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26686-z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27670 Date: 05/11/01 THIS CERTIFIES that the building NEW DWELLING Location of Property: 10995 NORTH BAYVIEW RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 5 Lot 20.7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 16, 2000 pursuant to which Building Permit No. 26686-Z dated JULY 31, 2000 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH 3 CAR GARAGE, PORCH & DECK.. AS APPLIED FOR The certificate is issued to JOHN L. HURTADO SR. & ORS. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0193 03/12/01 ELECTRICAL CERTIFICATE NO. N-554555 03/28/01 PLUMBERS CERTIFICATION DATED 03/27/01 KIMPA PLUMBING Authorized Sigr.14ure Rev. 1/81 Form No. 6 i TOWN OF SOUTHOLD BUILDING DEPARTMENT 1 - I TOWN HALL ry\K_ �`' `"-' °' I 765-1802 N � APPLICATION FOR,CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of ,property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and '-'pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.001 Additions to accessory building ,$25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - z .2%0 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residentiaall $15.00, Commercial $15.00 Date . . ./Y��/ C/�.p.14j. .��U.�. . . . . . . . . . . . . . . New Construction. . . . . . . Old Or Pre-existing Building. . . . . . . g /. Location of Property. . . . . . . . . fQ,/�. / . .��!. i Awy. VJA4?. . House No. Street Hamlet �• .//��. J OIIA' L Nv,t 7A00 51(, -d- CNl2I S 11A/C c, Nv271-A DO Onwer or Owners of ;7-4,. .y�: .�csB� . .%r•��/����,�,/,�,�,�-/.�lJ County Tax Map No 1000, Section. . .(.,�.�j . . . . .Block. . . . . . . . . . . . . .Lot. .�U)t, .7 . !�. •. . 11 Sub division. .Q'��s ��1 11. . .A /:Sr`XI. . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Permit No. . C�.Ip. G. Date Of Permit. . . . . . . . . . . . . . . .Applicant. . . is. . . . . . . . . . . . . Health Dept. Approval. . . . . . .�.�. ^. . . . . . . . . . . . . . Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . !�: n . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. .`:. . . . . . . . Fee Submitted: $. . . . . . . . . . . . . . . . . . . . . . . . . . . ___-- ��,c,• H K . .. . .o ... . . . . . . . . . . . . . . . . . . . . . . . . . . . APPLICANT 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. 26686 Z Date JULY 31, 2000 Permission is hereby granted to: JOHN HURTADO for NEW CONSTRUCTION OF A FOUR BEDROOM SINGLE FAMILY RESIDENCE WITH 3 CAR GARAGE & PORCH AS APPLIED FOR UNDER TRUSTEE PERMIT #5117 . FLOOD PMT INCLUDED. at premises located at 10995 NORTH BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 079 Block 0005 Lot No. 020. 007 pursuant to application dated JUNE 16, 2000 and approved by the Building Inspector. Fee $ 2,853 . 80 Auth ized Signature ORIGINAL Rev. 2/19/98 BUILDING PERMIT I TILW CHECK LI�`1, Applicant/ •— ) Date Owners Name: _110' r,44cVS, oh-� `'� Reviewed: Architect/ — Date [;ngineer: f�ria.� lam_ ' ��4� Submitted: _ 6 SC TNI #: District: 1 ,000 Section: 71 Block s Lot R Project --_-S /� / / Subdivision I.ocation: /0%% /JAct O �e'f�_/�4'__- �d._--- Name:_ ----- Sseparate Required certirication Yes /No r a� Req Req. y� /onmg Ihstrice/'� -IV- 1 I1.01 size- _ Actual —1 ILot coverage Proposed _ Reydy�,t Req q Req. IFronl Yard ��Proposed.= J [Side Yard /sz Proposed -901v_ I [Rear Yard �Q� Proposed f7S�f Ac Project Description: AGENC)UERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number / 6 ed) Suffolk County Health Dept. A-t o-99-cy 93 soa New York State D. E. C. ✓ 41! /0-99-0/93 Town Trustees ✓ S//� .+�i1�So'.�•�� Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: 146 X o Notes.: // ILA, t-7,4 r is !r 140 0 850 7�. i� 39447 K .20 Zog7g_�d O��g�ff0(��oG y� Town Hall,53095 Main Road y Z Fax (516)765-1823 P. O. Box 1179 Telephone(516)765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: 94,t 4 2 cl-V 2--72-oa Building Permit No. 6 Owner 740o S/( C-, (please print) / Plumber: ?&4lija` �„� jC Itc�,� Gam, (pleas pr nt) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu ers Signature) Sworn to before me this -, c;� -7 day of *k-Clly� Notary Public, County e�Rsiw►st�Navrs�n ��� " � Notary Public,Stato of Nees Yo No.OIST4844752 Ouafified In Suffok C *"�� THE NEW YORK BOARD OF FIRE UNDERWRITERS PACE 1 11952`1 BUREAU OF ELECTRICITY 40 FULTON STREET, NEW YORK, NY 10038 14ARCH 23.2001 < ; , N 554555 Date A No on /r[e THIS CERTIFIES THAT "� Nil. 86<' only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of JOHN L. HURTADO SR. , 10995 NORTH BA'YVIEW AVENUE, SOU i"*'17 I 'TV in the following location; GARii..i' '"`' Basement � 1st Fl. IN Fl. Section Block Lot was examined on MARCH 28,2001 and found to be in compliance with the National Electrical Code., FIXTURES RANGES I COOKING DECKS OVENS DISH WASHERS EXHAUST FANS FIXTURE RECEPTACLES SWITCHES OUTLETS INCANDESCENT1 FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. 50 110 90 41 9 4. 