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HomeMy WebLinkAboutTR-6981 James F. King,President SO Town Hall Jill M. Doherty,Vice-President ,`O l0 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen A Bob Ghosio, Jr. Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND'POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1st day of construction '/2 constructed Project complete, compliance inspection. s „• BOARD OF SOUTHOLD TOWN TRUSTEES _. SOUTHOLD,NEW YORK ` o PERMIT NO. 6981 DATE: OCTOBER 15, 2008 , ;.�•QI ISSUED TO: STEIN FAMILY RESIDENCE TRUST • , II vA � ► / t� PROPERTY ADDRESS: 2535 CEDAR LANE, EAST MARION >>; � y r 4;.rr SCTM#37-4-10 „2 i AUTHORIZATION ,ram Pursuant to the provisions of Chapter 275 and/or Chapter I I I of the Town Code of the Town of f, Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on , October 15,2008 in consideration of application fee in the sum of$250.00 paid by Stein FamilyResidence Trus ¢= 1 and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: t � r z Wetland Permit to construct a one-story addition to the existing single-family , 1 dwelling, new front porch and a half-story addition with utility (1) toilet (1) sink to existing one-story garage, with the condition gutters and drywelis are installed to contai �•1.1�, the roof run-off and in accordance with Chapter 236-Stormwater Management of the Tow Code and the drainage pipe is removed from the bulkhead and as depicted on the,.. g P P � p� rr; �111/ site plan prepared by Nemschick Silverman Architects P.C. last dated August 28, 2008 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, �. a and these presents to be subscribed by a majority of the said Board as of this date. 3 1,1 •� ,,III � � •l, � `•}. pi -• G � ll QQill s y�� a0 James F. King Absent) 4 F j 1AiF n+3+�'�"iF "Iffor �rnfi 1 �rrlr ,1•NO! ,., r�i 1 1�>! �� � 111N �. I (i'�! ,.. ._ 0�,���II �1 ! i, .� ..e S.Dr� Qrrr�1•�.F � � TERMS AND CONDITIONS The Permittee, Stein Family Residence Trust property located at 2535 Cedar Lane East Marion,NY, as part of the consideration for the issuance of the Permit dos understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exc usion of the Board of Trustees of the Town of Southold. . 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circurnstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the origina ing application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigati n,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents t at may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. i James F.King, President QF S0(/r�o Town Hall Jill M. Doherty,Vice-President ,`O �� 53095 Route 25 P.O.Box 1179 Peggy A.Dickerson Southold, New York 11971-0959 Dave Bergen G Q Bob Ghosio,Jr. Telephone(631) 765-1892 COU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 15, 2008 Ray Nemschick, R.A. 735 Deerfoot Path Cutchogue, NY 11935 RE: STEIN FAMILY RESIDENCE TRUST 2535 CEDAR LANE, EAST MARION SCTM#37-4-10 Dear Mr. Nemschick: The Board of Town Trustees took the following action during its regular meeting held on Wed., October 15, 2008 regarding the above matter: WHEREAS, Ray Nemschick, R.A. on behalf of STEIN FAMILY RESIDENCE TRUST applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance, application dated April 30, 2008, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policies 5, 5.2 and 6.3 of the Local Waterfront Revitalization Program to the greatest extent practical through the imposition of the following Best Management Practice requirements: the installation of gutters and drywells to contain roof run-off in accordance with Chapter 236-Stormwater Management of the Town Code, and the removal of the drainage pipe from the bulkhead, and, 2 WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 15, 2008, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, and, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirements imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of STEIN FAMILY RESIDENCE TRUST to construct a one-story addition to the existing single-family dwelling, new front porch and a half-story addition with utility (1) toilet (1) sink to existing one-story garage, with the condition gutters and drywells are installed to contain the roof run-off and in accordance with Chapter 236-Stormwater Management of the Tow Code, and the drainage pipe is removed from the bulkhead, and as depicted on the site plan prepared by Nemschick Silverman Architects P.C. last dated August 28, 2008. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, toard Doherty, Vice-P sident of Trustees JMD:Ims James F.King, President ��0� so yo Town Hall Jill M.Doherty,Vice-President ,`O l0 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen Bob Ghosio,Jr. �l �� Telephone(631) 765-1892 Fax(631)765-6641 �100UNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD r TO: � 'r�tYl �C�.1111 lif ITS I`�flC'Q`llti(S r . Please be advised that your application dated qtw 10� has been reviewed by this Board at the regular meeting f 1()1IS7a� and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) '/2 Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ SU• QU BY: James F. King, President Board of Trustees _ 1 i OR AmmomW Sit • 10/09/2008r10 ' 01 r I kNff 4 Evauji- ir 97 J� Y i 1E 1114 i N � 10/09/200 � 10 � 01 e-" � a !TM r yM c. j asuFFoc�r James F.King,President P.O.Box 1179 Jill A Doherty,Vice-President Gy Southold,NY 11971 Peggy A.Dickerson ti Telephone(631)765-1892 Dave Bergen ,. Rom, Fax(631)765-6641 Bob Ghosio,Jr. - �ipl � ,goo Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: —d b STEIN FAMILY RESIDENCE TRUST requests a Wetland Permit to construct a one-story addition to the existing single-family dwelling, new front porch and a half-story addition with utility (1) toilet (1) sink to existing one-story garage. Located: 2535 Cedar Lane, East Marion. SCTM#37-4-10 Type area to be impacted: _ altwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland P�artAf Town Code proposed work falls under: _&'16hapt.275 Chapt. 111 other Type of Application: r/Wetland _Coastal Erosion _Amendment Administrative_Emergency Pre-Submission Violation Info needed: Modifications: Conditions: Present Were: L_J.Kin VJ.Dohert P.Dickerson r D. Bergen_ B.Ghosio g — Y— g — , D. Dzenkowski Mark Terry other Form filled out in the field by Mailed/Faxed to: Date: Environmental Technician Review- I Q�g�EEQ4c� Donald Wilder,Chairman ti Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 !� Southold,NY 11971 ?J Q Telephone(631)765-1892 Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., May 14, 2008, the following recommendation was made: Moved by Jack McGreevy, seconded by Don Wilder, it was RESOLVED to SUPPORT the Wetland Permit application of STEIN FAMILY RESIDENCE TRUST to construct a one-story addition to the existing single-family dwelling, new front porch and a half-story addition with utility (1) toilet, (1) sink to existing one-story garage. Located: 2535 Cedar Lane, East Marion. SCTM#37-4-10 Inspected by: Jack McGreevy The CAC Supports the application with the Condition of a 10' non-turf buffer, gutters and drywells are installed to contain roof run-off and the 10" conduit pipe on the garage is addressed. Vote of Council: Ayes: All Motion Carried aYAW 1r , f 11 I - 1 war ... .. -. .. .. _. .. _ . ti1 '`. .�5,\�f y'-�.�,a�J� ark -:. A`t' t `(,•i��' ',.� Nernschick Silverman Architects 4 y - 1 I YWf1ff■�11���� 7VI�i71I�7��i��J�1�J��•� I��1�1.• • ax 631-734-7347 •0 _ . .. " <t f +I al �lN�4 TAR Y/F{N `ROM DFGK PROJECT TrrLE NSA PRO.ECT•: DRAWN BY: Nemschick Silverman Architects ADDmO1 -..- dARCNREC ,' - _.- .: 2555 CT DAR LAM DRAWNG-NCr 735 Deerfoot Path,Cutchogue,New York 11935 LA/i MARIOA — Phone 631-734-7007 Fax 631-734-7347 L1 http://www-ns-E3rch.4--orn DATE •c�R>rm�..�a .�rR��,L 04/01/08 ;�, L1 ' • `,��� a i"'�_„� �^•��q;'-'r* �:�,����� �• . \\), l� �1 t�� �� .•NMI' \• �1!■ ve >{. I I %ii411UiIIFMWAiiJi/iY0lN1►ioit►i1 i faIN 01/9-/► — w _-_ WL qu Ak pa �� u?ii�Mllrywll�+�itiw. .. IMP, 1 1 PROJECT TrrLE- ... • ♦ i 01 � f 1 wL Nernschick Silverman Architects AWITIO/I 4. ■1I 1�1..11�.��'7Y1�17.I/ ■� ��Y 7�J�...� I��1�1�. PAR %I�►11U1WII WAN W1IIJftA 1!111/ ■TAIW UN _ f ♦ a • ie,r..•. jy,Y...'. . ��. ty ,.• ib dk .w , ' " ;a.�' i ♦' _Try = Vb` 'w... F 1 ` of ow- Nemschick Silverman Architects 1 I rr • i/i1=1W11WA WAli��/l�0l!111A CIAIWf'1!LWAN/1 ++ - -'�^�.Y' -�•_aka" v �r11� y 1 Iabnd'a 2 !� End G00Y A C` r pinT l� �1 country 0 w � X � club Ra �� A- s �(0 C�/ u1 �' ��• d7 �-�� tang tsla�td 2535 Cff?AR LAME E.45T M4RION, W 11939 A. 94 -t Sound O 200 m 60C it- 8 AREA MAP PROJECT TRLE N44 PROJECT•. DRAWN BY. Nemschick Silverman Architects •...n.w.M.,.a�acnrrecruree� ADDI710n [.Alr M.ORIOn 735 Deerfoot Path.Cutchogue,New York 11935 — 1 1/—1 I Phone:631-734-7007 Fax:831-734-7347 v —� - --- DAIE http://www.ns—ekmh.com .a�.ono+oxaaw...owrnrc 4/I/06 "AMnOJILL Ct i x:oo=a v.o , / 4 Or � O ♦ J� is 'a O a e ,/ 4 � 1p \ \ \ !/1 I u�\ I ��— Y btu/ m �`, a�' --m—a '� ♦ • a / Yi9F. / A 1 S �� \\ x if � Im -- � _ •••. aarua / sp/�re l'ma "\9 9 L..... e —�— Izv — — NOnrE COUNTY OF SUFFOLK C e ':" — ^� w— -- Fa°° Red Property Tax Service Agency T E __ O w.a.KF,.F:F... O E 0"s SOUTHOLD secTpn Ro a w•• xx.^ Canty Gnterr IXvwhNd N Y 11901 u u¢a O 7 wm. o.. ..... . 1 can.µ sera. .-1 rn • • FF wrFfl: .P ...*Fn a.,ssw � m P ��'p IOOO PROPERTY v,w R� September 24,2008 tt Board of Trustees Nemschick Silverman Architects P.c. Town Hall Annex Building the business of ARCHITECTURE." 54375 Route 25 P.O. Box 1179 D C Southold NY 11971 Re: Stein Residence SEP 2 5 2008 2535 Cedar Lane SOUthheld Team New York,NY 11939 Board of Trustees NSA Project#07-1335 LETTER OF TRANSMITTAL WE ARE SENDING YOU: ❑Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Other Item# Q Date Description. ..._.._`_ _.__._ .........--...................... 1 3 7/28/08 3 sets of drawings ................................I............__................_.. _..............................__......-..........................................._....._.._._........_..--..._.._.._._.._........._....._......_.............._....._.........._..........................._......--..._..._..........._.....,...........---..._........................................._..._..............--- ---....—.__.....---...._._.._.._._. I ........................_........:........._........................_.._.._......_............_._..........._........._......................................................................_.._..........._._..._.._._.._._................................_............._............_....................................._..----.._............_...........................................__...................._......_._.._...........................__.._..............._._......_...._..._.._......_....... ! : I i I I i ! I ! -.............. -..--—..._.......... i THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ Reviewed ❑ Resubmit—Copies for Approval ❑ For Your Use ❑ No Objection with Revisions Noted ❑ Submit_Copies for Distribution El As Requested ❑ Rejected ElReturn_Corrected Prints ❑ For Review and Comment ❑ Revise and Resubmit ❑ For: Comments: Enclosed please find 3 sets of drawings of the above referenced project for your use. Thank you. Copy to: File From: Samantha Cao Project Manager 4250 VETERANS MEMORIAL HIGHWAY • WEST WING • SUITE 2020 • HOLBROOK, NEW YORK 11741 631 .467.2130 telephone 631 .467.2124 facsimile • http://www. ns-arch .com OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 � o Southold,NY 11971 Main Rd.