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HomeMy WebLinkAbout38262-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT f TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38262 Date: 8/19/2013 Permission is hereby granted to: DROUZAS REAL ESTATE DEVELOPMENT 36-26 GREENPOINT AVE LONG ISLAND CITY, NY 11101 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEES & SCHD.REPLACES EXPIRED BP # 35528 VD ID At premises located at: 54120 CR 48 GREENPORT SCTM # 473889 Sec/Block/Lot# 52.-2-20.1 Pursuant to application dated 5/5/2010 and approved by the Building Inspector. To expire on 2/19/2015. Fees: PERMIT RENEWAL $2,889.20 CO -NEW DWELLING $50.00 Total: $2,939.20 (2inagIn ector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35528 Z Date MAY 5, 2010 Permission is hereby granted to: REAL ESTATE DEV DROUZAS 36-26 GREENPOINT AVE LONG ISLAND CITY,NY 11101 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEES & SCHD.REPLACES EXPIRED BP # 32852 at premises located at 54120 CR 48 GREENPORT County Tax Map No. 473889 Section 052 Block 0002 Lot No. 020 . 001 pursuant to application dated MAY 5, 2010 and approved by the Building Inspector to expire on NOVEMBER 5, 2011. Fee $ 2, 889 . 20 A�ithorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 r TOWN OF SOUTHOLD V()BUILDING DEPARTMENT I Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32852 Z Date MARCH 27, 2007 Permission is hereby granted to: REAL ESTATE DEV DROUZAS 36-26 GREENPOINT AVE LONG ISLAND CITY,NY 11101 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEES AND SCHD at premises located at 54120 CR 48 GREENPORT County Tax Map No. 473889 Section 052 Block 0002 Lot No. 020 . 001 pursuant to application dated MARCH 22 , 2007 and approved by the Building Inspector to expire on SEPTEMBER 27, 2008 . Fee $ 2 , 889 .20 r e Si nature ORIGINAL Rev. 5/8/02 r FI�LD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) z O ROUGH FRAMING& PLUMBING OG' M C" INSULATION PER N.Y. y STATE ENERGY CODE (il vu lu -I D T FINAL C) ADDITIONAL COMMENTS 8' ock T� "sfaPfz,(cd da S p _ � z rn.. t � r l 7 a r71.c,cZI . y o z Q x (�c) x d a b o� � I t .t 'lt• .�. .. 11WA, r, e. r Board Of Southold Town Trustees ' SOUTHOLD, NEW YORK June , 2 PERMIT NO. ..6 g6. DATE: ..... . 21..............006.... �. ISSUED TO DROUZAS REAL:ESTATE DEVELOPMENT...QQFF...................... f Pursuant to the provisions of Chapter 615 of the Laws of the.State of New York, 1693; and Chapter 404 of the Laws of-the State of New York 1952; and the Southold Town Ordinance en- 44led."REGULATING AND TktE-PI:ACIN6..OF:.OBSTR1JQ xlQN$. IN AND ON TOWN WATERS AND PUBLIC LANDS and'46 REMOVAL OF SAND, GRAVEL OR OTHER MATERIALSrFOM LANDS .UNDER TOWN WATERS;':.'. and in accordance with As Resolution of The Board adopted at a meeting held on ...Jue.:,. 1:.... 2006 250.00 aid b ?00.6 and and to consideration of the sum of $......0...0.0.. p y Drouzas Real E . .�f .Deyelpptoex�t ..Corp.r..................... . ............._..... . ................._.................................. of Long Island. Cit--y..................................... N. Y. and. subject to: the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: 'Wetland Permit to construct a single family dwelling with the conditions of the placement of staked hay bales 25'•... from the fresh water wetland and 1 00'from the salt water wetlands,to designate these areas between the wetlands and any clearing or construction to remain NON-DISTURBANCE BUFFERS,the four comers of the house will be staked and inspected after the building envelope has been cleared,all trees over 8"DBH(diameter breast height)not in the building envelope will be preserved,a 4'path may be cleared by hand,with no machine within 100'of the wetlands,to the saltwater wetland edge,drywelis to contain roof runoff,and all as depicted'on the plan surveyed by John Ehlers and revised and approved by the Trustees 6/21/06,all In accordance with the detailed specifications as presented in the originating application. IN WITNE S WHEREOF:, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and the sepresents fo be subscribed. by a majority of the said Board .as of this date. . Yry ' 'k New York State Department of Environmental Conservation AM Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, New York 11790-3409 game Phone: (631)444-0365 • FAX: (631)444-0360 _ Website:www.dec.state.ny.us Denise M.Sheehan Commissioner PERMIT MODIFICATION Drouzas Real Estate Development Corp. November 13,2006 36-26 Greenpoint Avenue Long Island City, NY 11101 Re: Drouzas Real Estate Development Corp. Property 54120 Country Road (Middle/North Road),Southold,NY SCTM# 1000-52-2-20.1 DEC# 1-4738-03146/00001 Dear Mr. Drouzas; Your request to modify the above permit has been reviewed pursuant to 6NYCRR Part 621 (Uniform Procedures Regulations). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore,the permit is modified to authorize: Modification of the building footprint as shown on plans by Willy L.Zambrano ,dated 9/08/05, NYSDEC stamped approved on 11/13/06. An Additional Special Condition has been added to the permit as follows: 10. Driveway and all paths must be constructed of pervious material(pea gravel only). No pavers, blocks,or oil/tar underlayments are permitted. This letter is a modification to the original permit, and as such, shall be availa the job site whenever authorized work is in progress. All other terms and conditions remain as written ' he orig' ermit. cerely, `. Jo d Deputy Permit Administrator cc: file NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03146/00001 February 12,2003 FACILITY/PROGRAM NUMBER(S) OPERMIT EXPIRATION DATE(S) Under the Environmental February 12,2008 Conservation Law TYPE OF PERMIT■New ❑Renewal ❑Modification❑ Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7, 8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: ❑ Article 15, Title 15:Water Supply ❑ Article 19:Air Pollution Control Hazardous Waste Management ❑ Article 34: Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild, Scenic and 4 ❑ Articles 1, 3, 17, 19, 27, 37; 6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑ 6NYCRR 608:Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Nick Mazzaferro 516 293-1021 ADDRESS OF PERMITTEE 156 Hillside Road, Farmingdale, NY 11735 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Suffolk Environmental Consulting, P.O. Box 2003, Brid eham ton, NY 11932 631 537-5160 NAME AND ADDRESS OF PROJECT/FACILITY Mazzaferro property, Middle Road/North Road, Southold SCTM #1000-52-2-20.1 COUNTY TOWN WATERCOURSE /\ NYTM COORDINATES (1 4Ac,k �7 0,#" ;1� / a-,dJ Suffolk Southold Ashamomo ue Pond DESCRIPTION OF AUTHORIZED ACTIVITY: Construct single family dwelling with associated deck, driveway and sanitary system. All work must be done in accordance with the attached plans stamped NYSDEC approved. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2&3)and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: =ionl John A. Ie nd KPK u iters, Bldg. #40, SUNY, Stony Brook, NY 11790-2356 A I D SIGNATOR DATE February12, 2003 Page 1 of 4 i NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 4. All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration, whichever Gomes first. The approved methodologies are as follows: a. Stabilization of the entire disturbed area with appropriate vegetation (grasses, etc.). 5. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 6. A row of staked hay bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per NYSDEC approved plan, at commencement of regulated activities and remain in place until project is completed and all disturbed areas stabilized with vegetation. 7. Roof runoff shall be directed to drywells a minimum of 150 feet landward of the tidal wetland boundary for immediate on-site recharge. 8. Driveways and parking areas shall be constructed of pervious material. 9. The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated tidal wetlands associated with Ashamomoque Pond are located at Suffolk County Tax Map Number: District 1000, Section 52, Block 2, Lot 20.1, otherwise known as the properties of Nicholas Mazzaferro and his heirs, assigns,or successors. This property is subject to the provisions of New York State Environmental Conservation Law (ECL)Article 25 or its successor, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the erection of any structure(s); excavation; dredging grading and filling; clearing of vegetation; and application of chemicals." This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sentwithin one calendaryear of the issuance of this permit to:NYSDEC,Regional Manager,Bureau of Marine Habitat Protection, SUNY Building 40, Stony Brook, New York 11790-2356, DEC PERMIT NUMBER PAGE 2 Of 4 1-4738-03146/00001 J6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5), 24,25,34 AND 6NYCRR PART 608 (TIDAL WETLANDS) I. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the,watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers, U.S.Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by John Ehlers on 6/18/02. DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-03146/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSMVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees,and agents("DEC")for all claims,suits,actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed foc the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAIDA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System(SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities(SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify,suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 4 OF 4 1-4738-03146/00001 Pari .Drouzas Attorney At Law 237 Fust Avenue,Suite 601 Tel:212-982-4370 New York,MY 10003 Fax:212-982-7427 E-Fax:212-202-6403 Paridrou(aaol.com 2007 TO: COMPANY: TELEPHONE: FAX NO: loI- FROM: Pari Drouzas DIRECT DIAL NUMBER: 212-982-4370 FAX NUMBER: 212-982-7427 Client/Matter Name: "Zf S �� g G to 12oo-k `� ►h *j- Q`^ •��3aJ� c loo,;,P-- fro(a cis ou j-- a j,;,r V � J 1 Y1 o rk--,, 4-o r Uv Thank you. t �`r r ,. Pari Drouzas ���t n �:i 1 � F 10 We are transmitting _L pages (including this cover sheet). If transmission is incomplete,please call(212)9824370. -7 E C E E D ��G� �rs��• JUN 1 82007 southhow TOWN Board of Trustees 6'd LZVLZ86UZ seznoaa laed dZ£:60 LO 86 unr pF SO!/j,�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1 179 G�` • �C Southold,New York 11971-0959 oI�OOU ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE November 2"d, 2009 Drouzas Real Estate Dev. 36-26 Greenpoint Avenue Long Island City, N.Y. 11101 RE: 54120 CR 48 (New Dwelling) SCTM: # 1000-52. -2-20.1 To Whom It May Concern: Please be advised that your Building Permit # 32852 issued March 27th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $ 2889.20: at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT oF so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1 179 Ge` • Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE March 25th 2010 Drouzas Real Estate Development 36-26 Greenpoint Avenue Long Island City, N.Y. 11101 RE: 54120 CR 48 (NEW DWELLING) SCTM: # 1000-52.-2-20.1 To Whom It May Concern: Please be advised that your Building Permit # 32852 issued March 27th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's please submit a fee of $2889.20: at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT Southold Town Building Department P.O.Box 1179 Permit#: 35528 54375 Main Road Southold,New York 11971 Permit Date: 5/5/2010 # (631)765-1802 Expiration Date: 11/5/2012 Parcel ID: 52.-2-20.1 BUILDING PERMIT RENEWAL LETTER Dated: 8/12/2013 Applicant: DROUZAS REAL ESTATE DEVELOPMENT Location: 54120 CR 48 GREENPORT Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEES & SCHD.REPLACES EXPIRED BP#32852 A FEE OF $2939.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: DROUZAS REAL ESTATE DEVELOPMENT Address: 36-26 GREENPOINT AVE LONG ISLAND CITY,NY 11101 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. SUFFOLK COUNTY Df;PARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. SUFFOLK COUNTY CENTER-RIVERHEAD,NY 11901 (631)852-2100 R V0 --0-S APPLICATION FOR EXTENSION.RENEWAL OR TRANSFER OF EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE TYPE OR PRINT LEGIBLY EXISTING REFERENCE NUMBERISI O —0 2—,)—600 e Dist. Sect. Block Lot Tax Map No. ^�600 6 6 Z NAME OF APPLICANT _..JtOl 2642 P4-GJ 1 beXWJOJOUI��` f name is different from ongmW awlweon instructions for transferrin aDrMit and complete section 6 below. Mailing Address 25-6(. Phone(-Ir),7�tg gC)5'oL NAME OF AGENT(If not applicant) 1lic Mailing Address'Po; Toy �0 3• J AMY I If?;- Phone Z z i DATE OF ORIGINAL APPROVAL X03 (If more than 6 years old,a new application will be required.) TRANSFER OF PERMIT:I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; SIGNATURE OF ORIGINAL PERMIT HOLDER/AGENT PRINTNAME duµ �, fo�K /S%Qk Z'ny.(0%4c1 h-t DATE t l2t/o6 tA3�' ) ?���oO MAILING ADDRESS 6 �i PHONE Application is hereby made to I l extend,[ ]renew, transfer for a permit to construct in accordance with this application, surveys and plans submitted. I hereby certify that I ha examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made in is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." Signature tt Date Print Name of Applicant Title If you are making Substantial revisions or modifications to a project that has already received a permit to construct from the Department,or it the permit is more than six(6)years old,a new application will be required. Renewed permits are subject to any changes in standards enacted after the approval date of the original permit. DEPARTMENT USE ONLY Permit is Extended/Renewed/T f�erred Until � Jr Number of Bedrooms Approved Signature of Department Representative Date y -D WWM-104(Rev. 3/03) Page 1 of 2 5URVEY OF PROPERTY SITUATE: ARSHAMOMAQUE dwe��wa�e� N TOWN: 5OUTHOLD pub�IG —.j" 5UEEOLK COUNTY, NY w UFFOLI DEPARTMENT OF HEALTH SERV EE E SURVEYED 06-18-02 1\�S�C�j MIT FOR PPROXIAL OF OONSTRUCTiON FOF, A REVISED 1-05-2005, 03-08-2006 dve e� 9�EI c,�APTI 04-03-2006 b\�C Wd' SINGLE FAMILY REQ D NCE SUFFOLK COUNTY TAX # c �- 1000-52-2-20.1 ®a� DATE-5-15-0 S. REF. �O. td-C7 3-(� g \ 02, APPROVED r- 2'� TOTAL MAXIMUM BEDROOMS � >Peter Drouzas _ 4® G�—• EXPIRES YEAR FROM D PPROVA lJ W fl \ 1 " 1 S i min yQ,C� p + , � 1 N 9 s / evop _-- y w n e , / \ 9 0 �► ulb M t� r �d X10 _ o `moF'r°pFibF• A-4 6 "Iloilo ROp bo, �, 0 c, 0 4.. is) 2p 6 9 LLN I '$ N � Z0 T Te S t Hole S O RGK LINe o,0M O� 05-�0-02 9 \00'c9e o Mixed \` t1 I \\ 1 Ew Pale Bron 9 I w oc° SP Floe S I o� to Medium Sand 8 U r red° J ¢3 ML Wcrown 9 O I 1 � ater V I Q 1 a •��'i Lw n ML Bron ® A I � 1 �c + .