5 2 1.2 2 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIALREC-PT.1 TIME CLOCKS SELL UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. I AMP. I AMT. AMPS. TRANS. AMT. H.P. SYSTEMS AMT. WATTS NO.OF FEET 7 F 4 - SERVICE DISCONNECT NO.OF S E R V I C E METER AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W 3 0 3W 3 0 4W NO.OF CC COND. A.W.G. NO.OF HI-LEG A.W.G. NO.OF NEUTRALS A.W.G. PER 0 OF CC.COND. OF HIAEG OF NEUTRAL 2 200 CB 1 X 1 350 1 350 OTHER APPARATUS: Cot DETECTORS-21 WIRLPOOL BATH• 1 PADDLE FANS-5 A.IR CONDITIONERS-5 5 TON-1 4 TCN-1 t TON-1 MOTORS: 1-5 H.P. ,1-4 H.P. ,.3-3 H.P. ,5-F F-P. PANELBOARDS:1-8 CIR. 70,1-10 CIR. 70,5-1 CIR. 60 l L <<< Continued on Page 2 >>> GENERAL MANAGER Per This certificate must not be altered in any manner;return to the office of the Board If Incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDINGNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 2 1195221 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 MARCH 28,2001 ;?'t N 554555 Date Ap lication No. on�"ile " - THIS CERTIFIES THAT 14ERMIT N0. 6586- only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of JOHN L. HURTADO SR. , 10995 NORTH BAYVIEW AVENUE, SOC;7.`4",w1 . tiy in the following location; ® Basement ® 1st Fl. ® 2nd Fl. GARJi`I J iCr` T Section Block Lot was examined on MARCH 28,2001 and found to be in compliance with the National Electrical Code.. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCE FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL N.P. GAS N.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. N.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER No' CC CONO. A.W.O. A.W.G. A.W.Q. n AMP. TYPE EQUIP. 1 R 2W 1/3W 3 R 3W S R 4W PER t OF CC.COND. NO.OF HIAEG OF NI•LEO NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: TRANSFORMER: 178--l. 5 KVA G.F.C.I:-8 SMOKE DETECTOR;-9 S.C.S.ASSOC.INC. L L P.O. BOX 503 ST. JAMES, NY, 11780--0503 GENERAL MANAGER 11 Per This certificate must not be altered In any manner;return to the office of the Board If Incorrect. Inspectors may be Identified by their credentials. REAWWWWANAMMM COPY FOR BUILDING T M DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. iG --- q9 o � 9r R. New York State Department of Environmental Conservation e�,< Division of Environmental Pennits Region One h' quildinq 40-SUNT, Stony Brook New York 11790-2356 Phone: (831) 444-0365 • FAX: (631) 444..0360 Webalte:www.dec.state.ny.us G o John P.Cahi:! e, Commiss,onE= i s; `S. :: June 2000 �y 1.• ;r'•: Mr. John Hurtado, Jr. ?0 Box 2147 ' St James, NY 11780 qt, `= RE: 1-4738-02467/00001 Dear Permittee! In conformance wi.t�j the requirements of the State Uniform Procedures Act (Article 70, ECL) aiXd its implementing regu' ations (6,NYC;RR, Part 621) we are enclosing your permit. Please read all conditions care- t' sully. :f ;.ecu are unable �o comply wit; airy conditions, please contact us at the above tdc_.ress. Also enclosed is a pezrnit sign wh:c::* is to be ccnspic:ucusly posted =` at the pro-4ect site and Protected from the �`eather. ,. Very truly yours, Susan Ackerman Environmental Analyst I _73 1' Ld �5s �_N C-1") N r: lie Mi .f� NYSDEC Commencement Notice Bureau of Habitmt SUNY. Bldg. 40 , Stony Brook, NY 11790.235b Permit No: Issued To: aa�c r Contractor's N e: Contractor's Address: Contractor's Phone No.: F. To whore it may concern: - Plsrsttant to Scrpplement2.7 Special Condition D of the above referenced permit you are hereby aot:fied that the authorized activity shall corrunence on The permit sign wUl be posted at the sate and copy of permit will be available at site for inspection. t•' Subruatd by: This notice is to be sent at least 2 days in advance of commencement of the project. ~ Failure to nOttiy or post will leave owner and/or contractor subject to applicable penalties for non-c;mpliance wi:h perrrit u:nd'r.uru. f.Cut along ,his itne NYSDEC Completion Notice - si: Bureau of Habiwt GROW SLNY, Bldg. 413 �. Stony B-rck. NY 11790-2356 t Permit No: 7��' ��,7 f��� ISG-GCu: Issued To: Contracror'S .'''1al1'1C: Contractor's Address: Contractor's Phone No. To whom it may corcern: i- Pursuant :o Supplementary Special Condition D of the above referenced permit you are hereby rtnti'ied that the authorized activity was completed on Submitted bv: _ zis ttoric. witlx photos of completed �oc1C at e./oc corupleted survey, is to be sent to above address Promptly upon completion of project. Fane rs V;t:etify will ?ave owrxr and/or :vripactur subjcxt to applicable peru{ties for non-compliance wilt permit conditions. 05201 AVj -4d New York State Department of Environmental Conservation N OT .1 C E The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number✓o fU� ��� t kIN A, Expiration Date NOTE: This notice is NOT a permit NEU 'TURK STA"E DEPARTMENT Of ENVIRONMENTAL CONSt:RVATION r. OEC FERMlT N';M8FP i-lona-02467/00001EFFECTIVE 7A?E FACILITY/PROGRAM NUMBER(S) Junt 1 2300 r P I T EXPIRATION DATE(S) '- �— —Under the Environmental June 1. 230 _ Conservation leu TYPE OF PERMIT ■ New -_C7 Renewal �G Modification ❑ Permit to Construct ❑ Permit to Operatt G Article 15, Title S: PrOtoction U 6NYCRR 608: Wator oustity ^ rl Article 27, Title 7; bNYCRR of Waters Certification 560: Solicluesty Menarlement Cn ❑ Article 15, Title 15: Water 0 Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR Stpply ❑ Article 19: ATr Pollution 373: Hazardous Waste MenagementT U Article 15, Title 15: Water Control r Transport G Articte 34: CCsstal Erosion ?