&Youngs Ave. �O Gy Telephone: 631 765-1938 Southold,NY 11971 < Fax: 631 765-3136 0 C'S Z ao�20 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Jim King, President Town of Southold Board of Trustees . , From: Mark Terry,LWRP Coordinator �, ? Scott A.Hilary,LWRP Coordinator ti OCT1 5 2008 s i. Date: October 6,2008 Southold Town Re: Chapter 268,WATERFRONT CONSISTENCY REVIEW Board of Trustees Wetland Permit for STEIN FAMILY RESIDENCE TRUST SCTM#37-4-10 Ray Nemschick,R.A. on behalf of STEIN FAMILY RESIDENCE TRUST requests a Wetland Permit to construct a one-story addition to the existing single-family dwelling,new front porch and a half-story addition with utility(1)toilet(1) sink to existing one-story garage. Located: 2535 Cedar Lane, East Marion. SCTM#37-4-10 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Policy 6 Protect and restore the quality and function of the Town of Southold ecosystem 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. §275-3 Findings; purpose;jurisdiction; setbacks. C. Jurisdiction: The following areas are subject to protection under Chapter 275 of the Code of Southold. (1) Any freshwater wetland, tidal wetland, beach, bluff, dune,flat, marsh, swamp, wet meadow, bog, or vernal pool; D. Setbacks. 1) The following minimum setbacks apply to any and all operations proposed on residential property within the jurisdiction of the Board of Trustees: (a) Wetland boundary. [1] Residence: 100 feet. The distance from the bulkhead to the proposed actions is less than 100 feet; a minimum setback distance of 100 feet from the wetland boundary(bulkhead)is required pursuant to Chapter 275-3.Findings; purpose; jurisdiction; setbacks. Please require that the applicant amend the application to meet the above policy to the greatest extent practicable. Note: During a site inspection to the above referenced property,it was discovered that storm water is being directly discharged into Spring Pond via an outflow pipe positioned in the bulkhead (see Figures# 1,2 &3).It is our recommendation that all surface waters generated from impervious surfaces be kept on site through infiltration and retention. Please require that the application amend the application to address the storm water drainage system pursuant to 4 275-11. Policy 5 Protect and improve water quality and supply in the Town of Southold. 5.2 Minimize non-point pollution of coastal waters and manage activities causing nonpoint pollution. A. Minimize non point pollution of coastal waters using the following approaches, which are presented in order of priority. 1.Avoid non-point pollution by limiting non-point sources. c.Control and manage stormwater runoff to: •minimize transport of pollutants •restore sites to emulate natural stormwater runoff conditions where degraded stormwater runoff conditions exist §275-11 Construction and operation standards. A. General. The following standards are required for all operations within the jurisdiction of the Trustees: (1) Drainage upgrade.Applicants for a permit for any form of construction may be required to upgrade the site's drainage system such that all surface water generated from impervious surfaces shall be kept onsite through infiltration or retention. Applicants proposing grading or filling operations will be required to submit a drainage plan for the entire site at the discretion of the Trustees. See§275-6A(14)for requirements. 4 _ s FIGURE#1 Drainage and impervious surfaces directing storm water flow seaward. r saw n� ANEWRM _ MOMW � —umm-man Now WJ-3 map" `r■ Mom&IM irw- r FIGURE#2 Storm drain capturing storm water,and directing seaward. Y FIGURE#3 Storm water discharge into Spring Pond. If the agency,Board of Trustees makes a contrary determination of consistency,the agency shall elaborate in writing the basis for its disagreement with their recommendations Pursuant to Chapter 268 Waterfront Consistency Review. §268-5. Review of actions. H. In the event the LWRP Coordinator's recommendation is that the action is inconsistent with the LWRP, and the agency makes a contrary determination of consistency, the agency shall elaborate in writing the basis for its disagreement with the recommendation and state the manner and extent to which the action is consistent with the LWRP policy standards. Pursuant to Chapter 268,the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. James F. Ifing,P esicic'tat � T,��. To win FIa,l.l Jill M. Doheity;Vice-President ent 53095 Route 25 P t7.Bo .l l 7 I'+~f;f,y A,Dickerson Southold,, e'wYork ll.[i71at)9fr�J Davo-Bergen �' 1�.le f,hr�ne�r;31}766,1,992 Bob C:�htasio ,li•. I ]ROARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Lse Only oastal Erosion Permit Application Wetland Poranit Application ��1ldministratirr Perti it t11Cll laTt�llit tta9rl er/Extension Z�c•eivc�l '�pplicatton��a�� �gornplded A.pplicatimi.._gj3 U Csetrxxi}l�it_....._..............._.........._..................................................... Sl QRA.Classification.: pion: 1'ypt~I l ypc 11 U'ttla5tvcl......__..�_._ APR 3 0 2008 ' - �,OU1C(lil�tl(aaC�Clz'itt �seatl� (NCJ( ./C Vtrltl'Consistency tsttuy r essrnestTzsx� .y__..... _............. /C1t;1'.tf�aa<il Suu[ Sauthhold Town y3 _ mate of Inspect ioti �y�® Board of TrUsteeS a dial ofC,AC]"Zepom,__ _..._ ---Lead Agency Octet minatacaat Technical Review: ialic. 11c ring licid a�� J Iesc�lrttic�t: Name of Applicaxat Stein Fami1v Residence Trust Address 2535 Cedar Lane East Marion, NY 11939 Phone Number.( ) 917-538-0155 Sliffolli Cratriity l'rax %Aap NLi:taibcr: 1000 - 37-04-10 E't-taperty..Locatioil 2535 Cedar Lane _ East Marion, NY 11939 (provide LALCO Pol ;:`, distance to cross streets, :and loc<atimi) �.. AG NT: Ray Nemschick, R.A. �.. .__... .... __— —--- _ ................... (If applicable) _._..__.._. 735 Deerfoot Path Cutcho ue NY 11935 G 13liOne, 631-734-7007 � ..:......................._________.._. _._..__.__ _. __._. .__ _µm..._.__..__,__..._.._. � �::L Board of Trustees Application GENEWki,DATA Land ,area(in square feet): 13,174.18 Area zoning: R-40 previous use of property: Residence Intended use of property: Residence Covenants and Restrictions: Yes ✓ No If"Yes",please provide copy. Prior pennits/approvals for site improvements: Agrency Tate ✓ No prior pernnitsiapprova.ls for site improvements, Has any permit/approval ever been revoked or suspended by a governmental agency? ✓ No Yes If yes;provide explanation:_ Project Description (.use; attachments 1 story addition to existing single family house, new front porch and a half story addition with utility (1) toilet, (1) sink to existing 1 story garage. Hoard of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA. Purpose of the proposed operations: Area of wetlands on lot: 0 square feet Percent coverage of lot;0 % Closest distance between nearest existing structure and upland edge of wetlands,38.7 feet Closest distance between nearest proposed stn cture and upland edge of wetlands: 82.6 feet Does the project involve excavation or filling? No ✓ Yes If yes,how much material will be excavated? 28.3 cubic y�rrds flow much material will be: �l.lcci:� 8.5 backfill v,cubic yards Depth of which t aateriat will be removed,or deposited: 3' feet Proposed slope throughout the area of operations:: Manner in which material will be removed or deposited: Machine excavated and retained on site for backfill and landscaping purposes. Statement of the effect,if any,on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): Board of Trustees Application COASTAL EROSION APPLICATION DATA Purposes ofproposed activity: Are wetlands present within 100 feet of the proposed activity? No ✓ Yes Does the project involve excavation orfilling? No ✓ Yes If Yes,how initch material will be excavated?28.3 (cLibic yards) How much material will be filled? 8.5backfill _(cubic yards) Manner in which material will be removed or deposited:____............ Describe the nature and extent of the environmental impacts reasonably anticipated resulting froinimplementation of the project as proposed. (Use attachments if necessary) No adverse impact is anticipated. ................................ James F. King,President �*OF S�UTyO Town Hall Jill M. Doherty,Vice-President ,`O l0 53095 Route 25 P.O.Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen G Bob Ghosio,Jr. '� �� Telephone(631)765-1892 IyCUUNTY,�c� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of _Jttt", 1 1 COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING I, , residing at 4u2ami hAa being duly sworn depose and say: That on the�day ofQ� 620(0, I personally po ted the property known as � ► I by placing the of Tru stees ustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held UJ&�, Ott, j Z oRboe- BI'L Dated: l do r /Agna - M,w.�_ to b f met 's a day )ffiz200 df Notary P is �d PROOF OF MrULING OF NOTICE ATTACH CIJRTIFIED MAIL RECEIPTS Name: Address: Barbara Pagano Regina Gargani PO Box 555 PO Box 48 E. Marion, NY 11939 E. Marion, NY 11939 SCTM# 37-4-9 SCTM# 38-4-20 " Nancy C. Stein Santa Sgarlato 5 Woods Witch Lane 1 Irving Place Chappaqua, NY 10514 Apt P9D SCTM# 37-4-12.1 New York, NY 10003 -SCTM# 38-4-21 Holly Weingart . 1445 E. Gillette Drive STATE OF NEW YOR:K E. Marion, NY 11939 C,CaUi�1" �F OUFFOLK 'SCTM# 38-4-22 re siding at being duly swoni, deposes and says that on the .r, day of Lac ,,�e� ,20 0',deponent mai]ea a true copy of the Notice: sct forth in.'the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons rare the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at e , that said Notices were n�aile d to cacla of said l�crsons by (certified)(registered)mail. Sworn to befo e nxe this I s� Day of 200 A/Notary'Pub-1—ic ---------- FRANK CARDULLO Notary Public,State of New York No.01 CA6141872 Qualified in Suffolk County Term Expires February 27,2010 PROJECT ID NUMBER 617,20 SEAR APPENDIX C STATE ENVIRONMENTAL QUALITY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART I-PROJECT INFORMATION (To be completed byApplicant or Project Sponsor) 1.APPLICANT/$PONSOR 2,PROJECT NAME Nemschick Silverman Architects P.C. Stein Family Residence Trust 3,PROJECT LOCATION: Municipality East Marion COUnty Suffolk 4.PRECISE LOCATION: Street Addess and Road Intersections, Prominent landmarks etc -or orovide mao 2535 Cedar Lane East Marion, NY 11939 The property is located adjacent to and west of Spring Pond. SAS PROPOSED ACTION: El Now FV]Expansion D modification/alteration. 6,DESCRIBE PROJECT BRIEFLY: The project entails addition and alterations to the existing house, a new front porch and a second floor addition with a bathroom (1) toilet and (1) sink to the existing 1 story garage. 7,AMOLIN'r OF LANE) AFFECTED: —initially .302 acres Ultimately .302 acres 8,WILL PRORO&b.ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? 21 Yes M No It no,describe briefly; A variance will be required for front and side yard setbacks. 