@180"Tenon Adapter for 2-3/8"O.D.Tenon GRSWH=01aae Reduachng Shield,Wh le11: ZD=WaveLinx Module with DALI driver and 4-PIN Receptacle 10 MAI197-XX=3@120"Tenon Adapter for 2-3/8"O.D.Tenon LOF=Llglpf Square Trim Painted to Nda9ch Housing" ZW-SWPD4XX=WaveLinx Sensor Only,7-1 Sit 10•u a MA1188-XX=4@90"Tenon Adapter for 2-3/8'O..D.Tenon TH=Tool-less Door Hardwares ZW-SWP05XX=WaveLinx Sensor Only,15-40ft 19l93 MAI I89-XX=2@90`Tenon Adapter for 2-3/6"0.D.Tenon CC=Coastal Construction finish' ZW-WOFXX=WaveLinx Sensor with Blueteoth,7-15ft 10•9P•" MAI190-XX=3@90"Tenon Adapter for 2-3/8"O.D.Tenon L90=Optics Rotated 900 Left ZW-WOFXX=WaveLinx Sensor with Blueteoth,15-401t 11•1$13 MA1191-XX=2@120°Tenon Adapter For 2-3/8"O.D.Tenon R90=Optics Rotated 90"Right ZD-SWPD4XX=WaveLinx Sensor Only,7-15ft r°,u4 n MA7038-XX=Single Tenon Adapter for 3-1/2"O.D.Tenon AHD145=After Hours Dim,5 Hours 2S ZD-SWPDSXX=WaveLinx Sensor Only,15-40ft 19"ll MA1039-XX=2@160°Tenon Adapter for 3-1/2"O.D.Tenon AHD245=After Hours Dim,6 Hours" ZD-WOBXX=WaveLinx Sensor with Bluetooth,7-1 Sit 99•"'3 MA7192-XX=3@120"Tenon Adapter for 3-1/2"O.D.Tenon AHD255=After Hours Dim,7 Hours u ZD-WOFXX=WaveLinx Sensor with Bluetooth,15-40ft 9%1; MA7193-XX=4@90"Tenon Adapter for 3-1/2"O,D.Tenon AH0355=After Hours Dim,8 Hours a DIM10-MSIDIM-L20=Synapse Occupancy Sensor(9'-20'Mounting)10 MA7194-XX=2@90"Tenon Adapter for 3-1/2"GO.Tenon DALI=DALI Drivers DIM10•MS/DIM-L40=Synapse Occupancy Sensor(2l'-40'Mounting)99 MA7195-XX=3@90"Tenon Adapter for 3-112"O.D..Tenon SRA238=Adapter kit for mounting to 2-3/8"O.D.Tenon LS/HSS=Field Installed House Side Shield 1•91 LS/GRSBK=Glare Reducing Shield,Black9•t3 LS/GRSWH=Glare Reducing Shield,White'l LS/PFS=Perimeter Shield,Black" WOLC-7P-10A=WaveLinx Outdoor Control Module"•99 WOA-XX=WaveLinx Wireless Sensor,7'-15'Mounting Height 9a."'1e,10 WOE-XX=WaveLinx Wireless Sensor,16'-40'Mounting Height nil ........ .. -. ......... ..............................._.. .................................................. W,.,,,,...,,,,,,,-...,.,... Nn PES 1 Cuslomnr r responsible or engrneenng analysis to ronfian not and fixture cardlel ility for all applications Refer to our 17.Not evadable with Will viands,n,rper VPf"•"s110311N tom ull it xanpean lains,'rudion 19.Net ar use with 514%idil5l or RW done,_A black trim plate is used when Has is selected. 2.Wcugal.IglatO g'r3'1ronfn1n0yk quarried fivgNS to www.de,ighl gr&.arg gtimBlried Products List under Family lintels far cool 19 Carnal:be used with other control options 3.U nfit consumption Ia1 sfi salt 5,993,tol per ASTAII B 117,with s sel ibe aeong at 9 par ASRiil DTSap, 2n. ow'wrlRPgy4m a@Ial a1 le'rd RWE4M19A ewN 1a"a'IM18tnW1111C rlMkurC.lV'�54 fVl'YIrSa'hlr w14Ptl eA8„1�4 fYa7Cgr4tCd Mtn�nrtfili f'garlon9 Not available with I option. 21.tl4^sd,E OanaWSce oP wary 5P6,qN,R,.rar rlOeeAlrt p wMAxar Is xHaui7hlk Af aNtlm 9,*rvlarad Maw u+r W+"kyraB WldpNpd:el4. 4.Drive current 1200l not available wdh color temperatures 722,727 or 830 when either Hill options are selected 22 4expurma tile,ug t at BPC pYnol'acnnnR4 min me t1W'Y ur Pq?Thi rstectiflalnJ rmu:apdmc&e with phval MlNlaad arc"dcry. 5.TH option not 38 rated Not available with Coastal Construction(CC)option. 23 Notfor use with T4FT,T4w or SI4 optic a See IEC files for details 6.Not annual w ha,vollagt raddia d H,a or 9. 24 Se.nleu arin6guol mobile application toluro d for configuration See card"its hail tw dctlailw'. T Requires the Irse or an mlrrtaa Stop down lransrormer when remained with sensor options Not available in combination with 25 RearpurX with paper,of Light Squares expotrealad by the SPB,referencrof lMn'St 6dV Aen110aurryegTable"oa the controls page the HA high afnhient and sensor options at I. 26 Not available with H G GRSWH ar GRSBK '... B.H,dluepahlu.4fgafrcd2we Aair&anted luaerg4m.'al3"ClkilMBrh,For'potpnting Pin y,•38A"'C B.Ya:Amms,pdW accea'wely 5Rdm8;9R, 7.7.0elRy txmduct cztavapurrxliueeswylMr these designated preCrxes are iyAll ro law ruw gr9inrv1 WICK the Buy Ameituan Act o[riex,8(BAA)ur 19.Ono rvquipedIm'e„ar-N p,rghr:S4uanr .Cradt'Vuyememont,Asi.uflpiad'(I'"AAb.respectively.Please referto(t'r I if L(1.,�,,,,iweM&I(e tar mpe ipfn,m,aCuawr. m 71L uan wvwllkrtrMw w,n5 N'�art;rMC sir 4a0V.Pu, �Rvadmhl with Wrve'duea'or En119Alrvd a "oars,or204N su yc motion CMrwnNreotx*.hu ppid separatel'R dray aceparatrly wlully and un to dnrwipducper nrc0 requeicm CMRw 11,Requires PR7, 23 IS,RPAA,%1"M,upihearent,4,AdMessarles sold%yinpausly will be wrpolontly olitvlx'd hall denia iu preference requirements, 12'Rardace Xx with sensor color(Wn By isiv 3K.) Consult talunry for frontal ianotau tal'nnv. 13.WAC fil'alevaay required to enable f nIdiwnfigooda lily:Order{MAC-PoE and Ill 120('1 DV to PnE inlertor)power supply If 29 DuiaMrdt ravers Ill addend pru Sulchou Pam power quality issurs such as loss of neutral,transients and vol nuctu unions Visit I erded.WAG lint required rut LC Medal sensors. 'F6 9u V IA,a PI,`-r.ue,4 for moee Informal 14'Requirrs ZW or Zo rOrxrplaele. 30 4a0Vnor Lie be.used with ungrounded or imvucdraece onaunded sparens 15.Narpw-hand 590nara l5'nm for wildlife and oeservsel use Choose drive current A;supplied at Kul drive current only. 3'I Not availadde in 1 square configuration at aroul or 600im Not avaud&k4r with any control option except SPII Exam fumiaaire wattage available in IES firs.Available with 5WO,514Q,91.2,51.3 and SU distributions..Can be used with H55 option.. 16 Set of 4 all One set requited per Ligin Square, LumenSafe Integrated Network Security Camera Technology Options(Add as Suffix) I.-LamenSalle Teohnalda0y' d, D=Standard Dome Camera C=Cellular,No BIM R Cellulal;,Rog Is H=Hi-Res Dome Camera A=Cellular,AT&T WzWi-Fi Networking w/Omni-Directional Antenna Z=Remote PTZ Camera V=Cellular,Verizon E Ethernet Networking S=Cellular,Sprint COOPER "zo Lighting Solutions - 0 l / f t )' 11/Mountingit Pole Configuration Options 2 @ 180' 3 @ 120° 4 @ 90° (Round poles only) �u 2 @ 90° 3 @ 90' 2 @ 120" (Round or square poles only) (Round poles only) J Pole Drilling Patterns Quick Mount Arm(QM)* Type"N" �........ yet`[79mrnl 10 Diameter2° H"Is I51mmi ...:.. ...... ...",... ——-_-_-7,Y6,..[22mml CN4mml h2'k 9/16"[14mm) Diameter Holes ..,",m,.,,........ 9..1t2" q" "NOTE:Use Type N drilling pattern Upswept Arm(UP)* Type"N" Type"R" "^ � " D,HOwl m ^:�" kltkOq tl27rrnn[ 2�1 � �d",f I5l mrnifl G^ .._...V8'[22mm] IM4mm[ S dw9m h[ .. 9115"[14mrrr1 B ,1/2," Diameter �' Ibswrnrsarory.r ttlrela.. Holes (2)5/8"[16mm] Diameter Holes Type"N" B-5/B" ._.................... .,P,B,: I'22:0rm�rrul"�--... ..5n 6" 1�3 p V5M ret .,rf,pVprnp 3/4"[79mm1 `NOTE Use Type N,R or M drilling pate m Diameter Hot 2-7/16"[62mm] Mast Arm,Fixed(MA) 4-7+6.lIU Mulrop --- (21 5/6'°[16rnM] 3-3/4 �" ,.-�"""..."""Diameter Holes J S �................._ — - 8 E...[149inny,l.� Wall Mount,Fixed(WM) 10-5/32" [258mm] ....... ......... C 233m L[6 7�trrMI COOPEDPS500052EN page Lighting Solutions Ja,i,. ry 20 2022,:12 PM r i II r I , / r � I Mounting Details Wall Mount,Adjustable(WA) Adjustable Arm Range of Motion ""A" • Wall Mount(WA),Slipfitter(SP)and Pole Mount(PA) • Adjustable in increments of 5° • Must maintain downward facing orientation 10-5/32" 80 [258mml 11-3/16" [284mm1...._.............. L6-3/16" [157mmi Slipfitter,Adjustable(SP) 1 .. . .... ° Pole Mount,Adjustable Arm(PA) °"A" �mm -4,3 3111:a�- re�en _..............._,[2961 Fixture Weights and EPAs r-. 1-4 33 p5 Ib(15.2 kg) 0.85 1.70 1.46 1 66 2.31 2.25 2.35 .... . -1 I 0° 5 6 43.5 lb(19.7 kg) 0.86 1.71 1.62 1.80 249 2.35 2.50 9 52.5 lb(23 .8 8 kg) 0.98 1.95 1.75 1.98 2,73 2 55 2 76 1 4 33 5 Ib(15 2 kg) f 1.10 1.71 1.95 2,26 2.81 3.30 2.87 15° 5.. ........ .... ... -- .. --- . - .2 313 3.63 3.15 6 43.51b(19.7 kg) 1.42 1.71 � 2.27 J 2.7 ��................... �.............. ..................r -._ _. ........ �......... 38 3.72 .......-.,.� 7 9 52.5 Ib(23 8 kg) 1 69 1 96 2.67 3.22 3.65 4 g) 1.81 2.58 3 21 3 44 4 59 3.53 (15 2 k 1.72 µ,,......._1-4 33.5 Ib ,.,.,,� ,,.,, ...m,...... __� ..,._� ....... ............ .. _._.._.,,_ 30° 5 6 43.5 lb(19.7 kg) 2.26 2.29 3.11 4.00 3.97 5.27 4.00 7-9 52.5 lb(23 8 k . . _ -- ............ 3 8 kg) � _ _2.75 2 85 I 3 73 4.83 4 71 6 45 4 81 - .. 1-4 33.5 Ib(15.2 kg) 2.25 I 2.36 3.10 4.00 3.96 5.63 4.08 11 1 45° 5 6 43 5 lb(1..7 kg) 296 2.99 1µ 3 81 5.06 4 67 4 W 6 49 4 71 ,........ .................... -- III -- � -. .. 7 9 52.5 lb 23.8 g 3,63 33 63,73 617 5,59 8.03 5 73 1 4 33.5 Ib(15.2 kg) 2.63 4 58 4 34 6.21 4 48 43.5 Ib 19.7 k 3.46.. .........3.51111-1111...,-_ 4.32 ..... ---- ,.. 60° 5-6 ( g) 5.84 5,19 7.01 5.22 7 9 -. 52.5 lb(23.8 kg) 4.27 .. .�.. 4.44 5..,,,,, 25 7.15 6 23 8.80 6.40 COOPER ,5000521N IxVe4. Lighting Solutions •- - Optical IlAstill' lbutions ..........••••---- Asymmetric Area Distributions• •.. T2 SL2 T3 SU T4FT T4W SL4 (Type 11) (Type II with Spill Control) (Type III) (Type III with Spill Control) (Type IV Forward Throw) (Type IV Wide) (Type IV with Spill Control) ��''�,,,.� ::.r'• .....•,......,,, ��..,..r ".�'� .�". � fir,...... ^`"^"'r ... •Asymmetric Roadway Distributions- Symmetric Distributions• �" �""" RW T2R T311 5NQ 5MQ 5WQ (Rectangular Wide Type 1) (Type II Roadway) (Type III Roadway) (Type V Square Narrow) (Type V Square Medium) (Type V Square Wide) .µ ------ .. .......,Specialized Distributions --.._ ....... ..............._..... Rotated Optics ................................ AFL SILL SLR Strrau 4 Sid. s4wI »a ^4 Si ra (Automotive Frontline) (90°Spill Light Eliminator Left) (90°Spill Light Eliminator Right) side .G I r.Vr^ •, -a-'row.-,� cif �� �� r W_�? PNShd�m Sid, ":=1;;✓'✓ _............. Standard O.. ...........t....V Optics Rotated Lek @ 90°IL901 Optics Rotated Right 90°VIM Product Specifications Construction • Suitable for operation in-40°C to 40°C ambient Typical Applications • Die-cast aluminum housing and heat sink environments.Optional 50°C high ambient(HA) Outdoor,Parking Lots,Walkways, Roadways, • Three housing sizes,using 1 to 9 light squares configuration Building Areas Optics Mounting Warranty • High-efficiency injection-molded AccuLED Optics • Arms are factory installed,enabling closed-housing Five year limited warranty technology installation • 16 optical distributions for area site and roadway • All arms suitable for round or square pole applications installation • 3 shielding options include HSS,GRS and PFS • All arms provide clearance for multiple fixture • IDA Certified(3000K CCT and warmer only,fixed installations at 90' mounting options) Finish Electrical • 6 standard finishes use super durable TGIC • Removable power tray assembly includes drivers, polyester powder coat paint,providing 2.5 mil surge modules and control modules for ease of nominal thickness and salt-spray tested to 3,000 maintenance and serviceability hours per ASTM B117 • Standard with 0-10V dimming • RAIL and custom color matches available • Standard with 10kV surge module,optional 20kV • Coastal Construction(CC)option salt-spray tested surge module to 5,000 hours per ASTM B117,achieving a scribe rating of 9 per ASTM D1654 Energy and Performance Data Lumen Maintenance(TM-21) Lumen Multiplier ��� � Ott .�e�� e• sir r - 25 C,. 99.4% .......,_99 Oi 98-- --....� 98 3 .. > 4M Do 102 ............. __ --- Up to 1 A 40°C 98.7% 98.3% 98.1% � 97.4% >1.9M 10°C 1.01 50 C 98.2% 972% 96.8% 952% >851000 25°C 1 00 25 C [___9_9_._ 4% 99 0/ 98 9/ 98 3/ >2.4M 40°C 0.99 1.2A .5% 97 9% 1 97 7°i 96.7% >1.3M 50°C 0.97 --....... 9 40' 8.. .... .. "qmp tad by lEs IIIN-2➢nteMror&mrrd�a ""The.iareeirxN osNeaers i"eprr'r'mt cdimr iMIS cmmx-My^u.r•.ad;Ih1nier,na o W Uhl^IIE:S LED P,.dxt.L frtim C'mkii,,,,,K.S PS M 1 S, ¢axpYailtin0Irvnptrusra fII::,TNA-21 wdILN-80 COOPER Lighting Solutions / 1 J I I I j I /I I Performance Table,Drive Current"A"(615mA) Nominal Power(Watts) 33 63 93 I; 121 154 182 215,, I 244 274................ ...1 In............r I............ _. __ . . _l. ..a Current,@ 208V I 0165,,. 0.309 ...460 I _®OSB I„ 1 310...... .......1 556. - I 1 839 2 089 2 335. ___ , 618 0,771 0,919 1,082 1 240 In...,,,. ,„ ,.,.��.. ........................ Input Current 120V 0 2B3 0.529 pu In .............. / ....... ....... ., P ut Current .240V 0.143 0.270 0 398 - 0 540 I 0 671 0 796 0.944 1,-076 I 1 194 Input Current@. ...25 ...� .., ..7 _ -. .,....0473,,,. �.,_,Tp,0.581 .....0.705 Y .. II 277V 0125 0 237 0 352 � 0 362 0.454 .�.,.........®�63.fi.... ®v962 1 057,,,,, Input Current @ 347V 0..098 0,181 0.272 ... 5 - --- I 0.470 ....0.736 ....I 0 816 Input Current@480V --} 0.073 ----0.133 -- 0.200 -- 0267 033 -- ---- 554 0.600 r 18194 23,032 27273 32034 37,138 41694 T2 BUG Rating...... 61-UO-G1 B1 UO G2 82 UO G- -...... .,.... �,..... ___,..- 4000K Lumens 4,654 9249 13730 2 82 UO G3 B3 UO G4 B3 UO G4 83 00 G4 B3 UO G5 B.3 U0 G-- 1 „. 150 150 150 149 152 152 ,......__ 4000Ks per Watt 141 � 147 146.......... ....�,.P...,. .�.... ......... ...._ ,,,, _. .............-. ------ 9 372 11,113 18 437 23 340 27 637 32 462 37 634 42 251 T2R BUG Ratingens B1 U0-G1 B1 ...... ._ ... ...3 .... .. .......... .. .... ...--. UO G2 B2 UO G2 62 UO G2 B3 UO G3 83-UO G3 I 63 UO G4 - 63 tD0 f 4 B3 UO G4 Lumens per Watt ,,,... �........... 143 ........149.....................150 ..................... ,.,152 ......T.. 152 152 L..... 157 _--. 154 154 9,120 13538 17940 f 22711 26892 31587 36,620 41112 T3 BUG Rating L 81-UO-G1 B2-UO-G2 B2-UO-G2 B3-UO-G3 B3-UO-G3 ..11 B3-UO-G4 B3-UO-G4 B3- 4000K Lumens 4 589 ...<.. .. .... 0 G4 B4-UO G4 _--- -..,.____ ........... __ .4............... 1 -- Lumens per Watt .... 139 I 145 146 148 147 148 147 150 150 T3R BUG Raring .. ,,., 61 U0 G1 .. 8..� ..��..� .,,,.. 8519 23436 ...... ..27757 32,596 ._. 37.,790 42425 C 1 U0-G2 B2 UO-G3 B2- 4QODK Lumens 4735"43 � 9 411 13,970 1 UD G3 � 83 UO-G4 B3-U0 G4 149 150 153 152 152I 83 UO G4 � 83 UO GS 63 UO GS _ .�� ....................... 152 155 155 4000K Lumens 4,617 ........9176..... 13622 18051 22,651 27,056 31,782-� ................. ........_ .. .1._ ., I....... .............,��. 3-l.M G ..... 3 U-G......_� T4FT BUG Rating 61 UO G2 B7 UO G2 B2 UO G0 B3 UD G3 I{ B3 UO G4 63-U0(.4 63 UO GS B3 UQ Ga 635 Lumens per Watt 1401- 9203 13662 18104 151 151 ... ... �. 146 146...... 149 ......... - ... 36 955 41,488 T4W BUG Raying - 61 U0 G2 1 B2-UO-G2 B2-UO-G3 B9 UO G9 B3-UO-G4 B3-UO-G4 63 UO f�5m �G-G5 748 149 148 4000K Lumens 4 63 d f -UO-G5 64 UO G5 a Lumensp .. .._._....40 146 147...... ........ ....._ �,.. 149 ..148 q 636,51 151 ....... ___._.__. 4000K Lumens tt 4,619 9180 13,627 18 058 22,860 2„ „„ 1 150 149 ,...,-. ,,,..,...�..... ,,,�......,,,, _..... ._.._........_, _____ ........... ...........�. -70-G "� 317954 ...B3-UO-G5 _._. B40005.. .- ...,.__. 3 861 41383 Lumens per Watt 140 „146......._.,,, 147____ SL2 BUG Rating B1-U0-G2 I B2 LQ G2 B2 UO G3 B3 UO G3 B3 UO G4 60 UQ C4 I B3 UO G %4B 149 I,,,,, 148 I 151 1.r1 4000K Lumens 4,586 I „9,11,5 13531 17,931 22699 26879 31,571 36602 I,. 41091 BUG Ratin B1-UO-01 B1-U0-G2 82-UO-G3 B2-UO-G3 L., . ..................,,,,,, ...__ 1 d 149 � Up SL3 I Lumens per Watt 139 145 145.., I -.,.,.......,..�.. ......__.. __;... m .�.... 148,,,,, ...�.......B3147G4 63-148G4 �.... B31U�04 6315UG,r B315B65.. .� -' ......... �....... - 146 40 5 5... 4000K tremens 1.31 �UO U`l B1 U0 G3 - B2 UO G3 B2 0 G4 B2 UO G4 B3 UO G5 113 UO r 5 B3 UO G5 B3 UO G5 I 7 708 22 417 26 54411,171444 Lumens 9 L4 BUG R�,,.,.,., .. a 146 �.... 146 146 145 ___ 148 �......,,... 148 ... .__...... ...� -._ ,.. .......,.,. ,,,- 143 144 I per Watt 1 9 59B 14 247 1 B BBO 23 901 26 301 33,242 38,539 43,266 SNQ ...BUG Ratin ..-....' B2 UO G1 B3 ......... _ .... --.... ,2 .. , 4000K Lumens 4 829 UO P ......UO G7 ,.63 UO.G�. .......... __.I_.. 1 UO G3 [ BS UO G3 Lumens per Watt 146 ____152 153 2 B411156G2 84�5G2 B4155G2 B 155U2 ®5.758 158 9 Y 1 ....... ................m...._ ._. .....2644233,407 ........... ..UO G 43482 5MQ BUGORat ling B3 UD G1 83 UO G2 84-U01G2 B4 UO G2 05 UO G3 .� 5-UO G4 v BS-UO G4 33 407 I .... ... �............1........... ........ ... BS-15 G3 159 .. 159 ......,. .................°'_4000K Lumens 4,643 9,625 14,286 I 18,934 23,969 I 28,382 Lumens per Watt 147 153 154 157 156 156 1 155 ,., 8 I 43390., .._ SWQ BUG.... 33337......... 36649 .... --- ¢ -UO G4 BS UO G4 B.�UQ C4 85 UO G5 ---. 1 B4 Q3G2 B41 64G2 BS UO G3 B UO G3. 85. .. ..... �....... .................. Rating 83 UO G ¢ 156 156 156 155 158 158 4000K Lumens 3989. 7927 11,766 15594 19741 BUG Rating Bt-UO-G per Watt 1 23375 27456 31,631 35,736 Lumens SLU I ........ .. ........ f SLR ........... ...... ................. B3 UO G5 I Id:7��G3 I 62 UO�G3 82 U28G4 � B3-UO 04 63 UD G4 ----- �..........Lumen 128 128 130 130 .. 40®K Lumens ..... 2 B1 UO t,2 -�. .. ..... ,.----:. ...... „.... ................... .� _ per Watt 121 126 RW BUG Rating B2 UO G1 B3 U0-G1 4774 9,488 P ... 38100 42774 8..... 7979 Lumens per Watt 145 151 B3 U51G7 4-UO G2 64 UO 02 64 6 14085 18665 23628 ...... .� ---_154 ...153._...... ... 1542 .,�... B5 53G3��. 0 G3 B U003 ...... 756 C .. 156 ......w.w...,,,,...., ., ,673 4000K Lumens "� 14U0-G1 B19U0-G1� R2 UO G2 �.. B2UO G2 B3-UO-G2 63 U0 G2 B3-UO-G3 ,.B .�. 290 41,864 AFL BUG Rating B L._ „-U0-G3 B3 Up G3rr. 150 150 153 1153 d do -a ®m a e re 1eo Suw..plemental Performance ,.. ,,, ,,. ,.. p 151 it No p nee data,please reference .. Supplemental ce Guide. Lumens per Watt Nominal data 70 CRI For additional performance the Galleon --. .,,,, / COOPED. PS500052EN page 6 �'�' Lighting Solnittlon,; D ija,y 20 202 ..,`,'PM Performance Table,Drive Current"B"(800rnA) Nominal Power(Watts) -..-..- ut Current(?,I 20V ........ 0.367 .� 0,689 .,C.,. 1.014.. 1.378 1,704 2.027,. 2.393 325 364 . 44 82 121 164 204 243 286 In 2 716 3 041 ------- Input --------- Input Current 0 997 1 188 1 400 1,605 1.782 208V 0 21 0.401 0 594 0 802 Input Current @ 240V 0 184. .,.. �. --. ...... ... ..... ..,. 3 P @ J}J}I 0 347 0 510 0 694 0,860 1.021 1,210 1,386 1 531 Input Current @ 277V 016D 0 303 l 0 449 0 605 0.757 0 89a 1 065 1.242 1.347III y @ 347V 0125 0 235 0 355„ 0 47 ................ .,_ Input Current @ 480V 0.092 0.172�������{ 0.258 ������ 0,344 ������ 0.432 n 0.517 0.605�� 0.706 1 775 Input Current...................�.. ....,..._i. ---- J L.. 1 0 592 0 710 0 628 .0„ ...... .... .706 0.775 ®. ----_ 22638 28,658 33935 39,859 46,210 51879 Rating Bl UO G2 B2 UO G2 62 UO 03 P7.3 U0 f 4 B3 UO G4 B3U 5 } 63 UO GS } 84-UO d5 4000K Lumens 5,790 11 508 17 083 „. i ... .... .........�.... 0 G4 B3 UO.G. ..,a,. .. .. .I.... T2 BUG.,....... 140 141 138 140 140 139 142 143 4000 Lumens per Watt........... 132- .... P KLumens 5668 j 34,388 40,391 46,827 52572 T2R BUG..... ..... !!! 71662.,.,...........17311... 22,941 290413 ,,,,,,,,, ,,, ,, - ....... Lum Rating Bl UO G1 B2 U0 G2 B2-UO-G2 B -- - G4 .. UD GS ......... ..... 3 UO G3 B3 UO G ....... B3 UO G4 - B3 UO G4 .. , ,..33 144 � 144 - 11 347 16 845 22 322 26 258 33.461 39,303 Lumens per Watt 133 142 143 140 142 I 142 14. f 5,710 rr .-..... y... .. ...... 45565 I 51,155 T3 BUG Rat ngens Bt U0 G1 62 UO G2 B3 UO G .. ............... .mm. - .... 84 UO G5 64-UO-G5 _____ --- ............................. � 6313804 � 8413 G4 ......... �. j � 140 141 ......-. Lumens per Watt.... ....... ...... 130 138 139 136 1 63�3604..... .. ..... ...... ,.. ..--- .�.�.�................ ...—._._.._, 4000K Lumens 5,092 11,710 1736 23095 2 34530 40558 47020 52788 T3R BUG Rating 61-UO-G2 62-UO-G2 B2 U0-G3 B3 UO G4 B3 UO G4 B3-UO GS B3 UO G5 03 U0-G5 B4 60-G5 J J seer Watt 134 143 144 140 143 �1 142 1 142 145 145 .Lumen '. 22460 �..... 28433 ... 33668 1... .39546 --45.847...... . .... ddd Lum .. — .....1 ..5 ...........11 418 16 94... .. ,h......... .... ,.L.... .__ 51 471... G T4FT Lumen Patin eWatt 81513 G2 .. B2;9G3 62O 8 83 UO G4 B3 UD 04 B3-UO GS B3 UO GS 64 UO G5 -- B4-UO G5 �. ,,.. . - ...137 139 139 1 38 141 141 __ ---..... 4000K Lumens .....-� ,762- ......11451 ...16989, .22526 ---,�..... 28517 ......33767 39662.. .-.e .. .... .. ..........�.�... __..._ ...,�,.....B3-U............�. -.-.-.-...�.- ...............�.,.........,..-UO-... �.,. 1.)0_ 510-G ..,.,,. 4. ........_,�,....... 4W BUG Rating 61-UO-G2.... B2 UO G2--- B3 UO G3 ..63..UO.G.4.................IS3 UO t"4 B3 UO GS...-., ,...---64-UO GS _ I I I1.............. .. , .,,, T Lumens per Watt 131 140 140 137 140 139 139 141 142 UO-05 64 U 6 45865 51,491 SL2 BUGRating ens BdSUCJ• .� � �„ .. ...., 7 11422 164 6 22464 28444 33681 3 I �. -, 137 139 139 138 UO GS 64 UO G5, -. G2 8213 G3 I B3 UO _ - - ........ ..:..- 4141 141 .� - -- � 4 63 UO G4 B4U0 G5 4000K Lumens ------------- tt....., ----- 11342 16....— - 822,31G4 829,244. B3 UO G4 „- B3 UO G4 1 B3 UO GS B3 UO G5 B3 UO G5 -� B3 UO GS SL3 BUG R. 9 .. G2 02 U0 GS 62 UO-G3 B 3444 -, 39 283 L 45 542 51 129 �, ,,, .. , Lumens Watt Bl 13 138 137 140 140 P 138 i 139 136 130 4000K Lumens 5636 11201 16627 22034 27893 33028 38794 976 50493 SL4 BUG Rating Bl UO G2 61 UO G3 B2 UO G4 B2 UO- 83 UO GS d3 UO G5 83 UO G5 B 0 G5 83 UO GS . m. 128 137 ......- 137...,. 134 ........ 137...-.. ..........136 .,,.�,,.. 136..�........._} _. �...... ... .-. .4000K LumeLumens per ns 6,009 -.-. ..„.. - 7,953 53835 . .......... 138 139 ------ 11942 „�,,,,,,,,,,,17J27__, 23,492 29739 I ..... 41,362 4. .. .... �..,..,..... SNQ BUG Rating B2-U0-G1 B3 UO G1 B4-UO-G2 B4-UO-G2 B5-UO-G2 B5 UO G2 B5-UO-G3 14s1J0 CO B5 UO G3 Lumens per Watt ---� 137 146 147 143 146 145 145 148 -_ 148 ....... _-.... ..... .... .............. ..... 8191 54103.... -.. 6 23 fi09 29 867 5- O G4 iI B5-UO-G4 BS UO G4 TI BS UO G5 LL SMQ Lumens per Lumens G RatingI 63..O G1 BR-146G2 147G2 BS� G3 BS 147G3 8................ J .-- f ....!... ......... . 146 145 148 149 ,.... y p .... 23 559 29,824. ...- .. ...4 e 4000K - - I, I 5315 41480 I 48090 53,989 f 5WQ BUG Rating ens 63 U0-G1 B4 U07G2 I f§1 UO G3 f B5 UO G3 BS UO G4 B5-UO G4- - B5-U0 G4 1 „B5-UO-GS B5-U0-G5,,,,, II --.-.- .... . ... ...t........ ....._._.,.�_ ..... -_.�.. 145 745 146 �....... 148 Lumens per Watt 137 146 147 144 11 146.............................. .... . SLU ._ _J. 29085 34,163 34607 44465 ..... ....................� .... __ I _ SLR BUG Rating Bl UO-G2 B1 U0 G3 82 UO G3 B2 UO-G4 B3 UO G UO GS B3 4000K Lumens 4963 9863 14642 19403 24,5634 B3 UO d5 t, B3 UO-G5 B3 Lumens per Watt 113 120 121-------------- ---'.18.. 120 p 120 119 122 O ........ ........ ------ 153.222.. ..� I KLumens 594 11 806 - 17,526- 23 224 29 400 34 813 � 40 891 47,407 UO G4 G a UO G4 RW I�uG3 sting B3 UO G1 B3 UO G2 84 UO G2 64-UO G2 BS UO G3 BS UO G3 -- UO G3 85 1 ,.,.,.,..,.w..„ ......... .I ............................ ...... .... ,...... ................. ..146 146 75 ...-.-.-.-. ,.,,,,,,,,,�. . ... I.. --........... , -��, .8,7... ,.., I ---- Lumens per Watt 135 144 145 142 144 143 143 .. 46398 �� ,.. .... .. . ,. -- ,,,,, .............. a I -1 52,090 K Lumens 5,614 11 555 77153 22730 28.... 6..UO G3 I BS-UO G3 34 073 1 40,021 AFL BUG Rating BI-UO-G1 62 UO Gl 82 UO-G2 I§2-UO G7 B3 UO- „� B3 UO G3 ..�._._ B3-U0-G4 '........ ....... ... 141 140 140 ,,,,,,,�,,,,,,,,,,,,,,,,, ,,,, ,, ,�,.,.,.,... - _-- ...�. ............ ..„... �,,.. ........ ...,,,,143 Lumens per Watt 132 141 142 139 I"Nominal data for 70 CRI,s"For additional performance data,please reference the Galleon Supplemental Performance Guide COOPED f sor,rr`,;f M rag97 I Lighting SolUl,son„ - 'I" / l /J / / Performance Table,Drive Current"C"(1050mA) t .n................ ,,...,,�.... .� . .... 67B If 3.1 0 429 481 t Current 120V) 0 478 0 905 1 338 1 810 2 Nominal PowerWatts 57 108 160 213 269377 p I 3 5B4 I 4.013 T put........Current @ 9 0 532 0 780 I 1 064 1 313 1 __- .----------- In z44 z In @ 206V 0 27 ... I _,- ,559 I 1 845 � 2.093 I...... 2 339 .....,,,. .....I,.. .. ... ......0..916 ....... ,,,, ........................ ......... ,,,, 788 1991 Input Current @ 277V 0 213 0 404 J 0 582 I 0 80B 0 997 1-164 1 401 1. In ut Current 240V 0 243 0 458 0 664 1 123 1 32B 1,58 2 1 745 ,. ........ ... ... ........... .. ---._. ..._._. .269 10.1 6414 Input Cur ent @ 480V � 0.121....................0,235 0.341 0.469 0,579 0,681 0.814 I 0 269 1.414 Input 4 0.322 I 0.471 D 644 0 795 0.943 1 117 1., .. .--_ 923 � 1.022 4000K Lumens 7,154 14219 ,S 21,107^^^ ._ 27,970 I 35,408 41427 „. 44247 57094 64,09B . T2 BUG Rating B1 UO-G2 I B2 UO G2 B3 UO-G3 B3 UO G4 B3 U0-G4 , B&UQ G5 B4 UO G5 B4-U0 G5 I B4-UO G5 _..._....__ .. ...........I .. Lumens per Watt ,,,,, 126 I 132 I 132 131 1132 131 131 133 I 133 _ .,� 7250 ,,. ,... ....... .... .. ....... ,,,, y ,,, ........... ................ 2487 L........ 49905 � 57657 J1 64,954 T2R BUG Rating YI B1 UO G } r C I UO G4 B3 UO GS B4-U0 G5 B4-UO G5 .4000K Lumens 1 � B2 UO G2 I�.,. B2 U0 G3 63 U0� 83 UO G4 B3 ...., _._. ...��������������������������. Lumens p .. ...... - 132 132 135 135 ........ J ..� ............... 4000K Lumens ,IN.. 7054 ..„ 14020 20812 .9 .......---.. � I 133 �.. 134. ... 41342 48,560 � 56,297 63203 T3 BUG Rating Watt - B1 UO-G2 I 62 UO-G2 B3-U0-G3 83-UO-G4 B3 UO�G4 � ------- 133 1 B4 UO G4 64-UO G5 B4 UO G5 1 B4 UO G5 Lancers per Watt 124 [ 130 130 I 129 1: 129 -,,...... 129 131 1 131 4000K Lumens 7280 f 14468 21477 28461 36029 I 42663 50111 58046 I 65222 Ling Bl U0 2 „� 92 U0 G3 B3 U0 G4 B3 UO G4 B3 UO G5 B3-U0 G5 B3 UO G5 B4-UO G5 B4-UO GS G T3R BUG .........Ra .. ..... ... .. 400 128 134 134 ,,,,,,,,134 134 133 133 135 136 Lumens per Watt ......eee .......(p..............20,9 .,-....._, ,. T4FT BUG R ........................... .....� ...._ 1 ........r,,,,,...,................... . ....B3-U.._.._ �,_ ...... 6 646 ... 63,594O-G5. OK Lumens 7098 14107 20941 27751 35130 83 U..G5 B4 UO GS 64 Rating 61 U0-G2 f B2 UO G3 I B3-U0-G4 B3 UO G4 � 63 UO G5 41 596 46 860 5 UO GS B4�U0 G5 I( 130 I� 131 130 130 132 132 - 7832 ,, 35233 -- 49004 I 56812 63781 ... --r.. ....., ..__ ______ ..y....................... ...... .............._._,. ......_._ T4W BUG RatingB1-U0-G2 B2-U0-G3 f B3-U0-G4 B3 Lumens per Watt 125 131 1 1 4000K Lumens 7119 14148 21,003 2 I I I. ......... UO G4 N 63 UO.G.S....,.,.,_ _._.,64 UO GS _......... 84 UO GS,,,, B4 UD GS 64 UO GS-------------- 131 .. ... ........... ..-!�., .... ................ ... ..130 130 I 132 -. 133 Lumens per Watt 125 131 131 444 131 1614 46879 56,668 63619 SL2 BUG Rating Bl UO G2 f.12 ......... B4 ,,. ..... ,� ............ _�.. .�.. .�.. ...... .., 4 _UO G4 B3 UO G3 83 UO G4 B3 UO G5 - 84 UO G5 �, B4-UO-GS B4 UO GS 4000K Lumens 7101 14112 20949 27761 UO GS --------- Lumens per Watt 125 131 I 131 I 130 131 130 130 13 2 132 4000K Lumens 7051 ,,,,,,,14013 20,802 27566 �,,,.,,., 30.897 -41,321 �,,,,,,,,. 46,535 56264 63172 -„-- ting B1 UO G2 B2 UO G3 B2 UO G .3-UD-,,,, 130..... UD G5 B3 UO GS B4 UO G5 B4 U0 G5 SL3 BUG Rating _.____ a- B3 UO G4 B3 U0-GS B.. .. 11 _ ...........,� 130 130 3- 1 Lumens per 4000K Lumens tt 6,963 I 13,839 � 20543 � � 129 � 124 � 131 I 131 ____.-....... ,,, .., I,..,•.____ 4 ._.._._ .-27223 .. ............ --�--- ... 55569 62386 .� G2 B2 UO G3 B2 UO-G4 B3 UPI ls.x L, 63 U208G5 B3��-G5 63��GS.. I 'UO G5 � B3 UO G5 34463 40,808 47932 SL4 BUG Rating ... Bt UO-.., ..... - --.....�..... ....,,.,.. ,..,,,. ....m,.,..,_ ......_- B.B..1 .... .... ,.- p .Watt - 122,,,,,, 128 126 ........_128 130 130 ...- Lumens per W �4000K Lumens 7,424 - _14755 __I 21,903 29,025 36,743 ................43,508 I 51104,,, ,,, 59247 � _ 66515-.-. .. ........r� .,,,,,,,,,,, ................................. 5NQ BUG Lumens per Watt 13 G1 B3 UO G2 64-U0-G2 BS-UO G2 �, „BS UO G3 B5 UO G3 �..-_ 64 tlfl G"B BS-UO G4 BS UO G4 Rating .� B3 UO ... .................. ......_ ........_ .... ......... .....�......... _ ........ , Lumens 7,461, I .. 0 137 137 136 137 136 136 136 138 4000K-. ............. ,..... .. .... ------- -GI ... I 14,828 22,012 I „29,169 -,36,926.... 43725 51 359 59,542 .... 66846 -- per UO- U0- UO G3 „ BS UO G4 B5-UO G4 B5 UO G4 BS UO G5 BS U0 G5 SMQ BUG Rating ........ B3 UO- B - 1 ... .................. - -- Lumens er Watt 131 413 G2 B5-138 85137 137 136 136 139 C 139,,, .... 4000K Lumens 7445 I 14797 21,966 -29,108 I 36844 43,633 I 51,250 59,417 66,705 ....--- ._ -. ..�.. ........ . .... a... _.._.._.._ ... -,-...... m..,.,. ,. _._. 9 ,. _„ .............. I -UO GS I 85 UO 05 B5 UO GS BS UQ G5 Lumen.p ......... .... � ....... 5 UO G4 � BS UO G4 85.. ........ ._ .... ... 5WQ BUG Rating B3 Uq G2 a B, s per Watt 131 137 137 137 137 136 136 139 139 ,.-------_ .,.,.. ,. -- ,_,.,,_..,..... ......_.._ p ----- ., 4 UO G2 B5 UO 3 B ( 35936 42210 48935 I 54,938 SLL/ --BUG---------------- BUG 016U0--�. �.....,,12187 M 18,041 23,473 ��... 30 348.. 1........-„ .. ._._ ................. ........................,...... SLR ,„� -- .....,..L." .....•....... ... ....... ... --- 11 r°S I 8311 GS...... Lumens per Watt 108 2 82 ry 3G3 62 13G3 B3 ry 304 B3-U 3G5 03;02G5 B3 U ZG5 14 I 114 ........ i. l 58,573 RW BUG Rating B3 UO G1 B3 U0 G2 B4-UO G2 B4 UO G2 65 UO-G3 BS 4000K Lumens 7 340 14 SB7 21,653 28 644 36... 01G3 85 ,!G4 BS UO G4 f BS UOSG4 Lurnens per Watt ....I 129 I 135 I 135 135 135 I 134 134 137 131 4000K Lumens 7183 14276 21193 28064 35,552 42096 49,448 57327 I 64359 AFL BUG Ra.... .....,, .....,. .,�.,. 4 ..... ( ..... ,,,, tang Bt U0-G1 B2 UO C2 I B2 UO G2 I „63 U0 G2 B3 UO G3 I B3-UO G3 B3 UO G4 63 UO G4 I B4 UO G4 Lumens per Watt 126 132 ...I 132 132 132 131 131 134 134 [ "Naminal data For 70 CRI,"-"For additional performance data,please reference the Galleon Supplemental Performance Guide.. f COOPER Lighting Solutions - '`7 Performance Table,Drive Current"D"(1200mA) 11 368 433 493 552 ----- ..... .....� ..1 ...........� 25 184 245 307.............. . 3.070........ 3.619 � 4114 nal Input Current @ 208V 0.31 B 0 YY nput�Current� �@ 120V ���- 0 546 1.610 � 0.893 I 1.269 1.504 1�.786 � 2.113 2,397 � 2 679..........., 2.274 In..� . .......................�. .. „-D 920.......,. 1.133 1 516 1 806... 2,041 607 �...... .......,. P @ —.. , ........ ........ � 041 1987 ut Current 240V 0.276 0 523 0 758 1.0 46 1 282 1 1 967 I ..-In. to ut Current @ 277V �� 0.241 0.46 0 0 662 1.325 ,J 1 593 � ... -:, _-- Input Current @ 347V.............................. .......0,187_,_....._.. __ 0.371 _Q.543 0.740 0,.915 .... 1......1 M5 265......._ .1 8�-459 1 62 Input Current @ 480V 0.13B 0,269 �. 0.391 I 0.537 0.663 0.782 0 932 1,.057 1.173 re 4000-- ,2 30777 1 38962 46135 54189 62824 70,530 ....... -- .... ........ a Lumens 7872 15645 23,225 3 T2 BUG Rating p ........ .�'..�.... ...... �_.. 64 UO O5 84 UO GI Lumens perWatt 61121Gz 82125G3 83126G4 B 126 „126_ ---125 125127 128 - � 9 UO ® 4006K Lumens 1,97- 'q 7 15,854 23,536 91,186 .. 39,482 --46,751 L....... a4,913, ,.. ... yf UO G4 B3 U a 63,663 71,472,,,,,,,,,,,,.o 1 g .... . ......... ......... _4 .......,.mm .pF,... _.. UO G5 B4-UO-G5 I T2R BUG Ra4n ..........T..... B1 UO G7 -B2 27G2 B3126 3 } 63 IJZ G4 ....,......R3 08G4 63-IUZ G4 ., 64 27G5..... B4 ......... Jy 123 .. ..........._._...........__...._._,._ _..... �.w,�-.�..�. � ..18 1 ......3, -129 9,5 45491 53433 61947 69546 4000K Lumens att 7,762 15427 22,401 30,3ft0 j 38418 r w.. - T3 BUG Rating I,„„ 62 UO-G2 ^rv- B3 UO G3 B3 UO G3 -B3 UD G4 B4 UO G4 µ- B4 UD G I -- UO GS- B4 ti { U 5 4 Lumens 119 123 124 124 ( 124 124 123 126 126 f _._._._._. ..........per ....� ....... 15,920 23,6H2-, ___-.... -31 31-- L.... 39645 UO GS UO GS B4 UO G5 l B4-UO-G5 4000K Lumens 8010 46944 55139 63925 71 767 T3R BUG RatingB1 U0 G2 ( R2 UD G3 B3 UO-G4 B3 UO G4 B3-U0-G5 R3 j ... ..,,,,,„ ,„ f -k ..., Lumens per Watt 123 127 128 128 f 128 ---,_,128TT I 127 -130 130 ---- ..- .. 45 772 I 53,763 62,330 I 69,976 I .., 4000K l umens ...,, 7810 15522 23 d43 3d 3 38655 4 .,...... ..... T4FT BUG Rating I B1 UO G l � 2 IJD G i B3 UO G4 63 UO G4 f B3 Ud GS 64-UO G5 1 B4 UD C5 64-UO GS 84 UO G5 p............. 4 --- __ -,^, 125 12a 124 Iy 124........ „126 127 4000K Lumens 7833- �75568 ..... 23110 I 120 124 125 30625 � 38769 4.r,907 50,921 62513 70,182 I T4W BUG Rating B2-UO-G2 63-IJD-G3 B3-U6-G4 ,F3 - - I I C Ud f 5 f 64 UO G5 µ B4 UO G5 B4 UO GS B4U0 G5 I B4 U0 Gs .. .. ...... ..,y... _ Lumens per Watt 121 .�, -,,,,,,125, ,,,,-^ 126 125 1 125 f 125 I 125 127 1 127 „..,..,..,.., ...._........................._....... ...... 1 _ , ... 4000K Lumens 7,813 15,528 23,052 30,547 38,670 45,790 ...,.,.... ..�� ... ... ....... ......... � 1 ff s3 784 6 2 354 .. 70 003 , . 64 UO GSBUG Rating B2U G B3UO G3 B4UOG5 B4UOG UOSSL2 G B41J6 ra _r .. .... . Lumens per Watt 120 125 125 125 , ---_ 124 ! 124 126 127 .,, .. ... .... ........ .. 61916 69511 SL3 BUG-R Rating .- � ...,. 2 UO G3 B3 UO G4 B3 U0 G4 63 UO G5. 63-UO G5 B3 UO G5 84-IJO-GS � B4 UO G � 4000K Lumens B17,7 8 615419 22,889 30337 38098 45468 53406 M .... _______, Lumens per Watt 119 123 124 I 124 124 ..-..-..124 I 123 ---126 - -126--------------------- 4OOOK Lumens 7662 1 228 2?,6US 299.r5 319d1 44903 52742 61,146 68646 SL 4 RUG R, ......._. .... � „..., f ating � 61 U�G3 62 U0 G3 B2-U0.G4 R3 Ud P°5 B3 IJO, S B8 UO G5 B3 UO GS B3-Ud G5 ..... R4 UO GS Lumens per Watt 118 122 123 122 - 123 122 122 I 124 124 ... UO- ...... ....... ,. 47874 �6,232 65193 73190 ......._ "� ............. 4000K Lumens B 169 1623 24,101 31 938 404 G I BS UO G3 BS UO G4 � B5U0 G4 � RS UO G4 SNQ BUG Rating ..... ..� 63 1J0 G1 �111 B3 UO. B4..1J0 G2 RS 110 G2 B,r UO 3.. .JJ ............... .. ...... , Lumens per Watt 126 130 131 130 131 130 130 132 133 p.......... .. Lumens 8210 1 16316 24221 32097 40632 48, 113 F 6 T2 I 5517 73554 4000K tmg B3 UO G2 B4 UO G2 B5 U0 G3 RS , ..r ......... ......,. -UO G4 _�... B.5..U0 GS,.... B5-I ID G . B.�UO('S... . MQ BLum Lumens per Watt 126 ........131 132 131 131 B5 1 0 G4 B5.131 131 1, 133 133 5 4........ .. .... ........... „_.,,.. .....,,,,._.__ .......... ................... . 40,546 .... .,....16,282 -.... _ ---- f 46,011 ....56393„....� .6"a 379 ,...Y 73399 111-1-11111111 5WQ I BUG Rat ngenil B3 UO G2 B4-UDBG2 BS UO-G3 B5-UO-G4 B5 UO-G4 Br.. .�UO G Ra IJD G�„ Lumens per Watt 126 130 131 131 131 130 130 f 133 133 14000K Lumens l 6747 13410 19906 26,379 33,394 39542 46,445 I 53846 60451 SLU f Lumen.p ......... .. ..... 1.... I ... ,,,...L..,..., ... ... ... ...... _.__ '.. .,,,, ,. . SLR BUG Rating Rl UO B2 UO G4 B3 UO G4 B3 UO G-G2 -- B2 UO G3 - - R3 UO G5 R3 UO G5 B3 UO G5 B4 UO G5" s per Watt 104 107 106 108 108 107 107 I 109 110 4000K Lumens 8076 16050 23,826 31574 34970 l 47329 5592. 64450 72356 RW F BUG Ratin ----.. -. J B0 UO G1 B � 1 - ....UO G3 .�„ BS UO G3 C......BS UO G4................B.�UO G4 I B5-UO t'4.-. 65 UO G5 9,. -----,.. ,,...4 Ud L2 R4 UO G9 65 ......,. -------- Lumens per Watt 124 .. 128 129 129 .I.. 129....... m.........129.........L. 128 I 131 131 4000K Lumens 7,904 15,709 23,320 i 30 902 39,120 46 323 54410 I 63,079 70,817 AFL --- I ..,., l BUG Rating B I UO-GI R2 UO G7 B3 UO G2 63 U0 G3 B3 UO G3 B3-UO G3 R3 U0-G4 84-IJD f'4 B4 UO G4 p P PP ,m.m.. data for 70 CRI. For additional performance dada, lease reference the Galleon Supplemental Performance Guide 126 126 128 128 umun^per Watt l 122- „___._._126 127 1 126 127 L.,, --------------- Nominal ..__ COOPER Lighting Solutions Control Options 0-10V(DIM) This fixture is offered standard with 0-1®V dimming driver(s).The DIM option provides 0-10V dimming wire leads for use with a lighting control panel or other control method,. Photocontrol(BPC,PR and PR7) Optional button-type photocontrol(BPC)and photocontrol receptacles(PR and PR7)provide a flexible solution to enable"dusk-to-dawn"lighting by sensing light levels..Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PR7 receptacle, After Hours Dim(AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night.The dimming profile will automatically take effect after a"dusk-to-dawn"period has been calculated from the photocontrol input.Specify the desired dimming profile for a simple,factory-shipped dimming solution requiring no external control wiring.Reference the After Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor(SPB) These passive infrared(PIR)sensors are factory installed in the luminaire housing,When the SPB sensor option is selected,the occupancy sensor is connected to a dimming driver and the entire luminaire dims when no motion is detected.After a period of time,the luminaire turns off,and when motion is detected,the luminaire returns to full light output.The SPB sensor default parameters are listed in the table below,and can be configured utilizing the Sensor Configuration mobile application for IDS and Android devices,The SPB/X is configured to control only the specified number of light squares.An integral photocontrol can be activated with the app for"dusk-to-dawn"control or daylight harvesting-the factory default is off.Three sensor lenses are available to optimize the coverage pattern for mounting heights from 8'-40'..Four sensor colors are available;Bronze,Black,Gray and White,and are automatically selected based on the luminaire finish as indicated by the table below. Lumina ire Finish 1 SPB Sensor Finish Fixture Square Count i Available SPB/X Square Count WH White White 1 1 Not Available ......... ... .,,,, BK Black Black 2 1 Not Available GM Graphite Metallic Black 3 ( Not Available .. .,.,--.____ ...... .... ..._.......__. BZ I Bronze _____Bronze_______ 4 2 ...... _---..-_ .... ... -,,... ... AP I Gray Gray 5 2or3 rk Platinum Oray 6 3 DP ._._ �e. ,,.... .-.-,. ,,,,,,,,, ,,,, ..,_...._�.,. -------2,3,4 or 5 ... 8 235or6 9 f 3 or 6_._...... WaveLinx Wireless Control and Monitoring System Operates on a wireless mesh network based on IEEE 802,15.4 standards enabling wireless control of outdoor lighting WaveLinx and WaveLinx Lite sensors utilize the Zhaga Book 18 compliant 4-PIN receptacle(ZD or ZW),while the WOLC control module utilizes a 7-PIN receptacle.ZW option provides 4-PIN receptacle and control module to enable future installation of WaveLinx sensors. ZD option provides 4-PIN receptacle and sensor-ready(SR)driver to enable future installation of WaveLinx sensors,power monitoring,and advanced functionality.WaveLinx(SWPD4to SWPD5) outdoor wireless sensors offer passive infrared(PIR)occupancy and photocell for closed loop daylight harvesting,and can be factory or field-installed,.Sensors are factory presetto dim down to 50%after 15 minutes of no motion detected,Two lens options are available for mounting heights of T to 40',Use the WaveLinx mobile application for set-up and configuration.At least one Wireless Area Controller(WAC)is required for full functionality and remote communication(including adjustment of any factory pre-sets),WaveLinx Lite(WOF and WOB)outdoor wireless sensors provide PIR occupancy and photocell for closed loop daylight harvesting,and can be factory or field-installed.Sensors are factory preset to dim down to 50%after 15 minutes of no motion detect- ed,Two lens options are available for mounting heights of 7'to 40',Use the WaveLinx Lite mobile application for set-up and configuration,WAC not required..WaveLinx Outdoor Control Module (WOLC-7P-10A)accessory provides a photocontrol enabling astronomic or time-based schedules to provide ON,OFF and dimming control of fixtures utilizing a 7-PIN receptacle.The out-of-box functionality is ON at dusk and OFF at dawn. For mounting heights up to 15'(SWPD4 and WOB) For mounting heights up to 40"(SWPD5 and WOF) 0' 2.0, 511 A, IN ,r 15 r 0 0` 0 a 10' z 0. �, ,s uaft� " 2 2,5 7 20'18'15'12'9' 6' 3' 0'3" 6' 9' 12''15'18'2:0' 20' 10 0" 10, fi,01 20' 40' 30' 20' 10' 0' 10' 20' 30' 40' 50' 60, 26, 0' 25, 50,. LumenSafe Integrated Network Security Camera(LD) Cooper Lighting Solutions brings ease of camera deployment to a whole new level..No additional wiring is needed beyond providing line power to the luminaire.A variety of networking options allows security integrators to design the optimal solution for active surveillance,As the ideal solution to meet the needs for active surveillance,the LumenSafe integrated network camera is a streamlined,outdoor-ready fixed dome that provides HDTV 1080p video.This IP camera is optimally designed for deployment in the video management system or security software platform of choice. Synapse(DIM10) SimplySNAP integrated wireless controls system by Synapse,.Includes factory installed DIM10 Synapse control module and MS/DC motion sensor;requires additional Synapse system components for operation,Contact Synapse at wwwsynapsewireless.com for product support,warranty and terms and conditions. G:..il,III er Ligl ibmIl,asnfwtlnias COOPER „2,����1 ily,14Grvu2 Alll��i,hl 4"r 7704B-48 cth:7(7z69 i a5C1C4CYSLf IV iaaya 10 ✓,�. N 7Y,nab- iq7, ,�[, ;1�1 Lighting Solutions ,..nF^",�r ru+l i� ,u 1 ?ll W'? .12 PNI HSS f rr 4 u i ,'.' S .,...- ..'.._. C� .� [ Y a1 t H 7 ¢ - uLP.._-_-._ �S.S 0..33 .��i YMf QC 9..LE 7 I. _ y o o 0 o o.0 0.0 o.o b,o 0.o 0 o o,o b.o b.0 I b,o 'b.o o,o ,P ,`,w .ti �:,. b.0 0.,0 b.o b 0 0.0 0.0 b.0 b.o b.0 Y,K b,o b.o 0.0 c.o o,o o,o b.o c.o o.o o.o b.o o-c b.o o.o o c 'a.o o.o o.o � ,4 'b.c 'c.o o.o .. .., ,, o 1.0 X h.:.� { ,� r o b.o�...o.e o b,o_. ,..,,u o �;,v b.c u.c '0,0 -ir 7 9 '.ail Sa il: d __ , °..p b.o b.o n r, 't r.". �..-1cPts @ Grade 0 Ob �...1�. N„A Min Mar/Min Label Av Niax Min Av�11 �- •,. ✓ n r....,... C b m b i 6.P o V it rr o,o o,.c c o ,....forth Pay, 01 Ca NA ,v p r}1n4 __ „. C.... .._.. .. 0.76 1 3 fi 0 N 1, [N.A 0 1 1�,=z e e v.✓j t A�, c y M e.o e.e u.e oath Pa king 0 A. N A to a 3 4 .0 .,�..,,, o �, o e,.a o [ ° irm'rsre irt� ut'rrn sr';n abJ, a ,,..... 3 ...a } .e b.e b.c c.o 1 aG mNo �.�e'�,�^Y k "T Z Crient Tilt w `,,,A ;l� .GYH 5L9 }YSS '^,150195 ._ _ l _70 0....I " 1 _'4 B ik 150 5 93 1 l8 955 '" �lA SL9 HSS) 152 95 5 1 SG 0 0.4 4 Y �' o.0 0 0 0.0 'r l �; " 3 0.3 0_ ,rn,a .. r o,+✓ ti'r^ ,'r r ..� .: -r 1 Ntl d3 0 2 �. �a 9, X..o 0.0 b.c ".... „._. _ }}„ .... G� .. SL9 HSS ,12e5 5 w _21U 5 .. 1�� 0.c o 0 0.a, o .,�„m..._ b.c b.o b,o �q.� .,! b.l Yi:l 11 b.2 9;,.",< a :.rc, ..v .... 4 "7 xxxl b.o b.o 'o.o Trit,i X� 'b.a c.o b.o 1,�� a.i o,i "'�`� wro,. c�. `a��o "o.o cl 5..o b.o u) 'b.0 o 1 i�i! i 1 i...° I ' u� r b 0 0,0 b.o 0.0 010 e 11 ,,".. b.0 c.0 0-0 iro,w b.e b.o '6.0 'c.0 c.c b.o o c,l. r,.9, 1 r ''' ��44 b.0 c.0 c..c b.c b.o b.o o<� "b.,,t .. .. _. ---1 ,-ice+S 'ii.rr '0,0 b„o b,0 o.o b.c u.o o , b.o,. ✓ n a `+.C, b,0 b.0 '6.0 b.o b.o b.o b.v b.I.t '/.d' 0,o b.0 1 b.o b„o b.o b.o b.c b.o o.aH b. o b.o b.o 'J.r, b.o b.c b,o b.c c.o c.�;. b.< 'u,... o c 'a;. b.c b.c l-p 7 0 o o u o 0 o b.c c.c w� 1 y. b. , b� �. o� � i, 'o.o b.o b.o � �• z o.o b.o o..o 0.v c"o 'r •,• b.0 b.0 'b..o b.0. 4,....fi E ,� ) '; rr .....� 0 1.2 5ar S.e "). 4T 'b.o b.0 O,o North P&Y.king, " b,o b.o O.o b,c 1),fr, yr,;, F,1 1.9 1.9 1.6 1.4 b.8 � t. , 0.0 0,.0 b.0 err 1 i v 0 2.0 'b.c C.0 o C r+ b C. b.0 2 c.o Lcb.e c.o c.e b.o 1.+.o 'c c. b.c b.o b.o b.o 'o.0 �,,;,.�. ^^° `�`" ,� .i 'b.o b,o b.o b.0 b.o b,o 'b.o o.o b"o 0 o= ."., ri' b.a b.o b.c b..o b,.o 'b.o 'b.o r r 'b.o b.o b.o 0 0 .y b.o u.0 c.o b.0 b.o b.0 b.0 COOPER -c.o C c ?,.¢:. b.0 b.c c.c c..0 b.0 c..c Lighting Solutions �» o o b.c b.o b.o a,0 b.0 r 0 Main Rd,Mattituck V 20 ft. mw 11/2BI2022 1) b„o 'b.o o.o b.o .."-- "" Bicanicrprflma Lkgk0a0ala.c 2201123r1.AGl RECEIVED ID C 1 - 66-ti,R TO wn _ ......... .,__.............. ............................. ._ ...... ...... _ __ Panning Boar 6 \ AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Town of Southold September 28, 2022 Planning Board Office P.O. Box 1179 Southold, NY 11971 RECEIVED Re: Proposed Site Plan for NOFO Center 10200 Main Road, Mattituck 0 1 T (,) 5 20 SCTM#1000-143.-3-1 out�'o4d 'own Planning Board Brian Cummings, Following the receipt of the write-up of Planning Board comments from the February 28, 2022 Work Session concerning the proposed site plan at 10200 Main Road, Mattituck(SCTM #1000-143-3-1),which were issued March 18, 2022,the following revisions have been made to resolve outstanding concerns: Comment#1: Obtain approval from the Suffolk County Department of Health Services(SCDHS)and provide a print of the approved Site Plan including the seal,stamp and signature of the SCDHS. Response: SCDHS approval is currently pending. Comment#2: Please provide the items listed below on a minimum of five(5) revised site plans. Plans should include the seal,stamp and signature of the professional preparing the plan #2.a Town Engineer comments pursuant to Chapter 236: #2.a.1.The Site Plan Notes state that areas of the existing parking lot will be disturbed during installation of a new septic system. Show the location of the proposed septic system on the plan, including setbacks from existing and proposed drainage structures. Response: Proposed septic system and relevant setbacks added to Site Plan on Page G-001. #2.a.2.Show the extent of the proposed asphalt disturbance on the plans. Response: Erosion Control Site Plan added which includes delineation of the area of proposed asphalt disturbance. See new Page G-004. #2.a.3. Provide drainage calculations for the parking lot impacted by the installation of the new septic system. Ensure that runoff from all asphalt surfaces flows to the drainage system and that the drainage system has the capacity to store the runoff from a 2" rainfall event. Response: Drainage calculations added to Page G-004. #2.a.4. Provide details for the Test Hole shown on the drawing. Response:Test Hole data added to Page G-004. #2.a.5. Provide a detail showing how the disturbed asphalt pavement will be restored. Response: Asphalt Restoration Detail 2/G-004 added to Page G-004. #2.a.6.The final plans must show details for all new drainage structures and drainage piping. Response: Storm Water Drywell Detail 1/G-004 added to Page G-004. Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build #2.a.7.The final plans must show the location of and details for all relevant erosion and sediment controls including, but not limited to,the construction entrance,drainage inlet protection, concrete washout area and soil stockpile areas. Response: Erosion Control Site Plan and relevant Erosion Control details added to new Page G-004. #2.b Provide a full scale photometric plan pursuant to Chapter 172 and the following: #2.b.1. Foot candle values shall not exceed 5.Ofc on site.There are multiple spots where this foot candle value is exceeded. Response: Proposed lighting revised to ensure all foot candle values below 5.Ofc on site.See revised photometric plan. #2.b.2. Foot candle values shall not exceed 0.05fc along the Marlene Lane property line.There are multiple spots where this foot candle value is exceeded. Response: Proposed lighting revised to reduce foot candle values below or as near to 0.05fc along the Marlene Lane property line as feasible for this existing site.See revised photometric plan. #2.b.3. Foot candle values shall not exceed 0.1fc along the west property line;.There are multiple spots where this foot candle value is exceeded. Response: Note that Marlene Lane property line (see Comment#2.b.2) is this property's western lot line. It is believed that the above comment intended to refer to the eastern lot line. Similar to the previous response, the proposed lighting has been revised to reduce foot candle values below or as near to 0.10fc along the east property line as feasible for this existing site. See revised photometric plan. #2.b.4. Color temperature shall not exceed 3000K(2700K LED)for any fixture.All fixtures cannot be confirmed as<_3000K or 2700K for LED. Response: All proposed fixtures have been specified to utilized LED's with a 2700K color temperature (Site Plan Note "C"on Page G-001). #2.b.5.Total Lumens=0.73 x(commercial)25,000=18,250 permitted. Proposed total =42,294. Response:The proposed lighting has been revised to reduce the total lumens as much as feasibly possible for the existing site, while still providing the recommended illuminance levels for such a property. See revised Exterior Lighting Analysis on Page G-001. Please contact me if you have any questions or additional requirements regarding this application. Sincerely, Anthony Portillo, Principal AMP Architecture, PLLC 631-603-9092 ...... ....... .w....... _ u GALN Galleon 11 Area /Site Luminaire Product Features .>W LIgM ARchNed^' Interactive Menu ProdUCt Certifications • Ordering Information page 2 Nn • Mounting Details pages r • Optical Distributions pages • Product Specifications page 501 , • Energy and Performance Data page6 "� §56 • Control Options page10 Quick Facts �D Connected Systems • Lumen packages range from 3,300-73,500(33W-552W) • WaveLinx Lite • 16 optical distributions • Efficacy up to 159 lumens per watt • WaveLinx Dimensional Details Standard Arm Pole Drilling Patterns Type N" ra��rn9du�a� Hale 71g'[22mrer) PI 9176'[14mmi f7iameter 9-112" "A' wB., [241mml— Numberof Weight with Standard o EPA with Standard Light Squares 111111111111111INUM. Housing LenglVB" QM Arm or QM Arm 1.4 16" 22 29 lb 0.95 ...... ---... — ---- .... .... ..... 5-6 22 1 27 39 lb 0.95 7 9 22 28 1/8 48 lb 1 f .... ... ........... ..... ......... .... ..... . .......... NOTES: For arm selection reguiremems and additional line art,see KNounling Details e I IMF.::& 7 Visit ry6t�Pa G!6'Y.f...ICe,�ai rY"kl,a.7'3!'.Y�".U::G:pC to ronfirm goalifimWn Nnt all pradort—aims are DLC gualified 2 IDA Certified(3000K CCf and warmer only,fixed mounting options) COOPER HN aor 1 Lighting SolauOons .� U �IIVI� Ordering Information SAMPLE NUMBER: GALN-SA4C-740-U-T4FT-GM a GALN=Galleon II SA7=1 Square A=60OmA 722-70CRI,2200K U=120-277V T2=Type II IBlankl=Standard Pole Mount Arm AP=Grey BAA-GALN=Galleon II SA2=2 Squares B=800mA 727=70CRI,2700K H=347V-4BOV7•" T2R=Type II Roadway QM=Standard Pale Mount Arm BZ=Bronze Btdy Anteakcan Act SA3=3 Squares C=1000mA 730-70CRI,3000K 1=120V T3=Type III with Quick Mount Adaptor BK=Black Cof ittianit air SA4=4 Squares D=1200mA'^7 735=70CRI,3500K 2=208V T3R=Type III Roadway PA=Pole Mount,Adjustable I DP=Dark Platinum TAA-GALN=Galleon II SA5=5 Squares 3-240V 740=70CRI,4000K T4FT=Type IV Forward Throw I SP=SIipRtter,Adjustable GM=Graphite Metallic Trade Agreements Act f SA6=6 Squares 750=70CRI,5000K 4=277V T4W=T a IV Wide MA=Mast Arm,Fixed g , yp I WH=White n SA7=7 Squares 8=486V Compliant � 760=70CR1,6000K a," SNQ=Type V Narrow WM=Wall Mount,Fixed (RALXX=Custom Color SA8=8Squares 827=80GR1,2700K 9=347V SA9=9 Squares 830=80CR1,3000K DV=277V-460V DuraVoh SMQ=Type V Square Medium UP=Wall Mount,Adjustable AMB=Amber,590nm'sn7 Drivers"•oa,ar SWQ=Type VSquare Wide UP=Upswept Arm SL2=Type It w/Spill Control SL3=Type III w/Spill Control SL4=Type IV w/Spill Control f SLL=90"Spill Light Eliminator Left SLR=90'Spill Light Eliminator Right RW=Rectangular Wide Type I AFL=Aulomative Frontline 1, r, r, r , DIM=External0-10V Dimming Leads" BPC=ButIOn Type Photocontrel6 OA/RA1016=NEMA Photocontrol Multi-Tap-105-285V F=Single Fuse(120,277 or 347V Specify Voltage) PR=NEMA 3-PIN Photocontrol Receptacle OA/RA1027=NEMA Photocontrol-480V FF=Double Fuse(208,240 or 480V Specify Voltage) PR7=NEMA 7-PIN Photocontrol Receptacle P1 OA/RA1201=NEMA Photocontrol-347V 20K=2OkV UL 1449 fused surge protective device 10 SP02=Dimming Motion Sensor,9'-20'mounting" OA/RA1013=Photocontrol Shorting Cap 2L=Two Circuits" SP04=Dimming Motion Sensor,21'-40'mounting a' OA/RA1014=120V Photocontrol HA=50"C High Ambient SPB2/X=Dimming Motion Sensor,limited square count,9'-20'mounting" MA7252=1 DkV Surge Module Replacement HSS=Installed House Side Shield" SPB4/X=Dimming Motion Sensor,limited square count,21'-40'mounting a' MA1D36-XX=Single Tenon Adapter For 2-310"OD,Tenon ORSDK/.Aare ReduicflnffrgShield,Blacks" ZW=WaveLinx Module and 4-PIN Receptacle 91 MA7037-10[=2@180"Tenon Adapter for 2-3/8"O.D.Tenon ORSWH Glafe Reducing Shwghl,tall ZD=WaveLinx Module with DALI driver and 4-PIN Receptacle" MA7197-XX=3@120"Tenon Adapter for 2.3/8"O.D.Tenon LCii t.nghl Square Truua Paroled to Malsh Housing al '.... ZW-SWP04XX=WaveLinx Sensor Only,7-15ft"•"" MA7188-XX=4@90"Tenon Adapter for 2-3/8"O..D.Tenon TH=Tool-less Door Hardware 3 ZW-SWPDSXX=WaveLinx Sensor Only,15-40ft 19•1z 93 MA7189-XX=2@90"Tenon Adapter for 2-3/8"O.D,Tenon CC=Coastal Construction finish 3 ZW-WOBXX=WaveLinx Sensor with Bluetooth,7-15ft"•"•" MA7190-XX=3@90"Tenon Adapter for 2-3/8"O.D.Tenon L90=Optics Rotated 90"Left ZW-WOFXX=WaveLinx Sensor with Bluetooth,l5-40ft"•"•93 MA1191-XX=2@120"Tenon Adapter for 2-3/8"0.D.Tenon R90=Dptics Rotated 90"Right ZD-SWPD4XX=WaveLinx Sensor Only,7-15ft 19•'z1 MA1038-XX=Single Tenon Adapter for 3-1/2"O.D,Tenon AHD145=After Hours Dim,5 Hours ZD-SWPDSXX=WaveLinx Sensor Only,15-40ft19•1;13 MA1039-XX=2@180"Tenon Adapter for 3.1/2"O.D.Tenon AHD245=After Hours Dim,6 Hours u ZD-WOBXX=WaveLinx Sensor with Bluetooth,7-15ft 99•"•" MA1192-XX=3@120"Tenon Adapter far 3-1/2"O.D.Tenon AHD255=After Hours Dim,7 Hours zz i ZD-WOFXX=WaveLinx Sensor with Bluetooth,15-40ft'"•"13 MA7193-XX=4@90"Tenon Adapter for 3-1/2"O.D..Tenon AHD355=After Hours Dim,8 Hours 3E DIM70-MS/DIM-L20=Synapse Occupancy Sensor(9'-20'Mounting)10 MA7194-XX=2@90"Tenon Adapter for 3-1/2"O.D.Tenon DALI=DALI Drivers DIM10-MS/DIM-L40=Synapse Occupancy Sensor(2l'-40'Mounting)19 MA7195-XX=3@90"Tenon Adapter for 3-1/2"0A,Tenon SRA238=Adapter kit for mounting to 2-3/8"O.D.Tenon LS/HSS=Field Installed House Side Shield 9•" LS/GRSBK=Glare Reducing Shield,Black'•" LS/GRSWH=Glare Reducing Shield,White9•93 f LS/PFS=Perimeter Shield,Black" WOLC-7P-10A=WaveLinx Outdoor Control Module"•" I I WOA-XX=WaveLinx Wireless Sensor,7'-15'Mounting Height'z"•"•" I WOE-XX=WaveLinx Wireless Sensor,l5'-40'Mounting Height ------ --------- ......i------ ...... NOTES. 1.Customer is responsible Por engineering analysis to confirm pole and fixture compatibility for oil applications Refer to our 17.Not available with HA option white paper WP513001 EN for additional.support information 10.Not for use with 5NO,5MQ,SWQ or RW optics A black trim plate is used when HSS is selected. 2.Design.ights Consortium@"qualified Refer to surev.desigulights Ong Qualified Products List under Family Models or details 19 Cannot be used with other control options- 3 Coastal ronstrucbon finish salt spray tested to over 5,000 hours per ASTM 0117,with a cards,rating of 9 per ASTM D1654. 20.Low voltage control lead brought nut 18"outside 8ttture.Not available with DALI or integrated conmis options Not available with Mention 21,Not available if any SPB,LWR,or WaveLinx sensor is selected.Motion sensor has an integral photocell. 4.Drive current 1200mA hot.,enable with color temperatures 727.,727 or B30 when direr FIA or HSS options are selected 22 Requires the use of BPC photocontrol Or the PR7 or PR phnrocardlet receptacle with photacomml accessory 5.rH option not 3G rated.Not available with Coastal ConstnAclion(CC)option. 23 Not for use with'r4FF,r4W or SL4 optics See IES files for details 6..Not available with voltage Options H,B or 9. 24..Sensor configuration mobile application required for configuration.See controls page for details. 7 Requires the use of an internal step down transformer when combined with sensor options Not available in combination with 25 Replace X with number of Light Squares controlled by the SPB,mraencing the"SPBtx Availability Table"on the conudis page. the IRA high ambient and sensoroptime,at 1A. 26.Net available with HSS,GRSIWIi or GRSBK. 8..Adjustable Shinfitter arm limited to vertical 3"tenon.For mounting to 2.-3/B"O,D..tenons,order accessory SRA238. 77..Only product configuration with these designated prefixes.are built to he complaint with the Buy American Act of 1933(IAA)of 9.ane required for men Light Square Tmde Agreements Act of 1979 CrAA),respectively.Please refs to. i.o PL. r;I'k i x,4 humane far more information t 10,21.is not available with SPB at 347V or UK Net available with Wavel-inx or Enlighted sensors,or 20kV surge option Components shipped separately,may he separately analyzed under domestic,preference requirements. 11 Require,PR7. 28,Fur BAA Or TAA requirements,Accessories sold separately will be separately analyzed under domestic preference requirements, 12.Replace xX with sensor color(WH,BZ or BK) Con sun factory for further information. 13 WAG Gateway required to enable field-configurel ility:Order WAC-P E and WPOE-120 f OV to POE injector)power supply if 29 DureVab drivers feature added protection from power quality issues such as to"of neutral,mansions and voltage fluctuations Visit needed.WAG not required for LC Bluetooth sensors 8ym yr 1,1171ll-.VkrkC i,l Yz'vD for more information 14.Requires ZW or ZD receptacle. 30.490V not to be used with ungrounded Or impedance grounded systems. 15 Narrow-band 590nm+1 5nm for wildlife and observatory use Choose drive current A;supplied at 506mA drive current only 31 Not available in 1 square conflguratlorr at 8D0mA or below.Net available with any control option except SPB. Fxact luminaire wattage available in IES files Available with 51vi SING,SL2,SL3 and SL4 distributions.Can be used with HSS option 16 Set of 4 pas Ond sdt required per Light Square LumenSafe Integrated Network Security Camera Technology Options(Add as Suffix) Produci Familly�7 Camera Type r. L=LumenSafe Technology D=Standard Dome Camera C=Cellular,No SIM R=Cellular;Rogers H=Hi-Res Dome Camera A=Cellular,AT&T W-WhFi Networking w/Omni-Directional Antenna Z=Remote PTZ Camera V=Cellular,Verizon E=Ethernet Networking S=Cellular,Sprint rpCOOPER PS 0Cti ),t�'i peeve 2 Lid` Lighting Solwlions. 13 r m N T,r'`VI Mounting Details Pole Configuration Options 2 @ 180' 3 @ 120' 4 @ 90' (Round poles only) 2 @ 90' 3 @ 90' 2 @ 120' (Round or square poles only) (Round poles only) .411 Pole Drilling Patterns Quick Mount Arm(QM) Type"N" 7�3,141 i'19MMI Diamolo, 2' Hole LA-A . [51-1 ]=�-7/9`[22-1 (3— 1-34" _L44mn,l 9116"114MMI Diameter Hole. *NOTE:Use Type N drilling patienn Upswept Arm(UP) Type"N" Type"R" A' V4'09mrm r —---------------1 Dia"solor i512"MI H01a, M ............ -—---- ra 718"[22mml 1-11116, 2-1)08" 1411, �—_ETMq f44nnnjl [54m.1 -1 Orr 9116"J14.rn1 "3r4,119.ml Diameter Diameter H.I. Holes [21 518'[iSrnml Dismwo,Holes ............ Type"M" 8-5/81, [220mm1 ;n 6' 1135rnrnj 3/4"[19mml -NOTE:Use Type N,R or M drilling pattern Diameter Hol 2-7116"162mml Mast Arm,Fixed(MA) 4.788'(124mml tea (2)5/8"06mml W mml Diameter Hole. 6" 11 ........................ ................... [149mm 11 Wall Mount,Fixed(WM) 10-532" [258 nmj 1233mml L 16 6 3116' "5 COOPED Lighting Solutiom6 EII=31NN'NNEINNINffAIM= Mounting Details Wall Mount,Adjustable(WA) Adjustable Arm Range of Motion • Wall Mount(WA),Slipfitter(SP)and Pole Mount(PA) • Adjustable in increments of 5° • Must maintain downward facing orientation 80' 125'8mgn[ p 11-3/16" [-3/omi �8.. '[284mm1 , Slipfitter,Adjustable(SP) -10' Pole Mount,Adjustable Arm(PA) "A' zt Y . [2961 Fixture Weights and EPAs 70 146 166 2.31 2.25 2.35 1-4 33.5 Ib(15.2 kg) 0.85 1 .. .. .. ...... -----. ------ -._..__. 0° 5 6 43.5 lb(19.7 kg) 0.86 1.71 1.62 1,80 2,49 2.35 2.50 7-9 52,5 lb(23.8 kg) �...,,, .................. 0 98 1.95 1.75 1.98 2,73 2.55 2,76 1-4 33.51b(15.2 kg) 1.10 1.71 1.95 2.26 2.81 3.30 2,87 ... ( 7.....g...)...... g) 313 3.63 3.15 15° 5-6 ....43,5 lb 19 7 k 1 42 .1 71 2 27 2 72... -- - 7-9 52.5 lb(23.8 kg) 1.69 1.96 2.67 3.22 3.65 4.38 3.72 ......... mm.m... 181 25 .00 4.00 8 321 344 469 353.... 30° 5-6 43.5 lb(19.7 kg) 2.26 2.29 3.11 -3.97 5.27 4.00 7 9 52.5 lb(2.� ..m...........____.__m 3.8 kg) I 2.75 m 2.85 3.73 4 83 4 71 6.45 4.81 ---........,.,. ... ..ln........,. _ ...µ. - .... ..... ......... .._._.. 1-4 33.5 Ib(15.2 kg) 225 2.36 3.10 4.00 3.96 5.63 4.08 ................ -.-.. 45° 5-6 I 43 5 Ib(19.7 kg) 2.96 299 3.81 5 06 4.6 7 6.49 4.71 -- --- --. _ l ., - 7 9 52.51b(23.8 kg) 363 3.76 3.73 L... 6.1?..............1.........5..5.9........,.L...........8.03..- 5.73 _...,. _ .....- --- -- --- 1-4 33 5 Ib(15 2 kg) 2.63 2.77 3.49 4.58 4.34 6.21 4.48 ._...... ..... 60° 5-6 43.5 lb(19.7 kg) 3.46 3,51 4.32 5.84 5.19 7.01 5.22 7 9 52.5 Ib(23,8 kg) 4.27 4.44 5.25 7 1.5..... I 6 23 8..80....... ..!... ..6.40.. ............ COOPED Lighting Solut'vzsm � µ Lim m�U Optical Distributions Asymmetric Area Distributions "...... ....."" •• T2 SL2 T3 SU T4FT T4W SL4 (Type 11) (Type II with Spill Control) (Type III) (Type III with Spill Control) (Type IV Forward Throw) (Type IV Wide) (Type IV with Spill Control) T-V I •••••••••••••••••••••••......••••-••••••••••••Asymmetric Roadway Distributions .......Symmetric Distributions RW T2R T3R 5NQ 5MQ 5WQ (Rectangular Wide Type 1) (Type II Roadway) (Type III Roadway) (TypeV Square Narrow) (Type V Square Medium) (Type V Square Wide) I.... ..... El Specialized Distributions ---®®®......•• �—• •�••••.•••••• Rotated Optics, ........ AFL SLL SLR Street Side SuA01✓""` Street :,M, (Automotive Frontline) (90°Spill Light Eliminator Lek) (90°Spill Light Eliminator Right) sEdna �✓ � �4 Side s,r ry. v.:. 