` G Article Managemen: n' d } ?: G Ar!icte 15, Title 1S: Lona 1 enation Island wells . L Articte 36: FIoodp(ain Management Article 24: Freshwater Wetlands Article 15, Titta 27: wild, D Artie-.as 1, 3, 17, 19, 27, 37; ^' Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control FAOORE SSUED TO TELEPHONE NUM8E3 w; s' teQo4 Jr. (631) 584.8927 •. Of Pf.RM,1TTEE 147 NY ltTBC CONTACT PERSON .FOR PERMITTED WORK TELEPHUNE MUNBER I.M L and Use Co. - ::• 4ound Avenue Baiting Holton NY 11933 (631) 72T 24C0 •, AND ADDRESS OF PROJECT/FACILITY a edo Props-ty :1. off. 8a view Rood , Southold NY 11971_ J. n. LOCATION OF PROJECT/fAC:CITY 1T%t; 1 SCTM 81000-79.5-20:7 COUNTY TCWN WATERCOURSE NYTM C30RDINATES a; it Suffolk ceuthotd SO-41 Shelter island Sound DESCRIPTION OF AUTHORIZED ACTIVITY: CCIIS ICHOM of a 10 foot wide access driveway adjacent to born Freshwater and Tidal Wetlands The proposed single ta.rily dwelling is not within Tidal Wetland or Fresnwater Wetland junsdictior. All work shag be in assonance with attached pians stampea NYSDEC approved or t June 1.2000. u;( BY acceptance of this permit, tho peimfttea agrees that the permit 1a contingent upon strict conptianee with the Eft, all nppticsioto regulations, the General Conditions specified (see page 2 8 3) and any Special Conditions included as : Part Of this peruit, 16 PERMIT ADMINISTRATOR; ADDIEbI :. "!arck C. Carrara S'JA bldg. 840, SUNY, Stony Brook, NY 11790-2356 j AUTM �2ED SIGN ARE DATE ' 1 l`J O►i ieN% Page 1 of �I tuna 1 2000 ti a r„ .r NE W YOPK S7hTt UEPARNENT OF ENVfA0N MGNT4L CGNSERVAT'0N NOTIFICATION OF OTHER.PERMITTEE OBLIGATIONS i ;. Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification ' t i The permittee expressly agrees to indemnity and hold harmless the Department of Environmental Conservation .<< of the State of New YorK, its representatives, employees, agents, and assigns for all claims, suits, actions, damages, c' and coats of every name and description, arising out of or resulting from the permittee's undertaking of activities or operation and maintenance of the facility or facilites authorized by the pemtit tocompliance or non-compliance with tie K� terms and conditions of the permit. Item B: Per'mittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents antl assigns reaponsibility.to Comply with this permit;including all special conditions while actin as the r9 of their to the permitted activities, and such.perso;,s shall be subject to the same sanctions for violations tof h Envirth onmental ` Conservation Law as those prescribed for the permittee. ` Item C: Permittee.Responsible for Obtaining Other Required Permits F �. The permittee is responsible for obtaining arty other permits,approvals, lands, easements and rights-of-way that A' may be required to carr out the activitles that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This r } l pemit does not convey to the permittee ary right to trespass upon the lards or interfere with the riparian rights r l 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. i ' GENERAL CONDITIONS y., is 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 i by an authorized representative of the Department of Environmental Conservation (the Department) to deternine 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 40113). As The permittee shall provide a person to ,nsp, representative during an accompany the Departments rep 4 cFior, to the J permit area when requested by the Department. p j A appy 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 faci•ity. Failure to produce a copy of the permit s pon ") request by a Department reprasentative is a violation of this permit. -r ;. General Condition 2: Relationship of this Permit to Other Department Orderer and Determinations �f 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 requirerlants ' contained in such order or determination. C'. : General Condition 3: Applications for Permit Renewals or Modifications tis' The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must inaude 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 applicationat least: .+, a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPOES), n' Hazardous Waste Management Facilities(HWUF), major Air Pollution Control (APC) and Solid Waste f Management Facilities(SWMF); and b) 30 days before expiration of all other permit types. i Submission of applications for permit renewal or modification are to be submitted to: c3_ NYSDEC Regionai Permit Admin_strator, Region 1, SUNY Bldg#40, Stony Brook. NY 117'4-2356 o General Condition a; Permit Modifications,Suspensions and Revocations by the Department �r The Department reserves the right to mo0j. suspend or revoke this permit. The grounds for moditicatior,, suspension or revocation include; Y a) the scope of the permitted activity is exceeded.or a violation of any condition of the permit or provisions of the ECL and pertinent regulations is found; b) the permit was obtained by misrepraesentatlon or failure to disclose relevant facts; c) new materiai information is discovered;or. r +^ d) environmental conditions, relevant technology,or applicable law or regulation have materially i changed since the permit was issued. I tP; DEC PERMIT NUMBER 738-02467/00001 PAGE 2 OF 4 NEVV YORK:STATE DEPARTMENT OF