9.WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply,) Residential El IndustrialElCommercial ElAgriculturd 11 Park,,Forest I Open Space ❑Other (describe) 10, DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal, State or Local) Fv�Yes 0 No If yes, list agency name and permit / approval: Building Permit and ZBA from the Town of Southold 11.DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ElYes R]No If y", list agency name and permit I approval: 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING Pr-130,11T; APPROVAL. REQUIRE MODIFICATION? ..!:]yes WJ No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO TIME BEST OF MY KNOWLEDGE Applicant / Sponsor, me Date: Ila kp, Signature_ If the action is a Costal Area,and you are a state agency, /1'71complete the Coastal Assessment Form before proceeding with this assessment PART 11- IMPACT ASSESSMENT(To be completed by Lead Ayency) X DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617A? If yes,coordinate the review process and use the FULL EAF. []Yes [] No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617,6? It'No,anegative declaration may be superseded by another involved agency, 1:1 Yes [:] No C, COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers maybe handwritten,iflegiblo) C1. Existing airquality.surface or groundwater quality or quantity,noise levels,existing traffic pattern,solid waste Production Or disposal, potential for erosion,drainage or flooding problems? Explain briefly: No C2. Aesthetic,agricultural,archaeological,historic,or other natural or cultural resources;or community or neighborhood character?Explain brie(ly! No C3. Vegetation or fauna,fish,shellfish or wildlito species,significant habitats,or threatened or endangered species?Explain briefly; No C4. A community existing plans or goals as officioHypdopted,or a change In use or intensity of use of land or other natural resources?Explain briefly, No C5. Growth,subie-quent do 710iopmant,or related activities likely to be induced by the proposed,action?Explain briefly: ce, Long term,short term,ouniulative,or other effects not identified in CI-CS? Explainbriefly: No CT Other impact,,(Including changes in use of either quantity or type of energy? Ex lain brie EO D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL 01-JARACTCRISTICS THAT CAUSED,rHE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA JCEA)? if yes,ex lain brief)y� Yes 2]No E. IS THERE,OR IS THERE LIKELY TO BE,CONTROVERSY RELATED TO POTEN'rIAI.ADVERSE ENVIRONMENTAL IMPACTS? it Xos oz.Rla,in: Yes F6/-j No PART III-DETERMINATION OF SIGNIFICANCE(To be completed-by Agency) INSTRUCTIONS: For each adverse effect identified above,determine whether it is substantial,large,important or otherwise significant. Each effect should be assessed In connection with Its(a)setting(i.e.urban or rural);(b)probability of occurring; (c)duration;(d)irreversibility;(e) geographic scope:and(f)magnitude. It necessary.,add attachments or reference supporting materials, Ensure that explanations contain sufficient detail to show Mat all relevant adverse impacts have been identified and adequately addressed. IfqU0stion d of partfi was checked yes,the determination 0II'SignifICEInee,must evaluate the potential Impact of the proposed action on the environmental characteristics of the CEA. Chock this box if you have identified one or niore potentially ally large or significant adverse impacts which MAY occur.Then proceed directly to the FULL EAO aridlor prepare a positive declaration. Check(his box If you have determined,based on the Information anu analysis above and any supporting documentation,that the proposed actlor WILL NOT result in any significant adverse environmental impacts AND provide, on at eats as necessary, the reasons supporting thi, Nemschick Silverman Architects P.C. tact 16, Ca2 determination, Name of Lead Agency Date Ray Nemschick Principal Print or Type Nacne oIf f Ke ponsiblo 541cer in Lead Agency Title of Responsible Officer , signaft- I'll N in-Lead f-Agency Signature of Preparer(I f difterent from responsible officer) Town of Southold L'VVRP CONSISTENCY ASSE SSIVIE NTFORM A. INSTRUCTIONS I 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 avealpt actions including Building Perinits and other'ministerial permits not located iiithin the C'Oaital Erosion Hazard Area. 2. Before answering the questions in Section C, the prepares 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 prQp, _Qsed qgtion will be evaluated as to its sitiniCcait beneficial and adverse effects.0on the coastal area(which includes all ofSouthold Im 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 LIAM) policy standards and conditions contained in the consistency review law, Thus', each awsweir must be explained in .-detail, listingboth sul2porting.and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the L'WRP is available in (fie following places:.online at the Town of Southold's weli�ite'(soLidioldto,,,vil.northfoi.k,.tiet), the Board'd.Trustee's Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#, 1,000 37 -w'04 - 10 PJ1OJE1 CT NAME Stein Family Residence Trust The Application bas.been submitted to(check-appropriate response): Town Board � Planning Board El Building Dept Ft/-] Board'of Trustees 1, Category of Town of Southold agency action.(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital F1 construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval,license,certification: ❑ Nature and extent of action: The project entails addition and alterations to the existing se, a new front porch and a half story addition with a utility (1) toilet and (1) sink to the existing 1 story garage. Location ofaction: 2535 Cedar Lane East Marion, NY 11939 Site acreage .302 Present land use: residential Present zoning classification: R-40 2. If an application fbr the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Nemschick Silverman Architects P.C. (b) Mailing,address: 735 Deerfoot Path Cutchogue, NY 11935 (e) Telephone munber:Area Code( ) 631-734-7007 (d) Application number,if any: _ 'Will the action be directly undertaken,require funding,or approval by a state or federal agency? Ycs E No F 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 D COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, mares efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development, See LWRP Section III—Policies;Wage 2 for evaluation criteria. ✓❑Yes ❑ No ❑ Not Applicable Enhances community character. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No tZ Not Applicable ThB project has no hiss s Attach additional sheets if necessary Policy 3. Enhance visual duality and protect scenic resources throughout the Town of Southold. See LWRP Section III— Policies Pages G through 7 for evaluation criteria ❑ Yes ❑ No ✓❑ Not Applicable effepl gippnic. r so r es. rlilch additional sheets if necessary .�. � �...�._.�. . NATURAL COAST POLICIES Policy 4 Minimize loss of life, structures, and natural resources from flooding and erosion. See L'VVRP Section Ill—Policies Pages 8 through 16 for evaluation criteria ID `lies 11 No Z Not Applicable. _. Ttect doe ..-nat effect tkuff-et �tilaoj.ng er ero. .o_n........_._...__..__.._.............................. ..._.__._......__._._.._ .M .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 IU through 21 for evaluation criteria El Yes 1:1 No F&/�Not Applicable The project does not effect water quality or supply from its current state. t�:ttaclr frdclitianal sleets if necessary Policy (. Protect and restore the quality and function of the `law;raw of Southold ecosystems including Significant Coastal Fish and 'Wildlife :Rabitats and ;wetlands. See LW RP Section III —Policies, Pages 22 through 32 for evaluation criteria. ❑ ❑ R Yes No Not Applicable The project does not effect any of the aforementioned. 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 0 No 0 Not.applicable The pr9ject does not effect an of the aforementioned. ^ Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town (if Southold from solid ivaste and hazardous substances and wastes. See LWRP Section III—Policies; Page;34 through 38 for evaluation criteria; Yes 0 No Z Not Applicable The project will not increase solid waste and does not haveor use hazardous substances or wasteproducts to the best of our professional opinion. PUBLIC COAST POLICIES Policy 9. Provide for public :recess to, and recreational tune of, coastal Waters, public tands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 40 for evaluation criteria. F] YcA0 No a Not Applicable The project does not impede the aforementioned Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LNVRP Section III—Policies; Pages 47 through 56 for evaluation criteria. El Yes [:] NoF&/] Not Applicable The voiect does not effect the aforementioned. Attach additional sheets if necessary ,Policy It. 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 n No Z Not Applicable ----.,The proiect does not effect the aforementioned. Attach.add itiona I shects irnecessiry Policy 12. Protect auricultural lands in the Town of Southold. See LW.RP Section III —Policies.- Pages 62 through 65 for evaluation criteria. [] Yes 1:1 No[?] Not Applicable The project does not effect the aforementioned. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources, See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. FlYes 1:1 NoFVI Not Applicable The voiect does not effect the aforementioned. PREPARED BY ////A, TITLE DATEd/30,2/OA Board of Trustees Appl-catioxx AUTHORIZATION ZATION (where. the applicantt is not the owner) z, Stein Family Residence Trust residing .at 2535 Cedar Lane (pri.zt owner of property) (mailing address East Marion, NY 11939 do hereby authorize (Agent) iVemschick Silverman Architects F.C. to apply for permit(s) from the Southold Hoard of Town Trustees on my behalf. (O�ih,er's s gnatu ) 8 Board of Trustees Application Comity of Suffilk State of New York .Fay Nemschick BEING DULY SWORN DEPOSES AND AF FIRMS THAT JAE/SHE IS THE APPLICANT FOR THE;ABOVE DESCRIBED.PERN1IT(S) AND TI-IAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO TIE BEST OF HIS/HER KNOWLEDGE AND BELIE-F, AND THAT ALL WORK WILL BE DONE IN THE MANNFR SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM AN_Y AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED, IN COMPLETING Tff[S APPLICATION, THEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S)OR REPRESENT.K]"I'VES(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. AX�/ 'igiiature SWORN TO BEFORE ME THIS O� DAY OF ..........20-fflO NotaqryP&1ic LAWRENCE E.SILVERMAN Notary Public,State of New York Reg. No.4977025 Qualified in Nassau county Commission Expires January 22,& i i :A.PPLI:CANTJAGrN'T/I EPRE,S.EWATI'VE TRANSACTIONAL DISCLOSURE FORM Tllg.Town of&mthold's Code of iithios Dr—ohib r' t gicts ofinterest on the Iat off town ofrecrs and eml3lltycg,%The pttmose of this farm is to tj qr/wide information which can alert the town of passr1)c confliat10l interest and allow tt to take w}iatever acS z is necesui. avoid saute. YOUR NANlE. Nemschick Silverman Architects P.C. (East name,first name, piddle initial,unless you are applying in tfie name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Clieck;'all that apply.) .fax grievance Building Variance � . rustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map ___�_ Planning Other (if"Other''.valve the activity.) Do you personally(or through your company,spouse,sibling,parent:,or child)have a relationship with any ofticeroremployee of the*Town of Southold? "Relationship"includes by blood,marriage,or business interest."13rtsiness 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 tide town ciTIcer or employee owns more than 51/)of the shares. YES NO ✓ _ If you answered"YES",complete the balance of this forin and date and sign whcrc indicated. Name of person employed by the'Town of Southold 'Title or position of"that person ._.__...... .._ Descrik,the relationship between yourself(the applicant/t+gcnt/represcntativc)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 (whett'the applicant is a corporation); 13)the legal or beneficial owner of any interest in a non-corporate entity.(when the applicant is not acorporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCR1P'TION Or RELATIONSHIP Submitted Oil day of� flflr/ Signature Print N Form T5 I i C—S I LV L K MAN-Y 26 08 1;83U-CH ELKS F'A6 E 1 - /G4106 1 :66:t)1 PIA Ar0,?jpNL_= VIA T/0M.15 TRUE TION NO 75-6 - - - - - - - - -- A. .AREA OTY: OL✓ANTI'TY tEIJERAL NCTcS BO'_T k/;D. R?,DiUS' 1, ALL WORK 15 TO GONFOR,'-1 TO THE RULF5 AND RE6ULATION5 OF THE Iq EACH GONTRAGTOP.AND 5UBGONTRAGTOR SHALL BE RE5PON'.SLBLE FOR IL MAXIMUM STEP OF FOO711J:�5 _:H'Li- t'L_=;1vF VERT16ALLY TO TWO I AC-l. rah^ER/CAN ,RD. ROOF- DRAIN 5. WELDING SHALL BE IN A- 60ROAN6E WITH AN5 SPEGlFl6ATIoN5 USlN6 LOCAL BU1L'.-DiN6 DEP,4RTME1"1T AND T,LIE R� 5. BU'LPlN6 6ON�STRUGTION MAINTAININ6 SAFETr'ON TLIE JOB SITE DURING THE GONSTRUGTIOV HOR/ZONTALL YWHERE EL`='r'- 'c:!