+ �, - --it— 1 i �....1ay slit 13- 5.�. \ 1 o Water II' —• 1• � C• SM Brown d o am cV water ` �— r1. IL. I/tiP� 1 —j L'i u tl1� N 11 , < J SP Brawn N (('� �^ �\ 1 h I�I W Ftae !�'_ ` Y' m 1� ( ` ` 1 w \�l , E rye U: V 1 L vim, 'I oa Medium z 'l O (; \ `I , \ y, lil sand 0 U) Ids G 4 \ \-/ �I 1- C•m 7 {� 5 O ONMENTAL � (Z ml Co 24' >�.®.. 'O 9 O.� ��F\i R�N�3 2002 c c iv-+ m'Z C ' E E U W d W m J E % ���k, c mo NOTES: Om \ '00 U� vncio MONUMENT FOUND PROPOSED SEPTIC TO BE THREE 6' DEEP �� V DIAMETER CONCRETE RIN65 WITH ' o� 1500 GALLON SEPTIC TANK FLOOD ZONES OBTAINED FROM FIRM oxo MAP NUMBER 3610360158 6 CW"� we 0� DATED 05 04 1998 DEED REFERENCE L. 11886 cp.631 Ap� O� rJ " ,� ' AREA = 42,459 SF OR OA-7 ACRES PROPERTY ZONE R - 40GJ� e�S -'0?_0 LA y0 ELEVATIONS REFERENCED TO N6V0'29 JOHN C. EHLEi R D SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 &RAPHIG SCALE 1"= 30' RIVERHEAD,N.Y. 11901 AW 369-8288 Fax 369-8287 REF.\\Compagserver\pros\02\02-202d.pro Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Drouzas Residence Report Date:03/09/07 Data filename:Y:\2005 JOBS\05-147 54120 Country Road-New House-Peter Drouzas\Const-Doc\Revision 09-01-06\3 9 07 Rev OF 12-12-05.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 22% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 541-20 Country Road Southold Peter Drouzas Willy Zambrano Suffolk County,NY Drouzas Real Estate Development Zambrano Architectural Design,LLC 541-20 Country Road Southold 1981 Marcus Avenue Suffolk County,NY Lake Success,NY 11042 718-389-4039 516-327-0851 Willy@zambranoarchitects.com Passes 978 918 6.1% Better Than Code Ceiling 1:Flat Ceiling or Scissor Truss: 2650 30.0 0.0 93 Wall 1:Wood Frame, 16"o.c.: 5525 23.4 6.6 179 Window 1:Metal Frame:Double Pane: 1124 0.340 382 Door 1:Glass: 113 0.330 37 Door 2:Solid: 128 0.380 49 Floor 1:All-Wood Joist/Truss:Over Outside Air: 2650 0.0 30.0 77 Crawl 1:Solid Concrete or Masonry: 1463 0.0 11.0 101 The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. A)t `- 1 L. 21040 4047U 2AWo Aactl1W-7-64k1,PF616w,u.G 6 q A7 SuildrirJDesigner Company Name Date i n_i U ' 027030 yo 9TF Or Drouzas Re Page 1 of 1 I. These plans have been prepared In accordance with the Residential Code of New York State for One and Two Family Dweilingg. All work shall be in accordance with this code, NFPA and local requirements. DROUZAS SID CE ` 2. In general, the contractor shall provide all labor, materials, equipment and Incidentals necessary and/ or required to perform and complete, , ,all work. 5. 54120 COUNTRY ROAD SOUTHOLDSUFFOLK COUNTYNY 3. Application for building permit and all related work is for the addition and Interior alteration work only. 4. The Contractor shall verify ail dimensions and existing conditions and report any and all discrepancies to the Architect prior to starting work. ZAMBRANO ARCHITECTURAL . . 5. All new exposed plping and �ittings at fixtures shall be brass ADDRESS 54120 COUNTRY ROAD SEc,.TION 52 TAX LOT NO. : 1000-52-2-20.1 BLOCK = 2 DESIGN, LLC chrome plated. Q P,51 ylp.�� ZONE DISTRICT : R40 LOT : 20,1 6. All new cold water piping, hot water piping and fittings shall be \51 �V 1981 Marcus Avenue Suite C-111 covered with fiberglass pipe Insulation as manufactured by Owens \V �Q -I o� p>a Corning or equal. Minimum 7" on cold water and I" on hot water. NQ '(� (� 2 / �OG� Lake Success, NY 11042 "I. Only lead free solder shall be used to join copper piping carrying \3ip O� ZO 1`I,I I�t� INFOAT(Q I Tel: (516) 616-48041 Fax: (516) 326-2712 potable water. 8. All piping shall run concealed or In furred spaces. 11. All new underground piping and fittings shall be cast Iron, bell and spigot type with caulked joints. 10. All new cold water piping, hot water piping and fittings shall be __ ( ` REQUIRED PROPOSED copper tubing type "L" with copper fittings. SOO-0 MINIMUM LOT AREA 40,000 S.F. 42,454 S.F. {I. All new soil, waste, vent piping and fittings above finish floor shall =Q ='I -` `- .� �02frj O FRONT LOT LINE 150' 200' be no-hub cast iron or pvc schedule 40. PEA :� ' CURB VALVE LOT DEPTH 1"15 316.10 12. All electrical work shall comply with the National Electric Code: ;�� i `'t GRAVEL i 'p ' 13.Do all -Work required for the alterations and as necessary to - : ' - FRONT SET-BACK 5 50 rovide the new arrangements. Nor ftoil building shall conform o _ 1 "A'' -Borth SIDE 5ET-BACK._ _ 355' -N.15' OK p REAR SET SO'_ _158.0' OK standards and local authorityhaving Jurisdiction over the work. = _ ,/ .� i)T,l` tt-Y:',- �,�i: I WAYr` '' r' •':-,tea.- -%+• :X' 'j 1 i •' Execute -work-required b -alterations not's er-Mr-all mentioned-or ;�• 'i, `?r7R�lE `�• '` ~`-�•�• • i MAX.AHEIGHT 35 34.6"t OK drawings In a proper manner to match , _ _`i- \ described on the constructionq1 =�t_''i''' AA ,�, .O _ _ r. ,. 1, ,_ a NUMBER Or STORIES 2 1/2 2 9 p P - ;I _ - il .J�,it '•�•.r-1,�1( �`,(.eL. I •� i :i _',:. _ ' .ir ja_•• _ _ ,., !'- :::i;-•' , 1 - work of finishes that are I _ '�,; ., :_t - ' 0 similar work described. Repair adjoining �= � _ _ _ = _ - - _ - 5 �' ;.'-'1:` �1` _-;,'_'+� •� � '- ' MINIMUM FLOOR ARE 2 DO 5F 5,450.0 S.F 2,650.0 S.F. 6100 S.F. good ;Sri '::Y�. - t t - i� j disturbed defaced made unclean or otherwise defective, in [7 »:,' - - ' r � g ._ •as;;i.. 'U '•!I�i ,! ui _ `�` .�:, ,1=- �.i �:1' ,_J:� ',.•�-"i.»+: G MIN _ • irk' ai: , ,. - _ Y_ _ ;: - ?� MAX. LOT COVERAGE 26,654.33 X .2 20`Yo - 5, 30.8? 5F 3 40.0 S.F. 13.3 order as approved b the Architect/ Owner. Patched surfaces shall ?;:,; �i'` -:,,_r �, I'' r .r.,t: _ � (;, I6 su faces. U on A). ,' ,y' �' ;I,r ��s,:a�= � be, neat) filled in and made to match adjoining r p �.�, - P y r :�; '; ' L i , , I3U LD G FOOTPRINT AREA 3 54S.F. (I ) affected b work In a clean and neat I IN O.O 5 3.3 completion leave, existing arca of y order. �•_-_, Yy:�,}��`wJ •f.'',t+� <' �A v� IBJ'- " kitchen .I. _ 14. All finishes, finish hardware, doors, windows, cabinets, s1 ''• '`I! , I "�.,°;; �� s shall be as selected b Owner. ` - Q ,,0 Y equipment, plumbing fixture yD " `' M��- - _ W O- I shall be Douglas Fir No. 2 or BUILDING .�'r."`i>;; ``''� / tRRI ,Y' ;' �0 P}�OP. ZONI N5 CALCULATIONS ONS 15. All new Interior framing lumber h g ^ ' "_:_ ` L.li.l!' g I' ;1)P': 'i�':�r,• _ •!`ii....��• '<,'�•' lig � `. . O, S�PTIG better, as governed b the Western blood Products Association, as ! - 1. - - -s;,,yL - _i I( _ ,;-s:�:`% determined by the In-Grade Testing Program. 16. Timber Connections ` 20' 14�-Q" \ ini 10', -; . ,= -d.Jiy.�-:_�_ --�_--j- _•�?-�I'- '• �,• ��YYt,,1{"„; f;..��.��.,;. ., :I , 1;UILD(NC� ENVELOPE a. Joist hangers, framing anchors and rafter anchors shall be m mum l :>• _ _ r'' , '- O 18 3ago rime galvanized steel manufactured by Simpson or _ �° "'•'�` '` '''-- ,rc•*` _' ' - 20 r i- approved equal, Special Halls as supplied by manufacturer shall be _' 0`-O" IST FL, i Z used for required nailing. �j. " i ';_!_ EL. 16.08' 2' z _ b. Metal cross bridging shall be galvanized steel as manufactured by -- !I =•` ' o , . .- „ ' 2 ONE �,4M�L'Y BIJELD!NO _ O Simpson or roved a ual and installed In accordance with I ` ' p Pp q - ' _ manufacturer's recommendations. ,6 BEDOOM I _ �,,� -PEA-C RAVEL•..=.�•`: .�,, I 1-1. Smoke detectors shall be Installed in all rooms throughout \ :_ .i: ' .'�. _ 2 STORE 'i' 15'_0 dwellln as per RR31-1.1.1 I STORY 't +� \ 10' 98. Provide install toilet exhaust duct for new bathroom up through (TERRACE - \ .;>:, it �f OVER roof. O 4' \/ \RETAIi�1N0 IST FL.) 0it L. 8. lei. Contractor shall provide general llobility insurance workmen 8 ' \ WALL y N ,' X20" O I 0 compensation Insurance and disability Insurance before performing any O 1 O" PROVIDE work In this building. - -, �aEGOND FL. CONTRACTOR TO VERIFY ALL DIMENSIONS AND 20, Contractor to secure all itd sl -off. / SUP�QRT - X erms ann l� ` � p ,�O" ter- '-( 1 I 2 2.1.10VCONDITIONS AT THE SITE AND REPORT ANY p e -� FOR RA P ` �0- g�0j I IV 0 DISCREPANCIES TO THE ARCHITECT BEFORE 21. Due to the inoccessiblity of all parts of the premises and : i \ 7 1 20 structure, the various dimensions and conditions shown are presumed ,,\\ ''0 I m ly ' PROCEEDING WITH THE WORK. to be reasonable correct. The contractor has to verlf and be O \ I ` \ �� ' X -� r M, DO NOT SCALE DRAWINGS. USE DIMENSIONS. y responsible for all dimensions and conditions therein. And he shall O, _ i to report immediately to the architect of any discrepancies. , Q'-p" Q m CONTRACTOR SHALL OBTAIN ALL NECESSARY 22. Dimensions are not';.to"be determined by scaling. ` \ I PERMITS FROM THE MUNICIPAL AGENCIES HAVING JURISDICTION BEFORE STARTING Y^IORK AND SHALL 25. The contractor shall provide call necessary support, bracing. ., f \ _ C I _ 2 'ra�IRST_FL OBTAIN EITHER A CERTIFICATE O"' OCCUPANCY o.: Ventilating contractor to provide proper new system. . Submit shop i L �'a.l.•,.;f,„..,..,._-_.'�'";rn.. •?k"r.':_`•��n'�s'fd`�_ r'F..'�c''� •3V��.c.1 Y„i!�<:s -i� w.a . , :x;•; 1t _e-H MyrMz + h - -'t.^ ..- 16.095, -OP�GRTL-=HR"ET cI5W'O+�R'i°KI;. also fileforthe-d -shalT" : O' MP"LETIO'N"� _O�rR.t�P,�' ,LA;.ENTl I'C-~�. Nn..-'10. T 'LAt�:Y TEM ON � EPERaOO%1 24 This architect has not been retained for controlled FROM-WE LA DS inspections or supervision. LAN= EL. 10.0'FLOOD Panrd'1ttl It ermL�9n e # ' 5 A LINE % :`��.:;7•,.�°,'=.-. ;,. # { t' 25. All doors to be solid core wood. Wood \ Structural lumber to be grade Q marked prior to delivery, Douglas Fir � � •_ 6' AVERAGE BASE PLANE AREA SUBJECT TO FLOODING TO =I Ib o E=1 00000 1b/in 2,V=120 Ib/in2 \ ELEV. .08' COMPLY WITf-! FEMMA REGULATION Larch Fb / ,6 .-. Steel CONCRETE \ \\ 1. Structural steel shall be ASTM A50 steel. BUILDING LA - 2. Connection shall be In compliance with A15G spec, and shall be two sided. 3. Field connection shall be made with 3/4" dia. A525 bolts or 6 m t=I OBIT SETBACK greater fasteners. Reinforcements I. All reinforcement bars shall be ASTM A615 grade 60, w RESeheek Compliance Certificate Permit Number CheckedBy/Date . 1-y=6o,000psl Concrete 0 2003 IECC I. Concrete shall be mixed with norm weight aggregate, ASTM 033, HE p � IZEScheck Software Version 3.7 Release 1 and shall have a minimum ultimate ,compressive strength of 3,500p5i Q O Data filename:Y:\2005 JOBS\05-147 54120 Country Road-New House-Peter Drouzasonst-Doc 1 at 28 da s. p O eterDrouzas.doc ! GARAGE O OENERAL NOTES l � PROJECT TITLE:Drouzas Residence _ CITY:Southold I STATE:New York PROPERTY LINE CONSTRUCTION TYPE: Single Family _.._.. EXf5TINO CONTOUR LINES GLAZING AREA PERCENTAGE:22% - -�- PROPOSED CONTOUR LINES HEATING DEGREE DAYS:5572 WALL5 DATE:09 PROPOSED STRUCTURE LINES ' t DATE OF PLANS:09/08/05 PROJECT DESCRIPTION: DOOR ` "- Drouzas Residence _ NO. DATE DESCRIPTION INIT. ,� ___ WINDOrV TYPE - 5EE'SCHEDULE Sou.hol ti O - 54120 Country Road r� x e rs x n. ;1.• _ F/ d NY rare%D ", ° R E�/I S I O (`J S EDGE OF WETLANDSS PM WALL:TYPE: _ ` - / DESICINER/CONTRACTOR: (SEE DETAIL ON DRAWIN5 A2) / Zambrano Architectural Design,LLC r;r il'C N.. / 1981 Marcus Ave. PROJECT NAME: (Suite Cl l l) i1' Lake Success,NY 11041 I� DROUZAS RESIDENCE ` COMPLIANCE:Passes i 54120 COUNTRY ROAD SOUTHOLD,SUFFOLK COUNTY,NY MAX,UA-936 Your Home UA=893 Gross Glazing DRAWING NAME: PROPOSED BULKHEAD 4.6%Better Than Code(UA) Area or Cavity Cont. of Door DWELLING , Perimeter R-Value R-Value U-Factor UA O ENERAL NOTES, ZONING FFIcIb.051f dINFORMATION I$ PLOT PLAN j 2650 30.0 0.0 93 EL=13' EX15TINS GRADE EL=14' Ile _\� Ceiling 1:Flat Ceiling or Scissor Truss: 5525 23.4 6.6 179 X.2'-O MIN. \ X00 2�``I ' O Wall 1:Wood Frame, 16"O.C.: 1124 0.340 382 SCALE: DATE: PROJECT No.: BY: -OMIN. I'-O" COVER , 1'-O"COYER I =11 INV,=115 !v� INV.=10.7 INV.=1o.8 Window 1:Metal Frame:Double Pane: 113 0.330 37 As ed 09/08/05 05-147 RZ MIN.PITCH: Door 1:Glass: 128 0.380 49 L 3 EAGHIN6 I/4" PER P00T MIN, PITCH: 1500 6AL. L Q�0 O� POOLS 6- O Door 2: Solid: 2650 0.0 30.6 77 �� �� " 1/5" PER FOOT SEPTIC DEEP 8'-0"" TANK � ellO Floor 1:All-Wood JoistlTruss:Over Outside Air: 1463 0.0 11.0 - 76 ARC, DIAMETER 00N Crawl 1:Solid Concrete or Masonry: ' L ZAM MIN.V-0" g design WATER EL=2buildin n described here is consistent with the build plans,s ecifications and other calculations GR `Z. SEPARATION OUND 2' COMPLIANCE STATEMENT: The proposed g g P P 0 submitted with the permit application. The proposed building has been designed to meet the 2000 IECQrequirements in RES check Version 3.6 Release t 2(formerly MECcheck) and to comply,with the mandatory requirements listed in the RES check Inspection Checklist,SCALE SCALE;. y j. 02703G `� 5EPT1O SY5TEM PROFILE . _ , 51 Tr- PLAN ENEROY OALOULATION OF I. These plans have been prepared in accordance with the ; . .- Residential code of New York Stote for One and Two Family � Dwellin s. All work shall be In accordance with this code, NFPA and DROUZAS' ® local recgplrements. ' NC 2. In general, the contractor, shall provide ail labor, materla!s, DON NG UNTIL SURVEY & equipent and Incidentals necessary and/ or required to perform and FRAMING UNTIL SURVEY } OF FOUNDATION LOCATION ; e 3. pc all work. , , � •��"' . Application for building permit and all related work is for the 54120 COUNTRY.