EM✓IRONMENIAL CONEERLATION i ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 I ( FRESHWATER AND TIDAL WETLANDS ) I 1. if future operations by the State of New York require an alteration in the position of the structure or work nere!n authorized, or if, in the opinion of the Oepartment of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of sallawaters or flood flows or endanger the health,safety or welfare of the people io c of the State, or cause loss or destruction of the natural resources of the State, the owner may.be ordered by the i Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State,and it, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorrzed shaft not be completed,the owners, shall; without expense to the State, and to t such extW and in such time and manner as the Department.of Environmental Conservation may require, remove e or fill and restore to its former condition the navigable and Rood all or an p capacty of the watercourse. No claim shell be"made against the State of New York on ac ou t of any such removal or alteration. � I ` 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 I damage. I i 3 Granting of this permit does not relieve the apaircent of the responsibility of obtaining any other parmisslorf, consent or approval trom the U S, Army Corps of Ercineers, U.S Coast Guard, New York State Office of General Services or local government which may be required. : r a. Ail necessary precautions shall be taken to preclude ccrtaminatlon of any vretlana Or waterway by suspended solids. sedirrents, !gels. solvents. tubricants, epoxy coatings, paints, concrete. leachate or any other envirormer.tally tF deleterious materials associated with the protect. 5. Any material dredgea in the condact of the work herein permitted shall be removed eveny, without thout leaving large refuse pl!es, r,dgea across the bed of a waterway or floodplain or deep holes chat may have a tendency to cause damage to navigat:te char.nnis or to the banks of a waterway. i 6. There shall be no unreasonable interference with navigation by the worK herein authonze_d 7. If upon the expiration or revocation of this permit, the project hereby authorzed has not been completed. the R; applicart shall,without expense to the State, and to such extent and m such time and manner as the Deparlmeri of Environnnenw!Conservation may reouire,remove all or any portion of the uncompleted structure cr fill and restore the site t(7 its forrTer condition. No claim sha!I be made against the State of New York on account of any such removal or alteration,. ` 8. If granted under 6NYCRR Part 0108, the NYS Department of Environmental Conservation hereby certifies that'he sublocct project will not contravene effluent limitations or other limitations or Standards under Sections 3C 1, 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. 8. At least 48 hours prior!o commencement of the protect, the permittee and contractor shall sign and return the top portio"of the enclosed rotification form certifying mat they are fully aware of and understand all terms and arrdftions of this permit. Vvlthin 30 days of completion of project, the bottom portion of the form must also be signed and returned• along with photographs Of'110 completed work and, if required, a survey. r 10. All activities authorizes by this permit must be in strict conformance with the approved plans submitted oy the applicant or his agent as part of the permit applicat'on. Such approved plans were prepared Ly Anthony Lewendowsci last revision March �'.w._a4ly .0►rPanY nn �lLy �.�,99 and�rde�vav vl ire k> Lana Lase C �1 1 LEC PERMrr NUGrBER 1.4,U-02467100001 PAGE 3 OF 4 r IdE1N YGNk SYATF DFP4RTMENT OF ENVIRONMENTAL CCNSFRVAT'GN SPECIAL CONDITIONS 1 1. Prior to commencement of any construction activities, a continuous line or slltscreen (maximum opening size of U.S. Sieve#20)shall be staked along the downslope edge of any areas of filling, grading or excavation. The screen shall be maintained, repaired and replaced as often as necessary to ensure proper function, until ala disturbed areas .;, are permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland IOCaticr before the screen is removed. - i 2 All tilt shall consist of clean soil, sand and/or gravel that is free of the following substances: asphalt, slag, flyash, broken concrete demolition debris,garbage, household refuse, tires,woody materials including tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. 3. The driveway must be surfaced with a permeable material. 