%✓5' %;i ^16?: R56FT. REG EPTAGLE , -, _� PHA5F TO COMFY-Y INI7P THE REGULATION'S AND RFOU,?REMENT5 01= THE ;_L XX El E6TRODE5. I IN5PTUTE GORE. NO N0;t Of. DETAIL OR LACK /HEREOF_-,BALL_ BE GGON5/LERE 12. ALL RETAINING HALLS Srf.s,_' >L ? E70- A.>/, AI9FR CANS WITH RLG`F REIN ORc IN c r THE �� c =_ c C r4TL Y BRACED DURING 6. ALL BOLTS SHALL BE A5TM A-325N AND SHALL BE INSTALLED To A SNUG r A_, REL,E✓ING Ham. CONTRACTOR FROM EXECUTION OF ALL hNORK IN 00UPATiONALI _,A C1Y AND HEAL ADMINISTRATION THIS SHALL GONSTRUGTION TO MA!NTA;;+1 S. +l=L'-T7',',N'D �:TABILIT> BA6KFILLlN6 SHALL CONDITION A DEFINED IN Al D;'SABILITIE5 AGT DN DOGVN AGGO.R'DAN�L=WITH ALL 5TATE AND/OR LEGAL COUE5, T 5G SPEG/F/GAT10N5. BUT ARE NOT LIMITED ,O. ROVID,N6 ALL NEGES_ARY r„• c I x SEGTI ONl ELE��A i I ON �t%1' Al.^HE5/1/F_ DR, DOCK EMPORARY SUPPOR75 AND BRAG/N6 AS M,AY BE REQUIRED PRIOR TO 1DT BE PERM/7rED ?fl;/L c;c ,,"r�:_;t_ :i. 5 ACHIEVED qC% OF THE 5PEG/FIED 7 ALL WELDERS SHALL BE CURRENTLY GERT/PIED. THE FOLLOW/N6 ES/6N STRENGTLL TAG- SEE X TAG- SEE i ,A.FF. AB01�t. DrL_. DETAIL D � I X-X DWG. A� ]���� AS NCL DWG. DRAWING 2. ALL ELECTRICAL WORK TO BE FIRE UNOERWRITER'5 IN5PEGTTED AIVD THE THE hVSTALLATION OF NEW STRUCTURAL ELEMENTS, AS HELL .A� CERTIF/GATION5 ARE AGGEPTABLE.' NEW YDRK 5TATE, NEW PORK G/TY NOTED ! FW/5,✓EO FLOOR OWLS. DOl JELS r= !� ADEQUATE AND PROPER BARF/6A0E5, RAIL1N65, LIGHTING, 5T,A/R�, ETG. T a.,, T DEPT OF BUILD/N65, OR TEST/N6 LABORATORY GERTIFIGATION TO THE AW5 j NOTED I "A;-T. AI.TERNATF APPROVED. 5�BMIT C, RTIFIGATE TO OWNER L ON RECEIPT /3 ALL GONGRETE SHALL A'',i'iiv 1 ,i,v;l u, 1 S,RFN6TFJ OF 3,000 PSI ® 2P EA.. EACH REQUIRED TO PROTECT THE WORKMAN; OWNER 5 PERSONNEL AND c CODE. A/'_./,}LVM. ALUN(!1'VL`,�I DAY,. FOUNDA7/ON,. 5.!..A85 „ 6r' 1.` AND GGNGRE7E EXPOSED TO L=.I.F.5. EXTERIOR 3. ELEGTRIGAL. GONFRAGTOR TO VERIFY ELEGTR/GAL- SERVICE AND PARCEL OTHERS FROM INJURY DUE TO CON•STRUGTION WORK. PROVIDE FREE WEATHER SHALL BE AIR Ei�,:F:'41N;_!?, <_2 ANODIZED INSULATION AND SAFE PA55A6E FOR PERSONS TO AND FROM AREAS AND PAINTING FINISH TA6- FOR ADEOUACY IN PRO✓IDIN'6 NEW ELECTRICAL 1NSTALLATliON5 AS A.N.51. AMERICA,N FIN15P SYSTEM FA IL WHICH ARE TO REMAIN - G T '- TAG- SEE SEE DISH h/AT/CNAL F_LEC./ ELEGTR/G/-AL 5NOWN'ON THE PLANS. UP6R4DE, 5F_RV/GE, METER AND PANEEL A5 MAY /4. ALc_ CONCRETE REINFORG;\'c: .�, ./_L ",'GAT L BE IN AGGORDANGE W/TH AS TM x DWG A LEGEND 5TA,VDARDS T �� A-6/5 GRADE 6.0 DEFORM`=L'�:B,A ?S. I. ALL STEEL AFTER FABR/GAT/ON SHALL BE THOR006HLY GLEANED OF RUST, X- X I ELEC,. B. (�C?U1RED. DIRT, L005E MILL SCALE AND OTHER FOREIGN MATTER. AFTER GLEANIN6, x-X NOTED �� GE I L�N6 FIN. f I;tiSTlTOTE ELEV/I.?_. LLEV,"TIDN 20. FIGURED DIMENSIONS SHALL GOVERN SMALL SGALF DRAW/N65 WHERE c ' L-L 6 E N D 1 .=1 F;?;ROX. APPPDXIMA TE STEEL SURFACES SHALL BE SHOP-PRIMED WI TH ONE GOA T OF METAL EN6. EN6INER/ED 4. ALL PLUMBI.N6 WORK TD BE IN 5TRICT ACCORDANCE WITH W r.5. GODS DIMENSION5 ARE ESTABLISHED BY CONDITIONS. !F EX/STING, EACH l5. WELDED WIRE MESH SHALL. EL IN ACCO,RDANGE WITH ASTM A-185. PRIMER, AND ONE GOAT DOLOR TO BE SELECTED BY OWNER. PAINT GOATS AFcGN, ARGi,ITEGT/ ALL r APPLICABLE LOCAL REGULATIONS. SHALL BE FULL W,ETTIN6, APPLIED THOROU6HLYAND EVENLY TO THE r _ r EQ. EQUAL AND A �P MA TR G 5 A 5 MEASURE EXISTING GONDl770N5 PRIOR TO ORDERING /6. ALL STRUCTURAL ME^1BER, ,-rAL 1. c r_ POURED FOR THEIR FULL_ DEPTHS IN SURFACES, AND FREE FROM 5PRAY OU5T, RUNS OR SA65. PLUMBI i�(6 1b'G. A �ERA6E EOU'P. EQUIPMENT MATERIA!S AND GOMMENGlN6 W/TN WORK. r, __„ F ? ,r c ONE OPERATION. GON5TRtt T l �;V ._iC IN'15 5UCH .AS A DAYS POUR JOINTS AG�,E�SORI ES BJ1 TOM O, ETG. ETCETERA 5. GONTRAGTOR TO EFFECT AND MAINTAIN IN5URANGE, I.E. CON✓TRAG TOR� SHALL BE LOCATED IN THE M,C:_,= ??= THE SPAN MAIN RFINFORGING TO 2. PRIMER SHALL BE RUST-O-LEUM/069 RUST-lNHIBITlN6 PRIMER OR ELEVATII ON TAG- SEE b�Z BOARD EXIST. EX15TIN6- LIABILITY, WORKMA,N5 6OMPEN5ATION, GOML'LETED OPERAT-10N5, ETG, 21. GENERAL GONTRAGTOR AND HIS SUBS ARE RESPONSIBLE FOR.ALL LAY- "?, , APPROVED EQUIVrALENT. SECOND BENGHM,ARK 9ACGESSORIES t?L%6. BUILDI,N6 FXF� GF - aL RUN THROUGH THE JO/,NT, KF l ,F.,vUNEIV ,,O1NT5 TO EX.PO.SE GOAT SHALL BE RUST-O-LEUM/060, OR XPC_,_D ADEQUATE FO,R THE PURPOSES OF THIS PROJECT A,ND FUR,tiII_�N P4 OOF OF OUT WORK INCLUDING SPECIFIED LAY-OUT DRAWINGS AS REQUIRED. A66RE6ATE FOR CHEMICAL APPROVED EQUIVrALENT, LEGEND E F.P. BACK FLOW EXT EXTERIOR SAME TO THE OWNER PRIOR TO GOMMENC I N6 11VI TH WORK. 6ENERAL GON'TRAG TOR SHALL 60ORD/NA TE RESPEC TI VE SU960NTRA6TOR5 J PREVENTOR F.D. FLOOR DRAIN SD A NOT TO CAUSE UNDUE HARDSHIP, DELAY AND INTERFERENCE WITH 3 AFTER ERECTION, TOUGH UP ALL FIELD GONNEGTIONS AND ABRADED ------ BLK. BL AGK FDN. FOUNDATION !7. NO HORIZONTAL JOINTS SN,T L Bl F'I_AGED IN WALLS EXCEPT AS SHOWN ON SURFACES WITH SAME TYPE OF MATERIAL U5ED FOR SHOP 60ATINE. EXTERIOR I O R � 6, EACH SUBGONTRAG TOR SHALL SUBI lI T A DOPY OF H15 /NSUR?ANGE GONDUG T OR WORK. E 9LK 6. BLOCKING FIN FINISH THE ORAWIN65 W/THOU T THE AT_;P�'O%r/A,,' OF THE EN6INEER. ROOM FINISH TA6- BEARING F,XT, FIXTURE GObrFRA6E(GVORKMANS COMPENSATION, LIABILITY, Dl_SABIL)ITY) TO `�<: 3TM. BOTTOM FLR. FLOOR THE OWNER PRIOR TO COMMENCING WORK. EACH 5l/BGONTR?AC70R SHALL WOOD ROOM NUMBER X SEE EXT . l6. MAXIMUM LEN6TH5 OF FO(IV1,,1-i0N 1";''L POUR IN ONE OPERATION SHALL T 37\4 BE?i�FEN FRZ, FREEZER 50BM.I T-LIEN RELE45E5 PRIOR TO REQUESTING FINAL PAYMErNT. c ,.- MATERIAL ERI AL 22. GONTRACTO,R TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE BE No MORE THAN TWO GONS<x-Jl lti L. GOLUN`N DIM, OR 60 FEET. I. ALL LUMBER 5HA,LL BE DOU6LA5 FIR LARCH NO. FB = 875 PSI, FV = q5 XXX TA6 LEGEND/SITE CAB. Gr4BIN'ET FT FEET/FOOT T� 51TE AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BA5/5 OR P5I, E _ 1,600,0010 P51, MAXIMUM MOISTURE CONTENT<lq�. .6.F. 'Uh'IPAGTFD r_.' FOOTINv 7 CONTRACTOR SHALL AT ALL TIMES PROCEED W?TH i'VORK AS TO MINIMIZE lq, CONCRETE CONTRACTOR TC tic" ,E-3FG%NS18LE FOR SET TiN6 ALL ANCHOR 6A, 6A6E/6UA.6E SOONER IF GONDI TIONS WARRANT , — -- ----- 6:R',AN/LAR FILL THE OWNER5 INCCNb'ENILNCE, AND 5NALL DO 50 IN A WORKIMAN-LIKE BOLT5 AND LEI EL/N6 PLATE. 2. ALL STUD LUMBER SHALL BE DOU6LA5 FIR LARCH STUD GRADE CONTROL JJOINT , FB = 675 i GAL. 6ALLON MANNER. P51, FV= q5 P51 E = 1,400,000 P5/ MAXIMUM 6AL V. 6AL VANIZED 23, AT THE COMPLETION OF WORK THE 51 TE 1.5 TO BE CLEARED OF/'l L PROVIDE 6ONTINU005 2X6 TR'AT_1, S ! PLATE OVER TERMITE SHIELD MOISTURE CONTENT( 75 6.1., CENTER. LINE 6.G. 6ENERAL DEBRIS AND EX6E55 MATERIALS. THE FACILITY IS TO BE LEFT BROOM G ,r „ „ CL,7. CFI!IIJ6 T 0, AL_ SAL VA6FABLE MATERIALS AND EQUIPMENT INCLUDING FIXTVRES, TIED INTO FOUNDATION WALL ,+1T4I 5/r1 :�NGHOR BDL T5 3'-O o.c. (l-O 3. ALL WOOD GONSTRUGTION SHALL GOMPL Y W/TH THE NATIONAL DES/6N DOOR TAG- RAC, r EXISTI N6 HALL I Gc-OS. CLOSET 6D. GRADE FLIRI✓lS,HIN65 AND DECOR ITEMS SHALL BEST CLEANED AND WORK /S TO BE COMPLETED TO THE TOTAL 5AT13FACTION MAX FROM ALL CORNEKS)AITH 1,%";r,h; hIBEDMENT PROVIDE SILL SPECIFICATION FOR WOOD GON5TRUGT/ON, LATEST EDITION, OX SGHEDULE ORED AND PROTECTED FROM DOOR S�GHD. TO REMAIN CLR. GLJ=: aA ' &L. 6LA55 OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT SEALER AND GROUT 5l'L PLAii 'G,'�,%�!L. G:�L. C,G%UMIV GYP. GYPSUM DAMAGE UNTIL THE OWNER DETERMINES THE COURSE O- AG 1TION 7O BE --- GONG. CONCRETE &, ` HANDICAP TAKEN W/TH_SAME. 24. THE AR<, 4. ALL WOOD EXPOSED TO WEATHER SHALL BE GGA TREATED IN HITECT HA NOT BEEN RETAINED FOR ADMINISTRATION OF THE 221, FLOOR 5LA35 ON 6RADE TD,r>L .i"/-GUtr=D GONGRETEWITH 6x6/1.4X1.4 6A. AGGORDANGEW/TH AFPA STANDARDS. —{ � AGGES513LE GOND?,I T GONSTRUGTION OF THIS PROJECT. WIRE REINFORGIN6 AND 5 TEEL 7:'r%y,>L i W&-4. PR " -.� H.G. HOLLOW GORE - - -� PROVIDE l/2 WINDOW TAG- >,A. G01✓NE-CTION HD. Hl6H, DENSITY q• PROTECT AND MAINTAIN FX5TING UT IL Y LINES WHICH ARE ;TO PRE,MOULDED EXPANSION_lOh':'7Iv': H I ;'LO-:� SLAB AND FOUNDATION 5. ALL WOOD CONNEGTOR5 SHALL BE Br' '51MP50N; "TEGO", OR GciN57: GONSTRUGTION REMAIN IN SERVICE /N 5UCH A MANNER AS TO AVOID INTERRUPTION OF 25. GONTRAGTORS SHALL GDOPERAT WITH ALL OTHER TRADES AND WHERE � " ��_ � APPROVED EQUAL. OX SGHEDULLE _ = EXISTING WALLS G<;"rT. CONTINUOUS HDR. Fl1 ADER c c REQUIRED INSTALL ALL BUILT-IN WORK, SLEEVES, IN5ERTS, ETC., AS //ALL. PROVIDE 2 (R-IO m;rt, ,;;Gi J;ci f ,l.N 2-O FAGH WAY (FOR DOOR S?GHD. TO BE REMOVED G,'M7R. CONTRAr. HOW. HARDWARE THESE LINES. UNLE5� OTHERWISE NOTED, ALL EXl5TIN6 UTILI TIES SHALL BE TOR REQUIRED FOR A COMPLETE JOB. HEATED SPADES). 6. MEMBERS DE5/6NATED A5 'GANG LAM"OR "LAMINATED VENEER LUMBER" j C 7: CERAMIC TILE HDWD. HARDWOOD AL TERED,. GAPPED, OR RELOCAT ED IN A MANNER APPROVE BY THE „ ,11 HO OW META OR LVL SHALL BE MANUFAGTUR ED /N AGGORDANGE W/T S.l. CONSTRUCTION H LL 6OVERNMENTAL AUTHORITIES AND UTILITYGOMPANIE5 HA JURI5D/GTION 22 1 /_. ...�,;..� . , , r - N SPELT EATIONS - GONTRAGTOVS) ALL 5LAB5 ON GRADE 5;-1,-tL_�, ,1,f. ,,r.c„.FId,N6� JEP,RE55/ONS Y 26. SEE N.Y.S. BUILDING GO,NSTROGTION GODS MANUAL FOR REQUIRED WOOD B LOU/5/ANA PACIFIC CORP. NO SUBSTl7UTE5 SHALL BE PERMITTED — ---- SPEC IFGA770N HT. NF-16-HT 50 AS TO GUA.RANTE A COMPLETE IN57ALLATIDN OPENIN65, ETC., AS RF_-!,rIREDr:F _;,,aC:;^l'ti'HEREIN OR 0%1 WITHOUT THE ENGINEERS APPROVAL. DE316N STRESSES ARE AS FOLLOWS: INSTITUTE H.V.A.G. HEATW6, FRAME NAILING SCHEDULE. AR6HITE67URAL DRAhl!I165. FB = 2,950P51, FV= 29GP5I, E = 2,000.00OP5I PROPOSED WALLS G�• CUB1G VENTILATION, AIR REVISION GGrvrITiDN'Iv6 if. CONTRACTOR SHALL PROTECT, PAT61-1 AND REPAIR ALL EX15TrN6 WORK ___ __ REFER TO OjL. DOUBLE c I 23. PROVIDE POG,KETS IN WALL Fr', '' 7. THE ARLHIEGT SHALL PROVIDE CALCULATIONS TO THE GONTRAGTOR FOR TAG FLOOR PLANS v. vEvRLFS LG, 150LATEL) 6R00ND AD-06ENT TO H.IS lAORK, Ck' DAMAG-FD A5 A RESULT OF HIS WORK. c r L c.r?w5 BL AN15 AND 5LAB5. MINIMUM B,=AR/N6 ON ALi-S G !E/',r_; 4"r=OR 5LA35, 5"FOR BEAMS VERIF1614 RON OF LOADS AND BEAM SIZES WITH MFR, PRIOR TD ORDERING FOR. SIZE ✓i.?. DIAAMEIER IN':rIF`5 WHERE EXl.5T;I167 MATERIAL_3 ARE TO BE MATCHED, CARE/S TO BE CONCRETE DIMEN'S�OIJ IrVGL. INCLUDEiED TAKEN IN BLENDIN'6 GOLO,R5 AND REPLICATING ADJACENT F=ORM5 AND U.O.N. AND MANUFACTURE NOTIFY ARCHITECT OF ANY DI5GREPANGIES, IN INFO. I,VFORMATICN _ WRITING, SHOULD ,THERE BE A PROBLEM, iN UL. INSULATION T p r T10 1 GCNTOURS. 1. ALL. CONCRETE WORK SHALL CONFORM WITH 7HE REQUIRE,ML-NL75 OF THE 24, TOP ELEVATION OF SLABS :�ri�:_i_ t! ,:% R T -' c 'N'T IN INS,L. l✓S,ALL_A, ,.h„ DlN_ ,O FJJI�H FLOOR 1,N5TALLET) AMER/LAN CONCRETE INS T/TOTE A.G.I, 3l8 LATEST EDITION. MATERIAL.. SEE ARGHIEC1UkA!. '.;r.'F',,'•+,;;+i!S. 8. THE CONTRACTOR SHALL BE RESPGNS/BLE FOR GOORDINATlN6 ALL PROPOSED DOOR i J-i3OX, JJ/vG;TION'BOX � r REFER r0 ! J`">1: JOLST P-QV. 'REOJ Rt_o 12. BEFORE.SUBMITTING ANY PROPOSAL, IT SHALL BE THE RE5RON5/B1L17Y REQUIRED IN5PEC,TIONS OF THE ROUGH AND FINAL FRAMING�5. IN ANY APPROVED GON57 R'UG I",r J," F ? x \ EXISTING DOOR RM. R?Ci,� 6ONCRETE CONTRACTOR TO SET AND P'A'F FORMS WITH 5TR/C7 /''-, R 7V.DL- :: 4' KEY MIN. AND 24 1 I � FLOOD (' LAN_ ! �T. JO;NT , , OF THE GOh✓TRAG7CR TO FAMILIARIZE HIMSELF Wl7H ALL EXISTING 2 .. �_ �. � � , TO REMAIN c , R.G. RCJc✓H OPENlN6 BAR DIAMETER LAP(16 MWO OF 1' EG,rCRGINC;, L`X_EPT FOR 5LAB5 ON q. THE DES16N LIVE LOAD IN L/VIN6 AREAS I5 40 P5F OL=IO F3F)ATTIC LIVE � /�' _��FR_IER ti, " ATTENTION AND GARS 70 ALL DATUM, FLOOR AND GRADE ELEVATIONS. AND SGHED. I ��� CONDITIONS, MATERIALS TO B MAT,.HED, WORKING SPADE rAVAILABLE, GRADE: '` L/';,I% LAMINATE R'•':U: ROOF TOP UNIT LOAD IS 20 P5F(iDL=5P5F)ROOF LOAD IS 45 P5F GROUND 5NOV LOAD -OR SI L.E SAN. SANITARY SAFE;/ 'PREGAUT/ONS, ETG. REQUIRED FOR TilE SAFE AND EXPF-DITIDU5 _ L4V LAVATORY ✓ r �.