-,ROAD SOUTHOLDSUFFOLK COUNTYNY HAS BEENAPPROVED.., _ addition and interior alteration work only. 4. The Contractor shall verifu all dimensions and existing conditions and report any and all discrepancies to the Architect prior to starting work. ZAMBRANO ARCHITECTURAL 5• All new exposed piping and Nttin s at fixtures shall be brass ADDRESS 54120 GCUhITRY ROAD SECTION : 52 chrome plated. p p g g R Mei TAX LOT NO. : 1000-52-2-20.1 BLOCK : 2 DESIGN, LLC b. All new cold water piping, hot water piping and fittings shall be L �'Q�h� p` N� ZONE DISTRICT : R40 LOT : 20.1 covered with fiberglass pipe insulation as manufactured by Owens �A >�Q G�• 211 flOS 1981 Marcus Avenue Suite C-111 o� pA �� • Corning or equal. Minimum ?" on cold water and I" on hot water. . only lead free solder shall be used to loin copper piping carrying �Q it Lake Success, N: 11042 'I.potable water. - 13� O1 ZOI�I NO I 1� =ORI��'"'tTI O 1�t MEET THE REQUIREMENTS1OF THE Tel: (516) 616-4804 /Fax: (516) 325-2712 8. All piping shall run concealed or in furred spaces. Gg. �' CODES OF NEW YORK STATE. el. All new underground piping and fittings shall be cast iron, bell and spigot type with caulkcd .joints. 10. All new cold water piping, hot water piping and fittings shall be Q� - i t REQUIRED pROPo5E0 APPROVED AS NOTED copper tubing type "L" with copper fittings. - OQ• r` 2 M1NIXUM LOT AREA 40,000 5r. 42,45a S.F. 3 ja-4- - ossa-� It. All new soil, waste, vent piping and fittings above finish floor shall Q" x,;,. DATE:! B.P.# be no-hub cast iron or pvc schedule 40. 2�2�10 _ :fi ` `• ` _ I=RONY LOT LINE 150 -" y j' r ~FEA t`'\ I tl LOT GEt'TH 1i5' 200 0�g ao �p� s CU4B VALVE 3 b I0' _.T FEE BY: 12. All electrical work shalt comply with the National Elec4ric Code. .- ' ! GRAVEL i , , NOTIFY BUILDING DEPARTMENT AT , � FRONT SET-BACK 50 5o P meING 13.Do all work regptred for the alterations and as necessary to '" LU -'. ' `r tw= ;'` 4' i ALL PLUMBING 765-1802 8 AM TO 4 PM FOR THE provide the new arrangements. Hark shall conform to all building -- - � �' � _ LOrN SIDE SET-BACK 35' WAST :..., '74.15' OK ' ' t 0 &WATER LINES NEED FOLLOWING INSPECTIONS: and local authority havin jurisdiction over the work. _``i'1 -_ °a:_ `_� _ REAR SET-BACK 50' 158,0' OK TESTING standards n y g ,J _ _ j BEFORE 1. FOUNDATION TWO REQUIRED r ,f 'ir' -;,' - I b alterations not s eciflcoli mentioned or �,'_ >. . <f -►. _' H --- u-..._ CONCRETE Execute work requiredy p y f _..,.� �" '+'' �j .,��,•',.•`,�,.••.f „' �_:, ,,{{ , MAX. HEIGHT 3,, 1. 34.b'i OK FOR POURED � described on the construction drawings in a proper manner to match i>' / :=' ;i• R �//��Y G. -1 p 1� n-j•• 1. (.ty!'•*1�A I IL�•j -' (_ ti •~• I' ll. _Y`.�- -�+ �• , I •� `� :: NUMBS OF 5TORIE5 2 1/2 2 n i _ N •�o,:;• �. .,� 2. ROUGH FRAMING & PLUMBING f s e at are similar work described. Re air adjoining work o ini h s that P .i 9 , - •%" - _ - - �.,.• ',_ 'F 'S- • 3. INSULATION = I ,r. MIN1t�llJM FLOOR AREA r _ , o,.. ;•,� =`:'� ..�' .! - -.�. _!' :�'- _ f_+ 1 _ _�, ,5 3 50.0 S.F 2 50.0 S.F. (0,100 S.F. . disturbed defaced made unclean or otherwise defective, in good •-�{ '„- - '..i ti � b g :�.....=�` - �,� :.,. `. °r• :_.,:' ��1'„•••-. ';.. •� I - `, ?� •'r /� >Mlu` � _ '��" 4. FINAL CONSTRUCTION MUST ,w,>,l c. ' *I-r L'•i•.- - ,lf' _ .._( if.. f_J )(. :'Ft. ,-!'k T;:'ti �./ t y 11 ^�` _,; _� :h: :G- = ,� - ;', - �,; ,� _ MAX, LOT COVERAGE 26 654.33 x .2 20rfi 5 0. G1= order as approved b the Architect/ Owner, Patched surfaces shall ,l ' �� _„= I(� 'r":: _..i: ,. ( ) 33 8 554o o S.F. 13.3 % f res Upon ��� - - .i - 1 ��-": _ --.� ':-�-� •;-� -K�. .,�_. � � BE COMPLETE FOR C.O. be neat) filled In and made to match adjoining sura :,, -: j/ c :; ��. ,i.. -:' :� _ y ) 9 p r=_, _>.. '. __ _ ;�-., ti, LD NO i=OOTPRINT AREA •y � z <.,: ..= �:' -�� � tY,;;,t? �-�;. BUI I 3540.0 S.F. (13.3 3i;) ALL CONSTRUCTION SHALL MEET THE �I 'l.+•%r"� .(.J!'i!- ;,+`` S�-� `.s- F3 ;i�:..,1 'tr '`i. h.>n'�.Yy.�h°� 7.�,, t• f' 1 completion leave exlstin area affected by work in a clean and neat r :�:- ,I-- i ,t _ < , � :�� �! REQUIREMENTS OF THE CODES OF NEW order. •,, ,;._- -'1�._'_ -;' --__i 'r1...s' - = �,_''- ,, _ ,; ��. ��.< i,.�iM �-'_� • �T f5'-0" .. .. »•,.. YORK STATE. NOT RESPONSIBLE FOR 14. All finishes, finish hardware,, doors, windows, cabinets, kitchen =•� - - J - I , ►' a. �', I b fixtures, 5hoii be as selected b Owner. +- e ui ment, plumbing {x o , p p g y p -N i ; + Rll • DESIGN OR CONSTRUCTION ERRORS. 15 All new interior framin lumber shall be Douglas Fir No. 2 or BUILDING - 1 �� =- tJ � - t„r. - \pL II II'` i P•` ZONING GALOU ATION5 bett.er, as governed b the Western Wood Products Association, as - - `� determined b��JJ the In-tirade Testing] Program. ;' S'`�� '_, 1 '"' x _ - ' 7 9 " { - L !�' -� -!i iii.. ^•.. :l' yw;` •t'}'`i , I 1 t\ E! \�` ;�'L. ,. *:. -� { -6'f:`';• �, f _ WITH ALL CODES OF - _ � COMPLY ib. Timber Conner Ions .. :•, � - - -- - �•�'�' ,.i- �.�- - ` ,- �t;; > ,moi�. -a.' '.+�.. • � 01-0 % 5 N-1� ' 14 • ' � , 10 - :, - I.;;- _ - - f` BUILDING ENVELOPE I NEW YORK STA" & TOWN CODES o. Joist hangers, framing anchors and rafter anchors shalt be minimum _ _ - " ' � �,' __ :,;.r � -:�,.•� �-` .�... _ i".,s�,� r'==�=-- '� 2 � AS REQUIRED AN' �C UITIONS OF - F , 1 f im r c al a Ized steel manufactured b 5 son or ` 18 gage prime a vn ..,� i approved equal. Special nails as supplied by manufacturer shall be 1� w _ Used for re wired nailing. i\ r;; "`41, - ?' ;i �� - ' ;! ' , �•• `Il2' _ rj q i _;.. EL. 16.08 i �rIA_$p SA ` ^>-.: b. Metal cross bridging shall be galvanized steel a5 manufactured by 4 H ''`,-�' r =--� 20 ` f b . . ��.NiJiNGBOARD Simpson or, roved a ual and installed in accordance with p,"0 - ; ,= _ t ONE ��`M��=•''' 13UL -21NG `~�'�' SOC;;. F p p cl Z ;,,'�;_ ;PRI 1%�]A`r' ' ` ' ! TEES manu?acturer'ss recommendations. I - , -� �, , r � SOU TiHOLD T�i4'w�RUS `• 17, Smoke deter ors shall be instaliad 1n all,rooms throughout ^ --'t " '` " ` "- -ms`s" l STOR r 4�. dwelling as per RR3t7.l.l f- 2 ST,OI�Y ;; - / N.Y.S.DEC - 9 \ ;rr, •.,�y Y �, ;• � •4 '-, y I5-o 10' 'ti t I8. Provide 4 install toilet exhaust due for ew ba , \ `'" (TERRACE i t n bathroom up through OVER roof. _ > , �� 1\ i G 1sT I=L) ' '� '` �"►_ �'' L. 8,4 p y la. Contractor shall provide general.ifability insurance workmen 8 j RETAN 1. r 20+�0 0 WALL compensation insurance and disability Insurance before performing any r r \ F"�ovlD� work in this building. SE CONI::)SUPtQRT cs ' .-u .. _. � c,.OND PL, a CONTRACTOR TO VERIFY ALL DIM1=N51Gtv5 AND 20. Contractor to secure all ermits and slen-off. ` ,- + I - a - EL. 27,08' CONDITIONS AT THE SITE AND REPORT ANY 21. Due to the [nor o all parts of the premises and f `OR RAi\ t 20'0 b0 d $ -GO - �i r;�f� i DiSGRi:PANGIE5 TO THE ARCHITECT BEFORE structure, the various dimensions and conditions shown are presumed ®JST 1 I z m `' C FROGEEJINO WITH THE WORK. ; -" to be reasonable correct. The contractor has to verify and be O \ r�5`-��* / 20'-0 I I ui r `-I - I DO NOT SCALE DRANIN65. USE DIMENSIONS. responsible for all dimensions and conditions therein. And he shall O, , r' report immediately to the architect of an discre ancle9. C+J 1 + BG'-O" < m ` {;`• CONTRACTOR SHALL OBTAIN ALL NECES5AR r p y y p r = FERMIT5 FROM TI=E MUNICIPAL AGENCIES HAVING 22. Dimensions are not to be determined by scaling. } , \ 1 N +X14�•,. - , y;t .NRISDiGTION eEFCRE 5TARTIN16 WORK AND SHALL 25, The contractor shall provide all necessary support, bracing. . 1 i o$TAIN EITHER A CERTIFICATE- of OCCUPANCY OR Ventilating contractor to provide grope.' new sugtem. Submit shop _ = \ C. - „ II� ;FIRST PLS A CERTIFICATE OF COMPLETiON UPON GO LETION drawing for architect's reviev4. This traces, shall also file for the f. . �L. 16.08 ct= THE WORK. necessary permits and utility Connections. ON- ! !j I II 25CN TO ALTER ANY TAMS THSE PLANS. t N FOR AW, 24. This architect has not been retained for the. controlled � SETBACK LINE 0' ,•, inspections or supervision. ' ,+*� � I FROM WETLANDS ' \ 25. All doors to be solid core wood. - '� � FLOOD PLANE EL. 10.01 sZONE E AVEAYERACE BASE PLANE •" V ��� Structural lumber to be grade marked prior to delivery,"Douglas Fir \ ___1 - b ' Larch Fb=1,450 lb/in 2, E=1,600,000 lb/In 2,V=120 Ib/1n2 ` \ / ELE'V, a,o8` ; ArZEA sv>�.IECT To 1=Loo011� To M COMPLY NITH FEMMA REGULATION- VNI�'H CHAPTER 46. Steel CONCRETE \ / i� I FLOOD AMAGE PREVENTION 1,.5tructural steel shall be ASTM ASO steel. BUILDING \" -• r !; * _D TOWN COBE.' 2.1Gonnection shall be in compildnce with AISG spec. and shall be two sided. ' I 3. Field connection-shall be 'made with 314" dia. A525 bolts or � -i, "' i' _ ,��I��"i' � G��"�"'��0� OCC JPANCii/ OR greater fasteners: (� ill . .. . ,�..r.r.. USE � I Reinforcements s 'S UNLAWFUL I I. All reinforcement bars shall be ASTM A615 grade 60, �"`', I W REScheck Compliance Certificate PermitNumoer Checked By/Date YYITr OUT CERTIFI Py=6o,000psl Concrete 4 RE Software Version 3.7 Release 1 2003 IECC i CAT "'CUPA I. Concrete shall be mixed with norm weight aggregate, ASTM G33, I Q' ;1` OF O NCY and shall have a minimum ultimate compressive strength of 3,500psi Data filename:Y:12005 JOI3S10S-147 54120 Country Road-New ous�i e-PeterDrouzasonst-Doc RET I }" _ A N STORM WATER RUNOFF! at 28 days. >D, eterDrouzas.doc PURSUANT TO SECTION 45-1OG UNDERWRRERSCE � 1 _ GARAGE0 , �' PROJECT TITLE:Drouzas Residence .OF THE TOWN CO RPRCATE• Nfi�'AL NOTES ^. �. . .y . ..�.� .w , .. REQUIR Energy Code:New York State Energy Conserva Construction Code 0 LOCATION:Suffolk County,New York CE ITiFICATION OF PR°f�ERTY LINE _ CONSTRUCTION TYPE:Detached 1 or �amily NAILIN a•& CONNECTIONS _.__..----..._...__... ... EXISTING CONTOUR LINES GLAZING AREA PERCENTAGE:22°/ REQUIRED. ---- --- p,'?OP05ED CONTOUR LINES HEATING DEGREE DAYS:5750 HALLS ...� .._ F,4OPOSED STRUGTUR:: LINES DATE:03/09/07 DATE OF PLANS:09/08/05 DOOR �l � _ • -- PROJECT DESCRIPTION- NO. DATE DESCRIPTION iNIT. .►�' Drouzas Residence ININDON TYPE - SEE SCHEDULE r 54120 Country Road ' ( / EDGE OF WETLAN05 Southold,NY R E V I S 10 N S HALL TYPF_ ' (SEE DETAIL ON DRANINC6 A2) j ( _ DESIGNER/CO OR: i Zambrano Arch ral'Design,LLC (� l 1981 Marcus Av/ PLUMBER CERTIFICATION PROJECT NAME: L � N� (Suite clll) ON LEAD CONTENT-BEFORE Lake Success, 1 041 `-'CERTIFICATE OF OCCUPANC DROUZAS RESIDENCE COMP LIAN E:78 zsses _SOLQERVSED IN WATER 54120 COUNTRY ROAD SOUTHOLD,SUFFOLK COUNTY,NY PROP05ED Your u Home A�918 -SUPPLYSYSTEM CANNOT_ DRAWING NAME: suLl<>-i�AO EXCEED 2/10 OF 1%LEAD, rVV45_1 LINO , 6.1%Better Thran Code(UA) Gross GIazing y. OENERAL_ N07E5, ZONINS Area or Cavity Cont. or Door -``4``-y INFC)RMATION $ FLOT FLAN f Perimeter R Value R-Value U-F EL=i3' EX15TINS GRADE' EL=14` 1 / acror UA X,2'-O" MIN. Ceiling 1: lat Ceiling or Scissor Truss: SCALL- DATE: PROJECT No.: BY: MIN. II-0"GOVEq x},' 2650 30.0 0.0 : 93 INV'.=10.8' 1''O"COVER INV-11 ' INV,=115 , 0 �0� � �i �0 Wall l:W dFrame, i6"o.c.: 5525 23.4 6.6 • 179 As Indicated 09/08/05 05-147 RZ 3 LEAGFtIN6 MIN.PITCH: 1500 GAL. MIN.PITCH: /�, V n Window 1 Metal Frame:Double Pane: �'•r"' '� o Q i 1124 0.340 382 I/4 PER FOOT tJ t.7' FOOLS 6'-0" f/8 PER FOOT SEPTICp,LL �Q �d� O Door 1:Gl s: 113 0.330 37 PEE 8'-0" TANK %4 i O0 Door 2:Sod: 128 0.380 49 DIAMETER GO `��' floor 1:A11 Wood Joist/Truss:Over Outside Air: 2650 0.0 30.0 77 r�`� �D ARCyJ MIN.9'-0° L-';2 G, Crawl 1:Sol?d Concrete or Masonry: 1463 0.0 11.0 101 �o \,• X1,1,19 l 5EPARATION =z.: (C? v L GROUND HATER EL=2,2' COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications,and other calculations 6 submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in RES check Version 3.6 Release O 7 ! t t .>.kr Td�T nAnnll a»rl}n nmm�itr tt+i+1.}4ta mnn��}nt rronttirPms n+c lic+>�i»}�,<,TJGC n7nnnL Tnc»an+inn (1.enLt; + SCALE WALE �. . • 4 � �, 02703 y0� `j 5EPTIG 5Y5TEM PROFILE � 51 TE FLAN ENIERO'*' CALCULATION , POJ= Nom' N.T.S. I%3Z'■1'-G' - • _16 T 1 I 20'-0" e (2)2x8 5EAN,5 W/571.571..FLAMTfiRU$OTTER- Ia $ALGONY AI30VE Lbxb Y�po-.T Mr) 12°DIA.5040ne- ;� ZAMBRANO ARCHITECTURAL CONCRETE FOOTING TO I r SEAR ON VIRGIN OR I DESIGN, LLC 1�ISTMED SOIL 4-0 a DIP MIN.(rYP� 0 0 1989 Marcus Avenue Suite C-111 11 1 �I-0n Lake Success, NY 11042 201-01 161-01 11-011 Tel: (516) 616-48041 Fax: (516) 326-2712 5'-0" X 5'-0" X I'-61 5'-O" X 5'—O" X I'-6 I _Q F0071 NGS FOOTI NOS i F 4 -I � 4 i I I W 12x30 I 51-0" X 5'-0" X 1'-6" I ( I I ELEV. a'-O° I=OOTiN65 I I 51-01, X 3'-0" X I'-6" 3'-0° x 31-0" XII-611 51-0" X51-011 X 11-6" ELE O POO'TINC 5 FOOTI N65 FOOTING5 w i " fjw I I �'' y -1' '^f)' -- q'-4" '-fJ" $''�' I-()" 81..Qn J �,..0" 7-3 4 , r I-6 -, r - -, � I � 'Jy� )N 12x30 I i '7 W 12x50 I j- i 4 _ I I i 1p t J , w , nL -- -J I- - - - -1 — - - - - - -1 , u I x 1. - - - -1 rl , u 1. — �\— J I -O X 1-6 PII^jZ I -O X I,-&" PIER ! -O X I,-(011 PIER 11-01, X 11-611 PI52 I i VENT LOUVERS WITH WIRE ME.,-H - I I UNEXCAVATED FOOTINGS z UNEXCAVATED FOOTIN65 I I I c PGR FLOOD WATER FLOW TYPaT I t` STE DOWN «O _ X( TO STEP DOWN 4 On - BELON GADE AT ALL Tl- ► I WBELON CRAVE AT ALL TIMES - QI 0 LU p 1 pz I I I Q � r�1'� X I 1 1 N (L 3'-O" CONTINUOUS FOOTI G I 1 " —J I 1 31-0I' X 3'-O" X I'-6" W ' 1 rOOTIN65 -- I I r —� —� r - - - -� r r —— —� - - - � 1I I I IWIoxl21 { I I I I I I I I i I !z- I x 1 I, I I I T 1 - 4 a2 — I 1 I ' I 1 I I w 10 X 12 i� I I I 1N 10 x 12 - 0" 30.29 - 1 3 3 '1 I I I i 4 �wsi x8 I 1 b-3T-06-bT-b" T-fl" II'-4" 101-i0" r d" — -1 �, b'-10" b'-10"-�+ I Q I I I I I I I I ( I CONTRACTOR TO VF-Rlr-Y ALL DIMEN5ION5 AND 12"DIA.SO�OTIAE 1 THRJ BOL - I f(1 I FOOTINGS TO STEP DONN ----�-- _ + CONP17IONS AT THE SITE CONCRETE F0071N6 70 I m X I E n I _�� 1 W 10 X 12 I DISCREPANCIES TO THE ARGDHITEG7 BEFONRE BEAR ON VIR51N OR I I I 1 -O BELON GRADE AT ALL I i 1 e II I I - TIMES (TYp.� •� L _..._-#.-.— J L— �. — .1 L — ._i.. —...i I [ PROGEBJIt�IG WITH THE WORK. UNDIST>J�2B@ SOIL 4-tO DO NOT SCALE DRAWING5. USE DIMENSIONS. DEAD MIN.