4. All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of eac�workday. This will serve to avoid the inadvertent leakaCe of deieterious 1 substances srto the agulated area Fuel or other chemical storage tanks shall be contained and located at all t ires in an area greater Char 100 feet landward of the regulated wetland or water body, If the above requirement cannot be met by the permittee, then tha storage areas must be designed to completely contain any and all potential ' ;.: leakage. Such a containment system must be approved by NYSDEC staff prior to equipment, machinery or talk storage within 100 feet of the reguiated wetland or water body. t. 5. The perm,ttee shall incorporate the following language as a notice covenant to the deed. w, "Regulated freshwater and tidal wetlands(associated with NYSDEC Wetland 50.41, and Shelter Island Sound)are i located on ar near the properties of John Hurtado,Jr, and his heirs, assigns or successors. Ths property is subject tc the provisions of Environmental Conservation Law (ECL) Articles 24 and 25 . and the c or.duct of regu!ated activitles may oc:ur only pursuant to ECL Articles 24 and 25 if prcr approval is givers by the New York State Deparlmer.t of Environmental Conservation (NYSDEC)cr its succe3sor(s), Regulated activities include, but are I! not rmRed to clearing of vegetation; app'ication of chemicals; excavation; grading and filling; and erection of any structure(s)." J, 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 oovenented deed or other acceptab;s proof"of record, alorg -with the number assigned to this permit, � i shall be sent within one calendar year of the issuance of this permit to. NYSDEC, Regional Manager Bureau ofHabitat; SUNY Building 40: Stony Brook, New York 11790-2356. 6: Prior to the commencement of driveway construction activities, a!I parts of the driveway within 100 feet of the ' -A.etiand boundary stlall have a couble staggered row of red cecar trees (JurineL virginiana) planted 6 feed or center(4 foot minimum height)between the wetland and the driveway no further than 10 feet from the centerline of the proposed driveway,to create an effective visual screen of the driveway as wiewed from the wetland. 7. The foot print of the driveway within 100 feet of the regualted wetland must not exceed 10 feet it width. ? . 6. Clearing and cutting of natural vegetation is prohibited more than 7 feet from the centerline of the proposed driveway. I - , CKPVAMITNL:MFCR PAGE_4 OF 4 1-41738-C2467100001 t O�OSuffO��A� Town Hall Albert J. Krupski,President �� l/1, 53095 Main Road James King,Vice-President < P.O.Box 1179 Henry Smith H 2 Southold,New York 11971 Artie Foster O T' �� Telephone(516) 765-182 Ken Poliwoda �Ql �a Fax(516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 28, 2000 Mr. Charles W. Bowman Land Use Ecological Services, Inc. 2576 Sound Ave. Baiting Hollow, NY 11933 Re: JOHN HURTADO, JR. SCTM#79-5-20 . 7 Dear Mr. Bowman: The following action was taken by the Board of Town Trustees during its regular meeting held on February 24 , 2000 regarding the above matter: WHEREAS; Land Use Ecological Services, Inc . on behalf of JOHN HURTADO, JR. applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated November 3, 1999, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 24, 2000 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standard set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of JOHN HURTADO, JR. to construct a single-family dwelling and sanitary system, with the condition that there be a 50 ' non-turf buffer from the top of the bank. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency which may also have an application pending for the same or similar project. Permit to construct and complete project will expire two years from the date it is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified upon completion of said project. Fees : None Very truly yours, Albert J. Krupski, Jr. President, Board of Trustees AJK/lms cc: DEC Building Dept. Health Dept. �°.�—� �'• ,. �� _ lII�" � ��. �. � � a� Via, .....a. r • �� .�..4'..itV .n..r...r. .r 11'•+. :..r. :txc._ -s '.=: .r ..-t�. i` ... Board Of Southold Town Trustees SOUTHOLD, NEW YORK 'A • PERMIT NO. J�I� 7 DATE: ... Feb. 28_,....2000 ISSUED TO ............TOHN.............. H U R. . .TADO, JR __ ..... ....... .. . 3 , . �• � ,�ut�urt��tt�n v Pursuant to the provisions of Chapter 615 of the Laws of ;F ` the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS 3.� IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;!.'. and in accordance with the Resolution of The Board adopted at a meeting held on .Feb. 24, and in consideration of the sum of $......1... ..50...... .00... . paid by �- � .•� Land Use for John Hurtado, Jr. Southold of ..................................................... . ....... .......... d subject to the N. Y. an 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 and N ' sanitary system, with the condition that there be a 50' non-turf •� buffer from the top of the bank. all in accordance with the detailed specifications as presented in " the originating application. IN WITNESS WHEREOF, The said Board of Trustees hiere- by causes its Corpo rate.Seal to be affixed, and these resents to be subscribed by a majority of the said Board as of is date. s i Artie Oster - Absent Trustees ' IF Yui 'A•' •F.