� �. r PK CONCRETE PRDTFGTION FD,R REINFOR�EME�1T SHALL CONFORM TO LATEST 2b. SLAB ON GRADE SHALL_ BE PG1, '7i Ih''.'R/P5. GONSTRUGi�?ON'OR CONTROL (DL=ID PSF). ROOF SPANS AND SPANS IN LIVING AREAS ARE LIMITED TO A - - --- -- ---— ---- --- --j 1 5. POUI"/(i^ S.G. 50L.ID GORE E,',FC0T10N'OF „Hl5 GCNTRA_,,. ; AlL ARE TO L.J JJ 1ti,%L lV T A.G.I. SPEGIFIGA TICN, c / ,, c T� r c JOINTS SHALL HAVE •A N1AX,,ti"1 : '<'1;:;; , OF 30' ?" ^r'L7;"rfER DIREGTIO,N. DEFLECTION OF L/36D. L.F. LINEAL FC%OT 5GHD. SCHEDULE CAL?SE FOR E;,TRA GO5T5 T THE OWNER OR OWNERS KEFR?E5ENTATIVE3. SECT SECTION GOiVTIA6T THE.ARC1/1 rE�T 1MMED/A EL)'IF FIELD GONDI TIOM-3 ARE MAXIMUM AREA OF POUF 5NAl , ,'_ %%I;CJ SO. �?: EXISTING DOOR ' PROPOSED L•F LOr^I pJO'NT T - 4. ALL TEMPERATURE REINFORL,IN6 SHALL BE 5UFFIGIENT_Y EMBEDDED TD /D, ALL CONGEALED SPACES IN HOOD FRAMING SHALL BE FIRESTOPPED WITH o - ,1f^TL. �IATER/AL S.F. SQUARE FEE' FOUND TO BE OTHER THAN THOSE SHOWN HEREON PRIOR' TO,PROGCEDrrvC DEVELOP FALL 5TRLN6,TH IN ALL CONCRETE WALLS AND SLABS. r r7 n T c WOOD BLOGKIN6,A000RATEL Y FITTED TO FILL THE OPENING AND ARRANGED o° I TO BE REMOVED CO) F IXT URES -- l,l,X. MA>;IM�'M SHT. SHEET c 27. A_L WALL ANL7 Pll: 1-_.O,r/vC7.,._,''.4 ,;. BE MINIMUM/2 THIc`."AI✓D PROJECT N/TH✓IORK AF,- G7i=D BY�ANF. " , 1 F A .E o TO PREVENT DRAFTS FROM MOVING FROM ONE 5PAGE TO AN FOR FUTURE I�C;H. M GHANI%AL 5/M. SIMILAR 6 MINIMUM BE70ND ALL , AGL-., ,) ,,,ALES AND PIER. UNLESS OTrJERW/SE OTHER. " � c , , 5. PROVIDE ADEQUATE TIES FOR ALL STEEL REINFORCED IN SLABS, BEAMS, MPG. M.,a;�?�!f=hGiUREk M. �MA�� c NOTED. ?!: 'PROVIDE BRIDOIN16 8'-D"o.c. MAX(SOLID OR GRO55 BRIDGING). SPECS. SPECIFICATIONS L5. CONTRACTOR SHALL V_RIFr ALL DIMENSIONS PRIOR TO PIERS, AND HALL5, REINFORCED -D BE HELD AT GORREGT DISTANCE FROM GT IwI I 0156ELL-ANECU'5 30. SQUARE FA;3RI%ATION. FORMS AND EARTH BY STEEL CHAIRS OR TIE5, 20. 6ROVT USED SHALL BE N'ON,r=.` :L !'•'•"I,,' :_;,', 1i+'l; , ,F''�UT BY!N-PAKT AND IZ NOTCHES OR HOLES FOR PIPING ETG. IN STRUCTURAL FRAM,lN6 MEh L I J I Or- �RA� III I S5 _ 1 r BEkS I"T73METER SO. FT. SQUARE FEET 6. FOLLOW G.R.S./. RULES FOR PLA61NO ALL RE/NFORC/N6 5EEL AND SHALL ATTAIN A STRENGTH C ,c, ,'GI ,N 7 DAY5 SHALL NOT BE PEP'M17-TE0. URE c 5.5 5/5 STAINL-E55 STEEL I4, D15GREPANCIE5, ERRORS OM15510NS ETG. 1N ANY PORTION c0 THE RF_�l5TANT _ __ - ACCESSORIES. 29. ALL SLAB TEMPERATURE PEINF':'�.:_:''TNT TD BE_ _ FIB NI_ ER ESH� R _ , A .._ ,L ONG ETE c ✓r� ,i.� - A T JJ l i U.NTTD 5TD. 5TANDARU Dr<,41V1PJ65 WHICH ARE- T VARIANCE THE L_Al^J ORDI,vA, ., . N. l_E_5 REINFORCEMENT AS NANU,F,4G;,r. !: :;; !IBERMESH 60, OR APPROVED l3' DOUBLE_ JrDI�IS UNDER ALL PARTITIONS RUNIJIN6 PARALLEL WITH THE JOISTS r-� M72.. ' +r"Tr;,/ S7L. STEEL T c i �r ND ANI� ABBR V/A T/ON� I OR RE6JLA,/ONE, BEA/C/N GN THE GONDUGT OF THE WURk"_S,+ l/_ 7. CONTRACTOR SHALL 5UBM/T CONCRETE MIX REPORT W/TN N6 ANC%FLA'EMZ,-`F. r.; r _ G 5 / NO T�S� L�G� ,- - EQUAL. MIXI �, , 11� .��. ,,. A r Q - T - - i i .?-• NO1 GV'GG,:?T,TPA STRUGI: STkUGTURE/-/-�L �L• �- o r _ Gc,� f�'JANGL TO /4 ALL FLOOR AND 6KYLI6HT OPENINGS ARE TD r-.r'QRTED PROM TL 7' TC ;HE ARGHI,ELT, COMPRESSION" TEST RE50L TS TO EN61NrER FOR REVIEW PRIOR TO + BE FRAMED WITH DOUBLE FF-1 - FROFOS�D PLOT 1`�LAN NG/� P%O/!%I?AL c A , 5(iPPLY//FD MANUFAGTURFR'S SPEG/F/�f,t;y HEADERS 4ND T?,'1MMER5, FULLY JO/NED W/7H STEEL BR/D6E5 OR ,TE603, SUP, L STARTING FOUNDATION COIVSTRUGTION ?� NC(.i,✓UM, NUMBER 5L✓SP. 5U5PEND,ED �1 r FLUM401 N6 R/5ER SON�MA T,.� - N._>I NATIONAL_ T/ TOP OF 15. IF COIVV TONS EN600,17ERED 5,)RiIV6 GGNSTC'UC,T,?ON 0IFFEt 15 TD ELIMINATE THE,HAZARD OF MOISTURE GONOENSATION IN GOLD WEATHER, 'rG"F- S AN;TATION TB. THROUGH BOLT FROM hl' 'AT 15 SHOWN ON ORAVIN65, THE EN61NEER SHALL FE 5'=L AND TO PERMIT THE F56APE OF HEAT IN HOT WEATHER. VENTILATION OF _ FOUNL7ATION FLAN Fo1INDATIDN T. B. REPRESENTATIVE TES T G YL INDERS SHALL B� TAKEN FROM THE GONGRETE A / d 1✓ TOP e BOTTOM r � _- A NOTIFIED ,MMEDIATF_LY AND W,.RK SHA!_L_ NOT PRO6RE_55 UhVTII_ ATTIC, AND GRAINL.. SPACES /5 REQUIRED. BLOGKlN6 AND BRIDGING SHOULD I { N.T . NOT TO _56ALF TAG TONGUE d GROOVE PLACED EACH DAY/N AGCORDANGE WITH CONCRETE 5PEGIFIGAT/ONS. /, ALL STEEL FABRICATION ANL_`?c`r"Tl(%N SHALL CONFORM 70 A156 BE ARRANGED 50'AS NOT TO INTERFERE F/R5T FLOOR FLAN ANC � MOL!T/ON FLAN A. OVER ALL TF,"1P, ;fEr�•'ERED ALL PROBLEMS ARE RESOLVED 70 THE SATISFAGTIDN OF THE TE.5TIN6 5NALL BE PERFORMED AT 7 AND 2e DAY5. 5PE61F1GATION5 FOR 5TRUCTr;','"L 37"'I' WITH THE MOVEMENT OF AIR. " G.G. ON CENTER L� ENGINEER. LATEST ED,7ION, TY, T;F1'6 Z 16. ALL CATHEDRAL C;EILIN65 SHALL HAVE GONT/NUOUS VENTILATION FROM A-5 - F1R5 T FLOC,'R 5TRUG TURAL FLAN I 0, 7I'� OPENW6 U.L. UNL)ckl'1F:171_R'S q. ALL. MF5H 51ALL BE 5PLICED SD THAT THE OVERLAP BETWEEN OUTERP105T 2 ALL STRUCTURAL STEEL SHri c.%E A /TM A-36, EXCEPT STRUCTURAL TUBE OFT/CIIAL LABORATDs'iE5 I ALL 5UBCONTRAGTOR5 SHAL L BE RE5PON.513LE FOR FILING,AND c WH16H SHALL BE A5TM A505,•�A,` B. AND STRUCTURAL PIPE WHICH SHALL EAVES TO R/D6E :SIZE INSULATION AGGORD/NGLY. PROVIDE 3/4"dia. VENT /6. A-4 - ROOF FRAM/NO FLAN I �--�5-T : GRO55,,JIRE5 OF EACH SHEET/5 NOT LE53 THAN THE.,PACING OF THE O,�F. D, FG�J,L U✓. UL TRAVIOLET I OBTA,NW.%� APFROVALS FOR THEW WORK HH16H MAY BE REQQURED. c BE ASTM A501. HOLES AS NEEDED THRU SKYLIGHT FRAM/N6 TO MAINTAIN CONTINUOUS GRO55 WIRES PLUS TWO /NONE UNLESS OTHERWISE SHOWN ON THE __ I p' � T VENTILATION. V. VOL T,/VOL TA6E DRAWING. ' A-'5 ELEVA-T/OItiS i L. I LA"E I 3. ALL STRUCTURAL. STEEL USE,/',G: c`;'!rr&'?OR WALL LINTELS SHALL BE i P.?_UMBIN6, VB. VAPOR BARRIER /7. ALL S'BCONTQAGTCR5 3.H4LL PROVIDE ALL EQUIPMENT; TOOLS, FENGE5, l7. DOUBLE JOISTS UNDDER ENTIRE BATHROOM AREA UNLESS OTHERWISE NOTED. A-6 _ EL EVA T/ON_5 �I_r l vL�, PL Y1N0JD I 6AL VAPJIl_ED. 1!P. VENT PIPE 1 AN'SPO.RTA7/ON, 5AFE6UARD5 ETC., AS REQUIRED FOR THE PROPER l0. ALL FOUNDATIONS SHALL B_ CA ON UNDISTURBED OR CONTROLLED 4. BEAM GO,NNEGTlONS SHALL :vL=S16Ivl U TC%WITHSTAND ONE-HALF THE A-7 - 5EGTIcON5 ANL7 DETA/L5 P'JL. PANEL 1✓.FR7: VERTICAL E > - T 1 F l8. THE GONTRAGTOR SHALL INCORPORATE ALL REQUIRED STRAPS, ANGLES, L74, PAIR. X�U ION G,� THEIR l�OR.K, I !v/vv/o WITH✓'l 'THDUT GOMPAGTED SOIL HAV,'N6 A M/N/MUM BEARlh16 GAPAGITY OF TWO(2) TONS �,; ; ? , TIE5, 5UPPORT5, ET6. A MAY BE REQUIRED FOR PROTECTION OF 3TRUC7VRE �r"cP, PREPAr.'ATlJN/ MAXIMUM ALLOWABLE UNIF. .._,;, G �OR THE PART/GULAR BEAM AND FROM FORGES OF✓NATURE. TN/5 /NGLUDES: ROOF TD ROOF'RODE TO WALLS, A-P SG{-{�L�UL S AD. WOOD PER SQUARE FOOT UNLESS OTHERWISE NOTED(SUBJECT TO FIELD SPAN c "� I PREPARED ANY DEVIATIONS FROM THE ARCHITECT5 DRAWlN65 ML15T BE SUBMITTED SPAN CONDITION E SHOWN O,i;,_ L 'i-D ,NDICA7ED ON DRAWINGS, WALLS TO WALLS AND WALLS TO FOUNDATION. THESE FASTENERS/ TIES A-q - 5TANL�AR 1 STRAFFlNC 4 ,r. r, r 5 - H. lNSPEGTION AND VERlFIGATION BY GOV'T RAG TOR). WHICHEVER lS GREATER. ...., , i'G-Ul',G.� PER ? � k, � � TO THE ARCHITECT IN WRITING FCR APPROVAL. SHALL BE AS MFRD BY'S/MPSON OR APPROVED EQUAL. I SQUABF FOOT A.H. Wl-,TE HE,-,T R I - � , � , c � GNP. WATER PROOF iTR ®NN��T ® L7 T F..;.,. rotAlps PER WT. WEI6HT ----- I SQUARE IIJGF! THINE. INFL_DED✓VIBE � Il � I l " I r T N P _ I �•r3RIC B47N A P P R �y F)7, ,� ? 1V%'1?. PA V1=MEiVT I — ORALNA6F FLXn)RE r1NIT55NALL BF COMPILED;N . THE FIELD,BA5ED ON RIA OF WA57E LINE AND L06ATION OF VENT STALK R/5ER5.AD.D5T VENT "--� _V �^ SCALE _ NOT TO SCALE AND H45 TE 5IZE5 ACCORDIN6L TBASED ON , BOARD S 111 1 f f — TABLE PTIb/AND P7041 OF THE NY5 BLD6 GLIDE _;„�^+,I v 4'V TR 4'VTR 4'V LR ,I/�"VI 16'ABO'✓E-ROOF — - —----- ----- -- --- TOWN o t: 9 �+ ' , ALL 5'✓PPGY LINfS TO BE IN5'iLATED I L1,V I ` Wit,,�,yvy I �'a u��� TYP � AbTE � r— W.C.I n _ DATE 5EGOND FLOOR V A 1 E ( ✓ (J I V`/ ILL_ I ' I ,,•,.__•_•�' 3, 2„ ILO. C ENER�7'�' 6ON5ERVA T/ON — ' ,- r= T. ',` �-, "-'6 I AND HIS EMPLOYEE5 OR AGENTS SHALL I. ALL WORK ON THIS PROJECT 5H)/4LL CONFORM TO THE NEW PORK STATE ENERGY THE�L T;L.., ;r _ A,�_,.a r�.. I I TERM'Nr'.TE 1V TLi 744E COMPLETION AIVD DEL IVERY OF WORKIN6 DRAWIN65. FROM EX/5TJN6 BAT P4QIM E,AW I I _UTILITY CONSERVATION CON5TRUC TION CODE, (LATEST EDITION). > ! �,n J I -_ �RM- I T- IvDTl�E�, J,r5/BLEFOn SUPERVISION OF I - r- 2"V_-T---- I K/TCiEV I ,� _ r 2. THIS PROJECT IS DESIGNED ACGOROIN6 TO PART - 5 OF THE NY5 ENERGY 7N=,4(. ,t,.Lam, OF 77✓ET-',QC_:_ ;N NOR DI,E-_5 THE ARGHITEGTNAVE AUTHORITY TO AGT ON j -- I- -`--T- I 14" 1" i i I f5�1--`` CONSERVATION AND CONSTRUCTION GODS, 'BUILDING DESIGN BY ENVELOPE c I/,�'v I11//"V I r--- I � 6ARA6E (5 METHOD"(TABLE 502.2) UNDER ZONE //B (SUFFOLK COUNTY). B/r!ALF l r, ;i�JNEk DR THE GDNTRAGTCR UN�E55 NOTED CTrE/�W/�E/lv II .�'Y I I I 11vz v v�"v //� VI r''"� D 1 k!TING LAVI ( I I /2'VI NENSINK I i I AV 1 / 5- A C,LL EXPOSED HOT WATER PIPIM AND/OR HEATI,N6 DUCT5 TO BE INSULATED AS 5 OF THE NY5 ENERGY GODS. T n : ; = r I Or 2 PER SEC. E503.3.3.1 AND E504. THE A r., T_>,,ALL NOT BE RESPONSIBLE FOR THE AGT5 OR OM1551CN5 I G.n 5 ��y 1 t HR5T 70GR '1 I I i f Or TlIE C'.,ti' ;c,-' TOR OR ANY SUB-GONTRAGTOR OR ANY OF THE j r 3 z" I 2 sGHD 1• A1715A V1 T OF ENEIRO;Y 60,9E 60NFORMAN6, GONTR/"+, .,,;� GR SUB-GON';7RAGTORS EMPLOYEES OR/;6EiVT5, OR ANY I r 3 G�I I ANT�SA HON 3" a,; � Soufhh of OTHLk 4 ..,.-.,.;r�,'E,RFGRMGtiv ANY OF THE WORK. co d of WE, NEMSGHIGK SILVERMAN ARGHITEGTS P.G., A6KNOWLE56E AND � I 3' s° I rrUsteeS. I C ATTEST THAT TO THE BEST OF OLIR KNOWLE96E, BELIEF, AND I BUI DING IS DE516NED IN CONFORMANCE PROFESSIONAL JUDGMENT THIS L FR0MEX1571N6B,A7FROOM WITH THE NEW )`ORK 5TATE ENBR6Y CONSERVATION CONSTRUCTION CODE, - -r LATEST EDITION. - 51 D,fr-T /10T TOR CO/y RU CT10/1 I' —- --FRES,', AIR INTAKE - SGNATURE DATE -- -- ____ ----- — -- — I ---- j�AL -- - DATE REVISIONS/ N /SU SUBMISSIONS DRAWING TITLE - - - - EXTERIOR MLL' f - I 7rz5/08 REVI/CD!/PER Z6A COVERT MEET 9A5FM£NT 1 / 8/28/08 6117/LT 4" I Gorm£GT To - 4„ APPROVED I 4' 4' 5ANITARY 5Y5TEM l 4 CAD FILE NAME. GENT. 4"HG115E TRAP X _ . --- -- ... - - - - -- --- HG.,.INPIT P:\2007\1555\CD\C_f Nemschick Silverman Architects P.C. - PROJECI 1ITLE DATE NSA PROJECT # ,r; / �" _ the business of ARCHITECTURE." ✓ OGLE FAMILY R'z/ IDF_/'ICE ULy 50 2007 -- _ - - - - -- - - � I' 2555 CEDAR L�,NE - --- -- - - --- -- - / y -- - CRAWING NO ,; ; •� C_AjT MARION, NX 11959735 Deerfoot Path, Cutchogue, New Y�ork 11935 -- Af/10TED TR�1 1\/ / JISTRI JL --- - Phone : 631-734-TOOT Fax : 631 -734-7347 CTL-r; ?, ,�cK LOT V✓N BY ._. http //www_ns-archi .-c--o- -m-- - -- ---- -_ _ - -- - If-F-L--O-O- R--P-L-A--i-rO- RT.:C,=..1 - -- -- - ------ - -- --- - - - ---- - ------ - --- ----- -- - -- --- - - -- — - — ---- - -- - - --- -- .. _ . .. .. 0 � /C� r ` I � 04 i - "-C_SI LVERMAN_9 25 08_1335_CH ECKS PAG E 2-9124/06 1 ,55:01 PM � SURVEY OF SITS 1�1FC.�i�,1�>�TIO�I LOTS 135 8c P/0 136 e 20 EAST M2505 m loN NY 11939 BLOCK.4 7 MAP OF �� • - RESIDENT/AL ZONE: R-40 - Ior. lO GARDINER S RAY ESTATES e` 1 �o < DEscR�PnoN RSMIRVTEw Ex157"IW PROPOSED SECTION TWO I ! �O �♦` r �P�� O� <� V � �� `(� M/NIIyAJM LOT 5/ZE: 40,�JSF 13,I745F G FILE No. 275 FILED SEPTEMBER 23, 1927 MINIMUM LOT N9DTH I`�' ` o / ♦e r �oNG J' OZy �J M/Nxm LOT DEPTH l75' #id' SITUATED AT P `� ° M/NIMN FRONT YARD SO, 7S' '' '�� r • S• o�" 6', M/NIKM SIDE YARD /5' 0.3'EX/5TIN6 EAST M A R I 0 N a� �� �� TOWN OF SOUTHOLD • MINIMUM BOTH SIDE YARDS 35' !7'EX/5T/N6 B 13 r MINI"REAR YARD 50' e5.4'EX/5T/N6 S U F F O L K COUNTY, NEW Y O R K L0 / r Al Pam\, e` �� M/N/K M LIVABLE FLOOR AREA eo 51 2306 5F S.C. TAX N o. 1010 0 3 7 0 4 10 IT / \�G V ♦` y < MAvKm LOT covERA6E 20k EXISTING:23.3Z SCALE 1 "=2 0' E r GO ♦♦ / / �vp 20 O PROPosm:27_ I A P R I L 10, 2000 r / ♦` / \ 20 MAXIMUM BUILDING h/E/6HT 35' 20=2'EXISTiN6 AREA = 13,1 74.18 sq. f t. r MAXIMUM NkmRorsr0R/E5 2-I/2 (STORY (TO BULKHEAD) 0.3012 ac. e r �N?