(TYP.) J L GONTFACTOR SHALL 05TAIN ALL NECESSARY 1 PERMIT$ FROM THE MUNICIPAL AOENGIES HAVING • LIQ • I I '� �;'-0" _ I ,,. _ - - � .IURISDIGTiGN BEFORE STARTING WORK AND SHALL I I I OBTAIN EITHER A GERTIFIGATE OF OCCUPANCY OR J UNEXCAVATED UNEXCAVATED I E i. A GERTIFIGATE OF COMPLETION UPON COMPLETION ° 1 f� II OF THE YORK. 1� '� " 3,_On 1 V + •� (n I ` I PERSOP4ARN TO ALIT I5 A VIOLATION Or- LAN FOR ANY TER ANY ITEMS ON THESE PLANS. j v � i I II I Z 1 z I -O CONTINUOUS FOOTING , GO ,CRETE SLAB 1 CONCRETE 5LA6- C71 D W 2 1/2" MORTF-R D K 2 V2" MORTER - i I Ir bxb w POST('tYP) I !ll W GONGRET SLAB ® W I W 1 b I W 2 1/2" MOR.TER D KI BALCONY AWVE I I _ XI z - X! -'` �X1 X I ( I A I. I O O O 0 I A I - � I I 1 i I I I I • ' Q I I c l In X I I l I m l N I i 1 I 1 I I I I I I I (2)2x8 _- I-- - —F- --! r- - - - - - - - - -- - - -- - - ---- - - - - --- -I- -- - -- - - -1-- - - ---- - - - I-- - -- - - -(b- 1 4 EBFAMB, I W I2x3D W I x30 I - 5 �_ P� 12x30 W 12x50 W 12x30 N 12x30 THRU BOLTED n I - _ I- - - - -- - --�--- - - _- - -_- - -_ _ _ N 12x50 _ f- " 4 - - - - - - 4'-0 - --_- - _I1 /23'-0 5'-IIi2° f=t' - - -- - ELEV. I2'-8" I I i VENT LOUVERS WITH WIRE MESH ELEV, q O11 I I I I 5'-O" GONTINUOU5 FOOTING FOR FLOOD WA R o" fi UNEXCAVATED 1' I-0efi FLOW (TYP) -- -�----- -- ---...._ ---� DATE DESCRIPTION INIT. I Q - -'� - -- - - - _ - - - i I REVISIONS I I � I i I I I-6 I B1-0" I I-b I—'o' PROJECT NAME: I I ' DROUZAS RESMENCE I I I 4 54120 COUNTRY ROAD SOUTHOLD,SUFFOLK COUNTY,NY ORAWlNG NAME: FOOTt NO FLAN SCALE: DATE: PROJECT No.: BY: / As Indicated 09/08/05 05-147 RZ . 1,,. zAMC,y% WALE �, 02703° COQ FOUNDATION / FOOTIKO PLAN FoF Nom' A i i 6 low-1 J ILI I ZANIBRANG ARCHITECTURAL �- DESIGN, LLC 1981 Marcus Avenue Suite C-111 Lake Success, NY 11042 BALCONY Tel: (516) 616-48041 Fax: (516) 326-2712 • o g 20'-01 401-0° 3 I/4" 6'-0° 1/41 10 om %X 12 4'-0" 5'-III/2" I'-1° _ I' ' S'-II 1!2" 4'-0" 51114, 4'-0" 5'-II U2' 4'-0"I g b b'-0' 101-0' 12 6 _ I 12 b 12 s �000000 ooh z I N V 61-61 -1EF" .�� 7 0 m' OUT ® o o °� FAMILYR M ;' ®z Q Q BREAKFAST `� BEDROOM t �� LAUNDRY ROOM O M LUTE O � p KITCHEN �- � � 12 O m p i ON HEAV R OM o �31L ��IL 6 m I O 4-„0" 9'-0° ll'-3° ` up o 0 n3 1 -_ i _�jry0 � NO � _ry0 " Z t ATHR OM 4 26-0 0 r ❑ p 2'-b' { ox �— 7 ' W SXIO _ _ _ _ _ _N axiO _ _ - 4°x 58 cv cv 12 CONTRACTOR TO VERIFY ALL DIMENSIONS AND ` I CONDITIONS AT THE SITE AND RL-PORT ANY DI5GR5 'AN ,IES TO THE ARGHITIwGT>✓E=ORI= \ Z n PROGEEDINO WITH THE WORK. itiGLO., i e DO NOT SCAtW DRAWINGS. U_� DIMENSIONS. I ' � D 3 Y�" A STL. COL. FIFE I � � , ' = G- � O 6�" 6A" X i BASE FLA—i= - COLUMN W/DEGORATIVI= I \ I ` w w _ _ w _ CONTRACTOR SHALL OBTAIN ALL NECE55ARY o ARCHITECTURAL I � \ , l z y- FErZMITS FROM THE MUNICIPAL AGitiNGIES HAVING ROUND COLUMN (T't'PJ - I 1�'"� I O I� P=`" 4 BRtAIN EITHER A GI^RTII'GAT'1E OF OCCUPANCY OR ' I LINE ABOVE N Q _ I (2ND FLOOR) N �N A CERTIFICATE OF COMPLETION UPON COMPLETION 0 LINE ABOVE 1 I O v 2T 01 ; ,+iv - OF THE WORK. { z (2ND FLOOR) I I I O m 0 8I 3 ® IV' I r, p - - I� 3 x b I z �.., y I N O Vr O R41 Cy: IT 15 A VIOLATION OF LA FOR ANY I I I Z Ib'-r3 PERSON TO ALTER ANY ITEMS ON THEVE PLANS. N 3-4 6-b otV ro � N v m ~ I - �-z F 111 O � tN �� to- 3 4 x b � m 01 �y 0 � 0 O BALGO Y " '-0°r 2t' 0, ENGL05EiD 5)2" 0 S L. COL, PIPE Yb ON bill 6�" X f BASE PLATE )N/ DECORATIVE AR&RITEGTURAL I ry NIj GREAT ROOM ROUND G Li�MN TYP DINING ROOMS©ROOM # TV�ip GAf2 GARAC�i^ ! 1 CL 1 A -N 1 I A A8 ENG1..,05ED 3� � ti ID" I Q I I lo" ►- � �' � z p I STL�OL, PIPE ON 61" z z z O O bi" A BASE SLATE O b ((tV 1 O I I O o � - �_ irm '��Z I I I JN IV 21 7- 10-1 �Z O t -Q 22'-It I Ip - D t ix q I I n 4 <^4> OC {Y - • I — 7'-4' 12 O ! I 12 1 4 12 I 12 O 12 12 O -i 51-0' 5'-II I/2" 4'-0" I—�--- 5'-Il I/2" 1 2'-b" 12'-2" 2'-b° 5'-If I!z° 4'-0" 5'-8(/2' 4'-0' 514 In' 4'-0" 0' = I,-140'-1 I/1' �( � - � 1 8 r. 2 b x 6 ttl �ct1 2 x b �- j9OV No. DATE DESCRIPTION ° INIT. • IR � 4" /oS �- t7 I _ - 4.. I " a r a 315 FR ,. _ t 4 t IOI•'. ® 8" II' ° ( -6" 1 3 PROJECT NAME: I X X _ DN 3 DROUZAS RESIDENCE 54120 COUNTRY ROAD SOUTHOLD,SUFFOLK COUNTY,NY ^ P-e DRAWING NAME: 1 , FFZO OSEID FIRST FLOOR FLAN 21'-0' SCALE: DATE: PROJECT No.: BY: LINE OF ROOF ABOVE ---1 As Indicated 09/08/05 05-147 RZ ARn ZA WALE p27034 �O F I R5T FLOOIR PLAN / :2nd FLOOD C FRAM I NO PLAN 9'FOF � Y ��I�AIt1a�7tti��i�r7� '�'1ir31�l�s ZAMBRANO ARCHITECTURAL DESIGN, LLC 1981 Marcus Avenue Suite C-111 Lake Success, NY 11042 Tel: (516) 616-48041 Fax: (516) 326-2712 201-0' 7-42/f 4'-1 I/2' 4'-!01/2" 41-1112, 2'-111/4" 10 � � 10 . I , I i I I IS'lo" ! I 41-011 -- - 5'-11 I/2' - 1'-f� 4 2'-I8 51-411/2' b'-0" 3'-II 112° 4'-0" - —�-- - - - - - - - 4 1 - - ___1_ - - - - - - `" 12° R.R... 12" IR.R. 1 .I ,- . _ @ 12 D.G. a 12 O G. O �-� q 6 I _ I I I BiEnV110OM —*• \ / 3-4 � I1 II p- 8-2 , 7RE 29-AREA , � ..r �+ F- i BRIDCINrV a 5Rf0 POINT tX 4 ATNR �R/ N BEDROOM o v 04 — Q $ 60M �4°x68 40X b8 / � 1 n 6-6 1/4 13 ID OL - p O Q C.r� 5 %x GL 0 I �0 IZx 3 Ye" SLOPE m (N - N - C4 1'-11/2`\ ,u I �— ----/!71/Z" 4 -0' - ® GL GL I `P 3 Q \ 4 4 N� I - r _ _ r+ n 12 x b 1 _ ) 2x1 . ) 2xl r:2x � � � Ht � BARING 4°x 68 4°x be BEARi WALL � � 26x a , � • L GL 3 LI 5WALL 2 x 12— C, ° 2 x 1 4-4° " \ / 4 4 3 x Ibe I I / � CONTRACTOR TO VERIFY ALL DfMENBlONS AND -40kCONDITIONS AT THE 51TB AND REPCRT ANY _ t 2bx 68 I i C I X i P I`�OGEE✓N61 WITH THE INORK.ARCHITECT BEFORE ATH AT . M Q- 4 m T -� IL DO NOT SCALE DRAWINGS, USE DIMENSIONS. 1 ` 4 *' 7` 14n _ ��i _An2 x 12 RIDEE 1 12" R.R. Q t .¢ -I - - �- 11 I CONTRACTOR SHALL OBTAIN ALL NEGI+SSARY a 12 O.G. PERMITS FROM THE MUNICIPAL AGENCIES HAVING ! no 5°x e JURISDICTION BEFORE STARTING WORK AND SHALL OBTAIN 1r1THER A GERTIFIGATE Ofi OGC.t1PANGY OR A CERTIFICATE OF COMPLETION UPON COMPLETION m I 4 ;�,...: ._• -. . - OF THE WORK. 41-4" 4''`I� 4'_5° x \ - J � 4 � n / � � °jN \ r JIARNING: IT 15 A VIOLATION OF LAW FOR ANY I x N 3 3 ' PERSON TO ALTER ANY ITEMS ON THESE PLANS. \ 2'-11" � 4 J 9- N I 12" R.R. . \ y,,d Ye" SLOPE i = I � 0 12" O.G. i Yin Q Y N MAST R 8 pt�OOM N 1 Q T RRAGE 4�/ER PIRST i=LOOR BEDR04M/ z N N X00 n 4 , A 4 �q moo- Fla I M A k1tpjN -p N 8 I �/ 1 ° LFI .JOISTS � I• a 1211 O.G. 0 ry+ fV ry .3RIDG NO a 5RD POIN _ ; %v / T PENT ELOW (N � � \ C- 9 Al 000 BEA INz, WALL 5E/&R I G WALL—\ t -. r I " 41-0' 10' " L 41-0" , o. I 12" R.R. 12" R.R. Q I O q'-6° a'-b° /� - - - - - - - - - 9 12" D.G. o 12" D.G. 4'-0" 51-11 I/2° I'-1" 4 5'-II 1/2' 4'-0" 5'-II I/2' 5'-0' O 1 r SIT-N AREA I i 3 q0 t t LI NO. DATE DESCRIPTION [NIT. `ll REVISIONS 4'-9 5/4' 10'-81l2" 41-15/4" PROJECT NAME: 20'-01 2°'-0° DROUZAS RESIDENCE 54120 COUNTRY ROAD SOUTHOLD,SUFFOLK COUNTY,NY i � I DRAWING NAME; FROFOSED SECOND I rLOOR PLAN SCALE: DATE: PROJECT No.: BY: As Indicated 09/08/05 05-147 RZ AR SCALL ���0703� y0 5ECOND FLOOR PLAN / GE I L I N5 FRAMING PLAN of Nom' I�'"■I t-0q . . AVN / 9 ;6 b3'-0• I'-6' 0'-0" 204-0' 20'-0" Ill O.ti. OR •�*.7. ly" _ -' .. _-I'_..._....r7 .. _-..._ _: .. ' ..._ .. '. _11 .__ ..i_ _ '1_ou ',[1Z ° 0�. `-. .. -LL-:- — —�_ - ` '_ :r•L_-' -_�- _- '• Y'-VVT1- 1--° Z�4BR�►NO ARCHITECTURAL .T : NEE'`Y�lAL KN+=E':WAL : ` - z LLC ALUMINUM GUTTER '_ . I r r _ '..; _ r :_._ .- i ._ ,-:�.__:.., _ , _ DESIGN, _ _,- - -J .I: 1 s.. .._ _ _ _ ...i.. ;I I..' _ ,.',.. . -- - _ ALUMINUM 6UTT1+'R L _.•., __._ ....._. , ;- . - - - 19 111 . ! I I i ,� ' s, NY 11042- . .. Marcus Avenue I . , . - 1 I i� Lake Success, ° i . . I I ,r! I' 4 Tel. $04 , I J_ I �.. r :__ I_. . - r �. 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G}`lIMNEY - I- •_._ . ..._......---' - ........... _ . ..... - -- _._.._..- _ '- ..._ . ..._..._ _- ..... .........—.._,..... . ..._..--- ._ ....._...._ --- ...- -'- _..._. . _ _...... .. -'- . .1 ..:_- ND _. ' CONTRACTOR TO VERIFY ALL DIMEN5fON5 A ��}l NGLE ROOF I ' ' : , , I GONDITIGNS AT THE SITE AND REPORT ANY ' ; -• I . ... . .. ... ........ .. _ _.. ..-. .__ _ .__...-_ . . __ ._...___ _. _._._... ..____ __ _.___. __.. _... _._ .... .._.. -- -... __._ 1 _;.:...:;.;. ........+.-, . DISGREPANVE5 TO THE ARGHITEGT BEFORE _�..... _ --' _ . .....-- ..._.. .-- ................. .__ ... ---- - ' •--. .... _.. . . .---. ....._. . --- -_._.. . __..... _... .-_ .......-.-.--....---.....-..._».-....----._...-._.._-._.........---'--.... ...-. ...._......._I - , -- --, =1r' . ,. ...._. FROG 'DIN��WIT .. .._.' ._.-_ _ .- -- . . .. __. .._........_. _ ._ .. _... _.._ _ .. . .._. I ,. i._ ir>w F4 THE WORK. I ----- ._ _ _ . .. ._..--.-- ... ._-._..._» ..._. _------ _ _...._....._ ...._ ._.- .. . . ._. -- ------- . _ -••.-' '- -- -•- __ ... _.. -- - - , i : I_ _ ._._ . . �! =1? DO NOT SCALE DRAWINGS. USE DlM1=N5{ONS. I.... :-\ - ._- - -.._. _ _ f<NEi= WALL ...... _ . _ -'- -' .. __.. .. _ .... . ....... .. .. --_.... _. _...__. _ i _ t I .; i; '; i ..! I _ ._..` :.. .. .. ..f ....._ - -._. ._-.. _.. -- . _ . _ .. - - . - - KNE.- ALL:: i 1 . :. .l... - _ _.__.....__. . _ _.. _....._.... _.. . - ...._ . . . . ---......__. _....._.... . ..... . _.. ..-.- ^'... _.. ._ - __ ...._... r-...i_.4.:_.. . _ . GONTRAGTOR SHALL OBTAIN ALL NECESSARY _ i_...__.-._ ..._. ._._-_.,_....... .___ _ _.... _... ......__ . - f _...I_._.. _.._. _._.... __..._ ... ... _ .. -- -...__..... ._ __.__._.__ ..._. ._._-- _ ....._...... _..---. _.._...._. __...._. ._..._.._......._. ._. ._._-- --•---.. ...... _. - --- ;-- -- _ _ _ _ PERMITS FROM THE MUNICIPAL AC�ENGIrS FIAVINC . 1 ,. _'.. /..._._`_-.: ,. _ ._ .._ .. __. -- -__._ _ _......---.__.._._. . _-- _ _ ,a , i- .lUR15DfGTION SEFGRE STARTING WORK AND SHALL _.. 1 _.. - - _._ ..__ j + -3 -!. .. I . _ _ _ ---... ......... . ._...._...___._._...._.__... .-.._._._....._.---..____ _ _-.. __.. ...___..._ _ t :_..:-'_ ---r....:_:.., :.....• ..:.- -- EITHER A GtiRT11=IGA1 OF OCCUPANCY OR ' .:. _7_.''.-;-•_. - - -_--- .. ....... ._._. ._ ........__••---..-' �(� -___.....__. ....... --_---• - --- --- - -- ' '- I fl, - - — — — — — — — — _ _-� -_ _ -_ _ = - , ,.A..__..r--'_.i..h • - -- _. . - - - - - - - - - P F COMPLETION UPON COMPLETION ' O moi! . � '� ..I- I IGATE _ ..'._ _...i _' -1 i !._... I. . - •----. ._..—_.........---. .. '-- •- -- . ..- . .... --- ---' __..... ..----. _.. . ---- - w _..»............._ ---._......__. ....__.._. __. ... _ _ ..... -- .... - __. -�..r._1_ ! f _; I WORK I P'a .:., _I: , . - ___ i_,_....... . _ _ ........ .. . .. __ ..__....._... . __ ._....._ .. . ..__..__.. I _. _ _ .__.__ _ ....._ I _._. . ... _ ..._.._._._. . .. _ _._......._...._..._ ' --- ;~ - ;I� k L4 NI 6: T 15 A VIOLATION OF LrAW FOR ANY 1 I 1 ' - I _ _ _- - I O - .. -. ...-- -- --�' , , _ _... -r - :I - PER ALTER ANY - • '1 - J _......_ ... ._... .._...... ._._ .._ ._......_ .... ._. .. _._. .--, . _ ..__. ._... Z _ . .... ... — .._....__.... I-... _...._ __...__ . _ ..........._. __ .._....__...... ._.__ .._............ .. ! i S0N TO L ITEMS ON THESE PLANS. • - f - I I- ... . _. ..... ....__...Iu _...._..._-_._ ...- ......_-'__-'--I -- - . .... .-..... .._...._..... ... - ......_.__.._..__ .. ........-_-- -,..:.•.J_` r .;...... .s..... 1. -- --1 :. i I r ..., ... _. .._.._. .. _• -e'-J..._-,... ... __ _ _ . ...-.-_ ..._ _... �- i' . `f -i• I_ _ _ ___._ _ _..___1_.... ___ _._._.._- ... _.._ _. ._. _.... ...._ . .._...—.... _.!_ 7_....._,_ _.r-,.i-_. .y.L_i. f f... _i_I' I ' I' i i - _ ....... ._._..._._.._ -- --- - ....... _--- ---- -._._._._. ....._......-•----- __.... .......---- - ._..... r i - - - _ - : .. - - _.J. .,.�. _t_,.:..1..1. r .i. _.i_ _ - - _. _. ___ i_ ..i . i- 1- - - - _. ..._... _... ... .._. _ _..--- - _.._... ... -'-._..__._ i . _., _ .la-_µ ._ J., _1_,..1_._.__.1._ _. r.i'. .I.,I`. ' 1_ I r ;. 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' F- _.. . : - - ` '- - `NEE WALL -KNEE'1 -. . _ : , r _ --�1:. I_..... 1 '_.III.I -. ,.,..- I-,- -� _ 1 __._ , ..- .'_ _�I ..: t ..1. - I• ' - - ' I I .t I I r I .._ I I'.6" 1 " 3'-01/2" �� I 11'-il!/4"4 - 7 - '+ - 5'-0 I/2" T-, 1 " I 11-0° I`69 � o.+�. la-0 lo0 b3--00" O.H. Ig1.O° O.H. . WALE NO. DATE DESCRIPTION [NIT. I-,,- sl I ___ ___ ___ . E I 1/4"al'-O' - ROOF PLAN / ROOF FRAM I NC PLAN REVISIONS IEFF I I GYP. BD GYP. $D GYP. BD - GYP, BD .. PROJECT NAME: 17 �TAFE JOINT' 8 GEMENT REFLECTED REFLECTED REFLECTED REFLECTED �Is. ....;. ASPHALT SHINGLE NEW 5-11211 !A I GEILINOT-ff- GEILIN6 I CEILING CEILING -!.-slROOF W/ STEEL COLUMN DROUZAS RESIDENCE AGCL5TIG CAULK 2x4 NOOn BUILD. FOOTING UNDERLAYMENT WELDED TO 5/8" TYF. GWB 2 4 WOOD I 5'fUDS ® !6" D.G. - 2x4 WOOD ! .:. 54120 COUNTRY ROAD SOttTHOLD,SUFFOLK COUNTY,NY �c EXTERIOR GRADE SP��E BABE VAPOR BARRIER 5E� SPECS 5TUD5 ® ! I O.G. i 5'Nn5 ® 16" O.G. 51411 PLYWOOD DRAWING NAME: + is 2x6 WOOD STUDS a!6" o% 5 I/z" BATT INSUL. i I 2 €/2" BATT INSUL. .14 .. • SHEATHING NEW 6x10 xl/2 6" BATT INSULATION i 5/8" GYP BD AIRBARrRZIErZL 5Ff1'Tr11NG 2 LAYER— F,G.G (TYP.) I' 11 " 17 5/.5" CYP I LAYER 5/V' u •::••'•' STEEL BASE (tl AIR SPACE BD F.C.C. GYP BD 1 LAYERq/8 PLATE ANCHORED FROF05ED ROOF, L�.. TO FOUNDATION Q IMRIGK VENEER ( GY+ BDft .�- � �8• (TYP.) F.G.G TYP,) I F.G.G (TYP.) '`:... _ ..FLOOR 'jt ' �, \_ As Indicated 09/08/Q5 Q5-147 RZ 5>rL,�INT SEALANT SEALANT 2x FT :": ® 16" O.G. ;1 J; ' '� FOUNDATION WALL :, ACOUSTICAL •,''; EXTERIOR WALL. 2 HR WALL (2) 2x4 := ' 2x4 "' °•t'' ' ALL STEEL TO BE GRADE 0 <9> < > 0 NOTE: USE WATERFROOFjf '� A�'' � & �tn0 6WB ON ANY BATHROOM - I,/ `Yy .1 Q 4 KITCHEN - � . * WALE WALE ' fi 0 O (l�i) 51 ■1—O ,INALL. T**rFE5 Z 5 �3 . , ' EXTERIOR 1NALL 5EGTION � �� COLUMN DETAIL 9TFOF N� . I ■I-O I I/Z'■I'-O'. . - I S" �� , __ __ - _-- - ��..___ _ ... -- -_ __ - _- - - - _- - - _- -_ - - _.-- -- - - i HEIGHT OF ADJACENT FLUES ' SHOULD VARYAF!=1Z, X. T.O. CN4'rPNE`f 4 MIN. Ammmw low-, m i FLAT ROOF + V T.O. ROOF FF-AK 4.6ql 12 to 12 2 12 NO TE A ZAMBRANO ARCHITECTURAL 7 Each fire lace or atoneDESIGN, LLC clopw-rm TRIM Al;� ro�ulres s own separate flue. ATTI(S SH IIVNFINI"- E'�'� ATTIC, ROOF FLOOR 1981 Marcus Avenue Suite C-111 Lake Success, NY 11042 FLUE Tel: 516) 6164804 / Fax: (516) 326-2712 16" LININGS ri 5101'e TRIM mIrm) 9 PAGAD� in FACACE STONE St" - [] i L I -j SECOND FLOOR 2%0 FLOOR 7 AK - I I (-ASH ---�NVLE ROOF -LUIE r ANC7LE sToNE YtNmp,tryP) NOT LESS THAN 6011 A L CUT FLUE I'm�rypj TO ENSURE TICH7 -JOINTS. Ll MAINTAIN E FULL FREE 12 p Lj LLI AREA T/I 1/ 7 DAMPERJIST FLOOR FIREPLACE STI ftyr.)