�+ � � ��•—��W- •� •i � .Y.Y" �: Y •I .f7, ;�' r -2000 03 :45 PM BRIAN A. RAPP ARCHITECT 561 544 6358 P. 01 .P_22-2000 Y 11754 Arc-hitect P.C. 4 Nan Place ■ Kings Park, 544-6358 O (631) 544-6340 ■ Fax (631) September 22, 2000 Town of Southold Building Department 53095 MainRad 11971 Southold► N Att: Mr- Bruno Semon Re: Hurtado Reaidenc1eW Road 10995 NortNewa�ork Southold, Dear. Mr. Semon, As the architect' the address noted above. of the foundation This is in regards to distance from the aSt roof will be no Z have verifiedthatthe of the high greater to the average The(l"idsPat,of building" will be no Neigh existing grade. more than261 - the natural than 35 '-C)" lease do not hesitate to call if you have anY further questions, p me. Sincerely, �o Aac 2 w.J Rap y~ AN Sri n A. � BAR. jtw ,0 N 7-1 v/(cc Po F11 410 U PLAPS �vT�cx- IAL � ,z 1 N � a m a / 12 m ' 41 DEG OD �, N ti T/PLATE Tt.RRET � ELEY.2Y- Y 3 (� -o a Q I o� �j & a V ' ( _ U- n co V ( o VI d p W � I J I (4 z u I W504 AM04 I o o ¢ AFf 5( - I r 7 ¢ I ( TYPr-AL RELIEF PANELS o _ a B/ OCS��1LNE O o 4 Q ¢ --- -- -- --- h! � O 't, Q ( -------'------- N ►iJ T/PLATE IST FLOOR i l� _ - _EEy-10= 9- o g _�_ .. Q M ( ------ --- - - rAi SET SLL®ELE�f. 0" i m ACROSS THE 1CAR mi • -- ------ - - - N N Pf N _ N I —- ELEV.O—U"—--- a co w -_- - _1 ___ I F, nl II�III III'' , I'IIJI'I III II�I'II II IIII 111111 III'll I II'IIIII'I'IIIIII�I �I I•�7, �� ►iii:*� '� !�J I������ I�1 '� � li�i��i� !� * �i� u', u' ■uur a ■����� n ■■.■■■'nuu III, ■■ ■■■■■■ .■� �..- ` .. .■ I I'• ........� .. ' �......,., IIII I� ��' ■C ... �� _ _✓ _� _ .. ......�.Cy ■■I '�.■ II'. lI► � ter►_ i n..1. n ►.�. ►,�I a uuu, ijilum. ,n ��p ����, a :nmr.......I I I IIILII ::I I L::::: '�]IIIIIIIIIIIII■[]IIIIIIIIII'IIIIJ�Illllllllllllil�lllllllllll�■I'IIIIIIIIIIIiI; IIIIIIIIIIIIQIIIJII!IIIII�III'IIIIAwl 11111'IIIIIIIIII❑tlllll'III'III'I �i I�I'lll�""�'IVllllMIR 1111111��I�IIIIIIII�IIIIRH 011,1011411 11,111H Il11111 lllllllill''��I'lllllllll .. IIII ........ IIII SHOWS 0 lllgll .1111 IN I • ■ � .il•VL1� 9� II 1111111 � I'd111111P11'I II III III II ',SCJ Is�ll IIIIIIIIIIIIIII ,IIIIII1111'I ' I i �IIIIIIIIII Ii�i� �1y1� I� Illlllflllllllilii�iiiii'ililllllllli�illl6llllllllllll',III III IIIII�I '1111111'llllllll�illllllllllll'Jlllliiiliiliilillliliillllllllllll _ I ilirl I1 \ HTA� r I r�I r`— L—I i I�—I '' i ``�li f I i r -I NOTE:USE ANDERSEN NARROW STE - - - — - — — — `I- - I - —I } — - I ` —I— WINDOWS ON REAR WALL OFR 24'%244!'X%12'PA.FOOTING -4`- - - - -- - - 7 -- -'r- - -- - - JI-- - -`1 -- -- - 11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - -- - - - -- - - - -- - - - -- - - - - SET TOP OF WINDOWS 0 M.16-S' 12 DOF CNCKE 12 51/2 / �51/2 'p 1 � 4 4 � 1/1L ATE TIWtEf ILE..Iv Y AFFWSOS AFFW505 AFFW5M AFFW5D5 AFFYlSm AFFW504 AFFW504 AffMO4 G TYPEAL RELIEF PANELS R/ FLEY�11'-2--_ � h� T//ppLLATE IST FLOOR ~ n EIEV,10'-0' NDTE'VENT ALL CONCEALED RAFTER ADDVEINSLkTIGN TO THE EXM;IOR SET SLL f F1EV.1'-D'1 AS PER NEW YORK STATE CODE EDO I ACROSS THE REAR _ i NOTE: PROVOE 5110.[SrATM SMMI=DET —EIEV Q'-0' _ _ OEVEE AS PER NEW YORK CO AAL FINER NDA A BDTAT —_ � ABLE TO EQIINALENT TO A MNNLM LRFAR LO GRADE III 111 I 1 BRIAN A. RAPP, R.A. ARCHITECT P.C. ArD"' II I I I i ' i / K'N gs Place Iark,New York 11754 (6;)544-8349 I I I I I L 1, I L_ I I—_ C F -1 L I I I L I I I r - I I ID'P.C.FOLMA ' NEW HURTADO RESIDENCE Date ' ycomgeGea .0 ARC i - I 10'%2�D'P&FOO 1 DEC.6,1999 1 1 I i SOUTHHDLD,NEW YORK JbM r- - - - - - r - - - -- - r - -- - - - -- - - - -- - -i�- - - - - -'� - - �I 99-061 / Sheet Nurnber 24 K2e%24 PC FO N 4 �1 9j.No 071v rQ F OF NES 2 2 ± nay J _, - G4' S` 7 f iN \ \ 12 —_—_—_—_ TROfE _— \ t2 \ �8 12 \ \ 141 DEG / 2 —-T%PLATE ao R.00R — — — — — — 12 12 d�64 DEG �P s — — FLASH — —_ N".11'-2• _ r, 33NDEG r• T,/&p .1'-1ST FLOOR EIEV.tD 1D•SMCRRAL VMCOLLUN W/ N t i 12•FI ON WOOD da SE CAPITAL - N S-0•WOOD RAIJHG TO ODCE T-1V%D'-6'WOOD BASE W/ 1 (QLEF PAFNL ELLv.d-6• _ ONE I I I I I I I J I I 1 I I I I I I I I I I 1 L-1Ll—�I r —I–I I r`—I •"' I r SII I� I I r I 11 ANDERSEN NARROW STI _ _ i _ _i , _ _ –1– •• N REAR WALL OF F 1 I I I I I 12• 24•X 24•%P.C.47 12 WY PG FD � -- -�r- - -- - - I -r -- - - - SET TCP Of WNDOWS 6 ELM 18'-B• _ 12 ------ �q 00F ORMET 12 / r ` \ ` B 0. O 2 JO r 12 F ' �51/2 12 OF, N C; Tc,,.,n HUta 1ll. 53095 1 ,jjj-.)H T. TERRY 1 slam Row TOWN CLERK ~ � ' � '�t;:.: `'' -O. t�cc� 17c) P r -_ = Sciu(hcilcl. NC- kirk II()71 REG!SfRAR OF VITAL,STATISTICS �✓�� ( O� Fax (516) 765-1 R7Z MARRIAGE OFFIC(:R _ Tc lephonc (5 1 6) 7(6-1 X0 1 R£COR[)S MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER � OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93) ] . D .. _ 6L: C'GF'. TOWN OF SOUTPIOLD Judith T. Terry Southold Town Clerk August 25, 1993 APPLICATION # PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sizo): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulf-ill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE EST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANT'S SIGNATURE) 4;J. DATE v SECTION 2• PROPOSED DEVELOPMENT (To be completed by APPLICANT NAME ADDRESS TELEPHONE APPLICANT o SR, 0/ BUILDER To 6(-'- beaA �ti�e� /?-I 1 ENGINEER p AN Al 1'94- t' 1/ Sff—413 YO PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. b7' V R� FDP(93) APPLICATION f PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure ❑ Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S 4 000 B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling M"Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2,APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION # PAGE 3OF4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: 0 A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications, including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofrng of utilities located below the fust floor and details of enclosures below the fust floor. Also ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. 