1t!' Hpu,;.,y"r House Nouse Side %do '"w,":.;"�^ Side Standard Optia Rotated LeR @ 90°[L90i Optics Rotated Right @ 90°[R901 Product Specifications Construction Suitable for operation in-40°C to 40'C ambient Typical Applications • Die-cast aluminum housing and heat sink environments.Optional 50°C high ambient(HA) Outdoor,Parking Lots,Walkways, Roadways, • Three housing sizes,using 1 to 9 light squares configuration Building Areas Optics Mounting Warranty • High-efficiency injection-molded AccuLED Optics • Arms are factory installed,enabling closed-housing Five year limited warranty technology installation • 16 optical distributions for area site and roadway • All arms suitable for round or square pole applications installation • 3 shielding options include HSS,GRS and PFS • All arms provide clearance for multiple fixture • IDA Certified(3000K CCT and warmer only,fixed installations at 90° mounting options) Finish Electrical • 6 standard finishes use super durable TGIC • Removable power tray assembly includes drivers, polyester powder coat paint,providing 2.5 mil surge modules and control modules for ease of nominal thickness and salt-spray tested to 3,000 maintenance and serviceability hours per ASTM B117 • Standard with 0-10V dimming • RAL and custom color matches available • Standard with 10kV surge module,optional 20kV • Coastal Construction(CC)option salt-spray tested surge module to 5,000 hours per ASTM B117,achieving a scribe rating of 9 per ASTM DI 654 Energy and Performance Data Lumen Maintenance(TM-21) Lumen Multiplier Drive trt r ttt t ttt tt ttt .. m 'TemperMultiplier 25 C 99.4% 99.0% 98.9% 98.3% >2.4M 0°C f 1.02 ........ ..................... .................. ..._ ......... t Up to I 40°C 98.7% 98.3% 98.1 i 97.49 >1.9M 10°C 1.01 c �.................... ; 50 C 98 2i 97.2i 96.8% f 95.2% >851,000 25 C 1.00 „.. ..•...................�.... ;.. _ 25°C 99.4% .,._...99.0°6 98.9% 1 98.3%. >2.: i - .... .... ........... ..... r. ___L ( 4M 400C 0.99 i 1.2A �— . ...... _. ....................._.I 40°C 98.5% 979/ 97.7% 967/ >131VI 50oC 1 0.97 *5uprpul,,d by IES Y10-21 standards ^`T'Ixeoro-a1irxY u;altaes n:prrscnt a»tirnakians cenr¢ei...ly used;hmv,e(,ro^far to the IIB pnsiti�rn on P..I::0 IP,edud I..If6r,,e Pr dictio�r,IE S PS-11)18, 2(jAm hq preopr"K I,s of IES TKV2.1.And I..Id-SO COOPER Ato Performance Table,Drive Current"X(615mA) Nominal Power(Watts) 33 63 121 4 182 244 274 1-111111-............................................. ------------------------------------------ 11-1-1 1-1-111111-5 1. J.............................................. ................ Input Current @ 120V 0283 0,529 1.05B 1 310 1.556 2 089 2.335 .......... .............. ......... ........ --- -AliO 0-61 B 1112 Input Current @ 208V 0165 0.309 0 0,771 0.919 1.240 1.379 ......................................................................... ........................ .................----------- ---- ------ Input Current @ 240V 0,143 1210 0.540 0671 0, 9 1,078 1.194 ----------------------- -- In ---- .......................... ----------- .......................... Input Current @ 277V 0-125............ 0237 0.352 0,473 0.581 0.705 0819 0,9 62"" 1,057 ...... . ........... --------------------- ........................... ................. ................ put Current.@ 347V 0099 o"', 0.272 0362 0.454 0544 0,636 0.738 0 816 ...................................................................................................................... Input Current @ 480V 0.073 0.133 0.200 �I0267 0.335 0400 0,470 0.554 0.600 4DOOK Lurnens 1 4,654 %241 13.730 4_ j 23,032 27,273 32,034 37,138 41,694 1 1 1 11-11111 11 ''I'll _ 1111 !.!-,g I I II I I- �I I'll, T2 BUG Ral!n?, BI-U0-G1 BI-UO-G2 B2-UO-G2 B2-UO-G3 133-1_10-,� B3-UO-G4 31 UO G5 B3 JO-GS .........................................................................."I'll" ........... ---------------------- 150 150 150 141) 152 152 Lunneri,per Wall........... 141 147 148 ------------ .. .................4DOOK Lumens 4,716 "9,'37'2 13,913 18,437 �i��Q 27,637 32,462 37,634 42,251 ---------------- ..G___ ...... ..T2111 B ................................ _UG_ ----------- ---- E12�1.10�G2 _F 4 B!-,�I[�I-(32 B3 UO-G3 B3-UO-G4 ................. ... ............ ....... Lumens per Watt 152 152 T 112 151 154 1' 1 143 149 150 1 1 1 ...................................... -- ----- -------- ...................................................................__ , I , "' ]...................4000K Lumens 1 4,5139 9,120 13,538 17,940 22,711 26,1392 31,587 36,620 41,112 ..........-................................................................................................................................. ................................. ....... B4.U.-G4 T3 BUG Rating ............. B1-UO-G1 B2-UO-G2 B2-_UO-G2 B3-UO-G3 B3-UO-G3 3MO-G4 B3 UO G4 I-G4 ............. .........................................................------peLumens r Watt 139 48 147 14B 147 .......... ..................................... ............ ....................... 4GOOK Lumens 4,735 9,411 13,970 18,513 I. 23,436 27,751 J_ 12,596 37790 42,425 ,,37790......... . ....- T3R BUG Rating B1-UO-GI B I U0(32 B2-UO-G3 B2-UO-G3 3-UO-G4 B3-UO-G4 B:3 UO US Lumens per Watt 143 149 150 15 3 - --------------------------------------------------------- ........._ ..... T -- 155 __...............................................7------------------------------------- ----------- .... ........... ........... ......................... 4000K Lurneris 4,617 9,176 13,622 18,051 22,851 27.058 31.782 36847 41366............................. .............. ------ � 11...... T4F`r BUG Rating BI UOI B2 UO G2 B2 1.10 G3 83-UO-G3 B3-UO-G4 83-UO-G4 B3-UO-G5 B3 JO-GS 133-UO-GS Lu m-e-n-s-Per-Wa Watt----------- --------- -1-4-0 146 146 ....................149................. .......................149-----------------------1-48------------- 151 ...I'Sl ..... --- ----- ... --------------------------------- ............. ...............__I------------- ----------- 13.662 18,104 22,918 27,138 31,876 36,955 41,488 4000K Lumens 4,631 1 9.203 1 ................. ................. ........ t'-G 3-UO-G3 B3-UO-G4 B3-IJO-G4 33-UO-G5 B3-UO-G5 B4-UO-O, T4W gum Ratin g B1UOG !.......... .............I, ...............---- Lumens per Watt 140 146 147 T 149 149 �.. 140 151 ,1 ---- --------------------------------- ..................................................................... G?OOI,��(.nnem, --------------------------- 4,619 9,180 13,627 18,058 22,860 27,061, :79-5---------------------------MIS.6 1.......................................4..I..3..8.3_j ......................................... ...... -UO-G3 B3-UO-G4 B3-UO-G4 B3-UO-G4 133-UO-GS .......B4-UO-G5 ................................ ................. ........ ----- .................... SL2 BUG Rating BI-UO-G2 82146G2 -UO- VG3,,,.. .......¢ Lumens per Watt 140 147 '49 148 149 148 151 1 ,-.I - -, ...... ....................... - ------I- .I L..........11 ..................... ........ ............ �4006KTurnem; 4,586 9,115 13,531 17,931 22,699 26,879 �'I'I 171.......... 36,602 41,091 ............. ........................................ SL3 BUG Rating B1-UO-G1 B1-UO-G2 B2-UO-G3 12-U?-,G3_ B3-UO-G4----- EQ�UO.G4 B3 UO G5 B3 UO G!, --- --------------------------------------- ...... .......................................... ............................................................ Lumens per Watt 145 145 148 147 14B 150 150 1 3 9 147 1 --------------------- .............. -------------------------------- 13.363 17.711 1 4,529 9,002 22.417 26.544 31,178 �61z, 40,5130 ---------- ..................SL4 BUG Rating BI-UO-G2 BI-UO-G3 B2-UO-G3 B2-UO-G4 32-UO-G4 33,110 G5 B3 U0 G5 63-UO G5 B3-UO-G5 137 1 43 1 44 1 46� 1 4 6 146 145 1-4-8 148 Lumens per Watt I I I -................I...................................................................................................... ............................................... ................................ 4DOOK Lumens 4,829 14,247 _j 18,880 23,901 28,301 33,242 j 30,539 43,266 .............................------- ...... ... .._ 5N BUG Rating B2-UO- 3-UO- .... GI B3-UO-G1 BG2 B4-IJO-G2 B4-UO-G2 B4-UO-G2 B5 UO G2 BS-UO-G3 95_UO_G3 .......... - ....... ...................... - --- - --------------------------------------------- ...... ....... ...................................... ...... FLumens-per-Watt----------------- 146 152 I 153 156 155 155 155 158 158 ............... .......... .................. .1 _1 __1-1-1-1-1--............................................................... ,4000K Lumens 4,853 9,645 14,318 8974 24,020. .............28442 33,407 38,731 i 43,482 ------------------ ------------ SMIQ BUG Rating B3-UO-G1 B3-UO-G2 34-IJO-132 B5_UO-G3 B5-UO-G3 B5 UO G4 B5-UO-G4 B5-UO-G4 ----- Lumens per Watt 147 1 IS-B 157 p,. 156 156 155 159 159 9,625 1 4,2 8 8 18,934 23,9 69 29,38238649 1G 3 4000K Lumens 4,843 33,33 ............................................................................. ............ ---- ------------- --------T............... 'WQ j_!U!!`T2 B3-UO-G1 B4-UO-G2 B4-UO-G2 I B5 UOI BS-UO-G3 B5-UO-G4 B5-UO-G4 B5-UO-G4 BS-UO-GS .................................................................................. ..........",........ ----------- Lumens per Watt 147 154 156 156 156 155 58 158 ---------------- ...............I ,I!!, .............. 4000K Lumens 3,989 71127 11,760 15,594 19,741 23,375 27,416 31,1131 35,736 ---------------I-------------------------------.................................................................................. ---- ---- _____I t___ .... _ BUG Rating BI-UO-G2 B1-UO-G2 B2-UO-G3 B2-UO-G3 B2-UO-G4 B3-UO-G4 33-UO-G4 B3-UO-G5 U ------------------------------ ------------------------ SIM I Lumens per Watt 121 126 127 129 128 128 1211 1 30 "0 ....................--------------------........... -----------------------. ..................... . ..... ............ -------------- ------------------------------------------ 4000K Lumens 4,774 ........... 9488 _��:O!5 18,665 23,628 27,979 32,863 38,100 42,774_____ .................... ... ...... ........... ..................................------- B2-UO,Gl B3-UO-G1 B3-UO-G2 B4-IJO-G2 B4-UO-G2 B4-UO-G2 BS UO-G3 BS.UO_G3 65-UO-G3 RW BUG Rating .................. ------------ Lumens per Watt 145 151 151 154 153 154 153 156 156 ........................................................................................ ----------------------------- . ...... ....................................................... ---------------------- Lumens 4,673 9286 13,785 16,268 26 27,384 32,164 37,290 41,864 BUG Rating BI UO Ill 81-UO-GI B2-UO-G2 B2-IJO-G2 B3-UO-G2 83-UO-G2 B3 UO(33 63-UO-G3 B3-UG-G3 - ----------------------------- AFL Lumens per Watt 1 142 147 148 151 150 150 ISO 153 153 ----------------------- ----------------------------------------- Nominal data for 70 CRI -For additional performance data,please reference the Galleon Supplemental Performance Guide ..................-------------------------------------------------------------------------------------------- -------------------------------------- ...... 0(;WM N pa,0,6 COOPER Lighting SoIII Performance Table,Drive Current"B"(800mA) Nominal Power(Watts) 44 82 121 164 204 243 286 325 364 .......... ......."1 _j ------------- Input Current @ 120V 0,367 0689 1014 1.378 1.704 2,027 f 2,393 2.716 3,041 ..........----......................0 .............. . .................... ................ ......... Input Current @ 208V 0,213 0.401 0594 0802 0997 1.18B 1,400 1,605 1.782 ................................... 1 1.531 Input Current @ 240V -01-8-4 1 D21 1 210 0,347 0510 0694 0,860 0.125 �.235 0 Input Current @ 34 5 00.757 1,065 1.347 Input Current @ 277V 0.160 111111111-1-11------------ -------------- -------------------....................... 11111-1111111 0,471 1-l-I I -..]..........................................-------------- ......... ................ .................. 7V ............ 1 ,35 ,592 0710 0828 0958 1.065 0 605 ............. ..... rr 0,605 0706 0775 Input Current @ 480V 00, 0344 I Ills IN. lil! 11 1 Sol=I i,ilIiiiiiiiii 4000K Lumens 5,790 11,508 17,083 22,638 213�658 33,935 39,859 51379 ---------------------- ...................... . I................... '5 03-UG-G5 I T2 BI-UO-G2 B2-UO-G3 B3-U'O-G,4 B3-UO-G4 B3-lJO-G4 B3-UO-G B4-UO-G5 - ------------ ..................................... .......................... ---- ------- ------ 1 Lumens per Watt 132 140 141 139' 140 140 139 142 143 ........................................................----------------------- .............. - ------------- .......-.1- -] ...................................... 4000K Lumens 5,868 11,662 17,311 22,941 29,041 34,388 40,391 1 46,827 52,572 ....................... ..........---- -------------------------------------................................ ---111----]......................................... .................. .... ........... T2R BUG Rating BI-UO-GI B2-UO-G2 02-Ul B3-UO-G3 B3-1 B3-UO-G4 B3-UO-G4 B3-1 B3-1 142 143 140 142 142 1 4 1 1 4 4 144 Lumens per Watt 133 i I I 0 11,347 21,251 4000K Lumens 39303 41,565 51.155 .......... .............. .......... ------------- ----F 16,645 22",322 1 1111-11111 111.1111111111 ;, ------------- --- ................................................. T3 BUG Rating I B1-UO-G 4� -B3,-UO:G�3- B3-UO-G3 B3-1 B3-1 B4-UO-G4 B4,U0-G5 B4-UO-G5 ................. . ......... ...... ------ Lumens per Watt 130 138 139 136 139 137 140 141 -------------------..................................... --- ............................................-- 710 17,383 23,035 34,530 40,558 4 4000K Lumens 5,892 29,161 7,020 52,78B - --------- --- .............. ........................................ ------------------------- T3R BUG Rating BI-UO,G2 82-UO-G2 B2-Ul B3-UO-G4 B3-UO-G4 I B3-UO-G5 BS-UO-G5 B4-lJO-G5 -------------......................- ---- 143 1 M 142 Lumens per Watt 134 ...... .......""'-140............ 142 745 .................... I- ----------- ................... ................... ...... 4000K Lumens 5,74 16,949 22,460 28,413 33,668 39,546 45,847 1,411 --------------------------------------- .................. ------------- ....................... T4FT BUG Rating B1 UO-G2 B2-UO-G3 82-UO-G3 B3-UO-G4 I _!�-I�-G4 B3-1 B3-UO-G5 E14-130-135 B4-UO-G5 ------------------ . ..... ..... ......................................... ------ Lumens per Watt 131 139 140 13 1 7, 139 139 139 141, . .....1 141 111--,- 1 4000K Lumens 5,762 1 1,4 5 1 1 6,9 99 22,5 268376.7.... 622 , " 39,662 45,982....... -------------------------------------- .................................. ................................. B2-1 B3-Ug-G3 B3 JO-G4 -UO-G4.......... lilt T4W BUG Raring B1-U B3 BB4-UO-GS B4,UO-G5 L u mens per Watt 1 1 4 0 137 140 1 39 1 4 1 42 .............1, ........ 1 ---- I I" - -L-1 4000K Lumens 5,747 11,422 16,956 22,469 28,444 33,681 45,865 51,491 .... ........................................ - ---------------------- ---I .............. ......................... --------------------- ........ ----------- 11---- � ��.1111.11,111,111,1111,'ll""Ill""I-111 t ................. --------------- Lumens per Watt 131 139 140 7 139 139 138 141 1 4 1 SI-2 BUG Rating B1-UOf B�-ll B3-UO-G3 B3-UO-G4 83-UO-G4 B3-lJO-G4 04-UO-G5 B4-UO-GS B4-UO-G5 --T-------- --- ......... ... --------------------------- 13 39,263 45,542 51,129 ................ ------------- .. ......... 4000K Lumens 5,707 11,342 22,311 28,244 33,444 16,836 i ------------- ........................... ......... ------B'2-'U'O-G3 B3-lJO-G4 EQ-UO-G4 SI-3 BUG Rating B1-UO-G2 B2-UO-G3 B3-UO-G5 B3-UO-G5 B3-lJO-G5 B3-UO-G5 Lumens per Watt 130 138 139 136 13. M 140 140 .............. I------- . ..... .......... ----------------- ............ ---------------- ...!!............ 5,636 11,201 16,627 33,028 44,976 50,493 4DOOK Lumens 22,034 27,093 ----I I - -- ------- BI-I BI-UO-G3 B2-1 B2-UO-G4 B3-UO-GS I B3-UO-G5 B3-UO-G5 B3-UO-GS SI-4 BUG Rating ens Lumens..................................................................... -------------- -----------------------...................................... .. ....... ... ............................ per Watt 128 137 137 134 137 136 1 136 138 139 ............................. ............................ ...................................................... 4000K Lumens 6,009 11,942 17,727 23,492 29,739 41,362 47,953 53,1135 ...................... --------- -- ----- 5NQ BUG Rating B2-UO-G I B3-UO-G1 B4-1 B4-UO-G2 BS-I BS-lJO-G2 65-UO-G3 B5-UO-G3 BS-1 ........................................ ..............................- Lumens per Watt 137 146 147 143 146 145 145 148 148 41,561 411,191 -------------------- ...... 4000K Lumens 6 03 -------- 17�131 6 23,60`9 29,687 31389 ...........5MQ BUG Rating B3-1 B4-lJO-G2 04- -GI 0�133 B5-U&G3 FIS UO G4 B5-UO-G4 B5-UO-G4 BS-U-0--G5 ...................... ......... .. ............ -------------------- 1 44 46 Lumens per Watt -146 "' 47 1 145 148 149 111. . . ....... ....1. .............. ....... I'll,...... .............................................. ..... -11,9............ I"1 111-,,�............... I 4000K Lumens 6,026 71, 17,778 23,559 29,824 35,315 41,480 48,090 5 3 9 6 9 ........................................ ........... ........... ..................... ................................... ......................... --- -------- Bill BUG Rating B3-UO-GI I BS-UO-G4 B5-UO-G5 B5-U0-G5 B4,UO-G2 B5-uO-G3 B5-UO-G3 B5-UO-G4 B5-UO-G4 144 146 14 5 145 148 148 ...........................................................................- ------------- ... ...............................................................................----145 ...... ;�I�;--] Lumens per Watt 137 147 _7 ................ ...................... -------------------9,963 14,642 19,403 24,563 29.0 8 5 3 9 6 0 7 4000K SLIJ 11 .............. ------ BUG Rating BI-UO-G2 B1-UO-G3 BI U11 G3 U B2- I 83-UO-G4 83-UO-G B3-UO-GS B3-1 SLR ------------------------------------------ --L '-", ---- ---- ....................... ------------------------------------------- ---------- 118 120 119 '22 113 1 .......... 122- Lumens per Watt 1211 121 ..........�120 --------- 4000K Lumens 5,940 11,816 17,526 ,224 �"4 40,891 47,407 53,222 ..........................- .............. .23....... "?,�....... -------------------- B4-UO-G2 B5-UO-G3 B5-UO-G3 f BS-UO-G4 RVI J.'B1JG Rating B3-UO-GI 83-UO-G2 B4-UO-G2_ "I'll, - Lumens per Watt 135 144 145 142 .... ....1_43 143 1 1 1 4 1 6 1 ----146 .............. ....__....... ............................................................... 4000K Lumens 5814 11,555 17,153 22,730 28,775 6 34,073 40,021 4 398 1 52,090 -------------- ...................................................... __j----------------- ... .. .............. Ft. BUG Rating B1-UO-GI 32-UO-GI B2-UO-G2 62-UO B3-UG-G3 EM-I 83-UO-G3 B3-UO-G3 B3-UO-G4 -............... ....................... ............... ---- - Lumens per Watt 132 141 142 139 141 1 140 140 143 143 ......................... ------------------------------------ ..... ------------------ . ... ........................ Nominal data for 70 CRi For additional performance data,please reference the Galleon Supplements!Performance Guide, ........... ...........- .............. COOPED 1, pago7 Lighting SollijOarm -- �0 w � IIII a Iti IIII ..IIII Performance Table,Drive Current"C"(1050l Nom . ___.1 213 269' 321 377 429 481..............-111111- ---.Power-Watts) 57 ------- Input Currentnal @ ry 78 0 905 I 1 338 1 810 2 2442 675 f 3.150 3.5134 I 4 013 .. 120V.... J 04., �..........108 .... 16.... ......... .........�. . ... ........................,..... "........�.. ... ,... . ..... --- Input Current @ 208V I 0.279 I 0.532 0,780 1,064 1,313 1,559 1 845 _2.093 I 2 339 p ---.--.m .______-,,_.. ... ...., ---- ........_.. .... .---- ..-_...m.........................__ -.- ......--- ............ In".. .. ... .,„ 2 1_.328 � 1.582 1.788 � 1991........ @ 240V 0.2,,,, ........... Input Current Input Cument�@34N� 0.164 ����---0322 � 0.471 �-�0644 � 0.79 1164 .. 1401 1 58"4""�� �� 1748--�--�@ 27N � 0 2 g 0 404 ........1 0 582 0 806 0.997 0 943 .�. 1 117 1 269 1,414 Input Current @ 4BOV .-. 0.121..�.. ,... .......... ,.,_,..� ..... ,_. ... ....... ......... ,...,.......,.., qq r ..............._. 0 235 1 0.341 0.469 I 0,579 0,681 I 0..814 0 923 1.022 .Rating ens" " " .. 7 � 1 7 I 08 41927 a. 49,247 57D94 64098 t T2 BUG 62 UG B3 UO G3 B3 UO G4 B3 UG " B3 UO GS 64 UO G5 84 U..G5 B4 UO 65 . - .-.-. _ , ... ..... Lumens per Watt 126 132 132 I 131 132 131 131 1 133 133 L,._----, ......... """" 14408 21389 211344 35881 42487 49,905 57857 64954 _- ...... ... 40DOK Lumens 7250 ,....... ... T211 Bumenstiper Watt ._._.-.-,. B1��G1 B2 U-G2 (t 62 34. ..B ..... ".. ......;. """"-G ....B4 ."..... G3 B3 UD G3 - 83 UO-G4 B3 UO G4 63 UO GS B4U0 G5 B4-UOGS 133 { 133 133 132 �.. 132.......--- .------135 .-_......................135 ..............r.............................."..........................,,,,,.,,,,0....,,,,,,,,,,.�..,,,,,,,,,,.............................................,,,,,,,,................., .................. ...., ,. ...... 4000K Lumens I 7,054 j 14,020 20,812 27,560 34,414 41,342 48,560 56,297 63,203 Lumens G3 BH UO G4 B3 UD G4 84 UO G4 J B4 UO G5 B4 UO GS B4-U0 G5 T3 BUG Rating per Watt ,..� Bl 1U�G2 B2.OOG2 B3 U.. ........ .. .......m ,. ........ .,... ... 129 130 129 129 731 131 1 4000K Lumens 7280 14468 21,477 28,461 36029 42,663 50,111 58,096 65,222 } __ _ ________......._ ---_ ...... ________ __.___.. ......... .....___.. ........ ................................................ .ii. .... T3R BUG Rating ( B1 UO-G2 B2 UD G3 B3 U0-G4 B3 UO G4 B3 UO-G5 B3-UO G5 B3-UO-G5 B4-UO-G5 B4-UO-GS �,., 134 134 I 133 133 135 136 ..... ."4000K Lumens _-- -- 7098 I ....14107 _----� 209.... ...............................�...............130 .....0 ................................... ... .......... Lumens per Watt 128 J 134 I 134 41 27751 35,130 41598 48,860 Sfi 64fi 63,544. T4FT BUG Rating B7 UO G2 J B2 UO G3 ,� B3 UO G4 B3 UO G4 B3 UO G5 B3 UO G5 B4 UO G5 B4-UD-G5 B4 UO G5 ... .... .... .........,„. ._ f L_. ......... ..i 131 ......... ........., 130 ...I 130 132 �. 132 I ........ �..f ...... �..... !!d 130 Lumens 7119 14,148 I 21003 27832 36233 41720 j 44004 56812 63,781 T4W BOUG Rating Bl-UO�G'L �....�..-B'L--UO-G3 83-Ul B3-UD-G4 B3-UO-.. ....,m..B .......y. B4- .... ..�....... .......��.......................... Lum ns per Watt 1 I II ._._........ d ...._._._._._l._._._._._. ............... ,. ........_G6 1 ..84 U0 GS .d, B4 UO GS B4 UO G5 �..........6.4.up.C.S........ Lumens per Watt ... 125, _._._._..,,,. 131 1, 131 -,...-----. 131 4 ..1.3.�......._ �_._..,._._130 I 130 .I ________132 _____I 133 ...... -- 4000K Lumens.......................... L...........7,101 L.........14,112.........1.........20,94.4..........L,......27761......1..........35,144... .,., .....41614........ 48,879 1... ......56668 63619 SL2 BUG Rating Bl UO G2 ( B2 UO G3 ...I B3 UO G3 B3-UO-G4, I B3 UO G5,,,,,,,, µ, B4 UO G5 B4 UO G5 B4 UO G5 B4 UO G5 _._._ 25 131 131 I 130 I 131........ .... 130 130 132 I 132 Lunnens per -- ..... ...... ........ ....,,,. 4000K Lumens tt 71051 14013 20802 27566 1 34897 .41321 - 48,535 56264 63172 SL3 BUG Rating 61 UO G2 B2 UD G3 rvB2 UO G4 I 63 UO G4^ „mmI 83-UO-G5 _ . 83 UO G5 m, B3 UD G6 B4 UO GS B4 UO GS .roars ..... .... .. 1 I Lumens per Watt ,,,,1 124 ( 130 1 130 129 .. .. 129 124 1.. I 131 SL4 BUG Rating ens-----„ I B16UO-G2 }-.----B2-UO-G3 -. B2 UO G4 B3 UO G5 ......-I B3 UO G5 8. ...... Iry .,,.,,. . ... I I 40,808 - 4(932,,, 55 569 62,386 I. �._ ...... 1.. ''I'll 3 UO GS B3 UU GS B3 UO GS 63 UO G Lumens per Watt 1 122 128 128 128 12B 127 127 130 130 400O " SNQ BUG-Rating " B3-UO-G1 B3 UO G2 _� B4 UO G2 B � " " pI - R Lumens 7424„ 14,755 21,40 5 UO G2 � 85-UO4G3 " B 0 G3 ( BS UO--G3 B5 UOG4 B5 U0-iG4 ........ ..-..... ....... .-.... .1.3.0 ...... 1 136 1 37 1 137" .- UO .....� 37.. ...... 136 ..�. .1.��. 18 138 . 1 ....,... 3 ....I:,.. ,46 11 5MQ �-BUGRatftgeWs tt B37UO-G1 B4U0-G2 BS-U0-iG3 {{ B5 --G3 I6 U 0-G4 B5 UO-G4 B5-U0-GS 1 BS UO4G5 Lumens per Watt 131 137 138 137 137 136 136 139 I 139 4000KLumens 7445 14797 21966 29106 36849 I 43633 51,250 54417 " 66705 ......... .......----- ......... .................... ... ... ...... ....... ....,.,.,. ......... _.----- 1 _._ ...._._ ...-__.._ .__ ._... SWQ BUG Rating B3-UO-G2 64-UO-G2 65-UO-G3 BS-UO-G4 BS-UD-G4 jBS-UO-GS 85 UO-G5 BS UD GS I BS UO GS I'll. F.111111 Lumens per ......... 4000K Lumens tt ..........1 6,132 .........12187........ 18091 L.........23973 µµµ,I 30348.......� 35936 42,21.0... �. S... _"BUG Rating .. ,.. 61-U,O-G2 ........B...2 UO G3 ............ B2 U0-G3 ... B3 UO G4 63 UG B3 UO GS rI B3-UO2-G25 If B8 ,.. B3-UO5-G 75 R ------------------------------------------------------ Y __._.___ _.---, ) l Lumens per Watt � 10B 113 113 1 113 I 172 112 14 .... "" " . . " 1" . . " 13 114 ..... 8 57.................... „ 4000K Lumens 7340 1457 21,653 28,694 36,325 505............ . "� � . RW BUG Rating................................... B3-U0_Gl Lmm._,_,_-B3-UO-G2------_l�- B4 UO_G2 -4L,...._._._B4 UO G2 85 UO_G3 B5-UO-G3------...I. BS-U0-G4 BS UO G4 _.._..,._. BS U0 G4 Lumens per Watt f 129 I 135 135 135 135 I 134 134 137 137 ----- ...3 14276 ,.,.I 21 19 G3 I �. ....., .__ .. _.5 _. �. -- - ( + I 42 098 49,448 57 327 64,319 1 All BUG Rating Bl U0- G2 B3 UO G2 B3 UO- 3 UO G3 B3 UO G4 B3 UO G4 I Gl B2 UO G2 62 UO- � 2 4000K Lumens 7183 3 28 084 � 35 55 ." B4 UO G4 P I _ Lumens per Watt 126 I 132 132 132........,,.I1 ....1.32,..... I .-..,.,.,. '31.... .... ........131 ---------134 _____ 134 Nominal data for 70 CRf."'For additional performance data,please reference the Galleon Supplements!Performance Guide. ,I »,u», COOPER ;b<,��,, N ,�,qo Lighting Solutior»i. - - Performance Table,Drive Current"D"(1200mA) Nominal Power(Watts) .! 65 I ...,,,125„ 184,.,..,, 245 1 309,., 368 433......... ...4913 552 ...,.. Input Current @ 120V 0.546 1 041 1 535 2.082 j 2 576 3.070 3.619 _4 114 4.605 ��put Current @ 206V 0 316 0;610- --I 0.H931 219 „1 504, 1.786 2.113 2,397 2.679 Input Current @ 240V 0.276 I 0,523 0 758 1 046 1,282 1.516 I 1.806 2.041 2 274 L. p �.� _ . - - .... � ....�. 1 807 { 1 987 .,. ...... ..... �................ .......... ..... .. 1 085....,... 1.593.,. ... ...... .....,....,. Input Current @ 34N 0.187 0 370 0.543 0 740 0 915 1 O85 1 285 1 459 1 1 628 ------------ Input Current 27N 0 241 460 0 920 1 Input Current @ 4B0V 1 0.138 0,269 } 0.391 l 0.537 0.663 0762 0.932 J 1.057 1,173 e. OK Lumens 7,872 15645 23,225 30,777 36962 46135 M 54189 r 62824 70,530 T2 BUG R. ...... f ........ .....,..I. .p ... __ .__... .__. I_ ....................... ...... __ C�® _ ............. ......... B.... Rating B1 UO G2 62 UO-G3 B3 U O� 126 126 125 125 127 128 G4 63 UO G4 B3 UO GS 3 Ud GS 64 UO GS B0.UO GS 64 UO GS 4000K Lumens Watt...... ........ i 7977 .,,, ...15854.,,,..........� 23535 ... ... .311B8 ..�,,,,,,,,,,,39,482 .. ... .46751............ 54913 ....._63663 71,472 Lumens P T2R I BUG Rating B1 UO G2 B2 UD G2 B3 UO G3 B3 UO G4 _ B3 UO:G4 B3 Ud G4 B4 UO G5 I, B4-U0,G5 l- B4-UO GS 27 127 _______. Lumen Lumens 7762 _._.15427 _..... 22901 � 30348......... 36,41$ 1 ,,45491^ ,m+ 13433 I 19 129 .. ......... aa. 4600K P I 1 61 947 - 69 546 T3 BUG Rating B2-UO-G2 B3-U0-G3 B3-UO-G3 63-UO-G4 84-U0-G4 I B4-UO-GS B4-UO-GS u s per Watt 123 127 128 127 12B 1 .... ,,.� ,..... ..� ......c....._ ......._. ....__. 5 B4-UO-GS B4 UO GS .... Lumens per Watt - 119 ...... 123 .... 124 I 124 ... ........... T... 124..,--- . 124 ,.. 123 ...- I. 126 1 126 645 55. . 3 -15926 P3632 3137 6925 400DKLumens 8,01 0 , - ... ---- T3R BUG Rating B7 UOG B2 UO G3 B3 UD G4 B3 UD G4 B UO GS B3 UG5 B4UO- 64UO GS . Lumens per Waft 123 127 I 128 126 12B 128 127 130 130 ..._-..... ...........................__............................... ..______ ........ ........ ......... ........... _,_._ ... _.._.._.. .. 4000K Lumens 7810 15522 23043 30535 38655 .......,,,,,45772 5376, 1 62,330 r 69,976 3 T4FT BUG Rating B1 Uo-G2 B2 UO G3 I 33 UO G4 33 UO G4 I B3 UO GS .B4-U0-G5 B4 U0-G5 1I B4-U0 GS B4 UO G5 ». ........ ......, ____ _-... .._._ ...._. ................ Lamers per Watt 120 124 j 125 125 125 124 124 126 127 ,. ... _I ..R. ,. Rating B2 UO G2 63 UO G3 B3 UO-G 30 625 38 769 45907 53-921 I 62 613 1 70,182 4000 Lumens 7833 1556H 2311 1 4,U0 GS B4 U0 G5 B4 UO GS B4 UO G5 T4W BUG.. .... ... ......... _4 3 UO G5 d 64 UD GS .® ..m.......................... ....,....__ .......... Lume s per Watt 121 125 126 125 125 125„___,-----_ 125 in. 127 127 -._ _... . . — Rating 4 64-UG5 B4-UOGS B4 UDSL2 B ... um ns per Watt.. ...., .12.0..... 124 ..... 125.,. 125 125.. 1 .. 124 �. 124 126 �..._ 127 4000K Lumens 7756 ( 15419 I 22869 30,332 38,398 45,468 53406 61916 69511 1 I -- .L 82 G3 B3 l-G4 B3Ud G4 iC BU S B4 UD-G5 64 UO GSL3 01 U602 e�umnaperWatt 13 2� S '{ ... . 124 124 124 123 126 126 4000K Lumens 761 15228 I 22,605 29,955----JJ 37,921 111 ... ., ... .........fi. ......... ......{ ........__, __-_-_-.. ..._ -a 44 903 52 742 ...61 146 6B 646 SL4 BUG R g { UO d 3 UD G5 B4 UOGS I Lumens per Watt ,. Bt 1 BG3 r 82122 3 .....,�.. B2123G4 I......63 0 GS .- ....83123C5...... ...��122G„ B3122GS ....124 124., . 4000K Lumens 8,169 16235 24,101 ,( _____31,938 40431 -47874 56232 65193 I 73190 d SNQ BUG Rating B3 U0 G1 I B3 UO G2 I B4 UD G2 I BS Ud G2 _� BS UO-G3 B5 UD G3 BS UO G4 B5 UO G4 BS UO G4 I ........ I. ......... .I .�.,...... ....,,,.L........ ......... .. L...... ........,, ...-.-._56512 ......--65517 . 133.,, ..................4000K Lumens--.- 8,210 16 316...._-__-- ___24,221 ,...._.--,.,-32,097 40,632 48113, ,,,,,,,,..56,........... 17 ...-.-, 73,554.. Lumensper Watt 126 130 131 130 131 130 130 132 L........ 1.. .............. L_-....... ( I __ l.. 3 f B5 UO G3 B5 U0-G4 B5 UD G4 BS UO-G5 B5 UO G5 BS UO GS .. .s per Watt.... I ...G2 64 UO G2 ... BS_ G - __ I. .............. ........... _..,, ... 126 _.... ...- .......... L.. 131 133 I 133 BUG 131 132 131 131 131 JJJ SMQ 4000K Lumens B3 UO .- ................... a. -....., Lumens I Lumens 81,92 �., 16,282 -� 24,170 -- -- 32,029 40546 I 48011.__ 56393., „65374 73,399 G4 BS UD GS BS-UO-G5 B�UD G BS UO G5 SWQ 4�umensRating per Watt ... �.�_, -.I 631 126 130 �____64 30G2 I B51U3 G3 � 65 U31G4 65131... �........130 ....�.. ......... ....... I. ..., _ 1 I I f 4000K Lumens .._. .... 674 6 26,379 33394 39542 46445 �6 f 133 133 ... 7 I 13410 I 1490 � � � 3846 .1 60451 .,sting B1 UO G2 .....87 UO-G.D ,_ B2 UO-G B3. ...........I ......33-1,1-�_ SLU BUG R r 4 I .63-UO-G4 63-UO-GS 63 UO-GS 03 UO GS B3 UO GS 64-U0 GS SLR Lumens per Watt-- .... 104 107 108 108 108 1 107 I 107 I 109 110 4000K Lumens B 07„ 16050 64 U0 G2 �, B3 UO�G3- - B3 UO G3 BS UD G4 BS UO-G4 „65 UO G4 BS UO G 2 I 64450 �... 72356 ........ ..... __ - 1 970 RW BUG Rating B3 UO G1 B4 UO G2 12B 5 > . .... �,........... 47 329 55 59,,,., ,m ! .... -- Lumens er Walt 124 128 129 129 129 129 131 i 131 f p ...... ,,.. ....... .... .. -------- a... ........ 1 ...... B3-U0-G3 B3 UO GO .J 83-UO-G 63 079 7d,$17 j 4000K Lumens 7904 15709 r1 _ 7 —{ I I 23320 1 30,902 39,120 46,323 54410 r 1 AFL BUGRating -... 61,UO,G1 I B2 UO G2 B3 UO G2 f 03 UI1 G 3 _. - 4 ., 64 UO G4 -...64 U0-G4 Lumens per Watt 122 I 126 I 127 126 I 127 f 126 126 128 126 I Nominal data for 70 CRI.. For additional performance data,please reference the Galleon Supplemental Performance Guide, ,......... ,-....,........ ...... .... ,.,..... . .. ...,� COOPER m"u Lighting Solutions - -T I � y� IIIN Sul . Control Options 0...10V(DIM) This fixture is offered standard with 0-10V dimming driver(s).,The DIM option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol(BPC,PR and PR7) Optional button-type photocontrol(BPC)and photocontrol receptacles(PR and PR7)provide a Flexible solution to enable"dusk-to-dawn"lighting by sensing light levels.Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PR7 receptacle,. After Hours Dim(AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night.The dimming profile will automatically take effect after a"dusk-to-dawn"period has been calculated from the photocontrol input..Specify the desired dimming profile for a simple,factory-shipped dimming solution requiring no external control wiring.Reference the After Hours Dim supplemental guide for additional information,. Dimming Occupancy Sensor(SPB) These passive infrared(PIR)sensors are factory installed in the luminaire housing..When the SPB sensor option is selected,the occupancy sensor is connected to a dimming driver and the entire luminaire dims when no motion is detected,After a period of time,the luminaire turns off,and when motion is detected,the luminaire returns to full light output.The SPB sensor default parameters are listed in the table below,and can be configured utilizing the Sensor Configuration mobile application for OS and Android devices..The SPB/X is configured to control only the specified number of light squares.An integral photocontrol can be activated with the app for"dusk-to-dawn"control or daylight harvesting-the factory default is off.Three sensor lenses are available to optimize the coverage pattern for mounting heights from W-40',Four sensor colors are available;Bronze,Black,Gray and White,and are automatically selected based on the luminaire finish as indicated by the table below, Luminaire Finish SPB Sensor Finish ( Fixture Square Count I Available SPB IX Square Count ... -.... . 1 ..... -, --------------------------- .. . 1 11 11 WH White White Not Available ____ . BK ... Black Black L. 2., Not Available GM Grap hite Metallic Black f 3 J Not Available f BZ Bronze Bronze 4 2 Gray ..,,,,, Gray .. �,..,,,....._ ,. .5... ......� ... 2or3 ,... I ......... DP Dark Platinum Gray j 6 3 --..... �,3,4 or 5 ---...... 8 f 2,3,5or6 1 9 3or6 ........................... .-...- ............ WaveLinx Wireless Control and Monitoring System Operates on a wireless mesh network based on IEEE B02 15A standards enabling wireless control of outdoor lighting,WaveLinx and WaveLinx Lite sensors utilize the Zhaga Book 18 compliant 4-PIN receptacle(ZD or ZW),while the WOLC control module utilizes a 7-PIN receptacle.ZW option provides 4-PIN receptacle and control module to enable future installation of WaveLinx sensors.. ZD option provides 4-PIN receptacle and sensor-ready(SR)driver to enable future installation of WaveLinx sensors,power monitoring,and advanced functionality.WaveLinx(SWPD4 to SWPD5) outdoor wireless sensors offer passive infrared(PIR)occupancy and photocell for closed loop daylight harvesting,and can be factory or field-installed,Sensors are factory preset to dim down to 50%after 15 minutes of no motion detected,Two lens options are available for mounting heights of 7'to 40'.Use the WaveLinx mobile application for set-up and configuration.At least one Wireless Area Controller(WAC)is required for full functionality and remote communication(including adjustment of any factory pre-sets),WaveLinx Lite(WOF and WOB)outdoor wireless sensors provide PIR occupancy and photocell for closed loop daylight harvesting,and can be factory or field-installed.Sensors are factory preset to dim down to 50%after 15 minutes of no motion detect- ed,Two lens options are available for mounting heights of 7'to 40'..Use the WaveLinx Lite mobile application for set-up and configuration.WAC not required..WaveLinx Outdoor Control Module (WOLC-7P-10A)accessory provides a photocontrol enabling astronomic or time-based schedules to provide ON,OFF and dimming control of fixtures utilizing a 7-PIN receptacle.The out-of-box functionality is ON at dusk and OFF at dawn, For mounting heights up to 15'(SWPD4 and WOB) For mounting heights up to 40'(SWPD5 and WOF) 01 20' 50, 10 � q 4,wio ;40 ft 0 ��i ,. .. 2� �oaf 1 00 10' i "'wn 15 _,.. r ai„ �r� ,1 - 15' 10" 1 27 " 25 l� V 40 ,� y,� 50, , 20'18 15'12`9' 6' 3' 0'3' 6' 9' 12'15'18'20' 20' 10' 0' 10' 20' 20' 40' 30' 20' 10' 0' 10' 20' 30' 40' 50' 50' 25' 0' 25' 50' LumenSafe Integrated Network Security Camera(LD) Cooper Lighting Solutions brings ease of camera deployment to a whole new level,No additional wiring is needed beyond providing line power to the luminaire.A variety of networking options allows security integrators to design the optimal solution for active surveillance.As the ideal solution to meet the needs for active surveillance,the LumenSafe integrated network camera is a streamlined,outdoor-ready fixed dome that provides HDTV 1080p video.This IP camera is optimally designed for deployment in the video management system or security software platform of choice. Synapse(DIM10) SimplySNAP integrated wireless controls system by Synapse.Includes factory installed DIM10 Synapse control module and MS/DC motion sensor;requires additional Synapse system components for operation,Contact Synapse at www,synapsewireless.com for product support,warranty and terms and conditions, C-11pro I Nhdihq,!�tiIXhifiWH Iins k)7M JYY IvNI"hq rry J�ii,dY:ICi,",{ COOPER �;, ,� q pl ,C Ail it ri�r��r�„r,. �r,� I�; Gtl��ll I� r,���u<<iii 7kf7�.r9r rr9rlQ n� X s dsG LightingSolwaCkomvs. ��r ,� i-pll..gr,nro Ch„Ug„wil,n r.,.... .i OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex )w �� �� P.O. Box 1179 54375 State Route 25 , Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 29, 2022 Doug Cabral 80 Orville Drive Bohemia, NY 11716 Re: NOFO Center. 10200 Main Road, Mattituck SCTM# 1000-143-3-1 Dear Mr. Cabral:: The Planning Board has reviewed your request to proceed with the interior alteration of Units #1 and #2 in the NOFO Center building referenced above. The Board has agreed to allow the interior alterations to proceed while the site is under review because the building exists and the footprint will not be changed as a result. Please contact the Planning Department with any questions. Sincerely, �C')aQ Donald J. Wilcenski Chairman cc: Michael J. Verity, Chief Building Inspector Nancy Dwyer, Building Permits Examiner Michaelis,Jessica From: Lanza, Heather Sent: Thursday, March 24, 2022 4:45 PM To: Michaelis, Jessica; Palmeri, Allison RECEIVED Cc: Cummings, Brian A. I Subject: FW: Nofo 1 &2 � � To °� � I[� 02 4JtK62 wn Planning Board Incoming mail NOFO Center - � From: Doug Cabral [mailto:dcabral@exlrg.com] Sent:Thursday, March 24,2022 4:15 PM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: Nofo 1 &2 Hi Heather, Hoping all is well. I'm hoping we can obtain support for unit 1&2 to allow the tenant to begin their buildout. We have submitted all required plans to the town. As you know we are upgrading the septic system to comply and have submitted everything to the board of health. As we wait for there approvals time is really affecting our business regarding our tenant. He is asking to cancel his lease and obtain a refund as it's been 9 months since he signed a lease at the center. We are not asking for him to be able to operate until we have everything required completed. I just need him to be able to start his buildout so he does not cancel his lease and we lose a tenant. Please let me know if we can have support here. Thank you, Doug Cabral EXCELSIOR REALTY t,631-734-0390 A Locations: 7 631-767-1069 4 80 Orville Dr Bohemia, NY 11716 r..-_�ldcabral@exlrg.com 500 7th Ave 8th FI New York, NY 10018 1awww.exlrg.com OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex Sr P.O. Box 1179 54375 State Route 25 �� Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) " Telephone: 631 765-1938 Southold, NY www.s outhol dt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 18, 2022 Mr. Anthony Portillo AMP Architecture 1075 Franklinville Road Laurel, NY 11948 Re: Proposed Site Plan for NOFO Center 10200 Main Road, Mattituck SCTM#1000-143.-3-1 Dear Mr. Portillo: I am writing as a follow-up to the Work Session held on February 28, 2022 where the Planning Board reviewed the above-referenced Site Plan Application and required the following: 1. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide a print of the approved Site Plan including the seal, stamp and signature of the SCDHS. 2. Please provide the items listed below on a minimum of five (5) revised site plans. Plans should include the seal, stamp and signature of the professional preparing the plan. a. Town Engineer comments pursuant to Chapter 236: 1. The Site Plan Notes state that areas of the existing parking lot will be disturbed during installation of a new septic system. Show the location of the proposed septic system on the plan, including setbacks from existing and proposed drainage structures. 2. Show the extent of the proposed asphalt disturbance on the plans. WJF Farms Page 2 March 18, 2022 3. Provide drainage calculations for the parking lot impacted by the installation of the new septic system. Ensure that runoff from all asphalt surfaces flows to the drainage system and that the drainage system has the capacity to store the runoff from a 2" rainfall event. 4. Provide details for the Test Hole shown on the drawing. 5. Provide a detail showing how the disturbed asphalt pavement will be restored. 6. The final plans must show details for all new drainage structures and drainage piping. 7. The final plans must show the location of and details for all relevant erosion and sediment controls including, but not limited to, the construction entrance, drainage inlet protection, concrete washout area and soil stockpile aireas. b. Provide a full scale photometric plan pursuant to Chapter 172 and the following: i. Foot candle values shall not exceed 5.Ofc on site. There are multiple spots where this foot candle value is exceeded. ii. Foot candle values shall not exceed 0.05fc along the Marlene Lane property line. There are multiple spots where this foot candle value is exceeded. iii. Foot candle values shall not exceed 0.1fc along the west property line. There are multiple spots where this foot candle value is exceeded. iv. Color temperature shall not exceed 3000K (2700K LED) for any fixture. All fixtures cannot be confirmed as :53000K or 2700K for LED. v. Total Lumens = 0.73 x (commercial) 25,000 = 18,250 permitted Proposed total = 42,294. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Respectfully, Brian A. Cummings . Planner OFFICE LOCATION: %72zzz"Z� MAILING ADDRESS: Town Hall Annex q so P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov UIll I PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 18, 2022 Doug Cabral 80 Orville Drive Bohemia, NY 11716 Re; NOFO Retail Center. 10200 Main Road, Mattituck SCTM# 1000-143-3-1 Dear Mr. Cabral: The Planning Board has reviewed your request to proceed with the interior alteration of Unit#3 in the NOFO Center building referenced above. The Board has agreed to allow the interior alterations to proceed while the site is under review because the building exists and will not be changed as a result, and there is ample parking for that business. Please contact the Planning Department with any questions. Sincerely, Donald J. Wilcenski Chairman cc: Michael J. Verity, Chief Building Inspector Nancy Dwyer, Building Permits Examiner AMP" Architecture Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build RECE1.�. _:......... ....- ... ED .............._� MR 0 9 2023 Southold BuildingDepartment poliuici Cown.. .. . RE: NOFO Center Planning Beam 10200 Main Road, Mattituck Unit 1-2 & 3 To whom it may concern, Enclosed please find a set of plans for Unit 3 and the photometric plans. Please contact our office if you have any questions, Thank you. Page 1 of 1 ..m__ ... ....---_...... ..... ..... --...... _.....� .. - Luminaire{Schedule A 72� J J Aatts .� Lum 7:umens S mbol p Q� L SL4 H55 J 33 rp 345 �I ITITIT,,, 1� b 1 Y ._ C.abc i,, .;HSS) ,..0 L9uu downligh�t on,,. .. °u .A .L .... ...... Y b.o ...a o b.0 0 a a,o 0 0 .0 r� ,0 a o o.a a a a.a o.o o.a 0.a b-o 'b.o b.J 0.0 b 0 b.J J.J b a b a b a 0,0 b.J J.0 7, ....0.0 �.„� 0.0 0,0 b.o b.0 0.0 o,a b,a b,0 b.o 0.0 b.,a b,a 'b.o b.J b.a 0.0 ..i b.o "b..o b.o b.o b.,r I ,,,, n b 0 a 0f µ 1 b..J t.l 9-0 ].J i. ��., .� 7 l u,0 N d. a J o..o a o 0.1.. .,, at t 3'.G 3 rnm.l _ ,._ r Avg N 4 4 r M ,0/ 4"V..x .. ..., i ILal Pts v t ar_ [in vc�/Ma.n 1 ..a Ma.n Lil -El b..,o 0 o du `• °y°"' a c�..,"a.r 1.; � 'y d �1„¢ e o,i o.,, a.a� a... 'E. 5 o b 'S.o i.:1 S rx) 1r4r. ."'� .. ,........- .3.,.3� ....._.,.,.�...4�1 ..,..._ �_� N.,A N A., Grade 7 2�3 N Pl ' ° lMT46 a 14a"F _q rylmarV -..�. ..,...., be o o 0.0 moI l X s i L Orient Tilt � . 'a h _G.1,A SL9 DHSS) _ 5 „ y 1[ 9 t 0 b.0 a o n ,t l.s o,a r.� +. o.o 0,0 o.J 27dw w r.x 12 80 0152 245.75 71A1 SSLL4q, (�HH5SS5)1 8L74Lu 8..5.!b. 42©B4 U36 0 0.0 b o .J.o 3 J 99 539 0 . v- - 1 5_JrP� 3 d 9 3Uo.J ��. .. E 11 ? .I 1'� y .urt1! k5t .. ...123 50 147."=j 5.._ la� ,.00,.,,,.,., .�0... a,a b.0 ] o 1. 0,.1 0 1 b µ 3.1� 1 rt I° �P'G.. 0.0 a,a 1B6 10 0 ... 8 .. . r s� 170.5 - ..mm ._. /J1 15 owpau Mt141, i o o 0.0 0.0 a.J l`J� 0,a o 1 i 7•.l 0' 0; o.a O.a 0.0 r h ,>r` 1 5 t.rrJ thlx. 14Z 1 t 10 0 0 o,0 0.0 a,o in1r� o.o o.z w 6 Gr t 0. 0.0 �a. o.a aptr 4 4i '._14"7 1S 181 2S 10 U G r r 4, t«g 11 gg 153.5 164.25 10 U� 8 19 rp rai& l 155 75 _ 186 25 10 U U 9.f Jr 5 '0.i b d a i^s„ a b.o 0.o b.0 m.. ..,...�. " .50 a. ____.-_.__- a.h i 9.ro !) 22 .. _ .d 5wvuut E"I tut 1%9 --- 2L3 ..__... o 0�.o J..J a +..� .M.,, ✓� i p J.J 0.J i..0 G,1 .�. I ..._. 10 0 I r �, 1p i 2 1rv�R .,..,..,. .1 3 5 2U9 lJ 8,,... .o b.J 9„J �. � o.>. s�t o,� � ry i� 8 e Mp11 1 1 50 T195 25 .. 2.4 m Inwn1 3(ur.; ..174,,.5 .... .222.0 ...1.�.. 9� a,,;k it b _! B D 1.I °� 1 �.?� b,0 O,J 0,] ••. _..` a:nmmmimrww. 1,.0 b a 5.0 0 0 a.a 0,/ r r 0„a 'h..0 a.a i a i'Er.o o.o b.o o o ?t 0.0 ,,,.o b.o b..a b.a 'o 5.0 0.0 u�,0 0.0 "0.0 �, I i,J.o 'o.o b,o 'b.a 1 mva,. r -� "r.:r b.e b.a 1 d� l ti� ��m x.0 0..a 5.0 0.0 �..: m ° r q,;t b.o b.J �.�....�.pH p�$RE w�' .�,„ , b.0 a,.a 'h.o b.0 % Y dv. n ..:y °v r d a P., I,u��}I'u., b.,o 5..0 d:.�IIU,fi�l�" , �'Uq� 1 C u2 o 'b.o a.0 0 o b,a "� v���s �s.a � s 6.1 { u u.�. y.w ,�s, � W'•,'o.x 0.0 "o.o .,... :rod kovin 0"� b 0 b.0 a,o� t r. a it "k w aP¢i i.: : i€ 1 e b..-r 'W+ �'b..vi 0.0 b..0 �� Parking �:���.�nin�n9 Board � a- q 0,0 b.a 0.0t �,r.ry� �I „¢ `k_1 1.9 i.�' i. 1 4 b.s ,i.r ..u �l o b.a '0.0 b 0 0 0 b o 0,0 a "v.e r �^ „wri°": , 6i,a t ��i �i.4 b.o b.a ... "0 o b o o ortyb,o b.a b.a b a r b.o 'o.a "b.o b.a 6.1 b..o a '...s � �„ b..J O.J b.J b.0 0-0 �O.J 0.0 Jr " COOPER h p 0 0 o J a.:a b.o b,o b,o b,o b.o 'b.o w•"r UghtingSolutionsIEa . �o o b.o b.,a b,o o o b,o '"'° 10200 MandRd,Mattituck m...,,w,,o .�s,.,..-. „�. Mile Bieamc +a n o .�.._ Enterprise Lighting Sales 11 0 �Ui"qIN � wt pr'J ..... _ ----- ...... .......... .. ... - ................................................. ............................. ---------------------- ............................................. .......................................................... ...................... ...................................... ................................... Mi�ln'a"Tr_e S"ah-e-d-u 1e-Label------- - ------------------ --------------------------------------------I "l, E]76�LLF p2l�H�p,t,12�.................. .............-11................11-111__,__, omens SL9_HSS 33 3 SlA-SL4 IffffF...........7T.951 GAL�- ---------................. ... .............----7 5 ................. c�5 UUU ........................ 0 0,0 '0 D 0.0 0.0 b 'o.o 0,0 'o,a *0,o a,0 b.o 'a.o -o-oa o 'o,o b,o b.o 'o o o 'o,3 a b,o 'o a 'o,o o 'a o b a '0,a b,0 0 'a,0 b,o b.0 b.o 'o a 'o.o b.o b.,o b.a b,o 'o a b.o b.o b.0 b.o 'a a b'a 'b,o '0 a b .........----------- ----------------- ........ - -------... ............... ................................. -- --------- - I Min a;� n _M_ ............. 0, 1, N. rki I K. rth Pa o 'a a "So-uth Ya7king 6 N A, b 0..1 �A ......................... ---------------- I L 0_0 'D 0 '41'' �2 3.0 21.) N.A. '0,;1 ................... ................... �IT,;7i' a"'on Sum ma r b ............. '1 4' b., _2 t y GlA-SL4 (HSS) b,o 3 12 ,78.46S _110 ...... ............ b-4 Ji"`� '0 0 b.0 0 12 2W 2 t qja:� �Ls___ GlA-SL4 (HSS) 152 D�b� 111-1,-112.. -------------------.5 .036 0 b o b,oE 3 '0.3 3 v �_,l b,0 ,84 .............. A-SL4 �KSS_) 213.'in 149.534 0 .. TT5 I........................... 4;wnlight 1 0 .... ....... j 'D I 1� 'i b 2 1� z �,,!4 j b 3 D 10 downlivht i2 5 0 0 downh�hi: 14 147.75 b, o ),o 'Ji i 'g 2' c --------- ------ .................. a�1_qt 13 139 147.75 � 10 0 �b 42�� 1 q- 1 M 11-1- clownilqht--- 10 Chi U 0 ................... 15 downlicTlat 7 '14 i 47f 0.5 0 ........... ............. U a 0 0.0 ............147.75___ d nligh� 53.5 164.S__Y6 Ci ................ b, 2 15 5"�5 ls 6 0 9- downl� _5 TO 2 S 10 10 0.0 0.0 0 0 ............�downli 't LEI so 195.25 I ah-.. 1111, 2 downilght ��4 "Td_ _0 .......... 22 Y '0 3 b --------------- ...... downl .......... 10............. 0 ...= --d-ownli H6 22-5 000. b 10,0 0.0 4 0 0 o 0 0.0 '0.0 '0 D 0.0 1, b.o b.o b,o b-o 'r, 5,0 'O'D 0.0 0 A *0.0 b 'V o b,o 0'0 0A 0 a a 0 b b o 'a 0 _j io*, 0,0 b 0 b o b,o b.o b,a b.o I 0 lull b.o "o.o 'D D *0.0 0,0 7 'o.o b.o b.o NortlT Parking 3 *0 0 0.0 0.0 0,0 0 a 0,0 J1. 1 19 1.9 1,1 1 0 0 0 0 o 7 b,o b.o b.o o a 'o a b 0 '0.0 b.o Afco 0 '0. b *0 A 0'a 0_0 ',,o b,o b.0 b o 0 a 9 b,0 b.o 6 a '9.0 b,0 b , 'o.o 'o a b.a b,a 'a.o 'o o o b,a b.0 b.,) n. T" P_J OF) COOPER b.o -0 '0.0 *0 0 'G.0 0 0 0 0 0 a Lighting Solutions b '0.0 '0.0 b,. V=20fL qyy MAR 6316W2023 e Bic.ni. o,o 1 0.0 Q.0 Mile Bicanic E rpnse t 2201123ri.AGI nterprise Lighting.Sales E111111111111111 ao .............. ------------- . ....... T I ------------- ---------- r - - ---------- ------------ ............. ---------------- Luminaire Schedule 4 -aA SL9 IH ..� „�.,...... ...�...... ..., ..��.. 139�6....umens S mbol pt Lownl S51 3-999 LALMrS711A "12! 3 SL9 HSS jam i7atts Lum �, bel 1 16 f d fight 0 900 i downli2ht 7 mom. . 0,0 •0.0 a a 0,a 0A 0,.0 0 0 J 0 0, �.0 0.0 b.0 b.0 0 0 a,a 0 0 b,0 J,a '0 0 o, b.o - •ti..w. ), b•o b.a b,o 'a a b.o b,o o,o b.,0 b.a �1" 0.0 9.3 b.0 o,o b.o b,a b.o 'a.o b.o b.o b•o b,o -m 'a,a b.o 'o,o o,o b.o b.a a, b.0 b.0 0.0 b.o i,.a o 0 _ ulation Su-ar • �. a ,.,.�, •^;.,.__-_--�. � �a., .0 r,r. °o.o a o Y Avg _ filar Min 3/Min f Marc/Min r a Label ........ ..... �v .. (J A. LV�H"b.0 0 0 a vk ;. r p >>� a 0.,u Ik o ._�.......... .. .�..A-. Pts @ Grade g 8 4 r ✓ r North Par Klnq 0 87 3 M t1 4 t N ,.,.....�., .. ... ..py .. pL S.0 z a ,,�M .i�� °21& ,0 o,r r'� 0,' b..o b.0 b 0 7.South Parking ........ . ...... 1 J 76..... 9 1..__ f 0 J.... ..J' M.A _ _� _�.,A. b.0 ��' ..., t 1 4 .... tw Yr n� (l.o O.ao,o L.. �....�_ .SUSN6ar� _ LMina_ire Location _ .. enc 1--- '„�14, �.z..s'... �.e rI�.R i u.s 0_a ,V ....a �•„ r.�l a,a .... b,o b..o b,.o ....G1H SL4 lHSstl ..110 5 'S) SO _ 93 ..12 NId a96S7 6 G1A 5L4 HS .., ......{� 112 90 1 _.. .., r." it + .y .. a ';�- `d.9 a..: .!r.0 b.o b•a .7,,. C,lA SL9 (HS,5J 84.5,. .....„,' j,)9 ?" ,lt .... 284• o b o 2 G1A-SL4 •iH551__. °2 4b YS... fi 12...,„,,,....... 2"70 H a 036 0 A..o b o r / 0 9 fl 9 4rtletd1,1a: 51 1 9 15 } is Nb r 1 Y4J S 4i. 9 - 4 i s G1A SL4 HS 75 1J 9 10 0 U a o 0 0 0 0 � �,. 0 1 o.i� b.a k,;ro z. .3 z_: 4tPo ��1(b.9 o.a 0.0 S 92 � � 11 9 bf 11��p. 1885 14 5 --. 14 18 �0 U m I. a o_o 0.0 0.1 0.1 r r 3,1 13� d.;�'wrv3 P„�tl ... 1 j9 5U 1g �o f 10� 4 d I 0 Y .� yb.l.., o.0 19 do ,f r 0,a .. i.rrr t S } lU 0 0{ . ," .3=0 0.0 0.0 i'w,.. b.o ��� � wnl ^�i �141 m 1S6 1i1 0 0 • `' b,o m..+ b.o r s Y„r ,�.awd.&1bt: .. .191 ... 11(1 6... ..,.... 1U . H 1 / Yg & wipll e 14� 181 25 1H 0 U Pv.o `b.o ,.o 'm a ,.-0 i G /'�,-7 °i,H. "p 9 1.1 ,.,2.0 a o o ,,,,...w b'D J d rr 3,lrg 147 75 161 25 10 6 0 .', 'V 1 9 "h� 3 1 ' v,*,y b.�.0 b,0 b.J if Z� 184.25 ., 9 ��,A a�k s 155 72 lb6 LS t 10 o 0 a,a o,a o�o c o i� a�ll N&a; ..___._ S 2U9 .... lU ......�....� _o 'b_o b,o �d t r.W ,� aPi I k 6ir 1 1 SO 195 25 1C1 0 ¢0 •�, w, b.o b,.o i.,o 24 II,. a.l b^IBx'.,r, _174_5 2 5_.,,,. to J........, _i o. .._..... ...4.„_..,.. wa�...... 173 222 174 21 1J J / I J.a r 1 i Vk ,a. _�Y 9rrvara,l S, NeY ¢ Y Q 4 A b 1 3 P ( _ iG w r� Po a': s "u Po ry a o.a o,o �.... ...m--- .�m .......... b,o 'b.o 'b, 0 0 0•0 0.0 b,a 'b.0 b,0 5.o b..a b.W r„ 0.0 .,t 0.0 0.0 'b,o b o .o .0m b,o o,o 0.0 b.0 m. b,.a b.0 b•o 0 0 0 10.0 +,w b,o b,o ....I o.0 0.o e..z b of 5 a W 1 7 3 p...;r l.5 "I,s tl,. a.,.v.. b.0 b.o e b,o 'a.o 'o "h ,«.�,0 1.2 "L•rs e b•t North, u arking b,0 b.o b�,o 0 o .d 1.,t 1.9 1..9 •l.E 1 9 b�9 0 A J 3 w S.J 0.0 b.0 w rl �y+. . rr ;� b.o b.o o 0 o b.o �o i Po p Po .I �+ 0 0.0 b M r b.o b.,o w o �''I., la z, �.s � � 0i 41 b.o b..o a.o *0a �,.a b.0 b.o �( '0 ;.,'y a i,a 0 0 3'1 „�.....+-�--�_�*�'u,=r Po t �•' 0.0 J.] 0 0� YL0 „r i".; bJ a.0 . 0 bJ I ^ , 0. rf o.e o.,.0 0,o a<o 'v,0 b.o "�^^ II C OOPER �V/ 3 0 o ,y..n o.0 a,o r, b.0 b..a 'b.o .... .,�.°' n Solutionslhtuck 1 -20 R,a b,n 0.0 ..... �.. 03103/2023 0,0 a.t -,...,.,o 0 o..a g Sales � 22011 23r1.AGl ( e e 1 .._..... o.a .. . .,I ...... ......-_ _...... ........... ........X ..... ,................ ..N,,,.._.. ....__ .I ...., .......i. �.----------- .......... ..................--............. ..... .. _.._.. --------- _. ..... .....,,,. ................. .. .. ........... .. ..... .....w...n. Lumin hedule " abel LL1 f Description ((Lum i7atts„ Lum Lumens - airz 5 ownli 4ht, S51 J 9JJ } ALN SAlA 77l V SL4 HSS FT 3466 4 1 L y d.. Q .... I Y S �.., J 900 ��tiownlight � 9 aS b.0 0.0 0.0 a.o o.a o.o o.o oa -0-0 0 0 o.aw...� o.o o,a a au. o b.0 b a b.o b.e b.o 0 b.o b. , "a.a '0.3 b.i'� €, o b o b.o b_o b.0 b,.o b.o b.0 b.0 '0,0 b.0 'b.o o_o 0 b,r �u.o I I b, �a1 PGrade _ .. J LH 4�1 �-3��. ar dt Y1` l .a ore tV is � .. ..,,m.. .1 ,..._.... - N A A ., ,.. w • .�,.` ..6�,....,o((i 0 i a b., �a a, 'o.o b.a ,a m Yo_. 0 7 1 u 6 J �, N A... 1 ......e...."....,.... .,..�.,,,..._�.m.m.,..�.,.._.. .... ..........6.. 1 .....m.,. ....___ N A I 0.87 N A 1,..,. 0 di b o r In d iii; p 'h.o S..o a.a 6 ^ro...JJJggg f 1 Jst ,Y '{e,✓.._ _:,o b o .ia� w � �.i `rm^ar u ti "fr.I. 1' °r.-..... ,,� .�. a ri b.o b„o b.o 1J�a oGlsA 9L4 �HSS�)r 150 5��195 �� �.....� �o9 96S ...1..1. ... .... ' . a �7.,.,. ..,.G 1'P.-5L9 IHSS1 '.N114?S sJq.lS 12 t 9C-- T ., '>,o b,0 a a 3 3 0 3 k.d a a a ) ✓a 9.. GIA SL4 MSS) ... -t... lG e4 U36 ..... ti` '''�, .a.� o.o 0..0 3�. 5) 129 IS N 213 7S lG y 141 S34 � 13rHOdS Y Y ➢ � � 19 r 5 L �J J m ..L. / b,.o 0,.0 0,0 downll ht ...,m 92,5 147 �5 10 0 a,o o,o "0.0 �. o.>. o.>. u.. o.� i M z R n a- 147 10 o b.a a,a 1 n.>..,. a 1 �..';. «. b'ir��� Y d��anir�kt+ 103 SU 14 .75 10.......... ..........0. �_ � . qa ,( _" w„' .� yir.tir.a :a,a 19 H..µd7it 1 il'il 141 .,., .156 '�1U 4D. .. 5 - 1� "+ ]�A I".Ya, 'En a ^„ ,1�,... b.o b.o o.o r r ,.16 dlown'lownll h� .. 141.__... .. 1105 lU D pD' __ +.0 5 0 0.0 �� 'r.8 �' ro s ,. 4 'b -lw� Y,It l $llY .. ll4l 75 •• -161 25 10 0... V m, 0 u ra.o 0 o a J o.a o r i ,,.. t, .,..;w��.N b.0 , 1,t"3 .-�t,1Y8ar 5�1169 �5 �., f " i6 ^� 0.a k,. 10 a 0.0 J.J 11r a,I 1 i�.�.1 „. ,wfil,�l I .P,i "r r i a i"'s„' r I ,ry b.o b.a b,0 GU 1-,.-a�,aL,u �, - - 1 / 5 GD4 10 u U 23 7 Y,ivml Ih"P i,l l3 22 .. �174 � 21 1J ... 1 ._ _ .. t b downhght 1'74„5 �R9„0 b.a b.a a a 4,1 0.0 b,a b,o 'F.a .. b.o o.o "-.a 'b.o b.o b.o p „w' n.o 'b.o *0 0 b.0 4'..r d 'b.0 010 o 0 ��r.r b,o b.o ,o b_o b,o b,a 'y,a f 1 a�. -.t_ o a fi.d 'b,0 b.o b,o b,0 .• b,0 h.a a aI ,ri F b.a b.o b.o .0 F d 1 ,' o „;.o :'� �.rd7�.o b"o b.o i a,u 3v � b,e"i " 4 b o b.o b.o i,r` ,u .„i "i,.o 1.2 'd it . 0 8 b.a )r �'rb„0 b,0 b,o ortk^t� b5rking "1=..0 b.0 'b.0 o o bra i q`n.>. 'ia i.s i.e i.a b.s o 4 0,3 11 b.o b,0 b.o ., b10 'o.a b,o b,a �0.,,1 1 .0 b.o .• b.o b.a b o b,o at o,o b,o b,a b a .dF 'b.o b.o �": b, a a rF0 9" 9.. Ikl b.oj a.o b.o b.o b.a b..o b.o b_0 13,0 COOPER 0 0 .y�..r b,o 'a o b.0 b o b.o b o ,,,w` Li hti ng Solutions . w ""' 10200 Main Rd,Mattituek 1'=20 R ie 0 I'& Q o.o b.o 'a a a,o 0.0 0..0 „�.. 03/03/2023 4 e.o b„o b.o b>a b.o ,---^"""" Mile Bicanic r Enterprise Lighting Sales 2201123r7.AGl b. .. _____ --- �..... -,....... IT A..�,�,7. .".,.T.....,....i,,..-.,,__( ...... .u.�, .....�..1...... .i..,,- i ..7......,. ,i .y... ........,..7 L ,.......b ............................-................,...., Southold Town Planning oard Work essic�n - February 28, 2022 — Page 2 Prolect Name: Kala iros Standard Subdivision SCTM#: f 1000-95mm4-16.1 Location: 18365 CR 48, Cutchogue . ...... Description: This standard subdivision proposes to subdivide a 4.28 acre parcel into two lots where Lot 1 equals 2 acres and Lot 2 equals 2 acres in the Agricultural Conservation zoning district. Status: Pending. Action: _ i let Review for Completeness m ' � p teness Attachments. Staff Report Project Name: Tenedios Barn 8� Greenhouse Amended #3 � SCTM#:� 1000 19 1-1.4 Location: .. 28410 Route 25, Orient Description: oThis amended ne story site plan is for the relocation of a proposed 8,664 sq. ft, building to house livestock and store feed, supplies and farm equipment; which was granted conditional approval from the Planning Board in 2019 and not constructed. The plan includes a 60' x 24' (1,440 sq. ft.) greenhouse and other existing accessory agricultural buildings on a 34,5 acre farm, of which 29.5 acres have development �I rights held by Southold Town and 5 acres have development rights intact p (the greenhouse is located in the 5-acre area and the barn is located in the 29.5-acre area),,,in the R-200 Zoning District. Status. Approved - Review Request i Action: q est for CO�O for the greenhouse Attachments: Staff Report Project Name: NOFO Center Amended SCTM#: 1000-143-3-1 Location: 75 Marlene Lane, Mattituck Description: This site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District. Status: Pending m Action: Referral Review Attachments: Staff Report Project Name: WJF Farms Agricultural Storage SCTM#: 1000-83-2-12.7 Building Location: 12595 Oregon Road, Cutchogue Description.- ; This site plan is for the proposed construction of a 60' x 100' (6,000 sq, ft.) agricultural pole barn, including employee bathrooms, an office and storage with a 19-space parking lot, and a 60' x 40' (2400 sq. ft.) agricultural storage shed. Status: Pending Action: Referral Review Attachments-. Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date February 28, 2022 Prepared By: Brian Cummings I. Application Information Project Title: NOFO Center (aka Celic Center) Applicant: AMP Architecture (Christopher Pia, Owner) Date of Submission: November 9, 2020 Tax Map Number: 143.-3-1 Project Location: 10200 Main Road Hamlet: Mattituck Zoning District: General Business (B) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.7 acres Building Size 4,866 sq. ft. (no change) This site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District, Mattituck. 1. Existing: Five Unit multi-use building with no previous approved site plan. This application is to bring the site up to date and reflect uses on site with updated parking schematic and lighting. 2. Proposed: convert interior of building to provide for: a. Units #1 and #2 to be combined (1,327 sf total, 7 service chairs) for Nail Salon/Beauty Parlor b. Unit #3A— 734sf of office c. Unit #3B — 370sf retail d. Unit #4 — 849sf retail (n/o/f In the Attic Too) e. Unit #5 — 719sf Retail (n/o/f Basso) III: Analysis 1. State Environmental Quality Review Act (SEQRA) Type II Action 617.5(c)(2) 1 ". . . replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site, including upgrading buildings to meet building or fire codes" 2. Parking: Office — 1,625 / 100 = 16 required Retail — 1,959 / 200gfa = 9.7 / 10 required Personal Service Salon — 2.5 per chair, 7 x 2.5 = 17.5 required (10 provided) Total required: 43.5 or 44 Total provided: 36 (n/c from existing) Staff: notations are provided that states the following: parking is being made less non-compliant than previous office use space (48 stalls required), more so through taxi service/rideshare to be provided for employees of beauty parlor (7.5 stalls) A. Public Hearing: held and closed; comments have been received regarding concern for excessive exterior lighting; B. Referrals: Mattituck FD, Town Engineer, Building Department, LWRP, Fire Marshall, Code Enforcement, Town Board; Suffolk County Department of Health Services (SCDHS) New I/A OWTS proposed; approval is required to be obtained. Provide at least one copy of the SCHDS approved plan and permit details to this Department Office of the Town Engineer Reviewed Page G-001.00 of the NOFO Center Planning Site Plan prepared by Anthony Portillo, R.A., dated November 4, 2021. Please have the applicant submit revised plans that address the following: 1. The Site Plan Notes state that areas of the existing parking lot will be disturbed during installation of a new septic system. Show the location of the proposed septic system on the plan, including setbacks from existing and proposed drainage structures. 2. Show the extent of the proposed asphalt disturbance on the plans. r� 3. Provide drainage calculations for the parking lot impacted by the installation of the new septic system. Ensure that runoff from all asphalt surfaces flows to the drainage system and that the drainage system has the capacity to store the runoff from a 2" rainfall event. 4. Provide details for the Test Hole shown on the drawing. 5. Provide a detail showing how the disturbed asphalt pavement will be restored. 6. The final plans must show details for all new drainage structures and drainage piping. 