--jb FIRST FLOOR E ROUND COLUMNff k, FURNACE 2 ASH FLOOD PLANE Z-1 . 10.0- d. CHUTETHIMBLE P F,r i F rIII iL PIT 13ArpE PLANE ELEV,11.0a, Lp K-JNAY IAMO I-ArIIII FCR INI ❑ II�110NTIROL AS AVERACE— Fz--R r--"IMA BA51E PLANE W&A.A11ONS(ryrj ELEV.C1.0451 CLEANOUT DODRS I J - _ I 21 (TYF.) BASEMENT CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VleCREPANVES TO Ti-I ARCHITECT 5EF-c PROCEMNNS WITH THE WORK. 00 NOT SCALE DRDRAWINGS. USF DIMENSIONS.NSIONS. SCALE SCALE CONTRACTOR SHALL 05TAIN ALL NECESSARY PERMITS FROM THE MUNICIPAL AZEENVE5 HAVING FRONT ELEVATION CHI MNEY SECTION JURISDICTION BEFORE 5TARTIN$ WORK AND SHALL 05TAIN, EITHER A CIERTIFIGATE OF OCCUPANCY OR COMPLETION A CERTIFICATE -�F COMPLETION UPON COXF- Or THE WORK. WARNING= IT 15 A VIOLATION OF LAW FOR ANY 6" SOLID PERSON TO ALTER ANY ITEMS ON THESE PLANS. CONC. BLOCK S 2" FURRING WALL T.O. V41XNEY SECTIONSUPPORT CONTINUOUS SINGLE BRACKET T.O. RIPSE FIELD 1AI BOTH SIDES AND TOP 12 12 12 2 LAYERS OF 1/2" 12 4AF - 11.0 11410 GYP, 5p. TYPE 1XI 3- FIRECIODE 'C" ASP4ALT1 0 COPPER mm trrrj in ROOF UNFINISHED ATTIC I NEW a" 0 FLUE Li DOUBLE- STACK :2 HR. FIRE BRACKET WALL ENCLOSURE EToNe-TRIM err*Fj L7 - I" GYPSUM LINER PANEL SECURED TO Li 25 OA. CH STUDS a 240 O.G. /IrCAD'Ll 9 FRIP UU STONE SILL(rrlpj o LF WALE 2ND FLOOF. IIIIII, 40 v 9 BRICK FLUTE DETAIL 1 _ 4 4 4 rpw�a Vrlam(IYPJ 0 cV - -- NEW CONTINUOUS RIDGE NEW�� a', • ��II a' I II a5F T \--elomVER TRIM erfpj INSTALLED AS 5H!NSLF-5 PER SFEGI ACP-5NO. DATE DESCRIPTION INIT. FICATIONS SATURATED FELT LU 0 LI LD 1 71 1 OVER 518' PLYWOOD R E-VI S 10 N S SHEATHING STONE V/I o (TYP) IST FLOC PROJECT NAME: 0 N \"--OPEN PE q OF-"--\ 54120 COUNTRY ROAD SOUTHOLD,SUFFOLK COUNTY,NY L DRAWING NAME. FLOOD ?LAVE 10 FLANLI-- FROPOeED ELEVATION5 4 GRACE *.4Ij E;ETAI L5 6RADH 7.8 AVERASE BASE PLANE SCALE: DATE PROJECT No.: BY: 2! As Indicated 09/08/05 05-147 RZ AR MTL �p ZA j HANGER (2)2x12 :2XIO ROOF-� CLIP RIDGE RAF TER WALE WALE DETAIL AT 0270 0 QO—) REAR ELEVATION RID OE VENT OF ASPHALT SHINGLE ROOFs� MNDER,LA't'MENT ICE SHIELD EXTERfCR GRADE 3/4" PLYHOOD SHEATHING I Il 4 2x12 RAFTER5Nil m h O I _b• T.O. R'!I I6 G• NEW ALUMINUM ZAIVIBRANO ARCHITECT 33 '� �-•'133 � GUTTER URAL i ATTIC_FLOOR �. DESIGN, LLC \_ASPHALT -------- 2=,L I UNFINISIwEo A Ir- i I ` 1981 Marcus Avenue Suite C-111 (2) 2x6 PLATE Lake Success, NY 11042 �o T•0. PLATE SKIPPER n 57CNEmP, �-15RIGK FACE� u b , 1 2x8 NAILER � Tel: {516) 616-4804 / Fax: (516} 326-2712 16 LPI ® +2 O.G. W/✓RIDGING AT 3RD PT5. FASCIA BOARD ( .T) = R la A i IC— CONTINUOUS ROOF ALUM, INSULATION SOFFIT W/ VENT 5/8" GYP. BD. NEW MOLDING OR AULKING I (I"YP. ® GLG J Ila , SEALANT � " DRAIN MATT 1 � 2NG R CONTINUOUS METAL FLASHING '� NEW WINDOW 3 I/2"x5 I/2"x5/16" SHELF ANGLE ; 2x6 LINTEL - (SET: WINDOW SCHEDULE) / � r3 � NEOPRENE SEALANT m s I ! FLASHING TURNED UP PRECAST GONG. SILL BEYOND END OF SELL NEOPRENE SEALANT • coLUMry = (2) 2X6 SOLE PLATE `� •�r 2x6 ® 16" O.C. CONTINUOUS METAL FLASHING 8 MIL VAPOR BARRIER I/4 AIRSPACE aTONe 31LL A 5/8" GYP. BD. - 5 I/2" INSULATION a' 1/2" DENSGLA55 GOLD R EXTERIOR SHEATHING m 4 4 3/4" PLYW 5�FLOOR __ 5/4" STYROFOAM �.<,.: - - w';.;z. .,..�X.. xa •.� INSULATION BOARD T 4 G : • ,;•• , , 2ND FLOOR ROTATINO� ��I .,��k. >• i�'y�`;+jr '�• `:::•y.:,;. ,`• /--,,WALL RAMP �_ROTATIN6�� :. j :,Y:+ :.?:•.?v� 4 :vr„ ',i' f• j�h' t•�1 �0 , •;;• • r �;�- :';�'�� •Y^'• 2X12 RIBBON WALL h•:�` .s.;. •C.:.;'� �'► ,: � �.vfd,•��.,. sn :o :y• •,>..•�� ��:5 :;; :r� .LOCO FLAN: ,.::' . ..•....r:;i• . . . . T.O. PLATE �.,; 1 BRICK •1 µ '-y- — — �AVFf2A6E sA:>w PLAA!! w a. + 1 I (2) 2x6 SOLE PLATE 1/4" AIRSPACE FOR WOOp 6� 16" LPI a 12" O.G. 5 1/2" INSULATION AVERAE•i= SASE !'LANE LATTICE FCR FLOOD 1'LRFEMMA W/f3RIDG1NG AT 13ETWEEN STUDS ELEV.a.oe' o��� 3RD PTS. 3 I/2"x3 V2"x5/16" SHELF ANGLE I I S/8" GYP. I3D. I (TYP. ® GLC.) 1 CONTINUOUS METAL FLASHING I NEOPRENE SEALANT " DRAIN MATT CONTRACTOR TO VERIFY ALL DIMENSIONS AND 2x6 LINTEL CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE { PROCE-EnINS INMH THE WORK, NEW WINDOW DO NOT SCALE DRAWINGS. USE DIMENSIONS. (SEE WINDOW SCHEDULE) x NEOPRENE SEALANT '>u�- CONTRACTGR SHALL OBTAIN ALL NECESSARY �j FREGAST GONG. SILL PERr1iT5 FROM THE MUNICIPAL AC-EN(VM HAYING U i RIGHT ELEVATION FLASHING TURNED UP ,IURISDIGTION BEFORE STARTING WORK AND Sf±ALL '.5/16 •I-0 .. BEYOND END OF SILL CONTINUOUS METAL r=LASHING OBTAIN I-MeR, A CERTIFICATE OF OCCUPANCY OR GYP. SD. A CERTIFICATE OF COMPLETION UPON COMPLETION 8 MIL APOR BARRIER I (2) 2xb,SOLE PL TE OF THE WORK. NEOPRENE SEALANT ARNI 6: IT 15 A VIOLATION OF LAW FOR ANY AD.IUSTABLE GAL\/. DUR-O-WALL PER5CN TO ALTER ANY I 5 ON 'THESE PLANS. 3/4" PLYWOOD T 4 G METAL TIE ® 24"O.G. HORIZ• 4 VE T. SUBFLOOR DENSGLA55 GOLD T.Q.O GHIrr 16 LPI ® 12 D.G. EXTERIOR 5f-fEATHING W/BFZIDGING AT5/4" STYROFOAM 3RD PTS. INSUL----2x6 �A16O' O.C. A� ST �LOOR r. .•R1D6� I I _--- 2x& SOLE PLATE s.� Imo- 2x12 RIBBON WEEP HOLES 24" O.G. T.O. PLATE �sixe�i.==`-� (2) 2x6 SOLE UN INr5HED ATTIC t�cP R-50 FLOOR PLATE NV _ INSULATION 1/4" AIR SPACE �° 5/8" GYP• BD. I/2" DENSGLA55 GOLD p ERICK FACe� 5�7NE TRIM �^ ) jr EXTERfOR SHEATHING f- Q COPPER (TYP. ® GLe. TRIM 5/4 STYROFOAM --- (Tyr) FLOOD OPENING .' INSULATION BOARD T 4 G 5 1/2' INSULATION T J! I I -2x6 SILL PLATE (P.T•) z. BETWCi�N STUD5 BRICK u ,o f 8" LONG ANCHOR . 4. ADJUSTABLE GAL\/. DUR-O-WALL BOLT ® 2-O G.O.(I -O ' FROM CORNERS) s METAL TIE ® 24 O.G. HORIZ. $ VE, T, EMBEDDED INTO GMU CONTINUOUS METAL FLASHING WEEP HOLE5 0 24" O.G. 2 FLOOR ERICK FACE�" 12" CMU W/ DURAWALL GEMENT FINISH COATING ON d) I I�I� •r•la REI NF. 'POP (2) COURSES ENTIRE RE WAL L FILLED SOLID WATER PROOFING MEMBRANE 55TOPz TRIM n °° TO CONTINUE ON ENTIRE WALL CRADE 5/a" GYP. no. on -v5" i I— 11=1 11=111=I 1=1 f O I fel 11=1 I I=1 11=1 11=111 11=J I-�I- 1 f - -- - MTL. FLOORI®G6STRIP : 1 IR I I=1 I I=i 11_11 I=I I I-1 11=T�11=1 I I=1 11=III lll;,III- ' 's I" CONCRETE 4 I — I f=1 I I=LI-1 I_I II-1 I 1=1 I IEE 11=1 11=1 I I_I I I , I I_ I I I=111=11 I=1111 IIrl I I=�—I 11=1 11=1 I=1 I I I I NO. DATE DESCRIPTION INIT. p I' ROUND SCREED 11=1 I I-k I I-1 11=1 I-1)1=!I I=1 11=11111 I l I;I I I- a = =11=111=11�lj�l i Ill 1- REVISION S L — - -- I HU U11111 ° • 1111 i I 1 BTCNL s1:1 - • '•` I I=1 11=1 I I=! IS FLOOR O �BRIGK FACE--*" A$ BFYI'' 4 f I I—I I f I=I 111=1 I I I I'— 4" GRAVEL _I I i I 1=1 11 I I1 I I=1 11=11 11=1 1=1II�i 1=1 I I .., (1=I I I=�L-1 I I— PROJECT NAME: •;.�F �.��y;��.; - �,:.:;��:X,a, ;: _ . . .• -III— I I 1�I I I---III—I I 1—III—I I f—._I ' •• • 11 I_I _ _ �'� ® 12 O.G. > ;? _{ �Lv�'• � '.�:>,�;;;,,�;;�,•. - ;�-: v�:: }..;. � .• :-:��: 1 I3ROUZAS RESIDENCE 1�( rt. . �.>l i.;ri}�};:>�' —1I I—�—I •� 111_111 L Q' f)?��.Y,'�•'.��'�• . ' n lT•• 1�••l i� �i� .�''�y5/\'�'-: •T:1�• • v jX•'�.'�t••�jhl\ i I 54120 COU ou�-HOLD SUFFOLK COUNTY NY � ,,,. ;� ; ;,;• �;, ��..yy,�:,. r•:.,.•..: 6 D)= 11.11 _ j��j� � I COUNTRY ROAD S .•.r,•:S i., ` •,•.� J r}♦rte~ %yrv'a�.• ray': ' -I I 1--1 f 1—I �• —I I I—I I I—!I K`s C D PLANT; EL, 1001 '`":' Fry x '"' y f" '• '� 1 III 6 ® Q" D.G. DRAWING NAME: . . . . -� . . ..:.r. ^�::�:: . _ s`: . . .._. r;}s :•. . . . . . . . FLOOD PLANE EL. 10.0 . ....- 1I— m . . �... . . . . . . . -r -- — — -- — — -- —�— — — — — _II ISI I — I1 I;III= __ _ CELLAR FLomR F0 'DSEDl� VT'101�15, GRADE 8.4' I4 rn- K rA r OCZ� ._._ —AVERAGE BASE PLANE ' ., I I ---- RA�>; BAS f'LAN1: FLON CONMOL ELEV. a.oa I I I II I i I1 III I --- -NOTE: V4AL.L. 5F-G T I O N AVE FrtA SLEV. a.0@` l SJLATIONS(TYP) USE MTL. "51MPSON" GONNEGTOR5 AT SCALE: DATE: PROJECT No.: BY: - - - - -- - L Ill I •� • • •• .� 1=1_I I I=1 I I • ; . ° I I—, EACH BEAM, COLUMN JOIST As Indicated 09/08/05 05-147 RZ •• 1=1 1= _ CONNECTION. (TYPICAL THROUGHOUT _ NEW CONSTRUCTION) , GONG. FOOTING _1 I II I ^III=I I I=I I I=III=1 I=III= SOIL BEARING CAPACITY 15 �fl A/3C 51111 11 I—I±I—I 11—I I-"I I I 1-1 I' ASSUMED AT (2) TONS/Sr=. To BE .III-1 I I_I 1-1 1-1 I 1=1 I EI 1=111EII V ,'IFIED BY A SOILS ENGINEER, �M 1=1111 111=III-111-1 i 1-1 I I=_:-:I I I=1 I I- FOOTING TO BEAR ON VIRGIN OR ! Q UNDISTURBED SOIL 3'-6" DEEP MIN. o �, WA,LB SCALE 027 i� X02 LEFT ELEVATION . , , EXTERIOR NALL SECTION FOti� �/4 �4-0 - i T.O. CHIMNEY rn � T.O. 21 DC E IASPHALT 4bq 1r_ bq Sy SHIN61.r RCGF�y I ` ZAMBRANO ARCHITECTURAL KNEE WALL WALL E UNFINISHED RAL ATTIC DESIGN, LLC T.O. PLATE - ----- -- 1981 Marcus Avenue Suite C-171 LR-la BATT NEW 2x12 Lake Success, NY 11042 INSULATION ® I6" o.G. Tel: (516) 616-48041 Fax: (516) 326-2712 II �� I TERRACE 1 2x4 YID STUDS 2x4 WD 571 I W/ONE LAY]-R OF w/ONE LAYER OF r 5/8" 6YP.BOARD i �'_/.1 5/B" 6YP.BOARD ON BOTH 5I>✓E5WOOD RAGJILING ON BOTH SIDES m n BEDROOMHALLWAY ALLWAY BEDROOMot 2ND FLOORot T.D. PLATE - - -- 111 NJ N 1 - - fC cX (CX NEW 16" LPI -NEW 16" L"I - ,n 0121, o.c. ®12" O.G. m Q2x4 WD STUDS w/ONE LAYER OF 5/8" 6YP. BOARD ON BOTH SIDES i f� ' IST rLOCR GREAT ROOM ENTRY DINING ROOM BEDROOM GARAGE - Fmmi - -- - -----�— 1 77" 77F 1R_!3_0_ BATT !I CRAWL SPACE INSULATION .1 I GORRBSA'TED Na X STEEL AND FLOOD PLANE EL. O.O' FLOOD oPPNINS CRAWLS AGE FLOOD PLANE EL. 10.0' D GONTRAGTOR TO VERIFY ALL DIXENVON5 AND AVERAGE BASE i ;:�l AYE E BASE PLANE LAVERAGE BASE CONDITIONS AT THE SITE AND REPORT ANYPLANE ; ( ALL MATrR L ELCN III EJ-EV, a,GB' SOIL BEARI 1 �EDISCREPANCIES To THE ARCHITECT BEFORE �1G GAP GI 15 ASSUMED pLAh- ELEV. �J.OS' PLANE LEVE TO COMPLY WIT � r FROGEEDING WITH THC WORK. I FE A REGULATICN5 AT (2) TONS/SF. TC B VERIFIED BY A• EL�V. a,08 SOILS ENG'.NEER. •F O ENG TO BEAR ON DO NOT SCALE! DRAWINGS, USE DIMENSIONS. VIRVN OR UNDfSTUf 1,5WSOIL. CCNTRACTOR SHALL 06TAIN ALL NECESSARY PI=RMIT5 FROM THE MUNICIPAL AGENVE5 HAVING JURISDICTION BEFORE 5TARTIN6 WORK AND SHALL OBTAIN EITHER A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE Or CCMPLETION UPON COMPLETION 11 SALE - _ 0= THE WORK. KING: IT 15 A VIOLATION CF LAW FOR ANY �j /� G 5 • I U PROPOSED ECT1 ON FERSON TO ALTER ANY ITEMS ON THESE PLANS. WINDOW TYPES " DIA. COL. ENCLOSURE 10" AS PER "FYPON" OR i _ APFROVIrD 4x4 WD 6 '" II COLUMN BASE <, t" E 4" ABOVE ROOT (TYP) O O - Q O ® - GAP NEW STONE TREADS I� GOLD WATER 30 ® ® METAL POST CONNECTOR ROOF HOT WATER ANCHORED TO NEW BATHROOM SINK B5 ® ®� BRICK PATIO / 2N 11 'v 2" V 2' V 5LOP SINK NEW BRICK KITCHEN SINK K5 < / WATER CLOSET INC � WINDOW SCHEDU�,L//E/,rr�.�N� ww ���I� �•' BRICK PATIO �'/ ��[� ,r NEW GONG. WALKWAY NO. i�Vf-.iw'M1\V M/LfM+. P,"11/• '.- 1o. 1 1 pr '. .'��q `i� •.,,' p <.•<I� 'N 5. </ •L. SHOWER SH <�. :• < . . < 4 BRICK < WA5HER MACHINE W I I'-a 3/4"(W) x 4'-7"!/8"(H) MARVIN HINDOWS IDH-2256 DOUBLE HUNG 8,44 5Q FT - <.`.' 'g;<,u` '; STEPS <r 4.' e DISH WAS♦-}ER DW 2 V-Q 5/4"(4 x 41-71/6"(H) MARVIN WINDOWS IDH-3456 POUBLE HUN6 15.1 5G� FT `r'' <'4,' <•<, ?�1 ":µ. L5 O, - - - - - SHUT-OFF VALVE l0 3 V-113/4"(W) x 5'-Il 1/6"(H) MARVIN HINDONS IDH-5472 DOUBLE HUN6 16.84 50 FT c 4 111 3/4"(W) x 5'-11 1AVIM) MARVIN WINDOWS IDH-2272 DOUBLE HUNG 10.85 SO FT 4' �I B 85 S B5 B5 .<I< <r G1 )ATul WG WG I I N NO R 5 514"Nq 5/4" x 3'-II 7/b"(H) MARVIN HINDOWS IDH-3445 DOUBLE HUN6 1122 5Q FT N < ' m SH TO EW D YWELL <, .`4,,; a 2ND. FL, f ' I 6 2'-q 3/4(4 x 4-11 7/b(HU MARVIN WINDOWS IDH-5460 DOUBLE HUNO 14.05 50 FT I I- F.• ,t, , Y1. ° :z- a a GONG. FOOTI N6 t 1/2" 4" 1 V2" 1 1/2" 4" 1 1/2" II2' 1 1/2,11 1/2" 4" I '1/211 7 Si-I 8/4"(w) x 41-111/454(H) MARVIN WINDOW5 IDH-5660 -- DOUBLE HUNG 15.641 50 FT _ I ^ «. <.K• e'1' '1r �- I'-Q�' I I = SHALL BEAR ON «�. b V-1 5/4"H x W-5 1/8"(W MARVIN HIN70WS IDH-3652 DOUBLE HUNG 15.5a 5Q PT ! I p �, ':.�; . -` VIRSIN OR — D—� _ III I I ! I �C� =1 I l—i I I'II I II I II i it I�� IIlI ITT UNDISTURB1wSOIL 1,1 CO 41i 4" G I 1 '4'11 CO q 2'-O"(W)X 5'-11 I/8"(H) MARVIN HINDOWS ICA-2511 CASEMENT II 85 5Q FIT IN I SHUT-OFF 4"5 4"9 I 4"S VALVES l0 2'-I 5/4"MU x 4'-11 '71b% MARVIN WINDOWS IDH-2660 DOL'BLtr HUN6 lo.?I BGa FT W,q�,E /'`� . j��` �,�8�(„E 2"V 211V 2'IV - It 2'-4"(N) x 3'-7 3/4"M) MARVIN WINDOWS CASEMENT 8.4 50 FT DETAIL T COLUMN I f `� r r DETAIL T TOO - N >t 12 6-O"(I� x III(H) MARVIN WINDOWS IRT-•7318-PD ROUNDTOP 6.14550 1^I- � (� NO. DATE IIDESCRIPTION INIT. W K5 K51 P.A I. 13 V-4-H x 2'-4"M) MARVIN ININDOW5 10C1R2c1-IH-GA RCUNDTCP 7.7 SO FT 1 I REVISIONS AREA DRAIN TIE BB 55 W AREA DRAIN TIE GUARDRAIL TO �INTO AR`!YdELL/ WG INTQ vRrvt-L i COMPLY W/ SEPTIG Tv 5EPTiG1 MITEI:7 RETURN ,. IST. FL. A.D. A.D. F.D. " U 1 A.D. 8316-GUARDRAILS MITE2LrU AT END G.Ol�G.O! G o2° F 4" I I/2 1 I/2 � . DOVETAILED PROJECT OJ ECT NAME: DROUZAS RESIDENCE 2" � O 211 211 GO 411 2n STEEL LINTEL r..�CiH�UUI� BALUSTERS TO TREAD SIZE CP CnNIN6 SIZE OF STEEL LINTEL m 54120 COUNTRY ROAD SOUTHOLD,SUFFOLK COUNTY,NY UP TO 4'-O" WIDE 3--!/2" x 3-I/2" x 5/!b" 411 WD GOPOUT DRAWING NAME: � UP ro a'-o" wlDe 5°x 3-I/�" x 5/16" TREAD POST �.�' F_GTI0N 4" G.I. HOUSE DRAIN UP TO 101-0" HIDE 6" x 3-1/2" x 3/8" - MI TURN i WIN� G ON 5HF_DULE, R15�R PITCH 1/4" PER FOOT ALL ?rEL To a5 GRADS Fy=so ITREAD ter_ TO �1R�EAD DIA RAM f$ DETAI LB ALL PLUMBING WORK SHALL CONFORM WITH 4" CHAPTER 25 OF THE NEW YORK STATE TIE PLUMBING INTO 5EF T IC BLOCKING FACE SCALE: DATE PROJECT No.: eY: RESIDENTIAL CODE, SYSTEM N.Y.S. APPROVED Bi::N / STRINGER As Indicated 09/08/05 05-147 RZ NOTE: CARI Id 1.ALL HANDRAILS TO BE IN ACCORDANCE COMPLY WITH ' 5EC7ION 8515-HANDRAIL5 OF THE RESIDENTIAL GORE c•,RR1A�_ eo ARcy OF NEW YORK STATE, LATEST EDITION. ZA 2.ALL GUARDRAILS TO BE 1N ACCORDANCE $ COMPLY RISER MITER? I e tn(JI WITH SECTION R316-GUARDS OF THE RESIDENTIAL 51RIN � ' r O Q CODE OF NEJM YORK STATE, LATEST EDITION. WALE SCALE � PLUME31 NC R1 SE ' D I AORAM Voll NDON 4 STEEL" LINTEL SCHEDULE � �� HANDRAIL DETAIL. �WALEPC STAIR FINISH ''FoF I 1�LT.8. N 31� �I-O I •I-O i I. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING Rstfuril. j CONDITIONS AND VERIFY LOCAL REOUIREMENTS NI 71H _ s t trt�x*i ct w,T.