0 Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) Ft.'NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5 PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B. 0 Is not in conformance with provisions of Local Law # , 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX Bis checked, (he Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. • w APPLICATION PAGE 4OF4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? O Yes ❑ No Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures" This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? OYES ONO SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADh4TNISTRATOR1 Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY_ CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, DATED AS MODIFIED BY VARIANCE # , SIGNED: DATED: C/C(93) A 48 __-------' �Z 1A r - i- QQ,gp�n/AY Ev. 8. i4cx _ 1 ptooZ 2ETglt{ltt+iG 4tA4Li.. �o�, ys --�.� � � c ,� �`•��TE^*"•�SE_ lC�Gx'J-O?9 - 5 - fir.a ;� �-t� �-�,• ,1� \f, U !� 2 �ED IANp G eel, 3696 �b i \Dp )VIEW YDA 1000 -079 - 20. � i ,65.1802 B EPT. SPECTION [ FOUNDATION 1ST ROUGH PLBG. [ ] FOiINDATF B' [ ] INSULATION ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: 10 ,DAT ILNSPECTO 1 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ATION [ j FRAMING ] FINAL ( ] FIREPLACE & CHIMNEY REMARKS: &A, ,f v Elf ILA ,DATE INSPECTO `1� X65-ieo2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 11 CATION [ ] FRAMING FINAL [ ] FIREPLACEA CHIMNEY REMARKS: .DATE 5/7/ O INSPECTOR BUILDING DEPT. INSPECTION [ ] FOUNDATION IST OUCH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS• .DATE l � � INSPECTOR 0;;;, 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LBG. [ ] FOUNDATION 2ND ] ULATION [ ] FRAMING [ ] FINAL [ j FIREPLACE 8 CHIMNEY MARK ,DATE /,,9�/4/ 114SPE 765-1802 UILDING DEPT. SPECTION [ 14 Z FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REM S: ,DATE �� �21 INSPECTO < �c�� 765-1802 BUILDING DEPT. PECTION [ j UNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA CHIMNEY REMARKS: DATE INSPECTOR it j!%G 9t 16 -tom 'OUNIAT ION FOUNDATION (2ND) a �� r '�----____�_ _____________ ___ ===-11 _________________________p----- It ____- u u cl u LOUGH FRAME & IT- PLUMBING liii _ � --4el /� v1 IV I°Ie( . !� � u ------------ INSULATION PER N. Y. u e V STATE ENERGY �+ ii r- CODE 11 ii -H H II It II 11 i II FINAL 1 n I ADDITIONAL CC `c C,/Tse J o'k 14 z. c /2 c' C, 9 k�i v i��J'-Jc. z1>4 7--qoe e f 61itTlr- � C M� 1 /4tl'-� £� �"1,7 ��� H H z� --- - ----- C' �Q - ----- ------ ABOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. 1 43 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . BUILDING DEPARTMENT CHECK • • • • • • . - • • - • • • • • • • ' • • • • �•D�i'"° i TOWN HALL ..SEPTIC FORM - SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY:/ CALL Examined. .. .�....., 24 MAI1, TO: . . . . . . . . . . . . . . . . . . . . Approved. .y ...., � Permit No. .c (Q „'".,.. ....... . . . .. . .. ....... . . ... . ... . .. Disapproveda/c .................................. ............ . .......... .... . . . . . .. ...................................................... .. .. ...`............ (Building Inspector) APPLICATION FOR BUILDING PERMIT -� Date. V'v��. . / . . , 0.60 INSTRUCTIONS a. 'This application must be completely filled in by typewriter or in ink and submitted to the Building inspector 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. Tile work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. xach permit shall be.kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in Whole or in part for arty purpose Whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MATE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. Time applicant agrees to comply With all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and inbuilding fo neces ry inspections. it . ..... ...szJr. ... . .. . . .. •(Signature of applicant, or name, if a corporation) p4.a. bQx....i.yas........... ........ ... (Mailing address of applicant) So() 7W6)/- P, N, /, /Q State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, p)crrt)er or build Name of owner of premises ToN�`° lyU2 ��..T 4..AMO...DOMA.-J 9 ..//U/Z T.AD0.. . . .. .. . . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. (Name title of corporate officer) Builders License No. .. N/� ..:....... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. Location of land on which proposed work will be done... fes., ..... ...6A YV XC 4 . -ROA P-- .... ...... �.Q..y..N. !✓..Y.c�.ti! ......./.1.y.7. .......................... ..... .. .. . . . . . . ... . ... ... House Number Street G e Hanlet ,�� f,J County Tax Map No. 1000 Sec2tion �. Block Lot 7 Subdivision .Dg.5 1CAep0t0.C71.yFiled Map No. ............... lot ..... . . . .. .. . . . (Name) 2. State existing use and occxrpancy of premises and intended use and occupancy of proposed construction: a. Existing use and occxupancy .. .�� NT.,�A..lr........... . ..................... . . .. .. . . . . . .. . . . ... h. Intecmded use and occupancy ... ,/.� �r ................................ . .. . . . . . . . . . . . . . .... Kiture of work (cl)eck whidi applicable): New Building ..."