7. The final plans must show the location of and details for all relevant erosion and sediment controls including, but not limited to, the construction entrance, drainage inlet protection, concrete washout area and soil stockpile areas. Fire Marshall No comments or concerns regarding the proposed project; Mattituck Fire District No comments or concerns regarding the proposed project, there is adequate fire access to the subject site, Local Waterfront Revitalization Program (LWRP) The proposed action is CONSISTENT with the LWRP Suffolk County Planning Commission (SCPC) — exempt C. Staff Analysis: a. Exterior lighting information an 11" x 17" photometric plan has been provided for review which is illegible in areas. The following specifications should be provided pursuant to Chapter 172; i. Foot candle values shall not exceed 5.Ofc on site; Staff: there are multiple spots where this foot candle value is exceeded. ii. Foot candle values shall not exceed 0.05fc along the Marlene Lane property line; Staff: there are multiple spots where this foot candle value is exceeded. iii. Foot candle values shall not exceed 0.1fc along the west property line; Staff: there are multiple spots where this foot candle value is exceeded. iv. Color temperature shall not exceed 3000K (2700K LED) for any fixture. Staff: all fixtures cannot be confirmed as :53000K or 2700K for LED v. Total Lumens = 0.73 x (commercial) 25,000 = 18,250 permitted Proposed total = 42,294 IV: Items to Consider 1. Require approval be obtained from SCDHS and provide a copy of the plan and permit details to this department; 2. Provide all required items on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. a. Provide all requirements as specified by the Town Engineer: b. Provide a Code compliant photometric plan for any proposed exterior light fixtures on site: i. Total lumens on site ii. Foot candle values shall not exceed 0.05fc along the Marlene Lane property line; iii. Foot candle values shall not exceed 0.1fc along the west property line; iv. Foot candle values shall not exceed 5.Ofc on site, v. Confirm that fixtures are s 3000 Kelvin (2700K for LED); 4 vi. The applicant is encouraged to utilize lighting only as necessary on site, and using motion sensors instead of leaving lights on all night. Note: a draft electronic site plan (PDF) including the items listed above is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. 2. Once the requirements listed above have been submitted on a revised site plan and the Town Engineer has verified the plan is consistent with Chapter 236, all site plan requirements have been met and this application can be scheduled for a determination at the next available Planning Board Public Meeting. 5 MATTITUCK FIRE DISTRICT PO BOX 666, PIKE STREET ATTITUCK, NEW YORK 11952-0666 Commissioners James D.Roache,Chairman Jessica Harris,District Manager/Secretary Erica Frank,Treasurer Jason P.Haas,Vice Chairman David F. Haas Steven Libretto Edward Hanus Jr. w February 16, 2022 Brian Cummings FlVai riisig Board Southold Planning Board PO Box 1179 Southold,NY 11971 Re: Proposed Amended Site Plan for NOFO Center Dear Mr. Cummings: The Board has no objection to the proposed amended site plan for the NOFO Center at 75 Marlene Lane, Mattituck. Please also be advised that John Harrison is no longer employed at the Mattituck Fire District. Kindly update your records accordingly. Thank you. Jessica/}FA.r rlv k Jessica Harris Fire District Manager/Secretary Office (631) 298-8837 Facsimile (631) 298-8841 From: Cummings, Brian A. Sent: Monday, January 31, 2022 9:33 AM To: Michaelis,Jessica Subject: FW: Proposed Amended Site Plan for NOFO Center SCTM#1000-143-3-1 From Sent.Tuesday James January 18 2022 12:06 PM _ t r YV h �T� C^ Y, rY To: Cummings, Brian A. E Subject: Proposed Amended Site Plan for NOFO Center SCTM#1000-143-3-1 RE: Proposed Amended Site Plan for NOFO Center 2022 75 Marlene Lane, Mattituck ..,:'0 U (oVV�u SCTM#1000-143-3-1 rlau..uu.ning Bo::u,.(l I have no objections/comments for the above application. Thank you, James Easton Fire Marshal, Town of Southold (W) 631-765-1802 . . zt PIi1B/ELECiEDAND CONFIDENTIAL COMMUNICATION This electronic mail transinission is intended only.for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected byprivilege. Ifyou are not the intended recipient,yea are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited If you have received this transinissron in error,please notify the sender itninediately by e-mail and delete the original message. 1 SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR ' TOWN ENGINEER � h TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax (631) 765—9015 r ,,,, ""'��°i i; �M�K.�N t" d, �"���I dI r..a..Y! "��xi.5;,u,,dq.l�'I�Y➢�a.� i� 4 ralp OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings January 21, 2022 Planner Southold Town Planning Department 54375 Main Road , I " Southold, New York 11971 Re: Proposed Amended Site Plan for NOFO Center SCTM #: 1000 — 143. — 03 — 1 Dear Mr. Cummings: As per a request from your office, I have reviewed Page G-001.00 of the NOFO Center Planning Site Plan prepared by Anthony Portillo, R.A., dated November 4, 2021. Please have the applicant submit revised plans that address the following: 1. The Site Plan Notes state that areas of the existing parking lot will be disturbed during installation of a new septic system. Show the location of the proposed septic system on the plan, including setbacks from existing and proposed drainage structures. 2. Show the extent of the proposed asphalt disturbance on the plans. 3. Provide drainage calculations for the parking lot impacted by the installation of the new septic system. Ensure that runoff from all asphalt surfaces flows to the drainage system and that the drainage system has the capacity to store the runoff from a 2" rainfall event. 4. Provide details for the Test Hole shown on the drawing. 5. Provide a detail showing how the disturbed asphalt pavement will be restored. 6. The final plans must show details for all new drainage structures and drainage piping. 7. The final plans must show the location of and details for all relevant erosion and sediment controls including, but not limited to, the construction entrance, drainage inlet protection, concrete washout area and soil stockpile areas. If you have any questions regarding this review, please contact my office. sincerely, *kltu'14,11 Michael M. Collins, P.E. Town Engineer From: Baylinson, Lester ; f Sent: Thursday,January 13, 2022 9:29 AMA � � ---- Cummings, Cc: Mi haelis Jessica; �� a, Mirabelli, Melissa �n A. �� , n Subject: Memorandum NOFO Center Sctm#143.-3-1 lA 1` 13 2�, � d I Hi Brian,there are no open violations on this parcel. Ok to proceed. LB. 1 Stlbfpltssfoll Fflilhout a Cover Lcifel Scader: 3 2022 Subject' SCTMff-. 1000 - Date: 11131a--)- Comments: Gf-e-en Coro(- �ryl Cnaill(IcJ3 r° a r� .tns�r Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 c� Brooklyn Office:204 25"'St,Suite 203,Brooklyn,NY 11232 LLC Brooklyn Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 NOFO Center Planning Hearing-Neighbor Mailings 75 Marlene Ln Mattituck NY SCTM: 1000-53-6-16 143-3-31 Collins Family Irrev.Trust 82 New Highway Commack, NY 11725 143-3-33.5 BKLT LLC 60 S Gillette Ave Bayport, NY 11705 143-3-33.4 UNEXCELLED LLC C/O Roy Schoenhaar 330 Eastwood Dr Cutchogue, NY 11935 143-2-30.2 SCP 2005-C21-051 LLC C/O CVS Corporation ATTN: Prop Tax Dept Store 3105 One CVS Dr Woonsocket, RI 02895 142-1-26 Mattituck Plaza LLC PO Box 77 Mattituck, NY 11952 142-1-27 GAMA Properties 200 Secatogue Ln West Islip NY 11795 i i y AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remains: in place for at least seven days prior to the date of the public hearing I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property ! which abuts and every property which is across on `7S c-,6+ * Lkl c _ � Your Name (print) Signat re Address i 1 i Date C p,,,0 .. Notar ublic "� � �� �,�� off. bMmobw S j,P � $ NO.01 PM41421 a� COR OF N � 111fiitlff1'ONO � PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 1/7/22 **************************************************************************************************** Re: NOFO Center Amended SCTM#: 1000-143-3-1 Date of Public Hearing: Monday, January 10 2022 6:02 p.m. I I ............................ -d Cl) 4. '0 a 0 1 =Nam 0 ��R - CD Cz C3 S-D 5 C DWAMM 0 C�D 72. 0 > =r W z (0 Ea. CD ru C) cL (D Er C:) CL UF 00 ru r — (0 CD L [ rN cn r ':--L ru -02 29 0 a — CD 0 0 9 3 0 CD Cn z- 1< C L ;z' In —ZD :0, " C3 CL r%3 M 01 0 :3 C3 W 0� cc) (1) (1) 2 Cirl 0 -0 U IL 0 00 -0 C3 CD -0 r3 ID W -L CD 0 R CD ED 0 0 0 r CD C1 z C3 N) CO C3 N) , @ , C3 Co 2) z C3 (o Roam !� cc,* o 0) �4 ac, Cri rLj i1s. SL a o Q, 0 W =r 0 5 0 Q) < =—r 6 Lju Co CD 00 (-b 0 CD Uj OD 6 LU ON F Ln F Ln C,, C, O CD C3 CD Cn 0 Ca CD Cn SD rLj 0 SD (D ru C3 C3 Ln M L-j ru E100 oup 000f>s 10013MOUP 0 0 0 CD CL 0) P P3 '0000 0ZC0 a W 0 A:�O) P P M CD g K g A N�c 0 (D 2 R'Noffm 0 &ROOF). -<CL C3, ID --gK9'. ID m T. CD C<D C C)0 W X RL Sn CD 7FM ;� CL M W W=;a C�o U �K CT SM CD Wm n CL S� 0 it �2 0 z r) Z3 M 0 =L 0 0 a FLmti 0 aZ Cx go CL I CL @ CP CL:3 :il Q iii CL _CD VD cr rt 0 1113 1:111 El 1:113 13[1 El(14D F.M N;R C (D 3 wpm �M=Co 0 * B 0 P T9 8 T-Z 8W H 650 M ID C, a '3 RE V,a 0 0 CL CL Emaw Ej[j n Ei El in 11 00 EK- ii CL '-' ❑ 0 z E E�n 99— �=h z > REP z-_-z > ED TO 0 Q 0 CD 0 CD 0 a) 0 CL CD ME 0 0 5'U 0 75� M M rt Q ..... ....- �INC, T tplete items 1,2,and I ;Itur name and address on the revers6t;, 0 Agent so t 13 Addressee f at we can return,the card to you. N Attach this card to the back of the rnaliplec Received by(Printed Name) C. Date o�—Deliv.ry- II - or on the front if space permits. —T—Arficle Addressed to: 7 D. Is delivery address different from item 1 0 Yes If YES,enter delivery address below: El No fVV Oo)5 ........... 3. Service Type ❑11 Pfwfty MaH ExpressO 111111 Jill 111111 1111111 I 111111111111111 11 Adult Signature 1:1 Registered tut dUm 0 Adult SignaWre Restricted Delivery 11 Bet W Certified MaJ1 Mvr,0 �;ed Mail ResWcted Ce 11 CertHled Mail Restricted Delivery ❑13 SIgnature Conflanatio,47m 9590 9402 6358 0296 0389 58 11 Cailbct Oq Defivcry El Signalurp Conffr=fti 2. Article Number(rransfer from service lab_el) 0 Cdlact on DeWery Restricted Delivery Rumiricted DeUvely W 7020 2450 0002 3357 2105 MMal;Restricted Delivery ............. .......11 00) PS Form 3811,July 2020 PSN 7530-02-000-9053 DomesticrRetUrn"Reircelpt fn Cn o CJi � zl � CO � � � c�i �v B O .� o � C rC o o n�i .*� � wNsm o z Cn — a ORo m d a m v, — Do fL r- O a m 7 C .+ W'r1J C to 3 �r N �p s N 0D 3 O C� Q N Cr cfl c m m 1 o p vi m � mi�w N3 m CD oo .G o 20 AF N C3CL CL L171 'z W J a15} O v Q N N Ul O t -� O O C ;"'q.;' Ii1114� ro Ln SY (D 7 p b Z� N 3 c7 00 J _ �Q ; N Q m vi O -- > a 0 N Q Q C3 O — N CD 0- N o . rn Nc W � No3 WCD UJ a, G Yti% 0 � � CD m N a NLLI R . 00w O v ICD F 4- v (D (� co (D N Q) ru (D coCYT � � CD C3 0 _ U o s 3 3 3 0.o.` m CD•I, a 2, :1 o o a ,.m,N o m m �"'" .. < BE9 MH-gym ln— Y �^ w.�.0 O m,us�" •C F.. 31 m m _'� „``"©• m o m m m ,,� N m rb n mom a mm CL a m�: mom �� sir m m .� 3. 4! 71 �' Q-Q ' '� m 0_ .y". O- o v a m CL �p • o. m m N m -.. ® a Z m a m m a m Qm m • CD Yo o • m Z rt (D O o-3 . O Z ln' o �'. y n= �-o �L � C7 m ro ro 7va�s-= * 3 m �mnqQ .am ❑ ❑ ❑❑ m o. m ....... Q va o 3 — c 002 ❑ ® „j,tm ❑❑ _ate O " m ;Fa=0 EE O � �.a CD m I ® a e Complete items 1,2,and 3. A. Signature Print your name and address on the reverse _ ❑Agent y l � �eF B. d by(P' ted Name) C. D of Dvere so that we can return the card to you. _ the back of the tro�llp y 10 ach p permits. t or on the lfro tf so ace p 1. Article Addressed to: ��� l,` D. IIs f YE3,enter delivery address item 1?" fl Ye �� a�0S— L ssbelow: ❑No to CVS pcy vn Ct1e- CV Df- 2 O�ggs W�soc� t I T II I I I I II I I I III I II II I 3 ServiceIII II I i ll I I II I I II Type ❑Priority Mall ® ❑Adult Signature ❑Registered MallTM ❑Adult Signature Restricted Delivery ❑Registered Mall Restrict ed D Certified Mail® Delivery 9590 9402 6358 0296 0389 27 ❑Cerlifi ld MWI Restricted Delivery ❑Signature ConfirmatlonTm ❑Collect on Dchvery ❑Signature Confirmation 2. Article Number(77anster from service Patel) ❑C011ect ca,C1nhvery Rearkted Delivery Restricted Delivery ,Mall 7020 2450 0002 3357 2099 Mail Restricted Delivery PS Form 38 l 1,July2020 PSN 7530-02-000-9053 Domestic Return Receipt OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex q so& P.O. Box 1179 54375 State Route 25 � " Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ° Telephone: 631 765-1938 Southold,NY www.southoldtownny.gov CZAIV PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permit Examiner From: Brian Cummings, Planner® Date: January 12, 2022 Re: Proposed Amended Site Plan for NOFO Center 75 Marlene Lane, Mattituck SCTM#1000-143-3-1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: 79 Town Hall Annex t Soy P.O.Box 11 Southold, NY 11971 54375 State Route 25 Southold, (cor.Main Rd. &Youngs Ave.) ' Telephone: 631 765-1938 Southold, NY www.southoldtowiuiy-gov COUNTi Y� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Code Enforcement Officer James Easton, Fire Marshal From: Brian Cummings, Planner Date: January 12, 2022� Re: Proposed Amended Site Plan for NOFO Center 75 Marlene Lane, Mattituck SCTM#1000-143-3-1 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-143-3-1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 �,�" Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov PO PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planner Date: January 12, 20220 Re: Proposed Amended Site Plan for NOFO Center Application Name: NOFO Center-Amended Tax Map Number: 1000-143- -1 Location: 75 Marlene Lane, M'attituck Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other Site Plan (Dated: 11/4/21) Revised Site Plan Grading and Drainage Plans Other (AS BUILT) Pro"ect Description: This site plan is for proposed interior alterations to an existing 4,866 sq. t. multi-use building, no footprint expansion, with thiw,l -six parking stalls on 0.7 acres in the General Business Zoning District. Thank you for your cooperation. OFFICE LOCATION: , MAILING ADDRESS: P.O. Box 11 Town Hall Annex e oy 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY www.southoldtownny.gov l PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM, To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: January 12, 2022& Re: Proposed Amended Site Plan for NOFO Center 75 Marlene Lane, Mattituck SCTM#1000-143-3-1 The planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty--six parking stalls on 0.7 acres in the General Business Zoning District. Thank you for your cooperation. OFFICE LOCATION: za-71�z--a� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 12, 2022 Mr. John Harrison c/o Mattituck Fire District P.O. Box 666 Mattituck, NY 11952 Re: Proposed Amended Site Plan for NOFO Center 75 Marlene Lane, Mattituck SCTM#1000-143-3-1 Dear Mr. Harrison: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, ernergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest; convenience. This site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, l Brian Cummings Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 zf 54375 State Route 25 " + Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) "` G Telephone: 631 765-1938 Southold,NY www.southoldtownny.gov cou01 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Denis Noncarrow, Town Clerk cc: Town Attorney From: Brian Cummings, Planne Date: January 12, 2022 Re: Proposed Amended Site Plan for NOFO Center 75 Marlene Lane, Mattituck SCTM#1000-143-3-1 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-143-3-1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex so P.O.Box 1179 54375 State Route 25 � ' " Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) '" Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov "Au PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Plannev Date: January 12, 2022 RE: Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project, Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information„ please feel free to contact this office. Southold Referral & SEQR Coordination Page 2 December 22, 2021 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Project Name: NOFO Center Amended Address: 75 Marlene tune, Mattituck Tax Map #: 1000-143-3-1 Requested Action: This site plan is for proposed interior alterations to an existing 4,866 s . ft. multi.-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District. SEQRA Classification: ( ) Type I (X) Type II ( ) Unlisted Contact Person: Brian Cummings (631)765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 OFFICE CI NMILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �� ` ,, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) " Telephone: 631 765-1938 Southold, NY www.southoldtowruiy.gov cou 51 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 11, 2022 Mr. Anthony Portillo, R.A. AMP Architecture 1075 Franklinville Road Laurel, NY 11948 Rem Public Hearing NOFO Center Amended 75 Marlene Lane, Mattituck SCTM#1000-143-3-1.. Dear Mr. Portillo: A Public Hearing was held by the Southold Town Planning Board on Monday, January 10, 2022 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Respectfully, r Donald J. Wilcenski Chairman - > > � i` I Submissiol1 j�%tliocct a.. Coy 6"f Letter Sender: Oe`�t'1�1� JXN� 0 42022 P�alrliIh,lg Br arcl Subject: (v(7�r�J Cecv'er (�'rre-f6e(:5- SCTM#: 1000 - U -k l.v Date: 1 14 l Q a Coiruuents: Lsr� c r� vmWrN5 odAceaSe-S I i i Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCFII'fECTURE Brooklyn Office:204 251'St,Suite 203,Brooklyn,NY 11232 C Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 NOFO Center Planning Hearing-Neighbor Mailings 75 Marlene Ln Mattituck NY SCTM: 1000-53-6-16 f/t `4 4 2022 .�143-3-31 k}f<�~tirr'u,irl I,�d.srr: Collins Family Irrev.Trust 82 New Highway Commack, NY 11725 r`143-3-33.5 BKLT LLC 60 S Gillette Ave Bayport, NY 11705 ✓143-3-33.4 UNEXCELLED LLC C/O Roy Schoenhaar 330 Eastwood Dr Cutchogue, NY 11935 /143-2-30.2 SCP 2005-C21-051 LLC C/O CVS Corporation ATTN: Prop Tax Dept Store 3105 One CVS Dr Woonsocket, RI 02895 142-1-26 Mattituck Plaza LLC PO Box 77 Mattituck, NY 11952 142-1-27 J GAMA Properties 200 Secatogue Ln West Islip NY 11795 i i 1, i Ln Er M Er rl C3 . ROMM : 'A AW ni ni ✓ 9t " P, L p", r J11,11""', u mCfffiffFdMIA��1eD , U—) Ouldried-7 5 094z, ld 5 094m ni ni .3 s=-F Postmak C3 Cp maw"H arxj�p�aIllic"frunI)r) r $ t t-l:tj IkIN Hloire 3 Heirct ED IS M C3 $--o' 41.1111 jI 0 Sigraftva 111subIcIed DWImmy$ M PuMago U') Ln 0. IS = il.-C — --- 1,2?1".,'?3/`H�2 1. ) 'J'., "ro al, F TotaIl Postage and Rup 12/13/ C'M 2/ ru rl 7 7 ni OV $ U Li Fam I ij v ni Cf M ) -C-21-cl,"--)I 86WL66�J F'r3i'Mo", 0 C3 'SiiI No pr 798OX 0' ................... shleo�ZIP 0 X lu ) L",T Cr =21 Ln C3uu E3 ni ni 1/'ll ✓ cl.111,11f, 9 4.E,'� m I INTO Fco 3 7504m 05 05 m M �5J7,1, Mr,41"O (chackbux944 kloalf ri"'jif%n c cl I —3p,,. twx,mid`qw u ru $ I j:]FlMunil B"CAlpt�lmdcopv) $ E]�ldlullj, �t&KAAWC) Postmark nj E Postmark C3 M I r mWOW 11)VAIv v Here M Ceiifflwd MaIll FlImIldoted Dellvery $ 3 [�]CwtffiedMWIH M Adull Sl9r?OtuVD R01PIT16d Slglnetlum H:equM ........ C3 e"JOH UgMtulle FlastyllOW Ddivery ......... E�)Adult SlIgnatuile neSWOWA I)ely(my$ .......... C3 ar.k�p 1 E3 Postage I Ln Ln J.2/23/2021. 12/23/2021 ni ni TaUl PmWga and 7711 7.33 S C3 IZ3 Sent Ta ni ni M011 ............. .. .... rillf? Ox 0. "WC pt I Orp .......... P4 ll� "Ft......... r%- ....... ........ 14 G �) (III- I .�x clNi)',- --vp44W C',) 6 K ni rq M.M- 11M Ln p", M�.Emil C3 C3 ru PI,M ru qy OT/M7 Lun) Ln 6,3�ul iwcB—T,4 nff,r—CW m $3.-,115 5 m m m rutar Y� POSAITIFUlk araWuuruu (dn"imnl1c) C3 Pls $...... ni Postmark c3 0 CalrHOW MaR MrAddodl[Wvory $---$4L-CL�- C3 "I r3 Callfled IMM Rratfleled Ngivaily S Wre C3 ftrImunD RequIlied C3 jj�]MUIR SignEdmia Rw4idied $ C]Ag�IA0t SOqnetius Il oublated DeOWUNY$........ jj".�Adult SlIgnahArf,FlwTjlcW DoOver',e$ C3 M pod age Ln $0 5i8 Ln 12/2Z.j/202l 2 21 �nd ..... ..... 'rotsill Postage airidleao—t-- rLi PaAaua an ni Q '151--0,-p....zu.....�..., , ------------ .. J SeW T —, pp. r --- nj . . M —q OFFICELINGADDRESS: Town Hall Annex �' s &�-, P.O. Box 1179 54375 State Route 25 �� + ~ Southold, NY 11971 a r, (cor. Main Rd. &Youngs Ave.) �.. r" Southold, NY � Telephone: 631 765-1938 w% w.southoldtow niy.gov is 00UN 1, PLANNING BOARD OFFICE TOWN OF SOUTOL December 7, 2021 Mr. Anthony Portillo, R.A. AMP Architecture 1075 Franklinville Road Laurel, NY 11948 Re: SEAR Classification & Set Hearing NOFO Center Amended 75 Marlene Lane, Mattituck SCTM#1000-143-3-1 Dear Mr. Portillo The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, December 6, 2021: WHEREAS, this site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District, Mattituck; and WHEREAS, the Southold Town Planning Board has determined the proposed action to be Type II as it falls within the following description pursuant to State Environmental Quality Review Act (SEQRA) 617.5(c)(2) ". . . replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site, including upgrading buildings to meet building or fire codes"; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type II Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, January 10, 2022 at 6:02 p.m. for a Public Hearing regarding the Site Plan entitled "NOFO Center Planning" prepared by Anthony Portillo, R.A., dated November 4, 2021. NOFO Center Amended Page 2 December 7, 2021 The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting/Mailing, included in the packet, alon with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, Janua 7 2022. The sign and the post need to be returned to the Planning Board Office after the public hearing is closed.. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encls, 1. PB Resolution settin the hearing—This is your copy of the Planning Board resolution that set the public hearing. 2. List of ascent property gwners to notify—This is the list of the adjacent property owners that you must mail the notice of hearing to. These notices must be mailed by certified mail, with return receipt. 3. Notice to adiaacent property owners and co es of the tax map pages — These are the documents that must be mailed to the adjacent property owners (certified w/ return receipt). Some applicants like to include a cover letter, but a cover letter is not a requirement. 4. Affidavit of Posting-This affidavit must be signed, notarized and returned to the planning department by January 7th with the certified mail receipts and any green cards that you have received. 5. Southold Town Code related to Public Hearings—This is just a copy of the Southold Town Code related to public hearings for your record. 6. Zoom Instructions —This is a copy of the zoom instruction for the public meeting for your record. One of these is included in the "notice to adjacent property owners". Feel free to call me with any questions. Jessica Michaelis, Planning Board Secretary 631-765-1938, jessicam@southoldtownny.gov OFFICE LOCATION: MAILING ADDRESS: ". P.O.Box 1179 Town Hall Annex sir w " 54375 State Route 25 �� " ,M Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY w Telephone: 631 765-1938 www.southoldtowiniy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 7, 2021 Mr. Anthony Portillo, R.A. AMP Architecture 1075 Franklinville Road Laurel, NY 11948 Re: SEQR Classification & Set Hearing NOFO Center Amended 75 Marlene Lane, Mattituck SCTM#1000-143-3-1 Dear Mr. Portillo The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, December 6, 2021: WHEREAS, this site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District, Mattituck; and WHEREAS, the Southold Town Planning Board has determined the proposed action to be Type II as it falls within the following description pursuant to State Environmental Quality Review Act (SEQRA) 617.5(c)(2) ". . . replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site, including upgrading buildings to meet building or fire codes"; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type II Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, January 10, 2022 at 6:02 p.m. for a Public Hearing regarding the Site Plan entitled "NOFO Center Planning" prepared by Anthony Portillo, R.A., dated November 4, 2021. NOFO Center Amended Paqe 2 December 2021 The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting/Mailing,,Posting/Mailing,, included in the packet, alop_q with the certified mailing receipts AND the signed green return receipt cards before 12.00 noon on Friday, January- 7 2022. The sign and the post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encls. Notice to Adjacent Property Owners NOFO Center Amended 75 Marlene Lane, Mattituck, NY SCTM#1000-143-3-1 1. 143-3-31 2. 143-3-33.5 3. 143-3-33.4 4. 143-2-30.2 5. 142-1-26 6. 142-1-27 Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-143-3-11 3. That the property which is the subject of this application is located in the B Zoning District; 4. This site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi- use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District. The property is located at 75 Marlene Lane. 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Former Capital One Bank) by appointment only. If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet- 1. Go to the Town of Southold website www.southol ,towrwriywg, y 2. Click on Town Records Weblink/Laserfiche icon located on the home page; 3. Click on "Planning Dept." folder, 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: Jes is a c,t southoldtowrrn y; 6. That a public hearing will be held on the matter by the Planning Board on Monda Januar 10 2022 at 6:02 Vim. virtually via the Zoom online platform; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. It is not necessary to attend this hearing to participate. Written comments received prior to the public hearing date are acceptable. Written comments may be submitted via letter or email to: J,essicaM(southoldtownny.goy Petitioner/Owner Name: NOFO Partners LLC Date: 12/14/21 FC " MAILING ADDRESS. OFFICE LOCATION: '+ `- P.O.Box 1179 Town Nall Annex Southold,NY 11971-0959 ti 54375 State Route 25 Telephone:631-765-1938 w , ww-w.soxitholdtownxiy.gov (cor.Main Rd.cob Youngs Ave.) �x Southold,NY pryq 'o d:t PLANNING BOARD OFFICE TOWN OF SOUTOLD __.m_�.._ ....m ... .P LAN N l_.... _ _................... ....m_____.___www.IT NG BOARD PUBLIC MEETING Monday, January 10, 2022 6.00 p.m. Options for public attendance: • n person: Location: Southold Town Hall, Main Road, Southold. or • To join via computer- https://us06web.zoom.us/j/85874232737?pwd=NS8vMWVhdWp 0T3FITXB6bjBWdU1 WQT09 Or Online at the website zoom.us, click "Join a Meeting" and enter the Meeting ID: 858 7423 2737 Password: 140818 Join by telephone: Call 1 (646)558-8656 Enter Meeting ID and password when prompted (same as above) o Nay � Fa S f i � I 'too Oil o � ; 'r n"� , 2 ry / f p .� - f®��^���� ={u f r�^ �n'kw��"y .�" r4'/ v,� � NI/ � r,. ✓��' r �^L,,,, d +�.,v� . r x�'n ✓ Ka3 u n � v ps x. h i ° m e Fin Y A � IM� yA )ks o- ^ as sw t ✓- I rt I di t � I r a,4 s I i f � f d r' 1 A fd ou h �f � r i } P -------- {2 ✓ r Cl i yes z x a � ✓ r a, m N w " .., i � I j AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon Fri. 1/7/22 :6^,a&r.d,.,al';A„�",pR.,Mu..yk",.k.�rr..�s�••Mc k:k.Ay4,.Ms�C^�r;A:"�pr Ar�e h k rt ic9rarh k k is icicie k kk t>'r k de�r:kdr�kic F aFic�k kie it 4c*irktr Fk k#k kdr it�r*iritk*Ye ieak dcok k9r�hir&*kk*klr*k Re: NOFO Center Amended SCTM#: 1000-1434-1 Date of Public Hearing: Monday, January 10, 2022, 6:02 p.m. Town of Southold PC/Codebook for PVindows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon detennining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 MAILING ADDRESS: OFFICE LOCATION: � '+ ' 'aa, P.C.Box 1179 "ems' Southold,NY 11971-0959 Town Hall Annex 54375 State Route 25 C4 Telephone:631-765-1938 www.southoldtownny.gov (cor.Main Rd.&Youngs Ave.) Southold,NY , PLANNING BOARD OFFICE TOWN OF SOUTHOLD PLANNING BOARD PUBLIC MEETING Monday, January 10, 2022 6:00 p.m. Options for public attendance: • In person: Location: Southold Town Hall, Main Road, Southold. or • To join via computer: https://us06web.zoom.us/j/85874232737?pwd=NS8vMWVhdWp 0T3FITXB6bjBWdU1 WQT09 Or Online at the website zoom-us, click "Join a Meeting" and enter the Meeting ID: 858 7423 2737 Password: 140818 Join by telephone: Call 1 (646)558-8656 Enter Meeting ID and password when prompted (same as above) f Southold Town_Elanning Boars] Work Session -- December 6 2021 — Page 2 01 Project Name: NOFO Center Amended SCTM#: 1000-143-3-1 Location: 75 Marlene Lane, Mattituck Description: This site plan is for an existing commercial building with new proposed uses. _ Status: New Application Action: Review for Completeness I Attachments: Staff Report _ Project Name: ' WJF Farms Agricultural Storage SCTM#: 1000-83-2-12.7 Building Location: 11259�5 Oregon Road, Cutchogue Description: This site plan is for the proposed construction of a 60' x 100' (6,000 sq, ft.) agricultural pole barn, including employee bathrooms, an office and storage with a 19-space parking lot, and a 60' x 40' (2400 sq. ft.) agricultural storage shed. Status: New Application Action Review for Completeness Attach . - ments: ' Staff Report Project name: New SuI'llffolk Waterfront Fund SCTM# 1000-117-8-18 . n Str� t. and First Street, New Suffolk Location: 650 First Street, on the corner of l�llai ffol i Description: This approved Site Plan is for the re-location, renovation and addition of 47 sq. ft. to the historic Galley Ho restaurant building, totaling 1,725 sq. ft., to include a 66-seat restaurant and 16-slip marina on 2.3 acres in the M-II Zoning District. Status: Approved Site Plan Action: Discuss Parking Attachments: None Project Name: 14695 Main Road (Dentist Office) Amended SCTM#: 1000-114-8-5 (Parking Lot Expansion) Location: 14695 NYS Route 25, Mattituck Description: Amend the approved site plan for an existing dentist office to expand the parking lot. Status: Pending Action: Referral Review Attachments: Staff Report Project Name: Water Dynamics Corp. Storage Building SCTM#: 1000-55-5-11 Location: 46950 CR 48, Southold Description: This site plan is for the proposed conversion an existing 1,303 sq. ft. building to a water testing and filtration business; including the construction of a 988 sq. ft. storage building on 0.28 acres in the General Business "B" Zoning District. Status: Pending Action: Referral Review Attachments Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date December 6, 2021 Prepared By: Brian Cummings I. Application Information Project Title: NOFO Center (aka Celic Center) Applicant: AMP Architecture (Christopher Pia, Owner) Date of Submission: November 9, 2020 Tax Map Number: 143.-3-1 Project Location: 10200 Main Road Hamlet: Mattituck Zoning District: General Business (B) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.7 acres Building Size 4,866 sq. ft. (no change) III: Analysis This site plan is for proposed interior alterations to an existing 4,866 sq. ft. multi-use building, no footprint expansion, with thirty-six parking stalls on 0.7 acres in the General Business Zoning District, Mattituck. 1. Existing: Five Unit multi-use building with no previous approved site plan. This application is to bring the site up to date and reflect uses on site with updated parking schematic and lighting. 2. Proposed: convert interior of building to provide for: a. Units #1 and #2 to be combined (1,327 sf total, 7 service chairs) for Nail Salon/Beauty Parlor b. Unit #3A — 734sf of office c. Unit #313 — 370sf retail d. Unit #4 — 849sf retail (n/o/f In the Attic Too) e. Unit #5 — 719sf Retail (n/o/f Basso) 3. State Environmental Quality Review Act (SEQRA) Type II Action 617.5(c)(2) I if replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site, including upgrading buildings to meet building or fire codes" 4. Parking: Office — 1,625 / 100 = 16 required Retail — 1,959 / 200gfa = 9.7 / 10 required Personal Service Salon — 2.5 per chair, 7 x 2.5 = 17.5 required (10 provided) Total required: 43.5 or 44 Total provided: 36 (n/c from existing) Staff: notations are provided that states the following: parking is being made less non-compliant than previous office use space (48 stalls required), more so through taxi service/rideshare to be provided for employees of beauty parlor (7.5 stalls) 5. Photometric Plan — has been provided for review IV: Planning Board Items to Consider 1. Accept the application as complete for review and begin the site plan process, including: a. Distribute referrals to at least the following agencies: Mattituck FD, LWRP, Town Board, Town Engineer, Fire Marshall, Code Enforcement, and Building Dept. b. Classify the action as Type II under SEQRA; c. Set a Public Hearing for January 10, 2022 at tonight's public meeting. Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: NOFO Center Completed by: Brian Cummings Date: December 6, 2021 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. (2) The site plan review fee, as specified in Subsection B $500 below. Editor's Note: See now § 280-138, Fee schedule for submitted, site plan applications. (3) A completed environmental assessment form. Short (4) Nine copies of the site plan. �l (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. �I (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 X Waive: use feet of the subject property, indicate the distance to the aerials, GIS and nearest intersection with a public street. site visit (g) A separate key map showing location and owners of all Waive: use adjoining lands within 500 feet, as shown on the latest X aerials, GIS and tax records, at a scale of one inch equals 100 feet. site visit (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas �I dedicated to public use within or adjoining the property. 1. Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed restrictions or covenants applying to the property. Q) Existing zoning, including zone lines and dimensions. X Use GIS (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as �l follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States X Waive. Use Geological Survey datum. ArcGIS to review contours (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, N/A escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, Waive: use including curbcuts, within 200 feet of the boundary of the X aerials, GIS and subject property. site visit Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property �l lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address �l systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. X (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity X and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: N/A = Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. Checklist for Site Plan Application Completeness Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 ��raa:vcca°u:vr Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 f Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 RECE November 23, 2021 „ r i �. Town of Southold Planning Board ii���d[J i')'NN I6Nunu1lir� M�o ��:;N P.O. Box 1179 _._ Southold NY 11971 RE: NOFO Center 75 Marlene Ln Laurel NY To Brian, Enclosed please find the notice of disapproval we received from the Building Department,which you can include in our application for the NOFO Center. Can you please review the denial letter and plans we submitted and consider letting our client do interior renovations while we wait to get approval from the board. Please contact our office if you have any questions. Thank you, Jess Magee AMP Architecture Administrative Coordinator "WE p,5 O'er 10 210Z ........... "I'll........ ....... dhtod 0'////�t "'C O'be ill�I. .. ........0/1 tid 1 ii,existill'. 4 f er; ............................ ................ RED Subt-nission Without a. Cover Letter- F— r— NOV IS 2021 lout o d Tovun Planning Board Sender: S ubj ect: SCTM#: 1000 -Date: 1 1 � w L vv�l Comments: C Subinissiorz Gifithout a Cove Letter � RECEIVEDL NOV 0 9 2(121 a Subiect: C �,.... ..........INmir� au „ Boarci N��"� Ceram '�me�c�e SC 1CMf#: 1000 - t Date: `\ I 0� `o10a Comments: copyel) L rz ffliihout a COP(-" S`ubr�zcsstoRECEIVE '_� 0 Cl 1 2021 lown NanningNBoa d..._...,, s " Date: i \ \ c5.r ll.Lr d.G"; Y-ta., ® t� W V r\ o \® GZ a - a A oi pJ From: Lanza, Heather Sent: Thursday,June 24, 2021 4:51 PM C To: Palmeri, Allison Subject: FW: 10200 Main Rd Mattituck, NY R EI E"DI J1..fN'l 2 8 2021 V awi°� @d (,")win. _ Planning Board (incoming mail) IJc Cemkr Arnona From: Doug Cabral [rtwllaw,a ,t «Yclr�ma�r] Sent:Thursday,June 24, 2021 4:47 PM To: Lanza, Heather<f°a ath r.G ar1 l wC yyn ctta l cal Mray. > Subject: 10200 Main Rd Mattituck, NY Dear Heather, I am requesting that the interior bathroom work be allowed to be done and Basso be allowed to open while the rest of the site is in site plan review. I appreciate the board's assistance with this matter and look forward to hearing from you. Thank you, Doug Cabral EXCEL'SI -)R REALTY 631-734-0390 631-767-1069 80 Orville Dr Bohemia, NY 11716 dcabral@exlrg.com 500 7th Ave 8th FI New York, NY 10018 www.exlrg.com Excelsior Realty/ Licensed Real Estate Broker. License# 10991234154 This e-mail, including any attachments, may contain information that is protected by law as privileged and confidential and is transmitted for the sole use of the intended recipient. If you are not the intended recipient, you are hereby notified that any use, dissemination, copying or retention of this e-mail or the information contained herein is strictly prohibited. If you have received this e-mail in error, please immediately notify Excelsior Realty by telephone or reply e-mail, and 1 SOUTOL ' PLANNINGBOARD: � ...._I SITE CLAN APPLICATION FORM V(J FO Irl Site Plan Name and Location ugunnucur Site Plan Name: NOFO CENER AS-BUILT Application Date 6 /24 _ 21 Suffolk County Tax Map#1000- 143 _ 3 _ 1 Other SCTM #s Street Address: 10200 MAIN RD Hamlet: MATTITUCK Distance to nearest intersection: .2 MILES Type of Site Plan: New X„Amended Residential Zoning District B Owners/Agent Contact :Information iatlint,address, and number.for the people below: �.� Please list name, t._�9m ...... ..� Property Owner Pia Christopher. Street 85 Perry St City New York State NY Zip 10014 Home Telephone Other Applicant wwwww AMP ARCHITECTURE Street 1075 FRANKLINVILLE RD LAUREL NY zip 11948 Home Telephone 516-214 0160 Other - Applicants Agent or Representative Contact Person(s)* AMP Architecture Street 1075 Franklinville Rd Laurel NY 11948 l��y....... State Zip.�._._._............... Office Tel phone 516-214-0160 Other .- . —. *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 211812010 Site Data Proposed construction type: New Modification of Existing Structure Agricultural X Change of use Property total acreage or square footage: .7 ACRES ac./sq. ft. g q g �.�ac./sq. ft. Site Plan build-out acreage or square footage: Is there an existingor proposed Sale of Development Rights on theproperty?p Yes No p p p g X If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y X N If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: 6 / 9 / 21 Is an application to the Southold Town Zoning Board of Appeals required? Yes No x If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. 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:_ BUSINESS OCCUPANCY List all proposed property usesBUSINESS OCCUPANY,MERCANTILE OCCUPANCY AND PERSONAL SERVICE SHOP Other accessory uses: Existing lot coverage: 15.5 % Proposed lot coverage: 15.5 Gross floor area of existing structure(s):............4,866 —sq. ft. Gross floor area of proposed structure(s): ,866 Parking Space Data: #of existing spaces: 36 #of proposed spaces: 36 Loading Berth: Yes No X Landscaping Details: Existing landscape coverage: N/A % Proposed landscape coverage: N/A% Wetlands: Is this property within 500' of a wetland area? Yes No X Maybe I, the undersigned, certify that all the above information is true Signature of Preparers m Date: 9/30/21, 2 Site Plan Application Form 11812010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Christ=her Pia being duly sworn, deposes and says that he resides at 85 Perry St New York, NY 10014 in the .......................................................................................................... State of New York, and that he is the owner of property located at 10200 Ma�n Rd Matfituck, NY 11952 —, SCTM# 473889-143-0003-001 _, or that he is the President Z MOI Member of the N_QEQ_2DX1ae1.5............. (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property,which is hereby making a Site Plan application; that there are not 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 Plans and will comply with same; that the plans submitted, as approved,will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed Owner Signed ................................... (Partner or Corporate Officer and Title) Sworn to me this Florida Orange ss. lct day of PATRICIA GLISS'ETTE Notary PAOTStNeof Florida Ic By Christopher Louis pia, President of NOFO Partners 0 .4, s. Commission#HH 70009 wh produced a NY dreiver's license as identification, Expires on December 7,2024 ........... 6 6 6 Notary Public Patricia Glissette Martinez HH 70009 12/07/2024 Notarized online using audio-video communication Southold ®n Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: C11ri topht,r PiA Last,First,middle initial unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the otherperson's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan V ................................Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No V If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); .........— B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this day of 20 07/01/2021 Signature_,, Print Name Christopher Pia Disclosure Form Applicant Authorization of an Agent I/We, Christopher Louis Pia , authorized applicant for a site plan application on the property identified as SCTM 41 989-1 0003-001 in Mattituck, NY, herby authorize AMP Architecture to act as our agent and handle all necessary work involved with the site plan application process for this property with the Southold Planning Board. Signature Florida Orange ss �t1��4w¢fPirFr,�� �apy PU rF PATRICIAM TGLISSETTE Sworn before me this�t day of Iuiy 2021, � Notary Publtc- ate of Florida By Christopher Louis Pia, President of NOFO Partners v 11 Commission#HH 70009 o produced a NY driver's license as indetification. " Expires on December 7,2024 �.a Patrici$, Ili.ssette Martinez Notary up Ic Notarized online using audio-video communication FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 17, 2021 TO: AMP Architecture (NOFO Partners LLQ 1075 Franklinville Road Laurel,NY 11948 Please take notice that your application dated August 18, 2021: For permit to: coaijbine units 1 & 2 and convert the existing ;space.:toma�nail salori in a cxistigg building at: Location of property: 75 Marlene Lane ZV1�attit�uek NY County Tax Map No. 1000— Section 143 Block 3w Lot 1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127 w the r000sed U.Se recluires site plan_gV rp ovaj from the Southold Town Planning Board. You may now apply to these agencies directly. &/ -- A U11101-i.� �" pjaure 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 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 9,2021 TO: NoFo Partners (Basso) 10200 Main Road Mattituck,NY 11944 Please take notice that your application dated May 8, 2021: For permit to: Constrg,ct hitei1ar afterations of a fortner hair saloii toprop sg(] rctz�j Location of property: 1020. '4Twin Road. Niattituck, NY County Tax Map No. 1000—Sec,'on 14' Block 3 Lot 1 11+3 Is returned herewith and disapproved on the following grounds: Pursuant to Afticle XXIII, Section ,280-127 the rp wires sc it---pLqposed use -qj: —� — -p[anX4 a i roval from the Southold Town Planniqg Board. _ You may now apply to these agencies directly. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board t�l E Number of pages -3 RECORDED 2012 Nov 13 11:34:52 AM JUDITH p. PASCALE This document Will be public CLERK OF record. Please remove all SUFFOLK COUNTY L D00012710 Social Security Numbers P 757 prior to recording, DT# 12-0752$ Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt, Handling 0 1. Basic Tax 2. Additional Tax TP-584 Sub Total .. Notation Spec./Assit. or EA-52 17(County)mmm Sub Total Spec Add. ..._ EA-5217(State) � TOT.MTG.TAX R.P.T.S.A. )k�r /» Dutil Town Dual County for p vent. Comm.of Ed. 5. 00 Transfer Ta Affidavit la'I'l tx Certified Copy � The property covered by this mortgage is or will be improved by it one or two NYS Surcharge •15. 00 rub totalfamily dwelling only. --.., Other YES or NO Grand.Total_ If N0;see appropriate tax clause on Page# of thirs•n ar41n1gTDt, 12026472 1000 14300 0300 001000 4 Dist. i . 006 :51 Community Preservation Fund �MI S� � Consideration Amount$ / T . Real PropertyR A , Tax Service Agency Verification CPF T D'ue r 6 StisfactaonsPDistatr i P'Release List Property Owners Mailtn Vacant U g s P g Address RECORD&RETURNVacant Lind WJ" 9"n S. Ctocc.Ns East• rOGCiMs Y R41[lmgp / TD TD _— mar Nr�7ucc, '/ TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title Com Jall I1aforniation 310 Center Drive, Riverhead, NY 11901 www.suffolkcountyny.gov/clerk Cn Name S Title# Via , 1y g Suffolk n & Endorsement t Page This page forms part of the attached + mom made by: (SPECIFY TYPE OF&1ti°5 C'"Rl wIENT) The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN ofP(a 4ka .. ... In the VILLAGE or HAMLET of BOXES 6 THRU S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RE RDING OR FILI NG. (over) IQ�In3of0 STEWARrMEMURANCECOMPANY 707 W terA AN a emuN aRla Nit µIP"M IOMWV ie1BBIPI99M 10Z 'AM IV404- ANV rat auuutvn►�s Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed,with Covenant against Grantor's Acts—Uniform r c�nov edrrzerrt Form 3290 CONSULT YOUR LAWYER BEFORE•SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the/S4day of October,2012 BETWEEN ROBERT A. CELIC, residing at 75 Marlene Lane, Mattituck, New York, New York, 11952, party of the first part, and NOFO PARTNERS, LLC, a New York limited liability company, having an address of 105-14 Metropolitan Avenue, Forest Hills, New York 11375, party of the second part, WITNESSETH,that the party of the first part, in consideration of Ten and 00/100—($10.)--Dollars,and other good and valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, All that certain plot, piece or parcel of land, situate, lying and being at Mattituck, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a monument at the intersection of the easterly side of Marlene Lane with the southeasterly line of the one foot strip of land reserved by the State of New York and delineated on a certain map entitled, "Map of No. 34, Parcel 38, Riverhead-Mattituck, Parts 1 and 3, Sh. No. 8181"; RUNNING THENCE along the southerly line of said strip the following two courses and distances: 1. North 53 degrees 28 minutes East 17.67 feet; 2. North 39 degrees 05 minutes 30 seconds East, 80.87 feet; THENCE North 50 degrees 54 minutes 30 seconds West 1 foot to the southerly side of Main Road (referred to as New Highway)as now opened; THENCE along the new line of the Main Road, North 39 degrees 05 minutes 30 seconds East 32.89 feet; THENCE South 24 degrees 02 minutes 40 seconds East and through a monument 287.22 feet to land now or formerly of Skuro; THENCE along said land now or formerly of Skuro, South 69 degrees 20 minutes 50 seconds West 131.75 feet to the easterly side of Marlene Lane; RUNNING THENCE along the easterly side of Marlene Lane, North 20 degrees 39 minutes 10 seconds West 223.76 feet to the point or place of BEGINNING. BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed dated July 29, 1983 and recorded on August 15, 1983 in the office of the Clerk of the County of Suffolk in Liber 9405 at Page 573. TOGETHER with all right,title and interest, if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly euted this deed the day and year first above written_ , IN PRESENCE *'m 61deedrcearc �-' .' d RO8 T A CELIC h BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE..IN New York STATE State of New York,County of SUFFd LrC SS: State of New York,County of ss: On the 1-5-4 day of October, in the year 2012. On the day of in the year before me,the undersigned,personally appeared before me,the undersigned,personally appeared ROBERT A.CELIC personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is satisfactory evidence to be the individual(s)whose name(s) is (are)subscribed to the within instrument and acknowledged to (are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the capacity(ies), and that by his/her/their signature(s) on the instrument,the individual(s),or the person upon behalf of which instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. the individual(s)acted,executed the instrument. (signature and office of individual taking acknowledgment) (signature and office of Individual taking acknowledgment) Notary Public Notary Public PATRICIA L.FAI.LOtW Notary Public.State Ot NOW YDrk No. OirA4950145 Ouahlled to Suffolk COun commission Expires April 74,JhJ5 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of County of —Ss, On the day of in the year 2012, before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s) on the instrument,the individual(s), or the person upon behalf of which the individual(s)acted, executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the Slate or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgement) Notary Public BARGAIN AND SALE DEED SECS IooO SECTION r 143 WITH COVENANT AGAINST GRANTOR'S ACTS BLOCK 03•C-0 Title No. LOT Oak 000 COUNTY OR°I"'O'uVhl SO(t'K- ROBERT A.CELIC TO NOFO PARTNERS,LLC Recorded at Request of COMMONWEALTH LAND TITLE INSURANCE COMPANY ff�rr'I"V f SY MAi1 TO:_ _.... STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS Distributed by I ) La M ^" - e" Commonwealth COMMON'WEALTR LAND TITLE INSURANCE COMPANY W U LL 0 0 _Z 0 0 U W K 0 W U) Z W P W U I Q a m m I w z W WLU tC 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�proosed action will be evaluated as to ..j! beneficial arid adverse efTects upg1t :ll a�astal area(which irrclUdes all ofwSouthold:Town 3, If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Tbus each answer must be explained in detail listing both sou p ortin and uon- supporting.facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shalt not b 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# 143 .. 3 _ 1 PROJECT NAME NOFO CENTER AS BUILT The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. WXW Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital �j construction, planning activity, agency regulation, land transaction) W (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: 0 Nature and extent of action: CHANGE OF USE OF 4 EXISITNG GENERAL BUSINESS TO 2 RETAIL SPACES AND 2 PERONAL SERVICE SHOPS (NAIL SALON).NEW UNISEX ADA COMPLIANT RESTROOM, UTILITY SINK AND DRINKING FOUNTAIN.CONSTRUCTION OF NEWLY CONVERTED RETAIL SPACES WITH FIRE RATED WALL.W W� Location of action: 10200 MAIN RD MATTITUCK Site acreage: •7 ACRES Present land use: Business Present zoning classification: B 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:. AMP ARCHITECTURE (b) Mailing address: RD LAUREL NY 11948 1075 FRANKLINVILLE (c) Telephone number: Area Code( )516-214-016 d Application number, if an N/A Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No❑ If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED CO S"T 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. X]Yes ❑ No ❑ Not Applicable THE ) SP11Na SF : llµ. lsIT"1 ...1 :;, p 0IlA ; -ADN MAKES EFFIC �.NICES GF INFRASTRUC;" Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria I No ❑ Not Applicable L.�J Yes E THERE ARE NO HISTORICAL OR ARCHELOLGICAL RESOURCES ON THIS PROPERTY Attach additional sheets if necessary_ ,_,_ _......m m .... — Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable THE PROPOSED CHANGE USE WILL ENHANCE VISUAL QUALITY. IT WILL NO AFFECT T .. HE SCENIC RESOURCES. Attach additional sheet s if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes 0 No 1XI Not Applicable Attach additional sheets if necessary .�. .... ...._. .... �� ��� � _ ....�Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria E Yes 1:1 No N livable THE PROPOSED WORK WI Too AFFECT THE WATER QUALITY. Attach additional sheets if necessa "-ry 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 THE PROPOSED WORK IS NOT NEAR WETLANDS OR WATERFRONT. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes R No L`'1 Not Applicable PROPOSED WORK WILL NOT AFFECT AIR QUALITY. .. � .. - � . .mm.�,, .�....,_,roe,.. ........ .... .. .. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. R Yes 1:1 o IN Not Applicable �. ... O BE DISPOSED OF PROPERLY .. .. IS CONTROLLED AND ALL CONSTRUCTION DEBIRS WILL _..._ m_ , ALL WASTE,_ PROPOSED NEW I/A SEPTIC SYSTEM TO HANDLE NEW WASTE LOAD. 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 E] No N Not Applicable THIS PROPERTY HAS NO PUBLIC ACCES TO WATER Attach additional sheet..s._necessary_ ...., .. ..m..._ . if WORKING ASTCO 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 E:1 Not Applicable PROPERTY IS NOT WATER FRONT AND WILL NOT AFFECT THE NATURAL,SHORFmUNE, Attach additional sheets if necessary ......n - 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 .� �.._........... ........... m ... Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No Not Applicable Attach additional sheets if..nee cessary 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 0 Not Applicable PREPARED B MP ARCHITECTURE,ANTHONY PORTILLO TITLE PRINCIPAL ARCHITECT DATE 9/30/21 Amended on 811105 617.20 Appendix B Short Environmental Assessment Form Instructions for Comilleting Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information _... _.._. __., Name of Action or Project: NOFO CENTER AS-BUILT .._..� .................. _ _.... Project Location(describe,and attach a location map): 10200 MAIN RD MATTITUCK NY 11952 Brief Description of Proposed p ' d Action: --CHANGE OF USE OF 4 EXISITNG GENERAL BUSINESS TO 2 RETAIL SPACES AND 2 PERONAL SERVICE SHOPS(NAIL SALON). -NEW UNISEX ADA COMPLIANT RESTROOM,UTILITY SINK AND DRINKING FOUNTAIN.- -CONSTRUCTION OF NEWLY CONVERTED RETAIL SPACES WITH FIRE RATED WALL. Name of Applicant or Sponsor. Telephone: 516-214-0160 AMP Architecture E-Mail: jmagee@amparchitect.com Address: 1075 Franklinville Road ....� ...,.. _ State: Zip p Code: Laurel N.Y. 11948 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding y _ g Agency? 0 YE mmm p p q p fundin from an other governmental A enc N If Yes,list agency(s)name and permit or approval: X Total acreage of the site of the proposed action? .7 acres b.Total acreage to be physically disturbed? O „acres c.Total acreage(project site and any contiguous properties)owned 7 or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑ Industrial K Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): .. ❑Parkland Page 1 of 4 5. Is the proposed....... . _ _ ...._...�. ........_._ ...... action, NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant .... N ' p character of the existing built or natural NO YES landscape? X ............ ... 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the pro proposed action result in a substantial increase in traffic above resent levels? NO Y p p p ES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X ._.. _._. ................._ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies:. X proposed n connect to an existing .. g . . 10. Will the ro osed actin ' water supply? NO YES If No,describe method for providing potable water: .... X 11.Will the proposed .... __........ p p action connect to existing wastewater utilities? NO YES X If No,describe method for providing wastewater treatment: m mm. mmm � 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? __.... X ......... 13. a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X fy Y q . ..... If Yes,identify the wetland or waterbod and extent of alterations m square feet or acres: ___ ................ ....... .......... m..� 14. Identify the typical habitat types that occur on,or are likely to be found on the project s j site. Check all that apply: ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban N Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year _..._..._ .. ' flood plain? NO YES X .......17.Will the proposed action create storm water discharge,either from point or non-point sources? N......... Y � O ES If Yes, X a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES .......... ..... Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ............ X .............. ........ ............. 19.Has the site of the action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ..... ................... X ... .......... .......... ............. 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? X If Yes,describe: ...............- ........ . ............. ................. I AFFIRM THAT THE]INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE ANTHONY PORTILLO 9/30/21 Applicant/sponsor name: Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 1 Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? ........... 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available • so or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? ............... 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 _.. .... _.m..._— ......... No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and an supporting._. doc ' y y y documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. 0 Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. e of Lead Agency D. .. ..—. Nam ate _....., . ....m. . m. ._n.._.,__..._ Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of ure o Responsible Officer in Lead Agency Signature Preparer(if different p . ..,_- from Responsible Officer) Page 4 of 4 \0 Villageen of M; Cassandra Mari Salon Adven! Lutheran Church Iasi End Paddle Sparts Cemer r _ ime OW Speedway ay r .�>Delivery Dime Community Bank Unity Baptist Church Q elo Pizzeria kiww OCO E Lewgj Ave Chase Bank 0_ e g \\ CVS Rmy's :_ \\\ Delm \\ Bay Aven _ \ \ F Pewnk Bay P .a`£ \\ \ WWI Ckoup I51TE LAYOUT NOTES: I. THI5 15 AN ARCHITECT'S SITE PLAN 4 IS 131.75' SUBJECT TO VERIFICATION BY A LICENSED Q _ _ PROPERTY LINE SURVEYOR. THE INFORMATION O _ REPRESENTED ON THIS 51TE PLAN 15 TO THE I w _ Sbq°20'S0"W ARCHITECT'S BEST OF KNOWLEDGE. I w p I 2. SURVEY INFORMATION WA5 OBTAINED I.r� \1 FROM A SURVEY DATED DEGEMBER 15, 2021 w CV N TES I O v AND PREPARED BY: T Q '~+ EXIST. HOLE m lY C O LAWN EL=2O 6' 5CALICE LAND SURVEYING Z O p N.Y. STATE LAND SURVEYOR N � � z LIC. #050736 O w G I I TELEPHONE: 631"157-2400 }- ` Lf) Z d- 31 30 2q I 28 26 -" IF O C 27 25 24 � � r- ' EXIST. 8'4$x12' I O O i SITE PLAN NOTES - ' D- v w N EL. 24.1 � � X � 32 I DEEP DRY?ELL I A 1 A o U OFF-STREET PARKING SPOT (TYPJ: C � CQ I / O EXISTING 1O'x2O' PARKING SPOT O m ++ N O _W : ���� ��� � Q � d. � O EXIST. 8 0x12 � -- / `�: EXIST. � 'LOST LIGHT (NEW): _ (� DEEP DRYWELL I ASPHALT O MC6RAW-EDISON - GALN-SAIA-772-U-5L4-H55-5466 POST w B PARKING TOP MOUNT FIXTURE INSTALLED As PER MANU. SPEG.S. - COMB I NATI ON OF (2) EX I ST1 NO O ENERAL BUSINESSES UNITS. O-O0 ® PROJECT LOCATION & SCOPE MOUNTING HEIGHT: - 12'-0" POST - ADD 1 TION OF NEW UNISEX SEX AD�4-GOMi=L I ANT RESTROOM AND � NATT of OPERATION: s-IOPM (EVENING) SITE PLAN & ZONING DATA LUMENS: 5,466 WATTS PLUME I NO FIXTURES SERA/I NO UNITS 1, 2 $ 5. 35 COLOR TEMPERATURE: 2700°K - CLOSE OFEN I NO BETV�IEEN UN 1 T5 2 $ B N1 TH E I RE-RATED WALL. EXIST. COVER D TOP-MOUNTED SIGN LIGHTING (NEW): ,4DD I TI ONL BATHROOM ADDED �4ND GHNOE TO UNI T I FLOOR O-002 .00 GENERAL NOTES U U) k/ O PROVIDE TOP-MOUNTED SION LIGHTING AT BOTH SIDES \ NO CHANGES � � OF 8'�x10' OF SIGN;SPECIFIC MODEL TO BE SELECTED BY OWNER. PLAN STRUCTURAL DESIGN CHARTS n , m PROPOSED TO EXIST. ' DEEP DRYWELL LIGHTING SHALL CONSIST OF I.E.S. (ILLUMINATING fit/ PARKING LAYOUT IN O/ I ENGINEERING SOCIETY) "FULL GUT OFF" DESIGNATED PROF. REMOVE EXIST. CURBS AS REQ.'D TO REAR PARKING LOT FIXTURES WITH "RLM" (DISH) TYPE SHIELDS. LIGHTING CURB PROVIDE GROSS ACCESS �� % SHALL BE POSITIONED SUCH THAT LIGHT FALLS ENTIRELY - CONNECTION BETWEEN PARKING LOTS ON THE SION AND 50 THAT BULB 15 NOT VISIBLE FROM 0-005.0O STRAPPING & NAILING DETAILS --I— �, EL.