\�S /, / ♦ 1 JJ ® O �O 2 0 0 `♦ o Op Op NOTE: / r 5 p THIS PROPERTY IS IN FLOOD ZONE AE. 0 FLOOD INSURANCE RATE MAP No. 36103CO177 G o ZONE AE: BASE FLOOD ELEVATIONS DETERMINED o � INFORMATION ON PLOT PLAN BA5E(Q�j •,r- �� � e` _ % J ��, DON SURVEY r / / 7 -� y S� FROM JOSEPH INGEGNO, LAND 5URVE'KOR. O ♦ O90 p EGA oz 0 ` 9 01 5�Q Qvs� 0 G 0T `` �b 7Z \ / / N 2535 P�� L o ONC, r a p /, ; 0 0 O G S r' eU o G S A�p / 2' ' PROPAIIE TANKS TO BF i?ROGATED J VE \-, G, / °\•\� / ��o RE O / / L \� / \N S Gov- 0 .. N \ G \ H!M NEW GCJAR FENCE / �. °S� N�' \, `'7 ``;. 0 i, .0 �= P G vN /5 OR Y ADDITION �° S� S�°� ...............G � o (20 5F)W H PER O ... ON FOO G, WALKWAY r 2 ;" "' ISTORY ADDITION WITN S \ id$ S�Eps BELO GRPDs ^ �O •' ' CRAWL SPACE, 342 5F °VERHEAp WIRE ,1 P\ �\G. co • r r \�C I I I I I I I I 1' 0 Ci \v TO EXI5L A Cj (III I I co overac VERED PORCH, , E / `p_35 5Fr ER` n�,� J,� \ E,OST.. �oNGsue ! - De,rec / AL i 1, , 7� , r NEW ONGRETE / i / I r r r / 1 , O r \\ \5TF - �/� � / �,� , ' ' / / /� � S`° Lod 13� � � �ST�.P�D, / l l lI l \ \ r2EMOliE EXIST. I l jl! l ll J l �%I r r rt` DRAM 71. 0 /, p \\ CONCRETE_ 57FP5 �/ l l �r AND LANDIINS / �, / ; ./ �. 0 PEE NG /// r r NEW 2ND FLOOR OVER / ^P • n EXISTING GARAGE �. �Y- n � r r � AT 417 5F 5FYOAELL 6AL60LA TION5 DRYWELL #1 DRYWELL #2 DRYWELL #3 DRYWELL #4 AREA -533 5F AREA - 744 SF AREA - q26 5F AREA - 416 5F n 533 x.167" = 69 GU FT OF RAINFALL 744 x .161" = 124.2 GU FT OF RAINFALL 926 x.167" = 154.6 GU FT OF RAINFALL 4/6 x.167" = 70 GU FT OF RAINFALL 4'DEEP 6'DIA. RING 4'DEEP 5'DIA. RING 4'DEEP 6'D/A. RING 4'DEEP 6'D/A. R/N5 �rR2 �TR2 7rR2 2rR2 _ „ _ (4)3.14(2.67)2 = 6q.5 GF (4)3.14(3.67)2 = Ibq GF (4)3.14(3.67)2 = 169 GF 0 5GALE - I - 10-0 (4)3.14(2.67)2 = 695 GF T 1511) r-T /10T TOR CO/! TR U CTI O/y SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 1P 2 ? r�� 7/25/08 RUVU?kf PER ZI5A Qi PLOT PLM LUU Soulhhold Tow, A r_j Board of Trustees CAD FILE NAME: 1555 \ CD \ 1555_PLAN • _ PROJECT TITLE: DATE: NSA PROJECT emschick Silverman Architects P.C. #: "....the business of ARCHITECTURE." �DE�CE - i ... ........... 2535 CEDAR LANE _ ...... .._.................. ... ...... ............ 07 1335 I _ EAfT MARION, NY 11939 SCALE: DRAWING NO.: _... _ ................ ._.. ..... ....... ............. .-....... . ......... ..._. Af NOTED j 735 Deerfoot Path, Cutchogue, New York 111935 — Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: .. I JrLOOR PLA/1 NORTH _- - - _ _ __ __ _ COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 -57 04 10 f C i C—S I LVE R MAN_9 25 08_1335_CH ELKS PAGE 3-91r24/06 1 .55.01 PM I I I � I _ - -- --- - --- �I �- - - - - - - - -- - - — --- -- (2)2X/2FLV5HH9R I I II EX15TIN6 2X6 FJ® 20"0.6.�_7 EXl5TIN6 2X6 FJ 9 20"O.G. z EX15TIN6 2X6 FJ / 2XIO FJ @ 16"O.G. 0 2.0"O.G. I WITH R-30 INSULATION ,I �I VENTED BEAD BOARD k k k SOFFIT k N PROVIDE�l)2X6 LEDGER BOARD W/I/2 BOLT TO I Q z P w w ! EX15TIN6 RIM BOARD® 2' X N N PATCH HOLE/N FLOOR ON CENTER 57A66ERE9. WHERE 5P(RAL 5TA/RGA5E I /2X/2 GONG. PIER WITH 3"DIAM. 5TL JACK WA5 REMOVED. I _ 24X24X1O FT6, MIN. 3' COLUMNS, TYP. VERIFY - _--- BELOW GRADE, TYPICAL EXISTING FOOTING. �i I (LEVEL FLOOR) � I -- T2 LZTGATIONS.---- -------� . . I 2X6 FJ® I HEADER TO BEAR ON N I N N N 16"O.G. ( EX15TIN6 FOUNDATION N N N WALL. CREA7L M (- -- - -- - ' i POCKET A5 --- I� P05T5 I NM k q q N p ABOVE � w � WR / EX15TIN6 2X6I FJ 20"O.G. Rj / EXISTING 2X6 FJ 20"O.G. EX15TIN6 2X6 FJ NEW A /TION O 20"O.G. RELOCATE ABOVEi5HALL ALIGN PROPANE TANKS W/TH EX15TIN&H005E. i, NEW CE AR(5--O') FENCE NGL05ORE IEEW CONCRETE PIER f UP l3 R/SER.S AND FOOTING FOR I I, A�/4 COLUMN ABOVE. A., 11 o � �J o � Nr — / EXl5TIN6 2X F-_l,g 20"O.C. P05T5 ABOVE '`�G� -------- 5AW GUT EXISTING— NEON SLAB ON GRADE Z EX15TIN6 2X6 FJ® 20"O.G. FOUNDATION WALL FOR NEN OF-agN6. ( P05T ABOVE f �{`"✓ Ll E l,5 T` 6, 5E7K/V NF-W/0"FOUNDATION WALL, U PROVIDE 4"5HELF FOR FJ. F o 5ET TOP OF 5HELF AT 6 , . BELOW EX15TIN6 FOUNDATION BOILER - PROVIDE D/REGT VENT WALL FOR NEW 2X10 F FOR BOILER BELOW J. i N � NlN GRA/NL SPACE -_=- I, W N } I k REMOVE EX15T. CHIMNEY. I ti `fl V kcs PROVIDE 6X/2 VENTAt I UNDER PORCH. 2'-2 // • I ® �J L� I I — - -- '� • ' ' i (2)2X12 AGQ HDR 4 NT- E-- 6.1 GIRDER O - — —`� — ' 1OX/O GONG. PIER HIM, { p �TDPS HER 2OX20XIO FT6, MIN. 3'! �_ .--- --r--� BELOW GRADE-. I I PROVIDE 0)2X6 A60 '� PROVIDE 6X/2 VENT TO NEW 6"FOUNDATION WALL, LEDGER BOAP.P W 1/2 BOLT CRAWL 5PAGE, TYPICAL 5ET TOP OF NEW FND WALL I TO EX/STING FOIUNDATI d EPDXY GROUT#5 KEBABS AT 1210.6. 2 L06ATION5 AT 6"BELOW EXl5TIN6 FND A_7 - 2'ON CENTER 5')TA66E D.II VERT/CAL, MIN. 4"EMBEDMENT EACH WALL FOR NEW 2X/2 FJ. -- --- I, END. TYP/GAL AT ALL NEW FND XALL I I sEP TO EX15TIN6. /p„ 7-5 //2 /3-4 1/2 SO'*nfeTrUTo�,� steel EX15TIN6 RETAINING WALL. I ' - ------- i PSID,f r-T /10T roR CO/YTRUCTIO/I I SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: _ 7/25/08 REVI/ED W PER Z5A A / 828/08 61D/ET /�V�/ rOU/`IDATIO/`I PLA/`IO;f= CAD FILE NAME: ►' x P:\2007\1555\CD\A-1 PROJECT TITLE: DATE: NSA PROJECT #: emschick Silverman Architects P.c. _ the business of ARCHITECTURE" JINGLE rAMILY R�/1DENCE ULY 50 2007 07 1555 _.. . ..- .. rAMI..LX .._.... _. _....... . _ _.. . _..... .. ........:.. � :::....... SCALE: DRAWING NO.: _ _. 0 EAJT MARIO/I, NX 11959 735 Deerfoot Path, Cutchogue, New York 1 35 .... ......... .. ............ . .... ............_..... ........ _.......... . .-.... AJ NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: h ttp://WWW_n s-c]rcl"1_c©m rLOOR PLAN NOR H 0 COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS PC. 1000 57 O4 10 JC ' — I *-*- C_S 1 LVE R MAN_9 25 08-1335-CHECKS PAGE 4-9124106 1 '.55'01 PM 4ql-3 11211 4 112 III 2 t-6 114 3'-0 3 O 2'6 114 Kill \ � \ I I �� I BEDROOM 3 GINlNG ROOM, I III A-1 A V�- EX15TINC7 HALL5,DCOR5 AND NIN[20k6 TO BE REMOVED .ND ................... ............. .......... non TV II ry EX13TINC, SINK BA T�4 LIVING&100t_� Z J O I I �, I v o 1111 H EXI�5 TIN67 w w II II II ;J III �' _ rt GARAGE 51NIN67.F�OO/Y, 'n > KITCHEN L 2- > t CATHEDRAL CEILING WALL DTL L _L j F EX15TIN6 NALL5, IF—_1111 11-11 1 F T,=---,-\l -------- DOOR5 AND WINDOWS dlJ 31-10 1511(911 — ILA j L_J _j L TO BE REMOVED.—API VED. .. ...... ...... ...... ...... ...... .... .... ...... . .. ... ==- ----- ...... ... .... ...... ...... ...... 114 REMOVE EX15 TIN6 GARAGE ODORS, //-/0 112" 7-0 CENTE R OF COLVlk N ...... ...... .. ...... ...... ... ...... ..... .... TYP 4 EXISTING L ---- RfMOVE EX15TINC7 KITCHEN PATCH HOLE JAI/TH MATCHING CARELILLK REMOVE EX15TIN(5 2 GAB/NETS ANL?APPLIAN6E5 ..... ..... ... ...... ... ..... ...... ... .. ...... ..... ... Fri F_ HOO,9 FLOOR ANERE 5PIRAL 6ON6RE7E 57EP5 AND LAN91N6, 5AL VAOE ALL STONES FOR O 112 PAINT TO NA TCh. P RE115E IN NEW RETAINING HALL F=-- 5TAIRCA5EHA5 REMOVED. AND STEPS. EX15 TINS DOUBLE CLUMN5 ... ...... ...... ..... ...... .... ..... ....... ...- ....... ..... ... WIT HAL F AALL. (4)LEAF ABOVE BA . ..... ..... I - � .. � �­*�� �.,. I. . . . . 11 n TH BI-FOLP O cp 4 L'IVIN67 DOOR 4-5 112" 3'-O"OAK RAIL . ....... ...... ... ...... ...... ...... ...... -.66 4 Q DOUBLE �,OLVMN5 WITH HA L F HALL, 57VD)e 101 .... ...... ...... .... ...... .... ..- . ....... ... .. ..... .... UP 2 14 RISERS 5CAir E Ile" I,-O I- ;11 I OF 112" TREADS /11 N051NO EXI-5 TIVI-, I ( I - - I POINDFIe '-10314 5t-I 112" 51-q 51� 11 t­1O_q14 N O 106 UO Ez NEW 5 TA IR TO BA5EMEN j�� IT11 WITH RAILIN&AS PEP, W58�,. II II FOYER TRAY GEL ZING O IFIr CLOSET itl If ao_,:w_-7 HALLAWI II ABOVEO S, losLAUNPRK -Olt 102 4 O O 109 O 10 I Ili O ROOM D-- 103 Ve" ' O BEDROOM I li EX13 TNO- CATHEDRAL CEILING NEW 12XI2 CEDAR COLUMN. REFER TO L?TL 31A-7. LX O - O 05 O O � , _21 I2- 314 1 [2'-5 514 NEH 5TONE RETAINIM6 HALL ANP 01 2-q 112 It 10 t ABOVE 11 5 7EP5 TO MATCH H EX85 TINC7 RETAINING HALL, V5E--5AL VA&ED Fp 5 TONE FROM PEMOL/'/TION OF IS } .��� .J�� .1.����� ���O I ( I I I EX15TINC7 STOOP. 00 0j/ 0 Of TO ABOVE II I EX15TIN(5 RETAININ6 PKALL A-1 TO REMAIN 3'-2 114 3 1-0 11 -13 1-0 11 3'-2 114 3'_e 314 5 t-e 514 3'-2 31-01, 31-01, 3'-2- 12�4 112" _-7c:6 PORCH 12'-4 112" 7�-5 112" Ir 1511),fr-T /10T FOR CO/YTRUCT10/1 7� 34�-2 112 Ir Ir SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCIRPTION: 7/25/08 REVVr_I)Af PER ZP)AA /� ��� / 8/28/08 bI1?JET M/T FLOOR PLAN AND DEMOLITION PLM =E =�114 P CAD FILE NAME: P:\2007\1555\C[)\A-2 PROJECT TITLE: DATE: NSA PROJECT Nemschick Silverman Architects P.C. _fOGLE FAMILY RUIPL110E JULY 50, 2007 07-1-5-55 ...the business of ARCHITECTURE." .. ........... ......... ......... 2555 CLUAR LML SCALE: DRAWING NO.: ....... ..... /IX CA/T MARIO/i, �ix 11959 735 Deerloot Path, Cutchope, New York 11935 .............. CE"""'TR . ..... Phone 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-2 A-1 �D12 LED -73,_10 rLOOR PLM 10R�TP11___ 0 COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 57 04 10 jff C C—SI LVERMAN-9 25 081335CH ELKS PAC E 5- 9124/06 1 :55-01 PM O- �J L T A-1 Q314 x 16 "LVL 61 In L J r TRIPPLE P05TIN EX15TINC7 HALL FOR NEW BEAM. 14 EXP05ED(2)2X6 C T 6 48mo.6 WRAPP ED IN 4N IMBER FL?R 5 T11\16- CATHEDRAL ar7 151E5FOOM 3 KITCHEN 2)(132 RR 0 IF O.C.__' 2X12 RR (5 O.C., REPLACE EX15TINC7 BEAM, PROVIDE 0 R-36 GATT IN5UL. W R-36 BA'77 IN5U) . 13 (4)2X4 P05 T TEMPORARY 5H0R1NC7A5 REQUIRED.- (4)2X4,50�--\ N 7FLU5H BEAM#6 -(3)1314"X 11-112' LVt {KITH L6 BEAM#3 (23/4X _112`L " II 1-314 HDR I',I, O � I I I I I ....... ..... ..... \3 rN#7 �7- 14 x L VL Q;I 0 � Q; E EX/5 T//\/O- BA TH > > Z i II 4 ZT, N O 20'-10" 4X4 POST UP TO R1L?&E BUILL?HALL ON TOP OF 4 X 12"LA P11TY Hk AM, EXTEND 11P TO W BEAN ib BE �DY '61-1 -i �� I -:1 � �ljpL�A,-EWJ015THAWER!5 RAF7ER5 AND RIDGE X I FL 05 7(3)1-314"X fi-1/2%VL WITH 112 X H-112'571 Fr.-"-,,, DIO T �� �0 EX13 TIN67 .... ...... 5E_5114�00M 21 ... ....... ...... ...... . . ... CUT ENDS OF EX15 TINC2 .... .... .... ...... 11 5-N CEILING J015T, HANG FROM (2)1-_3314'x11- Ot���j NEW FL05H FRAMED BEAM REMOVL:EX15TIN6 2X6 T. CiII lob v `�Z_�&J_h_2�_"(5C. F07R LATHE Z-,rA CEILING 1�)To EMAI ` _-_ _ O 61 /6 O.C. 2X6 Cj 0 /6 0 O.C. 2X6 CJ 0 - - - O I 16 N O.C. (2) 1-314`X/4 vL HDR BEAM ao5L-7 11X 7-112 11 L A EXISTING 2?1,(2 IF T 6J 6 24'0.6. CLO-liff T HALLHAK 4X4 P05T TO REMAINI II BUILD HALL Up TO?9_��T TH M1,SPA UP TO L?5L 5PA .RAFTERS AT, RAFT! LAUNDRY` IIA 102 0 101 EXP05ED(2)2X6 C T ROOM ..... ..... 0 46'0.C_ MAPPED IN 314- TIMBER FOR 103 CA TkEDRAL CLC7 (0 1-3141 HTq (2)1 0 16 N 6.4 X 11 1 �7E �E B� E T 0"REMAINI LAUNDRY" L EX15 T/N6- H�O, o (2)2X5WDR ' ` -314x7-WLVE(2)1 F(4 1314 L VL 21 0 ABOVE Pi0jr-T /10T roR co/i/TwcTioii SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 7/2Y08 Rf_VVFUAfP[RZ5A ZN 8/28/08 bII?_/-r_T �I/�5 -5 T�RA� ��AN r1R_/T rLOOR-/TRUCTURAL PLAN 56ALE = 114" CAD FILE NAME: P>:\2007\1555\CP\A PROJECT TITLE: DATE: NSA PROJECT Nemschick Silverman Architects P.C. fl/IGLE FAMILY Rr-ADUCE DULY 50, 2007 07-1555 Ahe business of ARCHITECTURE." . .... ........ ................ 2555 CEDAR ILME SCALE: DRAWING NO.: 4 NOW LA/T MARIOA ff 11959 _f ARI 735 Deerfoot Path, Cutchogue, New York 111935 ............ ............. M A NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: http://\tvvv\/v-n:,c-,-.-arc--h -(--c:)rn FLOOR PLAN /NOKAL_ 0 COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C.1 1000 57 04 10 Jc A-5 i - - C_SI LVERMAN_9 25 08_1335_CH ECKS PAG E 6 -93124106 1 :55:01 PM i EX15TIN6 2X6 ® 24"O.G. / 2X12 RR® l6'"O.G. 2X/2 RR® l6"D.G. EXISTING 2X#RR ( / W/R-36 IN5UL'ATION I W/R-36 INSU N LATIO ® 24"O-G. p -5 7/6 � � w /7'-q Ve 10 EX15TIN6 2X6 GJ 24"O.G. _� O 5'-6" _ � �� 2-2 5'-6 2'-2° 2-6 IO W 71 I k2'LyL HDR Il I 13/4 i / z I lil I I \`? ry 0 O Q II I HANGER I llll � I ti 4x4 P05T = 4x4 P05T I a` `1 " 2 N nl � jl ;li � — — — — — — — — k I I. ... ......