� r>v :. � s 1 ri LOCAL BUILDlN6 OFFICIALS. •slr�sr3efaarr'ite +� -.;z b C ib 3 i , j 2, ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY ]Jr,.rr ro,!s ar ntrrw,ne nnit CONTRACTOR PRIOR TO CONSTRUCTION AND PRIOR TO OR^ERINCC MATERIALS. I*x <'s` lrrr rsr 1r z»etich j:ur,s,fn:e tiai! 5t�"--nt�rY,i.ti u��rzfirnr�i�•'.x:riot••= �"s;.rii= �irr 2�'.ti�;s�`'.,,. .�, -..,.,.._ 3. RECORD ARCHITECT / ENGINES-R OR ^� I N ..�5 6 CONSULTANTS :r AR.;_ NOT TO FIELD SUPERVISE OR INSPECT THIS PROJECT. h•`vz;-r�K-of.o m-OLrR�at t,�:lurit �` ^: \ Q v<<.r:�•k It3.srr ;t::i>tt+.finer yt",I - w i�.J:•• _ -•�•- - ; -- AL_. GONGRE i E SHALL BE Y.IXED :SND i LACED IN �r;atr•�sr. stl°re,�t=tart �, �. �� � "• ACCORDANCE WITH THE LA;;=ST A.C.I. 3000 F51 MIN. 15ur�t:�tt►l.,.th t nsG .- - _- �1 ztn.c. j �° •��� AT 25 DAY TEST (A.G.i. 31Q-63). >�►rt�.,�wl>~:. .�r: it -_. �. ._. ._..:_. :. ZAMf3RANO ARCHITECTURAL ••1�\ FOUNDATIONS 5. ALLAND o ° NS FOOTINGS SIZED FOR HEARING ON -*•',ire I�r��ic�i:-.ac•'�ts�:kin;;�t=a;:�.l��i_�:�rrtits, .,� 1.tP,,!• "'"''"�"�-'�'�"'. ' VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF (2) TONS r}a' 't1�rL- `�,�ir�=�''nrcw. r��,, r,.z•.:lt,s�i:tji,iur S.?n' �eriiin DESIGN, LLC PER r-50. FT. MINIMUM OF 5' COVER. tri ,. �- =T€ra ?Wt,:FSt•'tr,•;� ,�•t',r.!t�i'Tfij�•:ch:•i rrrf:•:r:;fi;i 5�r:.a;U i4 �-.1 `"'y"��' i , t )Y+' 'S2,.i:tT+rt.t L':c1'uXi iCi:i 191 r arcus 6. ALL WOOD FRAMING , INCLUDING JOISTS BEAMS POSTS, mr _ +tM r s Avenue Suite C-111 STUDS ETC. TO BE DOUGLAS r^IR CONSTRUCTION GRADE w=�:s-�Fs:.ir-tN�ra <- -: t ^.=:'' M Lake Success, N 11042 OR BETTER a fd1200 PSI. zt �Cli ldf!.t•zn itxt:fi:ir?Y ,a:ri. :1t:i3 `{yk !` T uCCeSS Y two W.xr 1. )h�' I; '.n:r.;rhrrs n��r;�,; el: (516) 616-4804/ Fax: (516) 326-2712 7. WOOD SILLS ON SLAB TO BE (2) 2x6 GGA WOLMINIZED r -.w- �.. +. LUMBER W/ 1/2" DIA. ANCHOR BOLTS 8' O.G. t";trriar,��t 1-arriz r L r-.tulL,ue 1=1 i 4-N SIMP50N STRONG-TIE VMPSON STRONG-TIE 51MP5ON STRONG-TIE g, ALL HE-ADERS TO BE SUPPORTED BY 4x4 POST TYPICAL H 5E15MIG 4 HURRICANE HGP HIP CORNER PLATE H SEISMIC, 4 HURRICANE fir'=�t1-�r-?;,:rsc:,ji:ie�Tictrsu •: ;"rurmilii TIES (HGP) N.O.N.) TIES (H2.5) HCP2 2x MEMBER 51ZE q. PROVIDE DOUBLE HEADER AND TRIMMERS AT ALL STAIR (HIO) 'ti:-a••7...�a••'r uuJ,,,rsl �t:•,,->;.�._rsil.-,�. •, . . _.: . ,:. .. ••..._. INSTALLED ® 32"O.G. HGP4 4x MEMBER SIZE INSTALLED ® 32"O,G. AND FLOOR OPENINGS AND UNDE=R ALL POSTS AND PARTITIONS RUNNING PARALLEL TO SAME. ., v.?F.:�rtr;.-�r,•t�.:r.'t kanring,,f:,:r-r'.2ti - _ 10, ERIDOINC TO BE EITHER 50LID OR 18 GA, GR055 BRIDG!NC� NOT EXCEEDING 8` O.G. te� f=1 SCALE E HURRICANE � r E SGAL.� �I� GO�I`L�� �'A+LB �+ ' tom+ 11. ALL HEADERS TO ( ) L '�si�i�.rl,.��t'�s �h-s ,� � �- �IURRI OANI OL.I TRU RAFTER BE 2 2x8 U.O.N. ON PLAN. _ ,, -i'ink-:i.�rr:tttkiR•- ;cr-sit j� +-r 12. THE TDP AND 50TTOM OF JOISTS MAY BE NOTGHE5). KTS. N.T.S. N•T•`�'• NOT TO EXCEED 2". NO NOTCHING AT MIDDLE 1/3 N hhvvv 011o v, OF SPAN. y.. ... . . "Ti"o�:#r zti:;t r,.4l+�+m erre; t.uiti.p g >i:w x�nt t Lau:t= •rr�h is mihtr In=.:arc r Ind 13. ALL STRUCTURAL WOOD TO BE KEPT BACK " FROM 2 %%tu xgt w CHIMNEY. 1 z�3rirmkx 14. JOIST HANGERS AND OTHER METAL FASTENERS TO BE f =mow_ t�=��.: • .` '. ` 0520 X 13 MINIMUM t�,��>'r:t�:ro;>;.r.�:r,r=�.;tr• tt��i�J:�tr�*_� .. . "TECO" OR EQUAL. -t6:1 firsx tr..•it 15, ALL CONCRETE HAUNCH FOOTINGS TO HAVE (2) #5 :�i: rritr G�r.Sr�'^ i xA i.E� REBAR REINFORCING RnDS (U.O.N.), i• =dxtrurtat:epor s ----r,m 'astrtr.�tt:rvavj;tjisn:?r: ;ia'`r,4. ri 9,.tJ6tt3or.mut - n �Ffia wr' *tm,, ti~a I''"we►hln to rrareln i EiF ;ry;r�r:=�aiiiicuss'tusr Kai: --- I6. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCLUDING SLABS) SHALL BE DAMRROOFED ° W/ AN ELASTIC, GOAL TAR BASE, `"; :Aod�tirr,:.-t:u , ti 'lit;-I 1{;• .s ';• �t l-i ':� 00 1-1, FIREPLACE FOOTINCGS SHALL EXTEND 6" FROM FOUNDATION riaa rdc.rs4 - y° l ° ON ALL SiDES. I8. PROVIDE COMBUSTION AIR VENTS AS PER N."I',5. ENERGY " CODE. -F,r,STiNrR 3CWnIDtit;F-MR,6-71911CTtiR4i,1 IENIOLAS 14. FOR ALL 4" POURED CONCRETE SLABS, PROVIDE bxb 10/10 a :rt *rt^; r Est_ r:u _ &t csr��� i rkwt;s ""�--------i ° WWF OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER ht�s Rrzra aEs>r x t� F j `- • 6n 13 ,.. � �`'` -_ ':c :' � fi¢tnrJ�• ..=.�,,,�nCr.�stu�G3rY:r�tr4y:�rY•��,,�wuff�.t^$.; L5SU28 WELL COMPACTED FiLL. ° ° 20.AT LEAST I 51 N t=� r'nrI ;•cit' h #:z r ' r; . .::.. .. _..._. SLE STA i N SMOKE DET l- !r•nr�tcr lcxa-<s+rr•r• t: 1 l) T O 5 E EGTiNG ALARM k Y. -.'- .•. 100 ° .>,x!� tft sCBtls::t � r:nt►i.ct iC Tt' TrIn i ^ DEVICE INSTALLED IN CONFORMITY W/ SECTION R51'T - SiMP50N STRONG-TIE © IN EACH SLEEPING ROOMS AND OUTSIDE EACH SLEEPINGlrrrr'tra, ...• - ;��rrt-rr;trrnuit=c +?-e}t:' ., L55U2b COILED STRAP (LIG-HT GAUGE STEEL) ROOM AREA AND ON EACH STORY -• INTERCONNECTED. :-,f�_,x•'r>i,bsrnt c�Ti•v,cric•��tctr+^sc+�t !���-�E���t�,i��rti�:rn�;rt�r".t ADJUSTABLE LIGHT SLOPE=AISLE / SKEWABLE t wlrt rt�;in� r�ttrrrrr•rrara l rr r `pis ' r '� t SIMPSON SIMPSON 5,RONC-TIE U HANGER 21. REGARDLESS OF WiNIDOt�r- INDICATED ON PLAN, PROVIDE ' • ..... :.: ev":1 4JI014; s• STRONG-TIE ADJUSTABLE LIGHT (0520 / LS5U28) AT LEAST tr,; =;�tti�, list w*ra.l: - . CONTRACTOR TO VERIFY ALL DIMENSIONS AND SIMP50N STRONG-TIE (I) EGRLSB WINDOW IN EACH ROOM, EXC.E T - ?„'jr��if13t tsl;r,,�l,.11t<'. -. r"'iii.':J�T4it�tt:ltS,i1;3tcyt:t:re�i.am%.cPrL. • .•`.''.: •.`:.' p CONDITIONS AT THE 517E AND REPORT ANY I DOUBLE SHEAR SLOPEABLE / INSTALLED @ 32"O.G• KITCHENS, BATHS, AND BOILER ROOMS WITH A MINIMUM : xl,i r r< , �;� f� DISC,R 'ANGIES TO THE ARCHITECT!i'~FGRE JOIST HANGER TWIST STRAP r ttyrt�: I :,, � , _ SKEWABLE U MANGER (MTS) 6520 FOR RIDGE OPERABLE AREA OF S 5Q. FT. ON GRADE LEVEL AND ��. PROCEEDING WI7Fi THE WORK. (LU528) (L55U28) COMBINATION Ga20 / LSSU28 FOR i .,t vrirn�vl>n.rr�linvn:r.-i-.�, I n 5,7 SQ. I✓T. ON UPPER LEVELS WITH A MIN. OPENINCI :..:-.. INSTALLED ® 32 O.G. `'.�;;,,�::rrr s',It:�tlrirt•x 'k��JUri2lr�i'n9�;.at'•,tr Gkr•rtiis•�:f s._` . t'�•: .•••-:�:�_-' .•� + INSTALLED 6 ALL INSTALLED ® 32"0.0, STRUCTURAL RiDGE HEIGHT OF 24" AND A MIN. WIDTH OF 20". A SiLL OF 1s, a„ :Y : � �, _s :,- - '• DO NOT SCALE DRAWINGS, USE DIMENSIONS. JOISTS NOT MORE THAN 44" ABOVE FLOOR AREA OF WINDOWS ;F w`:F '" - 1�ksui�*'1m•r»cid Fa>res,�ccrntilrsR!an xi Y�it�xa r:ettl,teiys�mar{t+3trxm .. 4 �"' CONTRACTOR SHALL OBTAIN ALL NECE55ARY AND SKYLITES SHALL BE 596 OF EXTERIOR WALL AREA, aid„5e . rxi ti-+.,rid� ilut`�tlexsrtlsl:,rr,rt:�E' P—RMiTS FROM THE MUNICIPAL ACENCIES HAVING SCALE SCALE SCALE - _:_ _ .. . . ..._�.. .:... , _ - — � _. " ��' � M�` ,1UR15DlGT1ON BEFORE SfiARTINC-� WCC�IC AND SHALL i d ''r�-1 f s3' l iz---t-r5ii ca 41 srtrrrti"a ntwrl.,I f JO 15 ! HA OER F05T TO BEAM D 22. GLAZING IN DOORS 5HOWi:,,-Z DOORS AND IENGLOSUR� S r :"' OBTAIN EITHER A CERTIFICATE OF OCCUPANCY OR t, T it7;f :war-rcrrt unit r."d4jihi Tr al._. „ A CERTIFICATE OF COMPLETION UPON COMPLETION KT.S. KT.S. N.T.S. SHALL E3E SIZED AND CONST GTED OF MATERIALS i ' lin ; : {t �: ,: OF AS TO MINIMIZE THE P0551BiLf?Y OF INJURY TO ._-�.... THE wcRK. t °� 1 3 arz ;.1 rrs t t Cyst :i��ir,•i,(t!z T: —#tr nr�,. :nh. PERSONS IN i`HEV;^NT THAT THE GLAZING iS r�tir,::tGrrrxlris*vtir accurst;sr.:oxrs :irxrrr..tstr-,ac�rM;,,: =:- WAR____�'31NC7, IT I5 A VIOLATION OF LAW FOR ANY ,t:�h�r�nsJ:r�aits a :A,:i•-a zt:+:_ ti,r t ssric nd slit r,°tarccesses :*�:,nt tl:rsrz fn:v-.ra�_zrsr rr PERSON TO ALTER ANY NEMS ON THESE FLANS. BROKEN OR DAMAGED. K:rrsL�txrr,rE:ts•yia?T:T x y a„1tu;:s tt r's t3 htTea' r.h sir=_+r •x,:�'.t sur rcTi r" ,rca� X La s; r rr,�fi'� J• � sl Ti � EN tY.t�•`'t:cr�i:r�lu �rrtanr:�;, ,;�ndtL'ar{�:�;�:7:�;'fi�fjt' r r : - - ?�?^--:!�i:-1:'si�E�, r•tE�riii>�:t�ir;mLikut•,•rC�(:t�:r:rl�rf , 2a. ALL CONSTRUCTION LEND~ SHALL BE IN ACCORDANCE W/ THE .� irxr-'t, ,�r,:c urs 'tl:j>+szrtrtit GUT IBC 2OOOGODE-S, THE IRC, BUILDING CONSTRUCTION MANUAL .v,+ i>xrr$itstttzrsrlmbera-ml x:£+'�rxx*.aasp utz- 15:itchir rTZf' 1 LENGTH AND THE N.Y.S. ENERGY CODE. h I +1r- _b}=x ;,tkar3.Fr,;l.Tr• s ,:;tt>it� ii>iTi�carl :ficsi zTt' i�. J•;.>:< ,.:: .. -�•r"s.�a:rrt:..;.rigcl,ts•:ilisrLi�l;r�iv:.}ri11'�sr�•s;�t:t'ntr o i;:l4tst� �.: "_•. ''•�T;: .. 24. ALL PLUMf31NG FIXTURES SHALL BE INDIVIDUALLY TRAPPED 1 �: +':artvAquaxx_tuik'wi-ndq-1.nrltr,r>t�•;�cY}�rrrf�t:cl�rmti3s!�.!vlLj.; Wkijvj'tF.7alis�rrw��wr�naAr�; tsr+•,lLiul;ir'm �"elb•3>rir o,-: r.,rrM xr.Tllr .�ur;;ln cno..'G:iutt�� t;w'rya4:ii�siM1�l s,fir'ztriiaryPleri{jisiso..ts;rrit ;�y��y4 (` tnrirfttrtucZ AND VENTED AS REQUIRED BY THE N.Y.S. GORE. CAST IRON t i:.,..,;yi>ru.3:r�.:�;T}rsi:yindap:c3L•fi:+�amrtlr:•Tc+e:.r,�3KFx.-srs;rw�•.'.-asr��;a�.:rr�s:t�.s�i� i�sr .ti:sitr�r3a "•- , . . . C 1 !t:itr• ;stniarrilftsoh:nwylGlT�1 Ys'stit[ in .YS' PIPE SHALL CONFORM WdLOGAL CODE REQUIREMENTS AND rr<crr. •.�t'r,, ,tticNisis;•ei- r�ai�lri,srrTtt irs�fzJ;lir,lis:7in€;tn��irJwri„air•"ir,lr,fait.x£:aii•�rrti„:fir:,sftr:lsei-. rrrTri�va�aett•x; •'P HAVE APPROVED CLEAN_ ;OUTS AN JOINTS. ri17�+t t*t:z•ittclrtli it:^nrisa*eq, � F' - , .-- (z �`r trrn rite t?sstn cbIi a,!rrrrr t 'n _ -t a �.• _ tq tt y sszrr; wnt,t [... 1�:aa• _nw ei1' i h:Galt#>r+sr,wt1 > t CLEAR 25. ALL HEATING AND G O II :, O LNG DESIGNS SHALL CONFORM W/ .rP' F15Z".vt �. �,k>Fir:;tirr•�r�rrr_i•�h , ,.: �:�. � i,' . .. � t,ri1"Ui;;vF..Ci �'rt3i -r`-~��te�.•,r.>:;nsr SHR 3. � '�4�i';•rartn,;t;yrr•;�llits �x �... „y;,, ,.. � X t SPAN A •A•--• rsTi4ti`~ �3 �= s�ntrraFr, �rsr?lYtisrstrtr�tia:amt,T>i �t<:q*fir -7T:; �iri `a�fi} j.�t riuuslk-t.;tstt '� s=� t ��su �.s�(r fr;miva,;t�i••u �- ... 1...�iiw: ��r r.:, T"� r + 4ta'x�Sf4�,i::i#,:t:�:�'�wzrt��csirrre��;.li'r"��i,�,aCa.z+J4';tri'it�rsh:alt'�•rzt:aa'Scl^�4r?�:+r t • * a, >,��a5 �sirrnlr�_reraks,a*t d? w + ' P r i tom,[ Tic>+crir�•rar,#Yt�trt,mr • 26. ELECTRIC WORK TO BE IN ACCORDANCE �"`� ,Y`}- i a .ruisif.rrk:_ t;sritnt, i:�tntt'r tai t ' �• TO W/ N.E.G. AND .':itt+�nhz:ur^tip:-Ta:T<u�. . . , "... ...-......'.. ......... .. . ... .. • �• .-• _. ,. ���� ,.. �T'`. ... , •• BE CERTIFIED BY THE BOARD OF FIRE UNDERWRfTERS. � :•�. ..• ...: • . . .,;. , . 1 A3BF MAY NOT BE 27. NOTED DIMENSIONS TAKn PRECEDENCE OVER SCALE. INSTALLED OVER 2b, ROOF RAFTERS AND CRAWL SPACES TO BE VENTED A5 LTP4 ON SHE:ATIH N6 .' EN PER N.Y.S. CODE. IAS i ENER SCHEDULE 'PLYWOOD 2�i, ALL STAIRS SHALL HAVE HANDRAILS IN ACCORDANCE LEN6T ..w•• SHEA THING PROVIDE MINIMUM W/ IBC R315. I" END DISTANCE 30. ALL CONSTRUCTION SHALL BE IN ACCORDANCE AND SIMPSON STRONG-TIE COMPLY WITH THE RESIDENTIAL NEW YORK STATE LODE. PROPOSED PROJECT SHALL COMPLY WITH THE FOLLOWING: STRAP TIES EQUAL NUMBER OF (MSTI) SIMPSON STRONG-TIE SPECIFIED NAILS TABLE R602.3�I) TABLE 8301,2.1.1 m IN EACH END FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS DESIGN CRITERIA: CONSTRUCTION DESIGNED IN INSTALLED ® 32 O.G. FRAMING ANGLES � �ENERAL NO'T""=c,..1�• PLATES SIMPSON STRONG-TIE TABLE 8301.20) ACCORDANCE WITH AMERICAN FOREST 4 PAPER (LTP4 / A55F) STRAP TiES CLIMATIC, AND GEOGRAPHIC DE51ON CRITERIA ASSOCIATION (AF $ PA) WOOD FRAME GONSTRUGTION INSTALLED a 32"O.G. (0516) yy,as TABLE R501.4 MANUAL FOR ONE TWO FAMILY DWELLINGS (WFCM). INSTALLED 6 32"O,G. INSTTA V MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS BETWEZINI c y,� TABLE R�I05,2,5 +�- BGOQLT�EADS MU`5 FASTENERS SCALE �T TO �O I T $GAL PLATE i O �+� ANpNW00D N LED TABLE R501,20) v KT,S. t� �Tr. SHEAR HALL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA =. DE DESCRIPTION INrr. N.T.S. HEADER 6RCUN WIND SEISMIC SUBJECT TO DAMAGE I"ROM 1,2 WINTER ICE SHEILD FLOOD SNOW SPEED DESIGN t- F -VISIONS aim sort °`• •:��^ WEATHERING FR05T LINE TERMITE- D..CAY DESIGNUNDERLAYMENT HAZARDS pvcrg-tie ;.'' ,;"` LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HD1E •:a•. 1 — SCALE 45 P51 110 G SEVERE 3`-6" M-H 5-M 13 YES PROJECT NAME: t i 0 CORNER STI F NERS Ra05.2.5 FASTENERS I t i BOIL DIAMETER KT•S. TABLE 83014 FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED DROUZAS RESIDENCE ° i ! + I/16 MINIMUM UNIFORMLY P15TRIOUTED STEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, L Fasten rim ,Joist to each floor LIVE LOADS (iN LBS. PER SO. t=T,) MiN. 12 CAGE SHANK W/A MIN. 3/8" HEAD ASTMF 166-7 OFA 54120 COUNTRY ROAD SOUTHOLp,SUFFOLK COUNTY,NY ° V I joist us(rg one IOd (3") box nail USE Lim LENGTH TO PENETRATE THROUGH THE ROOFING MATERIAL AND A i I •' n per flat e 5/4" 'INTO NAME: • 3)IODX1 i/2 p 5 LOADS MIN, Or 3/4 INTO THE ROOF SHi=ATHING. WHERE THE ROOF NAILS EAG ' ° EXTERIOR BALCONIES 60 SHEATHING 15 LESS THAN 3/4" THICK, THE FASTENERS SHALL s t :• SIDE OF DECKS 4O PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL DETAIL AND FASTNER 5CHEDUAL (3)IODX} I/2 RS05.2.6 STUD 5P4 NAILS SEP PASSENGER VEHICLE GARAGES 50 COMPLY W/ ASTM F I66"1. t • 8d A77105 WITHOUT STORAGE 10 ATTACHMENT — T SCALE. DAiE: PROJECT No.: 9Y: ATT105 WITH STORAGE 20 ASPHALT ROOF SHINGLES SHALL HAVE A MIN, OF SIX box rails ROOMS OTHER THAN SLEEPING 40 FASTENERS PER SHINGLE WHERE THE ROOF 15 IN ONE OF THE As Indicated 09/08/0$ 05-147 RZ SIMPSON STRONC-TIE SIMP50N STRONG-TIE . ' at V'oc SLEEPING ROOMS 30 FOLLOWING CATEGORIES - THE 5A510 WIND SPEED PER , ADJUSTABLE $ STANDOFF STUD PLATE TiES (LiG1"!T GAUGE SIMPSON STRONG-TIE STAIRS 40 R501.2(4) IS 110 MPH OR GREATER AND THE EAVE 15 20' OR POST RA95 STEEL) ��1wAf:(Fty PL>r,T� �1� WIC�WER AB©!� CiQA©1= . �G� AR st(fferrr GUARDRAILS RM7 200 R505,22 UNDERLAYMENT APPLICATION �� ZA (ABA44) (-,P4 / 55P) (BP) HANDRAILS / �' M6 F AT EA. F05T ANCHORED TO SSP FOR SINGLE STUD BASE PLATE ® EA, Minlrrlal 2x6 plate required for flanges FOR ROOF SLOPES FROM TWO VERTICAL UNITS IN 12 UNITS ,; h CONCRETE (2) 55P FOR DOUBLE STUD ANCHOR BOLT TO wider than 1-•3/4". Rim iaists with 3-1/2" HORiZ. UP TO FOUR UNITS VERT. IN 12 UNITS HORIZ, UNITS SHALL INSTALLED o 32"O.G. FOUNDATION flanges require speelal design. BE TWO LAYERS. SCALE SCALE SCALE gc� LPI I RIM JOIST Vl 1 TH -�T o2703� �L •� P05T BASE � STUD TO PLATE � BASE PLATE � N.Y.S. CODE COMPL i ANCE SOF t E KTZ. KTs. N.T.S. N.T.S. >V E5 STIFFENERS I I i I SECTION 01-132 - SELECTIVE DEMOLITION SECTION 06100 - ROUSH CAR!