=25.1' / I ANY POINT OFF THE PROPERTY OR INTO THE ROADWAY. F RO�E C T D A 7A : PAINT PARKING LINE TO DEMARCATE *NOTE: VON L16HTIN6 15 EXCLUDED FROM EXTERIOR FASTENING SCHEDULE TRAFFIC AISLE FROM cl'xlcl' (MIN. SIZE) O LIGHTING ANALY515 BELOW* ACCESSIBLE PLUMBING ELEMENTS F PARKING STALL #36 - E RECESSED HIGH HAT LIGHTING (EXIST.): PROJECT ! ZONING DATA 22 :\ G V.I.F. EXIST. FIXTURE (OR EQ. MODEL) N EXISTING FOUNDATION PLAN RAB LIGHTING - WFRL4Rqc1FA120W5 RECESSED LIGHT TAX MAP # 1000-143-3-I PROPOSED DEMOLITION PLAN ° \\ FIXTURE INSTALLED AS PER MANU. SPEG.S: \ \\ \ ZONING DISTRICT -- O EXIST MOUNTING HEIGHT: q-O' ABOVE AVG. GRADE (o.H. HOT) I---- -- - - - I -- R HOURS OF OPERATION: 5-IOPM (EVENING) n \ -8.0' �� H�,qo WATTAGE: 6.5 WATTS LOT AREA O.'1 OGRES L� h'/RFS LUMENS: 6q3 _ _ — — 02 ,O® EXISTING FLOOR PLANS •\\\�\��\\\ \ COLORTEMPERATURE: 300o K '�I GofO DOCUMENTATION OF PROP. �\ . Z-13678; DULY 21, Ici85 Q- C EXIST. I STOR\ \ NONCONFORMING PREMISES "' I NEW ASPHALT SURFACE:CURB 36 p 20 �\ \ II' MASONRY BUILDING�\�\ �7 I O I — ------"- --- --- — �\ \ � (Dry�� W/ SLAB \\\\� E PROVIDE NEW NY STATE DOT TYPE 6F TOP COURSE GOfO - ADDITION Z-16511; DEGEMBER I7, Ici87 \\\ ASPHALT UPON COMPACTED 4 STONE AGGREGATE EXIST. GONG. ( \ ' \ \\\\ As I,,EEN A PROVIDE GROSS ACCESS CONNECTION ® I 0�.® PROPOSED FLOOR PLANS RETAINING WALLS \ F.F. EL.=20.ci \� BETWEEN PARKING LOTS. GofO - AS-BUILT ALTERATION Z-33415; DEGEMBER 02, 2008 W 3 HIGH STEEL \\ UNITS #4 8 #5 1, ��� FEMA FLOOD ZONE X GUARDRAILS - \ `�\\ (BUSINESS ms E _ OCCUPANCY �� - -- / \\.• � CHANGING TO \\ z LJ -- EXIST. 80x6 \\ �� MERCANTILE \�'� :,I BASEMENT FIRST — O�-,C�® PROPOSED EGRESS FLOOR PLAN DEEP DRYWELL NEW CANOPY ��, OCCUPANCY) d' z FLOOR GROSS FLOOR AREA -- - ABOVE EXIST. \\ REAR ENTRANCE \\�\`;\\\\\\\\ \\ EXIST. EX15T. PROP. EXIST. PROP. \\ \ \ \ GONG. - _-- ---- 18.0' p � COMMON AREAS (GARAGE / il, WALK I -� MECHANICAL ROOMS, 1645 S.F. 1645 S.F. led S.F. 1 362 S.F. L MS STORAGE) PLUMBING RISER DIAGRAMS �%;;?,; -- � - I EXIST. LIGHT :`:' '/% " '" /,/, UNIT #1 . , j�/ O S.F. O S.F. 65'7 S.F. n/A ABOVE � EXIST. I / ; / \\ \� \\ \ - -- -I- - - - BASEMENT //� " \ \\ .,2i \ �� I UNIT #2 O S.F. O S.F. 670 S.F. n/A GARAGE DOOR STORY WOOD ;'/ �/ / / / / \\ \\ \�\\ \ Z FRAME /;; BUILDING / j; EXIST. 1 STORY WOOD EXIST. I EXTERIOR LIGHTING ANALYSIS ;! FRAME BUILDING STORY WOOD JLI --_- - - -- -. - _ UNITS #I 8 #2 (COMBINED) n/A O S.F. n/A 132"I S.F. _ / \ F.F. / ///: , \ „ --- ----- - - ' / F.F. EL.-20.q _� FRAME LUMENS/ACRE ALLOWED: 25,000 -- ---- - -- r - - -- ir, EL.=20.ci �� /�;m BUILDING I --� ---_ -- UNIT #3 q55 S.F. n/A 1548 S.F. n/A uj GARAGE - - UNIT #2$5A TO BE ,� �Y� FF LOT AREA (ACRES): 0.72 - EL.-10.1 EXIST. ,� COMBINED INTO EL.=20.q' N, EXIST. UNIT #3A n/A c155 S.F. i n/A 656 S.F. LAWN UNIT #1 TO � BUSINESS UNIT LAWN MAX LUMENS ALLOWED: 18045 .----------- _ -- /i/% / " //j/j�// % UNIT #3 TO z REMAIN j � /// BUSINESS //, /�/ ;" BE SPLIT INTO FIXTURE [ UNIT #3B - - - n/A O S.F. n/A 543 S.F. ///• : TWO SPACES 4 LUMENS OCCUPANCY (PER SITE PER Q-� ;, TOTAL UNIT #4 (#35 BUSINESS `' T O S.F. O S.F. ci02 S.F. �1 a02 S.F. LUMENS - -_ ---I pi ✓/�/;/// # PLAN NOTE) FIXTURE /j j. ! MERCANTILE) C I UNIT #5 O S.F. O S.F. 884 S.F. 852 S.F. 102 _ TOTAL 2600 S.F. 2600 S.F. 1 4642 S.F. 4642 S.F. EL.-24.6 E bq3 Is q,00q � � E E REDRAW PARKING _ - -- - L--- — Huoicr NO1° "s LINES FOR EXIST. TOTAL LUMENS: l 26,33q li V PAwaNe crier+ r�wur+e PARKING SPACES - -- --- -- t 13 12 "' II \ aierr 10 O O O #'7-#I6 A5 SHOWN -- -- (Q'xlci' MIN. SIZE); LOT COVERAGE RELOCATE EXIST. - - -- - - -- - - -- -- - -- Q PARKING BLOCKS - ------- -------- go LOT d Iu A5 REQ.D (OR DESCRIPTION (FOOTPRINT) AREA �J > - --- - -- - - - - --_ COVERAGE o PROVIDE NEW) I, TOTAL LOT AREA 31,440,8 S.F. PROJECT: (TYP.) (TYP) .I` 8.0 -,�' I QILI Q = ---- --- ---- EXIST c1" Lu ASPHALT Q 4 - -EXISTING -BUILDING 4866.0 S.F. 15.590 PEI EXIST. GURBIN(TYPG mO TOTAL AREA OF ALL STRUCTURES 4866.0 S.F. 15.5% N0FO CENTER ASPHALT .(�I� Q,j PARKING 1 N N _ - _ *MAXIMUM LOT COVERAGE ALLOWED - 50.030 UNITS TT 1, 2 LTG TT3 I I Ng3°2aE N RAISE EXIST. 51ON TO HIGHER 17.67 ------ - ------ - - -- - -- ____ _ _ ELEVATION 8 PROVIDE G OFF-STREET PARKING REQUIREMENTS - EXISTING USE _ T — - MAIN BUILDING TOP-MO PER DSITE PLAN NOTE %0� FLOOR AREA (S.F.) BY UNIT TOTAL C2 R D S TB- G _SI __-- __-.-_--------- - - -- - --- ------ 10200 MAIN RD /0S TYPE OF REQUIRED NUMBER OF �_�_, ��__-�_ �� _ _ �,i PARKING REQUIRED EXI5T. PROPOSED COMPLIES MATTITUCK NY 11952 USE C PARKING SPACES lu a4 #5 TOTAL SPACES �� _- \ / I PER 100 S.F.OF OFF FRONT YARD #1 VARIABLE I 4q.3' 4ci.3' YES DRAWING TITLE: 2 OFFICE FLOOR AREA(ti ICE 5"IO 575 2071 849 ?34 47gq L48.0 ---- _ — �� — _� --- -- —_ � —_ --------- - ---- -- -- - - - - RECEIVED - I � 4 O EXIST. COVER TOTAL REQUIRED(ROUNDED UP) �I 45 �; FRONT YARD #2 VARIABLE I 7.c1' "i.c1' YES EXIST. II 6 � 0 of 8'mx12' - --- -�=-_---__-_-- - ----- PROJECT LOCATION & SCOPE LAWN O DEEP DRYWELL _- -- -- y_=__ -ss_= ----_---- SEP 2 nj 2OZ4 _ _ T SIDE YARD � 25.0' 1a.o' 18.0' No SITE PLAN & ZONING DATA OFF-STREET PARKING COMPLIANCE - EXISTING USE �O REQUIRED PROVIDED �! BOTH SIDE YARDS 50.0' 105.4' 103.4' YES Southo Town - -- - - -- -- --- - - I - - - I / � �' TOTAL PARKING SPACES _ 4b�'� sb -- -- Planning Board -- - --- - - I - PER TOWN OF SOUTHOLD CODE 280-50, STRUCTURES SHALL BE SET BACK EITHER 100' FROM THE ACCESSIBLE PARKING SPACES(4J ��__�____ _ O RIGHT-OF-WAY OR A MINIMUM OF THE AVERAGE OF THE SETBACKS OF THE ADJACENT AN-AGGESSIBLE PARKING SPACES�� 1 O DEVELOPED PARCELS. PAGE: TOTAL PARKING AREA(S.F)-� 16 800 S.F. T' _\GJ ` --- _ - — �'*"1 T•..++e w+ ► �n•m.. - - N s ,�' , e :✓' ¢ ,Y <,� x.. ', '.,. ( .a �` r:'y., '����J °x.�X�'S"+ M1 4 .,.... -."a A OFF STREET PARKING REQUIREMENTS PROPOSED USE a a� ° G-001sO --- ---- --- - - -- -- - --- -- -- - �+" l l •/ D- / ,II///VVr113I diS ,AI„4!� TOTAL TOTAL ,.. I � FLOOR AREA (S.F.) I� � ? ..� .�t• �•'` ;. - _ -- TYPE OF REQUIRED NUMBER OF --- - _ PARKING PARKING I ' a " �`,� ') .� - .� ., t `. pr USE ;I PARKING SPACES lU I I �� � I I �' 5 SPACES SPACES A° A B #I-2 a3A #3B a45 TOTAL REQUIRED II PROVIDED . `++F , ► ''{ ° l ; i �� - --- --- ,— --- — -- -- ---- �` ., Y DATE: 0 2 24 3 - -- ---- - - " 4 I PER 100 S.F.OF OFFICE &';�': k yF a„� 1• 9/ 5/ J. 0 F 3 OFFICE (� Li 273 1472 241 - - 2g86 2q.86 Ib « ` 'd,r '. $ FLOOR AREA y,s . 0, ar y ac„ q --- --- -- -- ° r Y w ". _--._— r P6, d d�' Y` r.. ..,.,. "�.• ww".,«. ...n° �. ^'a GM.�. d RETAIL I PER 200 S.F.OF GROSS _ _ 253 84q 71q 1821 q.11 10 «* ,� 19 FLOOR AREA — J' �i Q '�i _ I l{IE tC_,, wd " x.. `y 1 '�. i .,p��' _ e*� ����ad im�l� � Yy' �fr+ � .�'ry � 'i .�.�, 7�Ir if y TOTALS UNDER UP: 3q----L 26� OFF-STREET PARKING COMPLIANCE - PROPOSED USE O - - -a- `+ , -- _ .-- - Y`i n�'ay r► 'r. \ * d3,y� rr" «I► -9 5" "d $F �y REQUIRED PROVIDED ," v�.,, °c > `;: +�* ° . � !Ir A° -40 till A TOTAL PARKING SPACES Sq �/Sb 56 e' '° '# i' E s k -�- 1 ' d , 'Y+�r /''�i. dx r. .�a ro.•. tl M ► ..,' ,rr°!^'" c.,, 'a rP' s .,e "",,,,o A -- --- (4) °s .A\ 'd,',i '.y +i 1, "' �p x' .�C• " '. « '^"' ',�r ,r' - ( ACCESSIBLE PARKING SPACES 2 2 °"t �.°. �y d•" art n ',.* n« ;s "`. a 1 SITE PLAN HATCH KEY '?s, .* VAN PARKIN6 5PAGE5 1 2 � r h i+"q , a 4p a it 7,TOTAL PARKIN6 AREA 5.F }' r l L PROPOSED COMBINATION OF UNrw ITS yw I «° $• .[ -. may, ..,�' ?' � , -PER TOWN OF 50UTHOLD GODS 280-'i8 ry ry -OFFICE FLOOR AREA EXCLUDES CLOSETS,ENTRY VESTIBULES MECHANICAL AREAS,AND REST ROOMS. PROPOSED CHANGE OF USE a-WHILE THE NUMBER OF PROPOSED OFF-STREET PARKING IS LESS THAN REQUIRED THE PROPOSED 'A GHANGE5 OF USE DEGREASE THE EXTENT OF EXISTIN6 NON-COMPLIANCE. UNDER SEPARATE APPLICATION a T,,► r ,`;+ .„ $ ,4 4- _._r.d.s.: .... .w 11M. ... >q.�i.j' .•[ i. ... L :w' .r ...: ....`'^a✓'_ ..'9ves e:"•: � ' .i'..... '°1 .a/r, Y 3 .\ PER 2010 ADA STANDARDS FOR AGGESSIBLE DESIGN,TABLE 208.2. -+ - ---. - 'Y " ......,'� _ #• ' �,..R �. �t - 4 SITE PLAN 5-VAN-AGGESSIBLE PARKIN6 SPACES ARE NOT IN ADDITION TO THE AGGESSIBLE PARKIN6 5PAGE5 LISTED IN THE ROW ABOVE.THESE SPACES ARE AMONG THE AGGESSIBLE PARKING 5PAGE5,BUT LOCATION MAC AL50 PROVIDE AN ENLARGED MINIMUM%"-WIDE AGGE55 AI5LE AS REQ.V TO AGGOMMODATE A SCALE: I = 15 -O WHEELCHAIR LIFT. e-550 S.F.OF PARKIN6 AREA REQUIRED PER PARKIN6 5PAGE,AS PER 280-78.G. SCALE: 1" = 300' OE I ` ERAL 5"',r��50L ENr : 5 II Q ;l7cT 5 6 6_p f PARTIAL HEIGHT WOOD _ _ EXISTING TO BE DEMOLISHED / FRAME (L.G. 5TL. WHEN -- -�_3 ` 5' 6" �- -5 2 �- q O E�IT W APPLICABLE) �I_ / EXIT NEW UNISEX 'j C) F EXISTING TO REMAIN n - ` __ I NEW WOOD FRAME (L.G. � NEW FOUNDATION WALL I` 70. I HR. FI¢E -- � / A.D.A.-GOMPLIAN _ -5TL. WHEN APPLICABLE) QXIST UNISE RATED DOOR xb� __3Qx62-- BATHROOM 4 Q I �AREALE a N :fl ADA-GOMPL NIT PRRO' 3 In NEW I-HR FIRE RATED MIN. (2) 2 x4 5TRUCTURAL BATHROOM I �- AR 1 LV4OMP •� C r- � -{ 44 5. � - � ENTRY I �=L � 12 � A.D.A.-COMPLIANT (54 S.F) � � � WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALLS 3'-O" 3 BATHRO M I- WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 4: (46 S.F.) I2 �- 0 (605. POST FOR 6" WALLS), U.O.N. /G I 4-j N NEW 2-HR FIRE RATED 14'-8" 2 I \ L_ Ln Z d- �� WOOD FRAME (L.G. STL. �� 10'-3" `� I \ O C .fl x m 2 2 WHEN APPLICABLE) n a 2 I C PRINTER 3_8 \ 0 0 '�'' , \ .0 0 ++ Ln EXIST. \ Q e- � 0 GO FERENG ROOM NEW BU51NE55 AREA IIaS.F. - - - -- -- - - - � � 1- p a UNIT #3B a I " 3 � o �-4-2 r 1 SM/GO �./ m A 0 l'tI I NLW �-- �AlAA - - - l"l - - RETAIL SPACE `t 14 2 FRAME-IN 7RIMMME-- 5.F.) r 1 OPENING w/2-RR !r� `,J '1y° FIRE RATED WALL 14'-b" 2 HR. FIRE PROVIDE (2) 5/8" / 2 �N SENTATION I RATED LL O TYPE "X" 6YP5UM ON NO PLUMBING r I I Q - $OTH SIDES OF SIN"OR ' WALL, EXTEND TO DISP Y ONLY c J ROOF in I L - �r 10'x4' TABLE - �- - - w W 6-10 PEOPLE - I q a / GLfS XI5T. �; WA OFFICE I - DOOR 1 Q - (3 4 5.F� S�I^1ROOM CONFERENCE I COFFEE ARC, N 12oSS.F. I (DRY) / ` • 1 2 HR. FIRE RATED WALL / `N 11 WATER .J�1G NEN OFFICE I72, 2, NEW` (1,75 5.F.) 0 FZ62 _ �O� ADMIN. OFFICE SPA 1 Q 450 S.F. _ u- EXIST.= EXIST. a Imo N SINK FOR MEGH I MEGH �- I4 a ROOM.o ROOM Eil EI I in DISPLAY ONLY 17 14'-2" `� EXIT EX15T. 6 UNF I N 15HED -7- �. .i�X1dwT BASEMENT . I Z FROFOSEI7 FIRST FLOOR PLAN (UNITS #1 -2/ #3A, � #55) 0 4,642 S.F. O ROSS AREA (ENTIRE FIRST FLOOR) SCALE: I/4° = I'-o" - - - - - c . - -� - - - - - 1�2, 2, 2,02"' T O o I � o ♦ a P2 1 614 ♦ o ♦I 7 7 ♦♦ FLOOR PLAN NOTES ♦ � ., - PROJECT: Imo_ DOOR NOTE: O NOFO CENTER (� 8 ♦ ����J_7_%�� ♦ }� O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON RESERVED ♦ = '�I� t PLANS BY UELD-WEN' (OR EQUAL). XI�T. tL EX15T. 3Qx6 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON O EXIST. STRUCTURAL COLUMN (TYP.) O FI E #1 I to I 45 ORK 3. DOOR PLANS BTYf'E TO SELECT EQUAL). Ip RESERVED UNITS #1, #2 & #3 ( O F.) 4.INSTALL AS PER MANU SPEG.'s O _ 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 6.PROVIDE (2) 2"x8" HDR.,U.O.N. II ALL NEW AG E551BLBPLUMBING ELEMENTS $ FACILITIES m I V VE I T. "I. SEE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS TO COMPLY WITH 2O0a IGG All T.I GRAFTERS 3 b. SEE WORK = '1'-I � AROUND DOORS (TYP. FOR ALL) U.O.N. ALSO STANDARD DETAILS ON PAGE 6-003. 10200 MAIN RD _ 2-HR. FIRE RATED INTERIOR WALL CONSTRUCTION: TURNING SPACE: EXIST. STORAGE 8 _ - (36 S F.) I RELOCATE n' O V.I.F. EXIST. CONSTRUCTION CONFORMS TO UL DE51ON NO. 12 60"0 (MIN) TURNING SPACE IN COMPLIANCE w/ IGG AII'1.1, MATTITUCK, NY 11952 (IIOq S.F.) _ - _ i EXIST. SINK l� U505 IN CONFORMANCE w/UL 265 STANDARDS, OR SECTION 504. PRI %I I PROVIDE NEW. SPECIFICALLY: NO WORK TO BE DONE AREA IS NOT PART OF A RENTAL UNIT AND IS 2¢x68 - - / I I PROVIDE(2) J" DENS 6LAS5 FIRE RATED SHEATHING ON DRAWING TITLE: SCOPE OF WORK DOE5 ACCESSED BY BUILDING MANAGEMENT ONLY. Imo- \_�_iJ BOTH 51DES OF WALL. WHEN WALL CONTAINS OPENING, DRAWING AFFECT THI5 AREA AREA 15 NEITHER PART OF UNIT 3A NOR UNIT - I FIRE-RATED CONSTRUCTION SHALL INCLUDE HEADER, G�,�i EX15T. aa WALL-SPACE ABOVE OPENING, s POSTS. PROPOSED FLOOR PLANS 55. DOORS TO STORAGE AREA REMAIN - -� -_ -; KITCHEN l.J SECURELY LOOKED AT ALL TIMES- _ '� _ _ PI- - L T�J J XI T - I5 S.F. O SMOKE DETECTOR / CO DETECTOR NOTES: O FI #2 �I � 1. ROOM5/5FAGE5 w/ 5M/00 DETECTOR INDICATED ON o ( O F.) ' I LISH ♦ PLAN SHALL BE CHECKED IF EXIST. HARD WIRED RECEIVED 2¢xb$ DETECTOR EXISTS. ' • 2.IF NONE - CONTRACTOR SHALL PROVIDE CODE 5M/GO INTER LLS d , COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION SEP 2 5 2024 PARTITION ( )� a ` I m I ----- `---------- DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. out o Town PAGE: I� 2 8 r_--__ 1____ 3.INSTALL ALL AS PER MANU. SFEC.'s Planning Board r- ---- - ---- -- 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 1 II 1 ♦ IN COMPLIANCE WITH 2O20 NYS BG a15 E LOCAL CODE. 9 -�i 0l NEW EXHAUST FAN SHALL BE INSTALLED WHERE e O4 VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MEGH. CODE SECTION \ 403.3.1.1; INSTALL A5 PER MANU. SPECS ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 DATE: 09/25/2 2 OF 3 X T. �� I ST`s \ EXIST. ` 0 P GE NOR \OFFICE #5 ♦ ACCE5515LE ENTRAGE (144 5.F.) ` O I. ACCESSIBLE DOORWAY AS PER IGG AII'7.1, CHAPTER 4. SPAC( O .F.) ' (55 5.F 1 11 \ ` 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HEIGHT. t PORTABLE FIRE EXTINGUISHER: i. PROVIDE (U PORTABLE 2A:I05:0 FIRE EXTINGUISHER (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN COMPLIANCE w/2020 NY5 Br, a06. 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS LOCATION THAT 15 READILY ACCESSIBLE AND v AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL NOT BE OBSTRUCTED OR OB5CURED FROM VIEW. 3. INSTALL PER MANU. SPEG.'5 EITHER ON SUPPLIED 1 _ ' �,. P t; HANGERS d BRACKETS OR WITHIN CABINET USED TO HOUSE PORTABLE FIRE EXTINGUISHERS. CABINETS SHALL NOT BE LOOKED. FROPOSED FOUNO7ATI ON PLAN (OOMMON AREAS � UN i T #5A) 4. LOCATE BOTTOM OF EXTINGUISHER LEAST 4" ABOVE FLOOR AND TOP OF EXTINGUISHER No MORE THAN 5' ABOVE FLOOR. FOR EXTIN6U15HER5 WITH 6R055 WEIGHT EXCEEDING 40 L55, LOCATE 50 THAT TOP OF SCALE: 1/4" = I'-O" EXTINGUISHER 15 No MORE THAN 3'-6" ABOVE FLOOR. Q 0 Ludi w 04 Q Y J '0'^ O � W w • O 0 L J NOTE: �- •v N ALL PLUMBING WORK :2 x U SHALL CONFORM TO PROVIDE "ABESGO FP2O0 FR O O m LOCAL PLUMBING CODE EXPANDIN6 FOAM" (OR EQUAL) _c O 00 AT ALL PENETRATIONS IN FIRE O Q o O n, RATED WALLS AND � FLOORS/CEILINGS. PRODUCT LEGEND EXIST. 4 FRESH AIR CONFORMS TO ASTM E 814, HOT VENT THROUGH ROOF ASTM E 84, AND UL 14'I9 ----- S PP� R I NEW UNISEX 3J NOTE: ADNEW UNISEX SUPPLY A-GOMPL I ANT ADA-COMPLIANT _ _ ALL PLUMBING WORK RESTROOM _ __-- I SHALL CONFORM TO RESTROOM PROVIDE "ABE5G0 FP2O0 FR _ EXPANDING FOAM" (OR EQUAL) LOCAL PLUMBING GORE / \ IX � AT ALL PENETRATIONS IN FIRE v O r I 1 0 ( RATED WALLS AND 12" 1211 I /GEILINGS. PRODUCT CONFORMS „ ` M I I I Q4 CONFORMS TO ASTM E 814, (AIL Jl W I I Q4 ASTM E 54, AND UL 14-111 1 I I EXIST. F.A.I. ►T- I I TO REMAIN GLEAN 31 �V V W.G. • I OUT AS iv1 liV �I •� m REQD I I --_.--._-_.--._ _- - _ CONNECT TO G.O. 4 I I CONNECT TO I I �I � EXIST. MEGH.1 I EXIST. DRAIN NEW - 4" HOUSE EXIST. WATER I sl :Q AREA I j SYSTEM WORK r I MAIN SUPPLY SYSTEM 1 !Q NI IN AREA 1 SERV. 1211 DRAIN G.O. iv1 jry 6<:S_ SERV. I SINKj\ SINK I I V J I 11 EXIST. TO`} UNFINISHED SYSTEM I j N I I BASEMENT Q RELOCATED Q 41 m SINK t PUMP NEW PUMP FHATERTOSAIN M - 1_ NEW WORK EXIST. AREA UNFINISHED BASEMENT u .._.._.._. _.._..� i FLUME31 NO RISER - DRAIN / NASTE / TNT - UN 1 T #5 FLUME3 1 NC RISER - SUFFLY - UN 1 T #3 SCALE: NT5 SCALE: NT5 j iI i z w NOTE: ALL PLUMBING WORK O SHALL CONFORM TO V LOCAL PLUMBING GORE PROVIDE "ABE500 FF2O0 FR u EXPANDING FOAM" (OR EQUAL) O AT ALL PENETRATIONS IN FIRE O RATED WALLS AND L.EOEND FLOOR5/GEILIN65. PRODUCT EXIST. 4 FRESH AIR CONFORMS TO ASTM E SI4, w VENT THROUGH ROOF ASTM E 84, AND UL 1479 ------- �PP WATER � LY --- �..-.._..� CCOLPD LY WATER PROJECT: NEW UNISEX UNIT I UNIT 2 NEW UNISEX NOTE: NEW UNISEX UNIT I NEW UNISEX UNIT 2 A.D.A-COMPLIANT _ I A.D.A-COMPLIANT ALL PLUMBING WORK A.D.A-COMPLIANT A.D.A-COMPLIANT PROVIDE "ABESCO FF2O0 FR NOFO CENTER BATHROOM ___ --T I BATHROOM SHALL CONFORM TO BATHROOM BATHROOM EXPANDIN6 FOAM" (OR EQUAL)IN UM A UNITS I LOCAL PLBG GORE O N ITS #1, #2 & #3 w AT ALL PENETRATIONS IN FIRE V RATED WALLS AND I J FLOOR5/GEILIN65. PRODUCT IL r 1 - 12 12 I IL 44 Q4 CONFORMS TO ASTM E 814, 11 �- 12 112 1 1 I ~ 1 44 1 Q4 ASTM E 64,AND UL 14'14 I 1 17,1 1 I EXIST. F.A.I. u I i TO REMAIN ►T- 1 14 I 14 :Kl ;x x I i3 GLEAN OUT 10200 MAIN RD *I :v W.G. 1 AS REQ'D - I liv - I In MATTITUCK, NY 11952 I_ I I- NI :� m - -- DRAWING TITLE: G.O. 4° CONNECT TO 1 4" HOUSE EXIST. WATER i i PLUMBING RISER DIAGRAMS CONNECT TO MAIN DRAIN G.O. SUPPLY SYSTEM 1 EXIST. DRAIN I SYSTEM I j 41' 1 F- TO SEWER ~ I SYSTEM RECEIVED 1 r-- -A : To STREET S E P 2 5 2024 PAGE: N rHATER MAIN x _ + Southo Town ■ LIB.._.._..— —; > 0 Planning Board 0 DATE: 09/25/24 3 OF 3 FLUME 1 NC RISER - r i)RA I N / NASTE / VENT - UNIT #1 1$ #2 FLUM 3I NC RISER - SUFFL`r - UNIT #1 #2 SG E: NT5 SCALE: NT5 131.75' SITE LAYOUT NOTES: _ PROPERTY LINE I. THIS 15 AN ARCHITECT'S SITE PLAN 8 IS _ SUBJECT TO VERIFICATION BY A LICENSED - 569°20'S0"W SURVEYOR. THE INFORMATION w `t - - REPRESENTED ON THIS SITE PLAN IS TO THE 0- pl �3 ARCHITECT'S BEST OF KNOWLEDGE. Q U�1 TEST , 2. SURVEY INFORMATION WAS OBTAINED W a \, FROM A SURVEY DATED DEGEMBER 15, 2021 W EXIST. HOLE m v AND PREPARED BY: -� O LAWN EL.=20.6' O i \c Z 50ALICE LAND 5URVEYING Q -+ (11 LO �0 G O I N.Y. STATE LAND SURVEYOR O 31 gp 29 28 27 t� LIG. #050756 O O 26 25 24 TELEPHONE: 631-�157-2400 _ 7 0 L.=24Y EXIST. 5' x12' / i DEEP DR WELL I / „ LO C N z O 32 A // SITE PLAN NOTES '� v EOFF-STREET PARKINO SPOT XIST N IG 0'20' PARKINO SPOT(TYP.): _ O m 4---+ � / PROJECT SHOE : No � `0 EXIST. 8'�x12' I �l ACE <E� : Q O O EXIST. DEEP DRYWELL I 34 \� �/ � � ASPHALT / O RESERVED B PARKING POST LIGHT (NEW): O Mr -EDISON - GALN-SAIA-2-f2-U-5L4-HSS-3466 POST — DIVISION OF EX I STI NC C ENERAL BUSINESS UNIT #5 INTO (2) TOP MOUNT FIXTURE INSTALLED AS PER MANU. SPEG.5. 0_00 I .00 PROJECT LOCATION &SCOPE I SEPA�R?�TE SPACES. "BUSINESS" OGGUPAT I ON CLASSIFICATION TO 3s \ HOURS MOUNTIF OPERATI N-�IOPM (EVENING) REMAIN FOR NEW UNIT #5A. MERGANTI LE OGGUFATI ON" POST SITE PLAN & ZONING DATA WATTAGE: 2q.I WATTS I q/ LUMENS: 5,466 CLASSIFICATION w/ RETAIL USE PROPOSED FOR NEN UNIT #35. I uj 1V�/ EXIST. COVER COLOR TEMPERATURE: 2100°K ' (� \1 I NO CHANGES + ���C`� DEEP DRYWELL TOP-MOUNTED SIGN LIGHTING (NEW): 0-002 .00 GENERAL NOTES \ I PROPOSED TO EXIST. , p �/ , O PROVIDE TOP-MOUNTED SIGN LIGHTING AT BOTH SIDES I PARKING LAYOUT - OF SIGN;SPECIFIC MODEL TO BE SELECTED BY OWNER. STRUCTURAL DESIGN CHARTS / 1 LIGHTING SHALL CONSIST OF I.E.S. (ILLUMINATING `J l / / ENGINEERING SOCIETY) "FULL OUT OFF" DESIGNATED n , EXIST. GONG. I ( 1 FIXTURES WITH "RLM" (DISH) TYPE SHIELDS. LIGHTING W RETAINING WALLS EL-25.1 \ / SHALL BE POSITIONED SUCH THAT LIGHT FALLS ENTIRELY MM w/ 3' HIGH STEEL /--' I ON THE SIGN AND 50 THAT BULB IS NOT VISIBLE FROM ACCESSIBLE DATA : C�—O®�.®O ACCESSIBLE PLUMBING ELEMENTS —�—� W GUARDRAILS / ANY POINT OFF THE PROPERTY OR INTO THE ROADWAY. STRAPPING, & NAILING DETAILS "NOTE: SIGN LIGHTING IS EXCLUDED FROM EXTERIOR - LIGHTING ANALY515 BELOW'" FASTENING SCHEDULE G O RECESSED HIGH HAT LIGHTING (EXIST.): U 22 ' PROJECT / ZONING DATA /� EXISTING FOUNDATION PLAN V.I.F. EXIST. FIXTURE (OR EQ. MODEL) -- - - - - - - - - - - -- -- - �- I �/ I . 1 EL = \ ` RAB LIGHTING - WFRL4RggFA120WS RECESSED LIGHT TAX MAP # 1000-145-5-1 PROPOSED DEMOLITION PLAN 1 p �XI5r FIXTURE INSTALLED AS PER MANU. SPEC.S: - O21 .O' LQH�,4D ZONING DISTRICT B • lQ�S MOUNTING HEIGHT: q'-0" ABOVE AVG. GRADE (O.H. HOT) EL.=14� HOURS OF OPERATION: 5-IOPM (EVENING) LOT AREA 0.7 ACRES - I ®� , ® W w WATTAGE: ab PiATTs EXISTING FLOOR PLANS 36 p 2O\ G EXIST. I STORY jp LUMENS: 6q3 Q MASONRY BUILDING .� I COLOR TEMPERATURE: 5000'K CofO - DOCUMENTATION OF \ N \ �ry w/ SLAB - E NONCONFORMING PREMISES Z-13678; DULY 2a, Ig85 \ EL.=12' / \ F.F. EL.=20.9' GofO - ADDITION Z-16511; DEGEMBER 17, lci87 1 Iq p / UNITS #4 #5 I GofO - AS-BUILT ALTERATION Z-33415; DEGEMBER 02, 2008 � I ®�.�/® PROPOSED FLOOR PLANS �ANGINGCTO \ z !1J FEMA FLOOD ZONE X EXIST. 8(Pxb `,i MERCANTILE p �, DEEP DRYWELLI NEP�CANOPY OCCUPANCY) \ b Z -- 1 I ABOVE EXIST. 17 18 m !Y BASEMENT FIRST FLOOR �t� ®�.®O PROPOSED EGRESS FLOOR PLANS REAR Ef TRANCE EXIST. GROSS FLOOR AREA I8.0' E =10 ELK EXIST. PROP. EXIST. PROP. 1 I COMMON AREAS (GARAGE / 1645 S.F. 1645 S.F. 181 S.F. 362 5.F. 1 ��e UJ MECHANICAL ROOMS, STORAGE) —I ® � ®� PLUMBING RISER DIAGRAMS 11 EXIST. LIGHT / fib\ , UNIT #1 O S.F. O S.F. (057 S.F. n/A ABOVE EXIST. I STORY WOOD BASEMENT EXIST. I STORY WOOD FRAME BUILDING ARAGE DOOR FRAME BUILDING UNIT #2 O S.F. O S.F. 670 S.F. n/A ►n F.F. EL.=201.9' F.F. EL.-20.a , UNITS #1 8 #2 (COMBINED) n/A O S.F. n/A 1527 S.F. I 1 GARAGE EL.=10.1' E d UNIT #3 (BUSINESS EXIST. UNITS #1 8 #2 TO BE / OCCUPANCY) TO BE EXIST. UNIT #3 Q55 S.F. n/A 1545 S.F. n/A SPLIT INTO UNITS #3A LAWN - I LAWN COMBINED �- z I f (BUSINESS OCCUPANCY) (BUSINESS) S #35 I UNIT #3A n/A ci55 S.F. n/A 656 S.F. (MERCANTILE) cV EXTERIOR LIGHTING ANALY515 - UNIT #3B n/A O S.F. n/A 545 S.F. W wv' r LUMENS/ACRE ALLOWED: 25,000 -- _ UNIT #4 0 S.F. O S.F. 1102 S.F. C102 S.F. LOT AREA (ACRES): 0.-12 - r34.8' J UNIT #5 O S.F. O S.F. 2 81 S.F. &52 S.F. i EL.=24.6 MAX LUMENS ALLOWED: 15,045 _ Z - TOTAL 2600 S.F. 2600 S.F. 4642 S.F. 4642 S.F. 2 I I FIXTURE LUMENS _ 2 11 I6 \ I5 14 13 12 I I 10 i O8 O (PER SITE PER QN, TOTAL — - - - — - - - PLAN NOTE) FIXTURE LUMENS O EL.=20' G 3,466 5 17,330 1 I I O LOT GO\/ERAGE E bq3 13 q,00q II I 9� DESCRIPTION (FOOTPRINT) AREA COVERAGE a TOTAL LUMENS: 26,33q p EX15T Q" tu I 1 ASPHALT f�Q TOTAL LOT AREA 31,440.8 S.F. II CURBING PROJECT: EXIST. �9 EXISTING BUILDING 4,&66.0 S.F. 15.5Y NO CHANGES (TYP.) r ID PROPOSED TO EXIST. ASPHALT PARKING I N m :1 N O FO CENTER TOTAL AREA OF ALL STRUCTURES 4866.0 S.F. 15.5� PARKING LAYOUT UNITS #3A & #3 B I 1 1 T153°2a *"`MAXIMUM LOT COVERAGE ALLOWED - 30.O�o ml 1� RAISE EXIST. SIGN TO HIGHER I-i.b� 1 ELEVATION 8 PROVIDE G 1 TOP-MOUNTED SIGN LIGHTING 1 I PER 51TE PLAN NOTE - �30 REOU I RED SETBACKS - MAIN BUILDING /06 OFF-STREET PARKING REQUIREMENTS - EXISTING USE 1 1 I N3a =_-- 10200 MAIN RD C FLOOR AREA (S.F.) BY UNIT TOTAL D �f _ REQUIRED EXIST. PROPOSED COMPLIES MATTITUCK NY 11952 TYPE OF REQUIRED NUMBER OF ________ PARKING USE PARKING SPACES (') ul �2 u3 #4 #5 TOTAL SPACES 1 1 REQUIRED FRONT YARD #1 VARIABLE I 4a.3' 4a.3' YES 1 4 3 EXIST. COVER 1 PER 100 S.F.OF OFFICE RECEIVED DRAWING TITLE: EXI T. O O - - OF 8'�X12' OFFICE FLOOR AREA(� [sL015-:7-1 2m 84q -04 4lgq 48.0I 'DEEP DRYWELL ___ FRONT YARD #2 VARIABLE 7.a 7.a YES JUN Q 2 2023 PROJECT LOCATION & SCOPE LA N I / TOTAL REQUIRED(ROUNDED UP): 48 I OFF-STREET PARKING COMPLIANCE - EXISTING USE SIDE YARD 25.0' 18.0' 15.0' NO SITE PLAN & ZONING DATA Southold Town u - REQUIRED PROVIDED BOTH SIDE YARDS 50.0' 103.4' 103.4' YES Planning Board TOTAL PARKIN&SPACES 4b(5) 36 - PER TOWN OF SOUTHOLD CODE 280-50, STRUCTURES SHALL BE SET BACK EITHER 100' FROM THE m \1 .1b RIGHT-OF-WAY OR A MINIMUM OF THE AVERAGE OF THE SETBACKS OF THE ADJACENT TOTAL PARKING AREA(S.F) Ibb00 S.F.(a) 16,244 S.F. DEVELOPED PARCELS. PAGE: G-001m00 � OFF-STREET PARKING REQUIREMENTS - PROPOSED USE � ' - " ' r A \ \ TYPE OF REQUIRED NUMBER OF PARKING PARKING 4j \ FLOOR AREA (S.F.) TOTAL TOTAL \ USE PARKING SPACES lU L f SPACES SPACES ` �► <` DATE: 05/05 23 \ i-2 #3A #35 #4 #5 TOTAL REQUIRED PROVIDED �` "f ' • :• - / 1 OF 8 OFFICE I PER 100 S.F.OF (2) 12'73 14'72 241 - - 2g8b 2q.Bb Ib \ FLOOR AREA C - -a•- qr r ' ��� �� S�B� GT {) RETAIL 1 PER FLOOR AREA BOSS _ _ 253 84q 71g 1821 g.11 10 _ �/ TOTALS(ROUNDED UP): 3q DA�a�,. 1 SITE PLAN HATCH KEY: OFF-STREET PARKING COMPLIANCE - PROPOSED USE / REQUIRED PROVIDED cd .y ' '31f `r PROPOSED CHANGE OF USE TOTAL PARKING SPACES 3q /36IL 36 _ oG PROPOSED CHANGE OF USE TOTAL PARKING AREA(S.F) 13,650 S.F.(a) 16 244 S.F. �` "' UNDER SEPARATE APPLICATION -PER TOWN OF SOUTHOLD CODE 2b0-1b PROPOSED COMBINATION OF UNITS s-OFFICE FLOOR AREA EXCLUDES CLOSETS,ENTRY VESTIBULES MECHANICAL AREAS,AND RESTROOMS. .{ iOf- UNDER IL oil SITE PLAN SEPARATION APPLICATION 3-WHILE THE NUMBER OF PROPOSED OFF-STREET PARKING IS LESS THAN REQUIRED,THE PROPOSED CHANGES "'� ♦� OF USE DEGREASE THE EXTENT OF EXISTING NON-COMPLIANCE. LOCATION MAP a-35o S.F.OF PARKING AREA REQUIRED PER PARKING SPACE,AS PER 280-?B.G. SCALE: 1" = 15'-0" SCALE: 1" = 500'-0" NOTES � SFEG I F I G,AT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS ABBREVIATIONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 875) UNLESS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL GLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. _ IT Is THE T ALR TIMES. I RESPONSIBILITY TO KEEP THIS RESPONCONSTRSIBILITTIONY TO READ ALL NOTDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY - TO��ETHER AT ALL TIMES. IT IS ALSO THE GONTRAGTORS RESPONSIBILITY TO READ ALL NOTES, BD. � BOARD INSUL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. l[INTERIOR a 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING &LASS DOORS, 5KY-IGHTS, AND ANY 6LA55 UNIT INSTALLED ILD BLDG. BUING K KIPS (1000 LB5) � GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, _ W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" (THIS DOCUMENT ►5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. LJJ APPLICABLE BUILDING DEPARTMENT. BM I[BEAM MANU. SPEC.s MANUFACTURERS SPECIFICATIONS co 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'5 WOOD FRAME GON57RUCTION MANUAL AND THI5 PS FORMAT, AS -� APPLICABLE AS A DERIVED WORK). 4. ALL CLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH C-J 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR B.O. BOTTOM OF MAX. MAXIMUM MANUFACTURER'S SPECIFICATIONS. __ _ � Q .N (V ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, Ln STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE BOT. BOTTOM MEGH. MEGHANIGAL PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, _ � 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. .- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL MIN. MINIMUM l AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING �� _ O 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF RULES SPECIFIED IN 1.1 THROUGH I.B. �; C9 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, ANY OTHER TYPE OF &LASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. i 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY Z O U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, O O N OF THE OWNER/BUILDER -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC, BG NEW YORK CITY BUILDING GODS a 1 INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED __ '� Ln Y � 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. T U 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER x N SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING " WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH THE THE 8. ALL GLASS I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS - O - 1 WITH THE WORK. 8. MIN. HEADER TO BE (2) 2 xl0' UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBE. DOUBLE OGG. OCCUPANCY O O C9 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR �_ 0 m Z q. ALL WOOD SILLS AND WOOD IN CONTACT WITl I MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 4-J a-' Ln 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL w1NDOw5 TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N C6 UNLESS APPROVED BY THE ARCHITECT/ENCINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. ANOTHER WINDOW MANUFACTURER, IT I5 THE RESPONSIBILITY OF THE -- �� Q 0 a 10. ALL EXTERIOR SHEATHIN& SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION P. GONG. POURED CONCRETE -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - ON PAGE G-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED - BEFORE THE START OF FRAMING ROOF AND IS OF GDX CRAVE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS ---- 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: A55EMBLIES USING PREFABRICATED REQUIREMENTS. EA. EACH l PLYWD. PLYWOOD ^ ` - - - - w g. DO NOT SCALE DRAWINGS, WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A57M D5055 WRITTEN DIMENSIONS TAKE PRECEDENCE 11. 5UB FLOORING,GENERALLY,TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION P.T. PRESSURE TREATED NAILING AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TEMPERED &LASS. -- -- 10. OWNER✓BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH DOCUMENT, HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. -- - - APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING Ri RISER II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MISSILE TEST OF ASTM EIgg6 AND ASTM EI886 AS MODIFIED BY 2020 NYS BG -- AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR r , _ 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF AN51/DA5MA IIS. F.A.I. FRESH AIR INTAKE R.R. l ROOF RAFTER V RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' CRo55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE n EXCEED 8'-0" AND AT EVERY &'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. STEEL of 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNE55 OF NOT LESS THAN a"AND A SPAN OF NOT MORE THAN &' SHALL -__- - W�� 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT S.V. SMART VENT LLJ 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 0-005. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 U51NO PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ■ TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRU55ES 5HALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS,ETC.,GLEAN CLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DF-51ON STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED f�J, c 15. THE CONTRACTOR SHALL CARRY wORKMAN'S COMPENSATION AND GENERAL IT PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. �F.J. FLOR O JOISTS I THK. � THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES L AND ORDINANCES. 0. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FIRE AND SMOKE PROTECTION FEATJRES (FOUND. FOUNDATION T.O.W. TOP OF WALL l GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C36 SPECIFICATION FOR GYPSUM I. FIRE-RE515TANGE RATINGS OF BUILDING ELEMENTS, COMPONENTS, OR -- - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 03.7 SPECIFICATION FOR GYPSUM LATH, OR A5TM C7g ASSEMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH TEST PROCEDURES FRCE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q ` ^ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. SET FORTH IN A5TM E111 OR UL 263,AS PER SECTION 705.5 OF THE 2020 NYS - - �J COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING BUILDING CODE (NYS BC,). FR. FRAME l TYP. TYPICAL n 1 AS PER PACE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL ---- as VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI A135.4 BASIC HARDBOARD OF 2. ALL NONCOMBUSTIBLE MATERIALS MUST MEET THE REQUIREMENT5 OF SECTION �FRPR. If FIREPROOF U.O.N. [UNLESS OTHERWISE NOTED l ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. '705.5 OF THE 2020 NYS BC. AOAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. l VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: 3. ALL FIRE-RESISTANCE-RATED GLAZING SHALL BE IN ACCORDANCE WITH THE THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD SECTION 703.6 OF THE 2020 NYS BC. GYP. BD. � GYPSUM BOARD V.I.F. VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.b.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WOR CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 4. ANY ACCESSIBLE CONGEALED AREAS REQUIRING PROTECTED OPENINGS OR H.D. HOLD DOWN w/ [WITH K 1 ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED MANUFACTURER SUCH AS: HANGERS,NAILS,SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS ----- WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY OR STENCILING IN THE CONGEALED SPACE PER SECTION 703.7 OF THE 2020 NYS HDR HEADER CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR BC. -- EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR l�HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 5. THE FIRE RESISTANCE RATING OF PENETRATIONS AND JOINTS SHALL BE IN --- PARTY INDEMNIFIED HEREUNDER. A. TRU55 J015T McMILLIAN IAE MIGROLAM ACCORDANCE WITH SECTIONS 714 4 715 OF THE 2020 NYS BC, RESPECTIVELY. HOR. HORIZONTAL l B. 6EORGIA PACIFIC 2.OE 6-P LAM 1.82. ORIENTED-STRAND BOARD (0515), WAFER:BOARD ORIENTED-5T'RAND I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 6. ALL FIRE DOORS SHALL COMPLY WITH TABLE 716.1(2) OF THE 2020 NYS BC. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT T ALL FIRE WINDOWS SHALL COMPLY WITH TABLE 716.1(3) OF THE 2020 NYS BG. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. FIREBLOGKING AND DRAFT5TOPPING SHALL BE INSTALLED IN ACCORDANCE AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 6OVERNING BUILDING CODE, WITH SECTION 715 OF THE 2020 NYS BC. FIREBLOCKING AND DRAFTSTOPPING IS AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL REQUIRED IN COMBUSTIBLE CONGEALED SPACES, BETWEEN HORIZONTALNERTIGAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY 5PAGE5, AND WITHIN CEILING 4 FLOOR ASSEMBLIES EXCEEDING 1,000 S.F. Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. q. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SECTION g06 OF THE 2020 NYS BC. EXTINGUISHERS SHALL BE SIZED 4 LOCATED OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS IN COMPLIANCE WITH TABLE g06.3(I)FOR ORDINARY HAZARD OCCUPANCY. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR MEANS OF EGRESS 4 ACCESSIBILITY IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC, FIBER INSULATING BOARD. I. MEANS OF EGRESS SHALL BE PROVIDED IN FULL COMPLIANCE WITH CHAPTER 10 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. OF THE 2020 NYS 50, AND SHALL EE MAINTAINED IN ACCORDANCE WITH THE NYS SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN D FIRE GORE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK AGGESSIBILITY STANDARDS. 2. DESIGN OCCUPANT LOADS USED TO DETERMINE MEANS OF EGRESS THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS HAVE BEEN DETERMINED PER SECTION 1004 OF THE 2020 NYS BG. 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. 3. ALL ROOMS OR SPACES CONSIDERED AS AN ASSEMBLY OCCUPANCY SHALL COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. HAVE THE OCCUPANT LOAD OF SUCH AREA POSTED NEAR THE MAIN EXIT IN A 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CONSPICUOUS MANNER, AS PER SECTION 1004.-1 OF THE 2020 NY5 BC. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 4. WALKING SURFACES ALONG MEANS OF EGRESS SHALL HAVE A SLIP-RESISTANT I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND SURFACE AND BE SECURELY ATTACHED. /n STATE BUILDING CODE, 2020 NEW YORK STATE PROPERTY MAINTENANCE SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). Z CODE, AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 5. EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING IN w GORE. SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG E30LTS SHALL COMPLY WITH ANSI/ ACCORDANCE WITH SECTION 1028 OF THE 2020 NYS BC. 2 SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 515.2.1 SQUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). 0 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. b. MEANS OF EGRESS DOORS SHALL COMPLY WITH SECTION 1010.1 OF 2020 NYS 0 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BC. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN �u (AF4PA) AMERIGAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, 7. MEANS OF EORE55 DOOR OPERATIONS AND DOOR HARDWARE SHALL BE _ TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS COMPLIANT WITH SECTION 1010.1.41 OF THE 2020 NYS BG. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. A5 SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PLUMBING CODE. SECURE w/(2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 5. ILLUMINATION OF THE MEANS OF EGRE55, NOT TO BE LE55 THAN I FOOTGANDLE EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPING SIZE AND (II LUX) AT THE WALKING SURFACE,SHALL BE PROVIDED AT ALL TIMES THAT A Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ROOM OR SPACE 15 OCCUPIED, IN ACCORDANCE WITH SECTION 1005 OF THE MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 2020 NYS BC. HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN& BUILDING CODE AND ANY TABLE 1604.5 CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S g. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED PROJECT: CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. BY THE PREMISES'ELECTRICAL SUPPLY, AS PER SECTION 1005.5 OF THE 2020 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE &" LONG NYS BC. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL GROUND SNOW LOAD 25 LBS w/6" RISE 4 w/(2) s/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SYSTEM SHALL AUTOMATICALLY ILLUMINATE EGRESS AREAS PER 2020 NYS BG N 0 FO CENTER SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. SECTIONS 1009.3.1 - 1005.3.4, AND SHALL PROVIDE POWER FOR AT LEAST q0 STRUCTURAL MEMBER ALLOWABLE DEFLECTION BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: MINUTES USING STORAGE BATTERIES,UNIT EQUIPMENT,OR AN ON-SITE GENERATOR. N ITS #3A & #3 B ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES --- CONSTRUCTION;5STD 10-qq AND 2015 SBG HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 10. EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT EXPOSURE CATEGORY B CONSTRUCTION MECHANICAL CONNECTIONS: AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE SIGN READILY VISIBLE FROM ANY DIRECTION OF EORES5 TRAVEL PER 2020 NYS ROOF MEMBERS SUPPORTING PLASTER OR STUCCO CEILING L/360 I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALL5, I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MPSON" MAY BE MANUFACTURER'S CODE EVALUATION REPORTS. Br, SECTION 1013. EXIT SIGNS SHALL BE PLACED SUCH THAT NO POINT IN AN EXIT SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100 FEET OR THE LISTED ROOF MEMBERS 5UPPORTIN& NON-PLASTER CEILING L/240 SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 22.7. SGREPgS: SCREWS SHALL COMPLY WITH ANSI/ASME B Ibb.1 VIEWING DISTANCE OF THE SIGN, WHICHEVER IS LESS. 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT WOODSCREW5 (INCH SERIES). WEATHERING SEVERE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ROOF MEMBERS NOT SUPPORTING CEILING L/180 10200 MAIN RD BY "SIMPSON" MANUFACTURER. II. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED PER 2020 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. NYS BG SECTIONS 1015.5 OR 1015.6, RESPECTIVELY. ILLUMINATION SHALL BE FROST LINE DEPTH 3'-O" MATTITUCK, NY 11952 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES PLUMBING PROVIDED AT ALL TIMES AND EXIT SIGNS SHALL BE CONNECTED TO AN FLOOR MEMBERS L/360 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EMERGENCY POWER SYSTEM WHICH PROVIDES CONTINUED ILLUMINATION OF NOT TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL INDICATED IN "SIMP50N" PRODUCT LITERATURE. THERE MAY BE SEVERAL SYSTEMS TO NYS PLUMBING CODE AND NYS DEC, REGULATIONS. LE55 THAN qO MINUTES IN CASE OF `RIMARY POWER LOSS, AS PER 2020 NY5 BG W EXTERIOR ALLS W/ PLASTER OR 5TUCC0 FIN15H L/360 AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY SECTION 1015.6.5. DRAWING TITLE: LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY 'SIMPSON" 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 12. A SIGN STATING "EXIT" IN VISUAL CHARACTERS, RAISED CHARACTERS, AND EXTERIOR WALLS W/ BRITTLE FINISHES L/240 GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION BRAILLE AND COMPLYING WITH IGG AI17.1 SHALL BE PROVIDED ADJACENT TO STRUCTURAL DESIGN CHARTS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 5 INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER AND AT BASE OF VERTICAL WASTE PIPES. EACH DOOR TO AN EXIT PASSACEW.AY AND AT THE EXIT DISCHARGE, AS PER EXTERIOR WALLS W/ FLEXIBLE FINISHES L/120 AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. MANUFACTURER PROCEDURES SHAONS L THE PRODUCT BEING INSTALLED. 2020 NYS BG SECTION 1015.4. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8' PER INTERIOR PARTITIONS W/ PLASTER OR STUCCO FINISH L/360 [�RECEIVED 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER FOOT. 13. REQUIRED 51GNAGE OF ALL ACCESSIBLE AND INACCESSIBLE AREAS MUST RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS ALL SPECIFICATIONS OF THE PRODUCT BEING INSTALLED COMPLY WITH SECTION 100CIA OF TI-E 2020 NYS BO. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: INTERIOR PARTITIONS W/ BRITTLE FINISHES L/240 RAFTERS -1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - DISH WASHER.........................................2" JUN 0 2 2023 ARCHITECT - KITCHEN SINK........................................2" INTERIOR PARTITIONS w/ FLEXIBLE FINISHES L/120 PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER SEARING. - LAVATORY...............................................2' Sout o d Town SHOWER/TUB......................................2 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY 8• ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM - TOILET........................................................3" Planning Board 16" WITHIN 4' OF EXTERIOR CORNERS. HANGER SHALL BE ALLOWED TO BE 5UB5TITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. - LAUNDRY ................................................2" b. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED - FLOOR DRAIN..........................................3" 5TRUGTURAL DES I CAN LOADS G-002m00 TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" OF J" AND 3"x3"xi" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE ELECTRICAL: THROUGH ROOF. PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM USE LIVE LOAD DEAD LOAD BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE T PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 DATE: 05/05/23 2 OF $ FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS ENERGY CONSERVATION CONSTRUCTION CODE. DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW FIRST FLOOR AREAS AND AT SPACING NOT EXCEEDING 4' ON CENTER. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON PROTECTION. OTHER FLOOR AREAS 100 psf 15 psf COMPLETION OF W WASTE GUARDRAILS AND HANDRAILS GYPSUM WALL 80ARD 8. FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 50 plf / 200 Ibs 15 psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT WITH BACK FLOW PROTECTION. (LIVE = LINEAR / POINT) COMPOUND METHOD. 3. SMOKE/CARBON MONOXIDE DETECTORS, IN CONFORMANCE WITH NFPA 72 SHALL BE VERIFIED. WHEN NOT PRESENT PROVIDE HARD WIRED DETECTORS w/ q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ..� 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS BATTERY BACK-UP IN COMPLIANCE w/2020 NYS BG gl5 4 LOCAL CODE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) E�SD A f` OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE DEEMED APPLICABLE. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR TO CONGEALMENT OF PLUMBING. 3. 5/8",ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS : (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. ; s r NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED :'�?!I!` O IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING � EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL NOR ANY POTENTIAL DAMAGE THEREOF. CONCRETE PANELS OF 5/&" THICKNESS MINIMUM. �? - as ; •J 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE 740�a (� TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. or j4r-N1A 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-005. FAST SCH AGGESS I BLE PLUMB 1 NO ELEMENTS i$ FAQ I L I T I ES DETAILS ('DER I CiC, A I I-7. I GHAFTERS 5 1$ 6) NOTE: THIS SCHEDULE DOES NOT E INCLUDE NAIELI�NG FOR ETAL FRAMING STRAPS ULE A BATHROOM NALL BLOGX I NO *UNITS OF MEASUREMENT OF THE DIMENSIONS PROVIDED ARE INCHES (TOP MEASUREMENT) AND MILLIMETERS (BOTTOM MEASUREMENT)* (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q AND ROUGH OPENING FRAMING REQUIREMENTS) 0 ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE LLJ Other fixtures not allowed (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.I) L1 within this area r� L-2"4—' 36 max 42 ---- - 1070x 24"n FASTENER SPEC. FASTENER 15 915 _I r- - 610 12" MIN 12" MIN DESCRIPTION AND QUANTITY SPACING Q L�j i t`JI 1 24 rain V I 610 ROOF i$ GE I L I NO FRAM I NO r- 1 �� � x �� TOILET PAPER — � '— O E N 0 36 MAX _ - -' I Seat height �; E E N r p- - - 17-t9 m .rSection a � D' Z/ � z RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER N z O 430-485 X z X E - CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST a .� U L---------- � -� 1 = _ x0 0 N 60 min I 1525 } m fry m (ry CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP 42 max OO m � CO FIG.604.4 1070 4-1 cc Lr7 FIG.604.3 SIZE OF CLEARANCE FOR WATER CLOSET WATER CLOSET SEAT HEIGHT (a)Protruding Dispenser Below Grab Bar (b)Protruding Dispenser Above Grab Bar (c)Recessed Dispenser 12" MAX CEILING J015T LAPS OVER PARTITIONS (FACE-NAIL) q-1bd COMMON EACH LAP Q a C O 42 MIN COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 0-003 PER TIE G HATER CLOSET PLACEMENT TOILET PAPER DISPENSER PLACEMENT (FIG. 604.1) REINFORCED AREAS FOR INSTALLATION OF BLOCKING TO RAFTER (TOE-NAIL) 2-6d COMMON EACH END n , GRAB BARS AT WATER CLOSETS RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END W � 36 min 39-41 915 12 min 4 t0 4,8 e 990-1040 305 perimeter 24 min 54 min E 0 610 200-120 WALL FRAMING 12 max 1370 t'12 -- 305 11/4-2 2 max 38 1 42mm TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON PER FOOT 1065 32-51 51 o I cl TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. 51DE U .- LSecbm o m rn to co N A I N O T STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.C.�— , / min L / RAF I NO 9 W I N�OI�I BOOR #��A��R / -�-� m (a)Circular (b) W 38 HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES • Noncircular NOTATION: A - NUMBER OF 5d NAILS ® EA. END OF STRAPPING (20I8 WFGM,TABLE 5.-i,P. I6c1) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FIG. FIG.609.3 B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 5.25B,P. 2cil) / 1 FIG.604.5.1 FIG.604.5.2 SIZE OF GRRABAB BARS � BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, v SIDE WALL GRAB BAR FOR WATER CLOSET SPACING OF GRAB BARS C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 5.250,P. 2412; 2-I6d 1,2 COMMON PER FOOT REAR WALL GRAB BAR FOR WATER CLOSET ALTERNATE AS PER TABLE 5.25D,P. 2015) ENDJOIST, or BLOCKING (PAGE-NAIL) _ I GRAB BARS PLACEMENT GRAB BARS SPECIFICATIONS D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE A D (20I6 WFGM,TABLE 5.1,P. I6a) FLOOR FRAM I NO •— E - NUMBER OF JACK STUDS ® EA. END OF HEADER(20I6 WFGM,TABLE 5.22F,P. 266) ^ G F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) 0 EA. 5IDE �J J 15 min (DOES NOT APPLY TO DOORS) (200 WFGM,TABLE 5.8,P. IcII) JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST W 380 8 min a 5 max 205 LJ sos r----------- 1 E BRIDGING TO JOIST (TOE-NAIL) 2-6d COMMON EACH END F 1 FASTENING SCHEDULE B BLOCKING TO JOIST (TOE-NAIL) 2-6d COMMON EACH END c _ i E ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS i 1 + 1 E, 1Y230 1 0^ (IN ACCORDANCE HITH WOOD FRAME CONSTRUCTION MANUAL 2016 EDITION) BLOCKING TO SILL or ' E o —� + 1 I 3-I6d COMMON EACH BLOCK E 1 9min i ' -- I I A TOP PLATE (TOE-NAIL) z3o I 1 _. •� W- .1 ----------- NO x L A B G D E F G LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST E -- R000H OPNG JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-6d COMMON PER JOIST a g_ TS max 6 max 17-2lb 11 635 150 430-635 min 280 2'-O" 2 I I I I I BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST (b)Elevation Plan Elevation Plan 4'-O" 4 I 2 2 2 2 1 FIG.606.3 Elevation BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT HEIGHT OF LAVATORIES AND SINKS FIG.602.5DRINKING FOUNTAIN SPOUT LOCATION FIG.306.3KNEE CLEARANCE FIG.306.2TOE CLEARANCE . - PROVIDE (2) 2"xl0" HDR (MIN.) U.D.N. 6'-O" 5 I 5 3 5 5 (6) - REQUIRES SILL PLATES OF 2"xb" (MIN) ROOF SHEATHING LAVATORY/SINK PLACEMENT DRINKING FOUNTAIN PLACEMENT KNEE 8 TOE CLEARANCES 6'-0" 7 2 3 4 4 4 STRUCTURAL PANELS: INTERIOR ZONE 6d COMMON 6" EDGE / 12" FIELD PERIMETER EDGE ZONE s 6d COMMON 6" EDGE / 6" FIELD GABLE ENDWALL RAKE OR RAKE TRU55 H/ 6d COMMON 4" O.G. UP TO ct" RAKE OVERHANG GE I L I NO SHEATHINO GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD WALL SHEATHINO STRUCTURAL PANELS 6d COMMON 6" EDGE / 12" FIELD GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Z w FLOOR SHEATHINO (SUBFLOOR) o U STRUCTURAL PANELS: I" or LESS: 6d COMMON 6" EDGE / 12" FIELD LU GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH N 0 FO CENTER SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. U N ITS #3A & #3 B RECEIVED JUN 0 2 2023 10200 MAIN RD bout o d Town MATTITUCK, NY 11952 Planning Board DRAWING TITLE: ACCESSIBLE PLUMBING ELEMENTS STRAPPING, & NAILING DETAILS FASTENING SCHEDULE PAGE: G-003mOO DATE: 05/05/23 3 OF 8 'N.. M. 037AVA A �� N�� OEI ` ERAL SNr�50L E*"%r : I— --II EXISTING TO BE DEMOLISHED �mI PARTIAL HEIGHT WOOD �� i=�� a. I— — —I h - 9 FRAME (L.G. STL. WHEN air � 1 � Q APPLICABLE) IL II EXISTING TO REMAIN < LUJ\ / II I W NEW FOUNDATION WALL --- , NEW WOOD FRAME (L.G. II I W STL. WHEN APPLICABLE) ^�� REMOVE II I J C6 EXIST. �t I (Y) PLUMBING NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL --- �FIXTURE5 I I Q - � WOOD FRAME (L.G. STL. El POST FOR 4" WALLS ___�_---__ _- -I I I C b7 (MIN. (2) 2"xb" STRUCTURAL II I �i i O +- WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. II �i�� -0 O NEW 2-HR FIRE RATED > r� I I �� �, }; C9 WOOD FRAME (L.G. STL. L �J i O N z 0 WHEN APPLICABLE) Li ----- ��\ a w L I CD \\ / a O X N` DEMOLISH J c INTERIOR WALLS d O O 4-+ PARTITIONS (TrPJ ALL EXISTING CABINETS, -O O m { n PLUMBING FIXTURES 8 O (11 O co I APPLIANCES TO BE REMOVED Q 0 a C O I IF ---------- -- I II ------------- J II I ^ ` O W Ld I I — II 1 r -- - 1 11 U �, 1 1 II •— --- - 1 1 0 �_J W �/ 1 1 1 TJJJ1jjj�ZZLd I I I ■ b'-4" 1 NO WORK TO BE DONE Li SCOPE OF WORK DOES / , NOT AFFECT THESE UNITS 4'_b j I `„J 1 IL TT 1 I I L--- l.J J T 111rrr�� -- -----_ Q I n I r------- -- 1 1 •V J > Ll am II II � II W Hz I I I I m I II II II XO II I I Q NO WORK TO BE DONE Q -- I I SCOPE OF WORK DOES DEMOLISH INTERIOR WALLS d U OFEMOVE POREQD NOT AFFECT THESE UNITS PARTITIONS (TYP.) HALL FOR NEW DOOR ____ DEMOLISH -_______� "r I / I INTERIOR WALLS Q I PARTITIONS (TYPJ \ �i� �lll] I L n ------- -- II II II II II II II II II � II II � II II I I REMOVE EXIST. WINDOW, I I 8 PORTION OF WALL AS I I REOV FOR NEW DOOR; I VI EXIST. HDR TO REMAIN I I VI n II II II � II II II II II II ~ II ) II EXIST. MEGH MEGH ROOM - ----- -------- ROOM riF UNFINISHED BASEMENT PROPOSED DEMOLITION PLAN - FIRST FLOOR (UNITS #1 1 #21 4 #5) Z ui EXIST. HALL 50ALE: 1/4" = 1'-0" 4,642 S.F. O ROSS AREA (ENTIRE FIRST FLOOR) 0 U RECEIVED EXIST. HALL — i JUN G 2 2023 LU a 0 Southold Town O O N O Planning Board PROJECT: I-«Z-ZZZ Z�� NOFO CENTER EXIST. ,� EX15T. UNITS #3A & #3 B OFFICE #1 (70 5. SPACE F.) (55 S.F) EXIST. 10200 MAIN RD WORK MATTITUCK, NY 11952 SPACE EXIST. STORAGE I (36 S.F.) RELOCATE (I loci S.F) I EXIST. 5INK-",, IFrr=s I DRAWING_ TITLE: NO WORK TO BE DONE AREA IS NOT PART OF A RENTAL UNIT AND IS - — — III " 11 EXISTING FOUNDATION PLAN SCOPE OF WORK DOES ACCESSED BY BUILDING MANAGEMENT ONLY. ILA�iJ NOT AFFECT THIS AREA AREA 15 NEITHER PART OF UNIT 5A NOR UNIT I EXIST. DEMOLITION PLAN 5B. DOORS TO STORAGE AREA REMAIN I _ _ I SECURELY LOCKED AT ALL TIMES- L� — 7ZZ ZTJ111 KITCHEN I EXIST. - — (b5 S.F.) I OFFICE #2 O 1 O O (70 S.F) 1 DEMOLISH 1 INTERIOR WALLS 8 PAGE: PARTITIONS (T(P) 1 I IF I --- - r --L--- -------- A-101. 00 fT�JJJ�jl� I I I� III I u � II u I I � E E: 05/05/23 4 0 F S 11 II EXIST. EXIST. EXIST. WORK WORK I I OFFICE #3 SPACE SPACE 1 1 (144 S.F.) (70 S.F) 5.F.) dED o �r k,-.. (P ..? 'A 0 EX I STI NO FOUNDATION PLAN (COMMON AREAS a UNIT #3) 2,600 S.F. OROSS AREA (ENTIRE FOUNDATION LEVEL) 50ALE: 1/4" = 1'-0" GENERAL 5�t,�-150L E),*O : EXISTING TO BE DEMOLISHED PARTIAL HEIGHT HOOD FRAME (L.G. STL. WHEN CL Q APPLICABLE)i EXISTING TO REMAIN M �.{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LV �----i 5TL. WHEN APPLICABLE) \1 J C6 MIN. (2) 2"x4" STRUCTURAL V 't NEW I-HR FIRE RATED ® Q •— N WOOD FRAME (L.G. STL. P05T FOR 4" WALLS C U0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O `— POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED — }: (O4 WOOD FRAME (L.G. 5TL. i O O N z 0 WHEN APPLICABLE) Lo O X N O 4- � 00 m Z O � o � <c � a2o S � -�---� 70 U •— W -�--� m \� U L 0) Q •— CL (3) cn NO WORK TO BE DONE SCOPE OF WORK DOES NOT AFFECT THESE UNITS EXIST. SLAB ON GRADE H Z w 0 U cd _ N RECEIVED 0 NO WORK TO BE DONE �`--! PROJECT: 50OPE OF WORK DOES JUN 0 2 2023 NOT AFFECT THESE UNITS old Town NOFO CENTER Planning Board UNITS #3A & #3 B 10200 MAIN RD MATTITUCK, NY 11952 DRAWING TITLE: EXISTING FLOOR PLANS PAGE: A-102mOO DATE: 05/05/23 5 OF 8 L ED ARC ��\� M. ! �� ��A I. EX 15T 1 NO FOUNDATION FLAN (UNITS #4 #5) EX I ST I NO FIRST FLOOR PLAN (UNITS #4 #5) 2,600 S.E. OROSS ARE, (ENTIRE FOUNDATION LEVEL) SCALE: I/4" = I'-o" 4,642 S.F. OROSS AREA (ENTIRE FIRST FLOOR) SCALE: 1/4" = i'-o° FOF NEB OENERAL S***rM50L <E**%r : I I , .. 5 6 q PARTIAL HEIGHT WOOD "" = __ _., EXISTING TO BE DEMOLISHED FRAME (L.G. STL. WHEN I--� APPLICABLE) li O � EXIT Q F--� EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL '" EW 0 _w _ ;, 3Qx6 GO ON VESTIBUL L1J STL. WHEN APPLICABLE) % ," �:. -w�-F +^-+ NEW NISEX 1O AREA AREA _I m n, A.D.A..A.-G6MPLIANT (75 S.F.) NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V � 4 � O Q �+ N r-� WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS j + s BATHR M 17 •� L0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL *� y 1 POST FOR b" WALLS), U.O.N. ' 6,_7„ 2 NEW 2-HR FIRE RATED f I � � O WOOD FRAME (L.G. STL. ` ll } EXIT TIP i � >' Q0 O C `N O WHEN APPLICABLE) 5 6 a I 0 p 9 f ® m I T U J �+ 6'-5° a X CV m ��- O m W N +� c N O '� r o Q a: O _ a - NEW " O CLOSET ADA IN-SWING DOORWAY: UNIT #3A CODE REFERENCE: 2017 IGG AII7.1 505.5 8 605.2.2 EXCEPTIONS. > �� _ 3 x a UIN •— z n , D '-10" SM/GO O �/ < J m 6 3 I 4 W NEw IL NO WORK TO BE DONE I 12 RETAIL SPACE N zp SCOPE OF WORK DOES NOT AFFECT THESE UNITS NEW (275 S F) w O� CONFERENCE I I I O O Q I ROOM UNIT #3B z F,O > ai O p_E 6 (126 5.17.) I Q �- •— w _p X I +s Fy v$ w tu i p I- NO WORK TO BE DONE w LL. NEW(2)> QO 1.75"xq.5" SCOPE OF WORK DOES m O < G.P. 2.OE NOT AFFECT THESE UNITS GLASS O i z0 LVL HDR WALL d 3 m m U DOOR I SM/CO 2gx6� a K 7 NEW NEW MANAGER OFFICE SPACE OFFICE 2 (4cf7 S.F.) O (24I S.F) iv it EXIT > UNIT #3B 6 15 3 0 16 EXIST. qI F EXIT EXIT `fl MEGH ROOM SM/GO 3 ROOM 14 5 13 +s� e 16 g SM/GO AREAS EXIST. ;HED EXIST. HALL COMMON UNFINISH FROPOSED FIRST FLOOR PLAN (UNITS #I -2, #5A, 4 #5B) x uII-_ BASEMENT Z tu 4,642 S.E. O ROSS AREA (ENTIRE E I RST FLOOR) SCALE: 1/4" = 1'-0" g U RKEIVED EXIST. HALL JUN C 2 2023 d) Sou hol own W I IA m RELOCATE Plan iing oard O O S. EXIST. SINK d STL. GIRDER �5�'' PROVIDE NEW COUNTER l' ,,o FLOOR PLAN NOTES PROJECT: EXIST. � m 5 DOOR NOTE: ACCESSIBLE ENTRAGE N O FO CENTER OFFICE #i I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O6 (70 S.F.) I x LA QN 1 PLANS BY 'JELD-WEN' (OR EQUAL). I. ACCESSIBLE DOORWAY AS PER IGG All•7.1,CHAPTER 4. 2. V.I.F. EXIST. DOOR DOES NOT INCLUDE CLOSER 8 UNITS #3A & #3 B 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON LATCH;REMOVE COMPONENTS IF CURRENTLY EQUIPPED. 6 I Op 2�x6� PLANS BY 'THERMATRU' (OR EQUAL). 3. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HEIGHT. Q 5.om' 4 DOOR INSTALL AS PER MANU SPEG.'s PORTABLE FIRE EXTINGUISHER: Z .4 TO SELECT ZLI�j I 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS O I. PROVIDE (1) PORTABLE 2A:I05:0 FIRE EXTINGUISHER 3 Xv 6.PROVIDE (2) 2"xb" HDR.,U.O.N. (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN in uIN 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING ELEMENTS COMPLIANCE w/2020 NYS Br- q06. NEW WORK AROUND DOORS (TYP. FOR ALL) U.O.N. 2. EXTINGUI5HER SHALL BE LOCATED IN A CONSPICUOUS 10200 MAIN RD w OX AREA LOCATION THAT 15 READILY ACCESSIBLE AND MATTITUCK NY 11952 Nui (49 S.F.) IA FIRE RATED DOOR: AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL EXIST. STORAGE I ®� — — I VERIFY EXIST. 3QX6 1.5 HR. SELF-GLOSIN6 STEEL DR. NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. J Q -3'-O" NEW d PROVIDE NEW IF NOT PRESENT. 3. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED (Iloa S.F) DRAWING TITLE: OFFICE #6 ' HANGERS E BRACKETS OR WITHIN CABINET USED TO ? �- 6 2-HR, FIRE RATED INTERIOR WALL CONSTRUCTION• HOUSE PORTABLE FIRE EXTINGUISHERS. CABINETS AREA IS NOT PART IN A RENTAL UNIT AND IS S.F.) O2 V.I.F. EXIST. CONSTRUCTION CONFORMS TO UL DES16N NO. SHALL NOT BE LOCKED. PROPOSED FLOOR PLANS ACCESSED BY BUILDING MANAGEMENT ONLY. U305 IN CONFORMANCE w/UL 263 STANDARDS,OR 4. LOCATE BOTTOM OF EXTINGUISHER AT LEAST 4" ABOVE AREA IS NEITHER PART OF UNIT 3A NOR UNIT - EXIST. I - — I PROVIDE NEW. SPECIFICALLY: FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5' 3B. DOORS TO STORAGE AREA REMAIN OFFICE #2 - — - PROVIDE (2) 1" DENS GLASS FIRE RATED 5HEATHIN6 ON ABOVE FLOOR. FOR EXTINGUISHERS WITH GROSS SECURELY LOCKED AT ALL TIMES m (70 S.F) L — _ _ }� q I BOTH SIDES OF WALL. WHEN WALL CONTAINS OPENING, WEIGHT EXCEEDING 40 LBS, LOCATE 50 THAT TOP OF FIRE-RATED CONSTRUCTION SHALL INCLUDE HEADER, EXTINGUISHER 15 NO MORE THAN 3'-6" ABOVE FLOOR. u _ WALL-SPACE ABOVE OPENING, d POSTS. TURNING SPACE: dJ EXIST. STL. GI R 10 O O O SMOKE DETECTOR / Co DETECTOR NOTES: 60"m (MIN) OR T-SHAPED TURNING SPACE IN COMPLIANCE 3 -- 3 1. ROOMS/SPACES w/SM/CO DETECTOR INDICATED ON w/ IGG AI17.1,SECTION 304. PAGE: 2&x6$ PLAN SHALL BE CHECKED IF EXIST. HARD WIRED SM/CO UNIT #3A DETECTOR EXISTS. NEW FLOOR: 2.IF NONE - CONTRACTOR SHALL PROVIDE CODE II 1. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); 1 COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. ® ®� . DETECTOR HARD WIRED TO EACH OTHER w/BATTERY INTERIOR. NEW BACKUP. 2.NEW FINISHED FLOOR TO MA 00 No WORK TO BE DONE OFFICE #5 3.INSTALL ALL AS PER MANU. SPEG.'s TCH EXIST. SCOPE OF WORK DOES a a (86 S.F.) 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 12 RAILING NOTE: NOT AFFECT THIS AREA `X IN COMPLIANCE WITH 2O20 NYS Be— ql5 4 LOCAL CODE. 1. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT cV cV NEw HANDRAIL $ SPINDLE SPAG NG NOT TO ALLOW DATE 050523 GH : I I cv NEW EXHAUST FAN SHALL BE INSTALLED WHERE � �OFFICE #4 i O4 VENTILATION 15 NOT MET BY MEANS OF NATURAL PASSAGE OF A 4" m SPHERE 6 OF 8 NEw OFFICE #3 (112 S.F) CIRCULATION THROUGH WINDOWS OR DOORS TO 2. 6RIPPABLE RAIL AS PER CODE s (100 S.F.) OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 3. RAILING TO BE WOOD TO MATCH EXIST. RAILING i 405.5.1.1; INSTALL AS PER MANU. SPECS SERVICE SINK 13 NEW SERVICE SINK SHALL BE PROVIDED IN INDICATED O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 LOCATION. �x ACCESSIBLE PLUMBING ELEMENT FURNACE '`�R�D A�C O ALL NEW ACCESSIBLE PLUMBING ELEMENTS 8 FACILITIES 14 (2) EXISTING FURNACES TO REMAIN ��� L TO COMPLY WITH IGG AI17.1 CHAPTERS 3 4 6. SEE AL50 STANDARD DETAILS ON PAGE 6-003. O WATER HEATER WATER DISPENSER (1) EXISTING WATER HEATER TO REMAIN Q ��• ` ` ' i �� O NEW WATER DISPENSER SHALL BE PROVIDED IN INDICATED OIL TANK LOCATION. WATER DISPENSER HAS BEEN DEEMED AN I6 (2) EXISTING OIL TANK TO REMAIN (n , �, y ACCEPTABLE SUBSTITUTION FOR DRINKING FOUNTAINS �` , � , ,�:s--� Ar REQUIRED PER NYS PC 410, AS APPROVED BY THE SUFFOLK ELECTRICAL PANEL �/ �c� r? COUNTY BUILDING DEPARTMENT. 17 EXISTING ELECTRICAL PANEL TO REMAIN �` O� 0 PROPOSED FOUNDATION FLAN (C N (COMMON AREAS � UNIT #5A) d+ 21600 S.E. OROSS AREA (ENTIRE FOUNDATION LEVEL) SCALE: 1/4" = 1'-0" MEANS OF EGRESS TABLE 2,B2, --- ----- - -- - ---- - -- - G iG -- FUNCTION FIRST EGRESS ROUTE SECOND EGRESS ROUTE (2) E IT Q OF SPACE ROOM OCCUPANT MAX. MAX. TRAVEL O ® 1 ROOM SIZE LOAD FACTOR OCCUPANT DISTANCE -- -_--_-- --- 0 - ----- - - X EN LIJ (1 100 5)TABLE (S.F.) (S.FJOGGUPANT) LOAD ALLOWED (FT.) (I) ROUTE MAX. TRAVEL ROUTE MAX. TRAVEL I COMMON VESTIBUL J CD DISTANCE (FT.) DISTANCE (FT.) NEW NISEX 1 AREA AREA cy) �(75 S.F)� . 17 A.D.A.-G PLIANT r a � � ♦ `CV 'I I' 1 LJ ACCESSORYxx1x (60 S.F.) 1 ' ♦ \, STORAGE STORAGE IIOq 500 4 100 / 200 LI 55.4 O E I T D �\ � � z co AREAS ---- - - - - - -- -- - -- - -- /� AA /� TOTAL: 4 0 A2 - =1,=2 ♦♦ \\ CL .- � d _ - -- --- -- - co R 2 x v cV EXIST. BUSINESS 1 - i 70 150 1 100 / 200 DI 61.4 D2 58.4 0 O Z W OFFICE #1 AREAS 1 Opp �, -- - - -- ---- - _ --- 4-� CV J � cu EXIST. BUSINESS 1 ` \_ Q O OFFICE #2 AREAS 70 150 1 100 / 200 EI 65.2 E2 62.1 A 1 I O NEW BUSINESS 100 150 1 100 / 200 FI 73.5 F2 70.5 2 OFFICE #3 AREAS ` NEW zz NEW BUSINESS r O 1 ` CLOSET � 112 150 1 100 / 200 GI '17.1 02 '74.6 1 0 OFFICE #4 AREAS __IF 1 d NEW BUSINESS a8 150 1 100 / 200 H 75.5 H a0.3 UNIT #3A ' 1 rn OFFICE #5 AREAS 1 2 - B2 1 -J ~ NEW BUSINESS - z as 150 1 100 / 200 11 62.a I2 67.