- EX/5TlN6 5/4 NON STRUCTURAL RIDGEI 2x12 Rl w I - - --- - - - - 0 5T0 GE N _ � II ti I HANMG RN k : � d v IY w ® KST IDG v° w I N p q; I `�' v k ° I I' 2x10 RR 0I6"O INTIDN = - I 2x10 RR® NSULATION BAIT WITH R 30 BATE III I \ w z G w ,� N WITH R-30 w N 5 411 \ I zz1� I I 2x10 L/AY OVER I(7 VALLE UTILITY 0 jil / Y YPJ ; ,jl, II ;I ROOM ;I I ° \ N p RRI®T 24"G2.6. II' 201 O !I I u� LO D ARl G lV L L I EXl5TIN6 2x4 - \ RR® 2 O.G. 01 3/4" -1/2'L�- NDR I k RN0 / 4X4 POST ONTO W -Q q w I i�-.. , 6„ 2'-2" 2'-6 I/2N 2 7 I 1/2 I \ IJBI. 2X/2 2 I I k 17'-q Ve" - _ - - - -1 I I \ 0 v ;;;2,k�;10 RR � 2X/2 RR® I6"D.G. 2X/2 RR® l6"O.G. EX 2X4 RR�w 24" G. EX 2X4 RR 24"O ` W/R-36 IN5ULATION W/R-36 INSULATION � J 2X6 OUTLOOKER® 0"O.G. PS 1 P f r-T /1 OT rO R CO/VTRU CTI O/y SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: f DATE: DESCRIPTION: 725/08 REVi/E[)A/PER Z2)A 728/08 NDJET 657 /1=`�L_A INV ROOF FRAMING PLA/1 CAD FILE NAME: P:\2007\1555\CD\A-4 PROJECT TITLE: DATE: NSA PROJECT #: emschick Silverman Architects P.c. "...the business of ARCHITECTURE." IDENCE 200 Y 50, -L 7 07 1555 ..... ............. .. - . .. .... .... . _ . .... .... _. _.. .. _............ SCALE: DRAWING NO. S D ._. EA,/T MARIO/'i, NY 11959 735 Deerfoot Path, Cutchogue, New or - - - - - A- NOTED Phone : 631-734-7007 Fax : 631-734•-7347 r1000 T: SECTION: BLOCK: LOT: DRAWN BY: http://www_ns-arch_c�om FLOOR FILM NORTN �COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C. 57 04 10 f C - I - i C_SI LVER MAN-9 25 08_1335_CH ELKS PAG E 7- W24106 1 .55'01 PM I RA15E EX15TIN6 5TONE �- CHIMNEY. MATCH EX15TIN6 5TON_E i I: ROOF EXTEN51ON EX15TIN6 BEDROOM GABLE NEW ROOF FRAMED NEW SHED ROOF, Z NEW GABLE WITH RIDGE WITH NEW TRIM MORK. OVER EX/STING. PITCH 314 TO 12. VENT. MATCH EX15TIN6 NEW 6ABLE W/TH R/D&E VENT. O GABLE PITCH. AL ION R/DOE 171E/6HT EX15TIN6 GABLE WITH NEW TRIM WORK. it �TO RAL I DECORATIVE CEDAR i I i I /2 A PHALT H/N&LETGH % I 8 � ' I EXl5TIN6, TYP. ALL NEW BEAM, TYP. OF. NEW FLAT EPDM ROOF I I I OVER FRONT PORCH. 12 /2 HEADER HT. Iq 20 18 I 21 ELEV 14'-/O"AFF TOP OF PLATE i. EXP05ED RR WITH SOFFIT ELEV 8'-D" �--- -- - VENTS TO MATGN HOUSE. HEADER HT — ELEV 6'--6"AFF FAUX EXPOSED RR LOOK W/TN ��lNX/2 CEDAR S 25 26 SFF SOFFIT VENTS AT EX15TIN6 ELEV 9o8RAFF CONDITIONS TO MATCH NEW. Oq 10 6EILIN6 HT NEW CEDAR 5HAKE5 OI 02 03 O4 05 O6 07 IOS Og ELEV 6'--6"AFF WITH 5"EXP05VRE, TYP. EX/5T1N6 BA5EMENT �— W/NDOW5 TO REMAIN 15T FLOOR F.F. MI MI EE11Fm ELEV O-O UNDER NEW DECK. N _ _ _ — — J FF = a� .5 NEW CEDAR 5HAKE5 113 WITH "EXPO51/RE,, TYP. i O EXP05ED RR WITH SOFFIT__j VENT5 AT NEW CON5TRZTION. GARAGE OL ELEV O'-0" EX15TIN6 5TONE RETAINING NEW 5TONE 57FP5 TO MATCH -REMOVE EX15TIN6 5TG'OP, t"=�x"?CA/T EL 6 VA 7/0A/ WALL TO REMAIN. EX15TIN6 RETAINING WALL, U5E 5AL VA6E9 5TONE FOR REU5E. 5ALVA&ED 5TONE FROM DEMOLITION OF EX15TIN6 5TOOF 5ABLE _ 1/4" = l'-o" TREAD5 5HALL BE BLUE5 TONE . r I' RA15E EX15TIN6 CHIMNEY. I TGN EX15TIN6 5TONE. 000a NEW REVERSE 6ABLE WITH NOTE: j; A5PHALT 5HINOLE TO I MATCH EX15TIN6 PI TGH. REMOVE ALL EX15TIN6 VINYL 5/DING. REPLAGEW/TN CEDAR 5HAKE5 TO P EX15TIN6 6ABLEW/TH NEW 5HED ROOF DECORATIVE r EXISTING ROOF NEW REVERSE GABLE MATCH EX/Sr/NG ON HATER SIDE ELEVATION.NEW RE1/ERSE GABLE NEW TRIM WORK.' BEYOND, PITCH CEDAR BEAM, BEYOND. WI TH A5PHAL T 5H/N6LE WITH A5PHALT SHINGLE 3/4 TO 12. TO MATCH EX15TIN6. 12 12 TYP. TO MATGN EX15TIN6. I, EX/5TIN57 GABLE I BEYOND — �1 /2 � I NEW FLAT EPDM ROOF I I 3% OVER FRONT PORCH. i 22 , TOP OF PLATE ELEV 8 O HEADER HT NEW ROOF IV ELEV 6-,5 AFF (BEYOND) FRAMED OVER NEW L16HT FIXTURE A5 I EXI5T/N6. PER OWNER5 5ELE6TION. _ NEW 12X/2 CEDAR z EX15TIN6 DECK AND 5TA/R 12 COLUMN WITH HALF IIA II 13 14 TO REMAIN. WALL A5 HAND RAIL. 46aUMN5 TO MATCH COLUMNS AT lST FLOOR FF. FIN15HED FLOOR 1PORGN, REFER TO DETAIL 2 AND 3 - [ON DRAW/N6 A-7. ELEV O'--O" _ / EX15TIN6 EX/5rIN6 / DOOR AND FOUNDATION 570P5 TO WALL. BA5EMENT. CI q 6ARA(___71C7 5111:;�JX A T/OA/ 2 SCALE = 1/4" _ /-o" b I D f r-T /1 OT rO R CO/i TR CTI O/1 SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 7/25/08 REVVF-P A/PER ZP A A 8/28/08 61DhT i ELEVATIO/Nf CAD FILE NAME: 1 i P:\2007\1555\C1)\A-5 PROJECT TITLE: DATE: NSA PROJECT #: Nemschick Silverman Architects P.c. _1555 S ".. .the business of ARCHITECTURE." TINGLE FAMILY RFJI�ENCE Y 50, 200 07 " MAR /IX - 2555 CEPAR LME SCALE: DRAWING NO -- rAM1LX­RL I�PMCE. �TR _ EA,/T MARIOA, ff 11959 735 Deerfoot Path, Cutchogue, New or - AV/10TED Phone : 631-734-7007 Fax : 631-734-•7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: — http://WWw.n s-arch .c©m FLOOR PLA/1 AORTHI 0 COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 57 04 10 f C A5 I I - -C SI LV CRIVIAN 9 25 08 1335 CH ELKS PAG E 8 - 9124/06 1 .55,01 PM NEH CEDAR 5/DING TO MATCH EX/5TIN6 EX15TING 5/DIN6 TO REMAIN Fa IJ � NEH GABLE HITH RIDGE VENT. NEW REVER5E GABLE HITH A5PHALT 5HIN6LE TO MATCH EX15TIN6. NEH 30 YEAR ARCHITECTURAL A5PHAL T 5HIN&LE5 TO MATCH - E EX/5TIN6, TYP. ALL NEH ROOF. 12 /2 12 12 HEADER HT. ELEV/4'-lO"AFF / -"- TOP OF PLATE OL EXPOSED RR W/TH SOFFIT u ELEV b'-D" 1/ENT5 TO NAATGH HOUSE _ — — _ _ HEADER HT iV ELEV 6'-8"AFF 2ND FLOOR FF. 28 02q 30 31 f ELEV e -8 AFF Q Ah 6EILIN6 HT - ELEV 8'-6"AFF TT --__ 1ST FLOOR F/N/SNED FLOOR F.F. ELEV O' - ---- , --O" I NEW CEDAR. 5HAKE5 HITH j 5 EXPO51 E, TYP. MATCH 114 NEH CEDAR 5HAKE5 CEDAR ON iHOU5E. H/TH 5"EXPOSURE, TYP. _ GARAGE ELEV O'--O" — XA Tj�FR ELEIA 7/0/Y 56ALE = 114" } 11 � I }I li I NOTE. i REMOVE ALL EX/5TIN6 VINYL 5/DING. REPLACE HITH CEDAR 5HAKE5 TO MATCH EX15T/N6 ON HATER 51DE ELEVATION. REMOVE EX15T/N6 VINYL 5/D/N6. MEN CEDAR 5HAKE5 HITH 5"EXPOSURE, TYP. MATCH EX15TIN6 CEDAR. - --— -----— — TOP OF PLATE ELEV 6'--O" HEADER HT ( - ELEV 6'--8"AFF E:l ........................ ........... ................................. .................. 5r FLOOR E L FF I E EV O'L I .... . I •' ..:...:.:...:.:...::.... .. ..... .... . . ..._ v� p .... 017 hh0/ ................:....i....... .....'.......l..................L....-....-.. -..,. fTd °hp ...:......... .......t...;..........:.... ..-. t, Lacs i 5 I I I I TWO 7/0/\/ bID,J'r-T /SOT FOR CO/!1TRUCTIO/l SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 7/25/08 ReVVT-=D AJ PER 75A 8/28/08 INUJU ELEVATION,/' CiAD FILE NAME: a P:\2007\1_555\CD\A-6 emschick Silverman Architects P.C. PROJECT TITLE: DATE: NSA PROJECT #: •: ", ..the business of ARCHITECTURE." IMIC DULY 50, 2007 07-1555 -- - SCALE: DRAWING NO.: /I'-- rA M I '":R LYI ' '' r "' MAR101 _. P - o EA../'T MARION, NY 11959 735 Deerfoot Path, Cutchogue, New York 11935 - - - - Af/IOTED Phone : 631-734-7007 Fax : 631-73�4-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: r. http://w\Arw.ns-arch .�orr �rLOORPL�NNORTf� /C 0 COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 57 04 1 O - -C_SI LVERMAN_9 25 08_1335_CH ELKS PAG E 9-9,l24106 1 :55:01 PM I NEW FLAT EP9M ROOF OVER FRONT PORCH. 2X4 5/57.ERED TO RR 5/6"GDX PLYWOOD 5HEATH/N6 F In n n n I AT 16'O.G TRIMMED WITH AZEK BOARD I5#FELT PAPER r - - - - NEW COPPER 2X/2 RR WITH R-36 BATT -2X/2 R/D6E, I�IATGH HEIGHT�JF FLASHING WITH DRIP INSULATION. PROVIDE BAFFLE -2X/2 RR® 16"D.G. WITH R-36 EXP05ED(2)2X4 GT 0 46"0.6. EX/5T/N6 R/DbE. I EX/STING ROOF - -- EDGE OVER SAVE. FOR AIR FLOW -L BATT INSULATION. PROVIDE WRAPPED /N 3/4" TIMBER FOR I I RAFTERS TO REMAIN. l-O 0 0 0 BAFFLE FOR SOFFIT VENT. CATHEDRAL GL6 I I REMOVE EXl5TIN6 CJ ICE-5H/ELD MEMBRANE FOR TRAY CEILING. EX15TIN6 GABLE WITH 5HALL EXTEND 24"UP FROM NEW OUTLOOKER AND INSTALL BLO6K/N6 EAVE• AZEK TRIM. 'D.G. BETWEEN EACH 30 YEAR ARCHITECTURAL 2X/O RR AT/6 FP-�` EXPOSED ROOF A5PHAL T ROOF 5H/N57LE. RAFTER. (z -NEW FLAT EP ROOF (L (2)2XlD CEDAR GUT TO `o ® ❑ 2��2 �2R RJR 9M OVER FROM oRGH. SHAPE, INSTALL ON b COPPER GUTTER WITH EITHER SIDE OF COLUMN. f ` LEADER I �� 2XlO R NEW 2X6 GJ® 16 0.6. �. W/R-I6 BATT IN5ULATlON FOR NEW TRAY HEADER HT (2)2X/2 NDR WRAPPED AT lD'-O"AFF. -I ELEV 6'--B"AFF /N AZEK BOARD. I l I 5/4"CEDAR FA5GIA BOARD I I STUDY DYER 1 TGHEN I 12X/2 CEDAR COLUMN. j PROVIDE GONTINUG'U5 I I A-� o (2)2x6 UPSET HEADER SOFFIT VENT STOVE REF 12 " — I v CA5/NG $ TRIM AT WINDOWS G ,o 0 0 o J I cr 5HALL BE AS SPECIFIED. 3 � A-1 ff `� I5T FLOOR F. r ELEV D'-O" I NOTE: 111211 lNF/LL ALL VOIDS AT 2X/0 IFJ® I6"O.G. W/TH I WINDOW OPEN/NG5 WITH T I I FIBER IN5ULAT/ON OR 5PRAY R-30.GAT INSULATION AND VENTEDBEAD r I EXISTING 5TONE 4"CEDAR TRIM. ry IN5VLAT/ON. DO NOT OVER BOARD 5OFF/T. I I EX15TIN6 I I RETAINING WALL ry PACK. TO REMAIN. I BASEMENT L J l"CEDAR TRIM. COLUM4N5 TO MATCH COLUMNS AT PORCH, WINDOWS 5HALL BE A5 REFER? TO DETAIL 2 AND SPECIFIED. 3 ON DRAW/N6 A-7. /0"WALL BEYOND 5/LL $ TRIM AT W/NDOW5 WRAPPED 6"WIDE CEDAR I I -�i I SHALL BE A5 SPEC/FIFO. I PLANK5, VERT. I EX/5AN6 PROPANE TANK5 I N 0 TO BE RELOCATED. l'2 m kl TGHN 5/4'X4'CEDAR DECKING I I �v I � � �/� yIj��l WITH I/4"GAP FOR I I TYVEK PAPER DRAINAGE. I CL 1/2"GDX PLYWOOD SHEATH/N6 SCALE = 1/4" _ l'-O" I I I FIBER BATTING IN5ULAT ALL W ON FIN15HED FLOOR A5 z 5ELE67E9 BY OWNER 3/4"PLYWD. SUB-FLOOR 6X6 AGO P05T. REFER TO 4 NAILED AND GLUED TO FJ. I 5HEET A-6 FOR CONNECTION DETA/L5. 2X/0 FJ® l6"O.G. H/R-30 BATT INSULATION. N 2XI2 R/96E W/R196E VENT. EXISTING 6R.4DE d = z W +I / O d RIDGE STRAPPING 0 16"D.G, i.a `° 4 - 3/4" 31411 CEDAR SHINGLES A5 2 //2 5 //2" 2 //2" 2X4 GOLL�AR TIES® 46 O.G I .I a b 5ELE6TED BY OWNER 30 YEAR oARCHITEGTURAL A5PHAL T 541%LE5 TO MATCH IOX/O GONG. PIER WITH EX15TINO ON 15 POUND TAR 2OX20XIO FTC, MIN 3' (2)2 X/2 H9R PAPER ONE "PLYWOOD W/ BELOW GRADE. w HURR/CANE=CLIPS lf 4'WIDE �I ' '••I- - m r �. . Z � a B/TUTNENE�lGE SHIELD TYP.GE/LING HT ALL NEW ROOF. VENTED BEAD BOARD SOFFIT. I a I a ' I' a ' I ELEV 7'--5"AFF I I i /2 12 2X105 ROdOF RAFTERS I; AZEK 6" VENTED FASCIA W/R-30 BATT. I -• = ,.=_�_ • COLUMNS TO MATCH COLUMNS 6 6 ® l6"O.G.INSULATION/(TYP) = - - - J AT PORCH, REFER TO DETAIL 2 AND 3 ON DRAWING A-7. _6 CARPET W/PADDING ON j" 'n PLYWOOD ON 2XI2'FLOOR 1/2"5HEET'ROCK ON 2X4 STUDS �"X 4'-O'D SECOND FLOOR 6 16 O.G. Y41 DOUBLE 2X4 TOP d yl I 5IMP50N 5TRAP5 6 I6 O.G. JOOST® 16 0.6. W/JOIST BOTTOM PLATES i HANGERS W/R-30 BATT (3) �"X l2?"LA W/(2)�"X Il" INSULATION � �� ry 2N9 FLOOR F.F. 5TEEL PLANES W/J0I5T N \ 0 ELEV q'-6"AFF HANGERS — SCALE _ P _ l'-0" m � 6EILIN6 HT :o - -- - ---- - - - -- ' --- -- - NEW CON5'iTRUGTION /-6 I ELEV 6'--6"AFF j- EX15TIN6 5TROCTURE t F I 6X6 PIT WOOD P05T AL/6N W/CNTR OF FT6 BELOW iL = 2X6 P/T WOOD BLOCKING(T)P) D CEDAR 5H)AKE5 W/5" ------�-� � EXPOSURE_ON TYVEK VAPOR ��L L l°CLEAR CEDAR TRIM ALL AROUND. I/2"5HEET R K 5HEATHIN6, BARRIER ON 1/2"PLY WOOD � M/TR'.E ALL OUT5IDE EDGES AND JOIN ON ALL EXl 7� G WALLS B 5HEATHIN67(T(PP). W/GLUE AND BISCUITS, CEILING 114 j SCALE _ 1/4" _ l'-O" GARAGE ELEV O'-O" l .'n, i.,;'••' .:♦:;i:� �,w,:+;.• Fl•r vt:.:+t.'•:"' ;=s;Y{•:.;,•:•,•.: •`•;. •4 t=. �� �(f�al FS '�.! • �?•vtr=1"' fi?`�`.�'4....i w'woC Pi'•'•'T':``. .:.G:i_':':.•.. Y.'..1,.Cn�.'" y.�'v+.. _ —__ --_ SCALE = 3" _ l'--O" EX15TIN6 GONG. 5LAB d FT6 IJ I D f L.T / 1 OT I O R CO/ ISTR U CTI O/ 1 SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: T/OA/ TH404,,,,16H ((( DATE: DESCRIPTION: CI I 6 7/28/08 RE-/T-T !�/PERZ6A 5,6C 8/28/08 61D./C.T SCALE _ 1/4" = l'0" ELEV�TIONf CAD FILE NAME: P:\2007\1555\CD\A-7 PROJECT TITLE: DATE: NSA PROJECT #: emschick Silverman Architects P.C. _ - . ". . .the business of ARCHITECTURE." f l/1GLE FAMILY REfIDENCE CAL - - - E. PAWING NO.. r - ._ _/I E�,/T MARION, NY 11959 735 Deerfoot Path, Cutchogue, New York 111935 MARI _. - �f NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-7 http://www.ns-arch .ccom p ^ /� N LI LOOR PLY-/1 /IORT� -- _ _-_ _ - COPYRIGHT 2008 NEMSCMCK SILVERMAN ARCHITECTS P.C. IOOO 57 OQ lO f C ax - a'�rs i *- - C_SILVERMAN_9 25 08_1335_CHECKS PAGE 10 -9124M 1 :56 01 PM i I i MIN.6" 0 NJIO G.J. ® 16" o.G. ANCHOR BOLT PLACEMENT RAWIN65RAGTI ag GOT�TINUd�b D H Z MP M PAPT LSTA-" RICOM YewH3 SIMPSON GONNI•GTOR . •lALN � �#— 2%RIDiC ® o v. . . . . . . . .. —7 . . . . . . v . . . I> . . . . . . . I> 2 x RA-nm 0 16, i (5) 1-5/4" x II--f/®" MICROS • • • ' ' ' ' ' ' ' ' H2 KNI IGAFE . . . . . . .. . a. .v. . . . . . LIP C 0 16, . . . . . . . . SILL PLATE SEE PLAN FOR SIZE, TYPICAL. CONC. FND. WALL. • • • d• v• • m FLOOR CONNECTION DETAIL RAFTER/TOP PLATE CONNECTION DETAIL 7RI1^J6E< flE!T.41L I J19 PLAN ® CORNER-}=DN. 1 Simpson Strong—Tie CCQ46 CUT I I I Use every other nail hole LENGTH nI II in a row to provide the I I V code—required minimum END HOLD DOWN 5EE CONTRACT �z center-to-center 8d NAILS DRAWIN65 do e' LEINGTH 3 O.0 spacing for nailsEnN Oo ' ~ O (V lu IMPSON p O N}. H2 HURRICANE _ -A CLIP® 16" 1=RAMIN6 CLEAR \ o � O FOUNDATION SPAN \ CU 0 5TUD WALL 5EE PLAN n FOR 5IZE&5PAGIN6 a 8d NAILS TYPICAL. 