�ENircY ScGTiON C"3il - ASPl-SALT 5RNOLE5 SE,"TION Og2660 - 6YFSUM SOARD A55EMBLIEe PART I - 6ENERAL PART I - GENERAL PART 1 - (SENERAL ?ART I - 6ENERAL 1.1 SECTION RECUIRLMENT5 t.l 5EGTiON REOUIREMENT5 1.1 SECTION REOUiREMENTS 1.1 SEG T ION RE0UiREi1(EN T 5 2. Reinforcing Wire Fabric: Galvanized, welded wire fabrlc, 2 A. Unless otherwlse indlcatod, demolished become A. Submit model code evaluation reports for wood products. A. Submit Product Data and Sg~~p!es. A. Submit Product Data. RT 2 - ;R.,DUG; , ,� P , _ „}�, required, by 2 inches (50.8 by 50.8 mm) bu 0.062-lrch (1.57-mm) Contractor's prcpertu. Remove =nom Project site. FA '' 3. Identify each bundle of shingles with appropriate marklrgs B. h ere ;T., r�t�,d a_serrbiies are . e uired provide � ! '6 1 ` � cl. : 1% cilameter; comply with AS i�i 4 85 and ASTNt ,�, v2, excepfor R Items indicated to 'ce removed and salvaged remain 2.1 UMBER, eENERAL of UL or another testlrg and irspect'rg agercy acceptable to materials Ord corstructicn Identical to assemblies whose STC minimum wire size. Owrer's rcpertu. Remove, clear, --rd deliver to Owner's A. Dressed !umber, 545,- lit percent maximum moisture content outhcr!tles hovira Turlsdicten. ratir. s were determined accord(" to ASTM E 90 and } ,. g 9 G. Gementittous backer units complying with ANSI AI18 a of designated storace area. for 2-inch (38-mm) thickness or less, marked with grade stamp I. Fire-Test-Response Giasslfication: Provide shingles classified according to A5TM E 413 by a qualified independent thickness indicated. i G. Ccn•pivwlth EPA regulations and d's�csol r-gu!at !crs of cf ir5pecticn agency, class(-led acccrc'lna to A5TM E 108 or UL 7qO as Glass A. testing aaencu. P � ART 3 - EX._,..UTION I authcritles havfrg Jur!salctior. 2.2 „ =A cD MATERIAL5 2. ;Mind-Resistance-:est Gnarocterlstica. Provide products C. 'rihere fire-fire -rated assemblies are required, 3.1 1N57ALLATIGN + D. Conduct demolition without disrupting Owner's use of the A. i°reservative-Treated 'riaterials: A1,NPA G2 lumber and #den;lcol to those that have passed tests according to ASTM rovide materials and constructlon identical to assemblles A. Gomplu with parts of AN51 AICB Series of ZAMBRANQ ARCHITECTURAL the instailatlon building. } AWPA Gq plywood, labeled by on inspection agency approved D 3161 or UL 11117. Fasted according to ASTM E iia by an independent testing and standards In "specifications for Installation of Ceramic Tile" DESIGN LLC E. It is not expected that hczardous materials will be by ALSO's Beard of Review. After treatment, kiln-dry (umber PART 2 - PRODUCTS inspecting agency acceptable to authorities hovlrg that apply to types of setting and grouting materials and to ' encountered In the Work. If materials suspected of containing and plywood to IQ and 15 percent moisture content, 2.1 A5PHALT 5HINGLE5 jurlsdicticn. methods indicated. hazardous mater!cIs are encountered, do not disturb; respectively. Treat indicated items and the fcllowirg: A. GertalnTeed Corporation, XT30 Standard 5hinlae5 or PART 2 - FIRODUCTS B. Comply with TGA's "Handbook for Ceramic The irstallotion." 1981 Marcus Avenue Suite C-111 Immed!Gtely notify Architect Ord Owrer. Hczardcus materials 1. Wocd members in correction with roofing, Ncehlra, vapor equal. 2.1 METAL FRAMING AND E-UPPORTS G. At showers tubs, and where Indicated, provide cementitlous Lake SuC>rLSS, NY 1'5042 w111 be removed by Owner. barriers, and waterproofing. 2.2 ACCESSORIES 2.2 ;. s L backer units and treat joints to comply with ANSI Af08.11. Tel: (516) 616.4804/ Fax: (5'16) 325.2712 ;I PART 2 - PRODUCTS (Not ,Applicable) 2. Concealed members 1n con.act with masonry or concrete. A. Undcrlaymont: Felt, ASTM D 226 or ASTM D 48611, Type I. A. steel framing for partitions complying wi.h ASTM G 64.5. D. Lay tile, in grid pattern, unless otherwise indicated. Align PART 3 - EXECUTION 3. Wood framing members less than 18 inches (460 mm) above B. Waterproof Underlaument: Minimum 40-mil- (1-mm-) thlck, I. Studs Ord Runners: In depth indicated and 0.0179-Inch joints where adjoining tiles on floor, base, walls, and trim are 3.1 DEMOLiTION grade. se!f-adhering, polymer-mad#fied, bituminous sheet membrane, (0.45-mm) thick, unless otherwise indicated. the some size. A. Maintain and protect existing utilities to remain in service 4. Wood floor plates Installed over concrete slabs directly in complying with ASTM D 1x70, 2. Rigid Hat-Shaped Furring Channels: In depth indicated and E. Perform cutting and drilling of tile, without marring visible before proceeding with dernolitlon, providing bypass contact with earth. G. Mineral-Surface Roll Roofing: Organic felt, ASTM D 24ct, 0.0179-inch (0.45-mm) thick, unless otherwise indicated. surfaces. CQrefully grind cut edges of the Qbuttlrg trim, finish connections to other parts of the building. B. Fire-Retardant-Treated Materials: AWPA C20 lumber oral Type I. 3. Furring Brackets: Adjustable serrated-arm type or built-1n items for straight aligned joints. Fit tile, closely to B. Locate, identify, shut off, disconnect, and cap off utility AWPA C27 plywood, interior Tupe A treatment, labeled by a D. Ridge Vents: GertainTeed Corporation, A#rVent Inc. - fabricated from corrosion-resistant steel sheet 0.05211-inch electrical outlets, piping, fixtures, and other penetrations so ,I services to be demolished. testing and Inspecting agency acceptable to authorities having Shingle Yent II (0.84-mm) thick, l 'I G. Conduct demolition operations and remove debris to url5dlction. E. Sheet metal roducta fabricated from copper, ASTM H plates, collars, or covers overlap tile. 1 p .� p pp 4. Resilient Furring Channels: 1/2-inch- (12.'1-•rrm-) deep, with END OF SECTION Oa310 o a } an !t , prev.,nt Injury to people and damage to adjacent buildings 1. Use treated lumber ��,d plyNood w+�, bend+ng strength, 3 :0, temper HGO or 060, 16 oz./sq. ft. single- or double-leg, and site improvements, stiffness, and fastener-holdlra capacities that are not I. Metal Drip Edge: Broke-formed sheet metal with at least 5. Z-Furring: Z-shaped members with face Plange, of 1-1/4 inch SECTION Ogg10 - PAINTING D. Provide and maintain shoring, bracing, or structural support reduced below values published by manufacturer of chemical a 2-inch (50-mm) roof deck fiance and a 1-112-inch (38-mm) (31.8 mm), well-attachment flange of 7/8 inch (22.2 mm), and In PART I - 6ENERAL T sL"bilit Ord prevent movement formulat'on under elevated temperature oral humidit I 1.1 SECTION RrQUiREMEN,a to preserve buifd�ng _�.- y � � � p �� y fascia flange with a 3/8-inch (,;.j-mm} drip at ewer edge. depth required by Insulation. � � T- settlement, or collapse. conditions. ( Furnish In lengths of 8 or 10 feet (2.5 or 3 m). 6. {pct--'!n olvanized coating complyingwith ASTM A 653 A. Submit Product Pato and color Scmples. E. Protect building structure and interior from weather and 2.3 LUMBER 2. Metal Flashing: Job-cut to sizes and configurations 540 (A5TM A 653M, Z010) far fraiembers attached oto B. Obtoln block fillers, primers, and undercoat materials for water leakage and damage. A. Dimension Lumber. The following grades per inspection required. s , g each coating s stem from the some manufacturer as the finish q, and within iO feet {3 m) of exterior walls. g y F. Protect walls, cetllrgs, floors, arta exoosed fin#rhes that are agent indicated. 3. Gen-Valle Metal Flashin Preformed, Inverted-Y profile coats. i � p y g� p 2.3 GYPSUM BOARD ,I to remain. Erect and maintain dustproof partitions. Cover I. Non- ood-Fearing Interior Partitions. Standard, Stud, or No. at center of valley and extending at (eget q inches (230 mm) A. Gypsum board products to maximum lengths available to G. Paint all exposed surfaces, new and existing, unless and protect fixtures, furnishings, and equipment that are to 3 grade: Eastern softwoods: NELMA;, in each direction from centerline of valley. minimize end-to-end butt joints, otherwise indicated.^ remain. 2. Framing Other Than Non-Load-Bearing Partitions: F. Asphalt Plast#c Gement: ASTM D 4586. I. Ou sum Wallboard: ASTM G 36 in thlcknes5 indicated with D. Do not paint prerinished items, finished metal surfaces, G. Neatly cut openlnas and 'r,eles plumb, square, and true to Construction or No. 2 grade: Douglas fir-larch: NL6A, WGLIB, 6. Nails. Aluminum or hot-dip galvanized steel conventional manufacturer's standard edges. Regular t lesser operating parts, labels, and materials obvlously Intended to dimensions required. Use cutting methods least likely to or MPA;. g g type, unless damage construction to remain or ad olnina construction. B. Concealed Boards: Icl percent maximum moisture content., L. roofing nails of sufficient length to penetrate 3/4 inch (A mm) otherwise indicated and Sag-resistant type for ceiling be left exposed such as brick and tile. Do not paint g j , p into solid deck(n or at least 1/8 inch (3 mm) through plywood sur"aces. concealed surfaces, with the following exceptlons. H. Prom ti patch and re al'r holes and damaged surfaces of Eastern softwoods: No. 3 Common per NELMA rules; Northern g g p y p y p p g � p sheathing. 2. Hater-Resistant sum Backing Board: A5TM G 630 in I. Label mechanical piping in accessible ceiling spaces. 1 building caused by demolition. Restore exposed finishes of species: No. 3 Common or Standard per NLGA rules; PART 3g EXEC 0yp g ' 2. Paint the back side of access panels. patched areas and extend finish restcratlon into remaining G. Miscellaneous Lumber: No. 5 or Standard rade of cru EXECUTION thickness indicated. Regular type, unless otherwise indicated. p g g 3.1 INSTALLATION 2.4 ACCESSORIES E. Deliver to Owner a I-•gal. (3.8-L) container, properly adjoining corstructlon. species for rollers, blocking, and similar members. A. Comply with Instruction in ARMAs Residential Asphalt A. ACCEor1e5 for Interior installation: Gcrnerbead, edge labeled and sealed, of each color and Lupe of finish coat I. Promptly remove demoiishfed materials from Owner's 2.4 PANEL PRODUCTS ply " point used on Pro ect. property and legally dispose of them. Do not burn A. Wood-Based Structural-Use Panels: DOC P5 2. Provide Roofing Manual"or NRGAs The NRGA Steep Rcoflna Manual, trim, and control joints complying with ASTM G 104-7, formed ART 2 - PRODUCTS demolished materials. plywood complying with DOG P5 I, where plywood is indicated. B. Apply waterproof underlaument at eaves end #n place of from steel sheet zinc coated by hot-dip process or rolled END OF SECTION 01-732 I. Factor mane panels evidencing com liarce with grade felt underlaument at valleys. Cover deck from eaves to at zinc or plastic. 2.! PAINT y p g p least 24 inches (600 mm) inside exterior wall line. 15. e sum Board Joint Treatment Materials; Comply with c Manufacturer's best-quality paint material of the various requirements. yp p y SECTION 03300 - CAST-IN-PLACE CONCRETE G. Install volle s complyingwith ARMA and NRGA Instructions. A5TM G 415. Paper reinforcing tope and dr in t e coating types specified. 2. Panels with span ratings reaulred by support spacing y p � p y 9- yp Benjamin Moore or Behr. 1 PART I - GENERAL Construct sheet metal open valleys. readu-mixed separate taping and to (n compounds. B. 611dden, j indicated. p � p p g pp 9 p 1.1 SECTION REOUiREMENTS D. Install metal flash(no sand trim accordin to details and G. Cementittous Backer Unit5: ANSI Af18.9. PART 3 - EXECUTION ,. 3. Gornblratlon Subflocr-Underlaument: APA-rated a 3.1 INSTALLATION A. Submit concrete mix designs• ingtruc�lons of NRGA's "The NRGA Steep Roofing Yanual"; D._Gementltious Backer Unit Joint Treatment Materials: B. Comply with ASTM G Q4; AGI 301, " 5turd-I-Floor, Exposure I, p g , p y Specifications for � Section "Asphalt Roofing," and ARMA's "Residential Asphalt Comply with AS T M G 4"i3. A. Comply with paint manufacturers written Instructions for 4. Subfloorin APA-rated sheothin Exposure I. P 9 `p - P y Structural Concrete for Bulidince"; ACI 318, "13uildlrg Code 5. Wali Sheathing: APA-rated StructurolpI sheathin , Exposure Roofing Marual." E. Acoustical Sealant for Exposed and Concealed Joints: Surface preparation, environmental and substrate candlticns, Requirements for Structural Concrete"; and CR51's "Manual of g` g p E. install asphalt shin lee with a weather-ex osure pattern of Noneo alntabie, nonstainin latex sealant complying om 1 In with product mixing, and cppilcation. Standard Practice." I' p ' g t p p g p g pyo 3.2 EXTERIOR PAINT SCHEDULE ; 6. Roof Sheathing: APA-rated Structural I sheathing, 1/2 shingle 5-inch (125-mm) of"feet at succeeding covr5c. A5�1 G 834. G. Engage a qualified independent testing agency to cleslgn F. Install rid events according to manu�acturer's written F• Sound-Attenuation Blankets: Unlaced mineral-fiber-blanket A. Concrete, Stucco, and Masonry: As follows, Exterior. g g concrete mixes. 7. Plywood Underlaument for Resilient Flooring: APA B-G instructions. insulation complying with A5TM G 665 for Type I. 1. Low-Luster Acrylic: 2 coats over primer. PART 2 - PRODUCTS y 2. Semigloss, Acr lic Enamel: 2 coats over rimer. CONTRACTOR TO VERIFY ALL DIMENSIONS AND {{ L END OF SECTION 07311 6. Miscellaneous Materials: Auxillar materials for u sum g y p „ 9 2.1 MATERIALS Underlayment Exterior piy�Iood panels with fully sanded face. y Supsum Smooth Wood: As follows: CONDITIONS AT THE SITE AND REPORT ANY ' 8. PI wood Underla meet for Ceramic Tile: APA-rated, board construction that comply with referenced standards. DISCREPANCIE=S TO THE ARCHITECT BEFORE A. Deformed Reinforcing Bars: ASTM A 615, tirade b0 , y y , SECT!ON 01c= - JOiNT SEALANT5 PART 3 - EXECUTION 1. Low-Luster Acrylic. 