& 1 i ♦ U OFFICE #(6 AREAS 1 _ ' ` NEW WORK BUSINESS 1 49 150 I 100 / 200 JI 58.8 J2 63.b1, 2 Y - �� AREA AREAS I �L NEW OFFICPq E BUSINESS 4Q7 150 4 100 / 200 AI 54.1 A2 16.0 ` 1 G RETAIL SPACE ` SPACE AREAS NO WORK TO BE DONE 1 1 1 2 SCOPE OF WORK DOES ` 1 (215 5.17) �,1Ey,� NOT AFFECT THESE UNITS NEW CONFERENCE BUSINESS 126 150 1 100 / 200 KI 51.1 K2 40.2 CONFERENCE 1 UNIT #3B `` L O - - ROOM AREAS - - - - ---- -- ROOM `� (126 S.F.) 1 1 1 TOTAL: 12 I V J 1 ., 1 w tL aD G o NESWPRAE��IL MERCANTILE 275 60 5 75 / 200 BI 4.7 B2 44.2 ` 1 `� O Q m __-___ NO WORK TO BE DONE ` 1 1 1 11 # NEW BUSINESS SCOPE OF WORK DOES 1 O ` MANAGER 255 150 2 100 / 200 GI 17.0 G2 56.2 NOT AFFECT THESE UNITS AREAS 1 OFFICE B B z - 1 I, 2 - ♦ 1 1 i � TOTAL: 7 L Q O - THE FIRST AND SECOND NUMBERS ARE THE MAXIMUM TRAVEL DISTANCES WHEN ONLY (1) EXIT AND MORE THAN (1) EXIT IS PROVIDED, RESPECTIVELY. AS PER 2020 NYS Br, �4GI, 2 - TABLES 1006.2.1 $ 1017.2. � � O �' C2 WHILE ONLY (1) EXIT IS REQUIRED PER 2020 IBC 1006.5 3, (2) EXITS ARE PROVIDED AND CONSIDERED. COMPLIANCE STATEMENT: 1 NEW op O THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYS Br, USING NEW 11 I ` MANAGER /✓� CHAPTER 3 4 CHAPTER 10 OFFICE SPACE r 1 OFFICE W11 S.F.) (241 S.F.) � D2,E2,12, M 2,1 �2,12,_J2,L1 40 1 �' UNIT #3B EDIT 1 1 - EXIT E IT 1 EXIST. XXXXAEXIST. MEGH 1 MEGH ROOM Ec A1,DI,El,�1, O O ROOM I, I, I, I, I 1 PROPOSED FIRST FLOOR EGRESS PLAN (UNITS #1 -2, #3A, I$ #5 3) EXIST. HALL AR'EARN UNFINIISHED SCALE: 1/4" = 1'-0" W i-[COMMON] BASEMENT �4/642 S.F. CROSS AREA (ENTIRE FIRST FLOOR) � -- - 2 REdEl TED D2,F-2,IF2,02,'�"'�2,I2,J2,LI O MAX. �GALGUL R a'D �BCE0o53APAGITY - - MINIMUM EGRESS SIZE DESIGNED ------ -- COMPONENT O 1 K DESIGNATION EGRESS GAP. PROVIDED COMPLIES? 6 14 o_wn D � � EXIST. HALL OCCUPANT EGRESS GAP. GAP. PER LOAD FACTOR REa'D (I N.) CODE (IN.) (IN.) 9 i Plan in oard -T� � (IN./OCCUPANT) w C H I D - ---- -- 0 O O 2, 2, 2, 2 1 A - DOOR 12 0.2 2.4 32 42 YES 1 O EGRESS 8 EMERGENCY DEVICE NOTES: B - DOOR 2 0.2 0.4 32 42 YES PROJECT: 40, I. REFER TO "FIRE d SMOKE PROTECTION FEATURES" _ EXIST. 1 1 �1,H2, ♦ AND "MEANS OF EGRESS 4 ACCESSIBILITY" NOTES ON PAGE 5-002 FOR GREATER DETAIL. G - DOOR 5 0.2 1.0 32 36 YES N 0 FO CENTER OFFICE ) IL_ � I I/ 2� ♦ UNITS #3A & #3 B ' `(70 S.F.) � N � ,^ J J � ♦ 2. IN THE EVENT OF POWER SUPPLY FAILURE, AN -- - --- EMERCENGY ELECTRICAL SYSTEM SHALL 1, 2 O D - DOOR 5 0.2 1.0 32 36 YES AUTOMATICALLY ILLUMINATE MECHANICAL ROOMS AS ' I 1 1 I 1 1-al PER 2020 NYS BG SECTIONS 1008.3, AND SHALL t J PROVIDE POWER FOR AT LEAST q0 MINUTES USING ' ` G i (y 1 ` STORAGE BATTERIES,UNIT EQUIPMENT,OR AN ON E - DOOR 5 0.2 1.0 5.2 36 YES 10200 MAIN RD Q GENERATOR. _11:: __J --- i NEW WORK ` 3. ALL DOORS SHOWN ALONG INDICATED EXIT ACCESS F - DOOR 12 0.2 2.4 MATTITUCK, NY 11952 1 J� AREA ROUTE5,EXCLUDING MECHANICAL ROOM DOORS, 32 36 YES \ - SHALL BE EQUIPPED WITH PANIC HARDWARE IN I- --- - EXIST. STORAGE � - - I 1 ` COMPLIANCE WITH NYS BG 1010.1.10. z ,....1� --` NEW w G - DOOR I 0.2 0.2 32 36 YES DRAWING TITLE: (IIOct S.F.) 1 "Y OFFICE #6 ` 4. FIRE ALARM 6 DETECTION SYSTEMS (INGLUDINC, z - AUDIBLE d VISIBLE ALARMS) ARE NOT REQUIRED FOR -AREA IS NOT PART OF A RENTAL UNIT AND IS - - 1, 2 (a5 S.F.) ` THE PROPOSED UNITS, AS NONE OF THE CONDITIONS O PROPOSED EGRESS FLOOR PLANS ' ACCESSED BY BUILDING MANAGEMENT ONLY. I 1 STATED BY NYS BC qO-1.2.2 k gO'7.2.7 EXIST. IL H - DOOR I 0.2 0.2 32 30 NO (I) AREA 15 NEITHER PART OF UNIT 3A NOR UNIT EXIST. OH 1 55. DOORS TO STORAGE AREA REMAIN OFFICE #2 1 ` 5. V.I.F. LOCATION OF EXISTING EXIT SIGNS. AT O � ' SECURELY LOCKED AT ALL TIMES- (70 S.F. ' I 1 LOCATIONS WHERE EXIT SIGNS ARE INDICATED ON 1 OR I I 0.2 0.2 32 32 YES 1 - - - - ` PLANS BUT NOT EXISTING, PROVIDE NEW EXIT SIGNS IN R ' O 1 11,1 2 GONFCRMANCE w/NYS BG 1015. -- -" - -- -- -- - - O O FIFZ b W J - STAIRS 7 0.2 1.4 44 50 YES PAGE: - --- r --� 1 61,62 # 1, 2 °O 0 A l� K - DOOR 7 0.2 1.4 32 --36 II YES ' � UNIT 3A � - -----J� ' A- 4000 erE iE 1 1 NEW L - DOOR 7 0.2 1.4 32 36 YES ` ---- -� NO WORK TO BE DONE 1 1 OFFICE #5 SCOPE OF WORK DOES ` (88 S.F.) DATE: 05 05 23 7 OF 8 NOT AFFECT THIS AREA ` M - DOOR II 0.2 2.2 32 36 YES ' O O ♦ NEW --- - OFFICE #3 �' ♦♦ OFFICE(112 S F.)4 N - DOOR I 0.2 0.2 32 32 YES NEPq(100 S.F.) ♦ 0 - DOOR I 0.2 L 0.2 32 32 YES 4 - E®A 4f � ♦♦ ` P - DOOR 1 - --� 0.2 0.2 32 32 YES cj% P 4 sue- i, ♦A. a - DOOR I 0.2 0.2 32 32 YES till Lit R - DOOR 2 0.2 0.4 32 36 YES " S - DOOR 4 0.2 O.5 32 I 36 YES ���(0) PROPOSED FOUND #ATION EGRESS FLAN (COMMON AREAS I$ UNIT 5A) - _ � 1 - EGRESS COMPONENT IS AN EXISTING NON-COMPLIANT ITEM. THE SCOPE OF WORK DOES NOT INCREASE THE REQUIRED SIZE OF TH15 2/600 S.E. CROSS AREA (ENTIRE FOUNDATION LEVEL) SCALE: 1/4" = 1'-0" EGRESS COMPONENT AND DOES NOT RESULT IN AN INCREASE IN THE DEGREE OF ITS NON-COMPLIANCE. r Q 0 w W co J cy) a 4-J � o Z:) � 0 L rl� �-- O c: (V Z 0 a 'CD to d. c X N O 0 0 +� ' -c 0 m 4-J O 0 O co a � a: U •- U � 4-J m U c I 0) Q .- W (L Q� NOTE: ALL PLUMBING WORK SHALL CONFORM TO LOCAL PLUMBING CODE PROVIDE "ABESCO FF200 FR. EXPANDING FOAM" (OR EQUAL) O AT ALL PENETRATIONS IN FIRE O RATED WALLS AND LEGEND FLOORS/CEILINGS. PRODUCT EXIST. 4" FRESH AIR CONFORMS TO ASTM E 514, VENT THROUGH ROOF ASTM E b4, AND UL 147q HOT WATER �-----� SUPPLY GOLD WATER SUPPLY NEW UNISEX 3 I NOTE: NEW UNISEX ADA-COMPLIANT ADA-COMPLIANT J ALL PLUMBING WORK I RESTROOM 5 RE5TROOM PROVIDE EXPANDING BE50 (OR EQUAL) _ _———� I SHALL CONFORM TO 0 _ LOCAL FLUMBINO CODE Q� I W AT ALL PENETRATIONS IN FIRE 00 r I RATED WALLS AND _I FLOORS/0EILIN05. PRODUCT tL 12" 12" 1 LL CONFORMS TO ASTM E 814, N I I I N 1 91 A5TM E 54, AND UL 1479 Q 1 I I EXIST. F.A.I. I I TO REMAIN u I 14 1 W G I GLEAN 11 0 v v W.G. - 1 OUT AS �� �- d� I_ j REQ'D �I �� m I 1 3" ------------ -..— -- --- --------------- CONNECT TO C•O. 4 NEW _--i EXIST. DRAIN 4" HOUSE CONNECT TO E i I $I �v EXIST. MECH. WORK r I MAIN EXIST. WATER KI IK AREA SYSTEM AREA I 12" DRAIN G.O. SUPPLY SYSTEM I ' N SERV. I �� N SINK SINK 1 ii rr n 1 i I UNFINISHED TO SEWER z �I IUj 1 BASEMENT SYSTEM w b4 1 w I � 4 I ' o Q RELOCATEDQ Q = ITl SINK d PUMP fA 3 I TO STREET NEW WORK EXIST. 1_ . 14" NEW AREA UNFINISHED X � WATER MAIN � BASEMENT w �- -_ ----- _.._..3 - RECEIVED Lii JUN 0 2 20 0 FLUM'B I N RISER — DRAIN / NASTE / VENT FLUME31 N RISER _ SUFFL.Y Southold Town PROJECT: Planning Board SCALE: NTS SCALE: NTS NOFO CENTER UNITS #3A & #3 B 10200 MAIN RD MATTITUCK, NY 11952 DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: spook Pop.1. ■ 00 DATE: 05/05/23 8 OF 8 y 4 i. 0 Luminaire Schedule -Z• 37o Symbol Qty ILabel LLF IDescription Lum. Watts ILum. Lumens +1.7 +1.9 13 Idownlight 0.810 Idownlight 6.9 1 685 5 GALN-SA1A-727-U-SL4-HSS 3466 0.900 GALN-SAlA-727-U-SL4-HSS 33 3466 _ 360 �.4 *l 0 Q Q 350 +3.4 t.8 UJ $.o t.0 t.0 t.0 $.0 t.0 t.0 t.o t.0 t.0 t.0 t.o t0.0 t.o t.0 *0.0 .o t.o $.0 '' m 390 w 4 1 4 Q 4- N 131 $' do 7n 1 �� "I' t).0 U.0 t).0o t).0 tl.0 tl.0 ERTYt .0NE t .0 10.0 t).0 t.0 t.0 .0 t.0 t).o tl.o • O 0 330 a S69°20'S0 4 .6 C _ r O t/ t.0 +0.0 t.o 1j.0 t.0 t.0 t.o t.o t.0 t.o t.o b.o *0.0 t.0 t.0 t.0 .0 $.o t.0 t.0M J Z r- • O C CM O 320 Calculation Summary or Len � ca d' '�:0-t-.rr tj.o t.0 t.0 $.o t.l t t�.o $.0 t0.o *0.0 t.o t.o 0.0 .0 7�.0 '6.0 'b.o Label Avg Max Min Av /Min Max/Min +3 8 - O o - cal 310 CalcPts 1 0 . 28 4 . 1 0 . 0 N .A. N .A. -C 00 m :,_, t.o t.0 t.0 t.0 t.1 t.5 6 $ t. *0. t�. *0. t�. t. t.o .0 t0 t.o t�.0 Downlight Calc points 3 . 14 4 . 9 0 . 6 5 . 23 8 . 17 ! C N O C -SAI 7-U L4-HSS_3466 14.3 3•8 O C O south parking 0 . 76 4 . 1 0 . 0 N .A. N .A. G 12 p g (]� 300 rient: 284.0 1 1- 7 2 7 -U- S L 4 - H S S 3466 StatArea 1 0 . 87 3 . 6 0 . 0 N .A. N .A. ~ 290 $.0 t.o t).o +0.5 t. .2 +3.o �.O t).2 *0.1 t).1 t. t1.1 +0.1 t). .0 t.0 t).0 t.o 9. 4.0 (low z1 6 4D t).0 +0.0 tl.o t).6 rl tl. « A ' .l t).8 t).3 *0.2 t.2 t)�.2 t).2 t). .0 t).0 t.o t).0 Luminaire Location Summary 4.7 I 6 9 - zso G 10' NE D.W. LumNo Label X Y z (HGT. ) Orient Tilt 149 . 534 L"1 • 9 ~ MIN 1 GlA-SL4 (HSS) 110 . 5 93 12 78 . 465 0 • t.0 t.0 t).0 t.4 .8 �.8 t.7 t1.6 t.5 t.4 t.4 t.5 t5 .5 t.4 t. t.0t.0 $.0 2 G1A-SL4 (HSS) 150 145 12 270 0 4 3 46r1 n �1}- 270 3 G1A-SL4 (HSS) 152 245 . 75 12 90 0 + - 4J O 4 G1A-SL4 (HSS) 84 . 5 304 . 75 12 284 . 036 0 9 2 .9 'u.4 �2.7 r 1 _ �.0 t.0 $.0 'b.2 t). t).4 t7.3 t1.3 t1.3 $.4 t).8 �.0 ♦1.0 '1.0 t).9 'b.0 t).0 t).0 �.J 5 G1A-SL4 (HSS) 128 . 75 213 . 75 12 149 . 534 0 260 6 downlight 77 147 . 75 9 0 0 4.s 4.2 t.5 t. '2.1 h�-T+-�i W t.0 t.0 $.o '�. 'b.l +0.1 +0.1 $.5 �i. t.0 .3 � .2 4 $.0 t.0 $.0 7 downlight 92 . 5 147 . 75 9 0 0 _ ` down 1 i gh t 250 8 downlight 108 147 . 75 9 0 0 �• +4.5 4.0 +3.1 t.3 •1.7 W • - *0.0 $.0 *0.0 t t).1 t).1 t).1 .2 .4 $.6 �i.3 '3.1 - _ _N_s114,,S 34 . / t-0 t -0 t-0 9 downlight 123 . 50 147 . 75 9 0 0 MH : 9 : - 10 downlight 139 147 . 75 9 0 0 4,0 4,9 '3.3 t.6 q,9 4 O 240 °ri f: 90 11 downlight 141 156 9 0 0 Orient : 0 � i.. �T^� t.o t.0 t.0 t 0 t.0 t.i $.1 t).3 +1.1 .2 t - - - .0 t.0 t.o $.0 12 downlight 141 170 . 5 9 0 0 l3.7 4.3 t.7 * .0 9.5 �. VJ 230 - _ _ EX 13 downlight 147 . 75 181 .25 9 0 0 a IMIT5 OF ENLARGED IST' ° EEAD �IR° G 14 downlight 155 . 75 186 .25 9 0 0 '4.0 +3.4 +1.7 *z.l +l.s +l.l #�. U) t.0 t.0 t.0 t) tl.0 t)o t.2 t).5 tl.9 ' .8 t.8 t.0 SITE PLAN A Es 15 downlight 161 . 50 195 .25 9 0 0 220 16 downlight 167 . 5 204 9 0 0 Q 'b.o 'b.o 'b.o 'b. �.1 t.4 $.7 r1.4 + .1 o o 'b.o $.0 17 downlight 173 213 9 0 0 sd• w l g4ht4-2 t.9 t 7 .LN-SA1L-727-U-SL4-HSS 3466 .;., ' 18 downlight 17 4 5 222 5 9 0 0 210 2 4H: 12 I ,, , ;H Orient: 149.534 •,�o�, r. 'b.o 'b.o 'G.o„ 'b.o �.1 t�1 'b.4 t).9 �i.s I o .o t�.o t�.o 14.4 H w +Z.9 �2.1 +1.4 1.0 .8 6 ly .,.,... zoo ly w ,� .,.::1�;• 0 w CANOPY OVE EXIST. REARENTRANC ''�'�'�'�`� ° • a 0 1 n t ' (�.9 o I ..•,•,'•.-•,. w 4.1 +3.9 +1 +1.2 t.o t.0 'G.oa '�.o `b._o t�.1 t�.5 � .1 . . ...,._.. 0 t�.0 t�.0 t�.0 - GL7 14.2 t.9 t.4 t.7 *2.0 +l.4 +1. t.0 'b.0 t.0 t.0 *0.0 t-0 .o .o t.o 'S.0 180 ` • ` 1 f nt` 4.5 +3.8 +3.0 12.2 +1. ,.• • W . $.o +0.0 $.a t.0.o t.0.o :..... 'b:� $.o t.0.o o ab.o t.0.o t.0.o down 1 1 a _ 1 c 0 0 170 14.8 14.5 +3.6 t.7 !� �` MH : 4 t.0 t.0 *0.0 t).DEXISt.� WN �� ,= : *0.0 t).OEXI St.,p,AW 0 a,U.0 t).0 6 • 14.4 4.4 14.4 14.0 a N .. 160orient • 0 $.o t.o '6.0 t.o t.o _ rt).1 'b.1 'b.o o $.o $.o '74w'�114' , �1-t 150 LIMITS OF ENLAR ED SITE PLAN "B" i o l� s. 65.0' •. ^• .•.,,,.•:•,•.•.,.•.,,•.•.•.•,o •,•.•,�.•.•.•:721, . , •.• _ t .o t .0 t .0 t .0 is + w ,.°.•., . - 3 .0 00.0 t.0 0 •4.0 •4.26, L 1 i w 9 140 +0 + :ient: 210 .0 .0 .0 *0.0 t.0 .1 .1 .2 .2 .5 .7 .7 .0 t).0 t.0 1.5 +3.0 t.9 .3 • + 0 e - w 0 130 •12.9 t 0 0 • 0 0 • 0 RECEIVED---- - -. t.0 t.0 +0.0 t.0 t.0 .1 �.3 .5 .4 �.7 .3 .6 .5 .5 _ t.0 t.0 t).0 _. 120 JUN 0 2 2023 +3.5 *2 6 Z Sou hold Town t.o t.o t.o t.0 t.0 t. t).9 � .o � .2 � .0 'b 8 t.7 " t.0 t.o t.0 110 2 � +3.9 •3 2 2 ('an inch Board t.0 t.0 t.0 t.0t.0t).2 � .l � .9 � .9 � .6 � A t).8 t.4t).3 11 t).0 t).0 t).0 do Tn 1 i gh t U 100 l' y J 4.0 +3 4 t.0 *0.0 t.0 t.0 t.0t).1 t.9 +3.2 * .6 .7 t `,j t.o t0.0 .o b.o t.o MH 9 + + + GALN-SA1 7�-U SL4-HSS +3.6 4 Q - 90 MH: 12 • 0 Orient: 7 , ~ t.0 $.o t.0 t.0 .o .o t.0 .1 41 .5 .o t.0t.0t.0 $.o .o t.0t.0Or �_ ent : 0 , 0EXISr_0,, ,, @iAW EXI T LAWN .9 t.5 80 PROJECT: 'b.o $.o t.o t.0 .0 i t�.o '0.o t.0 t0.0 $.o '$.0 0 t.6 t z 70 .'0el' N0 # TER t�.o *0.0 t . 'b.o $.o t�.o 501A.o b.o 'b.o '6.0 $.o 'b.o t�.o 6Q ,30 � �.8 4 PLANNING 1 �• *0. t.0 t.0 t).0 t.0 ;1�9 B°�,�.o t.0 t.0 t.0 t.0 O t.0 Carol ECarr-Adams,LC Cooper lighting Solutions 50 'y 1121 Highway 74 South EEf Peachtree City 30269 + + + 10200 MAIN RD CO 0 P Ell Tel: 770.371-557 +572 Q,Q +j 7 t).0 t)•0 .0 t).0 t).0 t).0 t).0 0 'b•0 Lighting Solutions Email Address:MKT-LighfingApplications@CooperLighting.com 6 �o• r n 1 i g h t0 • 1 0 • 1 0 • O MATTITUCK, NY 11952 .0 t'0 t.0 t).0 t.0 t.0 t.0O 40 D scale: 4.9 4 1 1 Project: 10200 Main Rd, Mattituck 1"= 20 ft. 4 9 DRAWING TITLE: 30 � R Date: �' 1 - 'S P' Client 03/03/2023 9.9 9 1 PHOTOMETRIC ANALYSIS t.0 t.0 t.0 t.0 t.0 S Mile Bicanic ' T-( ProjectNo: Or tent : 0 20 nrt A 1v Enterprise Lighting Sales 2201123r1.AGl 4 7 -8 t.0 'b .0 1'1 10 4.5 +3 6 .a 4. 'a;r� 1 1 g h t + + + PAGE: -� n 7 n 4 n 9 _ 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 • - PHOTOMETRIC S I TE PLAN SGALE: I" 20'-O" E�iLAizC ED PHOTOMETRIC,, SITE FLAN "�"AllSGALE: NTS DATE: 05/05/23 J. 1 = Q qn , 0 W J O 1:� aiq n a* n ah 4 2 . 2 . 2'. 2 . 8 3 . 6 4 . 2 9 3 . 2"' �' . 4 2 3 . 1 3 . 8 . 2 2 .9 2�2 2 . 4 3 . 2 4 . 0 4 . 7 2 . 9 �4 2 . 4 3 0 4 �, . 3 3 . g J gr . 0 4 .8 4 . 4 . 2 3 . ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦'� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ H-3 e� c� +3 . 3 3 . 8 3 . 2 . 9 . 3 2 . 0 2 . 2 2 . 8 3 . 5 3 . 8 3'. 2 . 7 2 . 1 1 . 9 2 . 2 2 . 9 3 . 6 3 . 3 4 2 79 8 . � . 3 2 . 2 . 0 2 . 1 2 . 6 2 . 2 2 . 2 2 . 7 3 . 5 4 3 . . 2 `3 . 5 2 � . /'1 !- /1 r r /1_�w A . /�, ��...�� . /1, r►. - . r\�� �`1�ti "wow T+� �-. ENLAROED FHOTOMETR I G SITE PLAN "B" �?P N��' SCALE: NTS Luminaire Schedule ��• 37o Symbol Qty ILabel LLF I Description Lum. Watts ILum. Lumens *1.7 *1.4 13 Idownlight 0.810 Idownlight 6.9 1 685 5 GALN-SAlA-727-U-SL4-HSS 3466 0.900 GALN-SA1A-727-U-SL4-HSS 33 3466 360 * *2.4 *2 0 Q o 350 *3. *2.8 LU t.o t.0 t.0 t.o t -0 *0.0 $.0 t.o t.o t.0 t.0 t.0 *0.0 t.0 *0.0 t.0 .0 $.0 tj.0 c 340 w * 1 4 Q 4- fV ♦R (� coo m l � 'E t.o t.0 t.o-o • 131 s' t.0 t.0 t.0 �1�TPERTYt.0 E t.o t.0 t.0 t.0 t.o .0 t.0t.0t.0 + o rn 330 d' S69°20'50 = a - N (� O t.0 t.0 t�.0 t.0 t.o t.0 U.0 t.0 $.0 t.0 t.0 t.0 t.0 tI.0 t.0 t.o .0 $.o U.o t.0M J L- z v- 4 a O N O 320 Calculation Summary U r Len °" ) -�.0 'b.0 t.0 t.0 t.l t t.0 *0.0 *0.0 t.o t.0 t.o t.0 .0 b.0 t.0 t.0 Label Avg Max Min Av /Min Max/Min 1.g C 0 0 N CalcPt 310 •� t�,o o $ o $.o t�.o Downlisht Calc Dints 3 . 14 4 . 9 0 . 6 5 . 23 8 . 17 m � c) t.0 t.0 t.o t.0 t.1 t.5 6 t. t. t. g p - cc SA1 .7-U L4-HSS 346 -1J 0 4.3 *3.8 Q O a � O 12 south parking 0 . 76 4 . 1 0 . 0 N .A. N .A. r-/-/� 300 rient: 284.0 A- / z 7 -U- S L 4 _ H S S 3466 F-- t.0 $.0 b.0 *0.5 A .2 *3.o t.0 �. $.2 t).1 t.1 t. *o.l *o.l t. .0 t�.0 t�.0 t�.o StatArea 1 0 . 87 3 . 6 0 . 0 N .A. N .A. _ 14y 4.0 1 290 b! C,�o W 1 l $.0 t.0 t.0 t).6 *l *1. *1.4 *1.l t�.8 t.3 t.2 *0.2 '8.2 t.2 *0. .o b.o $.0 $.o Luminaire Location Summary *4.7 'L.6_ .9 9 4D 260 G).-- 10, NE D.W. LumNo Label X Y z (HGT. ) Orient Tilt 149 . 534 • * ;J ~ • MIN 1 G1A-SL4 (HSS) 110 . 5 93 12 78 . 465 0 t.0 t.0 t.0 t).4 .8 �.8 t).7 t.6 t.5 t.4 t).4 .5 t 5 .5 t).4 t) t).0 t).0 t.0 2 G1A-SL4 (HSS) 150 145 12 270 0 4.3 4 *3.� � rz n -i-j -0 270 3 GlA-SL4 (HSS) 152 245 . )5 12 90 0 O 4 G1A-SL4 (HSS) 84 . 5 304 . i5 12 284 . 036 0 4.2 *3.9 *3.4 *2.7 / 1 $.0 t.0 t.0 $.2 t. 'b.4 b.3 t.3 $.3 t.4 $.8 *l.0 *l.o *l.0 t.9 � $.0 t.0 t�.o 0 a - 5 G1A-SL4 (HSS) 128 . 75 213 . i5 12 149 . 534 0 (� ( , 260 4.5 4.2 *3.5 .8 t.1 f-L-I W 6 downlight 77 147 . i5 9 0 0 *0.0 *0.0 t.0 $. t.1 t.1 $.1 $.5 *1. t.o 3 t.2 4 $.o t.o t.o 7 downlight 92 . 5 147 . i5 9 0 0 dowel igh l 41 4J M 250 8 downlight 108 147 . i5 9 0 0 �. *4.5 4.0 *3.1 t.3 *1.7 f1 a - *0.0 *0.0 *0.0 *0. t.1 *0.l t.1 0.2 .4 $.6 .3 *3.1 - _712 -U-SLASS 34 t1.0 $.o t -0 9 downlight 123 . 50 147 . -)5 9 0 0 MH : 9 (ILL + Ori t:�- 10 downlight 139 14 7 . i 5 9 0 0 0i *4 0 *3.9 *3.3 *z.6 *1.9 *1. o 290 a> � 11 downlight 141 156 9 0 0 Orient : 0Q� L- t.0 t.0 '6.0 '6 0 '6.o t.1 �.1 t).3 (A� *l.l .2 $ - - - .s• - - .o t.0 $.o t.0 12 downlight 141 170 . 5 9 0 0 * .7 �.0 *1.5 1.230 - - Eg 13 downlight 147 . 75 181 .25 9 0 0 '3.7 *3.3 2 04 Q ' - t�.o b.o 'o.o 'Lj 'G.o *0[C) *0.2 4b.5 t).9 *1.8 '�,8 IMITS OF ENLARGED �10� ° ER EAojRO G� 14 downlight 155 . 75 186. 25 9 0 0 4.0 *3.4 *2.7 *1.1 *1.s *l.l 4. �, SITE PLAN A Es 15 downlight 161 . 50 195 .25 9 0 0a. 220 16 downlight 167 . 5 204 9 0 0 Q 5 ' *L�4jhf .2 .9 1 7 t�.o 'b.o 'b.o 'b. b.l tJ.4 *0.7 *1.4 3. .1 II o o 'b.o 'b.o 17 downlight 173 213 9 0 0 de w1� l Z 210 2 LN-SAZIA-727-U-SL4-HSS_3966 .,.. 18 downlight 174 . 5 222 . 5 9 0 0 w H: 12 I ..::. fa 7� �• ! t.8 H Orient: 149.534 •.:;•, 4.4'\/I H : *1.92.1 *1.4 1.0 U.8 t 6 t.0 t.0 t Q'>- t.0 t.1 trjl $.4 t�.9 *l.8 :':;:::' 0 �.o t�.0 t.o 1'"'1111 J/ w CANOPY 0VE EX ST. REA ENTRANC I a 4.1 *3.9 *3 r3 � *1 *l.2 .9 •. a 0ribnt • t.0 t.0 t.Oa t.0 F��'.0 t).1 t.5 *l.l ...:1...,.,.. 190 41.8' I •,•,•,�..-....... W 4.2 t.9 t.4 *1.7 l.0 *1.4 *l. t.o $.0 t.o t.0 t.o .,... t.0 .0 4.0 $.0 $.0 ,�61 .•.•.'•' 180 • • 4.5 *3.8 *3.0 l.2 1. • • • downlia- l � Q Q t.0 *0.0 t.0 t.0 t.0 '�0: " t.0 *o.o .0 a$.0 $.0 t.0 _. +` 170 4.8 4.5 *3.6 *2.7 ,1 ;. .o $.o $.o t.0 *o.o✓Xl St.gi WN *o.o *o.oEXISt..aAW .o �t�.o t.0MH : NI +• �6 • *4.4 *4.9 4.4 4.0 160 +' t.o $.0 t.0 b.0 $.0 iG.0.1 $.1 $.0 .o t.0 $.o .� r i e n t . 150 LIMITS OF ENLAR ED SITE PLAN "B" c= �t: .7 �4rs,wn l3. _ h t 65.D' wJ 1 1 *0.0 t.0 0.0 *0.0 •.•.•.•:• •.•.•.•,• •.•.•,•.•. •.•.•,., .•.•..•,•.•.•.•,•.•. ,•:, _ - 3 6, .0 t.0 t.0 4.0 4.2 � 9 140 rient: 2 0 *0.0 t).0 t).0 t).0 *0.0 .1 .1 .2 .2 .5 .7 .4 .7 .0 t.0 t.0 *1.5 *3.0 *1.9 3 0 , e l . • 0 130 � • 000 000 t.0 t.0t.0t.0t.0 .1 .3 .5 .4 .7 .3 .6 .5 .5 _ t).0 *0.0 t.0 •9 4 ° .w 120 r•i 04 *3.5 t. 6 N t.0 t.0 t.0 t.0 t.0 t. .9 *1.o *l.2 *l.o 8 t.7 " t.o t.0 b.0 z w 110 2 i.E 9 *3 2 t.0 t.0 t.0 t.0 t.0 t.2 *1.1 *1.9 *1.9 *1.6 *l.4 t).8 �.4 'b.3 i7b67 t.0 t.0 t.0 �l d0 U Tn l i ght 100 4 ��ti .0 *3 4 t.0 t.o t.o *0.0 t�.0 *0.1 t.9 *3.2 .6 .7 $ t.0 t.0 .o t.0 t.0 MH 9 90 C,8LN-SA1 70-U SL4-HSS rrH: 12 t.6 *3 0 LiJOrient: 79. O 0 0EXISr-0, OjAW a t.0 t.0 t.o t.o .o $.0 *0.0 t.1 .5 .0 t�.o t�.0 t�.0 t�.0 .0 t�.0 t.0 Orient • ��\��/ • • C, EXI T LAWN t.9 t 5 80 6PROJECT: *0.0 t.0t.0t.0 .0 0.•i t.0 t.0 'b.o $.o 'b.o 'b.o 0 t.6 *z 2 RECEIVED 70 .3�`v� �.o �.o t.0" t.0 t.0 t.0 o y�.0 *0.o t.o t.o t.o t.o t.0 N0 # TER 50, *z.a *z 4 MAY 2 3 2023 PLANNING 60 - 005� Southold Town $.0 t.0 *0.0 *0.0 09�9't.0 t.0 t.0 t.0 t.0 $.0 0.0 CarolECart-Adams,LC •5 1 Planning Board 3`L• ti. Cooper Lighting Solutions m 1121 High-y 74 South 5000OP" Tel-m Pe achtree City GA 30269 + + + 10200 MAIN RD ` .0 t.0 .0 t.0 t.0 t.0 t.0 t.0 t.0 Ern 770-37ss: 4.9 7 40 b Lighting Solutions MKT-Ug tingA o j Tn l 1 h to • 1 0 • 1 0 • 0 MATTITUCK, NY 11952 MKT-LightingApplications�CooperLighting.eom � g .o t�.o 'b.o $.o $.o t�.o *o.o g 0 A D Project 10200 Main Rd, Mattituck Sale: 1"= 20 ft. 4.9 *4 i DRAWING TITLE: 30 A E Date: 03/03/2023 4.9 H* 9 4 1 dent b,o tj.o tj.o t,o '�,o ClienC PHOTOMETRIC ANALYSIS Mile Bicanic roject No: •2201123r1.AGl O r 0 zo A Enterprise Lighting Sales 4.7 t.0 t. .0 10 i �j� � g PAGE: l� � t 1 1 -� n r7 n _ 4 n 9 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 - FHOTOMETRI O SITE PLAN ENLAROED fi HOTOMETR I O SITE PLAN "A" SCALE: I" = 20'-0" SCALE: NTS DATE: 05/05/23 10F 1 ® -- ht + 0 Q W +�L 0+ 0 W 4 . 3 aw '2 . � • 2 . 2 . 8 3 . 6 4 . 2 3 . 9 3 . 2n '2 . 4 2 3 . 1 3 . 8 . 2 3:'7 2 . 2 '"2 . 4 3 . 2 4 . 0 4 . 7 2 . 9 4 2 . 4 3 . 0 4 . 0 4 . 8 4 . 4 . ��' .{ M. ,00 . 3 g +L 1q' n � � 3 . �' N ter{ .A < s :,,l, G M+ 1 9 Y J 3 . 8 3 . 3 2 . 2 . 0 2 . 1 2 . 6 3 . 3 3 . 8 3 . 6 2 . 9 . 3 2 . 0 2 . 2 2 . 8 3 . 5 3 . 8 3 . 2 . 7 29+ . 1 l . 9 2 . 2 2 . 9 3 . 6 3 . A 3 . 4 2 . 7 2 . 2 2 . 2 2 . 7 3 . 5 4 . 2 -3 . � 2 . , .. h . ;_r, F �a ENLARO ED PHOTOMETRIC., SITE FLAN "E3" SCALE: NTS 131.75' SITE LAYOUT NOTES: JUF - PROPERTY LINE I. THI5 IS AN ARCHITECT'S SITE PLAN $ IS - - SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION b` REPRESENTED ON THI5 51TE PLAN 15 TO THE OI 3 ARCHITECT'S BEST OF KNOWLEDGE. Q 2. SURVEY INFORMATION WAS OBTAINED TEST I W O FROM A SURVEY DATED DEGEMBER 15, 2021 L1J EXIST. HOLE m LAWN EL.=20.6' AND PREPARED BY: _! C c z 56ALICE LAND SURVEYING Q N O N.Y. STATE LAND SURVEYOR \ 31 3O 2q 27 LIG. #050756 O O b7 28 O 26 25 24 `y TELEPHONE: 631- 157-24005 _ -6 O L.=24.1' EXIST. 8' x12' / z C9 \ 32 DEEP DR WELL A 1 // SITE PLAN NOTES CV ^ O T ca T v 33 // A OFF-STREET PARKING SPOT (T(P.): O +�, N / �\1 I / O EXISTING 10'x2O' PARKING SPOT 0 O fn Z (D EXIST. 8'�x12' l /` EXIST. / F RO J E C T S e n1 (u LO DEEP DRYWELL I B ASPHALT // O RESERVED F A O E <E) : � O a--� PARKING POST LIGHT (NEW): /�^ /� G Q O i O MGGRAW-ED15ON - GALN-5AIA-272-U-5L4-HSS-3466 POST - DIVISION/� OF EX//��I STI NO OENERAL BUSINESS UNIT #5 INTO (2) / TOP MOUNT FIXTURE INSTALLED AS PER MANU. 5PE0.5. SEPARATE Sim!"C ES. "BUSINESS" OGGUfi'AT I ON GLASS I I-I GAT I ON TO PROJECT LOCATION &SCOPE I � MOUNTING HEIGHT: - f2'-O" POST �_®® �O O ^ ` 35 \ HOURS OF OPERATION: 5-IOPM (EVENING) REMAIN FOR NEN UNIT #5A. WERG,�NTI LE II OGGUFAT1 ON SITE PLAN & ZONING DATA (v'/) I Q I WATTAGE: 2a.1 WATTS CLASSIFICATION w/ RETAIL USE PROPOSED FOR NEN UNIT #58. / LUMENS: 3,466 EXIST. COVER COLOR TEMPERATURE: 2700°K NO CHANGES �klr OF 8'(DxlO' I PROPOSED TO EXIST. �� DEEP DRYWELL D TOP-MOUNTED SIGN LIGHTING (NEW): -®®� ,�� GENERAL NOTES �� 70 _, I 0/ 1 O PROVIDE TOP-MOUNTED SIGN LIGHTING AT BOTH SIDES PARKING LAYOUT OF SIGN;SPECIFIC MODEL TO BE SELECTED BY OWNER. STRUCTURAL DESIGN CHARTS / 1 / LIGHTING SHALL CONSIST OF I.E.S. (ILLUMINATING `J EXIST. GONG. I /( / ENGINEERING SOCIETY) "FULL GUT OFF" DESIGNATED n , • RETAINING WALLS / EL.=25.1' / ) FIXTURES WITH "RLM" (DISH) TYPE SHIELDS. LIGHTING W M�� w/ 3' HIGH STEEL �`�i 1 SHALL BE POSITIONED SUCH THAT LIGHT FALLS ENTIRELY - ®�. ACCESSIBLE PLUMBING ELEMENTS -�-1 W ON THE SIGN AND SO THAT BULB IS NOT VISIBLE FROM ������� ���� " GUARDRAILS 1 23 // ANY POINT OFF THE PROPERTY OR INTO THE ROADWAY. STRAPPING, & NAILING DETAILS r_- _,q� ( O - / "NOTE: SIGN LIGHTING 15 EXCLUDED FROM EXTERIOR LIGHTING ANALYSIS BELOW* FASTENING SCHEDULE EL.=18' 1 1 22 C / -_, I RECESSED HIGH HAT LIGHTING (EXIST.): PROJECT / ZONING DATA V.I.F. EXIST. FIXTURE (OR EQ. MODEL) �= I � I , EXISTING FOUNDATION PLAN TAX MAP # EL.= J � � � � , _ F RAB LIGHTING - WFRL4RaaFA120W5 RECESSED LIGHT 1000-143-3-I PROPOSED DEMOLITION PLAN _ �1 p X�Sr FIXTURE INSTALLED AS PER MANU. SPEG.S: 1 21 O' W RNE,�b ZONING DISTRICT B • MOUNTING HEIGHT: q'-O" ABOVE AVG. GRADE (O.H. HOT) _ I >;L.=14' S � � HOURS OF OPERATION: 5-IOPM (EVENING) �- I ®� ' OUJI WATTAGE: 8.8 WATTS LOT AREA 0.7 ACRES Q 36 2O\ G EXIST. I STORY m LUMENS: 6a3 EXISTING FLOOR PLANS J MASONRY BUILDING 1 ry Q w/ SLAB - E COLOR TEMPERATURE: 3000°K GofO - DOCUMENTATION OF Z-13678; JULY 2q, Ig85 NONCONFORMING PREMISES EL.=12' \ / \ F.F. EL.=20.q' CofO - ADDITION Z-16511; DEGEMBER 1-7, IciB?I UNITS #4 8 #5 I CofO - A5-BUILT ALTERATION Z-33415; DEGEMBER 02, 2008@ I ® PROPOSED FLOOR PLANS (BUSINESS E oANGINGGTo \ z uJ FEMA FLOOD ZONE X EXIST. 8 0xb i MERCANTILE \p .I DEEP DRYWELL� NEV�CANOPY 17 18 OCCUPANCY) I I ABOVE EXIST. BASEMENT FIRST FLOOR A- 104,00 PROPOSED EGRESS FLOOR PLANS REAR E7ITRANGE EXIST. Q GROSS FLOOR AREA - 18.0 GONG. p EXIST. PROP. EXIST. PROP. 30.5' I1.7' WALK fL COMMON AREAS (GARAGE / 1 1645 S.F. 1645 S.F. 151 S.F. 362 S.F. MEGHANIGAL ROOMS, STORAGE) F_ 10 I ,0O PLUMBING RISER DIAGRAMS 1 EXIST. LIGHT OO \ ��� 1 UNIT #1 O S.F. O S.F. 65-7 S.F. n/A ABOVE EXIST. I STORY WOOD � _ BASEMENT EXIST. I STORY WOOD FRAME BUILDING UNIT #2 O S.F. O S.F. 610 S.F. n/A ARAGE DOOR FRAME BUILDING ILI in F.F. EL.=20.q' F.F. EL.=20.q' I I ►� GARAGE E'L.=10.1' E I -I UNITS #1 8 #2 (COMBINED) n/A O S.F. n/A 1327 S.F. I �t UNIT #3 (BUSINESS EXIST. UNITS #1 8 #2 TO BE / OCCUPANCY) TO BE EXIST. UNIT #3 q55 S.F. n/A 1348 S.F. n/A I LAWN COMBINED SPLIT INTO UNITS #3A LAWN z I 1 (BUSINESS OCCUPANCY) (BUSINESS) #3B ( UNIT #3A n/A q55 S.F. n/A 656 S.F. J (MERCANTILE) cV EXTERIOR LIGHTING ANALY515 .:� --- -- - -- UNIT #3B n/A O S.F. n/A 545 S.F. W !(�� LUMENS/ACRE ALLOWED: 25,000 IL r UNIT #4 O S.F. O S.F. q02 S.F. c102 S.F. 0. 30.5' G / I F�.��O LOT AREA (ACRES): 0.72 \ UNIT #5 O S.F. O S.F. 884 S.F. 852 S.F. E E EL.=24.6' MAX LUMENS ALLOWED: 0,045 z \ - 1 FIXTURE LUMENS TOTAL TOTAL 2600 S.F. 26005. 4642 S.F. 4642 S.F. 2 15 PLAN NOTE) FIXTURE QTY LUMENS 0 0 EL.=20, - - 1 I G 3,466 5 17,330 LOT COVERAGE 1 II q II 1 E 6q3 I3 a,00a 9b LOT I1 Q9 DESCRIPTION (FOOTPRINT) AREA 1 I TOTAL LUMENS: 26,33a COVERAGE EXIST q" W iF TOTAL LOT AREA 51,440.5 S.F. II I I ASPHALT Q Q NO CHANGES ASPHALT CURBING,(BIP.) � O EXISTING BUILDING 4866.0 S.F. 15.59b PROJECT: PROP05ED TO EXIST. PARKING 1 N m II PARKING LAYOUT ry ry TOTAL AREA OF ALL STRUCTURES 4566.0 S.F. 15.5go N 0 FO CENTER 1 N53°2aE *MAXIMUM LOT COVERAGE ALLOWED - 50.0% UNITS #3A & #3 B rn1 I� RAI5E EXIST. SIGN TO HIGHER \-I.61 ELEVATION 4 PROVIDE G I TOP-MOUNTED SIGN LIGHTING _ �� I PER SITE PLAN NOTE � -- I I / \� 063o OFF-STREET PARKING REQUIREMENTS - EXISTING USE REQUIRED 5ETBA0K5 - MAIN BUILDING ��" TOTAL -- - - - - - R C E:1 E D 10200 MAIN RD FLOOR AREA (S.F) BY UNIT MAY 2 3 2023 MATTITUCK NY 11952 I D /J � _, I TYPE OF REQUIRED NUMBER OF r� PARKING REQUIRED EXIST. PROPOSED COMPLIES OUSE PARKING SPACES p1 xl #2 „= u4 #5 FTOTAL REQU�RED 2 �J _ - - - - - - - - - - -- - --- --- FRONT YARD #I VARIABLE I 4q.3' 4q.3' YES I 4 EXIST. COVER of 8'mxl2' OFFICE I PER IO�RS.FA oFFlce lI Planning Board O (� 510 N 515 20TI 84q ,34 4lgq 48.0 DRAWING TITLE: LA N I DEEP DRYWELL II FRONT YARD #2 VARIABLE 1 7.q' 7A, YES TOTAL REQUIRED(ROUNDED UP): 4� PROJECT LOCATION & SCOPE SIDE YARD 25.0' 0.0' 15.0' NO / ev0- � �I OFF-STREET PARKING COMPLIANCE - EXISTING USE SITE PLAN & ZONING DATA 'I I �' W I REQUIRED PROVIDED BOTH 51DE YARDS 50.0' 103.4' 103.4' YES � I �� --- - m I I 0 TOTAL PARKIN&SPACES 4B�� 36 I - PER TOWN OF SOUTHOLD CODE 280-50, STRUCTURES SHALL BE SET BACK EITHER 100' FROM THE TOTAL PARKING AREA(S.FJ 1 Ib,80O S.F.(4) I 16,244 S.F. RIGHT-OF-HAY OR A MINIMUM OF THE AVERAGE OF THE SETBACKS OF THE ADJACENT _ DEVELOPED PARCELS. PAGE: 00 OFF-STREET PARKING REQUIREMENTS - PROPOSED USE ' , ®® ■ FLOOR AREA (5.F.) TOTAL TOTAL \ TYPE OF REQUIRED NUMBER OF =_ PARKING PARKING , Z �^ \ USE PARKING SPACES lu SPACES SPACES P DATE: 05/05/23 1 OF 8 #I-2 #3A �3B #4 #5 TOTAL REQUIRED PROVIDED OFFICE I PER 100 S.F.OF OFFICE FLOOR AREA(� 1273 14-12 241 I - 2g86 2q.86 I6 I PER 200 S.F.OF GROSS S I I� I E�T FLOOR AREA - - 253 849 lIq 1821 q.l I 10 �! , J -- 1 I O TOTALS(ROUNDEDUP): 1 OFF-STREET PARKING COMPLIANCE - PROPOSED USE / SITE PLAN HATCH KEY: -------- -- --- ------ ------ PROPOSED - -- -- / REQUIRED PROVIDED T CHANGE OF USE 56 00 PROPOSED GRANGE OF USE I TOTAL PPARK Nr AREA(SFJ 13,650'S.F.(4� 16244 S.F. ` Q y �� UNDER SEPARATE APPLICATION PER TOWN OF SOUTHOLD CODE 280--i8 r 9�` PJ - A� �" JLE f ti 4 ®� PROPOSED COMBINATION OF UNITS -OFFICE FLOOR AREA EXCLUDES CLOSETS,ENTRY VESTIBULES MEGHANIGAL AREAS,AND RESTROOMS. 2� `�.� I SITE �L � UNDER SEPARATION APPLICATION °-WHILE THE NUMBER OF PROPOSED OFF-STREET PARKIN& IS LESS THAN REQUIRED,THE PROPOSED GRANGES '� OF USE DEGREASE THE OF EXISTING NON-COMPLIANCE. LOCATION MAP 4-350 S.F.OF PARKING AREAREA R REQUIRED PER PARKING SPACE,A5 PER 280-76.0. SCALE: I" = 15'-0" SCALE: I" = 300'-0" y NOTES � SPEC 1 F 1 C AT 1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS AEBRE Y I AT I O NS IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS GONSTRIJGTIDN DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD I�INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK CLEARANCES ARE PROVIDED. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 0- 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED BFE � BASE FLOOD ELEVATION INT. INTERIOR Q 8' MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLASS DOORS,SKYLIOHT5, AND ANY 6LA55 UNIT INSTALLED BLDG. BUILDING K KIPS (1600 LBS) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, w I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. -, - w APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPEC.s MANUFACTURERS SPECIFICATIONS co I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS -J 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH f� 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR B.O. BOTTOM OF MAX. 1 MAXIMUM MANUFACTURER'S SPECIFICATIONS. __ _ ____ Q � N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, Ln STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE BOT. BOTTOM MEGH. MECHANICAL PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, b7 5. ROOFS AND WALLS. PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. - O .- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL MIN. MINIMUM AND AUTHORITIES HAVING JURISDICTION. FLOORS, , , __ _ -0 .-- 0 RULES SPECIFIED IN 1.1 THROUGH 1.8. b. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 +-� 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. i 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - - Z 0 U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 0 CV OF THE OWNER/BUILDER T ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC BC NEW PORK CITY BUILDING CODE INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED ___ �- '� Ln � d- -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AOENGY 5GREEN5 AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. - - .- U 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE _ 0 X � N 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL 6LA55 IS TO BE FREE OF MANUFACTURER AND IMPERFECTIONS. 6LA55 0 a J WITH THE WORK. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBE. DOUBLE OGG. OCCUPANCY O CO 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR _ _ _ ,� 0 m 'Z � q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE +-� 4-' Ln 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR I5 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N CO UNLESS APPROVED BY THE ARCHITEGT/ENOINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE �� - 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION P. CON POURED CONCRETE T CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE -- BEFORE THE START OF FRAMING ON PAGE 15 OF GENERALLY, SHEATHING E HI E THIGKNE55 ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN REQUIREMENTS. 1EA. l EACH PLYWD. 1[PLYWOOD APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM 05055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION P.T. PRESSURE TREATED W II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TEMPERED 6LA55. L 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, OCUMENT, THE GOVERNING BUILDIN . G CODE AND ANY ADDITIONAL EQUIP. l EQUIPMENT READ REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING Ri (RISER A THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY ZITTENFORTILLO, RA MISSILE TEST OF A5TM Elggb AND A5TM E056 AS MODIFIED BY 2020 NY5 BC --- I 4-j AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR M. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING 5TRUGTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR - r , _ 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF AN51/DA5MA 115. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER V RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE n EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO __1 STL. STEEL tjf SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THIGKNE55 OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN &' SHALL - - - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ][TO BE DETERMINED -- TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN GLASS AND LEAVE WORK lb. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE - -- BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ------15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS THK. THICK 0 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "W b ET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. l . GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FIRE AND SMOKE PROTECTION FEATURES FOUND. FOUNDATION 11 T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR GYPSUM I. FIRE-RESISTANCE RATIN05 OF BUILDING ELEMENTS, COMPONENTS, OR -_-- ---- 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM C37 SPECIFICATION FOR GYPSUM LATH, OR ASTM 6-7q A55EMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH TEST PROCEDURES FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q W SPECIFICATION FOR GYPSUM SHEATHING BOARD. SET FORTH IN ASTM Ellq OR UL 265, AS PER SECTION-105.5 OF THE 2020 NYS - V J THE COMPLETION ON OF PROJECT. FOR A PERIOD OF AT LEAST ONE YEAR AFTER let. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING BUILDING CODE (NYS BC,). FR. FRAME TYP. TYPICAL CONFETTI ON OF PROJECT. n, AS PER PAGE 0-005. I.T HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL W 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF 2. ALL NONCOMBUSTIBLE MATERIALS MUST MEET THE REQUIREMENTS OF SECTION FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED Q ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. '705.5 OF THE 2020 NYS BG. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE W/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD I FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: 3. ALL FIRE-RESISTANCE-RATED GLAZING SHALL BE IN ACCORDANCE WITH - - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SECTION 703.6 OF THE 2020 NY5 BG. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL -- ------- -- INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 4. ANY ACCESSIBLE CONGEALED AREAS REQUIRING PROTECTED OPENINGS OR H.D. � HOLD DOWN w/ WITH MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS --- ----- ITSELF INCLUDING THE LOSS NE USE RESULTING THEREFROM). (T IS CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY OR STENCILING IN THE CONGEALED SPACE PER SECTION 703.7 OF THE 2020 NYS HDR HEADER IND. WOOD WHOLE CONTRACTOR,IN PART U ANY NEGLIGENT YO OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR BC. EMPLOYED ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR [HANGER ZR ZONING RESOLUTIONBE LIABLE EMPLOYED E ANY OF THEM, OR ANYONE FOR WHOSE AGES ANY R THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 5. THE FIRE RESISTANCE RATING OF PENETRATIONS AND JOINTS SHALL BE IN REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST MGMILLIAN LqE MIGROLAM ACCORDANCE WITH SECTIONS '!14 8 'I15 OF THE 2020 NYS BG, RESPECTIVELY. HOR. -� HORIZONTAL B. 6EORGIA PACIFIC 2.OE G-P LAM 1.5.2. ORIENTED-STRAND BOARD (056), WAFERBOARD ORIENTED-STRAND --- 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 6. ALL FIRE DOORS SHALL COMPLY WITH TABLE -II6.1(2) OF THE 2020 NYS BG. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOI5T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT T ALL FIRE WINDOWS SHALL COMPLY WITH TABLE 716.1(3) OF THE 2020 NYS BG. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITTY THE WOOD APPLICABLE CODE EVALUATION REPORTS. 8. FIREBLOCKING AND DRAFT5TOPPIN6 SHALL BE INSTALLED IN ACCORDANCE AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, WITH SECTION 71& OF THE 2020 NY5 BC. FIREBLOGKIN6 AND DRAFT5TOPPING IS AUTHORIZATION OF THE ARGHITEGT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL REQUIRED IN COMBUSTIBLE CONCEALED SPACES, BETWEEN HORIZONTAL/VERTICAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY SPACES, AND WITHIN CEILING d FLOOR ASSEMBLIES EXCEEDING 1,000 S.F. A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. q. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SECTION q06 OF THE 2020 NYS BG. EXTINGUISHERS SHALL BE SIZED Q LOCATED OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS IN COMPLIANCE WITH TABLE 106.3(1) FOR ORDINARY HAZARD OCCUPANCY. 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AA4.1 CELLUL0510 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR MEANS OF EGRESS it ACCESSIBILITY IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. I. MEANS OF EGRESS SHALL BE PROVIDED IN FULL COMPLIANCE WITH CHAPTER 10 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. OF THE 2020 NYS BC, AND SHALL BE MAINTAINED IN ACCORDANCE WITH THE NYS SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL 51DIN6 STRUCTURAL PANEL 51DIN6 USED IN FIRE CODE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 2. DESIGN OCCUPANT LOADS USED TO DETERMINE MEANS OF EORF-55 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS HAVE BEEN DETERMINED PER SECTION 1004 OF THE 2020 NYS 50. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 3. ALL ROOMS OR SPACES CONSIDERED AS AN ASSEMBLY OCCUPANCY SHALL COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. HAVE THE OCCUPANT LOAD OF SUCH AREA POSTED NEAR THE MAIN EXIT IN A 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CONSPICUOUS MANNER, AS PER SECTION 1004.q OF THE 2020 NYS BG. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. CODES AND REFERENCE STANDARD- CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 4. WALKING SURFACES ALONG MEANS OF EGRESS SHALL HAVE A SLIP-RESISTANT 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND SURFACE AND BE SECURELY ATTACHED. STATE BUILDING CODE, 2020 NEW YORK STATE PROPERTY MAINTENANCE 5PEGIFIE5 THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). z CODE, AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 5. EXITS SHALL DISGHAR6,E DIRECTLY TO THE EXTERIOR OF THE BUILDING IN w CODE. SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2, LAG SCREWS: LAG SCREWS OR LAC, BOLTS SHALL COMPLY WITH ANSI/ ACCORDANCE WITH SECTION 1028 OF THE 2020 NYS BC. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEG.'s). ASME 518.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 0 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 6. MEANS OF EGRESS DOORS SHALL COMPLY WITH SECTION 1010.1 OF 2020 NYS 0 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BG. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN (AFdPA) AMERIGAN WOOD COUNCIL (ANC). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END &RAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, 7. MEANS OF EGRESS DOOR OPERATIONS AND DOOR HARDWARE SHALL BE IY TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE C70VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS COMPLIANT WITH SECTION IOIO.I.q OF THE 2020 NYS BC. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PLUMBING CODE. SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 8. ILLUMINATION OF THE MEANS OF EGRESS, NOT TO BE LESS THAN I FOOTGANDLE W EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND (II LUX) AT THE WALKING SURFACE,SHALL BE PROVIDED AT ALL TIMES THAT A Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653,STRUCTURAL QUALITY, ROOM OR SPACE 15 OCCUPIED, IN ACCORDANCE WITH SECTION 1008 OF THE MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 2020 NY5 BG. HOWEVER, WHEN COLUMN OR P05TING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE OOVERNIN6 BUILDING CODE AND ANY TABLE 1604.5 CLIMATIC GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S q. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED PROJECT: CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS, CODE EVALUATION REPORTS. BY THE PREMISES'ELEGTRICAL SUPPLY, AS PER SECTION 1008.3 OF THE 2020 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG NYS BG. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL GROUND SNOW LOAD 25 LBS w/6" RISE 8 w/(2) 3/4"(1) BOLTS THROUGH CENTER LINE OF VERTICAL LE05 2.2.5• NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD SYSTEM SHALL AUTOMATICALLY ILLUMINATE EGRESS AREAS PER 2020 NYS BG GENERAL WIND PROTECTION CONNECTION NOTES: NOFO CENTER SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. SECTIONS 1008.3.1 - 1008.5.4, AND SHALL PROVIDE POWER FOR AT LEAST q0 STRUCTURAL MEMBER ALLOWABLE DEFLECTION BASIC WIND SPEED 150 MPH UNITS #3A & #3 B I ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 2.2.6. PNEUMATIC MINUTES U51N6 STORAGE BATTERIES,UNIT EQUIPMENT, OR AN ON-SITE GENERATOR. NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES - - ----- - - - CONSTRUCTION;SSTD 10-qq AND 2018 SBG HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 10. EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT EXPOSURE CATEGORY B V CONSTRUCTION MECHANICAL CONNECTIONS: AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL PER 2020 NYS ROOF MEMBERS SUPPORTING PLASTER OR STUCCO GEILIN6 L/360 I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE MANUFACTURER'S CODE EVALUATION REPORTS. Br, SECTION 1015. EXIT SIGNS SHALL BE PLACED SUCH THAT NO POINT IN AN EXIT SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100 FEET OR THE LISTED ROOF MEMBERS SUPPORTING NON-PLASTER CEILING L/240 SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 VIEWING DISTANCE OF THE SIGN,WHICHEVER IS LESS. 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN6 DEVICES NOT 2 THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED WOOD5GREW5 (INCH SERIES). ROOF MEMBERS NOT SUPPORTING CEILING L/180 WEATHERING SEVERE 10200 MAIN RD INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL II. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED PER 2020 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. BY 'SIMPSON' MANUFACTURER. NYS BG SECTIONS 1015.5 OR 1013.6, RESPECTIVELY. ILLUMINATION SHALL BE FROST LINE DEPTH 3-O MATTITUCK, NY 11952 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES PLUMBING PROVIDED AT ALL TIMES AND EXIT SIGNS SHALL BE CONNECTED TO AN FLOOR MEMBERS L/360 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) EMERGENCY POWER SYSTEM WHICH PROVIDES CONTINUED ILLUMINATION OF NOT DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. LE55 THAN q0 MINUTES IN CASE DF PRIMARY POWER LOSS, AS PER 2020 NYS BG EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH L/360 TERMITE MODERATE TO HEAVY AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY SECTION 1015.6.5. DRAWING TITLE: LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY 'SIMPSON° 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 12. A 51ON 5TATIN& "EXIT" IN VISUAL CHARACTERS, RAISED CHARACTERS, AND EXTERIOR WALLS W/ BRITTLE FINISHES L/240 GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION BRAILLE AND COMPLYING WITH IGG A117.1 SHALL BE PROVIDED ADJACENT TO STRUCTURAL DESIGN CHARTS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER AND AT BASE OF VERTICAL WASTE PIPES. EACH DOOR TO AN EXIT PASSAGEWAY AND AT THE EXIT DI5CHAR&E, AS PER EXTERIOR WALL5 W/ FLEXIBLE FINISHES L/120 AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 2020 NYS BG SECTION 1013.4. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT Ile)" 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING FOOT. 13. REQUIRED 510NAGE OF ALL ACCESSIBLE AND INACCE551BLE AREAS MUST INTERIOR PARTITIONS W/ PLASTER OR STUCCO FINISH L/360 RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER COMPLY WITH SECTION IOOcIA OF THE 2020 NYS BG. LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: INTERIOR PARTITIONS W/ BRITTLE FINISHES L/240 RAFTERS. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - DISH WASHER.........................................2" TKITCHEN SINK........................................2" b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ARCHITECT INTERIOR PARTITIONS W/ FLEXIBLE FINISHES L/120 PAGE: - LAVATORY...............................................2' 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM - SHOWER/TUB..........................................2" T FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 16" WITHIN 4' OF EXTERIOR CORNERS. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED - TOILET""""""""""""'...............................5 ----- BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. - LAUNDRY .................................................2" 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED - FLOOR DRAIN..........................................3" STRUCTURAL DES I CAN LOADS G-002mOO TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" _ OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE ELECTRICAL:PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM THROUGH ROOF. USE 1 LIVE LOAD DEAD LOAD BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY TO 2017 NATIONAL ELECTRIC, CODE, NFPA 70 AND 2020 NEW PORK STATE 7. PROVIDE FROST-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN s _ DATE: 05/05/23 2 OF 8 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS ENERGY CONSERVATION CONSTRUCTION CODE. DRAIN COCKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW FIRST FLOOR AREAS AND AT SPACING NOT EXCEEDING 4' ON CENTER. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON PROTECTION. OTHER FLOOR AREAS 100 psf 15 psf COMPLETION OF WORK. GUARDRAILS AND HANDRAILS GYPSUM WALL BOARD COMPLETION WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 50 p If / 200 Ibs 15 p sf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT _ 3. SMOKE/CARBON MONOXIDE DETECTORS, IN CONFORMANCE WITH NFPA 7 (LIVE = LINEAR / POINT) WITH BACK FLOW PROTECTION.2 �,�,��q t COMPOUND METHOD. SHALL BE VERIFIED. WHEN NOT PRESENT PROVIDE HARD WIRED DETECTORS w/ * q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL ALL STRUCTURAL DESIGN GON5IDERATIONS ARE IN CONFORMANCE WITH t� Calf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLESS BATTERY BACK-UP IN COMPLIANCE w/ 2020 NY5 BC ql5 4 LOCAL CODE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ASGE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUGTURES) GO� K p OTHERWISE NOTED. WATER RE515TANT (H.R) AT BATHROOMS AND WHERE �o ° - j '0 >> DEEMED APPLICABLE. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR �- TO CONGEALMENT OF PLUMBING. 3. 5/8 ,ONE HOUR RATED, TYPE X' GYPSUM BOARD ON CEILING AND WALL5 t, u (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUGIN6 NO NOTGHIN6 AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED ==. ' ' •� 1+ EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL NOR ANY POTENTIAL DAMAGE THEREOF. ` !�- CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 37,Q5 Ad 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE ��OF tACG` TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. AGGE55I BLE FLUM51 NO ELEMENTS $ FAG I L I T I ES DETAILS (PER I GG A I I-7. I C HAFTERS 5 1$ 6) NOTE: THIS SCHEDULED ES NOT INCLUDE SCHEDULE FOR ETAL FRAMING STRAPS BATHROOM NALL E3L0G< 1 NO *UNITS OF MEASUREMENT OF THE DIMENSIONS PROVIDED ARE INCHES (TOP MEASUREMENT) AND MILLIMETERS (BOTTOM MEASUREMENT)* (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, aQ AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE 0 (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Lu co Other fixtures not allowed 915 within this area r.y 35 may 35 m1x 42 max 1070 m 24 min 24 rrxn - - J FASTENER SPEC. FASTENER 610 915 610 12" MIN 12" MIN DESCRIPTION AND QUANTITY SPACING Q .�+ N 24 rT*n - -- 1 610 I �' E I rc a i2 min x TOILET PAPER ROOF 4 GE I L I NO FRAMING � Seat height 'E n $Q5 r9. R E o AX _0 r- 1 Sectwn 609.3 E �. ^~+ z +' 1 430-485 �� Z RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER s. z 0 z O O (V O L---------- cc I CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER JOIST > 2 - (� I X (V 60 min 1525 "'"'"` " ` "'"'" "� `= - m try (17 Iry CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP O 0 4- FIG. (IQ FIG.604.3 604.4 10 7U J;42" -J � cc L0 SIZE OF CLEARANCE FOR WATER CLOSET WATER CLOSET SEAT HEIGHT (a)Protruding Dispenser Below Grab Bar (b)Protruding Dispenser Above Grab Bar G CEILING J015T LAPS OVER PARTITIONS (FACE-NAIL) q-16d COMMON EACH LAP C N O (c)Recessed Dispenser L MIN Q .— cli: O WATER CLOSET PLACEMENT TOILET PAPER DISPENSER PLACEMENT (FIG. (504.1) 12" MAX COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE REINFORCED AREAS FOR INSTALLATION OF BLOCKING TO RAFTER (TOE-NAIL) 2-6d COMMON EACH END n , 36 min GRAB BARS AT WATER GL05ET5 RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END W 39-41 � 915 12 min 990-1040 c 24 min 305 4 to 4 8 perimeter 54min mQ 610 100-120 WALL FRAMING 12 max 1370 305 1l/3 ._ 42 mm 1 1�-2 2 max 38 loss 32-51 51 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON ' PER FOOT � wi � r lEVsecaon 6094, ° o TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE Cn / ^ ` NAIL I NO/STRAFF I NO @ I,�I I NDO �4/0OOR HEADER DER STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. �W/ 1'1z min ! y v �`i 38 (a)Circular (b) (c) HEADER TO HEADER (FACE-NAIL) 16d COMMON 16" O.G. ALONG EDGES • Noncircular — NOTATION: FIG.609.2 A - NUMBER OF Sd NAILS® EA. END OF STRAPPING(200 WFGM,TABLE 3.1,P. ISq) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON PER STUD FIG.604.5.1 FIG.604.5.2 FIG.609.3 B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.23B, P. 211) , 1 SIZE OF GRAB BARS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, SIDE WALL GRAB BAR FOR WATER CLOSET REAR WALL GRAB BAR FOR WATER CLOSET SPACING OF GRAB BARS G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.230,P. 2q2; ENDJOIST, or BLOCKING (PAGE-NAIL) 2-Ibd COMMON I2 PER FOOT v ALTERNATE AS PER TABLE 3.23D,P. 213) D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE GRAB BARS PLACEMENT GRAB BARS SPECIFICATIONS A D (2015 WFGM,TABLE 3.1,P. Oct) FLOOR FRAMING ._ E - NUMBER OF JACK STUDS® EA. END OF HEADER(2015 WFGM, TABLE 3.22F,P. 288) Q I ,, G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) ® EA. SIDE - V, 15 min 8 min (DOES NOT APPLY TO DOORS) (200 WFGM, TABLE S.b,P. 141) JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd CO 5 max 205 WMMON PER JOIST Qm n 1 380 a 2os r----------- i E BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END ----------- F/45TENING SCHEDULE B _ 9 BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END 1 F ROUGH OPENING FRAMING REOUIREMENT5 FOR WINOOW/DOOR OPENING5 I 230 I o r E �, 1 I I (IN ACCORDANCE WITH WOOD FRAME GON5TRUGTI0N MANUAL 2018 EDITION) BLOGKIN6 TO SILL or 1 I 9min ! i�---J I i _ TOP PLATE (TOE-NAIL) 3-Ibd COMMON EACH BLOCK 230 ! 121.. i ------------ ANOTATION ELEDGER STRIP TO BEAM (FACE-NAIL) 3-16d COMMON EACH JOIST ROUGH° OPN6JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-&d COMMON PER JOIST 6 max 17-25 wg� - 3$ in a 11 min635 150 430-635 2'-0" 2 I I I I I 28o BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST (a) (b) FIG.606.3 (b)Elevation Elevation p�;;, Elevation Plan 4'-O" 4 I 2 2 2 2 BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT HEIGHT OF LAVATORIES AND SINKS FIG.602.5DRINKING FOUNTAIN SPOUT LOCATION FIG.306.3KNEE CLEARANCE FIG.306.2TOE CLEARANCE * - PROVIDE (2) 2"xl0" HDR (MIN.)U.O.N. - LAVATORY (B) REQUIRES SILL PLATES OF 2"xb" (MIN.) ROOF SHEATHING/SINK PLACEMENT DRINKING FOUNTAIN PLACEMENT KNEE ff TOE CLEARANCES 2 3 4 4 4 STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD PERIMETER EDGE ZONE ad COMMON 6" EDGE / 6" FIELD GABLE ENDI^IALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. UP TO q" RAKE OVERHANG CEILING SHEATHING GYPSUM WALLBOARD �]E: 5d COOLERSJIT' EDGE / 10" FIELD WALL SHEATHING STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD Z w FLOOR SHEATH I NO (SUBFLOOR) 0 0 STRUCTURAL PANELS: I" or LESS: ad COMMON 6" EDGE / 12" FIELD GREATER THAN I": Iod COMMON 6" EDGE / 12" FIELD - NAILING REQUIREMENTS ARE BASED ON ALL 5HEATHIN6 NAILED 6" O.G. AT THE PANEL EDGE. w W ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING IS REDUCED. Q FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. 3 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH N 0 FO CENTER SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. UNITS #3A & #3 B RE C E TV E D 10200 MAIN RD �-- MATTITUCK, NY 11952 MAY 2 3 2023 Southold I-own DRAWING TITLE: Planning Board ACCESSIBLE PLUMBING ELEMENTS STRAPPING, & NAILING DETAILS FASTENING SCHEDULE PAGE: G-003mOO DATE: 05/05/23 3 OF 8 xkr_0 AP 01 COA tP Q3-7410'5 0, �.0F t� ,,,/'� OENERAL 5)""M50L � —{ PARTIAL HEIGHT WOOD —{ EXISTING TO BE DEMOLISHED Ind FRAME (L.G. STL. WHEN It IC � Q EXISTING TO REMAIN APPLICABLE) jug NEW WOOD FRAME (L.G. LLj NEW FOUNDATION WALL W STL. WHEN APPLICABLE) I�j�\ I ca ," EX SOT j I J (M �\���II \� PLUMBING I Q + (V 1* --�---- NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL -, —FIXTURES II I 0 WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS --- ---_----- I // WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. � � NEW 2-HR FIRE RATED ��j' I I // +J WOOD FRAME (L.G. STL. l� L ___J J/ \ 0 O N z O WHEN APPLICABLE) CL 'cz Ln Y d- i U DEMOLISH x :3 cmINTERIOR WALLS d J O p 0 4- ' PARTITIONS (TYPJ ALL EXISTING CABINETS, m 4 i '- n PLUMBING FIXTURES b CV O (c I APPLIANCES TO BE REMOVED .� Q O a O II J II ? II U LA O I II I r 1L_ T IIr------------- - I II U 11 a I — II - 4—J m I1J1Jr1rrrzzZ'Z' NO WORK TO BE DONE j SCOPE OF WORK DOES U NOT AFFECT THESE UNITS 4'_b" IL i. � J111IIIIQ I L n !n ,. � I I I I I = I I V J I I I nl �z> L�_ W II II I Xp I Q NO WORK TO BE DONE w DEMOLISH ----- I I SCOPE OF WORK DOES 1 INTERIOR WALLS 3 REMOVE PORTION NOT AFFECT THESE UNITS PARTITIONS (TYPJ U OF WALL AS REO'D FOR NEW DOOR ____ _______� ^rr DEMOLISH /�'�1 INTERIOR WALLS $ I PARTITIONS (TYP.J � I II II II II II II j II II II II II u I REMOVE EXIST. WINDOW, I d PORTION OF WALL AS I I //I REO'D FOR NEW DOOR; I I l/I EXIST. HDR TO REMAIN I I I/I n II II II II II II II II II II EXIST. I I J I I EXIST. MEGH MEGH ROOM ROOM EXIST.UNFINISHED FROFOSED DEMOLITION PLAN - FIRST FLOOR (UNITS #I , #21 #5) BASEMENT z EXIST. HALL w 41642 S.F. O ROSS AREA (ENTIRE FIRST FLOOR) SCALE: I/4" = 1'-0° 2 0 U w EXIST. HALL Li.i RECEIVED O o " 0 X MAY 2 3 2023 PROJECT: Sout of Town Planning Board NOFO CENTER i �««��»,i UNITS I N I T EXIST. I ( EXIST. V S #3A & #3 B OFFICE #1 I HORK SPACE (70 S.F.) (55 S.F) m EXIST. 10200 MAIN RD WORK MATTITUCK, NY 11952 SPACE EXIST. STORAGE I (36 S.F.) RELOCATE (110q 5.F.) _ _ _ EXIST. SINKS 11r_�1] DRAWING TITLE: II NO WORK TO BE DONE AREA IS NOT PART OF A RENTAL UNIT AND IS - — �JI 111 " N1 EXISTING FOUNDATION PLAN SCOPE OF WORK DOES ACCESSED BY BUILDING MANAGEMENT ONLY. I/ I L J iJ NOT AFFECT THIS AREA AREA IS NEITHER PART OF UNIT 5A NOR UNIT I r EXIST. I DEMOLITION PLAN 313. DOORS TO STORAGE AREA REMAIN _ I SECURELY LOOKED AT ALL TIMES ?ZZ T_LTJ11 KITCHEN EXIST. — (65 S.F.) OFFICE #2 Q O O (70 S.F) DEMOLISH i INTERIOR WALLS 4 PAGE: PARTITIONS (TYP) i IAn --------------- A-101 ■ OO I I I I I 1111 uI 11 \` _u DATE: 05/05/23 4 OF 8 II 11 11 EXIST. EXIST. I I EXIST. WORK WORK OFFICE #3 SPACE SPACE I (144 S.F) SD Z (70 S.F.) r7 (55 5.F.) ��/ s a M. 1 Q 0 tp 9TF EX I STI NO FOUNDATION PLAN (COMMON AREAS UNIT #5) 2,600 S.F. OROSS AREA (ENTIRE FOUNDATION LEVEL) SCALE: 1/4" = 1'-0" (5ENERAL S�1� 50L <E : _ EXISTING PARTIAL HEIGHT WOOD TO BE DEMOLISHED h7777mf FRAME (L.O. STL. WHEN Q EXISTING TO REMAIN APPLICABLE) { NEW WOOD FRAME (L.O. NEW FOUNDATION WALL / J �--{ STL. WHEN APPLICABLE) /� \1 cocy NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V Q +' cm WOOD FRAME (L.O. STL. El POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL c O POST FOR b" WALLS), U.O.N. j�NEN 2-HR FIRE RATE _ 0 WOOD FRAMES (L.O. STDL. O O N Z O WHEN APPLICABLE) CL •� � c 2 x O N O 4- ' O 0m Z; (9 C N O O a L "}--J 70 U •— Q� � - -J m -c + U IL Q .— CL (a) 0 NO WORK TO BE DONE SCOPE OF WORK DOES NOT AFFECT THESE UNITS EXIST. SLAB ON GRADE H Z W U r � W H Q NO WORK TO BE DONE PROJECT: SCOPE OF WORK DOES NOT AFFECT THESE UNITS AA NOFO CENTER UNITS #3A & #3 B 10200 MAIN RD MATTITUCK, NY 11952 I � DRAWING TITLE: EXISTING FLOOR PLANS RID — PAGE: MAY 2 3 2023� Southold i own -:102m00 Planning Board DATE: 05/05/23 5 OF 8 It t M. EX I ST I NO FOUNDATION PLAN (UNITS #4 #5) EX I ST I NO FIRST FLOOR PLAN (UNITS #4 #5) 2/600 S.F. GROSS AREA (ENTIRE FOUNDATION LEVEL) SCALE: 1/4" = 1'-0" 4,6 42 S.F. GROSS AREA (ENTIRE FIRST FLOOR) SCALE: 1/4" = 1'-0" �T 03�44�, fOFt4 GENERAL 5'*%rM50L Ems : I PARTIAL HEIGHT WOOD EXISTING TO BE DEMOLISHED FRAME (L.0. STL. WHEN > EXITn- APPLIGABLE) n Q EXISTING TO REMAIN O 6 ' j 0 NEW FOUNDATION WALL I EW LU NEW WOOD FRAME (L.O. � I GO ON VESTIBUL STL. WHEN APPL I GABLE) G __ - _ „. „ ' , 3Qx6 LJJ O V_w -.�. NEW NISEX AREA AREA —� (y) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL m "'�„ A.D.A. GC�MPLIANT 1O (75 S.F. Q N WOOD FRAME (L.O. STL. © POST FOR 4" WALLS I f f � O BAT OOM O b7 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL r � d ' 0 POST FOR b" WALLS), U.O.N. +' > 2 — NEW 2-HR FIRE RATED I I Of }. (D WOOD FRAME (L.O. STL. 1 ,� EXIT3��6@ i z O Ay APPLIGABLE) t O _ N a .O 1 > U c: cn C Oc\1 CccB 4 > > a W NEw a-._. -:, m. a �,•,::� a O m CLOSET s ADA IN-SWINO DOORWAY: > UNIT #3A CODE REFERENCE: 20I7 100 AI17.1 505.5 603.2.2 EXCEPTIONS. �_ n 1 O W 3'-O" SM/GO I �� M Q W 2 I a Qw r NEW NO WORK TO BE DONE I 12 RETAIL SPACE N z0 SCOPE OF WORK DOES I (275 S.F.) w o O NOT AFFECT THESE UNITS NEW I II IL V O U c CONFERENCE O O: I ROOM ( UNIT #3B 0 Ft 8 Q (12(b S.F.) I 4 /_/ > LW L < i v T_ W f +6 n l Rr w am W 4 z Q NO WORK TO BE DOt4E m Q 4O w I.N75"xg5EW )" SCOPE OF WORK DOES m - r- I G.P. 2.0E NOT AFFECT THESE UNITS GLA55 p LVL HDR WALL d 3 m m DOOR I SM/GO 2&x6t q 1 NEW NEW MANAGER OFFICE SPACE OFFICE 2 (4Q7 S.F.) O (241 S.F) iv EXIT > �t s UNIT #3B I6 EXIST. a EXIT EXIT - - m EXIST. MEGH MEGH ROOM SM/GO 3 ROOM SM/CO COMMON EXIST. EXIST. HALL UNFINISHED FROPOSED FIRST FLOOR FLAN (UNITS #1 —2/ #5A/ s #5f3) AREAS BASEMENT H z 4,642 S.F. OROSS AREA (ENTIRE FIRST FLOOR) SCALE: 1/4" = P-0" 0 v w 0 RECE IV +s� - EXIST. HALL MAY 2 3 2023 F- i4 l J I IA m' RELOCATE - — S. EXIST. SINK 3 Southold Town Q STL. GIRDER < ��T" PROVIDE NEW Planning Board p COUNTER PROJECT: 0 FLOOR PLAN NOTES EXIST. m 5 DOOR NOTE: ACCESSIBLE ENTRAGE OFFICE #1 cv Q, O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. ACCESSIBLE DOORWAY AS PER IGG AI I7.1,CHAPTER 4. N 0 FO CENTER (70 S.F) x 4N PLANS BY W EXTERIOR (OR EQUAL). 2. V.I.F. EXIST. DOOR DOES NOT INCLUDE CLOSER 8 UNITS #3A & #3 B mw \ 2$xb� 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON LATCH;REMOVE COMPONENTS IF CURRENTLY EQUIPPED. PLANS BY 'THERMATRU' (OR EQUAL). N O� 3. DOOR THRESHOLDS SHALL BE I/2" MAX. IN HEIGHT. ►-_ 3.DOOR TYPE TO SELECT i< ()6 4.INSTALL AS PER MANU SPEG.'s PORTABLE FIRE EXTINGUISHER: z �jW I 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS x O I. PROVIDE (1) PORTABLE 2A:I05:0 FIRE EXTINGUISHER I 6.PROVIDE (2) 2"x&" HDR.,U.O.N. (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN 'i. SEE PAGE 6-003 FOR ALL OTHER FRAMING ELEMENTS COMPLIANCE w/2020 NY5 BG aOb. 10200 MAIN RD O uIN NEW WORK I AROUND DOORS (TYP. FOR ALL) U.O.N. 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS w oX AREA LOCATION THAT I5 READILY ACCESSIBLE AND MATTITUCK, NY 11952 0- - w (4Q S.F) IA FIRE RATED DOOR: AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL EXIST. STORAGE I O !1!Z - -- I VERIFY EXIST. 3QXbL 1.5 HR. SELF-CLOSING STEEL DR. NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. -� ®O - d PROVIDE NEW IF NOT PRESENT. 3. INSTALL PER MANU. SPE0.15 EITHER ON SUPPLIED (I loci S.F.) _� NEW dJ HANGERS 3 BRACKETS OR WITHIN CABINET USED TO OFFICE #6 DRAWING TITLE: z LL o 2-HR. FIRE RATED INTERIOR WALL CONSTRUCTION: HOUSE PORTABLE FIRE EXTINGUISHERS. CABINETS - -AREA IS NOT PART OF A RENTAL UNIT AND 15 - — — I (85 S.F.) O2 V.I.F. EXIST. CONSTRUCTION CONFORMS TO UL DESIGN NO. SHALL NOT BE LOCKED. PROPOSED FLOOR PLANS ACCESSED BY BUILDING MANAGEMENT ONLY. U505 IN CONFORMANCE w/UL 263 STANDARDS,OR 4. LOCATE BOTTOM OF EXTINGUISHER AT LEAST 4" ABOVE AREA 15 NEITHER PART OF UNIT 3A NOR UNIT - EXIST. I PROVIDE NEW. SPECIFICALLY: FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5' 56. DOORS TO STORAGE AREA REMAIN '� OFFICE #2 II - PROVIDE (2) J" DENS GLASS FIRE RATED SHEATHING ON ABOVE FLOOR. FOR EXTINGUISHERS WITH OR055 SECURELY LOCKED AT ALL TIMES- m (10 S.F.) L _ _ = rp a BOTH SIDES OF WALL. WHEN WALL CONTAINS OPENING, WEIGHT EXCEEDING 40 LBS, LOCATE 50 THAT TOP OF (LJI FIRE-RATED CONSTRUCTION SHALL INCLUDE HEADER, EXTINGUISHER 15 NO MORE THAN 3'-b" ABOVE FLOOR. WALL-SPACE ABOVE OPENING, 6 POSTS. O O �o EXIST. STL. 61 R _ — — IO TURNING SPACE: SMOKE DETECTOR / GO DETECTOR NOTES: bO"4) (MIN.) OR T-SHAPED TURNING SPACE IN COMPLIANCE — O I. ROOM5/5PAGE5 w/SM/CO DETECTOR INDICATED ON w/ IGG All T.I,SECTION 504. PAGE: 2$x6l� PLAN SAL BE CHECKED IF EXIST. HARD WIRED 5M/00 UNIT #3A FLOOR:DETECTOR 2.IF NONE - CONTRACTOR SHALL PROVIDE CODE II 1. NEW 4' PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION SCREW PERIMETER OF SHEATHING 4" O.G. 3 12" O.G. ® A-103m00 DETECTOR HARD WIRED TO EACH OTHER w/BATTERY INTERIOR. NEW BACKUP. 2.NEW FINISHED FLOOR TO MATCH EXIST. NO WORK TO BE DONE OFFICE #5 3.INSTALL ALL AS PER MANU. SPEG.'s RAILING NOTE: SCOPE OF WORK DOES +� (88 S.F.) `� 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 12 I. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT NOT AFFECT THIS AREA `9 IN COMPLIANCE WITH 2O20 NY5 BG q15 4 LOCAL CODE. TO ALLOW PASSAGE OF A 4" 0 SPHERE;36" HIGH N N NEw - NEW EXHAUST FAN SHALL BE INSTALLED WHERE HANDRAIL $ SPINDLE SPACING NOT TO ALLOW DATE: 05/05/23 6 OF 8 NEW I OFFICE #4 i+ O VENTILATION IS NOT MET BY MEANS OF NATURAL PASSAGE OF A 4" (P SPHERE OFFICE #5 (112 S.F.) n 4 2• 6RIPPABLE RAIL AS PER CODE (100 S.F.) CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 3. RAILING TO BE WOOD TO MATCH EXIST. RAILING 405.5.1.1; INSTALL AS PER MANU. SPECS SERVICE SINK I3 NEW SERVICE SINK SHALL BE PROVIDED IN INDICATED O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 LOCATION. 