0 3 O.0 END a 4 Provide minimum 7.. LEINGTH end distance a ` a Equal number of specified nails in each end Simpson Strong—Tie Simpson Strong-Tie CS Coiled Strap AE?A44 (ABA66 SIMILAR) LOAD P�.TH/FLOOR FRAMING DETAIL RAFTER/TOP PLATE CONNECTION DETAIL PLAN Cs� GOR11\lER-FRAME o • ® •• SIMPSON LSTA565TRAP6 16"O.C. �, v WRAPPED ARO'✓.JD L "^ .• 04 WOOD SIMPSON H-3 DOUBLE 2"SILL PLATE POST HURRICANE U.C. c: K2'D/A. (4)IOd NAILS RU BOLTS (2 NAILS .,. S°uthh DOUBLE JOIST "DANGHOR acLr (TWO jr EACH PLATE) :: ••• L3ca !)((j IOu✓ AC4 ® POST(ONE O.G. O STORY HOUSE) uStCps •`.. 'ie n 1 2'Oi DE EA. SIDE) ®&'O.G.(ONE STORY HOUSE) S/ 5 8'DIAM. ANCHOR BOLT j U210 0 4'O.C. (TWO STORY HOUSE) _ SIMPSON P844 v•: HGR. B 16 ;�,;•.: ® 6 O.C. (ONE STORY HOUSE) POST BASE CONTRACTOR SHALL CONTACT A SIMPSON REPRESENTATIVE TO ad. as p0°•. ?• •i REVIEW JOB CONDITIONS AND DETERMINE ALTERNATE METHODS OQ . ' OF PROVIDING RESISTIVE CONNECTORS IN ORDER TO PROVIDE A o° 00$ ` COST SAVINGS TO THE OWNER REVIEW CHANGES WITH BUILDING OFFICIAL PRIOR TO MAKING CHANGE. Simpson Strong-Tie HD2A PORGI•-I/nirGiG/f-IOUS)= CONNECTION fl�TAIL PORGf-I/DEG1G/JOIST GONN�GTION DETAIL FOUNDATION WALL/FLOOR 1=RAMIt+1G fl�TAIL Simpson Strong—Tie HTT22 15I1),f r-T /10T FOR CO/! TRUCTIO/y SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 7/25/08 REVI/r_[7A'PERZP)AQ ,/TA/11?AR17fTRAPPI/1G A/1D CON/1ECTION DETAIL CAD FILE NAME: P:\1335\CD\A-8 4 I PROJECT TITLE: DATE: NSA PROJECT : Nemschick Silverman Architects P.C. ,JINGLE FAMILYR�/1DE/10E "... DULY 30, 2007 07-1335 the business of ARCHITECTURE." 2555 CEDAR LANE . -.: . ... . ,..I. ...: ,._... .:.. ,... : r _ EAJT MARIO/1, IV 11959 SCALE: DRAWING NO: 735 Deerfoot Path, Cutchogue, New York 11935 AV NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-8 h tt p=//www_n s-arch _co m FLOOR PLAN /10RTH 0 COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 57 04 10 f C I E I *-*-C_S I LVE R MAN_9 25 08_1335-CHECKS PAGE 11 -9124106 1 ,55,01 PM � NA I L I N6 5GHE1%L r= EX1'05URr II� II 1.0. ROOM MANUF;AGTURER MODEL R.O. REMARKS NO. TYPE UNIT DI MEN510N MATERIAL FRAME HARDWARE REMARKS NUMBER OF NUMBER OF JOINT DESCRIPTION NAIL 5PAGIN6 HOU5E COMMON NAILS BOX NAILS F/R5T FLOOR WINDOWS /Ol L.H.R.I R.H.R (2)2Lb"x 6'-6" 50L10 GORE MA50NITE PRE-HUNG WOOD 6LO5ET LOGK5ET O O F f R A M I N G O/ EX5T. BEDROOM I MARV/N'OR EQUAL W6M2436 2'-l"X 3'-0 q/l6" L.H. RAFTER TO TOP PLATE (TOE-NAILED) 3 - Sd 3 - IOd PER RAFTER 02 EXST BEDROOM/ MARV/N'OR EQUAL W6M3646 3'-I"X 41-0 9/I6" L.N. /HDR HT 7'8" 102 R.N. 2'6"x 6'8" 50LID GORE MA50NITE PRE-HUNG WOOD PRIVACY LOGK5ET 103 R.N. 2'-6"x 6'--8" SOLID GORE MA.-.x2NITE PRE-HUNG WOOD PRIVACY LO6K5ET CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - ad 3 - IOd PER JOIST 03 � EX5T. BEDROOM I MARV/Nf OR EQUAL WGM2436 2'--l"X 3'--O q/16" R.N. _— 6EILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAILED) (HEEL JOINT) 04 BATHROOM I MARVINI OR EQUAL l^1GM2436 2'-I"X 3'-O q/16" L.N. 104 L.H. 2'-6"x 6'--8" 50LID GORE 11050NiTE PRE-HUNG WOOD PRIVACY LO6K5ET RAFTER SLOPE: 3:I2 22 - 16d 22 - 40d 105 5LIDER (2)2' 05 BEDROOM I MARVIN(OR EQUAL WGM2436 2'--I"X 3'O q/16" L.H. --6 x 6" '-6" :12 I7 - I6d I7 - 40d SOLID GORE MASC:AVl7l: PRE-HUNG WOOD FINGER PULL 5 5:12 14 - Ibd 14 - 40d EACH LAP 7:12 10 - I6d 10 - 40d 06 BEDROOM l MARV/NI OR EQUAL W6M3648 3'-I"X 4'-O q/l6" L.H. /HDR HT 7'-8" l06 L.H.R.I R.H.R (2)2'-6"x 6'-6" SOLID GORE MA5014i I PRE-HUNG WOOD C05ET LOGK5ET 11:12 AND 6REATER b - Ibd 8 - 40d 07 BEDROOM l MARV/Nf OR EQUAL WGM2436 2'--I"X 3'-0 q/16" R.H. 107 L.H. 2'-6"x 6'-6" SOLID GORE MA50WITE PRE-HUNG WOOD PRIVACY LOGK5ET GEILIN6 JOIST LAPS OVER PARTITION (PAGE-NAILED) RAFTER SLOPE: 3:12 22 - Ibd 22 - 40d 4:12 17 - I6d 17 - 40d OS FOYER MARV/Nf OR EQUAL WGM2636 2'--5"X 3'--O q/16" L.N. IO6 L.H 3'-O"x 6'-6" WOOD/HALF 6LA55 PRE-HUNG WOOD ENTRY LOGK5ET CRAFTSMAN 5TYLE 5:12 14 - I6d 14 - 40d EACH LAP 1:12 10 - Ibd 10 - 40d Oq LAUNDRY ROOM MARV/Nf OR EQUAL PV6M2636 2'-.5"X 3'--O V16" L.H. IOq POCKET DOOR 3'--O"x 6'--8" FRENCH WOOD 6LA 55 POCKET FINGER FULL TEMPERED 55LA55 9:12 AND 6REATER a - I6d 8 - 40d l0 LAUNDRY ROOM MARV/Nf OR EQUAL W6M2636 2'--5"X 3'--O q/16" R.N. 1/0 R.N. 2'--6"x 6'--6" 50LID GORE MA501N/TF. PRE-HUNG WOOD PR/VAGY LOGK5ET COLLAR TIE TO RAFTER(FACE-NAILED) RAFTER SLOPE: 3:12 7 - IOd 7 - 12d Il POWDER ROOM MARV/Nf OR EQUAL WGM2636 2'-5"X 3'-O q/l6" L.N. 111 BI-FOLD DOOR (4)2'-6"x 6'-O" FRENCH WOOD 6LA155 BI-FOLD DOOR PRIVACY LOGK5ET TEMPERED GLA55 4:12 6 - IOd 6 - 12d 5:12 4 - IOd 4 - 12d PER TIE 11A LAUNDRY ROOM MARV/NI OR EQUAL W6M2636 2'-5"X 3'-O V16" L.H. I 112 POCKET DOOR 4'-O"x 6'-O" FRENCH WOOD 6LA 55 POCKET FINGER PULL TEMPERED GLA55 6:12 AND GREATER 4 - IOd 4 - 12d 12 STUDY L.H.OR EQUAL WGM3672 L.H. /NOR HT V-6"WITH TEMPERED 6LA55 GARAGE BLOCKING TO RAFTER (TOE-NAILED) 2 - ad 2 - IOd EACH END l3 KITCHEN MARV/NJ OR EQUAL WGM2636 2'-5"X 3'-O q/l6" R.H. 113 GARAGE DOOR /0'X 6' WOOD/GLA55 + OVERHEAD ELECTRICAL OVERHEAD CRAFTSMAN 5TYLE RIM BOARD TO RAFTER (END-NAILED) 2 - I6d 3 - Ibd EACH END GARAGE DOOR OPENER WITH 6RILLE5 6RAFj l4 KITCHEN MARV/NJ OR EQUAL WGJ 12636 2'-5"X 3'-D q/l6" L.N. 114 GARAGE DOOR (2)4'X 7' WOOD/6LA55 SWING DOOR NO RTILLES 5T1'LE V�( A L L R A M I N I 15 KITCHEN MARVINJ OR EQUAL W6M2436 2'--I"X 3'--O V16" L.H. /NO 6RILLE5 I15 R.H. 3'-0"x 6'-6" 500D GORE MA50M/7F PRE-HUNG WOOD ENTRY LOGK5ET CRAFTSMAN STYLE TOP PLATE TO TOP PLATE (PAGE-NAILED) 2 -Ibd 1 2 - I6d I PER FOOT _ � WITH GRILLES 0 1 KITCHEN MARV/NJ OR EQUAL WGM3636 3'I"X 3'D q/16" L.H, /NO GRILLES 20/ R.H. 2'-6"x 6'-6" SOLID GORE MA50h'd11r PRE-HUNG WOOD PRIVACY LOGKSET TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 - Ibd 5 - I6d JOINTS -EACH SIDE 17 KITCHEN MARV/NJ OR EQUAL WGM2436 2'-l"X 3'-O q/l6" R.H. /NO GRILLES STUD TO STUD (FACE-NAILED) 2 -Ibd 2 - I6d 24" O.G. '- HEADER TO HEADER (PAGE-NAILED) I6d Ibd 16" OG ALONG EDGES TRANSOM WINDOWS - TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - Ibd 2 - 40d PER STUD l8 ATTIC MARV/NJ OR EQUAL WGM2424 2'-l"X 2'-O q/I6" L.H. BOTTOM PLATE TO FLOOR. JOIST, BANDJOIST, ENDJOIST OR BLOCKING lq HALLWAY MARVINJ OR EQUAL WGM2424 2'-l"X 2'--O q/l6" L.N. (FACE-NAILED) 2 - Ibd 1,2 2 - Ibd I� PER FOOT 20 HALLWAY MARVINJ OR EQUAL W6M2424 2'-I"X 2'-O q/l6" R.H. F L O O R F R /&� M I N G 2/ BEDROOM/ MARVINJ OR EQUAL W6M2424 2'--l"X 2'--O q/l6" R.H. JOIST TO SILL, TOP PLATE OR C71RDER (TOE-NAILED) 4 -bid 4 - IOd PER JOIST 22 ATT16 MARVINJ OR EQUAL W6M2424 2'-l"X 2'-0 q/16" R.H. BRI061N6 TO JOIST (TOE-NAILED) 2 - ad 2 - IOd EACH END 23 KITCHEN MARV/NJ OR EQUAL W6M2424 2'-1"X 2'-O q/16" L.H. . BLOGKIN6 TO JOIST (TOE-NAILED) 2 - Sd 2 - IOd EACH END 6ARAGEW/NDOW5 BL06KIN6 TO SILL OR TOP PLATE (TOE-NAILED) 3 - Ibd 4 - I6d EACH BLOCK 24 5TORAOE MARVINJ OR EQUAL W6M2436 2'-l"X 3'-0 q/l6" L.H. LEDGER STRIP TO BEAM (FACE-NAILED) 3 - Ibd 4 - I6d EACH J015T 25 5TORAGE MARVINJ OR EQUAL WGM2436 2'-I"X 3'--O q/16" L.H. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - Sd 3 - IOd PER JOIST 26 STORAGE MARV/NJ OR EQUAL WGM2436 2'-1"X 3'-O q/I6" R.N. BAND JOIST TO J015T (END-NAILED) 3 - I6d 4 - Ibd PER J015T 27 UTILITY ROOM MARVINJ OR EQUAL W6M2436 2'-l"X.3'-0 q/16" R.H. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - Ibd 2 - I6d PER FOOT 26 5TORA6E MARVINJ OR EQUAL WGM2436 2'-I"X 3'-0 q/l6" L.H. — O Q S H E A T H I N G 2q STORAGE MARVINJ OR EQUAL W6M2436 2'--l"X 3'-0 V16" L.N. STRUCTURAL PANELS: EPANEL 06E5 SUPPOF INTERMEDIATE { TS 30 5TORAGE MARVINJ OR EQUAL W6M2436 2'-I"X 3'-0 q/16" R.N. T /,',,, ' u T INTERIOR ZONE 5 Sd IOd 4." 6" 3/ 5TORA6E MARVINJ OR EQUAL WGM2436 2'--I"X 3'-O q/I6" R.H. G L. I M A I 1 C I$ &E O S�A 1 I I I C ��51 G N G R.1 I E R I A PERIMETER E06E ZONE 5 ad IOd 411 411 32R GARAGE REPLACEMENT WINDOW VIF SIZE GABLE ENDWALL RAKE WITH LOOKOUT BLOCK Sd IOd GROUND WIND 5Ef5MIG WINTER ICE SHIELD 4" 4" SUBJECT TO DAMAGE BY UNDERLAY- FLOOD 33R GARAGE REPLACEMENT WINDOW VlF SIZE SNOW (SPEED IN DESIGN WEATHER- FROSIT LINE DESIGN MENT HAZARDS Ci F` I L I N 6.7 H E A T H I N C7 LOAD MPH) CATEGORY IN6 DEfPTH TERMITE DECAY TEMP. REQUIRED 34R GARAGE REPLAGEMENT WINDOW V/F SIZE td/A PER MOD. TO 51_16HT TO GYPSUM WALLBOARD 5d COOLERS 5,d COOLERS 7" E06E / 10" FIELD NOTES: 45 PSF 120 R 301.2.2 SEVERE 3'-0" HEAVY MODERATE II DE6REE5 YES WA !,,iN A L L 5 H E A T H I N <57 ALL WINDOWS 5HALL INCLUDE/N5E6T S6REEN5, FACTORY HEAD AND 5EAT BOARDS, AND FACTORY EX7EN510N'JAMB5(IF REQUIRED). STRUCTURAL PANEL5/14A ARD PANEL INTERMEDIA ALL GLAZING WITHIN l6"OF THE FIN15HNED FLOOR 5HALL BE TEMPERED GLA55 A5 PER NY5 GODS- A I ( � I �O ED6E5 SUPPORTS VERIFY WITH MANUFACTURER FOR 5PErGIF16 REQUIREMENT5 PRIOR TO ORDERING W AINDOWS. �I INTERIOR ZONE ad IOd 4" b" I. NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED 6" ON CENTER AT THE PANEL E136E. IF WALL 4' EDGE ZONE bid IOd 4" bit 5HEATHIN6 IS NAILED 3" ON CENTER AT THE PANEL E106E TO OBTAIN HIGHER SHEAR CAPACITIES, NAILIN6 REQUIREMENTS FIBERBOARD PANELS: FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ,ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, SHALL BE USED 7/16" bd 3 - 3" EDGE /6" FIELD TO MAINTAIN THE LOAD PATH. 25/32" bid - 3" E06E /6" FIELD \ 2. WHEN WALL 5HEATHIN6 IS CONTINUOUS OVER GONNEGTFED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE 6YP5UM WALLBOARD 5d COOLERS 5d GOOLER5 7E06E / 10" FIELD ! PERMITTED TO BE REDUCED TO I - Ibd PER FOOT. 3. CORROSION RESISTANT II 6A6E ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED;CHECK IBC FOR ADDITIONAL PARTICLE BOARD PANELS Sd Sd SEE MANUFACTURER ROOM REQUIREMENTS. ROOM NAME I LIGHT (890) VENT (43b) 4. ALL QUANTITIES ARE BASED ON 16" OG 5PAGIN6 FOR: RAFTERS, JOI5T5 AND STUDS. F L O O 5 H A T H I N 67 AREA 5. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMEITER EDGE OF THE ROOF, INGLUDIN6 4 FEET ON EACH SIDE OF THE I REQUIRED PROVIDED REQUIRED PROVIDED ROOF PEAK, THE 4 FOOT PERIMETER E06E ZONE ATTACHMENT REQUIREMENT5 SHALL BE USED. � - b. FOR WALL 5HEATHIN6 WITHIN 4 FEET OF THE GORNEF::S, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. STRUCTURAL PANELS:I" OR LESS bidIOd bit E06E / 12" FIELD r 6REATER THAN I" IOd I6d 6" E06E /6" FIELD k I BEDROOM/ 12q sqi. ft. Il sq. ft. 26 sq. ft. 5 sq. ft. 24 sq. ft. FOYER q7 sq. ft. 6 sq. ft. 15 sq. ft. 4 sq. ft. 7 sq. ft. I LAUNDRY ROOM 42 sq.. ft. 4 sq. ft. 21 sq. ft. 2 sq. ft. 14 sq. ft. I I' 5TlJDY l00 5,q. ft. 6 sq. ft. 23 sq. ft. 4 sq. ft. 16 sq. ft. r(� KITCHEN l66 .5q. ft. l6 sq. ft. 37 sq. ft. 6 sq. ft. 33 sq. ft. �v I; S..r p ^ I , E, Southhold Tow board of Trustees I ROO ROOMS WILL HAVE BOTH ARTIFICIAL LJGHT AND MEGH. VENT/CATION IN ADDITION TO NATURAL L/6NT AND VENT PROVIDED. 150YET /10T roR CO/YTRUCTI0/1 +; ALL AREA5 5HOWN ABOVE ARE/N SQIi/ARE FEET. SEAL: REVISIONS/SUBMISSIONS: DRAIWING TITLE: DATE: DESCRIPTION: r i "10 CAD, FILE NAME: P:\2007\1555\CD\A-9 emschick Silverman Architects P.C. PROJECT TITLE: DATE: NSA PROJECT f 0GLE FAMILY RUVENCE ,JULY 50, 2007 07-1555 ". . .the business of ARCHITECTURE." L ...__.. ................ ....... . SCA[LE: DRAWING... ..... ..... . .... . NO.: Ei/i rA LX _ .. ... . ._. EA/T MARION, /IY 11959 /T M1 E I L735 Deerfoot Path, Cutchogue, New York 1 1935 - - - - -- - - _.. _... _ .. ,/'NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAIWN BY: h tt p://www_n s-arch .CD i"1'1 �COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHTECTS P.C. 1000 57 04 10 C IrLOORELAI NORT f . I