2 coots over primer. PROCEEDING WITH THE WCRK. (A57M A 6i5M, Grade 420). Urderloyment grade, exterior plywood, 5/8 inch (15.01 mm) thick. PART i - GENERAL 3.1 1N5TALLATION 2. Semigloss, Acrylic Enamel: 2 coats over primer. q. P1 wood Underlaument for Carpet: APA Underla ment NTS A. Install steel framing to comply with ASTM G 754 and with 3. Full-Gloss, i1 S. Welded steel Wire Fabric: A5TM A 185, fiat sheets not PlyHood y I.I SECTION REOUIREME, � Alkyd Enamel: 2 coats over primer. DO NOT SCALE DRAWINGS. v5`c DIMENSIONS. � Exposure I plywood panels with fully sanded face, s G. Wood Trim: As follows: ro115. AN A. Submit Product Data are, color Samples. AS7M G 840 regu#remerts that apply to framinq installation. CON , CTO¢ 5HALL OBTAIN ALL NECESSARY G. Portland Gement: A57M G 150, Type I. B. Pardboor a n underlayment: SI A208.1, Grade PBU. FART ,2 - PRODUCTS i, Isolate steel framin from building structure except at I. Medium-Shade, Semigloss, Acrylic Enamel: 2 coats over PERMIITA5 FROM THE MUNICIPAL AGENCIE5 HAVINe i D. Fly Ash: ASTM G 618, Type F. G. Hardboard Underlayment: AN51/AHA AI35.4, Glass 4 2,1 JOINT SEALANTS floor, to prevent structural movement from tronsfccrrrin primer. XR15DICTION SE=ORE 5TARTIN,-v NOREG AND SHALL (Service), S15; with back side sanded. ` g 2. Medium-Shade Full-CIoSs, Alkyd Enam 1: 2 coats over OHTAIN MTHER A CERTIFICATE o#= OCCUPANCY OR E. Aggregates: ASTM G 33, Glass 45. A. Gompatib111ty: Provide joint sealants, Joint fillers, and loading to partitions. • y A CERTIFICATE OF COMPLETION UPON COMPLETION F. Fiber Relnfo4ornent: ASTM G 1116, Type 111 enSineered D. :Fiberboard Sheathing: ANSI/AHA AIg4.l, Type IV, Class I, other related materials that are compatible with one primer. p y 1/2 inch (13 mm) thick, p another 2cl�lhere studs are lntailed directly against exterior walls, 5, peep-Calor, Full-Gloss, Alkyd Enamel: 2 coats over ol^ THE YJOREc. poiypropyfene filers. and with joint substrates under, service and application in_.all asphalt felt st ips or foam gaskets between studs and - E. sum .heathln Board: A5TM G 711 water-resistant rimer. G. Alr-Entraining Admixture: A5TM G 260. � 9 : conditions, r Wali, p WARNING: IT IS A VIOLATION OF LAW i=OR ANY H. Chemical Admixtures: A57M G 454, water reducing,. core. B. Elostcmerie, Sealant: Comply with ASTM G 1120. B. Install and finish gypsum panels to comply with ASTM G 840 4• Deep Color, Full-Olose, Acrylic Enamel. 2 coats over PER5ON TO ALTER ANY ITEMS ON THESE PLANS, j I. Water Stops: Flat dumbbell or center-bulb type, of either F. Glass-Flber-Surfaced Gypsum Sheathing Board: ASTM G I. 2-port nonsag polysulfide sealant, Type M• Grade N5• Gloss and 6A-216. primer. 711, water-resistant core, surfaced on face and back with - D. Wood Shakes and Rough Siding: As follows: rubber (GRD C 513} or PYG (GRD G 572}. 12-i/2; Uses NT, M, G, A, and O. i. Isolate the perimeter of non-load-bearing gypsum board J. Vapor Retarder: Clear 8-mil- (0.2-mm) thickpolyethylene. glass-fiber mats with olkoll-resistant coating. 2. One- art, non5a of Sulfide seGicnt, Type 5; trade N5; partitions where the abut structural elements, except floors, I. Flat Acrylic: 2 coats acrylic-latex stain. p C. Extruded Cellular Fol sturene sheathin ASTM G 5'78 p e p y yp p y p 2. Fiat Alkyd: 2 coats alktId/ell stain. K. Liquid Membrane-Forming Curing Compound: ASTM G 5011, y Glass 12-1/2; Uses T, M, G, A, and O. by providing a 1/4- to 1/2-inch- (6.4- to 12'i-mm-) wide space 3 2 INTERIOR PAiNT SCHEDULE Type IV with T 6 or shiplap ionto edges. 3. Multipart, neutral-curing silicone sealant, Type M; erode N5; between gupsum board and the structure. Trim edges with A. Concrete and Mason" As follows: clear, Type I, Glass A or B, solvent borne, wax free. J L. Nonslip Aggregate: Factory-produced, rustproof, H. Poiytsocyanurate Foam sheathing: FS Ht-f-I-I4f'12/I, Glass 1 or Gloss 25; Uses T, NT, M, G, A, and O. U-bead edge trim where edges of gypsum panels are I. Flat Acr ilei 2 coats over rimer. 1 nonglazing, fused aluminum-oxide granules or crushed emery, 2; with aluminum foil facings. Foam-plastic core and facings 4. One-part, neutral-curing silicone sealant, Type 5; Oracle N5; exposed. Seal ioints between ed es and obuttin structural y p unaffected by freezing, moisture, and cleaning materials. Shall have flame spread of 25 or less, when tested Glass 25; Uses T NT M G A, and O. p d g g 2. Odorless, Flat Alkyd: 2 coats over primer. _surfaces with acoustical sealant. g Acrylic Enamel: 2 coats over primer. Individually. � � 3. 5emf loss, _I M. Dry-Shake Color Hardener: Packaged, dry combination of y 5. One-part, high-modulus, neutral-curing silicone sealant, Type 2. Where 5TG-rated psum board assemblies are required, 11 materials consisting of portlfand cement, graded quartz 2.5 MISCELLANEOUS PRODUCTS 5• Crack N5 Class 25 Uses NT, M, e, A, and O. gy' q H. Concrete Masonry Units: As follows. comp I with ASTM G 919 for location of edge trim and closing •, A. Air-Infiltration Barrier: ASTM D 226, Type 1, No. 15 asphalt p g Type s y g g I. Flat Acrylic: 2 coats over block filler. i aggregate, nonfading mineral-oxide coloring pigments, and yp p 6. One-part, acid-curie silicone sealant, T e 5; Grade NS; off :sound-Plonking gibs around or thrcu h sum board felt un erforated. g p g gyp 2. Semigloss, Acrylic Enamel, 2 coats over block Piller., plasticizing admixture. Color as selected by Architect. � p Glass 2?;; Uses NT, 6, A, and O. assemblies. g y As follows: 2.2 MIXES B. Fasteners: Size and type indicated. Where rough 7. One-port, mildew-resistant silicone sealant Type 5. Grade G. Mineral-Fiber-Reinforced Gement Panels, 3. Install cementitious backer units to comply with ANSI A108.11. A. Pro ortlon normal-Wei ht concrete mixes to provide the carpentry is exposed to weather, in ground contact, or in N5• Glass 25; Uses NT 6 A, and 0; formulated N!h fun icide. I p y 1. Flat Acrylic: 2 coats. 4. Single--suer Fastening Methods: Fasten gypsum panels to P. Sum Soard: As follows: following properties: a p area of high relative humicilty, provide fasteners with a S. One--part, neutral-curing silicone sealant, Type 5; erode NS; supports with screws, Gyp n hot-dip zinc coating per A5TM A 153 or of Type 304 stainless Gass 25• Uses T M and O with the additional ca abilltu to pP t. Flat Acrylic. 2 coats over primer. VB 1. Compressive Strength: 2500 psi (I"13 MFa) at 28 days. p G. 1']nishln 6y sum Board Assemblies: Level 4 flnlah unless g Acrylic Enamel: 2 coats over primer. steel. withstand 50 percent movement in both extension and 9 p 2. Semigloss, 2. Slump Limit: 3 inches (-75 mm) at point of placement. p otherwise indicated. Laves ! finish for concealed areas, unless END OF SECTION 0111110 1. Power-Driven Fasteners: CABO NER-212. compression for a total of 100 percent movement. 3. Water-Gement Rata: 0.40 maximum at point of placement. p p a higher level of finish is required for fire-resistance-rated 2. Bolts: Steel bolts complying with A5TM A 30-7, oracle A 5. Multipart, nonsa urethane sealant, a M; erode NS Glass 1 4. Air Content: 5.5 to -7.O percent for concrete expo-ed to p 9 hJp assemblies. Level 2 finish where panels farm substrates for freezing and thawing, 2 to 4 percent elsewhere. (A5TM F 568, Property Glass 4.6); with ASTM A 563 (ASTM A 25; Uses T, NT, M, G, A, and O, tile. PART 3 - EXECUTION 563M) hex nuts and, where indicated, flat washers. 10. Multipart, nonsag urethane sealant, Type M; erode NS; END OF SECTION Og260 -- - 3.1 GONCRETINS C. Metal Framing Anchors: Hot-dip galvanized steel of Glass 25; Uses T, M, 6, A, and O. SECTION 011510 - CERAMIC TILE A. Construct formwork and maintain tolerances and surface structural capoclty, type, and size indicated. 11. Multipart, pourable urethane sealant, Type M; erode P; SART I - 6ENERAL Irregularities within AGI 11'7 limits of Glass A for concrete D. 5111-Sealer= Blass-fiber Insulation, l-inch (25-mm) thick, Glass 25; Uses T, M, 6, A, and 0. exposed to view and Glass C for other concrete surfaces. compressible to 1/32 Inch (0.6 mm). 12. One-part, nonsag urethane sealant, Type 5; Oracle N5; 1.1 SECTION RECUiREMENTS B. Set water steps where indicated to ensure'joint E. Adhesives for Field Oluing Panels to Framing: APA Glass 25; and Uses NT, M, A, and O. A. 51vbmlt Product Data and material Samples. watertightness. AFe-01. 15. One-part, nonsag urethane sealant, Type 5; erode NS; P. For tile installed on walkway surfaces, provide products G. Place vapor retarder on prepared subgrade, with joints PART 3 - EXECUTION Glass 25; Uses T, NT, M, 6, A, and O, with static coefficients of Friction of minimum 0.6 for level lopped 6 inches (150 mm) and sealed. 3.1 INSTALLATION 14. Ore-part, pourable urethane sealant, Type 5; Grade P; surfaces and step treads, and of minimum 0.5 for ramp pp surfaces, as determined testis identical rociucts per D. Accurately positron, support, and secure reinforcement. A. Fit rough carpentry to other construction;scribe and cope Class 25; Uses T, M, 6, A, and O. by g p p E. Install construction, isolation, and control joints, for accurate fit. Correlate location of furring, blocking, and G. Acryllc Sealant: One-part, nonsag, solvent-release-curing ASTM C 1025. F. Place concrete In a continuous operation and consolidate similar supports to allow attachment of other construction. acrylic terpolymer sealant complying with ARMA 808.3 or Fe PART 2 - PRODUCTS Y using mechanical vibrating equipment. B. Securely attach rough carpentry work to substrate by TT-S-00230, or both, with copabllity, when tested per ASTM G 2.1 CERAMIC TILE 6. Protect concrete from physical damage or reduced anchoring and fastening as Irdlcoted, complying with the -719, to withstand plus or minus 7.5 percent change in joint A. Ceramic file that compiles with Standard trade No. DATE DESCRIPTION INIT. strength due to weather extremes during mixing, placing, and following: width existing at time of application without falling. reopirements of ANSi A151.1, "Speciflcatons for Ceramic Tile." a g r p g : s B. As selected by Owner.. REVISIONS ' curing. I. GABO N1=R-2?2 for power-driven staples, P-na1.s, and gilled D. Lutui Sealant: Manufacturers standard one-part nor ag, g' G. Tile trim units that match characteristics a adjoining flat H. Formed Surface Finish: Smooth-formed finish for concrete fasteners. solvent-release-curing, polymerized butyl sealant complying j g fi exposed to view, coated, or covered b waterproof In or 2. Published requirements of metal framing anchor with ASTM G 1085 and formulated with a minimum of -75 tile. p y p g manufacturer, percent solids to be non5talrin afntable, and have a D. Tiles mounted, by manufacturer's standard method, into other direct-applied material;rough-formed finish elsewhere. � p g p sheets, unless otherwise indicated. i ' 1. Unformed Slab Finishes: Troweled finish for floor surfaces 3. "Table 23-I-Q--Nglllrg Schedule" o, the Uniform Building tack-free time of 24 hours or less, and floors to receive floor coverings, paint, or other thin Code. E. Acrylic-Emulsion Sealant: One-part, nonsag, E. Where indicated, protect exposed surfaces PROJECT NAME:of the against ! film-finish coatings Trowel and fine broom finish for surfaces G• Use hot-dip galvanized or stainiess-steel nalis where rough mildew-resistant, patntable, acrylic-emulsion sealant complying adherence of mortar and grout by factory precoatng them DROUZAS RESIDENCE to receive thin-set the Nonslip broom finish to exterior carpentry is exposed to weather, in ground contact, or in with ASTM G 834, with a hot-applied continuous film of petroleum paraffin wax. concrete platforms, steps, and ramps. area of high relative humldity. F. Silicone-Emulsion Sealant: Product complying with ASTM C Do not coat unexposed the surfaces. I D. Installation of Structural-Use Panels: Comply with 834 and, except for Nei ht loss measured per A5TM G -7112, 2.2 CERAMIC TILE-SETTING AND -GROUTING MATERIALS 54120 COUNTRY ROAD SOUTMOLD,SUFFOLK COUNTY,NY J. Uniformly spread 25 Ib/ICO sol. ft. (1.5 k9/sq. m) of p p g p A. Materials tom I in with ANSI standards. dampened nonslip aggregate over float-finished paving applicgble recommendations contained in APA Form No. E50 with ASTM G 920, that accommodates joint movement of not ,� � p y 9 DRAWING NAME: Ord as follows: more than 25 percent in both extension and compression for 2.5 ACCESSORIES Surface, tamp, and expose ronsllp aggregate. _ p A. W'�nite, honed marble thresholds complyingwith the Marble SFE e11'IOA71ONS I. Combination 5ubfloorin Underla men.: Glue and Hall to a total of 50 percent. r Apply dry-shake color hardener to (#oat finished surface, framin g y 6. Acoustical Sealant: Nonsa ointcble, nonstaining, latex Institute of America's Croup A requirements for soundness, I repeating float finishing to embed each application. Apply g' g' p g' and with ASTM G 503 fabricated to be not more than 1/2 inch 2. ubfloorina: blue and nail to framing. sealant tom lying with A5TM G 834, final float finish. p - L. Cure formed surfaces by moist curing until farms are 3. Sheathing: Nail to framing. H. Acoustical Sealant for Concealed Joints: Nondrying, (12.7 mm) above adjoining finished floor surfaces, with 4. Underlaument: Nail or st=ale to subfloorin nonharcienin , nonsk',nrin , nonstaining, ggurnable, synthetic transition edges beveled on a slope of no greater than 1:2. SCALE; DATE PROJECT No.: BY: removed. END OF SECTION 06100 � g rubber sealcrt recommended for scaling interior concealed B. Setting-bed accessories complying with ANSI AlOS.IA and As Indicated 09/05/05 05-147 RZ � M. Begin curing unformed concrete after finishing. Keep g concrete continuously moist for at least '7 days. joints to reduce transmission of airborne sound. as follows: N. Owner will engage a testing agency to perform tests and PART 3 - EXECUTION I. Cleavage Membrane: Asphalt felt, ASTM D 226, Type I (No. E� to submlt test reports. 3.1 INSTALLATION 15) or polyethylene sheeting A5TM D 459-7, 4.0 mils (0.1 mm) O. Protect concrete from damage. Repair surface defects In A. Comply with A5TM G 1193. thick. �5 \I. Z,qM concrete. B. comply with ASTM G alQ for use of joint sealants in ; A e19 END OF SECTION 03300 acoustical applications. ! �1 END OF SECTION O'1g20 t } O X Q �� a2703� 5FE0111 GATI ONS �OF N