10,rD ARCS �Y ACCESSIBLE PLUMBING ELEMENT FURNACE �� c�Y M. O6 ALL NEW ACCESSIBLE PLUMBING ELEMENTS d FACILITIES 14 (2) EXISTING FURNACES TO REMAIN TO COMPLY WITH IGG AII"1.1 CHAPTERS 3 S 6. SEE AL50 �4; �A STANDARD DETAILS ON PAGE 6-003. WATER HEATER O (1) EXISTING WATER HEATER TO REMAIN Y- 2a'-7" WATER DISPENSER O NEW WATER DISPENSER SHALL BE PROVIDED IN INDICATED OIL TANK LOCATION. WATER DISPENSER HAS BEEN DEEMED AN I6 O (2) EXISTING OIL TANK TO REMAIN ACCEPTABLE SUBSTITUTION FOR DRINKING FOUNTAINS 'A ()37���j REQUIRED PER NYS PG 410, AS APPROVED BY THE SUFFOLK ,tom COUNTY BUILDING DEPARTMENT. I 1 ELECTRICAL PANEL EXISTING ELECTRICAL PANEL TO REMAIN �` O� PROPOSED FOUL DA71 ON PLAN (COMMON AREAS � UNIT #5A) 21600 S.F. OROSS AREA (ENTIRE FOUNDATION LEVEL) SCALE: 1/4" = 1'-0" I MEANS OF EGRESS TABLE A2,B21 FUNCTION ROOM OGGUPANT MAX. MAX. TRAVEL FIRST EGRESS ROUTE SECOND EGRESS ROUTE (2) E IT Q ROOM OF SPACE SIZE LOAD FACTOR OCCUPANT DISTANCE (IBC TABLE - - --- - _ O 1 �EW 1004.5) (S.F.) (S.F./OCCUPANT) LOAD ALLOWED (FT.) (1) ROUTE MAX. TRAVEL ROUTE MAX. TRAVEL I COMMON VE5TIBUL _ _ w AREA AREA -� NEW NISEX 1� � C �VED (� cu DISTANCE (FT.) DISTANCE (FT.) (75 S.F.) ----- --------- A.D.A.-G PLIANT - - - on% � Q a., N rs GESSORY _ - -- - -- --- - - - --- - BXXXL2,G2 ♦ MAY 2 3 2023 �BATHR MSTORAGE TORAGE I IOq 300 4 100 / 200 LI 53.4 - - (60 S.F.) 1 ♦ �_ O O AREAS ♦ Soutnola f ewn m - -- -- - -- - -- ♦ D Planning Board � co TOTAL: 4 E IT A2 AI/A2 ♦ o � cV z O - F&IR 1 } > � O N Lq EXIST. BUSINESS x ` 70 150 1 100 / 200 DI 61.4 D2IF 55.4 , 4- 1 OFFICE #I AREAS � �v 5 EXIST. BUSINESS -- -- - ' 1 a--' O m }' LO to -70 150 1 100 / 200 E 65.2 E2 62.1tu J OFFICE #2 AREAS I I ` c N O .. Q CL 0 _ NEW BUSINESS F OFFICE #5 AREAS 100 150 1 100 / 200 FI 73.5 F2 70.5 :2 z NEW BUSINESS O OFFICE #4 AREAS 112 150 I 100 / 200 Gi 77.7 G2 74.6 f, ' 1 O 1 ` CLOSET tL NEW BUSINESS 88 150 I 100 / 200 --- ! H1 75.3 -H2 -- - - 80.3 1 OFFICE #5 AREAS VV I z BUSINESS 85 150 1 100 / 200 I 62.5 12 67.8 I 1 - NEW -- -- - OFFICE #6 AREAS -- U •- �` NEW WORK BUSINESS 49 150 I 100 / 200 J 58.8 J 63.8I, 2 - ('r� AREA AREAS 1 � uu�J NEW OFFICE BUSINESS 4�i7 150 4 100 / 200 A 39.1 A2 16.0 `� 1 SPACE AREAS 1 • NO WORK TO BE DONE I G NEW ` NEW _ - - _ SCOPE OF WORK DOES ` I 1 -�- I 2 RE(2.75 5.17)GE � r l BUSINESS NOT AFFECT THESE UNITS NEW I I I ` v c- CO ROOM CE AREAS 126 150 1 100 / 200 KI 51.1 K2 40.2 ` CONFERENCE I 1 UNIT #3B ` - - ♦ (126 S.F) 1 ♦ _ - TOTAL: 12 - - - -- I 1 I 1 I /r • 1L V! x- - I 1 "' Q� NESPAGE RETAIL MERCANTILE 275 60 5 75 / 200 Bi 4.7 B2 44.2 I ` I ` 19 u NEW --- ---- >-_ ---- -=- - NO WORK TO BE DONE BUSINESS SCOPE OF WORK DOES 1 i ; O L - MANAGER 253 150 2 100 / 200 G 17.0 G2 56.2 NOT AFFECT THESE UNITS OFFICE AREA5 I ` I ` - -- - - 41 I I I/ 2 --- TOTAL: I� 7 � - L J t y - - - - - •�-7- - - - - - THE FIRST AND SECOND NUMBERS ARE THE MAXIMUM TRAVEL DISTANCES WHEN ONLY (1) EXIT AND MORE THAN (1) EXIT IS PROVIDED, RESPECTIVELY. AS PER 2020 NYS BC O TABLES 1006.2.1 4 1017.2. 2 - WHILE ONLY (1) EXIT IS REQUIRED PER 2020 IBC 1006.5.5, (2) EXITS ARE PROVIDED AND CONSIDERED. ` 1 O ' G2 COMPLIANCE STATEMENT: A, h NEW O THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYS BC USING NEI„I I I 1 MANAGER /✓1 CHAPTER 3 CHAPTER 10 OFFICE SPACE , OFFICE r 02/E2,12, (4a7 S.F.) 1 (24I s.F.� M H I J L �� � i� 2/ 2, 2, 2/ I � EJIT '� UNIT #3B I �1 1 EXIST. EXIT E IT - - - EXIST. MEGH _ MEGH ROOM /� O OB ROOM AI,DI,EI, I, GI EXIST. FROFOSED FIRST FLOOR EGRESS PLAN (UNITS #1 -2, #5A, #5B) N EXIST. HALL COMMON UNFINISHED AREAS BASEMENT 4/6 42 S.F. CROSS AREA (ENTIRE FIRST FLOOR) SCALE: 1/4" = I'-O" W .. - - SS D2'E2'1F2'52/H2/12'`J2,1-I MAX. CALCULATED �BCEoos3APAGITY MINIMUM EGRES �i U DESIGNED COMPONENT S SIZE DESIGNATION EGRESS GAP. PROVIDED COMPLIES? O I 1 O EXIST. HALL OCCUPANT FACTOR EGRESS GAP. GAP. PER (IN) LOAD (I N/OCGUPANT) REQ'D (I N.) CODE (I N.) w N � o O ' O 02,H2,12,J2 I (J A - DOOR 12 0.2 2.4 32 42 YES f�- O � l QPP2 I -viV - - EGRESS $ EMERGENCY DEVICE NOTES: B - DOOR 2 0.2 0.4 32 42 YES PROJECT: - I. REFER TO "FIRE Q SMOKE PROTECTION FEATURES" _ H --- EXIST. i � � I _ �I, 2, ♦ -- NOFO CENTER _ AND "MEANS OF EGRESS d ACCESSIBILITY" NOTES ON ` OFFICE #I 1 LL 1 11,�2, ♦ PAGE 6-002 FOR GREATER DETAIL. -G - DOOR 5 �0.2 1.0 32 56 l YES ' (70 5.F.) 6 (�- ♦ 2. IN THE EVENT OF POWER SUPPLY FAILURE AN ` L/ J J EMERGENCY ELECTRICAL UNITS #3A #& 3B� 1 1 I, 2 O L GAL SYSTEM SHALL D - DOOR 5 0.2 1.0 32 =56- PROVIDE YES AUTOMATICALLY ILLUMINATE MECHANICAL ROOMS AS - - PER 2020 NYS BG SECTIONS 1006.5, AND SHALL __ [ POWER FOR AT LEAST 90 MINUTES USING 40* N - STORAGE BATTERIES, UNIT EQUIPMENT,OR AN ON-SITE E - DOOR 5 0.2 1.0 52 3- E 6 YES i j� - 1 i GENERATOR. 10200 MAIN RD � - - NEW WORK 1 3. ALL DOORS SHOWN ON AREA AL ONO INDICATED EXIT ACCESS MATTITUCK, NY 11952 ROUTES,EXCLUDING MECHANICAL ROOM DOORS, F - DOOR 12 0.2 2.4 52 36 YES -IF (49 S.F.) SHALL BE EQUIPPED WITH PANIC HARDWARE IN EXIST. STORAGE 1 1 ` COMPLIANCE WITH NYS BG 1010.1.10. z 1 (Iloa S.F.) _ Q- - - NEw G - DOOR I o.2 0.2 52 56 YES DRAWING TITLE: ' I � OFFICE #6 ` 4. FIRE ALARM 6 DETECTION SYSTEMS (INCLUDING - �7- -AREA d --- - --- - -. �.VISIBLE ALARMS) ARE NOT REQUIRED FOR AREA IS NOT PART IN A RENTAL UNIT AND IS I I/ 2 (65 S.F.) ` THE PROPOSED UNITS, AS NONE OF THE CONDITIONS 0 H - DOOR 1 0.2 0.2 32 30 No PROPOSED EGRESS FLOOR PLANS ' AREA 15 N BY BUILDING MANAGEMENT ONLY. - -1 �1 ` STATED BY NYS Br, 907.2.2 # 907.2.7 EXIST. 0 AREA IS NEITHER PART OF UNIT 3A NOR UNIT EXIST. H 55. DOORS TO STORAGE AREA REMAIN OFFICE #2 ' 1 - 1 I ` 5. V.I.F. LOCATION OF EXISTING EXIT SIGNS. AT x I - E -_ SECURELY LOCKED AT ALL TIMES (70 S.F.) ' L - _ _ _ _ I I LOCATIONS WHERE EXIT SIGNS ARE INDICATED ON � I - DOOR � I O.2 O.2 32 32 YES PLANS BUT NOT EXISTING,PROVIDE NEW EXIT SIGNS IN - O O O - I I I 1 2 CONFORMANCE w/NYS BG 1015. � W J - STAIRS 7 0.2 1.4 44 50 YES - - - f H H PAGE: �' UNIT #3A - - 1--r- CrEI/E2 - DOOR 7 F- 0.2 1.4 52 56 -_ YES Im I - -- A-1.04moo 1NEN L - DOOR 7 0.2 I 1.4 32 36 YES ' NO WORK TO BE DONE I I ` OFFICE #5 50OPE OF WORK DOES S.F.) NOT AFFECT THIS AREA ` M - DOOR II 0.2 2.2 32 36 YES DATE: 05 05 23 NEw O1 N NEw / / 7 0 F 8 O ♦♦ OFFICE #4 - - - - ' OFFICE #3 ' ♦ (112 S.F.) N - DOOR I 0.2 0.2 32 32 YES (100 S.F.) � ♦� `` ---- - /� I O - DOOR FI 0.2 0.2 32 52 YES i' - _J --]' ♦ P - DOOR I 0.2 0.2 32 32 YES �� DAP, FIF:2 �I,�2 HI/H2 Q - DOOR I 0.2 l 0.2 32 32 YES R - DOOR 2 0.2 0.4 52 56 YES PROPOSED FOUNDATION EGRESS FLAN (COMMON AREAS UNIT #5A) 5 - DOOR 4 0.2 0.5 32 36 YES 9j. �37 0'3 4() EGRESS COMPONENT 15 AN EXISTING NON-COMPLIANT ITEM. THE SCOPE OF WORK DOES NOT INCREASE THE REQUIRED SIZE OF THIS fi0F N�� 2/600 S.F. CROSS AREA (ENTIRE FOUNDATION LEVEL) SCALE: I/4" = I'-O" �l� EGRESS COMPONENT AND DOES NOT RESULT IN AN INCREASE IN THE DEGREE OF ITS NON-COMPLIANCE. Q CIL W W CD J fM Q :t N cl� c: L0 O O .� >: C9 O � (V z O a. •cu- � 2 x cv O 00 4- -F- O m Z n C 0 O cc a � f � o —�--� U •- -�-� M RECEIVED -c- + MAY 2 3 2023 0 � Southold Town Planning Board __----- < U)Ask n LL W NOTE: lZim ALL PLUMBING WORK SHALL CONFORM TO PROVIDE "ABESGO FP200 FR LOCAL PLUMBING CODE u EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE RATED WALLS AND O FLOORS/CEILINGS. PRODUCT LEGEND EXIST. 4" FRESH AIR CONFORMS TO ASTM E &14, VENT THROUGH ROOF ASTM E 64, AND UL 14"14 HOT WATER —————- SUPPLY I I GOLD WATER NEW UNISEX 3 1 NOTE, NEW UN15EX SUPPLY ADA-COMPLIANT J ALL PLUMBING WORK ADA-COMPLIANT RE5TROOM __——__ SHALL CONFORM TO RE5TR00M PROVIDE "ABESCO FF200 FR LOCAL PLUMBING CODE EXPANDING FOAM" (OR EQUAL) w AT ALL PENETRATIONS IN FIRE I I 1 RATED WALLS AND 11 12' 12 1 FLOORS/CEILINGS. PRODUCT IL I I Q4 CONFORMS TO ASTM E 814, u EXIST. F.A.I. I 4 ASTM E 84, AND UL 14'19 I 1 1 TO REMAIN I GLEAN KI jX v W IC. I OUT AS =I :� W G - „ I 1 REOV cV1 Ic\V m CONNECT TO G.O. 4" NEW --� 4" HOUSE CONNECT TO I II j3 EXIST. MECH.1 I EXIST. DRAIN I EXIST. WATER I - I .v I SYSTEM WORK r 1 MAIN G.O. SUPPLY SYSTEM �1 1U �I AREA I 1 AREA SERV. 12 DRAIN =1 j= IN SERV. 1 I 1 SINK I n1 SINK I I 1 4 1 1— z EXIST. b4: TO SEWER 1 ~ w►u 1 1 UNFINISHED z 11 lu I BASEMENT SYSTEM 11 Q RELOCATED N `�7 Y 11 O TO STREET j 1>] SINK PUMP WV 1- NEW PUMP NEW WORK EXIST. �� rWATER MAIN AREA UNFINISHED BASEMENT w _—.._..—. _..—..� f- a 0 FLUMBINO RISER - r7)RA I N / NASTE / VEIN FLUME I N RISER - SUFFLY PROJECT: SCALE: NT5 SCALE: NT5 NOFO CENTER UNITS #3A & #3 B 10200 MAIN RD MATTITUCK, NY 11952 DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: ® ■ 00 DATE: 05/05/23 8 OF g � gF D ARC'�� �G) pa 037 F 0 F �1�� 131.75' SITE LAYOUT NOTES: PROPERTY LINE I. THIS 15 AN ARCHITECT'S SITE PLAN $ IS SUBJECT TO VERIFICATION BY A LICENSED O EXTENT OF PROP. DISTURBANCE - - _ S6Q°20'50"W SURVEYOR. THE INFORMATION TO EXIST. ASPHALT PARKING _z - REPRESENTED ON THIS SITE PLAN IS TO THE p1 LOT PRESENTED ON EROSION ARCHITECT'S BEST OF KNOWLEDGE. UF Q CONTROL PLAN ON PAGE G-004 p ry NEW b'�x12' DEEP I 2. SURVEY INFORMATION WAS OBTAINED OW TEST o \1 FROM A SURVEY DATED DEGEMBER 15, 2021 LLI EXIST. HOLE DRYWELL TO REPLACE m \1 (t3 LAWN EL.=20.6' REMOVED DRYWELL O VVV AND PREPARED BY: M l.r, 7 Ili lz SGALIGE LAND SURVEYING Q +-� N \�v� G I N.Y. STATE LAND SURVEYOR b7 SPACE LIC. #050736 27 O RESERVED FOR I \ O O 26 25 24 TELEPHONE: 631-957-2400 O PROP. SEPTIC \ EXIST. 8' A2' EXPAN5ION POOL L.=24.1' DEEP DR WELL I / O N z O (NOT INSTALLED 32 TO BE MOVED A / 51TE PLAN NOTES �- - ) \ / O � X � CV AT THIS TIME) I (>3 '-' U � / \ / OFF-STREET PARKING SPOT (TYPJ: p O O 4-+ ( / O EXISTING 10'x2O' PARKING SPOT O m Z EXIST. 8'�x12' ` I (, ASPHALT / g0 T : O N O DEEP DRYWELL I � \\� \\ �� � / NEW ASPHALT SURFACE: Q O TO BE REMOVED 34 V _, O cQ / O PROVIDE NEW NY STATE DOT TYPE (OF TOP COURSE B Z���. PARKING / ASPHALT UPON COMPACTED 4" STONE AGGREGATE IN 10 MIN. 2 I AREAS WHERE EXIST. PARKING SURFACE DISTURBED BY <5 \ SPACE RESERVED EXCAVATION ACTIVITIES REQUIRED FOR SEPTIC SYSTEM - COMBINATION OF (2) EXI STI NO GENERAL BUSINESSES UNITS. �_®O I .®® PROJECT LOCATION &SCOPE INSTALLATION. SEE AL50 SEPARATE HEALTH DEPARTMENT FOR PROP. SEPTIC 8" MIN O EXPANSION POOL APPLICATION, AS WELL AS EROSION CONTROL PLAN ON - ADDITION OF NEVI UNISEX ADA-GOMFL I ANT RESTROOM AND PAGE 0-004 OUTLINING THE EXTENTS OF THE DISTURBED SITE PLAN &ZONING DATA NEW &Oxl2' 35 0 (NOT INSTALLED I ASPHALT SURFACE. FLUN/B 1 NO FIXTURES SERV I NO UNITS I � 2. �- _ AT TH15 TIME) DEEP DRYWELL 0 � O 4/ POST LIGHT (NEW): /� TO REPLACE I rI � �6 � ; Uj `�/ EXIST. COVER O MGGRAW-EDISON - GALN-5AIA-2'12-U-SL4-H55-34bb POST - CLOSE OFEN I NO BETNEEN UNITS 2 3 NI TH FIRE-RATED NALL. REMOVED / (� \I \ \�'t' � NO CHANGES GENERAL OF 8'�x10' TOP MOUNT FIXTURE INSTALLED AS PER MANU. SPEC.S. �� .�® GENERAL NOTES DRYWELL \ i I PROPOSED TO EXIST. ,w DEEP DRYWELL MOUNTING HEIGHT: - 12'-0" POST d �� PARKING LAYOUT 0/ I HOURS OF OPERATION: 5-IOPM(EVENING) STRUCTURAL DESIGN CHARTS U 8' MIN.~ .. , �/ WATTAGE: 29.1 WATT5 Oi Z / LUMENS: 3,466 EXIST. GONG. Ul - ( ( 1 COLOR TEMPERATURE: 2"100°K RETAINING WALLS ?p PROP. SEPTIC EL.=25.1 \ / i w/ 3' HIGH STEEL M/N SY5TEIy4 PER 5CDH5 /_,' I TOP-MOUNTED 51ON LIGHTING (NEW): — - O�-®OJ.00 STRAPPING & NAILING DETAILS 4_j m GUARDRAILS Q REF. O. G-21-03C(5 � T DATA :( O- l O / PROVIDE TOP-MOUNTED SIGN LIGHTING TE BOTH SIDES FASTENING SCHEDULE 23 / OF SIGN;SPECIFIC MODEL TO BE SELECTED BY OWNER. „J_ EL_Iq a 11 - / LIGHTING SHALL CONSIST OF I.E.S. (ILLUMINATING I ° ENGINEERING SOCIETY) "FULL GUT OFF" DESIGNATED ACCESSIBLE PLUMBING ELEMENTS A Q 22 \ G `� I FIXTURES WITH "RLM" (D15H) TYPE SHIELDS. LIGHTING ( l SHALL BE POSITIONED SUCH THAT LIGHT FALLS ENTIRELY PROJECT / ZONINO DATA v c / LL - B I I I F 1 gyp, �8 `- ON THE 51ON AND 50 THAT BULB 15 NOT VISIBLE FROM /� L I I p ANY POINT OFF THE PROPERTY OR INTO THE ROADWAY. �/a®®�•co EROSION CONTROL SITE PLAN EL.= J MAN II 3�, 1 ��'+ ` \ �X� TAX MAP # - b 1000-143-3-I SITE PLAN DETAILS Z _ �. �I 0 ' ST NOTE: SIGN LIGHTING I5 EXCLUDED FROM EXTERIOR ■ II 1 21 0' �Y� F,g17 LIGHTING ANALYSIS BELOW* ZONING DISTRICT B nnV `J 1 EL =I`� III O S \ ` RECESSED HIGH HAT LIGHTING (EXISTI W LOT AREA 0.7 ACRES EXISTING FOUNDATION PLAN Q UJ O V.I.F. EXIST. FIXTURE (OR EQ. MODEL) ® I O I .O 0- II O \ C EXIST. I STORY 36 O 11 5 20 MASONRY BUILDING I CofO - DOCUMENTATION OF PROPOSED DEMOLITION PLAN - q) RAB LIGHTING - WFRL4R99FAI20W5 RECESSED LIGHT Z-13678• JULY 2a 1a85 i1 MIN. $ \ �ryN W/ SLAB E FIXTURE INSTALLED AS PER MANU. SPECS: NONCONFORMING PREMISES EL.=12' 10' MIN. F.F. EL.=20.G' Al MOUNTING HEIGHT: 4'-O" ABOVE AVG. GRADE (O.H. HOT.) GofO - ADDITION Z-16511; DEGEMBER 17, 1987 1 z I I I l Q - HOURS OF OPERATION: 5-IOPM (EVENING) A s l®� . O UNITS #4 S #5 \ 1 WATTAGE: 5.& WATTS Cofo - AS-BUILT ALTERATION Z-33415; DEGEMBER 02, 2008 EXISTING FLOOR PLANS I LUMENS: &CO (BUSINESS E COLOR TEMPERATURE: 3000°K - -- \ �ANGINGCTO \ z FEMA FLOOD ZONE X EXIST. 8(pxb \ i MERCANTILE p -Al DEEP DRYWELLI NEV�CANOPY OCCUPANCY) \ Z ABOVE EXIST. - ---- - -- 17 18 ` �\ BASEMENT FIRST FLOOR - I ®�.®® PROPOSED FLOOR PLANS 1 (REAR E1�TRANGE 5' EXIST. OR055 FLOOR AREA GONG. O 1 18.0' 30.5' 11.7' WALK Q I -I EXIST. PROP. EXIST. PROP. 1 ( COMMON AREAS (GARAGE / 1645 S.F. 1645 S.F. 181 S.F. 362 S.F. 1 ��a MECHANICAL ROOMS, STORAGE) I ® ®® PROPOSED EGRESS FLOOR PLAN 11 EXIST. LIGHT \��\ ��\ I UNIT #I O S.F. O S.F. 657 S.F. n/A ABOVE / EXIST. I STORY WOOD Z BASEMENT EXIST. I STORY WOOD FRAME BUILDING ARAOE DOOR FRAME BUILDING UNIT #2 O S.F. O S.F. 670 S.F. n/A _ F.F. EL.=20.9' EXTERIOR LIGHTING ANALY515 I ��j F.F. EL.=20.a' I _j UNITS #1 4 #2 (COMBINED) n/A 0 S.F. n/A 152-T S.F. _®® PLUMBING RISER DIAGRAMS GARAGE EL.=10.1' UNIT #3 (BUSINESS E LUMENS/ACRE ALLOWED: 25,000 I EXIST. UNITS #1 4 #2 TO BE \ OCCUPANCY) TO BE EXIST. UNIT #3 955 S.F. n/A 1545 S.F. n/A I I \SPLIT INTO UNITS #3A\_ LAWN LOT AREA (ACRES): 0.72 LAWN COMBINED \ \6 to I (BUSINESS) 8 #55 \ UNIT #3A n/A a55 S.F. n/A 656 S.F. z I (BUSINESS OCCUPANCY) \� - (MERCANTILE) \�`I Xy MAX LUMENS ALLOWED: 18,045 J �I FIXTURE LUMENS TOTAL UNIT #3B n/A O S.F. n/A 543 S.F. w (PER SITE PER QN• LUMENS UNIT #4 0 S.F. 0 S.F. q02 S.F. a02 S.F. PLAN NOTE) FIXTURE - - --- - - - to EL.=24.6' G 3,466 5 I7330 UNIT #5 O S.F. O S.F. 884 S.F. 852 S.F. z I E E - -"- W o o o TOTAL 2600 S.F. 2600 S.F. 4642 S.F. 4642 S.F. E ba3 =16 11,088 ���u I Ib I5 14 13 12 -I I 10 O O TOTAL LUMENS: 28,418 0 _ - - - EL.=20' - - - - - � - - O 1 LOT COVERAOE I II 9 I w II I I �9 DESCRIPTION (FOOTPRINT) AREA COVERAGE a Cl" w TOTAL LOT AREA 51,440.5 S.F. I EXIST W ASPHALT o PROJECT: CURBING Q EXISTING BUILDING 4,&66.0 S.F. 15.5% NO CHANGES (TYP.) o N O FO CENTER EXIST. �0 PROPOSED TO EXIST. PARKIASPHNG I tmV m TOTAL AREA OF ALL STRUCTURES 4&66.0 S.F. 15.5Y I 1 PARKING LAYOUT ry N Ng3°2� "MAXIMUM LOT COVERAGE ALLOWED - 50.0% UNITS #1 & #2 1 I� RAISE EXIST. 51ON TO HIGHER V10 rn I ELEVATION 4 PROVIDE C a 1 TOP-MOUNTED SIGN LIGHTING I I PER SITE PLAN NOTE nofG REQUIRED SETBACKS - MAIN BUILDING OFF-STREET PARKING REQUIREMENTS - EXISTING USE - - _- - 10200 MAIN pD R D �\ FLOOR AREA (5.F.) BY UNIT TOTAL REQUIRED EXIST. PROPOSED COMPLIES MATTITUCK NY 11952 I TYPE OF REQUIRED NUMBER OF --___. ___-___ _ _ __ PARKING USE PARKING SPACES (D SPACES _ O #1 #2 #3 �4 FRONT- 9-- TOTAL REQUIRED YARD R B 49.3 4q.3 YES RECEIVED EXIST. COVER - - ---- --- I ' � 1 PER loo S.F.OF OFFICE ____. DRAWING_ TITLE: EXIST. I O O OF 8'�X12' OFFICE FLOOR AREA 510 5-I5 __L20II 949 -04 4-144 45.0 XI N I 6 DEEP DRYWELL �� FRONT YARD #2 VARIABLE ' 7.a' 7.4' YES ------- TOTAL REQUIRED(ROUNDED UP). 48 PROJECT LOCATION & SCOPE I I DEC 1 � 2022 - e, SIDE YARD 25.0' 18.0' 18.0' NO SITE PLAN & ZONING DATA / vO• I OFF-STREET PARKING COMPLIANCE - EXISTING USE I - - - " - ----- BOTH SIDE YARDS 50.0' 103.4' 103.4' YES Plannouting Town -- I / w REQUIRED ' PROVIDED g Board "I \ 1 i '�C� I TOTAL PARKIN&SPACES 48 0) 1 36 I - PER TOWN OF SOUTHOLD CODE 250-50, STRUCTURES SHALL BE SET BACK EITHER 100' FROM THE V) �I °yj�` - RIGHT-OF-WAY OR A MINIMUM OF THE AVERAGE OF THE SETBACKS OF THE ADJACENT TOTAL PARKIN&AREA(S.F) Ibb00 S.F.la) 16,244 S.F. DEVELOPED PARCELS. PAGE: '�� OFF-STREET PARKING REQUIREMENTS---PROPOSED USE - - G-001m00 .�A°0� TOTAL TOTAL FLOOR AREA (S.F.) ' �2• \ TYPE OF REQUIRED NUMBER OF -_-_- _--:.__ - PARKING PARKING {� .' �,. 2 ' USE PARKING 5PAGE5 (U SPACES SPACES ' DATE: 12 05 22 \ ---- #i-2 �•sA� �3e-- ---#4_ _%5 TOTAL REQUIRED PROVIDED �:. � .� -.q _ � / / 1 OF 9 fl \ OFFICE I PER 100 S.F.OF OFFICE 1213 1412 241 - 2986 29." I Ib \ FLOOR AREA v- fi \ / RETAIL 1 PER FLOOR AREA CROSS - - 253 849 -l14 Ib21 9.11 10 S y 5 J E C T` I ® TOTALS(ROUNDED UP): 39 26 F R O F E R T I 9� Y I �► g OFF-STREET PARKING COMPLIANCE - PROPOSED U5E SITE PLAN HATCH KEY: REQUIRED PROVIDED v y TOTAL PARKING SPACES 39 W/36 36 PROPOSED COMBINATION OF UNITS TOTAL PARKIN&AREA(S.F) 13,650 S.F.(4) I 16 244 S.F. PROPOSED CHANGE OF USE , . ti ?I^ -PER TO OF SOUTHOLD CODE 250-15 UNDER SEPARATE APPLICATION - WN OFFICE FLOOR AREA EXCLUDES CLOSETS,ENTRY VESTIBULES MECHANICAL AREAS,AND RESTROOMS. .J I TEEI FLAN 3-WHILE THE NUMBER OF PROPOSED OFF-STREET PARKIN& IS LESS THAN REQUIRED,THE PROPOSED CHANGES OF USE DEGREASE THE EXTENT OF EXISTING NON-COMPLIANCE. G� QU LOCATION MAP 4-550 S.F.OF PARKING AREA REWIRED PER PARKING SPACE,AS PER 280-'TB.G. SCALE: I" = 15'-0" SCALE: 1" = 300' AGGE_SS 15LE FLUME NGI ELEMENTS $ FAG I La I TI ES DETAILS (DER I GG A I I-7. 1 CIHAFTERS 5 1$ ro) 5ATHROOM WAL.1� �J�OG< I N� FASTENINO SCHEDULE A NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS *UNITS OF MEASUREMENT OF THE DIMENSIONS PROVIDED ARE INCHES (TOP MEASUREMENT) AND MILLIMETERS (BOTTOM MEASUREMENT)' (SEE PAGE 6-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q AND ROUGH OPENING FRAMING REQUIREMENTS) Other fixtures not allowed ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu within this area 35 max 35 max (SCHEDULE AS PER AWG 20I8 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) LLI en 42 max a; 91g 915 J r __=- ------ 1070 S 24 min 24 Man FASTENER SPEC. FASTENER fY) I > 915 6t0 12" MIN 12" MIN DE50RIPTION Q a-' N 24 rein AND QUANTITY SPACING 'E L0 o `I 610 TO I LET PAPER ROOF I$ CE I L I NO FRAM I NO 0 1 L height °' 1305" E E 36" MAX — ">3 1 O Seat nt }- (g 430-485 16Q9 3 '- z %� �� Z RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER z Q X z X — N w , L__________ ¢ ? I 9 CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST .� dJ = - — X N 60 min � C � 525 _. ..__ _ _ __.. .,. - .� - � _� m m (V42 max - - EACH LAP 0 O m :�=' �q [!? n� CEILING JOIST TO PARALLEL RAFTER (PAGE NAIL) SEE PAGE G 003 � O � FIG.604.3 FIG.604.4 1070 WATER CLOSET SEAT HEIGHT (a)Protruding Dispenser Below Grab Bar (b)Protruding Dispenser Above Grab Bar CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL) q-Ibd COMMON EACH LAP � O O �cc SIZE OF CLEARANCE FOR WATER CLOSET (c)Recessed Dispenser —42" MIN Q x— 11 O WATER CLOSET PLACEMENT TOILET PAPER DISPENSER PLACEMENT (FIG. 604.7) 12" MAX COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE REINFORCED AREAS FOR INSTALLATION OF BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END n , GRAB BARS AT WATER CLOSETS 36 min RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END W 39-4t g15 12min 4to48 perimeter 990-1040 305 54 min E 24 min m 100-120NA 12 max 1370 610 LL FRAM I NO 305 11/ 42 rtun 1114-2 2 max 38 1oc5 32-51 51 TOP PLATE TO TOP PLATE (FACE-NAIL) :2 Ibd COMMON I PER FOOT E () •_ v m TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA, SIDE Section 609 4 N '8 rfOi _ a 1 m o v u W N A i L 1 I V 0- TR I` I I Y `l I }�I ®Y `4 O O STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. g 1�/ min G A I�l I�t R #�����R ( j m 38 T W - (a)Circular (b) (c) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • Noncircular NOTATION: A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 3.-1,P. ISq) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FIG.GRAB FIG.609.3 B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.23B,P. 2qI) , ` FIG.60FOR FIG.6R FOR SIZE OF GRAB BARS G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(201& WFGM,TABLE 3.230,P. 2q2; BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON I� PER FOOT v SIDE WALL GRAB BAR FOR WATER CLOSET REAR WALL GRAB BAR FOR WATER CLOSET SPACING OF GRAB BARS ALTERNATE AS PER TABLE 3.23D, P. 2413) ENDJOIST, or BLOCKING (FACE-NAIL) D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD To END OF HEADER® EA. SIDE GRAB BARS PLACEMENT GRAB BARS SPECIFICATIONS A D (2018 WFGM, TABLE FLOOR FRAMING E - NUMBER OF JACK STUDS ® EA. END OF HEADER (201& WFGM,TABLE 5.22F,P. 288) G F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE 15min_ (DOES NOT APPLY TO DOORS) (20195 WFGM,TABLE 3.8,P. 191) JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST n 1 380 8 min V/ x 205� r 20e' ----------- i E BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END Q ------------ 9 I F FASTENING SCHEDULE E, BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END i E ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS 1 230 1 0 1 E �,o I I I (IN AGCORDANGE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) BLOCKING TO SILL or 3-Ibd COMMON EACH BLOCK w° 9 min I I,---J I I TOP PLATE (TOE-NAIL) 1_ I i 23o I i L------ A - - - i --- ------ NOTATION � -- L � A B G D E F G LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST f �`U E ` ROUGH _m` OPNG JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST � 25 max 6 max 17-25 3 rnn 11min 635 150 430-635 - - - 260 (a) (b) 2'-O" 2 1 1 1 I I BAND JOIST TO JOIST(END-NAIL) 3-I6d COMMON PER JOIST FIG.606.3 (b)Elevation Elevation plate Elevation Plan 4'-0" 4 1 2 2 2 2 BAND JOIST To SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT HEIGHT OF LAVATORIES AND SINKS FIG.602.5DRINKING FOUNTAIN SPOUT LOCATION FIG.306.3KNEE CLEARANCE FIG.306.2TOE CLEARANCE * - PROVIDE (2) 2"AO" HDR (MIN.) U.O.N. 6'-O" 5 1 3 3 3 3 LAVATORY 7 2 3 4 4 LAVATORY/SINK PLACEMENT DRINKING FOUNTAIN PLACEMENT KNEE 4 TOE CLEARANCES (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) ROOF SHEATHING 4 STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD PERIMETER EDGE ZONE Sd COMMON 6" EDGE /b" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. UP TO q" RAKE OVERHANG GE I L I NO SHEATHINO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD F I WALL SHEATHINO STRUCTURAL PANELS Sd COMMON 6" EDGE / 12" FIELD GYPSUM WALLBOARD 5d COOLERS -7" EDGE / 10" FIELD 1N Z w FLOOR SHEATHINO (SUBFLOOR) 0 U STRUCTURAL PANELS: I" or LESS: bd COMMON b" EDGE / 12" 'FIELD GREATER THAN I": IOd COMMON b" EDGE / 12" 'FIELD - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. H ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 3 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH N 0 FO CENTER SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. UNITS #1 & #2 10200 MAIN RD MATTITUCK, NY 11952 DRAWING TITLE: STRAPPING, & NAILING DETAILS FASTENING SCHEDULE ACCESSIBLE PLUMBING ELEMENTS DEC 13 2022 PAGE: Sout old Town Planning Board G-003mOO DATE: 12/05/22 3 OF 9 FD j 0 SENERAL SNTI I �3OL <E� : PARTIAL HEIGHT EXISTING TO BE DEMOLISHED WOOD EXIS FRAME (L.G. STL. WHEN I I I T. �i-1 1�n1', Q APPLICABLE) EXIST. I ROOM (I`= pub 0 11 EXISTING TO REMAIN EXIST. I I EXIST. __u REAR EXIT I I W STORAGE II CLOSET NEW FOUNDATION WALL I ENTRY i J NEW HOOD FRAME (L.G. VESTIBULE REMOVE 5TL. WHEN APPLICABLE) ��,' �� ���� EXIST. TOILET �� i q r I it SINK i� I �����l Q a-J � NEW I-HR FIRE RATED MIN. (2) 2 X4" STRUCTURAL V / ------------ ----- © ------- --- --- � POST FOR 4" WALLS � �---� �- --�---- ----- � � � WOOD FRAME (L.G. STL. O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL ` I O I I DEMOLISH I I � �i �� � � O POST FOR b" WALLS), U.O.N. / NEW 2-HR FIRE RATED I EXIST. INTERIOR `�� DEMOLISH WALLS,DOORS I �`�� EXIST. INTERIOR 'F d PARTITIONS I I WALLS, DOORS 0 (V z 0 WOOD FRAME (L.G. STL. I I I I d PARTITIONS 1A p, •� L WHEN APPLICABLE) I EXIST. 2 X cm�I T U ZZZJJJIIII —ZZj I EXIST. EXIST. 7J I I OFFICE I HALL WORK \' 0 0 0 �-+ C9 II SPACE � O m '- I I 0 O-- R G 0 co I I Q . O EAST. BOXED-IN I I , �i STRJCTURAL COL. I I TO REMAIN (TYP.) I I EXIST. BOXED IN r I I EXIST. STRUCTURAL COL. L----------------- EXIST. I ____ _---_-- WORK TO REMAIN (TYP) HALL I F SPACE NO WORK TO BE DONE I I IdlIljll- I I � SCOPE OF WORK DOES NOT AFFECT THESE UNITS II II II II � II II I EXIST. t/I EXIST. I �J I I I '�TIIIrrZ-ZZZZ77JJ WORK I 0 FIGE I I J SPACE U I I I I � � i •� II I I EXIST. WORK SPACE n , i W 4_j m W I I / �`� I I I.�lljjll i ■ LI EXIST. BOXED-IN I r l STRUCTURAL COL. v TO REMAIN (TYP) I �/ZZZ7JJJJlllllrr� f� EXIST. BOXED-IN I I STRUCTURAL COL. TO REMAIN (TYPJ C� LA O I I EXIST. II WORK II SPACE II I I EXIST. EXIST. I I WORK OPENSPACE AREA I I r EXIST. II HALL VI II I - - 9 ---- --------11 II II GzZZZ7JJ_ DEMOLISH \ EXIST. EXIST. INTERIOR I IENTRY �� WALLS,DOORS I I VESTIBULE d PARTITIONS ' _ EXIST. I I L_ -s COPY EXIT I I CENTER O II O II EXIST. EXIT I I EXIT EXIST. MEGH - - MEGH ROOM Ec ROOM 0 UCOMMON EXIST. PROPOSED DEMOLITION FLAN - FIRST FLOOR (UNITS #I #25) EXIST. HALL AREAS w UNFINISHED i i � BASEMENT X 4,642 S.F. OROSS AREA (ENTIRE FIRST FLOOR) SCALE: I/4" = 1'-0° � 0 W W Q . o 0 PROJECT: NOFO CENTER UNITS #1 & #2 NO WORK TO BE DONE SCOPE OF WORK DOES 10200 MAIN RD NOT AFFECT THESE UNITS - MATTITUCK, NY 11952 DRAWING TITLE: EXISTING FLOOR PLAN DEMOLITION PLAN O NO WORK TO BE DONEREC 50OPE OF WORK DOES E _ _ _ PAGE: NOT AFFECT THESE UNITS IF DEC 13 202.Z m :10 :1000 Southold T6vv Planning Board DATE: 12/05/22 5 OF 9 0 AC'� I I -)r 037 OYJ EX I ST I NO FOUNDATION FLAN (UNITS #1 , #21 - 2,600 S.E. OROSS AREA (ENTIRE FOUNDATION LE\/EL) SCALE: 1/4" = 1'-0" 131.75' PROPERTY LINE STORM WATER DRAINAGE CALCULATIONS II TH I GK REINFORCED GONGRETE (REAR PARKING LOT ONLY) u_ '� �• RUNOFF PEAK RUNOFF TRAFFIC, A I`I N O SLAB PARKING RUNOFF NOTE: SURFACE COVERASE TYPE AREA COEFFICIENT (GFS)0)« Q HAY BALES AND/OR ADJUST SLOPE OF NEW ASPHALT - -- _ EXIST.ASPHALT REAR PARKING 2849 S.F. 0.90 0.12 cv SILT FENCING, AS PER SURFACES SURROUNDING AREAS O (AREA OF DISTURBANCE) ORASS SHOULDER AREA (T1'P.) 24" DIAMETER G,4ST IRON w NEW 8(Dxl2 DEEP DETAILS (TYF.) DRYWELL TO REPLACE AS REG.V TO ENSURE RUNOFF REMAINING AREA OF EXIST.ASPHALT 5264 S.F. OAO 0.34 LJJ FROM ALL ASPHALT SURFACES m REAR PARKING(UNDISTURBED_) INLET ORATE a FRAME J � REMOVED DRYWELL --- -- - -- OR DEFINED SURFACE COVER co FLOWS TO NEAREST DRY WELL TOTAL PEAK RUNOFF OF ALL SURFACE TYPES(GFS): 0.4b Q _ N / \\ Z TOTAL STORAGE REQUIRED(GU.FT) 1653 c \O, EFFECTIVE DEPTH OF&0,STORM WATER DRYWELLS REQUIRED(FT) N 39.1 O I \ I / EFFECTIVE DEPTH OF&V,DRYWELL5(EXIST. d PROP)PROVIDED(FT) 40 - _0 }- C9 \ EXIST. V xl2' / - \ I '-CALCULATIONS HAVE BEEN PERFORMED FOLLOWING THE RATIONAL METHOD IN WHICH Q = CIA WHERE: Z— Q DEEP DR WELL / (� O O N \ MOVED I / Q = PEAK RUNOFF(GFS) _ _ Y TO BE i G = RATIONAL RUNOFF COEFFICIENTCD 5TOGKFI E , I = RAINFALL INTEN5ITY(INMR) 5TORA / A = DRAINAGE AREA(ACRES) I I ( I I - -- - -- -- -- - 2 X N / AREA 2 -RAINFALL INTENSITY HAS BEEN ASSUMED AS 2 INMR 0 0 O a--+ i (6005. / D-TOTAL STORAGE REQUIRED HAS BEEN CALCULATED ASS 41N&A TOTAL RAINFALL OF 2 INCHES,AS PER J ❑ ❑ ❑ ADJUST SURFACE I .) — ( ( I ( I _ .� m � / I / TOWN OF 50UTHOLD STORMWATER MANAGEMENT CODE SECTION 236-9(A). EXIST. VOx12' \ I (l SLOPE TO DIRECT - , 4-DESIGN ENSURES STORAGE CAPACITY REQUIRED TO CONTAIN RUNOFF FROM ENTIRE REAR PARKING LOT ( I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O 0 DEEP DRYWELL RUNOFF TO N 1 \ \ EW DRY _ HAS BEEN PROVIDED,REGARDLESS OF WHETHER THIS AREA INCLUDES EXISTING PARKING SURFACES THAT — CC TO BE REMOVED �� / \ / / WILL NOT BE DISTURBED BY PROPOSED CONSTRUCTION.THIS APPROACH 15 INTENDED TO BE HOLISTIC,AS I I I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ( I I_ Q WELL LOCATION /" / THE RUNOFF FROM THIS AREA MUST REALI5TIGALLY BE CAPTURED BY ALL DRY WELLS(EXISTING d PROPOSED)WITHIN THE REAR PARKING LOT. —� _—I Ell I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ TEMPORARY J�J CONSTRUCTION ENTRANCE / OL I I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �.\ �, �•�•� O �•� AS PER DETAIL 4/0-004 NEW 8'0x12' LIMITS OF PROP. DISTURBANCE DEEP DRYWELL _ , O TO EXIST. ASPHALT SURFACE / OCTOBER 06,2021 — TO REPLACE I �� I - ' ------ ---_ __ EXIST. COVER TEST HOLE DATA REMOVED / \ , r I / / OF 8'(px10' MGDONALD GEOSERVIGES — DRYWELL i'� l 11 I \ I DEEP DRYWELL FOB 1258 O Z TEMP. z rj %r I I CONCRETE \ - / 4 SOUTHOLD, NY 11971 ❑ I _ I I I WASHOUT 1 O -�/ (631) 765-3677 N PREG,4ST GONG. U AREA I O / / MGDGEO®C�MAIL.GOM ROUND LEACHINO RI NO. SEE HAY BALES \.\_ j' �• \ /� z WATER EL=20.6' C ALGULAT IONS ON -�-J AND/OR SILT % — — / r✓'0.0' OL DARK BROWN LOAM / SITE PLAN FOR REO ID FENCING, AS PER O \ ---- ---- !� DETAILS (TYP.) 1 ! o- -- -,------- l.o' - EFFEGTIVE DEPTH BROWN 2'-O" DIAMETER AS 2 I-O 1I SM SILTY SAND I . I MIN. PER SITE PLAN MIN. U � EL.=18' 1 1 III I 1 �.._._•—•. 1 / J J ICI L•_ -.-' _ _.��.\ , , 4.0' GLEAN SAND I$ ORAYEL FILL Q 'W HAY BALES STORM NATER DR`rNELL DETAIL I II \ j III O ` EXIST. I STORY AND/OR SILT Q II MASONRY BUILDING 1 FENCING, AS PER G-004.00 SCALE: I/2" = I'-O" \ III \ W/ SLAB DETAILS (TYP.) 1 \ EL.=12' / III tZim F.F. EL.=20.cf' 1 I / 0 / 1 PALE BROWN rY SP FINE SAND I j III • ,, / UNITS #4 8 #5 (BUSINESS OCCUPANCY CHANGING TO Lu EXIST. B'Oxb' / I ��'� MERCANTILE DEEP DRYWELLI \ ' Z 1-1/2" THK. ASPHALT j OCCUPANCY) \ TOP COURSE 50 MIN. �C BUT SUFFICIENT TO KEEP 2-I/2" THK. ASPHALT BINDER COURSE EXIST. UNDISTURBED SEDIMENT ON SITE -I ASPHALT SURFACE I HAY BALES $/OR SILT FENCING I U 1 0.0' a� \ EXIST. I STORY WOOD EXIST. I STORY WOOD FRAME BUILDING / FRAME BUILDING to /// 4" THK. COMPACTED HATER IN STONE AGGREGATE F.F. EL.=20.1' F.F. EL.=20.Q' J / 5P / PALE BROWN SUBBASE COURSE I i GARAGE EL.=10.1' UNIT #3 (BUSINESS ( /� /� FINE SAND O Qr 1 I I UNITS #1 4 #2 TO BE OCCUPANCY) TO BE /' // 2 ASPHALT RESTORATION DETAIL �° p � "-' 1 SPLIT INTO UNITS #3A / / 'Tcy /rcy o � COMBINED w I (BUSINESS) S #3B , / 0-004.00 SCALE: 1" = 1'-O" q) to z I (BUSINESS OCCUPANCY) i 24.0' O( (MERCANTILE) � O —I COMMENTS: GROUNDWATER Z Il ENCOUNTERED I8.0' BELOW O c(l GRADE — OOL tL UJ Lu O EL.=2o' -- I II II I CONSTRUCTION ENTRANCE - FOUNDATION OF GOMPAGTED Q I I i Flo STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. FILL TO W' (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE tu PROJECT: VERTICAL FAGS N O FO CENTER II I ry ry BEDD I NO DETAIL 4 TEMPORARY CONSTRUCTION ENTRANGZ DETAIL U N ITS #1 & #2 rnl I� G-004.00 „ _ 0-004.00 SCALE: 1/4" = 1'-0" SCALE: 1/4 I O u 1 I i 10200 MAIN RD �, MATTITUCK, NY 11952 1 - - - - - — - EXIST. COVER DRAWING TITLE: OAZ DEEP' DRYWELL EROSION CONTROL PLAN I / SITE PLAN DETAILS _iI RECEIVED 00,15� ANOLIF FIRST STAKE R.0 PREVIOUSLY LAID BALE. ��i��4,`v,'��4 ,�i� dJ I �C\ ,�,�,�,,,,.,, �,�,;,�. DEC 13 2022 PAGE: I � � SOUthOICI Town Planning oar -004mOO O \ ������ „ ��� i 4j3 OQ FLOW \ EMBED FILTER GLO` _ GRADE M ILL PLACED ON CONTOUR DATE: 12/05/22 4 OF 9 MIN. 6" INTO GROUND 4, q:pp \ MAXIMUM DRAINAGE AREA �\,Ol� ( ��0� RE-BARS: STEEL PICKETS OR 2"x2" STAKES 1.5' TO 2' IN GROUND. \ 1/2 ACRE / 100 LINEAR FEET / DRIVE STAKES FLUSH WITH TOP OF HAYBALES. SILT FENCE DETAILS ANCHOR I NO DETAIL/STRAW BALE PIKE DETAIL C-004.00 C-004.00 SCALE: I/4" = I'-O" SCALE: I/4" M. IN O_ EROSION CONTROL SITE PLAN SCALE: 1" = I5'-0" GENERAL 5""rI `" IBOL <E� : _ EXISTING TO BE DEMOLISHED PARTIAL HEIGHT WOOD a FRAME (L.O. STL. WHEN EX15TINO TO REMAIN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LLJ 5TL. WHEN APPLICABLE) uj J cz \1 (y) NEW I-HR FIRE RATED Ell POST (2) 2"x4" STRUCTURAL N WOOD FRAME (L.O. STL, POST FOR 4" WALLS •— Ln WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O7 POST FOR b" WALLS), U.O.N. O � � O NEW 2-HR FIRE RATED —_ WOOD FRAME (L.O. STL. ;�, >: (9 WHEN APPLICABLE) c (U z 0 a •c6 U) c x :3 cv O O O +� Om � c N O O Q a: O W U - Q� � 4-J m + U Q •- LJL 4� NO WORK TO BE DONE SCOPE OF WORK DOES NOT AFFECT THESE UNITS EXIST. SLAB ON GRADE NO WORK TO BE DONE SCOPE OF WORK DOES NOT AFFECT THESE UNITS Z Lu O U LiJ H Q NO WORK TO BE DONE 50OPE OF WORK DOES PROJECT: NOT AFFECT THESE UNITS NOFO CENTER UNITS #1 & #2 10200 MAIN RD MATTITUCK, NY 11952 DRAWING TITLE: EXISTING FLOOR PLANS RECEIVED - - - -- PAGE: �DEC 1 '3 2022 southcfd town Planning and Bo A-102m00 DATE: 12/05/22 6 OF 9 M. 6' G EX I ST I NO FOUNPATI ON PLAN (UNITS #4 � #5 � � r }' �` ° EX I ST I NO FIRST FLOOR FLAN (UNITS #4 #5) t . `.�'. '�. Ti SitY'1p y = _ � ' n,?7.4 21600 S.F. GROSS AREA (ENTIRE FOUNDTI ON LEVEL) SCALE: 1/4" 1'-O" 4,642 S.F. GROSS AREA (ENTIRE FIRST FLOOR) 50ALE: 1/4 1 -O ,..,. ,. OE I `FERAL 5""r��50L <E : 5 I I _ EXISTING TO BE DEMOLISHED PARTIAL HE16HT WOOD r / FRAME (L.6. STL. WHEN EXISTING TO REMAIN APPLICABLE) t 0 QO NEW WOOD FRAME (L.6. NEW FOUNDATION WALL EXIT 12 0 w STL. WHEN APPLICABLE) O wj C0 \\ NEW UNISEX (y) \1V I Q NEW I-HR FIRE RATED ® MIN. 2 2"x4" STRUCTURAL A.D.A.-COMPLIANT ANT t cm34x6$ (41 S.F.) WOOD FRAME (L.G. STL. POST FOR 4" WALLS BATHROOM BATHROOM WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 4 .-- 6'-10" O � NEW 2-HR FIRE RATED POST FOR 6" WALLS), U.O.N. \` .� _ -a C09 �' 2 L 0, WOOD FRAME (L.6. STL. �{ z I WHEN APPLICABLE) O 0 \ a ,O N co v) 2 c X :3 N 0 O O 4 ' NO O co a NO WORK TO BE DONE SCOPE OF WORK DOES a NOT AFFECT THESE UNITS U •- 3 m SM/GO FRAME-IN TRIMMMED y OPENING FIRE RATEDD WALLALL U NEW BUSINESS AREA 2 ? (I Z75 S.F) L Ask O EXIT EXIT , EXIST. EXIST.MEGHEXIT MEGH Ea ROOM ROOM F-1 6 COMMON EXIST. EXIST. HALL UNFINISHED AREAS BASEMENT z FROPOSED FIRST FLOOR PLAN (UNITS #1 -2, #5A, #5B) 0 41642 S.E. O BOSS AREA (ENTIRE FIRST FLOOR) SCALE: 1/4" = 1'-0" w ui Q 0 O FLOOR PLAN NOTE5 PROJECT: OWH DOOR NOTE: O I I. INSTALL NEW INTERIOR DOORS EN GALLED OUT ON RESERVED N 0 FO CENTER PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON O EXIST. STRUCTURAL COLUMN (TYP.) UNIT PLANS BY 'THERMATRU' (OR EQUAL). C /I Q_ n 5.DOOR TYPE TO SELECT 10 RESERVED J 1 (X L 4.INSTALL AS PER MANU SPEC.'S 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS ACCESSIBLE PLUMBING ELEMENT NO WORK TO BE DONE 6.PROVIDE (2) 2"x8" HDR.,U.O.N. II ALL NEW ACCESSIBLE PLUMBING ELEMENTS d FACILITIES SCOPE OF WORK DOES 7. SEE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS TO COMPLY V41TH 200cl ICC II CHAPTERS 3 NOT AFFECT THESE UNITS 10200 MAIN RD AROUND DOORS (TYP. FOR ALL) U.O.N. ALSO STANDARD DETAILSONPAOE G005. d b. SEE O2 2-HR. FIRE RATED INTERIOR WALL GONSTRUGTION• TURNING SPACE: V.I.F. EXIST. CONSTRUCTION CONFORMS TO UL DESIGN NO. 12 TUR (MIN.) TURNING SPACE IN COMPLIANCE w/ IGG AII"LI, MATTITUCK, NY 11952 U505 IN CONFORMANCE w/UL 265 STANDARDS, OR SECTION 504. PROVIDE NEW. SPECIFICALLY: PROVIDE (2) I" DENS CLASS FIRE RATED SHEATHING ON BOTH SIDES OF WALL. WHEN WALL CONTAINS OPENING, DRAWING TITLE: ® FIRE-RATED CONSTRUCTION SHALL INCLUDE HEADER, WALL-SPACE ABOVE OPENING, a POSTS. PROPOSED FLOOR PLANS ' OSMOKE DETECTOR / GO DETECTOR NOTES: i. ROOMS/SPACES w/SM/CO DETECTOR INDICATED ON PLAN SHALL BE CHECKED IF EXIST. HARD WIRED ��� DETECTOR EXISTS. 2.IF NONE - CONTRACTOR SHALL PROVIDE CODE E E"---- COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION F NO WORK TO BE DONE DETECTOR HARD WIRED TO EACH OTHER w/BATTERY DEC 13 2022 SCOPE OF WORK DOES BACKUP. PAGE: NOT AFFECT THESE UNITS 5.INSTALL ALL AS PER MANU. SPEC.'S 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR L — S5 _uth0-1d Town IN COMPLIANCE WITH 2O20 NYS BG a15 d LOCAL CODE. Planning Board ■ NEW EXHAUST FAN SHALL BE INSTALLED WHERE ' O4 OO VENTILATION IS NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 405.5.1.1; INSTALL AS PER MANU. SPECS DATE: 12/05/22 7 OF 9 � 5 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 OACCESSIBLE ENTRACE b I. ACCESSIBLE DOORWAY AS PER IGG AII'7.1, CHAPTER 4. 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HEIGHT. yr , OPORTABLE FIRE EXTINGUISHER: I. PROVIDE (1) PORTABLE 2A:IOB:C FIRE EXTINGUISHER (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN lu COMPLIANCE w/2020 NY5 BG a0b. 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS LOCATION THAT 15 READILY ACCESSIBLE AND to AVAILABLE FOR IMMEDIATE USE. EXTINCUI5HER SHALL NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. 5. INSTALL PER MANU. SPEC.'5 EITHER ON SUPPLIED Ar , r✓ 4� HANGERS d BRACKETS OR WITHIN CABINET USED TO / �^ f) �l a� C3�a HOUSE PORTABLE FIRE EXTINGUISHERS. CABINETS °' -�®,�S SHALL NOT BE LOCKED. 4. LOCATE BOTTOM OF EXTINGUISHER AT LEAST 4" ABOVE FROF05ED FOUNDATION FLAN (COMMON AREAS UNIT #5A) FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5' ABOVE FLOOR. FOR EXTINGUISHERS WITH OR055 WEIGHT EXCEEDING 40 LBS,LOCATE 50 THAT TOP OF SCALE: I/4" = 1'-O" EXTINGUISHER 15 NO MORE THAN 5'-b" ABOVE FLOOR. OENERAL 5*"rM50L KENT000' : —{ EXISTING TO BE DEMOLISHED PARTIAL HEIGHT WOOD — —1 a FRAME (L.O. 5TL. WHEN Q EXISTING TO REMAIN APPLICABLE) W NEW WOOD FRAME (L.O. NEW FOUNDATION WALL W cu STL. WHEN APPLICABLE) \1 J (y) cm NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V c U) WOOD FRAME (L.O. STL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR b" WALLS), U.O.N. — } 0 NEW 2-HR FIRE RATED i WOOD FRAME (L.O. STL. p O N z o WHEN APPLICABLE) — U) •Y �-�- X N MEANS OF EORESS TABLE � coy p U) _ Q o FUNCTION ROOM OCCUPANT MAX. MAX. TRAVEL FIRST EGRESS ROUTE SECOND EORE55 ROUTE (2) ROOM OF SPACE SIZE LOAD FACTOR OCCUPANT DISTANCE (IBC TABLE (S.F.) (S.F./OCCUPANT) LOAD ALLOWED (FT.) (I) ROUTE MAX. TRAVEL ROUTE MAX. TRAVEL n , 1oo4s) DISTANCE (FT.) DISTANCE (FT.) VJ NEW BUSINE55 BUSINESS 1273 150 Cl 100 / 200 AI 45.5 A2 25.0 AREA AREAS TOTAL:-- a� — U --- ---------- --- - --- 1 - HE MAXIMUM TRAVEL DISTANCES W Br, ONLY (1) EXIT AND MORE THAN (1) EXIT IS PROVIDED, RESPECTIVELY. AS PER 2020 NYS B THE FIRST AND SECOND NUMBERS ARE T Q� TABLES 1006.2.1 4 1017 J.2. � W 2 - WHILE ONLY (1) EXIT IS REQUIRED PER 2020 IBC 1006.3.3, (2) EXITS ARE PROVIDED AND CONSIDERED. COMPLIANCE STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYS BC USING - CHAPTER 5 $ CHAPTER 10 ftft _ ' O U c s AIIA.2 TEI 0 I NEW UNISEX A CALCULTED E5RE55 GAPAC 2 QITY , A.D.A.-COMPLIANT U) MINIMUM , BATHROOM MAX. REQ'D (IBC 1005.3) 7 (41 S.F.) � EGRESS SIZE F-- DESIGNED — COMPONENT 0) z DESIGNATION OCCUPANT EGRESS GAP. EGRESS GAP. GAP. PER PROVIDED COMPLIES? , Q ll t FACTOR (IN.) W O LOAD (IN./OCCUPANT) REQ'D (IN.) CODE (IN.) , OL 1LI O A - 0.2 1.8 32 42 YES DOOR , B - DOOR a 0.2 I.8 32 36 YES EGRESS t EMERGENCY DEVICE NOTES: I. REFER TO "FIRE d SMOKE PROTECTION FEATURES" , AND "MEANS OF EGRESS k ACCESSIBILITY" NOTES ON NO PAGE 0-002 FOR GREATER DETAIL. A p S WORK TO BE DONE 0 I COPE OF WORK DOES ' 2. IN THE EVENT OF POWER SUPPLY FAILURE, AN NOT AFFECT THESE UNITS EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE MECHANICAL ROOMS AS PER 2020 NY5 BG SECTIONS 1008.5, AND SHALL PROVIDE POWER FOR AT LEAST c10 MINUTES USING , STORAGE BATTERIES, UNIT EQUIPMENT,OR AN ON-SITE GENERATOR. ` 5. ALL DOORS 5HOWN ALONG INDICATED EXIT ACCESS , ROUTES,EXGLUDIN5 MECHANICAL ROOM DOORS, SHALL BE EQUIPPED WITH PANIC, HARDWARE IN , COMPLIANCE WITH NYS BG 1010.1.10. 4. FIRE ALARM d DETECTION SYSTEMS (INCLUDING , AUDIBLE d VISIBLE ALARMS) ARE NOT REQUIRED FOR THE PROPOSED UNITS, AS NONE OF THE CONDITIONS , STATED BY NY5 BG Q01.2.2. 5. NE EXIT SIGNS ARE NOT REQUIRED FOR ROOMS OR , NEW BUSINESS AREA W AREAS WHICH ONLY REQUIRE ONE EXIT, AS PER NY5 , (1,273 S.F) N Br, 1015.1 EXCEPTION #I. THIS INCLUDES ALL ROOMS AND AREAS PRESENTED IN THIS SCOPE OF WORK. , w ALL EXIT SIGNS SHOWN ARE EXISTING. O U Q o - � � W � o PROJECT: NOFO CENTER UNITS #1 & #2 10200 MAIN RD MATTITUCK, NY 11952 DRAWING TITLE: E IT EXIT PROPOSED EGRESS FLOOR PLAN Al PAGE: 181_104mOO PROPOSED FIRST FLOOR EORESS FLAN (COMBINED UNITS #1 -#2, 4 UNIT #5) 4/642 S.F. O ROSS AREA (ENTIRE FIRST FLOOR) SCALE: 1/4" = 1'-0" DATE: 12/05/22 8 OF 9 RECEIVED ° C DEC 13 2022 r; Southold Town `,, 74 0 N Q 0 W W Jco cy) Q +-' N � Lr) O � � >: CO O C N z 0 a Lr) c X N O 4- O O m Z (9 � CV cu Q O O W D 4—J U •- 4) D - -J m -c + U c- Q .- Li v� 0 NOTE: ALL PLUMBING WORK SHALL CONFORM TO PROVIDE "ABESCO FP200 FR LOCAL PLUMBING CODE EXPANDING FOAM" (OR EQUAL) O AT ALL PENETRATIONS IN FIRE O RATED WALLS AND LEGEND FLOORS/CEILINGS. PRODUCT EXIST. 4" FRESH AIR CONFORMS TO ASTM E &14, VENT THROUGH ROOF ASTM E &4,AND UL 14'i9 HOT WATER F-----� SUPPLY I 1 GOLD WATER ~ — — SUPPLY NEW UNISEX 5111 "1 NOTE: NEW UNISEX • A.D.A-COMPLIANT _ ----- ALL PLUMBING WORK A.D.A-COMPLIANT PROVIDE "ABESGO FF200 FR BATHROOM __ _ _——————— 1 SHALL CONFORM TO BATHROOM EXPANDING FOAM" (OR EQUAL) a __—_————— I LOCAL PLUMBING CODE pr AT ALL PENETRATIONS IN FIRE RATED 2„ I FLOORS/GEIL IN AND PRODUCT IL I IL 94 CONFORMS TO ASTM E &14, a 1 I I EXIST. F.A.I. v I 94 ASTM E 84, AND UL 14'14 E 1 I TO REMAIN LL j l 3 I I GLEAN OUT �� �v v W.G. AS REQ'D crI �ry m I 1 — — — — — — — — — — — — — -------- G.O. 4" CONNECT TO I I 4" HOUSE EXIST. WATER I I CONNECT TO MAIN DRAIN G.O. SUPPLY SYSTEM EXIST. DRAIN I SYSTEM Ij 4" I z z TO SEWER z Iui SYSTEM 11 2 4 Q 1 I cam) m to TO STREET WATER MAIN eu, X lil F- Q PROJECT: FLUM51NC RISER - DRAIN / NASTE / VENT FLUMBINC RISER - SUFFLY N0FO CENTER SCALE: NTS SCALE: NTS UNITS #1 & #2 10200 MAIN RD MATTITUCK, NY 11952 DRAWING TITLE: PLUMBING RISER DIAGRAMS aE -El, OEC 13 2022 �SoufFiold Yown Planning Board PAGE: P-101000 DATE: 12/05/22 9 OF 9 131.75' SITE LAYOUT NOTES: _ PROPERTY LINE I. THIS IS AN ARCHITECT'S SITE PLAN d IS to -�-�._ ._ _ SUBJECT TO VERIFICATION BY A LICENSED EXTENT OF PROP. DISTURBANCE - - �_ - - Sbq°20'S0"W SURVEYOR. THE INFORMATION TO EXIST. ASPHALT PARKING _z REPRESENTED ON THIS SITE PLAN 15 TO THE p LOT PRESENTED ON EROSION �) � ARCHITECT'S BEST OF KNOWLEDGE. �, Q CONTROL PLAN ON PAGE 0-004 K O N TEST NEW 8'�x12' DEEP I 2. SURVEY INFORMATION WAS OBTAINED Uj DRYWELL TO REPLACE FROM A SURVEY DATED DEGEMBER 15, 2021 LU C6 EXIST. HOLE m \1 J LAWN EL.=20.6' REMOVED DRYWELL V AND PREPARED BY: lz 50ALICE LAND 5URVEYINC �� In G O i N.Y. STATE LAND SURVEYOR d7 SPACE ��' 31 30 2q 28 27 LIC. #050.736 9 O RESERVED FOR I O O 26 ��l - � O 25 24 TELEPHONE: 631-q57-2400 � � �� +4 NA -+ PROP. SEPTIC EXIST. &' x12' EXPANSION POOL DEEP DR WELL I 0 (NOT INSTALLED TO BE MOVED A / 32/ SITE PLAN NOTES �- cc �t AT THIS TIME) / >1 2 0 O33 \ , A OFF-STREET PARKING SPOT (TYP.): O O 0 .N C9 � -\ 0 EXISTING 10'x20' PARKING SPOT O Z; EXIST. 8(Px12 CO�' I r I / TO BE REMOVED DEEP DRYINELLI 34 � \ � \�_�/ � O `'� � ASPHALT // B PROVIDE EXIST. NEkq PNEWLNY STATE DOT TYPE bF TOP COURSE F A O E <�� Q O 10' MIN. O 2 B �0. PARKING // O ASPHALT UPON COMPACTED 4" STONE AGGREGATE IN \ / y� /� GENERAL I }� 2 AREAS WHERE EXIST. PARKING SURFACE DISTURBED BY - D I V I S I OI`l OF EX I ST I NO GENERAL SUS I I`ESS UNIT #✓ INTO (2) 8' SPACE RESERVED EXCAVATION ACTIVITIES REQUIRED FOR SEPTIC SYSTEM ® I . FOR PROP. SEPTIC / INSTALLATION. SEE AL50 SEPARATE HEALTH DEPARTMENT SEPARATE SPACES. "SUS I NESS I I OGGUPAT I ON GLASS I F I GAT I ON TO PROJECT LOCATION &SCOPE n 1 EXPANSION POOL APPLICATION,A5 WELL AS EROSION CONTROL PLAN ON I,�I W 35 PAGE 6-004 OUTLINING THE EXTENTS OF THE DISTURBED REMAIN FOR NE- `4 UNIT #5A. IIMEi�G�4NTI LE II OGGUP/-4T1 ON SITE PLAN &ZONING DATA NEW 8'�x12' O (NOT INSTALLED ASPHALT SURFACE. DEEP DRYWELL ryQ 0 AT THIS TIME) Q/ I POST LIGHT (NEW): GLASSI F I GTI ON w/ RETAIL USE PROPOSED FOR NEW UNIT #35. TO REPLACE ( - ��' °0 - �j��/ EXIST. COVER O MCGRAW-EDI5ON - GALN-SAIA-272-U-5L4-H55-34bb P05T REMOVED / r l \� �ti I /_d(i� OF &VXIO' TOP MOUNT FIXTURE INSTALLED AS PER MANU. 5PEG.5. DRYWELL � NO GRANGES '�/ �\ DEEP DRYWELL �6��� .�® GENERAL NOTES �� \ / d) I PROPOSED TO EXIST. 3 MOUNTING HEIGHT: - 12'-0" P05T // � PARKING LAYOUT HOURS OF OPERATION: 5-IOPM(EVENING) STRUCTURAL DESIGN CHARTS U 8' ❑ MIN. I WATTAGE: 211.1 WA775 Z _ /l / / LUMENS: 3,466 ^ , EXIST. GONG. - I ( COLOR TEMPERATURE: 2'700°K W RETAINING WALLS �o PROP. SEPTIC EL,=25.1' MM w/ 3' HIGH STEEL M/ 5Y5TEO PER 50DH5 `/_,� I TOP-MOUNTED SIGN LIGHTING (NEW): - - �./ .0® ACCESSIBLE PLUMBING ELEMENTS 4-j W GUARDRAILS ( O REF. 0. G-21-03g5 / O PROVIDE TOP-MOUNTED SIGN LIGHTING AT BOTH SIDES F R0 J E G T DATA : STRAPPING & NAILING DETAILS 23 / OF SIGN;SPECIFIC MODEL TO BE SELECTED BY OWNER. Iq^ O - / LIGHTING SHALL CONSIST OF I.E.S. (ILLUMINATING FASTENING SCHEDULE 0 k ENGINEERING SOCIETY) "FULL GUT OFF" DESI6NATED , I FIXTURES WITH "RLM" (DISH) TYPE SHIELDS. LIOHTIN6 ( , / EL.=18' z I O SHALL BE POSITIONED SUCH THAT LIGHT FALLS ENTIRELY PROJECT / ZONING DATA v / 1 i gyp, ?80 ON THE SIGN AND 50 THAT BULB 15 NOT VISIBLE FROM - - - - --- --- --- ---- --_ _-- - - _-_ - _ -_-__ _._ .__ .00 EROSION CONTROL SITE PLAN L ANY POINT OFF THE PROPERTY OR INTO THE ROADWAY. TAX MAP # 1000-143-3-I SITE PLAN DETAILS EL.= MIN. Z I �I o XlsT, "NOTE: SIGN LIGHTING IS EXCLUDED FROM EXTERIOR 1 21 Q' GY� SgD LIGHTING ANALY515 BELOW* ZONING DISTRICT B �/ EL.=14'� III OO G O RECESSED RI&R HAT a&HTIN& (EXIST.): - EXISTING FOUNDATION PLAN LOT AREA 0.7 ACRES Q I \ EX15T. I STORY V.I.F. EXIST. FIXTURE (OR EQ. MODEL) - ® .00 36 p II 5 MASONRY BUILDING I GofO - DOCUMENTATION OF PROPOSED DEMOLITION PLAN \ Ul I I MIN. $' \ ry W/ SLAB E RAB LIGHTING - WFRL4R99FAI20W5 REGE55ED LIGHT NONCONFORMING PREMISES Z-13678; DULY 29, 1985 \ EL.=12' 10' MIN. I _Z FIXTURE INSTALLED AS PER MANU. 5PEG.5: \ III / \ F.F. EL.=20.q' MOUNTING HEIGHT: 4'-O" ABOVE AVG. GRADE (O.H. HGT.) GofO - ADDITION Z-16511; DEGEMBER 1'7, 1987 HOURS OF OPERATION: 5-IOPM (EVENING) .®® UNITS #4 8 #5 I WATTAGE: 8.& WATTS EXISTING FLOOR PLANS (BU5INE55 E LUMENS: 693 GofO - AS-BUILT ALTERATION Z-33415; DEGEMBER 02, 2008 COLOR TEMPERATURE: 3000°K ----- r OCCUPANCY ANGINGTO \ z FEMA FLOOD ZONE X EXIST. &Vxb' \ ,il lam` MERCANTILE p �I DEEP DRYWELL NEV�CANOPY `�� OCCUPANCY) \ �' Z - 1 ( ABOVE EXIST. 17 18 `�\� t X BASEMENT FIRST FLOOR 6I PROPOSED FLOOR PLANS 1 REAR ENTRANCE E -to -- MIN• GONG. p EXIST. `�• OR055 FLOOR AREA 18.0' 30.5' ' WALK �I - I EXIST. PROP. EXIST. PROP. 1 I COMMON AREAS (GARAGE / 1645 S.F. 1645 S.F. 151 S.F. 362 S.F. MECHANICAL ROOMS, STORAGE) PROPOSED EGRESS FLOOR PLANS 1 EXIST. LIGHT \8 \ \ \ • I z UNIT #1 0 S.F. O S.F. 657 S.F. n/A ABOVE EXIST. I STORY WOOD BASEMENT EXIST. I STORY WOOD FRAME BUILDING ARA&E DOOR FRAME BUILDING UNIT #2 O S.F. O S.F. 670 S.F. n/A u� F.F. EL.=20.q' F.F. EL.-2O.q I UNITS #1 8 #2 (COMBINED) n/A O S.F. n/A 132-T S.F. I PLUMBING RISER DIAGRAMS I I GARAGE EL.=10.1' E tt UNIT #3 (BUSINESS UNIT #3 q55 S.F. n/A 1348 S.F. n/A EXIST. ' UNITS #1 4 #2 TO BE OCCUPANCY) TO BE EXIST. I LAWN I COMBINED SPLIT INTO UNITS #3A LAWN z I (BUSINE55) 4 #3B I (BUSINESS OCCUPANCY) / � (MERCANTILE) cV UNIT 3A n q55 S.F. n/A 656 S.F. EXTERIOR LIGHTING ANALY515 UNIT #3B n/A O S.F. n/A 545 S.F. Q� �� LUMENS/ACRE ALLOWED: -1 25,000 lu _ 1111 UNIT #4 O S.F. O S.F. C102 S.F. a02 S.F. LOT AREA (ACRES): #### a / 30.5' EL=24.6' J UNIT #5 O S.F. O S.F. 884 S.F. 852 S.F. z I E E MAX LUMENS ALLOWED. ###### I w TOTAL 2600 S.F. 2600 S.F. =4642 S.F. 4642 S.F. 2 I FIXTURE LUMENS _ II I I6 IS 14 13 12 I I 10 i 80 O (PER SITE PER OTY. TOTAL V O _ O O O O O - - - _ PLAN NOTE) FIXTURE EL.=20' - -- - - -- - ---- It I G It 3,466 5 1-7,530 II O I LOT COVERAGE I E bq3 Ib 11,088 �j•j DESCRIPTION (FOOTPRINT) AREA Y LOT w Ii I w 4 TOTAL LUMENS: 28,418 COVERAGE EX15T q" w t- TOTAL LOT AREA 31,440.5 S.F. ASPHALT o PROJECT: EXIST. CURBING IQ Q EXISTING BUILDING 4,&bb.o S.F. 15.5% NO CHANGES ASPHALT (TYP.) r 0 -----.___--__----------_-_- _- __ ___ PROPOSED TO EXIST. PARKIN& I N m TOTAL AREA OF ALL STRUCTURES 4566.0 S.F. 15.5% N 0 FO CENTER I PARKING LAYOUT N N ° U N ITS #3A & #3 B I I` N53 2� "MAXIMUM LOT COVERAGE ALLOWED - 30.O�b m1 1 RA15E EXIST. 51ON TO HIGHER 11.6"1 ELEVATION 4 PROVIDE G 1 TOP-MOUNTED SIGN LI5HTIN5 �\ PER SITE PLAN NOTE - REQUIRED SETBACKS - MAIN BUILDING p� OFF-STREET PARKING REQUIREMENTS - EXISTING USE N3q° _ - --- ------ -- --- - - - --- ---- - - - - - 10200 MAIN RD FLOOR AREA (5.F.) BY UNIT TOTAL TYPE OF REQUIRED NUMBER OF __-_--__ __-_- -_.___-___ ___ -_ .-_ _ _ ._._- PARKING REQUIRED EXIST. PROPOSED COMPLIES MATTITUCK, NY 11952 OUSE PARKING SPACES !U ul #2 #3 #45 TOTAL REQAU RED I i - - - - - FRONT YARD #1 VARIABLE 4q.3 4q.3 YES DRAWING TITLE: EXIST. COVER I PER 100 S.F.OF OFFICE - _- - --- -- 1 cj OFFICE 5R0 1 515 2071 849 734 4"!99 48.0 EXI T. / OF 8'�xi2' FLOOR AREA FRONT YARD #2 VARIABLEA YES RECEIVED LA N O O DEEP DRYWELL - -- I ___ I TOTAL REQUIRED(ROUNDED UP): 48 I I � PROJECT LOCATION & SCOPE SIDE YARD 25.0' IB.O' 15.0' NO DEC 1'3 2022 SITE PLAN & ZONING DATA 1 vo- COI OFF-STREET PARKING COMPLIANCE - EXISTING USE �i I BOTH SIDE YARDS 50.0' 103.4' 103.4' YES I W REQUIRED PROVIDED �5outholTTown / O I 0) � I - PER TOWN OF SOUTHOLD CODE 2ao-50,STRUCTURES SHALL BE SET BACK EITHER 100, FROM THE Planning BOdtCI TOTAL PARKING SPACES 48 I 36 RIGHT-OF-WAY OR A MINIMUM OF THE AVERAGE OF THE SETBACKS OF THE ADJACENT �N60 TOTAL PARKING AREA(S.FJ Ibb00 S.F.l4) Ib,244 S.F. DEVELOPED PARCELS. PAGE: G-001. 00 /06 � OFF-STREET PARKING REQUIREMENTS - PROPOSED USE Nap 32�A \ FLOOR AREA (5.F) TOTAL TOTAL r y TYPE OF REQUIRED NUMBER OF _------_- - PARKING PARKING ` USE PARKING SPACES lIJ #I-2 #3A #3a #4 #5 TOTAL SPACES SPACES � r� ' :r ,/� •� DATE: 12 05 22 \ -REQUIRED PROVIDED s'` / / 1 OF 9 OFFICE f I PER 100 S.F.OF OFFICE 1213 14"12 241 - - 2986 29.86 Ib gip. m FLOOR AREA�� �► «r ter., ,. •'` '• � I PER 200 S.F.of 6R055 u ��' {� RETAIL FLOOR AREA - p- 253 849 719 Ib21 9.11 10 M 1 I TOTALS(ROUNDED UP): 39 26 P RO P E RT 'S �� �� `` (�AR��i _ j r OFF-STREET PARKING COMPLIANCE - PROPOSED USE H; SITE PLAN HATCH KEY: e PROPOSED CHANGE OF USE REQUIRED PROVIDED TOTAL PARKING SPACES 39��/36 I - 36 ?y � � �..�+ O oG PROPOSED GRANGE OF USE TOTAL PARKIN&AREA(5.F) I°,S,65o S.F.(4) 16,244 S.F. ` �� p� '�� `��4 .)Q UNDER SEPARATE APPLICATION -PER TOWN OF SOUTHOLD CODE 2bO-'IS O!' N� ,s 51 � �I PROPOSED COMBINATION OF UNITS 2-OFFICE FLOOR AREA EXCLUDES CLOSETS,ENTRY VESTIBULES MECHANICAL AREAS,AND RESTROOMS. TE PLAN`� UNDER SEPARATION APPLICATION -"41LE THE NUMBER OF PROPOSED OFF-STREET PARKING IS LESS THAN REQUIRED,THE PROPOSED CHANGES OF USE DEGREASE THE EXTENT OF EXISTING NON-COMPLIANCE. LOCATION MP 4-550 5.F.OF PARKING AREA REQUIRED PER PARKING SPACE,AS PER 280-78.C. SCALE: I" SCALE: 1" = 500'-0" NOTES � SPEC I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS 6LA55 WINDOWS AND DOORS A155RE V I A I I O I S IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUOLAS FIR LARCH #2 d BETTER (Fb = 5-15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD ISUL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOVIS SHALL NOT BE INSTALLED UNTIL PROPER _ SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. a BASE INT. 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE FLOOD ELEVATION INTERIOR Q GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED BLDG. BUILDING K KIPS (1000 LBS) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE UNLESS OTHERWISE NOTED. LJJ APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD (SM BEAM MANU. SPEC.s MANUFACTURERS SPECIFICATIONS ui IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS _ J co 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH (� 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO' OR B.O. BOTTOM OF MAX. MAXIMUM MANUFACTURER'S SPECIFICATIONS. _______ _ __ Q � N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, LO .STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE �OT. BOTTOM MEGH. MECHANICAL 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. -- e- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL MIN. MINIMUM G DER ALL SLIDING GLASS DOORS, WINDOWS, OR FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING ____ - p AND AUTHORITIES HAVING JURISDICTION. 6. PROVIDE FLASHIN PANS UN ---- - � RULES SPECIFIED IN 1.1 THROUGH 1.8. G.J. l CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IQ88 +-� � (.06. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. i .- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY Z C) U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, O O CV OF THE OWNER/BUILDER T ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED _ _ 'ca Lr) d -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. .- U .-- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS - O.G. ON CENTER -� )( N SHALL BE CLARIFIED WITH THE ARGHITEOVENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 8. MIN. HEADER TO BE (2) 2"xl0" UNLF-55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS O ate-+ WITH THE WORK. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OGG. OCCUPANCY O O C9 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR � � m :� g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE - �-+ a-' 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE g. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N fa P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-clef. O LO UNLESS APPROVED BY THE ARCHITECT/ENGINEER. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION P. GONG. POURED CONCRETE -7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-005. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I clO.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WREN ROUGH OPENING,U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS �� 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. REQUIREMENTS. EA. EACH PLYWD. PLYWOOD l APPLICABLE. 1.3. PREFABRICATED WOOD i-JOISTS: ASSEMBLIES USING PREFABRICATED g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TEMPERED GLASS. - L DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' ROUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. - RI II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING RISERMISSILE TEST OF ASTM Elggb AND ASTM E1886 AS MODIFIED BY 2020 NYS BG 4� AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR r l UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF ANsI/DASMA IIS. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER �•J 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. STEEL EXCEED &'-0" AND AT EVERY &'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL - 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT l�S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING 5URROUNDIN6 THE OPENING. PANELS SHALL BE TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS [FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE -- BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 01 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I"1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS l THK. THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES L AND ORDINANCES. 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FIRE AND SMOKE PROTECTION FEATURES FOUND. �FOUNDATION T.O.W. TOP OF WALL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM I. FIRE-RESISTANCE RATINGS OF BUILDING ELEMENTS, COMPONENTS, OR I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A IV' SPAN. WALLBOARD, ASTM 03-7 SPECIFICATION FOR 6YP5UM LATH, OR A5TM C-Ig ASSEMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH TEST PROCEDURES FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREADI < !n SPECIFICATION FOR GYPSUM SHEATHING BOARD. SET FORTH IN ASTM EI Iq OR UL 263, AS PER SECTION-105.5 OF THE 2020 NYS THE COMPLSUB-ETION ON OF PROJECT. FOR A PERIOD OF AT LEAST ONE YEAR AFTER Ig. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING BUILDING CODE (NYS BG). FR. rFRAME TYP. TYPICAL COMPLETION OF PROJECT. AS PER PAGE 6-005. I.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL W 1-7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF 2. ALL NONCOMBUSTIBLE MATERIALS MUST MEET THE REQUIREMENTS OF SECTION FRPR. [FIREPROOF U.O.N. UNLESS OTHERWISE NOTED Q ARCHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. -705.5 OF THE 2020 NYS BC. - --- -- AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING I VERT. �f VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: 3. ALL FIRE-RESISTANCE-RATED 6LAZIN6 SHALL BE IN ACCORDANCE WITH -- - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD SECTION "103.6 OF THE 2020 NYS BG. GYP. BD. [GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL -__- INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 4. ANY ACCESSIBLE CONGEALED AREAS REOUIRING PROTECTED OPENINGS OR H.D. HOLD DOWN w/ if WITH ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS --_- WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY OR STENCILING IN THE CONGEALED SPACE PER SECTION "103.1 OF THE 2020 NYS HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITR P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR BC• EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE �NGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 5. THE FIRE RESISTANCE RATING OF PENETRATIONS AND JOINTS SHALL BE IN PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST MGMILLIAN LCIE MICROLAM ACCORDANCE WITH SECTIONS 714 4 '715 OF THE 2020 NYS BG, RESPECTIVELY. HOR. HORIZONTAL B. 6EOR61A PACIFIC 2.OE 6-P LAM lb.2. ORIENTED-STRAND BOARD (0513), WAFERBOARD ORIENTED-STRAND 195. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRLGTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 6. ALL FIRE DOORS SHALL COMPLY WITH TABLE 116.1(2) OF THE 2020 NYE, BG. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING, NAILING, PLACING A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 51PEC.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT -1. ALL FIRE WINDOWS SHALL COMPLY WITH TABLE 116.1(3) OF THE 2020 NYS BG. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• [-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. &. FIREBLOGKING AND DRAFTSTOPPIN6 SHALL BE INSTALLED IN ACCORDANCE AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 6OVERNING BUILDING CODE, WITH SECTION "118 OF THE 2020 NYS BC. FIREBLOCKIN6 AND DRAFTSTOPPING IS AUTHORIZATION OF THE ARCHITEOVENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S LD.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL REQUIRED IN COMBUSTIBLE CONGEALED SPACES, BETWEEN HORIZONTAL/VERTICAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A20b.1 AND ANY SPACES, AND WITHIN CEILING d FLOOR ASSEMBLIES EXCEEDING 1,000 S.F. Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. q. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SECTION g06 OF THE 2020 NYE, BC. EXTINGUISHERS SHALL BE SIZED d LOCATED OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS IN COMPLIANCE WITH TABLE g06.3(1) FOR ORDINARY HAZARD OCCUPANCY. 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.l CELLULOSIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR MEANS OF EORE55 $ ACCESSIBILITY IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 1. MEANS OF EGRESS SHALL BE PROVIDED IN FULL COMPLIANCE WITH CHAPTER 10 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. OF THE 2020 NY5 BC, AND SHALL BE MAINTAINED IN ACCORDANCE WITH THE NYE, SPECIFICATIONS, UNLESS NOTED OTHERWISE. lb.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN FIRE CODE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 2. DESIGN OCCUPANT LOADS LSED TO DETERMINE MEANS OF EGRESS THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED 0P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS HAVE BEEN DETERMINED PER SECTION 1004 OF THE 2020 NYS BG. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. 3. ALL ROOMS OR SPACES CCNSIDERED AS AN ASSEMBLY OCCUPANCY SHALL COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. HAVE THE OCCUPANT LOAD OF SUCH AREA POSTED NEAR THE MAIN EXIT IN A 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CONSPICUOUS MANNER, AS PER SECTION 1004.q OF THE 2020 NYS BC. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 4. WALKING SURFACES ALONG MEANS OF EGRESS SHALL HAVE A SLIP-RESISTANT I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 1&.2.1 5QUA.RE AND SURFACE AND BE SECURELY ATTACHED. N STATE BUILDING CODE, 2020 NEW YORK STATE PROPERTY MAINTENANCE SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). Z CODE, AND 2020 NEW YORK STATE ENERGY CON5ERVATIO4 CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING uj 5. EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING IN CODE. SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ ACCORDANCE WITH SECTION 1026 OF THE 2020 NYE, BC. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS b MANU. SPEC.'S). ASME B15.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). O 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 6. MEANS OF EGRESS DOORS SHALL COMPLY WITH SECTION 1010.1 OF 2020 NY5 V WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BC. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN �u (AFtPA) AMERIGAN WOOD COUNCIL (AWC). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, -I. MEANS OF EGRESS DOOR OPERATIONS AND DOOR HARDWARE SHALL BE TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS COMPLIANT WITH SECTION 1010.1.g OF THE 2020 NYE; BG. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'5 CODE EVALUATION REPORTS. PLUMBING CODE. SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 8. ILLUMINATION OF THE MEANS OF EGRESS, NOT TO BE LE55 THAN I FOOTGANDLE EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND (II LUX) AT THE WALKING SURFACE,SHALL BE PROVIDED AT ALL TIMES THAT A Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, 5TRUCTURAL QUALITY, ROOM OR SPACE 15 OCCUPIED, IN ACCORDANCE WITH SECTION 1005 OF THE MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 2020 NY5 BG. HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY TAE3LE 1604.5 CLIMATIC OEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'5 q. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED PROJECT: CODE, NFPA-TO AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) s ANCHOR BOLTS, CODE EVALUATION REPORTS. BY THE PREMISES'ELECTRICAL SUPPLY, AS PER SECTION 100&.3 OF THE 2020 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CONSTRUCTION CODE. „ NYS BC. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL GROUND SNOW LOAD 25 LBS w/6" RISE 8 v41(2) U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.U.O.N. 3/4°0 BOLTS THROUGH CENTER LINEE- ADDITIONAL INFO. IS FOUND ON PAGE G-003. R BENT PLATE 8 OF VERTICAL LEGS LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F lbrol STANDARD SYSTEM SHALL AUTOMATICALLY ILLUMINATE EGRESS AREAS PER 2020 NYS BG N 0 FO CENTER GENERAL WIND PROTECTION CONNECTION NOTES: SET 6' DIST., U. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. SECTIONS 100&.3.1 - 1005.5.4,AND SHALL PROVIDE POWER FOP, AT LEAST CIO STRUCTURAL MEMBER ALLOWABLE DEFLECTION BASIC WIND SPEED 130 MPH MINUTES USING STORAGE BATTERIES,UNIT EQUIPMENT,OR AN ON-SITE GENERATOR. N ITS #3A & #3 B ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES CONSTRUCTION;55TD 10-clef AND 200 SBG HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 10. EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT EXPOSURE CATEGORY B CONSTRUCTION MECHANICAL CONNECTIONS: ROOF MEMBERS SUPPORTING PLASTER OR STUCCO GEILIN6 L/360 AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL PER 2020 NYS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE MANUFACTURER'S CODE EVALUATION REPORTS. BG SECTION 1013. EXIT SIGNS SHALL BE PLACED SUCH THAT NO POINT IN AN EXIT SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. CORRIDOR OR EXIT PASSAGEWAY 15 MORE THAN 100 FEET OR THE LISTED ROOF MEMBERS 5UPPORTING NON-PLASTER CEILING L/240 SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 2.2•-1. SCREWS: 50REW5 SHALL COMPLY WITH ANSI/ASME B 0.6.1 VIEWING DISTANCE OF THE SIGN,WHICHEVER IS LESS. 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT WEATHERING SEVERE WOODSGREWS (INCH SERIES) INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED . ROOF MEMBERS NOT SUPPORTING GEILIN6 L/I80 " " II. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED PER 2020 BE USED IN ACCORDANCE WITH MANUFACTURER BY MANUFACTURER.'S RECOMMENDATIONS. NYS BG SECTIONS 1015.5 OR 1015.6, RESPECTIVELY. ILLUMINATION SHALL BE FROST LINE DEPTH 3'-0° MATTITUCK, NY 11952 PLUMBING PROVIDED AT ALL TIMES AND EXIT SIGNS SHALL BE CONNECTED TO AN FLOOR MEMBERS L/360 3. METAL PLATES, CONNECTORS,RS, SCREWS, BOLTS AND NAILS EXPOSED 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY RE EXCEED VALUES 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) EMERGENCY POWER SYSTEM hHIGH PROVIDES CONTINUED ILLUMINATION OF NOT DIRECTLY L THE TAINLE5 S SUBJECT TO SALT CORROSION IN COASTAL INDICATED IN UES, CONTRACTOR PRODUCT LITERATURE. THERE MAY BE SEVERAL SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. LESS THAN g0 MINUTES IN CASE OF PRIMARY POWER LOSS, AS PER 2020 NYS BG EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH L/360 TERMITE MODERATE TO HEAVY AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY ,� secTloN Io13.6.3. DRAWING TITLE: LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY SIMPSON" 2• PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 12. A SIGN STATING "EXIT" IN VISUAL CHARACTERS, RAISED CHARACTERS, AND EXTERIOR WALLS W/ BRITTLE FINISHES L/240 GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION BRAILLE AND COMPLYING WITH IGG A111.1 SHALL BE PROVIDED ADJACENT TO - STRUCTURAL DESIGN CHARTS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER AND AT BASE OF VERTICAL WASTE PIPES. EACH DOOR TO AN EXIT PA55.4GEWAY AND AT THE EXIT DISCHARGE, AS PER EXTERIOR WALLS W/ FLEXIBLE FINISHES L/120 AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 2020 NYS Br_ SECTION 1013.4. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115" PER 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER FOOT. 15. REQUIRED SIGNAOE OF ALL ACCESSIBLE AND INACCESSIBLE AREAS MUST INTERIOR PARTITIONS W/ PLASTER OR STUCCO FINISH L/360 RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS COMPLY WITH SECTION IOOq.q OF THE 2020 NY5 BG. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: RAFTERS �. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY INTERIOR PARTITIONS W/ BRITTLE FINISHES L/240 - DISH S ........................................ ARCHITECT - KITCHENEN SINK INK........................................2" PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. - LAVATORY...............................................2" INTERIOR PARTITIONS W/ FLEXIBLE FINISHES L/120 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM - SHOWER/TUB..........................................2" T FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY I6" WITHIN 4' OF EXTERIOR CORNERS. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED - TOILET"""""""""""""..............................3" BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. - LAUNDRY .................................................2" 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED - FLOOR DRAIN..........................................3" STRUCTURAL DESIGN LOADS G-002m00 TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. 13OLT DIAMETER 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" OF J" AND 3"x3'x� ELECTRICAL: WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE THROUGH ROOF. PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM USE FL IVE LOAD DEAD LOADBOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONCRETE/MASONRY TO 201-T NATIONAL ELECTRIC GORE, NFPA-70 AND 2020 NEW YORKSTATE T PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN aDATE: 12/05/22 2 OF 9 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS ENERGY CONSERVATION CONSTRUCTION CODE. DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW FIRST FLOOR AREAS AND AT SPACING NOT EXGEEDIN6 4' ON CENTER. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON PROTECTION. OTHER FLOOR AREAS 100 psf 15 psf COMPLETION OF WORK. GUARDRAILS AND HANDRAILS GYPSUM WALL BOARD COMPLETION WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 50 plf / 200 Ibs 15 psf I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT WITH BACK FLOW PROTECTION. (LIVE = LINEAR / POINT) COMPOUND METHOD. 3. SMOKE/CARBON MONOXIDE DETECTORS, IN CONFORMANCE WITH NFPA '72 SHALL BE VERIFIED. WHEN NOT PRESENT PROVIDE HARD WIRED DETECTORS w/ cl THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND GEILIN6,UNLESS BATTERY BACK-UP IN COMPLIANCE w/2020 NYS BG cl HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 15 d LOCAL CODE. ASGE 1-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) �ED OTHERWISE NOTED. WATER RESISTANT (H.R) AT BATHROOMS AND WHERE -A, DEEMED APPLICABLE. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR TO CONGEALMENT OF P 3. 5/5", ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS �' ~ O 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET ( ? ti, ` :? < IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED �''Q EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL NOR ANY POTENTIAL DAMAGE THEREOF. CONCRETE PANELS OF 5/&" THICKNESS MINIMUM. jSoutr 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOB 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. AGGE5515LE FLUMM5I NO ELSE f ENTS FACILITIES DETAILS ('DER I GG A I I-7. I GHAFTERS 5 6) NOTE: THIS SCHEDULE DOES NOT INCLUDE DE NAEIO BATHROO NG FOR METAL FRAMING STRAPS 1M NALL E3LOGK I N� *UNITS OF MEASUREMENT OF THE DIMENSIONS PROVIDED ARE INCHES (TOP MEASUREMENT) AND MILLIMETERS (BOTTOM MEASUREMENT)* (SEE PAGE 0-005 FOR STRAPPING AND NAILING REOUIREMENT5, Q AND ROUGH OPENING FRAMING REOUIREMENT5) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Other fixtures not allowed W wittnn this area 36 max 36 max (SCHEDULE AS PER ANC 200 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) W CD ,.� 42 max ci 915 915 ---I m 1070 co8 2a Mn 24^*^ ", FASTENER SPEC. FASTENER 24 rain - "ti 610 sto 12 MIN 12 MIN DESCRIPTION AND QUANTITY SPAGIN6 - ---I - bto Q E TOILET PAPER ROOF GE I L I NO FRAMING Q r4 I 12 min x 56" MAX- I L Seat height " v`ni 305 R E O L I 17-19 It Section609.3 E Q, z _l z ��/ T / z RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER RAFTER N z Q �430-485 `r r. - X z_ X - 11 - Lr) --- m v I CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST >1 60 min 1525 Try CEILING JOIST TO PARALLEL RAFTER (FAC Q E-NAIL) SEE PAGE 6-003 EACH LAP O O m Z (0 FIG.604.3 FIG.604.4 .� ate 1070 +� Ln WATER CLOSET SEAT HEIGHT (a)Protruding Dispenser Below Grab Bar (b)Protruding Dispenser Above Grab Bar GT CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) cl-Ibd COMMON EACH LAP C N d CD -+ CD SIZE OF CLEARANCE FOR WATER CLOSET (c)Recessed Dispenser L �t4," MIN Q Q a G WATER CLOSET PLACEMENT TOILET PAPER DISPENSER PLACEMENT (FIG. (504.7) 12" MAX COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE REINFORCED AREAS FOR INSTALLATION OF BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END n , GRAB BARS AT WATER CLOSETS RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END W Ct 36 min 39-41 915 12 min _. 990-1040 305 4 to 4 8 perimeter 54 m n E N 24 min 100-120 12 max' t370 �' 610 WALL FRAMING 305 11/z a2min 32 -2 2max 3s TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT 10Ei5 32-51 51 E U SecUon6094\�- �$ � rn a I = TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE • M `�' m 8 NA STUD TO STUD (FACE-NAIL) 2-16d COMMON 24" O.G. 1112 min I I N /STRA NO W NDOI�I/DOOR HEADER m � 2 (a)Circular (b) (c) 38 HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • Noncircular NOTATION: FIG.609.2 A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.71,P. 184) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON PER STUD FIG.604.5.1 FIG.604.5.2 FIG.609.3 B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255,P. 211) / 1 SIZE OF GRAB BARS C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2016 WFGM,TABLE 323G, P. 2ci2; BOTTOM PLATE TO FLOOR JOIST, SAND JOIST, 2-Ibd COMMON i2 PER FOOT v SIDE WALL GRAB BAR FOR WATER CLOSET REAR WALL GRAB BAR FOR WATER CLOSET SPACING OF GRAB BARS ALTERNATE AS PER TABLE 323D,P. 2ci3) ENDJOIST, or BLOCKING (PAGE-NAIL) i_ D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE GRAB BARS PLACEMENT GRAB BARS SPECIFICATIONS Awc (:2015WFGM, TABLE 3.1,P. ISci) FLOOR FRAMING E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 322F,P. 288) F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE ` 00 15min --- (DOES NOT APPLY TO DOORS) (201& WFGM,TABLE 3.8,P. Icil) JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-Sd COMMON PER JOIST W 380 8 min �/ 5 max 205 205 CL 205 11 r E BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END Q l C FASTENING SGHEDULE B BLOGKINO TO JOIST (TOE-NAIL) 2-5d COMMON EACH END l ' i 9 I E ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOPVDOOR OPENINGS '� $ I i t .0 -I 230 I ^° (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) BLOCKING TO SILL or 11 E° aqo A E u 1 9 min t 9^ )-- I I TOP PLATE (TOE-NAIL) 3-16d COMMON EACH BLOCK 1 +_ F I i 230 L-------- --- I _ L----- A NOTATION E -- A B G D E F G LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST €„ _25 OPNG JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST inn 2635 x 6 50x 430-635 3 1280 2 1 1 1 1 I BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST FIG.606.3 (b)Elevation Eie(vatior, Fie Elevation Plan 4'-0" 4 1 2 2 2 2 BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT HEIGHT OF LAVATORIES AND SINKS FIG.602.5DRINKING FOUNTAIN SPOUT LOCATION FIG.306.3KNEE CLEARANCE FIG.306.2TOE CLEARANCE * - PROVIDE (2) 2"xl0" HDR (MIN) U.O.N. 6'-O" 5 I 3 3 3 3 (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) ROOF SHEATHING LAVATORY/SINK PLACEMENT DRINKING FOUNTAIN PLACEMENT KNEE 4 TOE CLEARANCES 8'-0" 7 2 51 4 4 4 _ STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD PERIMETER EDGE ZONE ad COMMON 6" EDGE / 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS H/ 8d COMMON 4" O.G. UP TO Cl" RAKE OVERHANG GE I L I NG SHEATH I NO GYPSUM WALLBOARD E5d COOLERS '1" E�io- WALL SHEATHING STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD z w FLOOR SHEATHING (SUBFLOOR) - - -- 0 STRUCTURAL PANELS: I" or LESS: 8d COMMON 6" EDGE / 12" FIELD � GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD i - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. 0 FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HICHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 3 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDINC 4' ON EACH N 0 FO CENTER SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. UNITS #3A & #3 B 10200 MAIN RD MATTITUCK, NY 11952 DRAWING TITLE: ACCESSIBLE PLUMBING ELEMENTS STRAPPING, & NAILING DETAILS FASTENING SCHEDULE PAGE: G-003n00 DATE: 12/05/22 3 OF 9 ��C/ilvc�iT RECEIVED - DEC 13 2022 �-9�, 0374 Southold Town OF 14 Planning Board 131.75' Iu F - - - _ PROPERTY LINE STORM WATER DRAINAGE CALCULATIONS (REAR PARKING LOT ONLY) a" THICK REINFORCED CONCRETE _ 56q°20'50"W 4-- -" RUNOFF PEAK RUNOFF TRAFFIC BEARING SLAB" SURFACE COVERAGE TYPE AREA COEFFICIENT (GFS)6)(2) Q �) PARKING RUNOFF NOTE: HAY BALES AND/OR ADJUST SLOPE OF NEW ASPHALT EXIST.ASPHALT REAR PARKING O d 2b44 S.F. 0.90 0.12 SILT FENGINO, AS PER NEW 8'�x12' DEEP SURFACES d SURROUNDINS AREAS 1 O (AREA OF DISTURBANCE) GRASS SHOULDER RE (TYfi='.) 24" DIAMETER G�,ST IRON LLI DETAILS (TYP.) DRYWELL TO REPLACE AS REQ.'D TO ENSURE RUNOFF Q lo REMAINING AREA OF EXIST.ASPHALT b264 S.F. OAO 0.54 LLI FROM ALL ASPHALT SURFACES m REAR PARKING(UNDISTURBED) OR DEFINED SURFACE COVER INLET GRATE FRAME REMOVED DRYWELL FLOWS TO NEAREST DRY WELL. 13 " TOTAL PEAK RUNOFF OF ALL SURFACE TYPES(GFS): 0.46 Q N z Lo TOTAL STORAGE REQUIRED(C).FT)�� 1655 •� EFFECTIVE DEPTH OF b'm,STORM WATER DRYNELLS REQUIRED(FT) 3q.1 c --- = 7 O \ EFFECTIVE DEPTH OF 5W,DRYWELLS(EXIST. E PROP)PROVIDED(FT) 40 >- (D EXIST. B' x12' I / 4-j Q-1 DEEP DR WELL CALCULATIONS HAVE BEEN PERFORMED FOLLOWING THE RATIONAL METHOD IN WHICH Q = CIA WHERE: - cmz O \ a TO BE R MOVED I Q = PEAK RUNOFF(GFS) - CL •- Lo STOGKPI E // I = RATIONAL RAINFALL 1NTE EN COEFFICIENT � (t3 T U 1 T j STORA / A - DRAINAGE AREA(ACRES) I I ( c x N / AREA Z-RAINFALL INTENSITY HAS BEEN ASSUMED AS 2 IN/HR O O 4-J _ Qo (6005. ) / e-TOTAL STORAGE REQUIRED HAS BEEN CALCULATED ASSUMING A TOTAL RAINFALL OF 2 INCHES,AS PER � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -c m d-J ADJUST SURFACE V =I / TOWN OF SOUTHOLD STORMWATER MANAGEMENT CODE SECTION 256--I(A). _I I I ( O a--+ EXIST. &',PXI2' \ 1 (l SLOPE TO DIRECT /i� / 4-DESIGN ENSURES STORAGE CAPACITY REQUIRED TO CONTAIN RUNOFF FROM ENTIRE REAR PARKING LOT I- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - c CV O (� DEEP DRY �•�. \\ �\ / RUNOFF TO NEW DRY ��" ' HAS BEEN PROVIDED,REGARDLESS OF WHETHER THIS AREA INCLUDES EXISTING PARKING SURFACES THAT TO BE REMOVED I V \�-,' WELL LOCATION / / / WILL NOT BE DI5TLRBED BY PROPOSED CONSTRUCTION.THIS APPROACH IS INTENDED TO BE HOLISTIC,AS (J� I I ( I ( ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I I_ Q r-- ♦2 G O / // TTHE RUNOFF WFRO N THE REAR P USST RE L IS ICALLY BE CAPTURED BY ALL DRY WELLS(EXI5TIN6 8 n = TEMPORARY ,�I ll- I I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CONSTRUCTION ENTRANCE / _ CD �.\ > O �•� AS PER DETAIL 4/6-004 I i I I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ NEW 8'�x12' ; - LIMITS OF PROP. DISTURBANCE OGTOBER O6, 2021 I I I I I � DEEP DRYWELL _ O TO EXIST. ASPHALT SURFACE / TO REPLACE 1 /� �'� \ 1 I ------ --__ _ EXIST. COVER TEST HOLE DATA — REMOVED OF 8(DxIO' MGDONALD OE05ERVICES - DRYWELL i' \ - �1.IF DEEP DRYWELL FOB 1255 O _� i' _/ • rl I / \ / z SOUTHOLD, NY I1971 / -,'/ I ❑ 1 - 1 I I CONCRETE I o -�/ (63U 765-3677 (V PRECAST GONG. U •— I / (� MGDOEO®OMAIL.GOM ;, p ,• �, r � _ , , AREA o / z � GROUND LEACHING RING. SEE (D � J HAY BALES \�.__/' L. I (300 S.F.) N I ( U NATER CALCULATIONS ON AND/OR SILT - / �' � ' \� / ,// w EL=20.6' ,.. —J M FENGINO, AS PER Q -- - -=_50.0' w OL DARK BROWN LOAM SITE PLAN FOR REQ D ■ — DETAILS (TYF.) I ! O_ � j --- -,------- I.o' — EFFECTIVE DEPTH 1 BRowN 2'-O" DIAMETER AS 2'-O" SM SILTY SAND 11 � MIN. PER SITE PLAN MIN. U / EL.=18' 1 1 III 1-. _•- --�. 4.0' � - GLEAN SAND GRAVEL FILL 1 III CL 1 _ _ 1 (f L.=14' j Ili ►-• HAY BALES \ STORM NATER L, -10 HELL DETAIL Ill O \ EXIST. I STORY AND/OR SILT III MASONRY BUILDING 1 FENGINO, AS PER C�-004.00 _ „ \ III \ W/ SLAB DETAILS (TYP.) dam SCALE: I/2„ I O \ EL=12' / I F.F. EL.=20.G' 11 / I f ry0 / 1 SP P NE SAND 1 11 • �, / UNITS #4 4 #5 <11 (BUSINESS i Ill / OCCUPANCY GHANOINO TO 1�-I EXIST. 5'(Pxb' \ _ MERCANTILE 1 DEEP DRYWELL j ��. OCCUPANCY) Z 1-1/2" THK. ASPHALT TOP COURSE - 50 MIN. - - EL.=10' ' < 2-1/2" THK. ASPHALT BUT SUFFICIENT TO KEEP ` 1 BINDER COURSE EXIST. UNDISTURBED SEDIMENT ON SITE ASPHALT SURFACE 1 U-I IS.o'H. // / HAY BALES $/OR SILT FENCING \ EXIST. I STORY WOOD EXIST. I STORY WOOD FRAME BUILDINGFRAME BUILDINO l� I 4" THK. COMPACTED F.F. EL.=20.9' WATER IN STONE AGGREGATEF.F. EL.=20.a' SUBBASE COURSE PALE BROWN I I OARAOE EL.=10.1' UNIT #3 (BUSINESS FINE SAND O �OCCUPANCY) TO BE A A U1 UNITS #1 a #2 TO BE SPLIT INTO UNITS #3A ASPHALT RESTORATION DETA') LoCOMBINED ziI (BUSINES5 OCCUPANCY) (BUSINESS) #3B I 240 G-004.00 SCALE: I" = 1'-O (MERCANTILE) Z O COMMENTS: GROUNDWATER / ENCOUNTERED Ia.O' BELOW tLI �� t GRADE tL > P� P� F- y w / Qr 0 PHI \ - — EL.=20' - i II - II 1 CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED " Q STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. FILL w TO 0" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE w �i I \\` o Q ___ PROJECT: to NOFO CENTER (� 4" VERTICAL FAGS TEMPORARY CONSTRUCT 1 ON ENTRANCE DETAIL UNITS #3A & #3 B I � �3EDD I NG DETAIL � rnl 1� C-004.00 0-004.00 SCALE: 1/4" = I'-O" SCALE: I/4" = I'-O" u I 10200 MAIN RD 1 v� MATT ITUCK, NY 11952 1 , I 1 - - - - — - EXIST. COVER DRAWING TITLE: / OF 8' DRYWELL DEEP DR EROSION CONTROL PLAN / I / SITE PLAN DETAILS / �o 1 " t A PREVIOUSLY LAID BALE. �i�i✓;���iJ�'��������i�i PAGE: An / \\ IV MAX. G. TO G. a ��,�����������i�i ��� -004 m00 tLm i t��J OQ FLOWoo \ EMBED FILTER GLOLOTR- = '�E „ MI ii D ON CONTOUR DATE: 12/05/22 4 OF 9 \ MIN. 6" INTO GROUND 4, \ NOTE`MAXIMUM DRAINAGE AREA (,_OA O� - R E PICKETS OR 2"x2" STAKES 1.5' TO V IN &ROUND. ' 1/2 ACRE / 100 LINEAR FEET DRIVE STAKES FLUSH WITH TOP OF HAYBALES. O I) M .� SILT FENCE DETA I LS r& ANCHORING DETA I L/STRAIN BALE DIKE DETAIL �,���c���' p G-004.00 „ I-O_ C-004.00 „ _ �\ I SCALE: I/4 SCALE: I/4 I -O � .�, ��, .^ c'' •� ,E I V DEC 13 2022 N' ° EROSION CONTROL SITE PLAN Sout-old Town SCALE: 1" = 15'-0" Planning Board GENERAL 5)0"M50L <E� EXISTING TO BE DEMOLISHED PARTIAL HEIGHT WOOD - - FRAME (L.O. STL. WHEN x Ihr ^\\I Q APPLICABLE) Lug EXISTING TO REMAIN _ II I I W NEW FOUNDATION WALL \1 CD I REMOVE E j w NEW WOOD FRAME (L.6. I � 5TL. WHEN APPLICABLE) EXIST. I PLUMBING Q .N (\J FIXTURES L0 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL _ _-1 O WOOD FRAME (L.O. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 1 II I I / // O P05T FOR 6" WALLS), U.O.N. I I �>I I 1 /// , C9 NEW 2-HR FIRE RATED I - -J I� // p O (V z O WOOD FRAME (L.O. STL. LJ L_-_-_ \ � a _ WHEN APPLICABLE) ��`� .O U� N ' '` "' ' ' DEMOLISH �J/ \_ O a-.+ � INTERIOR WALLS d O O PARTITIONS(TYPE ALL EXISTING CABINETS, 4 JZ N m � Lr)� n PLUMBING FIXTURES # O O CD 1 1 APPLIANCES TO BE REMOVED \ Q O a O II ] \ I I I F--- ------------ - ------------ II II ( ) > >< > 7 LA V1 I >10 /m m I II I II F--------------- -------- UII ._ y 11 II - W I ------- i f —{J MM I1 ° W � 1 — JJJI1Ij_Z_Z, /� i i i • II NO WORK TO BE DONE L I I � 56OPE OF WORK DOES NOT AFFECT THESE UNITS q_b i U c 1 L �- IIIIIII�I� I --------- --_ < •— I n I - III `� n/'� ,I I V J rAshn 1 U)K I I I I m V I tJJ ' XO I I I I Q uj J I NO WORK TO BE DONE I DEMOLISH INTERIOR WALLS d LI OF WALL AS REG'D SCOPE OF WORK DOES 1 REMOVE PORTION NOT AFFECT THESE UNITS PARTITIONS (TYP.) FOR NEW DOOR DEMOLISH ------- ---- � )Fl j INTERIOR WALLS d i I I PARTITIONS (TYP) ��i� \���/ II L --------- II II 11 II II II II II II II u II ((( /I I I REMOVE EXIST. WINDOW, I I It PORTION OF WALL AS i I/1 REO'D FOR NEW DOOR; I l� EXIST. HDR TO REMAIN II � II II II FBI I II II EXIST. J I EXIST. - MEGH ROOM ROOM I \1 I = UNFINIISHED PROPOSED DEMOLITION PLAN - FIRST FLOOR (UN 1 T5 #1 1 #2, #5) Z BASEMENT EXIST. HALL SCALE: 1/4" = 'I'-O" 7 41642 S.E. O ROSS AREA (ENTIRE FIRST FLOOR) o >U W EXIST. HALL ui Q 0 O O N O j PROJECT: NOFO CENTER '��LLZ7i�1 UNITS #3A & #3 B EXIST. I EXIST. OFFICE #1 fff///??? WORK ('i0 S.F.) SPACE (35 S.F) 10200 MAIN RD EXIST. WORK MATTITUCK, NY 11952 SPACE EXIST. STORAGE I (56 S.F) n RELOCATE (IIOCI S.F.) I — EXIST. SINKDRAWING TITLE: I � �I NO WORK TO BE DONE AREA 15 NOT PART OF A RENTAL UNIT AND IS � III EXISTING FOUNDATION PLAN SCOPE OF WORK DOES ACCESSED BY BUILDING MANA6EMENT ONLY. _ J I LL_-j i DEMOLITION PLAN NOT AFFECT THIS AREA AREA IS NEITHER PART OF UNIT 5A NOR UNIT I EXIST. 55. DOORS TO STORA6E AREA REMAIN - — Zz 71J KITCHEN SECURELY LOCKED AT ALL TIMES EXIST. (65 S.F.) L — 1 — I OFFICE #2 O O O 70 S.F.) DEMOLISH � INTERIOR ALLS d PAGE: W PARTITIOMIL NS (TYPE r ------ 0 0 -i � -----------`--- ® � I F I II III I frT�TJJ1111I� i I I� III I rr� 1 u 1 III UI DATE: 12/05/22 5 OF 9 I1 I1 I1 EXIST. EXIST. EXIST. WORK WORK I I OFFICE #3 ""`- SPACE SPACE I (144 S.F) 00 S.F.) (55 S.F.) j DEC 1 " 2022 o I I SouthofdTown `���,-'�� �• F ���, Planning Board f,, EX I ST I NO FOUNDATION PLAN (COMMON AREAS UNIT #5) 2,600 S.E. OROSS AREA (ENTIRE FOUNDATION LEVEL) SCALE: 1/4" = 1'-0" (5ENERAL SY1�50L <EY : _ EXISTING TO BE DEMOLISHED PARTIAL TOOD CL FRAME (L.G. STL. WHEN Q EXISTING TO REMAIN ``�`I APPLICABLE) NEW FOUNDATION WALL I---� NEW WOOD FRAME (L.G. W Lu cc STL. WHEN APPLICABLE) \1 J CY) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V c L0 HOOD FRAME (L.G. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALL5), U.O.N. _ 0 FI WOOD FRAME(LRG. STDL. O O N z O WHEN APPLICABLE) f1 'co In d 2 X N O 4- ' O O m .;:; (9 C CV co Q a O W I 4J U •- W 4-) m I + U c L- 0) QAdfflk .- cn 4� 0 NO WORK TO BE DONE SCOPE OF WORK DOES NOT AFFECT THESE UNITS EXIST. SLAB ON GRADE AA uw 2 O U F- Q 0 NO WORK TO BE DONE PROJECT: SCOPE OF WORK DOES NOT AFFECT THESE UNITS N0170 CENTER UNITS #3A & #3 B 10200 MAIN RD MATTITUCK, NY 11952 DRAWING TITLE: EXISTING FLOOR PLANS PAGE: A-102mOO DATE: 12/05/22 6 OF 9 RECEIVED DEC 13 2022 L Southold Town -- Planning Board ('�y EX I STI NO FOUNDATION PLAN (UNITS #4 #5) EX I ST I NO FIRST FLOOR PLAN (UNITS #4 #5) -`, SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" 2,600 S.F. OROSS AREA (ENTIRE FOUNDATION LEVEL) 4,642 S.F. GROSS AREA (ENTIRE FIRST FLOOR) J', OENERAL 5)"'MBOL E"�'r : I I 5 b 4 _ EX15TINO TO BE DEMOLISHED PARTIAL HEIGHT WOOD FRAME (L.G. STL. WHEN 4'-II" [� 0 APPLICABLE) O EXIT Q EXISTING TO REMAIN m EN w NEW FOUNDATION WALL i GO ON VE5TIBUL W NEW WOOD FRAME (L.G. 3Qx6a STL. WHEN APPLICABLE) "'' NEW Nlly SEX AREA AREA -� m �� M_..._...._.__._._._.w" '.",�rr�; �_"",�,.,.. ` � `'yea 1 A.D.A-G PLIANT to (75 S.F.) Q a-J N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V y� '' xxxxxx BATHROOM WOOD FRAME (L.G. STL. © POST FOR 4 WALLS + r ''�� I - (60 S.F.) IT O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. 2 I 6-7 NEW 2-HR FIRE RATED �j� d 3Pf i WOOD FRAME (L.G. STL. �l ti I EXIT 6� O C (\J z O WHEN APPLICABLE) i a 5 6 a I a �%ULn O d� m w O m Cfl I6'-6" _ � O L0 N O> Q a O k a 1 n _ O NEW W w ___....w....-_:a�._._._..... _ ...,_.w......; _ CLOSET ADA IN-SWING DOORWAY: > CODE REFERENCE: 201-7 IGG AII7.1 505.5 $ (905.2.2 EXCEPTIONS. 3 U •- °j • z 5M/GO O Q I � m >E > 2 I a Q� -1; • LJJ 12 NEW � ~� v NO WORK TO BE DONE RETAIL SPACE 0) z0 SCOPE OF WORK DOES I (275 S.F) w �O� , N ` OT AFFECT THESE UNITS NEW II IL WO O O v I �CONFERENCE UNIT #3B ROOM I p Q LL b (126 S.F.) I Q u I /r •— z w I— \L in I __U X 1 +5 n 1 V L L — H zDK 2'-6"� O R W (L W x 0 3-O" ? V NEW(2) Q NO WORK TO BE DONE rn O QO I.'I5"x9.5" SCOPE OF WORK DOES m - t- O.P. 2.0E NOT AFFECT THESE UNITS GLA55 Q m z0 LVL HD WALL b 3 m v DOOR I I'-O" I 5M/GO 2$x68 4 7 Q NEW NEVA � MANAGER OFFICE SPACE OFFICE 2 (4a7 S.F.) O (241 S.F.) O N t k 0 UNIT #3B EXIT 15 3 0 = Ib EXIST. a m EXIST. MEGH EXIT EXIT ------ L MEGH ROOM SM/GO 3 ROOM 14 5 +6 13 I 8 8 SM/GO COMMON EXIST. FROPOSED FIRST FLOOR PLAN (UNITS #I -2, #5A, I$ #5B) � EXIST. HALL UNFINISHED AREAS BASEMENT Z 4,642 5.F. OROSS AREA (ENTIRE FIRST FLOOR) SCALE: I/4" = I'-o° 2 RECEIVED 0 U EXIST. HALL DEC 13 2022 Southold Town ci W I IA m RELOCATE s. EXIST. SINK a Planning Board o O O STL. GIRDER �g PROVIDE NEW EX� IST. COUNTER o FLOOR PLAN NOTES PROJECT: EXIST. /� 5 DOOR NOTE: AGGE551BLE ENTRAGE OFFICE #1 I tr �Y O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. ACCESSIBLE DOORWAY AS PER IGG All-7.1,CHAPTER 4. N 0 FO CENTER \ PLANS BY 'JE EXTERIOR ' D EQUAL). TLY EOUIPPED. UNITS #3A & #3 B (70 S.F.) x Q�f1 2. Y.I.F. EXIST. DOOR DOES NOT INCLUDE CLOSER d wp[ \ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ONCOMPONENTS 6 I N Op 2$xb$ 3. DOOR TH RESHOLDS LDS SHALL BE 11/" MAX. IN HE16HT. Q� \ PLANS BY 'THERMATRU' (OR EQUAL). 3.DOOR TYPE TO SELECT Q� 4.INSTALL AS PER MANU SPEC.'S PORTABLE FIRE EXTINGUISHER: z z� I 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS O I. PROVIDE (1) PORTABLE 2A:IOB:G FIRE EXTINGUISHER Z rw b.PROVIDE (2) 2"x5" HDR.,U.O.N. (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN `ti I 3 � -7. SEE PAGE 6-003 FOR ALL OTHER FRAMING ELEMENTS COMPLIANCE w/2020 NY5 BC 9Ob. 1OZOO MAIN RD to p NEW WORK AROUND DOORS (TYP. FOR ALL) U.O.N. 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS z 0� AREA LOCATION THAT IS READILY ACCESSIBLE AND MATTITUCK, NY 11952 p�_ — (49 S.F.) I q FIRE RATED DOOR: AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL p cV VERIFY EXIST. 3QX6 1.5 HR. SELF-GLOSIN6 STEEL DR. NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. EXIST. STORAGE I z — — I 4 PROVIDE NEW IF NOT PRESENT. 3. INSTALL PER MANU. 5PEG.'S EITHER ON SUPPLIED (I loci S.F) -� ®Q _ — -3'-O" NEW 'q HANGERS b BRACKETS OR WITHIN CABINET USED TO DRAWING TITLE: z � OFFICE #(6 �' 2-HR. FIRE RATED INTERIOR WALL CONSTRUCTION: HOUSE PORTABLE FIRE EXTINGUISHERS. CABINETS --AREA IS NOT PART OF A RENTAL UNIT AND IS O2 V.I.F. EXIST. CONSTRUCTION CONFORMS TO UL DESIGN NO. SHALL NOT BE LOOKED. PROPOSED FLOOR PLANS ACCESSED BY BUILDING MANAGEMENT ONLY. U505 IN CONFORMANCE w/UL 263 STANDARDS,OR 4. LOCATE BOTTOM OF EXTINGUISHER AT LEAST 4" ABOVE AREA IS NEITHER PART OF UNIT 3A NOR UNIT - EXIST. I PROVIDE NEW. SPECIFICALLY: FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5' PROVIDE (2) J" DENS 6LA55 FIRE RATED SHEATHING ON ABOVE FLOOR. FOR EXTINGUISHERS WITH GROSS 3B. DOORS TO STORAGE AREA REMAIN OFFICE #2 — - WEIGHT EXCEEDING 40 LB5, LOCATE 50 THAT TOP OIF SECURELY LOCKED AT ALL TIMES q FIRE-RATED OCONSTRUCT ON SHALL INCLUDE HEADER, EXTINGUISHER IS NO MORE THAN 3'-b" ABOVE FLOOR,. m (70 S.F.) I- _ - IT EXIST. STL. 61 R W B ALL-SPACE ABOVE OPENING, 4 POSTS. 10 O TURNING SPACE: 0 0 SMOKE DETECTOR / GO DETECTOR NOTES: 60"m (MIN) OR T-SHAPED TURNING SPACE IN COMPLIANCE I. ROOMS/SPACES w/SM/CO DETECTOR INDICATED ON w/ IGG All-I.1,SECTION 504. L`J 2$xb$ PLAN SHALL BE CHECKED IF EXIST. HARD WIRED SM/GO UNIT #3A DETECTOR EXISTS. II NEW FLOOR: PAGE: 2.IF NONE - CONTRACTOR SHALL PROVIDE CODE O I. NEW J" PLYWOOD SUSFLOOR BENEATH (GLUE E 5CREW); Alk COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION SCREW PERIMETER OF SHEATHING 4" O.G. d 12" O.G. ®R. A-103mOO DETECTOR HARD WIRED TO EACH OTHER w/BATTERY 2 NEW I�ISHED FLOOR TO MATCH EXIST. NEW BACKUP. L F NO WORK TO BE DONE OFFICE #5 3.INSTALL ALL AS PER MANU. SPEG.'s RAILING NOTE: 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR SCOPE OF WORK DOES a a (88 S.F.) IN COMPLIANCE WITH 2O20 NY5 BG 915 d LOCAL CODE. 1. 42" H16H GUARDRAIL d SPINDLE SPAGIN6 NOT NOT AFFECT THIS AREA �x x 12 TO ALLOW PASSAGE OF A 4" (p SPHERE;36" H16H I NEW - NEW EXHAUST FAN SHALL BE INSTALLED WHERE HANDRAIL $ SPINDLE SPAGIN6 NOT TO ALLOW DATE: 12/05/22 7 OF 9 NEW I <v PASSAGE OF A 4" 4) SPHERE OFFICE #4 O4 VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO 2. 6RIPPABLE RAIL A5 PER GORE OFFICE #3 (112 S.F.) OUTDOOR SPACES AS PER NY5 MEGH. CODE SECTION 3. RAILING TO BE WOOD TO MATCH EXIST. RAILING (100 S.F.) SERVICE SINK 403.3.1.1; INSTALL AS PER MANU. SPECS dZI 13 NEW SERVICE SINK SHALL BE PROVIDED IN INDICATED O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 LOCATION. ACCESSIBLE PLUMBING ELEMENT FURNACE �( A ��//,, O ALL NEW ACCESSIBLE PLUMBING ELEMENTS d FACILITIES 14 (2) EXISTING FURNACES TO REMAIN �'� �1 6 ({� TO COMPLY WITH IGG AII'7.1 CHAPTERS 3 S b. SEE AL50 �� ��l� 0 STANDARD DETAILS ON PAGE 6-005. WATER HEATER L(� Z' �• 12'-9" "1'-2:2 15 (1) EXISTING WATER HEATER TO REMAIN �O WATER DISPENSER cC i'- ( w O NEW WATER DISPENSER SHALL BE PROVIDED IN INDICATED OIL TANK LOCATION. WATER DISPENSER HAS BEEN DEEMED AN 16 ' ACCEPTABLE SUBSTITUTION FOR DRINKING (2) EXISTING OIL TANK TO REMAIN FOUNTAINS t� --;",4 REQUIRED PER NYS PG 410, AS APPROVED BY THE SUFFOLK �� COUNTY BUILDING DEPARTMENT. 17 ELECTRICAL PANEL vIN a374� ., EXISTING ELECTRICAL PANEL TO REMAIN FROFOSEID FOUNDATION PLAN (COMMON AREA UNIT #5A) 21600 S.F. OROSS AREA (ENTIRE FOUNDATION LEVEL) SCALE: 1/4" = 1'-0" MEANS OF EGRESS TABLE A2/E32' - - - - - FIRST EGRESS ROUTE SECOND EGRESS ROUTE (2) a FUNCTION E IT Q ROOM OCCUPANT MAX. MAX. TRAVEL ® n 0 ROOM OF SPACE SIZE LOAD FACTOR OCCUPANT DISTANCE - - -- - O I ANEW w (IBC TABLE (I) 1004.5) (S.F.) (S.F.00CUPANT) LOAD ALLOWED (FT.) I COMMON VEBTIBUL E C E I V E w AREA AREA MAX. TRAVEL li MAX. TRAVEL � ROUTE ROUTE A:A G NI PL ANT Ir -�� - - ..� DEC 13 2022 Q +' N DISTANCE STANCE (FT.) (75 5.F.) - .- -- -- -- co DISTANCE (FT.) - - BATHROOM 1 /G C � ------- ----=--- AGCE550RY - - -- STORAGE 5TORAGE I IOq 500 4 100 / 200 L1 55.4 - - l (6O S.F.) I _ ♦` �_ Southold Town O O Planning Board _ - Q AREAS --- --- - -- -- -- E IT D Z Cfl Ql TOTAL: 4 E2I/ 2 Oi --- - -- - - _--- O • - - - •� R > x N EXIST. BUSINESS 100 / 200 D 61.4 D 55.4 O I O O O t 70 150 I 1 I 2 - _ _ �__ __ _ OFFICE #1 AREAS I I ♦ .- 0c\j m � � cu w EXIST. BUSINESS 70-A E_ 150 1 100 / 200 El 65.2 E2 62.1 /� I ♦ Q 2 O �l"� I OFFICE #2 AREAS - -- ' I u O NEW BUSINESS 100 150 1 100 / 200 FI 75.5 F2 70.5 2 ' t OFFICE #5 AREAS NEN ♦ n , NEW BUSINESS 112 150 1 100 / 200 G1 77.7 G2 74.6 , r I ` CLOSET p OFFICE #4 AREAS ' 1 < NEW BUSINESS 88 150 I 100 / 200 H1 75.5 H2 50.5 UNIT #3A ' I ` m OFFICE #5 AREAS - I kE1:2 4J # I I ' NEw BUSINESS - - - -- I 1 = I ♦ U •- z 85 150 I 100 / 200 II 62.8 12 67.8 1 I I ♦ D � OFFICE 6 I NEW WORK BUSINESS 4q 150 1 100 / 200 Ji 58.8 J2 63.95 KI,�G2 - I ♦ -�J W ♦ I 1L AREA AREAS NEW NEW OFFICE BUSINESS NO WORK TO BE DONE SPACE AREAS 4q7 150 4 100 / 200 Al 31.1 A2 16.0 I � IG2 RETAIL SPACE ♦ ♦ 275 5.F.SCOPE OF I ( ) NEW _ 1-- -- - - _ -- NOT AFFECT �ESEDUNETS ♦ EW I I I� I ♦ v CONFERENCE BUSINESS 126 150 1 100 / 200 K1 51.1 K2 40.2 ♦ GO ROOM GE I I I UNIT #56 ♦ L ROOM AREAS TOTAL: 12 I G NEW RETAIL MERCANTILE 275 60 5 75 / 200 51 4.7 B2 44.2 ♦ I I I ♦♦ I O Q SPACE NO WORK TO BE DONE ♦ I 1 0 NEw SCOPE OF WORK DOES ♦ I _ I#-- MANAGER BAREAS 255 150 2 100 / 200 GI 17.0 G2 56.2 NOT AFFECT THESE UNITS ♦ I I , j OFFICE - - - - - ♦ I I I �I/�2 TOTAL: 7 - L - - 'I - -- O ' - THE FIRST AND SECOND NUMBERS ARE THE MAXIMUM TRAVEL DISTANCES WHEN ONLY (1) EXIT AND MORE THAN (1) EXIT IS PROVIDED, RESPECTIVELY. AS PER 2020 NYS BG GIr TABLES 1006.2.1 4 1017.2. 2 - WHILE ONLY (1) EXIT IS REQUIRED PER 2020 IBC 1006.3.3, (2) EXITS ARE PROVIDED AND CONSIDERED. 1 G2 COMPLIANCE STATEMENT: Y� NEW TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYS BG USING NEW I/ I MANAGER /✓� CHAPTER 5 4 CHAPTER 10 OFFICE SPACE r OFFICE (4q7 S.F.) (241 5.F.) D 2,E 2,f 2, ♦ 1 M 2/H2/12/J2/LI ♦1 40 UNIT #3B EDIT II EXIT EfIT EXIST. EXIST. MEGHEff MEGH ROOM O 0 ROOM EXIST. FROPOSED FIRST FLOOR EGRESS PLAN (UNITS #1 -2, #5A/ � #5B) EXIST. HALL COMMON UNFINISHED SCALE: I/4" = I'-O" z - - - - - - - - AREAS BASEMENT 4,l 42 S.F. GROSS AREA (ENTIRE I RST FLOOR) -� w CALCULATED EGRESS CAPACITY` o D2,E2,IF2,O2,H2,12,J2,LI 0 MAX. REQ'D (IBC Ioo5.$) MINIMUM _ EGRESS SIZE DESIGNATION DESIGNED EGRESS GAP. COMPONENT PROVIDED COMPLIES? OCCUPANT EGRESS GAP. GAP. PER O I I O D2/ 2� 2� EXIST. HALL FACTOR (IN.) LOAD REQ'D (I N.) �', GODS (IN.) (INJOCCUPANT) w - - •� - - - -i -� - -r - - --- ------- O O 02,H2,12/J2 I �I� A - DOOR 12 0.2 2.4 32 42 YES V - O EGRESS t EMERGENCY DEVICE NOTES: PROJECT: B - DOOR 2 0.2 0.4 52 42 YES ` EXIST. �I � _ ` I. REFER TO "FIRE d SMOKE PROTECTION FEATURES" ' NOFO CENTER J I/ 2/ AND"MEANS OF EGRESS # ACCESSIBILITY" NOTES ON ` PAGE 6-002 FOR GREATER DETAIL. C - DOOR 5 0.2 1.0 32 36 YES ` OFFICE #I IL I I/�2� ' `(70 5.F.) r^ J 2. IN THE EVENT OF POWER SUPPLY FAILURE,AN - --- - UNITS #3A & #3 B �J EMERGENCY ELECTRICAL SYSTEM SHALL ' ` � ,1_ I/ 2 O AUTOMATICALLY ILLUMINATE MECHANICAL ROOMS AS D - DOOR 5 0.2 1.0 32 36 YES I-J I - - PER 2020 NYS BG SECTIONS 100,5.5, AND SHALL --------- . ._ ------------------ -----_- -- - --------- --_----. -. --------_ --- ---- ------- ----- PROVIDE POWER FOR AT LEAST 40 MINUTES USING ' 6 t=1 ♦ STORAGE BATTERIES,UNIT EQUIPMENT,OR AN ON-SITE E - DOOR 5 0.2 1.0 32 36 YES GENERATOR. 10200 MAIN RD NEWA WORK 1 ♦ 5. ALL DOORS SHOWN ALONG INDICATED EXIT ACCESS F - DOOR 12 0.2 2.4 32 36 YES MATTITUCK, NY 11952 Q ROUTES,EXCLUDING MECHANICAL ROOM DOORS, (4q S.F.) 1 SHALL BE EQUIPPED WITH PANIC HARDWARE IN EXIST. STORAGE GONPLIANGE WITH NYS BG 1010.1.10. ~ --- ------------- -- I --_ -- -- - - , I I NEW ♦ w G - DOOR 1 0.2 0.2 32 -IF 36 YES DRAWING TITLE: (IIOq S.F.) 4. FIRE ALARM 3 DETECTION SYSTEMS (INCLUDING ' I OFFICE #6 ♦ AUDBLE d VISIBLE ALARMS) ARE NOT REOUIRED FOR z -AREA IS NOT PART OF A RENTAL UNIT AND IS I I _ - JI/'J2 (85 S.F.) ♦ THE PROPOSED UNITS,AS NONE OF THE CONDITIONS � (1) PROPOSED EGRESS FLOOR PLANS ' ACCESSED BY BUILDING MANAGEMENT ONLY. - - '� _ _ I I STATED BY NYS BG 901.2.2 b 90'7.2."1 EXIST. IL H - DOOR I 0.2 0.2 32 30 NO AREA IS NEITHER PART OF UNIT 5A NOR UNIT EXIST. H 5B. DOORS TO STORAGE AREA REMAIN OFFICE #2 ' O II I - - I I ♦ 5. V.I.F. LOCATION OF EXISTING EXIT SIGNS. AT Q SECURELY LOCKED AT ALL TIMES- (70 S.F.) ' I - _ - - ( 1 LOCATIONS WHERE EXIT SIGNS ARE INDICATED ON 0 1 - DOOR 1 0.2 0.2 32 32 YES - - O - - - I I I ♦ PLA45 BUT NOT EXISTING, PROVIDE NEW EXIT SION5 IN CONFORMANCE w/NYS BG 1015. � J - STAIRS 7 0.2 1.4 44 50 YES Oi/ 2/ PAGE: OI/O2 # I/ 2 O K - DOOR 7 0.2 1.4 32 56 YES W ��--- --- - -- - - II ---- - - r � t/ 1 - - -- - - 104m00 ' efE,E I I NEW 1 L - DOOR 7 0.2 1.4 32 36 YES ' NO WORK TO BE DONE I I OFFICE #5 - - -- - SCOPE OF WORK DOES ♦ (88 S.F.) ' NOT AFFECT THIS AREA ♦ M - DOOR II 0.2 2.2 32 36 YES DATE: J-2/05/22 8 OF 9 O O NEW NEW OFFICE #4 N - DOOR 1 0.2 0.2 32 52 I YES OFFICE #3 (112 S.F.) 4t 000 S.F.) O - DOOR I 0.2 0.2 32 32 YES � �� ♦ P - DOOR I 0.2 0.2 32 32 YES ' ` Q - DOOR I 0.2 0.2 32 32 YES ♦ w �. z% 0 :2 IN 0 R - DOOR 2 0.2 0.4 52 36 YES �� `�37405 + �' 5 - DOOR 4 0.2 0.8 52 36 YES 1 0, PROPOSED fi ROPOSED FOUNDATION EGRESS PLAN (COMMON AREAS UNIT #5A) EGRESS COMPONENT IS AN EXISTING NON-COMPLIANT ITEM. THE SCOPE OF WORK DOES NOT INCREASE THE REQUIRED SIZE OF THIS 2,6 00 S.F. OROSS AREA (ENTIRE FOUNDATION LEVEL) SCALE: 1/4" = 1'-0" EGRESS COMPONENT AND DOES NOT RESULT IN AN INCREASE IN THE DEGREE OF ITS NON-COMPLIANCE. a Q w w J cy) N •� Lr) O = � O >' C9 o N z O a •caLo , � � 2 x cm o 4- 0 om Zj- 6 cu C N O Q O a O W -0 U •- 4a - -J m • - -c + U c IL 0 NOTE: ALL PLUMBING WORK SHALL CONFORM TO LOCAL PLUMBING CODE PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR EQUAL) O AT ALL PENETRATIONS IN FIRE O RATED WALLS AND O Q' FLOORS/CEILINGS. PRODUCT LEGEND EXIST. 4" FRESH AIR CONFORMS TO ASTM E 814, VENT THROUGH ROOF ASTM E 84, AND UL 14"I9 HOT WATER - F-----� SUPPLY I .._.._.. COLD WATER NEW UNISEX NEW UNISEX 3„I NOTE: J ADA-COMPLIANT DEC 13 2022 ADA-GOMPL I ANT .— 1 ALL PLUMBING WORK RESTROOM RESTROOM __ ——— I SHALL CONFORM TO LOCAL PLUMBING CODE EXPAND NG FOAM' (OR EQUAL) SOUth01 TOWn Q� __-r—— I 0.� AT ALL PENETRATIONS IN FIRE 0 r 1 1 RATED WALLS AND Planning Board 12" 12" I FLOORS/CEILINGS. PRODUCT IL I 94 CONFORMS TO ASTM E a14, N I I I I Q4 ASTM E 84, AND UL 14'14 Q 1 I I EXIST. F.A.I. u 1 1 I TO REMAIN I I� x I W G I GLEAN �I 13 v I OUT AS 11 3" I CONNECT TO G.O. 4" CONNECT TO I II �� EXIST. MECH.1 EXIST. DRAIN NEW — —� 4" HOUSE 3 AREA EXIST. WATER I - I .v SYSTEM WORK r MAIN SUPPLY SYSTEM AREA 1 1:2 DRAIN C.O. SERV. I SERV. I �N �II\ SINK I to SINK I —I I— b4 I I t- z I- ' 2"I EXIST. 4 TO SEWER z b4 1 z w w I UNFINISHED SYSTEM w N I BASEMENT w I � p Q RELOCATED Q 4 ? II V m SINK d PUMP Ul TO STREET NEW WORK EXIST. I- " I- NEW PUMP AREA UNFINISHED X rWATER MAIN BASEMENT w ..—.._.._. _..—..3 ti l H Q FLUME3 1 NC RISER - DRAIN / NASTE / VENT FLUME 1 NC RISER - SUFFL1' PROJECT: SCALE: NTS SCALE: NTS N O FO CENTER UNITS #3A & #3 B 10200 MAIN RD MATTITUCK, NY 11952 DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-1.0 In 0® DATE: 12/05/22 9 OF 9 .. Ili• k v \r;a, 131.75' SITE LAYOUT NOTES: _ PROPERTY LINE I. THIS 15 AN ARCHITECT'S SITE PLAN 4 IS �W SUBJECT TO VERIFICATION BY A LICENSED a O EXTENT OF PROP. DISTURBANCE � - - - - Sbq°20�5O��y� U Tjr O EXIST. ASPHALT PARKING _z _ SURVEYOR. THE INFORMATION NI LOT PRESENTED ON EROSION REPRESENTED ON THIS SITE PLAN 15 TO THE 0 •� CONTROL PLAN ON PAGE G-004 p � ARCHITECT'S BEST OF KNOWLEDGE. N F W Z O TEST NEW 8'(Dxl2' DEEP 1 2. SURVEY INFORMATION WAS OBTAINED J = �N.1 EXIST. HOLE DRYWELL TO REPLACE m \I FROM A SURVEY DATED DEGEMBER 15, 2021 �� LAWN EL.=20.6' REMOVED DRYWELL ° V p AND PREPARED BY: Q W SGALICE LAND SURVEYING Z SPACE �� G 31 3O 1 N.Y. STATE LAND SURVEYOR O V) RESERVED FOR I \ 2g 28 27 26 LIG. #050756 Z TELEPHONE: 631-g57-2400 ~ J F- J PROP. SEPTIC \ L.=24.1' EXIST. 8' xl2' 25 24 / F- I.n EXPANSION POOL L. / O Q DEEP DRI WELL O O (NOT INSTALLED 32 - \ TO BE REMOVED A 1 / O . AT THIS TIME) I / / SITE PLAN NOTES i OFF-STREET PARKING SPOT (TYP) z m EXIST. 8'�x12' 4)�'` \ /��� i Q ; EXISTING 10'x2O' PARKING SPOT O DEEP DRYWELL I \ \ ��M/ `t EXIST. / _ Q � � � � / NEW ASPHALT SURFACE: W TO BE REMOVED 34 , _, B O ASPHALT / O PROVIDE NEW NY STATE DOT TYPE 6F TOP COURSE T ; ; Z J 10' MIN. \\� \ 2���• PARKING / ASPHALT UPON COMPACTED 4" STONE A66RE&ATE IN Q J AREAS WHERE EXIST. PARKING SURFACE DISTURBED BY 00 SPACE RESERVED EXCAVATION ACTIVITIES REQUIRED FOR SEPTIC SYSTEM _ > It � FOR PROP. SEPTIC / INSTALLATION. SEE AL50 SEPARATE HEALTH DEPARTMENT COMB 1 NATI ON OF (2) EX I STI NC O ENERAL BUSINESSES UNITS. //^^ Z � Nt1N• EXPANSION POOL APPLICATION, AS WELL AS EROSION CONTROL PLAN ON �� II l��® PROJECT LOCATION &SCOPE n vi Tq BUSINESS OCCUPATION CLASSII-ICATION TO REMAIN; EUNGTION Y C) NEW 8'd�xl2' 35 0 (NOT INSTALLED PAGE 6-004 OUTLINING THE EXTENTS OF THE DISTURBED 01- SP�GE TO GHA DEEP DRYWELL o z ASPHALT SURFACE. NOE FROM GENERAL OFFICE USE TO NAIL Q Z N 0 AT THIS TIME) / 1 SITE PLAN & ZONING DATA Z >; 4 TO REPLACE - �8, CO POST LIGHT (NEW): REMOVED 1 / \ ��7j \(��!!/� EXIST. COVER O MCORAW-EDI5ON - 6ALN-SAIA-272-U-5L4-HSS_3466 P05T SALON. CV J , DRYWELL �, 1 `' NO CHANGES �� OF 8'�x10' TOP MOUNT FIXTURE INSTALLED AS PER MANU. SPEG.S. LL w (0 I PROPOSED TO EXIST. O 1 DEEP DRYWELL - ADDITION OF PLUMB I NO FIXTURES IN UNITS I $ 2. ��®02 .®® GENERAL NOTES LO _ Tq PARKING LAYOUT MOUNTING HEIGHT: - N: 5-I POST - CLOSE Oi�EN I NO BETWEEN UNITS 2 3 W I TH FIRE-RATED WALL. � Q ' ❑ 8' Tq J HOURS E:OPERATION: 5-IOPM(EVENING) STRUCTURAL DESIGN CHARTS C) < O MIN. ,. / 1 �-� WATTAGE: 29.1 WATTS EXIST. GONG. 1 Q z - / / / LUMENS: 4,52q RETAINING WALLS ��-' \?o 1 PROP. EpEPTIG EL.=25.1' I 1 COLOR TEMPERATURE: 2'I00°K ENERGY TABLE H/ 3' HIGH STEEL M/k SYSTEIyl PER SGDHS TOP-MOUNTED SIGN LIGHTING (NEW) O� �TDATA : .®® STRAPPING & NAILING DETAILS W GUARDRAILS REF. 0. G-21-03g5 0 1 23 // O PROVIDE TOP-MOUNTED SIGN LIGHTING AT BOTH SIDES OF SIGN;SPECIFIC MODEL TO BE SELECTED BY OWNER. FASTENING SCHEDULE �L•=1Q- 0 II ° / LIOHTIN6 SHALL CON515T OF I.E.S. (ILLUMINATING ENGINEERING SOCIETY) "FULL GUT OFF" DESIGNATED V \ 22 / ,` FIXTURES WITH "RLM" (DISH) TYPE SHIELDS. LIGHTING W LL• 18 SHALL BE POSITIONED SUCH THAT LIGHT FALLS ENTIRELY PROJECT / ZONING DATA w J 10 I �' ON THE SIGN AND 50 THAT BULB IS NOT VISIBLE FROM EROSION CONTROL SITE PLAN = � � ANY POINT OFF THE PROPERTY OR INTO THE ROADWAY. TAX MAP # (� J EL.= MIN. II 3�n 1 �`�: � � 1000-143-3-I - -- *NOTE: SIGN LIOHTINC7 I5 EXCLUDED FROM EXTERIOR SITE PLAN DETAILS 0 III 1 21 O' W�RNF LIGHTING ANALYSIS BELOW' ZONING DISTRICT B Q I 1=L.=14' III 0 �S � "•.. •,r.;;..:.,:;. W \ RECESSED HIGH HAT LIGHTING (EXIST) r iy 36 0 I O (\ G EXIST. I STORY O V.I.F. EXIST. FIXTURE (OR EQ. MODEL) LOT AREA 0.7 ACRES III 5 ° MASONRY BUILDING 1 -I ® I .®® EXISTING FOUNDATION PLAN 0 MIN. '$' RAB LIGHTING - WFRL4RcI9FAI20W5 RECESSED LIGHT Gof0 - DOCUMENTATION OF - III Z ^yi '�'Q w/ SLAB E FIXTURE INSTALLED AS PER MANU. SPEG.5: NONCONFORMING PREMISES Z-13678; DULY 2q, Ig85 PROPOSED DEMOLITION PLAN EL.=12' 10 MIN. II \ Z I I �/ \ F.F. EL.=20.g' MOUNTING HEIGHT: 9'-O" ABOVE AV&. GRADE (O.H. HOT) CofO - ADDITION Z-16511 DEGE I MBER 17, Iga7 � III 4 Ig HOURS OF OPERATION: 5-IOPM(EVENING) I III v/ UNITS IN d #5 1 WATTAGE: 8.8 WATTS GofO - AS-B'JILT ALTERATION Z-33415; DEGEMBER 02, 2008 t�t�I ®2 ,®® EXISTING FLOOR PLANS (BUSINESS E LUMENS: 693 (� 11 �� / OCCUPANCY Ill COLOR TEMPERATURE: 5000°K EXIST. 8'4)x6' 0- ( CHANGING TO \ z f f� FEMA FLOOD ZONE DEEP DRYWELL NEV�CANOPY \ / �� MERCANTILE p _j1 X 1 ABOVE EXIST. 17 IB OCCUPANCY) \md' - - - --- ----- --- ' REAR EkTRANCE 5' \ EXIST. BASEMENT FIRST FLOOR 7 MIN. GONG. p GROSS FLOOR AREA a PROPOSED FLOOR PLANS 30.5' \ll•7' WALK fL EXIST. PROP. EXIST. PROP. 1 COMMON AREAS (GARAGE / �1 \\8. \ J� MECHANICAL ROOMS, STORAGE) 1645 S.F. 1645 S.F. I81 S.F. 340 S.F. EXIST. LIGHT O S.F. O S.F. 657 S.F. n/A ABOVE \\\\EXIST.\f STORY WOOD I z uNlr #I �-10�.00 PROPOSED EGRESS FLOOR PLAN BASEMENT EXIST. I STORY WOOD FRAME BUILDING ARAGE DOOR FRAME BUILDING -_ /g\\lgm\\� UNIT #2 O S.F. O S.F. 670 S.F. n/A in/ F.F. EL.=20.g" F.F, EL.=20,q' EXTERIOR LIGHTING ANALYSIS GARAGE EL.=10.1' UNIT #3 (BUSINESS E 1 - - - - - UNITS #I s #2 (COMBINED) n/A O S.F. n/A 1327 S.F. 1 PLUMBING RISER R DIAGRAMS ( 1 EXIST. ' UNITS #I #2 TO BE \ OCCUPANCY) TO BE \ EXIST. 1� LUMENS/ACRE ALLOWED: 25,000 UNIT #3 q55 S.F. n/A SPLIT INTO UNITS #3A I348 S.F. n/A I LAWN I COMBINED \6 LAWN LOT AREA (ACRES): O.72 W I I BUSINESS OCCUPANCY) (BUSINESS) #35 (MERCANTILE) \cv UNIT #3A n/A g55 S.F. n/A 660 S.F. MAX LUMENS ALLOWED: 15,045 UNIT #3B w 4,y r _ FIXTURE LUMENS TOTAL n/A O S.F. n/A 561 S.F. (PER SITE PER QTY. O S.F. O S.F. q02 S.F. PLAN NOTE) FIXTURE LUMENS UNIT #4 q02 S.F. Q I � /�� 30.5 34.8 EL.=24.6 \ - - - UNIT #5 O S.F. O S.F. 884 S.F. 852 S.F. rn E E G 4 52g 5 22,645 r•- E bg3 Ib 11,088 TOTAL 2600 S.F. 2600 S.F. 4642 S.F. 4642 S.F. w Fili i Ib 15 14 13 12 II - 10 i O8 OTOTAL LUMENS: 33;133 I - - EL.=20' - - 0 I j O 1 LOT COVERAGE m DESCRIPTION (FOOTPRINT) AREA COVERAGE IW- go LOT II 1w4 EXIST g" 31,440.& S.F. 1! I I ASPHALT Q U TOTAL LOT AREA � ICI PROPOSED CHATO NGES ASPHALT ASPHALT EXIST. GUR(BTMI ) � O EXISTING BUILDING 4066.0 S.F. 15.5`b No PROJECT: `I PARKING LAYOUT PARKING 1 N iy TOTAL AREA OF ALL STRUCTURES 4866.0 S.F. 15.5� " NOFO CENTER I , j RAISE EXIST. SIGN TO HIGf-fER N53°6� +� r ELEVATION $ PROVIDE C �1 MAXIMUM LOT COVERAGE ALLOWED - 30.090 n 1 I � TOP-MOUNTED SIGN L16HTIING UNITS #1 & #2 PER SITE PLAN NOTE - i 0" I ( \ 3q00�3 OFF-STREET PARKING REQUIREMENTS - EXISTING USE REOUIRED SETBACKS - MAIN BUILDING i - 10200 MAIN RD --- -- ---- --- - - - - D / I TYPE OF REQUIRED NUMBER OF FLOOR AREA (S.F.) BY UNIT - TOTAL PARKING REQUIRED EXIST. PROPOSED COMPLIES MATTITUCK, NY 11952 I USE PARKING SPACES (U #I #2 #3 #4 #5 TOTAL SPACES j'�� O REQUIRED �J EXIST. COVER - -- _ - - - - - - --- FRONT YARD #1 VARIABLE I 4g.3' 4g.3' YES LAEXI T. 5 OF 8'Ox12' OFFICE I PER loo S.F.OF OFFICE RECEIVED DRAWING TITLE: O FLOOR AREA� 510 515 2011 84q 134 41gq 48.0 LA N I / DEEP DRYWELL FRONT YARD #2 VARIABLE I 7.q' 7.g' YES / TOTAL REQUIRED(ROUNDED UP): 45 --- - I � SIDE YARD 25.0' I8.0' I8.0' NO OCT 0 5 2(17.2 PROJECT LOCATION & SCOPE / QJO �I OFF-STREET PARKING COMPLIANCE - EXISTING USE SITE PLAN & ZONING DATA w BOTH SIDE YARDS 50.0' 103.4' 103.4' YES Southold Town A I REQUIRED PROVIDED Planning Board m 1 �I � �� TOTAL PARKING SPACES-- - 4g�� -- - - - - - I _ °yJ - 36 PER TOWN OF SOUTHOLD CODE 250-50, STRUCTURES SHALL BE SET BACK EITHER 100' FROM THE TOTAL PARKIN&AREA(S.F) IbAO0 S.F.(4) 16,244 S.F. DEVELOPED PARCELS.MINIMUM OF THE AVERAGE OF THE SETBACKS OF THE ADJACENT I / PAGE: "� \ } 3 _--_- _ - _---__- - - - G-00 :1000 A'O�'3q �\ \ \ OFF-STREET PARKING REQUIREMENTS - PROPOSED USE TYPE OF REQUIRED NUMBER OF FLOOR AREA (S.F.) / CHAIRS BY UNIT TOTAL TOTAL at __ PARKING PARKING ! , USE PARKING SPACES (U SPACES SPACES ' \ #I-2 � #3A 436 F14 #5 TOTAL . REQUIRED PROVIDED \ OFFICE I PER 100 S.F.OF OFFICE - - DATE: 09/28/22 1 OF 9 \ FLOOR AREA(� - 141b 113 � 1644 16.4q 16 � to SUE �JECT \ RETAIL I PER 200 S.F.OFFLOOR AREAS - - 310 64q 1Iq Ig38 4.bq to BEAUTY 1 I/ 2.5 PER SERVICE CHAIR 7 - _ _ _ ls) / PARLOR 1 I7.5/10 ID FRO FE RTY �� , G�Vr��.[ L��'o / I TOTALS(ROUNDED UP): 44/36 tB) 36 / OFF-STREET PARKING COMPLIANCE - PROPOSED USE t i -,vo SITE PLAN HATCH KEY: - REQUIRED PROVIDED �� PROPOSED CHANGE OF USE ill's F o / TOTAL PARKING SPACES 44�)/36�) 36"N TOTAL PARKING AREA(S.F) 15,400 S.F.(a) I 16�44 S.F. PROPOSED GRANGE OF USE � PER TOWN OF SOUTHOLD CODE 280-18 I UNDER SEPARATE APPLICATION 2_OFFICE FLOOR AREA EXCLUDES CLOSETS,ENTRY VESTIBULES MECHANICAL AREAS,AND RESTROOM5. SITE PLAN °-WHILE THE NUMBER OF PROPOSED OFF-STREET PARKING IS LESS THAN REQUIRED,THE PROPOSED CHANCES 4 OF USE DEGREASE THE EXTENT OF EXISTING NON-COMPLIANCE. ALSO,SEE FOOTNOTE#5. LOCATION M fi� M y -550 S.F.OF PARKING AREA REQUIRED PER PARKING SPACE,AS PER 280_15.G. SCALE: 1" = 15'-0" 5-TAXI SERVICE TO BE PROVIDED FOR EMPLOYEES OF THE BEAUTY PARLOR(COMBINED UNITS#1-2)BY UNIT TENANT.THIS SERVICE IS ANTICIPATED TO REDUCE THE NEED BY AN EQUIVALENT OF 1.5 PARKIN&SPACES FOR COMBINED UNITS#I-2.THIS RESULTS IN A REDUCTION OF THE TOTAL REQUIRED PARKING SPACES TO 56. SCALE: 1" = 300, NOTES � SFEcf If IGATIONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS ABBREVIATIONS a 0) I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 d BETTER (Fb = b75) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. _ _ 0 IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED - Q TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD IN5UL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER FBI - Q 0 SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 0" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. W Z 8" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION I INT. INTERIOR GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLA55 DOORS, SKYLIGHT5, AND ANY GLAS5 UNIT INSTALLED - _j T-1 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, BLDG. BUILDING I I KIPS (1000 LBS) W T-I 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. Q W APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. 5PEG.s MANUFACTURERS SPECIFICATIONS >; IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH - _ - Z APPLICABLE AS A DERIVED WORK). B.O. BOTTOM OF MAX. MAXIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR MANUFACTURER'S SPECIFICATIONS. _ __ ___ _ O W ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING Z EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, SOT. fBOTTOM MEGH. MEGHANIGAL J S STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE I >- PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, -- ___ _ _J � J 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TTZU55E5, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION GONSTRJGTION CODE. B.O.W. BOTTOM OF WALL l MIN. MINIMUM Y 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING AND AUTHORITIES HAVING JURISDICTION. b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ---- - - - = � (3) Q RULES SPECIFIED IN 1.1 THROUGH I.B. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1988 0 V � CO 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY (L b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, _ _ U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. COLUMN NYC, BG l NEW YORK CITY BUILDING CODE � d' m OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED T• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR IN5PEGTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. Z 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS GONT. CONTINUOUS � O.G. ON CENTER � WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE ____- - SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING b. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL GLA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 - �� - _ Q WITH THE WORK. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OGG. OCCUPANCY GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR H ` jx 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE Z 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION J UNLESS APPROVED BY THE ARCHITECT/ENGINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-c19. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE -- __ �� - - Q 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. 11 DIMENSION :A P. GONG. POURED CONCRETE .J 0�0{ T CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE G-005. GENERALLY,5HEATHING 15 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE > It* Q BEFORE THE START OF FRAMING CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE Z d) (D ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA,AND EGRESS �� --- ---- � Tj 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN REQUIREMENTS. EA. EACH PLYWD. PLYWOOD ,H C) APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: A55EMBLIES USING PREFABRICATED � . WOOD I-JO15T5 SHALL MEET THE PROV1510N5 OF A5TM D5055 -- Z � d' q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE If. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. WINDOWS IN TUS/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION P.T. PRESSURE TREATED Q z � NAILING AS PER FASTENING SCHEDULE ON PAGE 0-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 TEMPERED GLASS. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, EQUIP. � EQUIPMENT REQ'D II REQUIRED LPL J cV CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT,THE GOVERNING BUILDING MODE AND ANY ADDITIONAL II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. LL W A EXTERIOR 5HEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE GLAZED OPENING PROTECTION 54ALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING RI R15ER APPROVED EQUAL. EVALUATION REPORT. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MISSILE TEST OF ASTM EIQ96 AND ASTM F-1556 AS MODIFIED BY 2020 NY5 Br, - - I,- =) � LO AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR T-1 Q A5TM 05456 STANDARD SPECIFICATION FOR EVALUATION OF ANSI/DASMA 115. IF.A-1- FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS _ 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE -- RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &'-O" AND AT EVERY &'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE#II ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN &' SHALL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT S.V. _ � SMART VENT G-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR ��TBD TO BE DETERMINED TIMES. H, THE COMPLETION, T WORK, THE CONTRALTOS SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE ~ RUBBISH, WASTE MATERIALS, TOOLS, ETC.,GLEAN GLA55 AND LEAVE WORK W BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. (FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS THK. THICK = J ANDLIAB ORDINANCES. INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES lb. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FIRE AND SMOKE PROTECTION FEATURES FOUND. FOUNDATION T.O.W. TOP OF WALL U J AND ORDINANCES. GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM I. FIRE-RESISTANCE RATINGS OF BUILDING ELEMENTS, COMPONENTS,OR -- Q 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM G37 SPECIFICATION FOR GYPSUM LATH, OR ASTM C7�1 ASSEMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH TEST PROCEDURES I FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr I TREAD THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. SET FORTH IN ASTM EI14 OR UL 265, AS PER SECTION-705.5 OF THE 2020 NY5 la. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING BUILDING CODE (NYS BC,). FR. 11 FRAME TYP. TYPICAL 11 COMPLETION OF PROJECT. AS PER PAGE 6-003. L"i. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL - --- -- --- --- "' 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF 2. ALL NONCOMBUSTIBLE MATERIALS MUST MEET THE REQUIREMENTS OF SECTION FRPR��IREPROOF U.O.N. UNLE55 OTHERWISE NOTED 0,_,0 �•. ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.b HARDBOARD SIDING. -705.5 OF THE 2020 NYS BG. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VEST. VERTICAL TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: 3. ALL FIRE-RESISTANCE-RATED GLAZING SHALL BE IN ACCORDANCE WITH ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCEEXPENSE ( OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SECTION 703.6 OF THE 2020 NY5 BG. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD l mm w THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, Lad. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL -- IS ATTRIBUTABLE T BODILY INJURY, SICKNESS, DISEASE HE DEATH HE O CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 4. ANY ACCESSIBLE CONGEALED AREAS REQUIRING PROTECTED OPENINGS OR H.D. HOLD DOWN I w/ 1rWITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS - -- ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY OR STENCILING IN THE CONGEALED SPACE PER SECTION'103.'1 OF THE 2020 NYS HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR Br- CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR HANGER ZR ZONING RESOLUTION 1 EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 5. THE FIRE RESISTANCE RATING OF PENETRATIONS AND JOINTS SHALL BE IN _ BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST McMILLIAN L9E MIGROLAM ACCORDANCE WITH SECTIONS 714 715 OF THE 2020 NY5 BG, RESPECTIVELY. HOR. = HORIZONTAL �� PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE G-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND I&. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P51- (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 6. ALL FIRE DOORS SHALL COMPLY WITH TABLE 716.1(2) OF THE 2020 NYS BC. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING,PLACING A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT -1. ALL FIRE WINDOWS SHALL COMPLY WITH TABLE '116.1(3) OF THE 2020 NYS BG. - TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR RAY TABULAR N L.Y S I S APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• ]-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 8. FIRESLOGKING AND DRAFT5TOPPING SHALL BE INSTALLED IN ACCORDANCE AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, WITH SECTION T& OF THE 2020 NYS BC. FIREBLOCKING AND DRAFTSTOPPING 15 AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL REQUIRED IN COMBUSTIBLE CONGEALED SPACES, BETWEEN HORIZONTAL/VERTICAL / / /� 1 GOREF S� I T I �( �0 L IAy� I EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY SPACES, AND WITHIN CEILING d FLOOR ASSEMBLIES EXCEEDING 1,000 S.F. l l F T ) 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE _ NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. Q. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SECTION 9Ob OF THE 2020 NYS BM. EXTINGUISHERS SHALL BE 51ZED a LOCATED CODE PRESCRIPTIVE VALUE $ OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.b.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS IN COMPLIANCE WITH TABLE a06.3(1) FOR ORDINARY HAZARD OCCUPANCY. COMPONENT PROPOSED DESIGN VALUE COMPLIES 20. CONTRACTOR TO REMOVE a RELOCATE AS REQUIRED ALL EXISTING WORK RATTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A114.1 CELLULOSIC, CITATION (PER 2020 NYSECCC) WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM G20& STANDARD SPECIFICATION FOR MEANS OF EGRESS d ACCESSIBILITY IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 1. MEANS OF EGRESS SHALL BE PROVIDED IN FULL COMPLIANCE WITH CHAPTER 10 HOLE SHALL NOT BE CLOSER THAN .2 INCHES TO THE TOP OR BOTTOM EDGES. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S OF THE 2020 NYSC B , AND SHALL BE MAINTAINED IN ACCORDANCE WITH THE NYS VERTICAL FIXED MAX. U-VALUE = 0.55 SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN FIRE CODE. U-VALUE = 0.2a 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. FENE57RATION U-VALUE 8 SHGG = 0.3a MAX SHGG = 0.3b YES 22. PROVIDE FIREBLOMKING AS PER NEW YORK AMCE551BILITY 5TANDARD5. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 2. DESIGN OCCUPANT LOADS USED TO DETERMINE MEANS OF EGRESS SHGG (I PER 0505.5.2 8 TABLE C402.4 - CLIMATE ZONE 4 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS HAVE BEEN DETERMINED PER SECTION 1004 OF THE 2020 NYS BC. _-._ 23. PLEASE NOTE THAT THE5E PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION (I) - AS REQUIRED BY SECTIONS C503.3.2 b 0503.3.3 TO EMPLOY THE USE OF SECTION C402.4.3 IN ESTABLISHING ENERGY CODE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8' TO THE EDGE OF THE STUD. REPORTS. 3. ALL ROOMS OR SPACES CONSIDERED AS AN ASSEMBLY OCCUPANCY SHALL COPYRIGHT PROTECTION ACT OF 1940 (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. HAVE THE OCCUPANT LOAD OF SUCH AREA POSTED NEAR THE MAIN EXIT IN A COMPLIANCE OF NEW FENESTRATIONS, THE TOTAL BUILDING FENESTRATION AREA AND SKYLIGHT AREA ARE LESS THAN 3090 OF THE 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CONSPICUOUS MANNER, AS PER SECTION 1004A OF THE 2020 NYS BC. GR055 WALL AREA AND 3� OF THE ROOF AREA, RESPECTIVELY. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.21. CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, COMPLIANCE STATEMENT: 4. WALKING SURFACES ALONG MEANS OF EGRESS SHALL HAVE ASLIP-RESISTANT I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 0-005 t 0-004. THE FASTENING SCHEDULE 22.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 18.2.1 SQUARE AND SURFACE AND BE SECURELY ATTACHED. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE to STATE BUILDING CODE, 2020 NEW YORK STATE PROPERTY MAINTENANCE SPECIFIES THE REQ'O NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4 d CHAPTER 5 [CE]. f- CODE, AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 5. EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING IN w CODE. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ ACCORDANCE WITH SECTION 102& OF THE 2020 NYS SO. 2 SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS d MANU. SPEC.'S). ASME 6I8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 2 0 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. b. MEANS OF EGRESS DOORS SHALL COMPLY WITH SECTION 1010.1 OF 2020 NY5 U WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BC. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER A550CIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN (AFSPA) AMERIGAN WOOD COUNCIL (AWL). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, T MEANS OF EGRESS DOOR OPERATIONS AND DOOR HARDWARE SHALL BE TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS COMPLIANT WITH SECTION 1010.1.11 OF THE 2020 NYS BG. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 8 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PLUMBING CODE. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 5. ILLUMINATION OF THE MEANS OF EGRESS, NOT TO BE LESS THAN I FOOTGANDLE LU EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND (11 LUX) AT THE WALKING SURFACE,SHALL BE PROVIDED AT ALL TIMES THAT A Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ROOM OR SPACE 15 OCCUPIED, IN ACCORDANCE WITH SECTION 1008 OF THE - - - - MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 2020 NY5 BG. HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY TABLE 1604.5 CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S 4. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED PROJECT: CODE, NFPA '70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. BY THE PREMISES'ELEGT'RICAL SUPPLY, AS PER SECTION 100&.3 OF THE 2020 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CONSTRUCTION CODE. N. NY5 BG. IN THE EVENT OF POWER SUPPLY FAILURE,AN EMERGENCY ELECTRICAL _ GROUND SNOW LOAD 25 LBS U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MILIN BENT PLATE L LONG 22.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SYSTEM SHALL AUTOMATICALLY ILLUMINATE EGRESS AREAS PER 2020 NY5 BG NOFO CENTER W/6" RISE s U.O.N. /a"� BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 5EGTION5 1000.5.1 - 1009.3.4,AND SHALL PROVIDE POWER FOR AT LEAST a0 STRUCTURAL MEMBER ALLOWABLE DEFLECTION BASIC WIND SPEED 150 MPH SET 6" DIST.,U. .N. - ADDITIONAL INFO. IS FOUND ON PAGE G-003. GENERAL WIND PROTECTION CONNECTION NOTES: MINUTES USING STORAGE BATTERIES,UNIT EQUIPMENT, OR AN ON-51TE GENERATOR. UNITS #1 & #2 ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES - -- - - CON5TRUMTION;5STD 10-99 AND 2015 5BC HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 10. EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT ROOF MEMBERS SUPPORTING PLASTER OR STUCCO CEILING L/360 EXPOSURE CATEGORY B CONSTRUCTION MECHANICAL CONNECTIONS: AND ANY ADDITIONAL REQUIREMENTS ASSET FORTH IN THE SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL PER 2020 NY5 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, MANUFACTURER'S CODE EVALUATION REPORTS. BG SECTION 1015. EXIT SIGNS SHALL BE PLACED SUCH THAT NO POINT IN AN EXIT FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. I. ALL MECHANICAL CONNECTIONS SPECIFIED 'SIMPSON" MAY BE CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100 FEET OR THE LISTED ROOF MEMBERS SUPPORTING NON-PLASTER CEILING L/240 SEISMIC DESIGN CATEGORY B SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 227 50REW5: SCREWS SHALL COMPLY WITH ANSI/ASME B 0.6.1 VIEWING DISTANCE OF THE SIGN, WHICHEVER 15 LESS. 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2 THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED WOOD50REW5 (INCH SERIES). ROOF MEMBERS NOT SUPPORTING CEILING L/150 WEATHERING SEVERE 10200 MAIN RD INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL CT BY "SIMPSON" MANUFACTURER. 11. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED PER 2020 BE USED IN ACCORDANCE WITH MANUFAGTURER'5 RECOMMENDATIONS. NY5 BG SECTIONS 1015.5 OR 1015.6,RESPECTIVELY. ILLUMINATION SHALL BE FLOOR MEMBERS L/360 FROST LINE DEPTH 5.-O.. MATTITUCK, NY 11952 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES PLUMBING PROVIDED AT ALL TIMES AND EXIT SIGNS SHALL BE CONNECTED TO AN 3. METAL PLATES, CONNECTORS,SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL INDICATED IN I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) EMERGENCY POWER SYSTEM WHICH PROVIDES CONTINUED ILLUMINATION OF NOT TERMITE MODERATE TO HEAVY LOADING VALUES, C UES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PRODUCT LITERATURE. THERE MAY BE SEVERAL SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS, AS PER 2020 NY5 BC EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH L/360 AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SECTION 1013.6.3. DRAWING TITLE: LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. IGE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 4 ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 12. A SIGN STATING "EXIT" IN VISUAL CHARACTERS, RAISED CHARACTERS,AND EXTERIOR WALLS W/ BRITTLE FINISHES L/240 GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION BRAILLE AND COMPLYING WITH IGG AII"7.1 SHALL BE PROVIDED ADJACENT TO STRUCTURAL DESIGN CHARTS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER AND AT BASE OF VERTICAL WASTE PIPES. EACH DOOR TO AN EXIT PASSAGEWAY AND AT THE EXIT DISCHARGE, AS PER EXTERIOR WALLS W/ FLEXIBLE FINISHES L/120 AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 2020 NYS Br_ SECTION 1015.4. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER ENERGY TABLE 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING FOOT. 13. REQUIRED SIGNAGE OF ALL ACCESSIBLE AND INACCESSIBLE AREAS MUST INTERIOR PARTITIONS W/ PLASTER OR STUCCO FINISH L/360 RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" (LUMBER 15 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED COMPLY WITH SECTION IOOq.9 OF THE 2020 NYS BG. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: INTERIOR PARTITIONS W/ BRITTLE FINISHES L/240 RAFTERS. 'T. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - V15H WASHER.........................................2" ARCHITECT - KITCHEN SINK.......................................2" INTERIOR PARTITIONS W/ FLEXIBLE FINISHES L/120 RECEIVED PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. - LAVATORY...............................................2' - SHOWERING..........................................2" _ FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4E," AND EVERY b. ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM - TOILET........S.......................................... " QC:-- -7. O 5 ZO2Z 16" WITHIN 4' OF EXTERIOR CORNERS. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED - LAUNDRY .................................................2" G-OO2mOO BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. - FLOOR DRAIN..........................................3" STRUCTURAL DESIGN LOADS -_ &. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED Southold Town TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 6. ALL 5Y5TEM5 TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" Planning Board : OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE ELECTRICAL THROUGH ROOF. PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM USE LIVE LOAD DEAD LOAD BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MA50NRY TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE T PROVIDE FROST-PROOF HOSE 5155 WITH EASILY ACCESSIBLE DRAIN E BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS DRAIN COCKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW DATE: 09/28/22 2 OF 9 ENERGY CONSERVATION CONSTRUCTION CODE. FOUNDATIONS. ANCHOR FIRST FLOOR AREAS AND AT SPACING NOT EXCEEDING 4' ON CENTER. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON PROTECTION. OTHER FLOOR AREAS 100 psf I5 psf GYPSUM WALL BOARD COMPLETION OF WORK. GUARDRAILS AND HANDRAILS 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 50 plf / 200 Ibs IS psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT WITH BACK FLOW PROTECTION. (LIVE = LINEAR /POINT) 3. SMOKE/C B ARON MONOXIDE DETECTORS, IN CONFORMANCE WITH NFPA 72 COMPOUND METHOD. SHALL BE VERIFIED. WHEN NOT PRESENT PROVIDE HARD WIRED DETECTORS w/ cf. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH . Ift,,•y 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING,UNL)=55 BATTERY BACK-UP IN COMPLIANCE w/2020 NYS 80 415 d LOCAL GORE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ASGE -10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) ��,� D c OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR �O ~ ' DEEMED APPLICABLE. A lT TO CONGEALMENT OF PLUMBING. I �� T 0 3. 5/5", ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON CEILINS AND WALLS (' fir' (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. -Z .. it O IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL NOR ANY POTENTIAL DAMAGE THEREOF. _ CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. ,pn V' i`��.Bi,7� .`c.! 4. FIN15H JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BE �-Q� 037tt13 �O TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS aF NE TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-005. AC,�ESS 1 BLE FLUMB I NO ELEMENTS i$ FAQ L I TI ES DETAILS (PER I GG A I I-7. 1 GHAFTERS 5 1$ 6) I,�I /� I /° �I FASTENING 5GHEDULE A Q 0 BATHROOM Y`4ALL BLOI�<1 I ` O NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p Z CD *UNITS OF MEASUREMENT OF THE DIMENSIONS PROVIDED ARE INCHES (TOP MEASUREMENT) AND MILLIMETERS (BOTTOM MEASUREMENT)* (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, W CM AND ROUGH OPENING FRAMING REQUIREMENTS) J r-I ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W '� Other fixtures not allowed 35 max (SCHEDULE AS PER AWC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q W >_ within this area r.> 35 may 915 Z 41070 2a lr vn 24 rnin FASTENER SPEC. FASTENER F_ -�- --- 610 = 12 MIN 12 MIN DESCRIPTION Q to 610 AND QUANTITY SPACING J Z 24 min -- J I-- J -- ` I 3 36" MAX TOILET PAPER ROOF GE I L I NG FRAMING H U YO E Q I 9 12 min a n Seat height 7r `n 305 E Q, E N t'- Q 0 Q 17-19 m v SeG:ont;093 r Cc �/�l/1l/� z RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER a' Lo ix 430-485 Z X Z X - Z m I a x CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST Q 60 min f() (A V) (A GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE G-003 EACH LAP FIG 604 1070 m Z W FIG.604.3 . .4 w - ':: ;,,:...,� ,.; , WATER CLOSET SEAT HEIGHT (a)Protruding Dispenser Below Grab Bar (b)Protruding Dispenser Above Grab Bar GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) CI-I6d COMMON EACH LAP Q ..J SIZE OF CLEARANCE FOR WATER CLOSET (c)Recessed Dispenser 42" MIN-J -j 00 12" MAX COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE > 'T C) WATER CLOSET PLACEMENT TOILET PAPER DISPENSER PLACEMENT (FIG. (504.7) Z 0 (D REINFORCED AREAS FOR INSTALLATION OF BLOCKING � TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END Y t-1 C) GRAB BARS AT WATER CLOSETS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Z >; 36 min l� 39-41 915 12 min d' Z N 24 min 41 ,00 120eter 54 min m 610 ,^ 990-1040 305 � WALL FRAMING �' W � 12 max 1310 1/ r _ LO vi 305 1 V�-2 2 max 38 42 min TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON PER FOOT 0 Q 1065 32-51 51 J Q < E o I TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE Section 094\ $ rn o STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. �L - 12 min NA I L I NO/STRAFF I NO @ Jul I NDOW/DOOR HEADER W (a)Circular (b) (c) 38 HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES Noncircular NOTATION: U A - NUMBER OF 8d NAILS® EA. END OF STRAPPING(2 1 018 WFGM,TABLE 5 ,P. 0cf) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD W FIG.609.2 FIG.609.3 B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2019, WFGM,TABLE 3.23B,P. 2q1) FIG.604.5.1 FIG.604.5.2 BOTTOM PLATE TO FLOOR JOIST, BAND J015T, H SIZE OF GRAB BARS G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 323G,P. 2q2; 2-I6d COMMON I� PER FOOT V SIDE WALL GRAB BAR FOR WATER CLOSET REAR WALL GRAB BAR FOR WATER CLOSET SPACING OF GRAB BARS _ _ ALTERNATE AS PER TABLE 3.23D,P. 2113) ENDJOIST, or BLOCKING (FACE-NAIL) = J D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE 0 J GRAB BARS SPECIFICATIONS (2018 WFGM,TABLE 3.-I,P. 184) GRAB BARS PLACEMENT AD FLOOR FRAMING a E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 3.22F,P. 288) G F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) ® EA. 51DE - - i5 min (DOES NOT APPLY TO DOORS) (200 WFGM,TABLE 3.8, P. 191) J015T TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-5d COMMON PER JOIST 380 8 min a 5 max 205 205 r----------- I BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END I ------------ F FASTENING SCHEDULE B I c BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END C, ROUGH OPENING FRAMING REGUIREMENTS FOR WINDOW/DOOR OPENIN65 ' (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) BLOCKING TO SILL or 1 o i I 3-I6d COMMON EACH BLOCK i m Y t I 9 min i ___J 230 I I A TOP PLATE (TOE-NAIL) L ________ ___ '� -- NOTATION LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST E . ROUGH A B G D E F G m OPNG JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST 25 max 6 max 17-25 $ inn 635 150 430-635 3 m ,2n 2'-O" 2 1 I I I I BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST (a) (b) FIG.606.3 (b)Elevation etevailon vas Elevation Plan 4'-0" 4 1 2 2 2 2 BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT HEIGHT OF LAVATORIES AND SINKS FIG.602.5DRINKING FOUNTAIN SPOUT LOCATION FIG.306.3KNEE CLEARANCE FIG.306.2TOE CLEARANCE " - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-0" 5 1 5 3 3 5 (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) ROOF SHEATHING LAV R ATOY/SINK PLACEMENT DRINKING FOUNTAIN PLACEMENT KNEE TOE CLEARANCES 8'-0° 7 2 3 4 4 4 F _ _. -- STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD PERIMETER EDGE ZONE s ad COMMON 6" EDGE /6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W ad COMMON 4" O.G. UP TO "I" RAKE OVERHANG GE I L I NC SHEATHING GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD WALL SHEATHING STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD Z - w FLOOR SHEATHING (SUBFLOOR) 2 0 STRUCTURAL PANELS: I" or LE55: 8d COMMON 6" EDGE / 12" FIELD � GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD ' - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR Z ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER FOOT. g - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH N 0 FO CENTER 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. UNITS #1 & #2 RECEIVED OCT 0 5 2022 10200 MAIN RD MATTITUCK, NY 11952 Southold Town Planning Board DRAWING TITLE: STRAPPING, & NAILING DETAILS FASTENING SCHEDULE PAGE: G-003nOO DATE: 09/28/22 3 OF 9 ��+ �•���� yam. lop 1 � 131.75' tuF - _. PROPERTY LINE STORM WATER DRAINAGE CALCULATIONS 0- U _(REAR_P_ARKING LOT_ONLY)_ _ _ _ 8" THICK fi��I NI=Oi�GED G01�lGRET� a tt — p) PARKING RUNOFF NOTE: SURFACE COVERAGE TYPE AREA RUNOFF PEAK RUNOFF SS W Z O HAY BALES AND/OR ADJUST SLOPE OF NEW ASPHALT COEFFICIENT (cFs) J �Ni EXIST.ASPHALT REAR PARKING 284q S F. OO 0.12 � SILT FENCING, AS PER �_\ ' ' SURFACES 8 SURROUNDING AREAS _O (AREA OF DISTURBANCE) .a n C W � DETAILS (TYP.) NEW 8�x12 DEEP o AS REG.'D TO ENSURE RUNOFF I - REMAINING AREA OF EXIST.ASPHALT ORASS SHOULDER AREA (TYP.) 24 DIAMETER AST IRON Q / DRYWELL TO REPLACE 8264 S.F. 0.40 0.54 W >_ REMOVED DRYWELL OR DEFINED NED SURI-AGE COVER1 FROM ALL ASPHALT SURFACES m REAR PARKING(1JNDI5TURBED) INLET O RATE l$ ERAME I � � Z FLOW5 TO NEAREST DRY WELL. O TOTAL PEAK RUNOFF OF ALL SURFACE TYPES(GFS): 0.46 F- �_ / cn CI Z TOTAL sTORASE REQUIRED(Cu.FT)�+ 1653 O Z EFFECTIVE DEPTH OF bill STORM WATER DRYWELLS REQUIRED(FT) 3a.1 Y \ \ / / I / EFFECTIVE DEPTH OF V0,DRYWELL5(EXIST. d PROP)PROVIDED(Ill 40 m O O \ EXIST. 8' xl2' _ \ DEEP DR WELL I // -CALCULATIONS HAVE BEEN PERFORMED FOLLOWING THE RATIONAL METHOD IN WHICH Q = CIA WHERE: _ a �\ TO BE MOVED / C = RATIONAL RU0 PEAK RUNOFFNOFF COEFFICIENT - \ STOGKPI E -- - S I = RAINFALL INTENSITY(IN/HP)AREA(ACRES) I ( I I Z I l \ AREA / -RAINFALL IINTENSITY HAS BEEN ASSUMED AS 2 IN/HR O i - \\ I (600 5. ) / a-TOTAL STORAGE REQUIRED HAS BEEN CALCULATED ASSUMING A TOTAL RAINFALL OF 2 INCHES,A5 PER —I I I ( ( ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ADJUST 5UR AGE I H / � �� ; J , � / TOWN OF SOUTHOLD STORMWATER MANASEMENT CODE SECTION 236--1(A). EXIST. &'4>xl2' \ I (1 SLOPE TO DIRECT - / *-DESISN ENSURES STORAGE CAPACITY REQUIRED TO CONTAIN RUNOFF FROM ENTIRE REAR PARKINS LOT I-- Z 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ W DEEP DRYWELL I �•�• \ \ / RUNOFF TO NEW DRY / / HAS BEEN PROVIDED,RESARDLE55 OF WHETHER THI5 AREA INCLUDES EXISTING PARKINS SURFACES THAT I I ( I I Q \ / WILL NOT BE DISTURBED BY PROPOSED CONSTRUCTION.THI5 APPROACH 15 INTENDED TO BE HOLISTIC,AS TO BE REMOVED ` \ _- WELL LOCATION �,/' / THE RUNOFF FROM THI5 AREA MUST REALISTICALLY BE CAPTURED BY ALL DRY WELLS(EXISTING d ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 00 PROPOSED)WITHIN THE REAR PARKING LOT. >ly TEMPORARY / ju -I I 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ( I I Z 0') (0 J Ti O �-I CONSTRUCTION ENTRANCE� /� �-� \ ♦ \ �•i / IL ❑ ❑ ❑ ❑ El El ❑ ❑ ❑ ❑ _ Y � � O AS PER DETAIL 4/G-004 v' / ( I ( I I i- Z >; I NEW 5'(Pxl2' ' LIMITS OF PROP. DISTURBANCE OCTOBER 06,2021 Q Z Vol - ` \ TO EXIST. ASPHALT SURFACE I I N DEEP DRYWELL , ❑ / _ TO REPLACE I ��_ �� , I --— W co ------ _ __ _ EXIST. COVER TEST HOLE DATA - _ REMOVED / 1 j j I / \ % OF 8'�x10' MGDONALD OEOSERVIGESLO DL i' \ / \ / z DEEP DRYWELL POB 1258 Z RYWEL -% % \ I / CONCRETE \ / SOUTHOLD, NY I IQ71J ri L, -� I O Q r-I O ❑ l v 1 I I WASHOUT (631) 765-3677 (v PRE AST GONG. '-1 r' _ / I AREA / / MGDGEO�GMAIL.GOM GROUND LEACH I NO R I NO. SEE \ , \ l30o s.F.) // cy \ �� w EL=20.6' WATER GLGUL?�TIONS ON W OL DARK BROWN LOAM a- � ---�_ ---_�o•o' � l.o, — SITE PLAN FOR REQ'D � f i EFFECTIVE DEPTH SM 51LE3RYOSAND 2'-O" DIAMETER AS 2'-O" H c' 27 0— I MIN. PER SITE PLAN MIN. _ �I / L.=IB' 1 1 Ili EL.=16' I 1 l GLEAN SAND O RAVEL FILL 5 1 III �•� ,_..-"' ` , ,{, L =14' I III 0 - I 111 O r' \ EXIST. I STORY HAY BALES AND/OR SILT I STORM NATER DRYhIELL DETAIL III MASONRY BUILDING I FENCING, AS PER G-004.00 - \ W/ SLAB DETAILS (TYP) SCALE: 1/2 I -O \ EL 12' �I III 11 ` •, F.F. EL.=20.Q' 0 / PALE BROWN UNITS #4 4 #5 I 5P FINE SAND (BUSINESS l l / OCCUPANCY �\ (, /j1 i �`� \•\ CHANGING TO 1LJ EXIST. 8'�xb' \ \ MERCANTILE DEEP DRYWELL( 11 j �� ��. OCCUPANCY) I-I/2" THK. ASPHALT TOP COURSE 50' MIN. j BUT SUFFICIENT TO KEEP 2-1/2" THK. ASFHALT - - L.=lo' BINDER COURSE EXIST. UNDISTURBED SEDIMENT ON SITE ASPHALT SURFACE HAY BALES $/OR SILT FENCING 1 � I8.0' � v �" 4- � 1 EXIST. I STORY WOOD EXIST. I STORY WOOD FRAME BUILDING / FRAME BUILDING � ///// 4" THK. COMPACTED I F.F. EL.=20.Q' ' WATER IN STONE AGGREGATE I 1 GARAGE L. 0.1' // PALE BROWN SUBBASE COURSE < UNIT #3 (BUSINESS n/ / / FINE SAND UNITS #I, #2 TO BE OCCUPANCY) TO BE 1Y // /' ASPHALT RESTORATION DETAIL A/,. A/ V Lu SPLIT INTO UNITS #3A / / / T COMBINED X W Q z I (BUSINESS OCCUPANCY) (BUSINESS) #3B I �` 240 / / / 5-004.0 SCALE: 1" = I'-O" tll W � (MERCANTILE) V COMMENTS: GROUNDWATER Z (L IU .;� ENCOUNTERED I8.O' BELOW Q GRADE O Q Lu IL LU 3K O L.=20' — I / I I — ti.l I1 CONSTRUCTION ENTRANCE FOUNDATION OF COMPACTED 4" o j I p Q oh, STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. FILL 1 w �- TO 18 (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE I Q --- --- � I � PROJECT: NOFO CENTER I � o Vi,�O I '1 I m r• 4" VERTICAL FACE tv m 111 TEMPORARY CONSTRUCTION ENTRANCE DETAIL UNITS #1 & #2 I � ��DD I NO DETAIL 1 1� C-004.00 0-004.00 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" II i r 10200 MAIN RD I I -\- ,� MATTITUCK, NY 11952 1 1 EXIST. COVER DRAWING TITLE: 1 / OF 8'�x12' I � / DEEP DRYWELL EROSION CONTROL PLAN SITE PLAN DETAILS \ wI RECEIVED i O C T 4 5 2022 Town PAGE: Planning Board 18' MAX. G. TO 0. G-004m00 ,�yJ A \ LLM OQ ii ,1 x� FLOW '���i EMBED FILTER GLO _F GRADE M= �,������ ,S PLACED ON CONTOUR DATE: 09/28/22 4 OF 9 MIN. 6" INTO GROUND 4, \ NOTE: aF V \ MAXIMUM DRAINAGE AREA F�0 ��,0� G - ARS: STEELPICKETS OR 2"x2" STAKES 1.5' TO 2' IN EROUND. \ 1/2 ACRE / 100 LINEAR FEET / DRIVE STAKES FLUSH WITH TOP OF HAYBALES. �4tE:0 A SILT FENCE DETAILS � ANCHOR I NO DETAIL/STRAN BALE DIKE DETAIL w Y� ,�� 1 I G-004.00 SCALE: I/4" = r-o° 0-004.00 „ _ ¢ � \ � I SCALE: I/4 I O EROSION CONTROL SITE PLAN SCALE: 1" = 15'-0" d O 171) Q U PARTIAL HEIGHT WOOD 0 F— O _ EXISTING TO BE DEMOLISHED I ,EXIST 1 1rnI II LJJ Z O FRAME (L.G. 5TL. WHEN R EST- LJJ (V APPLICABLE) EXIST. j1 I OOMEXISTING TO REMAIN EXIST. EXIST. REAR EXIT TA NEW FOUNDATION WALL STORAGE CLOSET ENTR LL WLI L }-NEW WOOD FRAME (L.G. VESTIBULE REMOVE t -1 5TL. WHEN APPLICABLE) �i�� �`� EXIST. TOILET Z MIN. (2) 2"x4" STRUCTURAL ��i' �� s SINK Z NEW I-HR FIRE RATED ® _ _ _---J L- --------- POST FOR 4" WALLS J 2 �- J WOOD FRAME (L.G. 5TL. � F ---- -- - - -- � � ---------- - ---T ----- � _ H J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL I ` I POST FOR 6" WALLS), U.O.N. I I DEMOLISH I I E- Y NEW 2-HR FIRE RATED I I EXIST. INTERIOR 1 I `�� / DEMOLISH � � O O ��j WALLS,DOORS 1 1 �` EXIST. INTERIOR O O O WOOD FRAME (L.G. 5TL. l� d PARTITIONS 1 I ` WALLS, DOORS a Lo I= WHEN APPLICABLE) d PARTITIONS Z �' m EXIST. ZZT_TJJJJlllllrZ� EXIST. EXIST. OFFICE II II HALL WORK = O 11 � � SPACE Z u_ V \ Q J EXIST. BOXED-IN I I L�J J 00 �i STRUCTURAL COL. I I Z R* C) TO REMAIN (TYP.) I EXIST. BOXED IN EXIST. __— _—____—______ J I WORK STRUCTURAL COL. J r TO REMAIN (TYP) V O HALL SPACE NO WORK TO BE DONE I �dTlj1� 0 SCOPE OF WORK DOES I � NOT AFFECT THESE UNITS J CV Lu 1 i I ✓I EXIST. EXIST. IIIrrz- zzzZ-ZTJ WORK I OFFICE rl J O II II �{ SPACE EXIST. WORK SPACE W 1Iljll I LL ---� I V W EXIST. BOXED-IN �-- STRUCTURAL COL. = J TO REMAIN (TYP) I V J �111 Q IIZZZI-,7 J1111I111� - EXIST. BOXED-IN STRUCTURAL COL. I I I/1 TO REMAIN (TYP) ✓ ,e'� 'A O EXIST. 11 WORK I SPACE \ EXIST. I 1 EXIST. OPEN WORK I I /� Il SPACE AREA I I EXIST. I/I II � HALL II J ' II 11 II II ---------------- LL_ ZZ_ZI- DEMOLISH EXIST. INTERIOR I ENTRY i WALL5,DOORS VESTIBULE 3 PARTITIONS i REMOVE EXIST. I EXIST. WINDOWS 8 I I __s EXIT PORTION OF WALL I I L — I COPY AS REQV FOR I I CENTER NEW WINDOWS I 1 EXIST. EXIST. EXIT 1 I EXIT I MEGH MEGH = _=I--- — -- --FN Fj ROOM ROOM --- DIRECTION OF EXIST. DOOR SWIN6-\ TO BE FLIPPED ice/ COMMON EXIST. EXIST. HALL UNFIPROPOSEDPROPOSE DEMOLITION FLAN - FIRST FLOOR (UNITS #1 1 #21 4 #5) N AREAS BASEMENT z w w 4,642 S.F. O ROSS AREA (ENTIRE FIRST FLOOR) SCALE: I/4" = I'-O" 0 U 1i1 F- Q 0 O , PROJECT: NOFO CENTER UNITS #1 & #2 NO WORK TO BE DONE SCOPE OF WORK DOES NOT AFFECT THESE UNITS 10200 MAIN RD MATTITUCK, NY 11952 DRAWING TITLE: EXISTING FLOOR PLAN DEMOLITION PLAN O NO WORK TO BE DONE SCOPE OF WORK DOES PAGE: NOT AFFECT THESE UNITS OUT 0 5 2022 AA Southold Town Planning Board DATE: 09/28/22 5 OF 9 .Rf D A�. <NA A A O �i 03740'5 �QQ- EX 15T I NO FOUNDATION PLAN (UNITS #I / #21 #5) 21600 S.F. OROSS AREA (ENTIRE FOUNDATION LEVEL) 5GALE: 1/4" = 1'-0" GENERAL S�'1�50L EY : Q PARTIAL HEIGHT HOOD EXISTING TO BE DEMOLISHED W Z O FRAME (L.O. STL. WHEN EXISTING TO REMAIN APPLICABLE) J Tq �--�---J NEW FOUNDATION WALL Q W NEW HOOD FRAME (L.G. W >: STL. WHEN APPLICABLE) cr Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V C) Z N HOOD FRAME (L.G. STL. El POST FOR 4 WALLS 2 11.— J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F— LO � POST FOR b" WALLS), U.O.N. W O O NEW 2-HR FIRE RATED O O WOOD FRAME (L.G. STL. 0- LA Ix WHEN APPLIGABLE) Z � m O Z � Q W J J 00 Z W Y r-I O Z >: 4 Q Z vi u- WC4 r- Ln W m � U W ~ U � = J U J m Q NO WORK TO BE DONE SCOPE OF WORK DOES NOT AFFECT THESE UNITS EXIST. SLAB ON GRADE NO WORK TO BE DONE SCOPE OF WORK DOES NOT AFFECT THESE UNITS Z w 0 U ai H Q NO HORK TO BE DONE PROJECT: SCOPE OF WORK DOES NOT AFFECT THESE UNITS NOFO CENTER UNITS #1 & #2 10200 MAIN RD MATTITUCK, NY 11952 DRAWING TITLE: EXISTING FLOOR PLANS PAGE: RECEIVED OCT C 5 2022 A-:102m00 Sou thold Town \ � Planning Board DATE: 09/28/22 6 OF 9 RED AR chr :a Q � 'ref �h•C, � k EX I ST I NO EOUNDAT I ON PLAN (UNITS #4 #5) EX I ST I NO FIRST FLOOR PLAN (UNITS #4 #5) 'A 2,600 S.F. OROSS AREA (ENTIRE FOUNDATION LEVEL) SCALE: 1/4" = I'-V 4,642 S.E. GROSS AREA (ENTIRE FIRST FLOOR) SCALE: 1/4" = 1'-0" fi 03744�-t0 NEW CANOPY ABOVE EXIST. REAR-__ `i I 5 5 E N E R A L M Y : ENTRANCE d STEP 1 0) II Q V EXISTING TO BE DEMOLISHED PARTIAL HEIGHT WOOD N FRAME (L.O. STL. WHEN APPLICABLE) O O W i EX15TINO TO REMAIN EXIT 12 J W rl NEW WOOD FRAME (L.O. NEW FOUNDATION WALL ® = Q W >: 5TL. WHEN APPLICABLE) O NEW UNISEX W Z NEW I-HR FIRE RATED A.D.A.COMPLIANT MIN. (2) 2"x4" STRUCTURAL O I BATHROOM � Cl) Z WOOD FRAME (L.O. STL. Ell POST FOR 4 WALLS O 3Qxba (41 S.F) 4 J J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 0 POST FOR 6" WALLS), U.O.N. 0 Q NEW 2-HR FIRE RATED O lo'-4y2" O O O WOOD FRAME (L.O. STL. < DRYER EXHAUST 0- LA it WHEN APPLICABLE) DUCT IN CEILING ■ _ d m ® O Z O 0 10 5 2 O NEW I- O STORAGE Z W O (137 S.F) Q J 00 ryZ0) CD@fl:3 r l 'I q NO WORK TO BE DONE Z >: 4 I 0 SCOPE OF WORK DOES Q Z r"I NEW SALON AREA 77 q NOT AFFECT THESE UNITS J N (7 SERVICE CHAIRS) a V' W CD LA x T (5b4 S.F.) '7 . 4'-2" l I` Ln n 71 e-I J O s - `L``J NEW I Q Ee / _ TRIMMED-� v • W WORK OPENING I / `td TABLE O ' ' FRAME-IN TRIMMMED V 3 OPENING w/2-HR W FIRE RATED WALL = J SM/GO WORK 2 () J TABLE I / NEW WAX i Q NEW ROOM #1 HALL (4q S.F) \ WORK q 2$xb$ q TABLE WORK TABLE O NEW WAX r ROOM #2 ' DRY (4cl S.F) NAIL TABLE FRONT RECEPTION TABLE 2 V.I.F. ORIENTATION OF EXIST. R.R. p CONTACT ARCHITECT PRIOR TO INSTALLATION r' OF NEW HDR. IF FOUND TO DIFFER NEW BREAK EXIT ROOM (-12 5.F.) IDNEW(2) I.'I5"xq. " EXIST. EXIST. S.P. 2.0_LVL_H R 0 - EXIT EXIT IO'-4y2 MEGH MEGH Fa -----�-_ ROOM ROOM 8 NEW STOREFRONT WINDOWS w/DOUBLE PANE &LASS AS PER ENERGY TABLE 6 (MAX. U-VALUE=0.38, MAX SH60=0.36) EXIST. FLIP DOOR SWING EXIST. HALL COMMON UNFINISHED OF EXIST. DOOR AREAS BASEMENT z z uw w FROFOSED FIRST FLOOR PLAN (UNITS #1 -2, #5A, � #5E3) 2 0 = 41642 S.F. CROSS AREA (ENTIRE FIRST FLOOR) SCALE: 1/4" 1'-0" � W Q 0 0 FLOOR PLAN NOTES PROJECT: ODOOR NOTE: WINDOW NOTE: I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. ALL NEW WINDOW5 6 DOORS SHALL BE ANDERSEN N 0 FO CENTER PLANS BY 'JELD-WEN' (OR EQUAL). 400 SERIES CASEMENT,DOUBLEHUN6,OR 6LIDIN6 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FORPLANS BY UNITS #1 & #2 4.INSTALL AS PER MANU SPEG.'s 3.DOOR TYPE E MATSELERCUT(OR EQUAL). SUBSTITUTIONS,SEE NOTE #q IN 'GLASS WINDOWS AND DOORS" ON PAGE 6-002 IF CASEMENT 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS WINDOWS - ALL WNDWS SHALL HAVE NO WORK TO BE DONE 6.PROVIDE (2) 2"x8" HDR.,U.O.N. 2STRAIGHT ARM HIN&E NGE WHEN .IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING ELEMENTS TILT WASH SCOPE OF WORK DOES AROUND DOORS (TYP. FOR ALL) U.O.N. 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. 10200 MAIN RD NOT AFFECT THESE UNITS 4.5EE PAGE 6-005 FOR FRAMING ELEMENTS AROUND O2-HR. FIRE RATED INTERIOR WALL CONSTRUCTION: V.I.F. EXIST. CONSTRUCTION CONFORMS TO UL DESIGN NO. WINDOWS (TYP. FOR ALL) U.O.N. MATTITUCK, NY 11952 U305 IN CONFORMANCE w/UL 263 STANDARDS,OR PROVIDE NEW. SPECIFICALLY: EGRESS NOTE: - PROVIDE (2) �" DENS &LASS FIRE RATED SHEATHING ON IN COMPLIANCE WITH NEW YORK STATE BUILDING BOTH SIDES OF WALL. WHEN WALL CONTAINS OPENING, CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF DRAWING TITLE: FIRE-RATED CONSTRUCTION SHALL INCLUDE HEADER, EGRESS SHALL BE FOLLOWED: PROPOSED FLOOR PLANS WALL-SPACE ABOVE OPENING, # POSTS. NET CLEAR OPENINO........... 5.1 S.F. SMOKE DETECTOR / GO DETECTOR NOTES: NET CLEAR HEIGHT............... 24" MINIMUM OI. ROOMS/SPACES w/ SM/CO DETECTOR INDICATED ON NET CLEAR WIDTH................. 20" MINIMUM PLAN SHALL BE CHECKED IF EXIST. HARD WIRED O DETECTOR EXISTS. EXIST. STRUCTURAL COLUMN (TYP) 0 2.IF NONE - CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION NEW LAUNDRY AREA: NO WORK TO BE DONE DETECTOR HARD WIRED TO EACH OTHER w/BATTERY IO I. NEW WASH /DRY HOOK UP SCOPE OF WORK DOES RECEIVED BACKUP: 2.COORDINATE LAUNO. ROOM d DOOR DIM.'s PAGE: r- -- ---___ 3.INSTALL ALL AS PER MANU. SPEG.'s w/SIZE OF EQUIP. NOT AFFECT THESE UNITS 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 3.PROVIDE HOOK UPS AS REQ'S PER MANU. OCT 05 2022 IN COMPLIANCE WITH 2O20 NY5 BG ql5 a LOCAL CODE. MR ---- NEW EXHAUST FAN SHALL BE INSTALLED WHERE DRYER EXHAUST NOTE: A-103m00 i SOuth0ld TOWn O4 VENTILATION 15 NOT MET BY MEANS OF NATURAL I. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY ' Planning Board CIRCULATION THROUGH WINDOWS OR DOORS TO OPENINGS ' OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 3.DUCT SIZE AS PER MANU. 403.3.1.1; INSTALL AS PER MANU. SPECS 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN DATE: 09/28/22 7 OF 9 O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PO 405 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO OACCESSIBLE ENTRAGE EXCEED 5 FEET AND SHALL BE LISTED AND LABELED I. ACCESSIBLE DOORWAY AS PER IGG AII'1.1,CHAPTER 4. IN ACCORDANCE WITH UL 2158A. 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HEIGHT. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D .METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS D l'k PORTABLE FIRE EXTINGUISHER: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST O I. PROVIDE (I) PORTABLE 2A:I05:G FIRE EXTINGUISHER DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 4ij(,�` �0`1� !� ' (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN SCREWS COMPLIANCE w/2020 NYS BG q06. -!. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER �- 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS LOCATION TO THE WALL OR ROOF TERMINATION. THE < , LOCATION THAT 15 READILY ACCESSIBLE AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 Q AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL FEET FOR EACH 45' BEND AND 5 FEET FOR EACH q0" NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NtTs :l - 3. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED NOT INCLUDE THE TRANSITION DUCT. 'A Q' HANGERS d BRACKETS OR WITHIN CABINET USED TO -q g37A AGGESSIBLE PLUMBING ELEMENTG� HOUSE PORTABLE FIRE EXTINGUISHERS. CABINETS SHALL NOT BE LOOKED. II ALL NEW AGGESSIBLE PLUMBING ELEMENTS d FACILITIES TO COMPLY WITH 2O01 IGG AI17.1 CHAPTER5 3 d 6. SEE PROPOSED FOUNDATION PLAN (COMMON AREAS � UNIT #5A) 4. LOCATE BOTTOM OF EXTINGUISHER LEAST 4 ABOVE FLOOR AND TOP OF EXTINGUISHER No MORE THAN 5' AL50 STANDARD DETAILS ON PAGE 6-003. ABOVE FLOOR. FOR EXTINGUISHERS WITH GROSS TURNING SPACE: WEIGHT EXCEEDING 40 LBS,LOCATE SO THAT TOP OF 12 60"0 (MINA TURNING SPACE IN COMPLIANCE w/ IGG All-1.I, SCALE: I/4" = 1'-O" EXTINC-U15HER 15 NO MORE THAN 3'-6" ABOVE FLOOR. SECTION 504. OE I ERAL 5'%'r��50L KE� : CL U a � PARTIAL HEIGHT WOOD EXISTING To BE DEMOLISHED W Z_ O FRAME (L.G. 5TL. WHEN OO EXISTING TO REMAIN APPLICABLE) J vi �---�---�{ NEW FOUNDATION WALL Q NEW WOOD FRAME (L.G. F-�--� � W >_ 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V WOOD FRAME (L.G. 5TL. © POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J POST FOR 6" WALLS), U.O.N. 0) O NEW 2-HR FIRE RATED O C) 0 WOOD FRAME (L.G. 5TL. a Ln ix WHEN APPLICABLE) Z m O H � Z a W J J 00 Z vq rq J VA O z >- 4 Q Z X-1 U. W (D 11- LD T-iO _ O A2,E32,02iD2,E2 MEANS OF EGRESS TABLE I I � I FUNCTION FIRST EGRESS ROUTE SECOND EGRESS ROUTE (2) ...` I --i W ROOM OCCUPANT MAX. MAX. TRAVEL _ 0- O ~ U ROOM OF SPACE SIZE LOAD FACTOR OCCUPANT DISTANCE �, 2 o O = J (IBC TABLE (S.F.) (S.F./OCCUPANT) LOAD ALLOWED (FT.) (I) MAX. TRAVEL MAX. TRAVEL ® V J TEI O W � 1004.5) � ROUTE DISTANCE (FT.) ROUTE DISTANCE (FT.) ' -- -- -- ` - - - ------ - - O I NEW UNISEX AGGE550RY -- I A.D.A.-GOMPL I ANT �.. NEW STORAGE STORAGE 137 500 1 100 / 200 141 50.0 A2 56.3 Ec� I I BATHROOM AREAS ---- - I o (415.FJ \ O NEW WAX BUSINESS ROOM #1 AREAS (s) 4q 100 1 100 / 200 BI 55.1 B2 5q.5 0 � I 0 O NEW WAX BU51NE53 41 100 I 100 / 200 GI 60.5 G2 66.6 o I I o IL - ROOM #2 - AREAS ® I I ' o O kD NEW BREAK AREAS (5) 12 100 1 100 / 200 DI 63.5 D2 6q.6 I A21 I ® NEW I (X ROOM AREAS a U STORAGE -- -- _ - - - --- �� I E3 (137 S.F.) NEW SALON IL BUSINESS Q � AREA AREAS l3) 664 100 q 100 / 200 El 52.4 E2 25.5 El 0 0 TOTAL: 13 o I D.2 NO WORK TO BE DONE - THE FIRST AND SECOND NUMBERS ARE THE MAXIMUM TRAVEL DISTANCES WHEN ONLY (1) EXIT AND MORE THAN (1) EXIT 15 PROVIDED, RESPECTIVELY. AS PER 2020 NY5 Br, SCOPE OF WORK DOES NEW SALON AREA I I AO NOT AFFECT THESE UNITS TABLES 1006.2.1 $ 1011.2. 2 - WHILE ONLY (1) EXIT 15 REQUIRED PER 2020 IBC 1006.3.3, (2) EXITS ARE PROVIDED AND CONSIDERED. (! SERVICE CHAIRS) I I Lo O s AREA HAS BEEN ANALYZED AS A "CONCENTRATED" BUSINESS USE AREA, AS ADVISED PER 2020 IBC 1004.8 FOR BUSINESS USE AREAS WHERE A HIGHER DENSITY OF (664 S.F.) OCCUPANTS THAN WOULD NORMALLY BE EXPECTED IN A TYPICAL BUSINESS OCCUPANCY ENVIRONMENT 15 ANTICIPATED. SPECIFICALLY, THE Or LOAD FACTOR HAS BEEN DEGREASED FROM 150 TO 100 S.F. / OCCUPANT. I I1, 2, I ® - 1 COMPLIANCE STATEMENT: �1��2= I TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYS BC USING r .4 CHAPTER 3 4 CHAPTER 10 WOS� 1 GI,G2, All CALCULATED EGRESS CAPACITY BI, DIP2 E31/B2 4 MAX. REO'D (150 1005.3) MINIMUM EGRESS SIZE DESIGNED -- - COMPONENT DESIGNATION OCCUPANT EGRESS GAP. EGRESS GAP. GAP. PER PROVIDED COMPLIES? D I TABLE FACTOR (IN.) I� I- LOAD (I N./OCCUPANT) REO'D (IN.) CODE (IN) I 1 NEW wa,x W NEW ROOM #1 A - DOOR I 0.2 - - -- ---- _-- --- -- 1L1 I -- --- HALL (49 S.F.) O 0.2 52 00- 52 YES I I" U WORK I Og - - [L _ --- -- TABLE O B - DOOR 1 0.2 0.2 32 32 YES I 01 I O - I v - - - - - i I GIiG2� G - DOOR O I 0.2 0.252 32 YES ' u.i WORK � 0 11-I I TABLE D - DOOR 0.2 0.2 32 32 YES PROJECT: Lu i NEW WAX E - DOOR 13 O� - 0.2 2.6 ( 32 36 YES ROOM #2 DRY ,�� (4q S.F.) NAIL r NOFO CENTER F - DOOR 13 0.2 2.6 32 42 YES TABLE I UNITS #1 & #2 FRONT RECEPTION ' EGRESS d EMERGENCY DEVICE NOTES: ` TABLE 10200 MAIN RD I. REFER TO "FIRE d SMOKE PROTECTION FEATURES" AND "MEANS OF 156RESS 4 ACCESSIBILITY" NOTES ON MATTITUCK, NY 11952 PAGE 6 002 FOR GREATER DETAIL. NEW BREAK ROOM 2. IN THE EVENT OF POWER SUPPLY FAILURE, AN (72 S.F.) EMEROENGY ELECTRICAL SYSTEM SHALL DRAWING TITLE: AUTOMATICALLY ILLUMINATE MECHANICAL ROOMS AS PER 2020 NYS BG SEGTIONS I008.5, AND SHALL 0 E IT EXIT DI,D2� PROPOSED EGRESS FLOOR PLAN PROVIDE POWER FOR AT LEAST 90 MINUTES U5ING STORAGE BATTERIES,UNIT EQUIPMENT, OR AN ON-SITE GENERATOR. I O 5. ALL DOORS SHOWN ALONG INDICATED EXIT ACCESS ROUTES, EXCLUDING MECHANICAL ROOM DOORS, SHALL BE EQUIPPED WITH PANIC HARDWARE IN COMPLIANCE WITH NYS BG I0I0.I.10. I/ I/GI/DI/ I R E C I V E D 4. FIRE ALARM d DETECTION SYSTEMS(INCLUDING OCT 0 5 2022 PAGE: AUDIBLE 3 VISIBLE ALARMS) ARE NOT REQUIRED FOR THE PROPOSED UNITS, T NONE OF THE CONDITIONS 9 A-104" 000 Southold Town Planning Board STATED BY NY5 Br_ 90"i. . 5. NEW EXIT SIGNS ARE NOT REQUIRED FOR ROOMS OR i�ROi�05I7 FIRST FLOORO RSS PLAN (COMB I NOD UNITS #1 -#2/ UNIT #� AREAS WHICH ONLY REQUIRE ONE EXIT,AS PER NYS BC 1015.1 EXCEPTION #I. THI5 INCLUDES ALL ROOMS AND AREAS PRESENTED IN THI5 SCOPE OF WORK. ALL EXIT SIGNS SHOWN ARE EXISTING. 4/642 S.F. O ROSS AREA (ENTIRE FIRST FLOOR) SCALE: 1/4" = 1'-0" DATE: 09/28/22 8 OF 9 'Z y rv.• I..al�4 Q •�a 3 0' U W = N tu- rl Q Lu >: � � Z O � Z J LO rr- a) 0 O 0- LA cr >- d' Im Z O Hix Ix Z a w J J 00 z0) (fl J V-1 �O ¢ Z � U. Lu(0 r � LO � � O Lu cr D U Lu U U J a ; a . NOTE: ALL PLUMBING WORK SHALL CONFORM TO LOCAL PLUMBIN6 CODE PROVIDE "ABESGO FP200 FR. EXPANDING FOAM" (OR EQUAL) O AT ALL PENETRATIONS IN FIRE O RATED WALLS AND O FLOORS/CEILINGS. PRODUCT LEGEND EXIST. 4" FRESH AIR CONFORMS TO ASTM E &14, VENT THROUGH ROOF A5TM E 84, AND UL 14-79 HOT WATER f-------I SUPPLY I I ~ - - COLD HATER NEW UNISEX NEW NEW STORAGE 3� NOTE: NEW UN15EX NEW NEW STORAGE A.D.A-COMPLIANT HALL _ _---- I ALL PLUMBING WORK A.D.A-COMPLIANT HALL PROVIDE "ASESGO FP2OO FR BATHROOM __ _T------ I SHALL CONFORM TO BATHROOM EXPANDING FOAM" OR EQUAL) O r--T- j I I i LOCAL PLUMBING CODE O AT ALL PENETRATIONS IN FIRE j2" ►2" 2"I 12 12" 12" I RATED WALLS AND FLOORS/CEILINGS. PRODUCT I SERV. I I Q4 44 94 Q4 SERV. CONFORMS TO ASTM E V4, ~ I I 1 I 51NK 1 I I Q4 I Q4 I Q4 I Q4 SINK ASTM E 84,AND UL I4-19 W I I ( i I I I EXIST. F.A.I. I I I I u I 1 I 1 TO REMAIN HtL I i I I 4 1 1 1 1 nQ I I I GLEAN OUT �V U =� Ivy Iv V � Iv j t W I AS RFOV = I iry W.G. NI In n1 �cv W.G. ivl IN NEH x 1 1 V 14, I I- 1_ I- �� r2l WASHER �I �I �I HASHERiDOK-uP I I I I - HOOK-U -- I G.O. �CONNECT 4' HOUSE TO MAIN DRAIN TEM G.O. SUPPLY EXIST. DRAIN S S I � 1 SYSTEM 1 4" I z TO SEWER z I SYSTEM 11 g Lu 0 Q Q ? II U TO STREET w WATER MAIN W r X t UJ ..-..-..-A -..3 Li.l F- Q 0 PROJECT: FLUME31NO RISER - DRAIN / NA57E / VEN7 FLUMBINO RISER - SUFFLY N 0 FO CENTER 5GALE: NTS 50ALE: NTS NITS #1 & #2 RECEIVED 10200 MAIN RD OCT 0 5 2022 MATTITUCK, NY 11952 Southold Town Planning Board DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-101000 DATE: 09/28/22 9 OF 9 ¢ AA �. IF NOFO CENTER PLANNING e n, OF O FROJE'—T Sr-OFE; FA6E <E'T': GOIElINA 0,OF(2)EXISTING OE HE RALEiSIN75575 UNITS. C�_001.00 PROJECT LOCATION&SCOP E f5HE55 COCUPATION CLASS FIO TION TO RTHAINTFUNSTION SUEPLAN&WNING DATA 0 5`AGE-0 GHANGE FROM GENERAL OFFICE USE TO NAIL agg,ryeSALON ADDITION OF PLUMBING FIXTURES IN UNITS[4 2. A-101,00 EXISTING FOUNDATION PLAIN R WALL. ci_o5�_OPENINGOPENINGBETWEENBETWEENUNITS 2 6 5 KI TH FIRE--RATED AL PROPOSED DEMOLITION PUN m 0- T C),jEC,7 C)A7A: R F A-102 00 EXISTING FLOW PLAINS PROPOSED FLOOR PLANS A 11P C) 0 .1 A, \ \ =7 < IN u I'll�4 < @ C O (D ift PROJECT-. RECEI NOFO CENTER VED PLANNING 16 2021 102 0 MAIN RD ATTITUCK,NY 11952 :7 f Southold Town NOV OV 16 M T.. 0 I LT I I DRAWING TITLE Plannin Boa PROJECT LOCATION&'COPE SITE PUN&ZONING DATA G-001.00 0 ® LOCATION MAP SITE PLAN 10200 Main Rd. Mattituck , NY LightingLayout Version 2 RECEIVED NOV 16 2021 Southo d Town Planning Board Prepared By: Job Name: Scale:as noted uanr.,a noo�gn oiaaslmsr Damin Sales 10200 Main Rd F - 28Brunswtck Ave nus Mattituck,NY Date:1 111 0/202 1 ug nnnonsu:n prca an anuapalea anearcg�,or unnaae H4�a wdnmmwe t�-sea warsu pa mr. rmlr mn sapp- er u,e�.rns aesen cxamR�e<s sea m«„ra� crovdadovorrtsm me�muaaa r�l rey ty mminsoraeam nerefax aed S P:732,NJ 617 DA M I N SALE — �W� , ry� a rmd mnmda D aa� r ai d algn p.vam tea ma N a mma n x field vnnrM n den .�m n ae� char a an�. P:732-985-888866 Lighting Layout Filename:10200 Main Rd-Mattiiuck-Vern 2.AG1 nlme.i rred yr a°;w ream roa�lmea ram xwara eon=amwwr,i � na„a rh Ilaau,lm ey me row a�: a„n,m s.ras manor•r„mles�m F:732-985-5521 Version - m °d^a.oamoen�n.°cc anmen�,r anpnmo�wwdaernr afar nee urolwng�a r e�nw r an,•a�r mym n rwao-e rw,wln uro eaame orma Nawmgs Gaor°tl and su0m tlad by Domin&I..The l&W,aeagn q:isdxtl.In wM1ole or in COA as adviaerydxumenffi for lnrovrar°nel purpoe°,end ra rmr'en{eMad fmmna[nsaon nor Drawn By: Aaron Boyce °r,�aau�tian aoamen.au�r na�vo. _ � Images taken lm°rGmgle Earfh. Filename:U%usemlaaronCoeDive-Damin SaleslPhefomelnplLayout Infonoation11o200 Main Rd,MattiNckN o200 Mein Rd-Mattkok-Vm 2.AGi TA"naae 31e..(11 x 17r I r i I� I I Prepared By: Job Name: Scale:as noted uehnn°oe:ren ta-1 er Damin Sales 10200 Main Rd 28 Brunswick Avenue Mattituck,NY Date:1111 0120 2 1 Case: the uanurw an.h a.�;aw. �¢r anaekaa mry lsi ia°n t"<-mo+w eansn"Iwwro"a ero s,raa°n�m�.ananr,aarea Preclnl art vanw,°s).:°m pem"r„�rra based upon dwWn perarrss tea' u°n%WPI'edMmhers TtadMapn param wr iatmr�wv p"d ac athvrs nave mr Eesn fiola m°etl by oamin 5elesam th°reiwe DAMIN SALES Edison85BB66 NJ rewusmard-n w°w �a oa4 sal a° onmt�daagw rnalaake. wner°m e°rmadmft® ne s mime»��n wa. P�732-985-8866 Lighting La out Filename:10200 Main Rd-Mattituck-Vets 2.AGI ®waruncliad o<au+eawm�m°�dm M smaae 2d oaMr de eeeBr sens°mpn I k�rn,an�ea u�u raaa cane u°m.w r� o,wsa�Mrmer,.ad�mes weh 9 9 Y ar staled,nor mp�wenh°n appraprlatenass rnmpletmeee°raidbGrvh of ibe Dg�n°ttm°n ima'.+t s5 camp dnl xrkk anraemkabla ra°ulatarvs°de nyutramenmraNthoamralimenl F:732-865-5521 Version 2 Drawn By: Aaron Boce ara"i"q�caama aw ecemmaa er oamws�°s_n"ta°rw"°_a"r°""l�"°°•w"a,°'°°""'"•"'a"'°,y°oa'menm rerimw,nauonm oar�o..s ens l:nnwi�a°a i� rneio°Iw. r y: Y rded'a oontraatim mcwna�n,°°n m=ka°a. _Ima9es taken fiom Google Earth Filename:C:\U-\aaron\OneDriva-Damin Sales\Photometrics\ayout information\10200 Main Rd,Mattituck\10200 Main Rd-Matt'.tuck-Vets2AGI Scaleis based on Tabmm ea°e Saes n1 xiJ) Prepared By: Job Name: Scale:as noted UAht.,oea;an Dlaaarmer Damin Sales 10200 Main Rd Date:11/10/2021 Case: rno uAn,�^^=ir�.wrartYl Fxlmn,mry arg—W SwmWumcuandre�aaan°)ao,aaee br Danli set r e�Rmen®aaawlea mexa alid,eaB:yalem r»r®�,®ram 28 son,NJiek Avenue Mattituek,NY msze w�a w1 a>a�m�+ dmrelmoeo eyq ed ey.nms_rne;n eae�w�meters am MRrmavmlj laea ar omnW na o-�nreu djm c nsawcene u,«xrwe �DAMIN SALES Edison,85-8817 m lu a rmma�e wrn.mw al„a�0— e e reommwds a easAepammaers.namnn 1 mr��d�ammaew � Sa��eajMar.UM'HI. P:732-985-8866 Lighting Layout Filename:10200 Main Rd-Mattituck-Vets 2.AGI "�I��rualod w.ml.Ammaeae,l,,,,-...,mrenll wm er eenlsr nmawmowalmela�a�,a era-Auarcmoeq Ai�.,A oe.;A ssea aema.w.v<,au.a� 9 9 Y um a.��.,e�m.e„pan�rpmaiel.,,e,s aomge z ur cep M'mclre L Pmq oes�v immE as c PI-m1n anr�xcoacael .b lew�r��aa mamrenenes wnn Ne—,—m 1 Drawn 6 F:732-985-5521 Version2 : Aaron Boyce ams'A'�1ealW eM euOmlttaa dy oamm$eles Tlm uAnlaMi ae:lprmmA,ea mwnaemp�rr.n4„m„ao-y aewnp lo.�mnm�aw�+wmoc�,m lg,,,,mre„oad re,ra„n„ellmr I YIxgxeamssp�m�.aooemn�um aa.kaw. ImaAea IaMon hdn Cvxplo.FaRR Filename:C:1U—e aaronlO-Ddi -Damin SalesVPhotometr.d..y..I Information\1020D Main Rd,MaditDCk\10200 Maln Rd-Mammk-Vers 2.AGI 5Were._...an Tebidd Aaye Slzm(,1:17) Luminaire Schedule Tag Symbol Qty Label Arrangement Lum.Lumens LLF Description Lum.Watts Arr.Watts Total Watts C 3 WPTLED12 D10 PC2 Single 1372 1.000 Wall Mount 13.4 13.4 40.2 D 4 1 slim17fa15adj_3k Single 1761 1.000 Wall Mount 14.2 14.2 56.8 E 16 WFRL499fa120ws-3000k Single 693 1.000 Recessed Mount 8.76 8.76 140.16 F _ 5 ALED26Y Single 3534 1.000 Pole Mount 29.1127 1 29.1127 145.563 G 2 WPLED10Y ARM Single 1208 1.000 Arm Mount-ARMSV24 12.4 12.4 24.8 Calculation Summary Label CaIcT pe Units Avg Max Min Avg/Min Max/Min Description PtSpcl r PtSpcTb Meter Type Object 5 Side_3 Illuminance I Fc 1 2.08 1 12.9 1 0.1 1 20.80 1 129.00 2 2 Normal Site Illuminance Fc 0.28 10.5 0.0 N.A. N.A. Readings Taken At 0'0"AFG 10 10 Horizontal Bottom Parking Illuminance Fe 1.79 12.9 0.0 N.A. N.A. Readings Taken At 0'0"AFG Bottom Parking_1 Illuminance Fe 1.28 9.4 0.0 N.A. N.A. NOTES: Isoline Legend `The light loss factor(LLF)is a product of many variables,only lamp lumen depreciation(LLD) has been applied to the calculated results unless otherwise noted.The LLD is the result(quotient) Illuminance (Fc) of mean lumens(initial lumens per lamp manufacturers'specifications. Co Value *Illumination values shown(in footrandles)are the predicted results for planes of calculation either ■ 0—5 horizontal,vertical or inclined as designated in the calculation summary.Meter orientation is normal 1 to the plane of calculation. . z *The calculated results of this lighting simulation represent an anticlpated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of Damin Sales. *Mounting height determination is job site specific,our lighting simulations assume a mounting height (ic.rlion point of the luminaire symbol)to be taken at tha top of tha symbol for ceiling mounted luminaires it end at the bottom of the symbol for all ,her luminaire mounting configurations. `Damin Sales luminaire and product designs are protected under U.S.and International intellectual property laws. Patents issued or pending apply. Prepared By: Job Name: Scale:N.T.S. ughtlq oasgn o;adsmar Gamin Sales 10200 Main Rd7 Dgs'^I s Date: 102021 Case: ing uanrr,®an,ya;..aAa I,G, yr r„y arm;«v islmalanon(ummre o Pradowor oa;dn.aia�rop,Ma�snr.a,ridoataa Pr,mmr,a sr�nwy,rsmm P�namra cn 28 Brunswick Avenue Mattituck,NY 11/ / o-aam rPan aabn w'RngomP d-rmmaamsyrpum oymcren tucme Para eterg'd�'rwme. pr,-a our au.:ys-,s naYarw c.®n rwa rener:a ey eemnsal av:.d re DAMIN QQ Edison,NJ 08817 rewll:mar,a.yrr-0m uA adv,l wld nasm,gn wsa;ea rewmrria�llvl dgaia.,Pa. l a'd ol[rarlr um a>nam renra:a ro ream nd',Darn;'sa N . SALE P:732-985-8866 Lighting Layout Filename:10200 Main Rd-Mattituck-Ves2.AG) ad elmaum orsaad acre actual mess edlghr tg ga a'erey—s.PI--s--aaeu—ou as rim matte's ow omnln sas. no am r�,a w slated,rvr rapegsgh am appreprimanass rnmp�¢tmeasarsWlaMAFj al tM1a 4ehgM o'"INRM a9 wmPFlPnI wilM1�YaPd�'bia repulalvrYo araqukamerae gamma mcepli'n oft F:732-985-5521 Version arennsa a'aalad aw„.nmmm r»oam;n sa�oa.1'neualums aaga'I.mruee,mwwaw;'l»��' aaaar�'�nrintnm.anor®l Paraoeea rind le'wlnlmaw sr�lram;an nor Drawn By: Aaron Boyce wa7adgooi.bvcua,aawmantalmn faakago: - hn.lacgnrrom Google sari'. Filename:C:1Users�aamnlCmeDdw-Damin Saims PhotometdmkLayout information\10200 Main Rd.Matfituckli 0200 Main Rd-MattbIck-Vera 2.AG scale's Caaea on TaWaa Pees Srsea(t1 x iT1 Luminalre Location Summary LLuminaire Location Summary Lundnalre Location Summary LumNo Label Mounting Height LumNo Label Mounting Height LumNo Label Mounting Height 2- ALED26Y 12 F-30 ALED26Y 12 3 WPTLED12 D10 PC2 9 1 slim17fa15aIlL3k 9 4 WPTLED12 D10 PC2 9 5 WPTLED12 D10 PC2 9 6 s11m17fa15adjjk 9 7 slim I Wal 5adj_3k 9 8 s1im17fa15adjjk 9 9 WFRL4r99fa120ws-3000k 9 10 WFRL4r99fa120ws-3000k 9 11 WFRL4r99fa120ws-3000k 9 12 WFRL499fa120ws-3000k 9 13 WFRL4r99fa120ws-3000k 9 14 WFIRL499fa120ws-3000k 9 15 WFRL4r99fa120ws-3000k 9 16 WFRL4r99fa120ws-3000k 9 17 WFRL499fa120ws-3000k 9 18 WFIRL499fa120ws-3000k 9 19 WFIRL499fa120vits-3000k 9 20 WFIRL499fa120ws-3000k 9 21 INFRL499fa120ws-3000k 9 22 WFRIL499fa120ws-30001k 9 23 WFIRL499fa120ws-3000k 9 24 WFRIL499fa120ws-3000k 9 25 WPLEDIDYARM 16.49 26 ALED26Y 12 27 --ALED26Y 12 28 ALED26Y 12 29 WPLEDIOY ARM 16.49 NOTES: *The light loss factor(LLF)is a product of many variables,only lamp lumen depreciation(LLD) has been applied to the calculated results undeas otherwise noted.The LLD is the result(quotient) of mean lumens!tribal lumens per lamp manufacturere'specifications. *illumination values Shown(in footcandles)are the predicted results for planes of calculation either horizontal,vertical or inclined as designated in the calculation summary.Meter orientation is normal to the plane of calculation. *The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of Damin Sales. *Mounting height determination is job site specific,our fighting simulations assume a mounting height (insertion point of the luminalre symbol)to be taken at the top of the symbol for calling mounted luminaires and at the bottom at the symbol for all other luminams,mounting configurations. *Damin Sales lummains and product designs are protected under U.S.and International intellectual property laws. Patents!awed or pending apply, Prepared By: Job Name: Scale:N.T.S. ughm,I omar Disdnar Damin Sales 10200 Main Rd Irw UwAkV Amagin,�a,E Indll V%aI1 G—m(1iQRiM—9�)�dial by Damin ssiI,,IaIras an ;aaai"Ir d floivr,;Iya 28 Brunswi k Avenue Martfituck,NY Dal 1/10/2021 Case: W—t—aipp&W by d,,W,wralaaes IN i�—P�d,d by mt eeen filld—W by paran sa ZIW—h—=� c ©AMINSALES NJ 08817 Filename:10200 Main Rd-Mtituck-Vera2.AGI 1—te,—neraJ—It—lar—loRing—Is..Damin SalesP:732-985-8866 Lighting layout a arevare,creeleaaw seam amin F:732-985-5521 Version 2 Drawn By: Ashen Boyce I— d—ual. .,aga, images—I ft.Goy.E... Here—C Wa—A—MOn,Dwe-Damin R,1-tPh,mn-uarm\Layoua Infornnationil 0200 Main Rd,Mafthck\l 0200 Main Rd-Mattiturk-Vers 2 AGI Scale hi laaax!oai Tie[a,i Pass Saes(I I,17) SITE LAYOUT NOTES U I THI5 15 AN ARCHITECTS 5ITE PLAN a 15 - IL I— wp SUBJECT TO VERFICATION BY A LICENSED I Q SURVEYOR THE INFORMATION U , OI A.RGHIREIPR�TEGTF�ON THIS SITE PLAIN 1 BE T OF KNo"LEDGES TO THE TEST I.. V �� 2 SURVEY INFORMATION WAS OBTAINED a IW} nl EXIST HOLE FROM A SURVEY DATED DEGEMBER 9,1487 NOFO CENTER PLANNING I LAWN =245' EL=243' � AND PREPARED BY N EL-247' RODERIGK VAN TUYL 90 O I N.Y STATE LAND SURVEYOR J 1 31 24 O 26 25 L16REENPORT,NY /' //``�� /� /�' �/ 4'1 U 0 EL=241' 24 I FFC-]Er Sr OFE: FACE KEY 0 O CL 11�Ir A' SITE PLAN NOTES }I a m 32 -J 1 I - COMBINATION OF (2) EXISTING GENERAL BUSINESSES UNITS G-001.00 PROJECT LOCATION&SCOPE o OFF-STREET PARKING SPOT(TYPi "BUSINESS" OCCUPATION GLA551FIGATION TO REMAIN;FUNCTION =+ d NEW 'OKI2' I / EXIsnNs 10.,PARKING SPOT SITE PLAN&ZONING DATA H 33 p. D1: VRYWELL / OF SPACE TO CHANGE FROM GENERAL OFFICE USE TO NAIL ¢, w Un TO REPLACE I / NEW ASPHALT SURFACE, J REMOVED / O PROVIDE NEW NY STATE DOT TYFE eF TOP C.OUaSE SALON 4 W OASPHALT WON GOMPAGTED 4'STONE AGEREGATE IN A—I Q I co EXISTING FOUNDATION PLAN Z m 0 3a !J♦4_Io, NEW °� -L I ' ARIAS WHEREEXI_PARKINGSURPAGEDIsN BY — ADDITION OF PLUMBING FIXTURES IN UNITS 1 $ 2 lO'MIN. EXCAVATION AGTiVlT1e5 RE6 15=FOR 5EPrlc sYSrBH PROPOSED DEMOLITION PLAN ;J �♦ 'MIN D/N / IrLsrALLAnON SEE ALSOSEPARAreHEALn1DEPARrMENr — CLOSE OPENING BETWEEN UNITS 2 $ 5 WITH FIRE—RATED WALL O \ EXIST APPLICATION ASPHALT I Z j ♦ G / I EL Z N I 1 r♦ 1 1, PARKIN / A-102 00 EXISTING FLOOR PLANS iP FROJEGT DATA. � `pizoJEG'�%_ZOjNIPi6_DATA ..� r _ '- - - - A—�Q�jQQ PROPOSED FLOOR PLANS gO NO CHANGES EL-25 I' ` I !♦ 1 TAX MAP tt r 5- Y PROPOSED TO EX15T 91000-143-3-I W EXIST GONG PARKING LAYOUT tp/ RETAINING / — ZONING DISTRICT HGH STTEEEL REMOVE EX15T / LOT AREA 0-1 ACRES LU CO-DOCUMENTATION OF GUARDRAIL EL=22 T' /�DRYWELL I {�- U / ♦ 22 �,5 NONCONFORMING PREMI5E5 Z-196T8,JULY 24,1985 U J GOPO-ADDITION Z-16511,DEGEMBER I7,1987 Q 21 2 I 0� 5�` EL=22 4' GOFO-AS-BUILT ALTERATION Z-33415,DECEMBER 02,200H 36 EXIST I STORY ;r FEMA FLOOD ZONE X 20 q�MA50WRY BUILDING SLAB — `� ,� ''-S.. ,q: ,�.. ;�2...:.�`'. ...y..._�a:..m..:,. `� w'•.'_F„�_, al SFF EL-251' I .w Y BASEMENT FIRST FLOOR 19 GROSS FLOOR AREA UNITS 04 a 05 I EXIST PROP EXIST PROP (BUSINESS OCCUPANCY 1645 SF 1645 5F 181 SF 540 SF I j'(r♦1 COMMON AREAS(GARAGE/ N CANOPY EXIST ` ��� MERCANTILE n vI MECHANICAL ROOMS,STORAGE) AE REAR IT IB OCCUPANCY) �I Z UNIT#1 O SF O SF 657 5F n/A �I ENTRANCE EXIST < UNIT 02 O 5 F O 5 F 670 5 F n/A I89' GONG 41 B' WALK �1 ---I UNITS xl a x2(COMBINED) n/A o NA 132T SF II-I UNIT#3 955 SF NAA 1348 SF n/A EXIST ISTORY W000 b� I 1 TO Z UNIT"A n/A 9555E n/A B385F I EX T SRY WOOD FRAME BUILDING I FRAME BUILDING I(J UNIT#3B n/A O SF n/A 565 5P F F EL-.1' BASEMENT EL=163' BASEMENT EL-163' UNIT 05(BUSINE55 UNIT 04 O SF O SF 902 S.F 402 SF EXIST UNITS-1,12 TO BE OCCUPANCY)TO BE\ EXIST I LA UNIT#3 O SF O SF B84 SF 852 9F LAWN SPLIT SPLIT INTO UN ITS�A LAWN (EUSINE5PANGY) (EW511,fE55)4 x3B ry I TOTAL 26005E 26005P 46425E 46425E (MERCANTILE) I - I EL=tab' DESCRIPTION(FOOTPRINT) AREA %LOT o Ib 15 14 13 12 it 10 O O O I TOTAL LOT AREA 51,4510 5F COVERAGE EL=245' I EXISTING BUILDING 4,8660 Sr 155% NOV ® � 20�� � TOTAL AREA OF ALL STRUCTURES 46660 5 F 15556 A I s -'MAXIMUM LOT COVERAGE ALLOWED-300% � G I � G EXIST I Southold Town I i ASPH '� _ _ PROJECT' NO CHANGES EXIST cVRBING n RECtU1RErD�5Y6AC'S„;,}♦1AIN PROPOSED TQ EXIST ASPHALT "�' I n � Planning Board NOFO CENTER PARKING LAYOUT PARKING I I �o�•CBs EL=224' REQUIRED EXIST PROPOSED COMPLIES RAISE EXIST 5IGNTOHIGHER PLANNING I ELEVATION a PROVIDE I SIGN Ytb FRONT YARD ttl VARIABLE' 493' 493' YES TOP-MOUNTED LIGHTING I PER SITE PLAN NOTE ,� _ FRONT YARD x2 VARIABLE' B 2' B-2' YES 1 — /05 s :,., ,',%'.,';OFF;-STREET,P.ARKiNG RCGF4JIREMEN'T .,EXISTING VSE 10200 MAIN RD 51 x ^� - E YARD 250' 183' 189' NO I mr D �!��� rrrn op" avIRED d'P PLOoR nxEA fSPYeY it � MATTITUCK,NY 11952 pAR�CING"SPACES �'� ISpAGES BIOTH SIDE YARDS 500' 104.2' 1042' YES "fN,; a.rz t �'#k� „PS.,4 -'max'�REQUIRERi -PER TOWN K Y OR A1MI GODS 38 THE STAUGNRLa S BE SET BACK EITHER IOO'FROM THE LX I O O O O -�olPlGe AUK Oy 9T5 2mI 099 Ts{ {Taa 4S o RIGHT-OF-YAY OR A MINIMUM OP THE AVERAGE OF THE SETBACKS OF THE ADJACENT DRAWING TITLE I DEVELOPED PARCELS tOTAL ReaVIµEO INOJIJDeo u+h b 1 � PROJECT LOCATION&SCOPE 1' I SITE PLAN&ZONING DATA EL=219' �� _ -v, ET�anKlN�cr�M�LtwANGE=;EkI6rYIYe ua"ei" 1 �I I yk�+ TOTAL PARKING GPPGeG 4D PA nl i / Ai PARKING AREA rsFJ Ia.eoo GP Iea4a GF ,,,���n',,,,� � sK�O� PAGE � S.a ��'• 4A ®®1- 00 ' {4•4"teN' m 9•°'',:�-.'z _" FLOOR AREP�(5.P3,/,�AIPiS Bf UNIT,- _TOTAL+� 'TOTAL-y 'iy �`� G'., 1",,�A'"�A-inn„ /�` �' ^�• E,OFc"REOIIIREO NUMBER UJP„� PAR1cING� PARKI W -- ,r A; •aB _ ;s ro wx 'REOUfFm' PROVIDED 'PROPERTY RETAIL 1PER��A - - en ew TM IG �\ip` ,fy ..+ ..��F,Y�� y3 ! �° IY'S .�e•q -��b 5 ' dd [•s n/ �5./ ,; I It _ '�' OTAL9 rFaLWEv Wl. {{/•JG a ae �� z��� aw V- `l �{a �:'.a ¢d r1 (�"1 _ N of-yRE L,PAPK{�ecoM�L1AxGE=PRaPosaS s2" r � � � s+/ ® = 1.-` A� SITE PLAN HATCH KEY, ° __ __+' IRED' - µPf•'OVID V �� b✓• c' ® I uY�'�j •��, 1 li _ t If` ® PROPOSED GRANGE OF USE LOCATION MAP TOT, ® PROPOSED CHANGE OF USE _Peµ TOEyp(OLOP�aOunuLD SITE PLAN UNDER SEPARATE APPLICATION A PXCI o s e of s vm Y vEsre 3 BC ANIeu Res ROO P "-wnU.B THe wrmeR oP PRGfbeID arP.em tr Awar�s Is Less TwW R[a1�iNe FROPOo cw.uoe`+ SCALE NT5 ♦ , wa oECRI:AGe rHe E�neNr of PxnnNG roNcaNFLIANce ALSO alE=PaorxGTE Is F OF PARKING AREA Rr�I11RED P6t PARKINS$PALE,A5 PEA 3E0-THE 0 6 -7 )v SCALE.I"=I5'_O" MaaR�l�TO PROnI�rGR BaPLL+�G aP Tte ee.Rmr PAwaR rco�lr®IMIm•I-y Br uur w g I -FOR wHBIN®IMITSIMITs�I 2ANTO PAIC�TO REP1cE T�4 NEEv BY/N�r11VALQIT M T5 PAFKING 5PAc6 � ^W`R :• , RIS.LTs IN A R®WT10N oP T19:TOTAL RF 11RID pARIe 9Pa To 96 OENERAL 5YME301- KEY a m 0 EXISTING TO BE DEMOLISHED PARTIAL HEIGHT WOOD ~Ol FRAME(L0 Sri WHEN EXI5TING To REMAIN APPLICABLE) ) MODIFIED J r1 �-�, NEW WOOD FRAME(LG NEW FOUNDATON WALL STL WHEN APPLICABLE) W>�COMMON AREA c t N Z 545F) NEW i-HR FIRE RATED MIN(2)2"x4"5TRL'C7VRAL p Z HOOD FRAME(L G STL ® P05T FOR 4°WALLS 0 M J' J WHEN APPLICABLE) (MIN(2)2'xb'STRUCTURAL NEW 2-HR FIRE RATED - POST FOR b°WALLS)U ON io'-qKl• NEH H Y K WDOD FRAME(LS STL. a <�p BATHROOM t WHEN APPLICABLE) (bO 5PJ m i n Q S b J oo >v In _ to STORAGE (141 5F) _ Z>' 9Zei UN IT a30 Ly W f-4 2° n7LLY NEW SALON AREA J(U2 5F) i M 5ERVIOE CHAIRS) MBI CONED Q jj,, UNITS al-2 jt W� i' Ev RETAIL SPACE H (310 5 F) V W U NEW WAX i U J (RO411 O) q'n• NEH HALL Ne R24KAX M (4q 5 F) dEY1 UNIT a'3A OFFICE SPACE 562 SF) N MANAGER OFFICE (1T2 sF) P NEW BREAK ROOM (725F) q iq'3° 14all '3° m EXIST EX15T. lo'-42° !mrh MECH - ROOM ROOM v— UNEINISffI PROPOSED FIRST FLOOR PLAN (UNITS #1-2 (COMBINED), #3A, #1 4 EXIST.HALL GAMMON BASEMENT AREAS SCALE I/4"_1'-O" � IT-T. Q Ex15T.HALL m O O c RECEIVED PROJECT' I F-- - NOFO CENTER 4 NOV 09 2021 PLANNING T 7o OFFICE WORK (70 5 F) I SPADE �- p Southold Town MATT TUCK,NY 11952 EXIST 5TORAGE I — — (365FJ Planning Board — coMMDN DRAWING TITLE, AREAS — — PROPOSED FLOOR PLANS r I _ EXIST. L KITCHEN Y EXIST — UNIT a5A PAGE. SDA EXIST, EXIFIT ExI r Y wq 4 YJ01C' NJ-O-L35OFFICE p f No 5F (3P�5 F (1445FJ �_T g''�2" a•o• Is--y2 � i�"� ni � - "1 I� H PROPOSED FOUNDATION PLAN (UNITS #1-2 (OOMBINED), #3A, $ #55) �� 03 SCALE 1/4" GENERAL 5YM50L KEY WOOD W 1 z _ EXISTING TO BE DEMOLISHE PARTIAL HEIGHT D F-11 FRAME a. = s z O 5TL WHEN O a EXISTING TO REMAIN W APPLICABLE) J O NEW WOOD FRAI+E(L 6 P== NEH FOUNDATION KALL N 5TL KHEN APPLICABLE) < W Z y,.�.� NEW I-HR FIRE RATED MIN(2)2'X4'5TRLCTURAL WOOD FRAME(L G 5TL ® POST FOR 4'KALLS z WHEN APPLICABLE) POST FOR 6°• NEW P WALLS)UON 0 �Q -NR FIRE RATED O O WOOD FRAME(LS 5TL WHEN APPLICABLE) a. to zlam I x o z Uj Q I J J co rl z}Q mz ai Li N LLm 11 (C n O LO MODIFIED ROOM q UJI a F U W F V 0�9 Q NEW UN15EX 49�y ADA-OOMPLIANT h E95TROOM P h O '`e• � p MODIFIED PROPOSED RETAIL 5PACE COMMON SPADE (Tiq SF) OOMMON AREAS UNIT•5 4b. X T HALLWAY P O EX15T.SLAB ON GRADE f O UNIT u4 �^ C PROJECT PROPOSED RETAIL SPACE (8495FJ NOFO CENTER `o. o�7' q EXIST MECH. 10200 MAIN RD O ROOM MATTITUCK,NY 11952 DRAWING TITLE PROPOSED FLOOR PLANS o- RE C E IV E® PAGE- NOV 0 9 2021 SD-2 DATE li/04/21_ 2 OF<2, Southold Town Planning Board OPOSED FOUNDATION PLAN (UNITS #4 & #5) PROP05ED FIRST FLOOR PLAN (UNITS #4 ff #5) e SCALE I/4"=I'-o" SCALE 114",1'-0" h 0yj� �fi - n , >4 ' " - ECEIV ON MAP PQOPezty MALE FIw C J J AT ✓ A \ Gam' T�Jtve`t 0;= 50U-rHO4_r_> ..fs';:F`�gr�� �"? I �y` unp,n�,-�•.raafn:r:.nr,cvosy.,,i, F eau+:ay�s Uv:wn of omr Loa SM 47 th,he tJ�w Yoil.:rqm Coah.nies aY Rhle au '*Imxo �OM embossed,sent he91 n N ar colnetthxmf e�3 to ba a VaNd truo amtrj. Guerantmea tndtawd hoian,i nhe¢Y rv,n ✓ ',�}, mnty to tare parnmn Eor whom.li,m a,+rcry Ia nrmpmtmd grrcw on his bahou tm tha t �,�4r I Mtn 9iPle m+m'p9ny.9mwarn Eel aBmncV Menrl 4 d larn9rn9 YrtmltlkYMYan hetotl h�cn e •''[ km Rrsa aeeM9na os s VO landing ita ra '✓,9"" ,r' Z,tMn cpnrsraniroum uro t.,L, o-.01 ^ a xn�-0ron®I i�rve4ip'udanu mr saxhswquemtl tV 6: amain lkllro 8t9 r' M4P 91 Jto ( 1�Yar af, ks fynzr N ey 4 e im'" Pap z r 111 r"r n ray✓,sr; / �, 1 .r trssas rtt a-r• er .r i vJ., � .CP9 Vol `lr tdw. f. d rch ly t�+ latrm ,M 7 rim Jul - �tr�airs v;ll. , . ., tt�t }! �fL�im#fig _.__. �...,.. iinrr r t"rrs..• GD4DM C4_ AWMV'tL,P.M_ p , k-eon x qNowr z k IF --_-- r�= � � � N 0 FC1 CENTER AS—BUILT a _a o!I ® ©I If if PROJECT SGOFE: FAOE KEY. o N o OHAN5E OF USE OF(2)EXISTING GENERAL 5U51NE55E5 TO RETAIL ---- #m 5PAOE5. I G-00 OO SRE PR LOCATION&SCOPE a RELOOATION OF EXTERIOR BUILDING 516N. PLAN&20NING DATA UI w AR ADDITION OF NEW UNISEX ADA-COMPLIANT RESTROOM AND e -' If ,n, ,. PLUMBING FIXTURES. 0-002 00 GENERAL NOTES a m o OLOSE OPENIN6 BETWEEN NEWLY CONVERTED RETAIL SPACES 'STRUCrURAL DESIGN CHARTS H bl WITH FIRE-RATED WALL c �1� v it � 'orr.srAQr c i ROJEGT 1 tATA: 6-0050 0 !SiRAPPINO,&NAIDNLUMBINO DETAll3EN � i Ip IJ FASTENING SCHEDULE N g p a - PJt0.EGT 12ONN6 BATA' -- ' EXISTING FLOOR PLANS € A-O�.00 PROPOSED DEMOlR10N PLANS I x � A.— vFwr+ wa�asE a05 r cdo r.w t°;eea.i aer I \ I ® ex N ws ro nhwin o a PROPOSED FLOOR PLANS �� ,�,no~ ��s�r o==o�A A-los.00 EIL I II Q \ , r ff PROPOSED EGRESS FLOOR PLAN LPw�ix �� r Ii ca. sr P-O.00 PLUMBING RISER DIAGRAMS I f. f' J Me,ena,of scceEl i w�l, wrr o SF.�� SF eDs s�. s> F se sF I f J 1 R�Ks asF, sT. F. F 3 IN j O u¢RASE= , rI »r, AsaZ IO O O ® C O O 0 6 ilp ' �I � iraAReP selewrs-w,wsmLDIHs �� L ;PROJECT: NOFO CENTER AS-BUILT 10200 MAIN RD (D � ATTTNCN NY 11952 OPAW NOWLE, y t I PROJECTLOCATION&SCOPE ;SRE PLAN&ZONING DATA an P V t east 4f SUBJECT " — - �. i t �DATE:07/2U2v 5ITE PLAN LOCATION MAP x+mmonr.».r. scnLE.�b,�s4 GENERAL SYM50L KEY: 2� Dow o IF7, f 41, W `PROJECT. NOW CENTER AS-BUILT 10200 MAIN RD PROPOMIDDEMOU71014 PUNS �P V ll=D R,C-- - A-102.00 Harnmim Boarl FOUNDATION DEMOLITION FLAN(UNIT5#4 4 #5) FIR5T FLOOR.DEMOLITION PLAN(UN175#4 4 #5) 2,4110 5F.5R055 AREA(ENTIRE FOUNDATION LEVEL) 4,342 ELF,51RO55 AREA(ENTIRE FIR5T FLOOR) GENERAL SYMBOL KEY U -� _.._.1115 tOx�B4YISFeP F O _A ® r�iow rr+As 'aqqi o rwi.w+tte� 0 ��p� FLCOR PLAN NOi£5 Q I.INarN.L NyI Ntet (D[wu® rwm� ucau nia wnxaxsa � � x��xrs�mb�•vKw�.M � xws.'ur Z�� s esninueioa wit ee vtnt®x � ei�a ,uuror,mar sxe.our a.cvs� s Y s Vuune rcw,n®ure ute.eanraawsiwi. W . x rarscmriaereo crt as%M®Mv'xi vmw l . r.ut rtn ww ava.s enata+sPrt® �' Ww o ref I ,a 1 ` r f r r` O w j1 Yf JjjJ l PROJECT: NOFQ CENTER t f J AS-BUILT 10200 MAIN RD MATiITUCN,NY 11952 DRAWING ikll 3PROPOSEDT 'PAW. s,JO"mc'r�wi =i A-103 00 P: r.:ra Bard , PROPOSED FOUNDATION PLAN(UNITS#4 4 #5) PROPOSED FIRST FLOOR PLAN(UNITS#4 B #5) 2,410 S.F.SRO55 AREA(ENTIRE FOUNDATION LEVEL) �'A�'F'��4`"� 4,542 55-OR055 AREA(ENTIRE FIRST FLOOR) F -------- R NOEO CENTER UNITS I & a i or ©� o , _ ri 1 © �l f! FROJEGT 5GOFE. FAO= KEY: o �.n OF 5PAGE N OF(2)EXISTING 6ENERAL BUSINESSES UNITS- (�,-001.00 PROECT LOCATION&SCOPE o j Q II OMBINATI ame+s-tea c 'BUSINESS"OCOUPATION CLASSIFICATION TO REMAIN;FUNCTION SITE'PLa N&ZONING DATA TO CHANGE FROM 6ENERAL OFFIOE USE TO NAIL ra SALON. a wm -ADDITION OF PLUMBING FIXTURES IN UNITS 18 2. ''.A-10 00 EXLsnrvc FGUNDAnoNPUN -CLOSE OPENING BETWEEN UNITS 2 a S WITH FIRE-RATED WALL. -PROPOSED DEMOLITION PUN Y :I PROJECT DATA: a�S I a ax + � 't I A-0-2 00 EXISTING FLOOR PLANS LL w I Z Ik .#LTI RNiINB[aMA' -A-10=J00 PROPOSED FLOOR PLANS Rr�A�W pIXpIX I ex sr.cote r :• No a9 3-I � �fF �r sF F IF M �a sr ��; <�osF E•= oos i'a_ I .�� REOUIRC•D-AEI9AGK�-M4W 9NlDINS ..•" I E ¢�p�G � nzv ti9' rzenv sc �_ # E D I I 1 I 'PROJECT, rosr. wv nir Faaxr vnao IM. a NOFOCENTER UNITS I&2 3 I / b P'lannigg Board J , �I o> mo;.,�^us""'"•n^o.mn,,,.*ruc cw„e xn'cczw„s.w�*nra" _... 1 10200 MAIN RD Q MATfINCK,NY 11952 © O DRANRNG flS'L€. pPs li STPR E'PUN&ZONING DAAPE I 51 G-001.00 r , y �FROPERTY t IDnre o&11GJ2i 1 oF4 N T" ",rxr aver of „e,.a, LOCATION MAP 5ITE FLAN w.. 1 I. r GENERAL 5rMB0L KEY: x."FOR-`.bw,wis— ! 1-_ = - .. s x t ' �vcoo FRh�e ham �T s, t<> - -<<_-� s.. � � :.�� �� -� taa.awi.x'.hetsl MiR(L a'xb'smucv+,u " �" �� C YO xBi Ric Five Reim roar FCR 6'vwi�,Uo.N m { ' M1 ro1a+nar5.w...a.FJ � ✓� §Y..� .t fi;- 'C�� 4 p A' ------ - } --- } < > a km - ------------ y _ 4� PROPOSED DEMOLITION PLAN—FIRST FLOOR(UNITS#1 #2 8 4 35 �� � 4505 S.F.6RO55 AREA(ENTIRE FIRST FLOOR) $ - '� 2 NEW X,` .PRGJECT. -- 4 � a* �� ' NOW CENTER ,� � � � �•� �§ �4� �� z '� � � ��2 ��� 1 UNITS 1&2 MATT TUCK,NY 11952 4 oRA)WING TITL€40 l"ISTi Q FLOOR PLAN MWLRION PLAN C 4 Pace § _� of A 10100 § , a 2 oFa--. KZ EXI5TINO FOUNDATION PLAN{UNITS 4L#2, B #5) 2,490 S.F.5R055 AREA(ENTIRE FOUNDATION LEVEL) GENERAL SYMBOL <F-*T: V==zI r .01 g 2,1 A5 -w�g: MINE �x m g, IN -,ME 11 g -g R �g -0 1- W-10M W 4 x* Ell -g- _g xg 2 MO ", ORIN M ME R`- A 111mol i NZ5 N -g�N� g IN-K ------------ gg 7., -- �s M /All Ell Milli, Mll Old Mg.- A;M PROJECT,, NOFO CENTER ME UNITS i& m 10200 MAIN RD MAT nTUCK,NY11952 DRAWINGITTLE: EXISTING FLOOR PLANS R_ct!VED PAGE: A-102.00 ----------- W ---oG/-1:111=3.1=11 E:TV: P annong Boar-� EXIBTINC,FOUNDATION PLAN(UNIT5#4 4 #5) EXISTING FIR5T FLOOR PLAN(UNIT5#4 ff #5) 2,490 S.F.rROSS,AREA(ENTIRE FOUNDATION LEVEL) 4,505 S.F.6P,055 AREA(ENTIRE FIRST FLOOR) OENERAL SYMBOL KEY 00 am z I[ 050 r. 0 X I-S z t, LIL lo L I PROJECr. fNn g NCIFO CENTER g UNITS I&2 'W� 10200 MAIN RD MATnTUCK,NY 11952 DRAIMNGTITLF- -D �R E C V EE i -' PROPOSED FLOOR PLANS FROF05ED FIRST FLOOR FLAN(UNITS#1,#.2,4 #5) 4505 5.r.6R055 AREA(ENTIRE FIRST FLOOR) a r ng Boaro A-103.00 i D 08/16/21 1 4 OF4