...... Addition .......... Alteration .......... Repair ..... .... ... Rennval ............. Danolition ............ Other Work .................................. (Description) 4. Estimated Cost 3bo.Q9o.. ....... fee .............................................. (to be paid on filing this application')/ 5. 1 f (kA-1 l int;, ntmber of. dwelling runts ...06!0.. Number of dwelling units on each floor ...,lr,....... Ifgarage, rxnixr of cars ..:'-' ............................ ,,��!! G. Ii lxisiness, cYYmiercial or mixed occupancy, specify nature and extent of each type of use...1�!//-�............ 7. Dimensicxis of existing structures, if any: Front................ Rear ............... Depth ................. lkcight ..... ... . . . . . ............ Number of Stories ...................... Dimensions of sane stnbcture with alterations or additions: Front ............... Rear .... Depth .... ................. Height ................... Number of Stories ............... )! 8. Dimensiwl�of entire new construction: Front ...VI-Lik...... Rear ..�.�.. ....... Depth .7.....? 1Deight ...37. . -V//............ Nuri)er of Stories .... ...... 9. Size of loL: front /..... .. ......... Rear ..............�....... Depth ..... �:�'..�.UAcIn-p SoevL'> Rme 10. Nit:e of ,rchase ..!-��. f .... Nam of Dormer Owner �.ZW.8.4�1r:.!.w.QU��.AA?WW,9 11. Zone or use district in whidi premises are situated ....JQ Q...................................G-7-.A ... / 12. Does proposed crxistruction violate any zoning law, ordinance or regulation: ..../`:.0.............. � /D 13. Will lot he regraded vUS7,��.UI�iV�. /W�11 excess fill be r�e0movedltfrom/preotisecs: YES 254 q-��a 14. Names of Owner of premisLes JOW 4 t �}.�1'-�nn�PaaU.�.�: Address PA©t&X✓F �y Narie of Arch itect Jll41 !. !/./5�!.C1 ... Address N N�L`..0?ri: ��l ll Phame No;5. N-me of Contractor OWAI(32.................. ... Address ...............................Phone No. ............ 15. Is this property within 300 feet of a tidal wetland? *0......... NO .......... *Dr Y1;S, S(U]ITI D MM eta MMS PER V17 MAY BE REQUrRm. SCC AFjrA C Y CD PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions frmm property lines. Give street and block ember or description according to deed, and show street names and indicate wlietlwr interior or corner lot. 5665' A77Ac -1 n c5-U2Vc-1 M a SfA11; O N11J YORK, OOIINIY (X' S(J��=�L lC . ...... SS ,,. N f�• Q....`5 '............being duly sworn, deposes and says that he is the applicant: (Nate of individual signing conLracL) above mwM, , /h� ``WN'' ileis Ll ie ...1✓ .G .................................................................................. (CrmLracior, agent, corporate officer, etc.) of said r neer or (mx-,rs, arxl is duly authorized to perform or have performed the said work and to make and file this applicatim; that: al statervnLs contained in this application are true to the best of his knowledge and belief; and that: Lhe work wi1.1 lx- perfonned in the:manner set forth in the application filed therewith. `?worn Lo before nr.. (his of . 7L)A/�... ... ?�.0 0 Notary Public .. .. .�".'r"".......... .....�1.:... ................ (Signature Of Applicant) LINDA J.COOPER Notary Public,State of New York No.4522563,Suffolk Ceun � Term Expires December 35, Cr►" 1 •.rw'.+..-.y.war.. aYr,�. �,1�• - ` ' 1 .., N / t P •• 1.11 4� - Tv:. _ -Ltv8.2 •fit. � r -> y+� F {_4 _ , •..-�•J'` � I M1 060 19 01 • ! P t _ , :'. ,. .:' ..'•RJB.:' ♦ �'; t!� - _ 4v� � t DA�'k: �?�:�.��'�� � ,`� � -, I . � ��"1 F�'.5. 2EF. '�,lc�• Ql0-99-01'' 8 ' eec wtt { 04WAY 54t X _ Tt4-JJ.DEPT oV �wrjT SOUTP otn5M c 2--.,,,o 2.5 i B(Zcwti! Q GL AYE`! 54t-1CIr Oe( �✓�/Q6v"'o�Tia..� _ j 5 G -Ta SILTY sAr�C, I 5M � � s 37! /�1d g000_ wa-r-S2 i W4TGV- - soun4OLo -FQW" BLDG.DEPT" REF NO. 2!66862 } A i i loL0 SouNp 9 -rp p of RbtJt�cx 1 � r � ,t;A I-- -.--_EL�/ATiOt�15 Ig O" -rop OP coN j, r GAQ . FL �' •.. 'T 1 ' ui zQNE L lllES � � y,- A _ ! W a � cv,F. 3, X00 -079 -E5- 20.8 4' , gx MAP Desic-W4710N: , :?C,.-"7 .0IC:-p 14 et , 5 L I -rY 45 At-'0 jo.P W4TE12. .0 sepric -r4t44 OeFoo r_14L.) " W4TF-1Z 80 (_3 170 U cc.; 47 v 4 6- rr� 7-bWN 0i= f7,:XJ_rT401-0, t-J-y. -7!5 20 12'=_1 7 -48 _s 4111jr VESO - Zu or x #v4y To0040 NAW WA� 9 im 10 4 M rMs u rFr,-$Z 14$EgA vaua� wt-r"jt,1 50 or Top OF F'�_Ev+7,c,.-J 0 f�' 1W ME 10c, PM )a g(�Lzv' C2 5 i - 01:- -n" Ck 2. pKKM • FRAM116 • FIAIMBING At & 4. FINAL - CONSTRUCTION MUST E:t BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET t000_07< THE REQUIREMENTS OF THE NY STATE CONSTRUCTION & ENERG'v R (Ho. UND. CODES. NOT RESPONSIL7;,..F DESIGN OR CONSTRUCTIO� 'T IN 90 NOT ROCEED WITH FRAMING UNTIL SURVEY Of FOUNDATION LOCATION FL000 ZONE L(NES WAS BEEN APPROVEM/4-o 6 ................. �` `� tGt C.1 -473 -.�- " I-! '" r ' X i- V) A J cu 40 < 15> N-P AL 7&;c P� IL too-1 �E. iFXi5TiN4(v P47 !Piz 0 T -48' (0"E 4b We-rL4"05 495 97-44GGED Y r- L BY L_At4r.) USEF Co. NEE 2-0 vv_ Er 00 pa C J 5E9212Y 0 A e_v Cf' NI BY: Pizoposerc 5epTic 5y5TE f-7257 P0042r J20 -5cxjTHOLO, N.y f (971 71 r7LOCIZ C7C-eV.5, e.-_44N(:59.r), 1=L000 SQL,-IaS 5H0WN -Jot C-r 'C' -.�)q; OC-r 13, '95�9; NOV. 4 colt 2000, JAK_ Z00'" preO. IG, 2c0c; 8, 2000,A449?. 30, 2000; J<JNIE 19, 2000 U) -c ro J614" f ku2T400, DE t J. L. ku2-r40C, 1W& NO 71 " LEW, 1r_4:at_j 71, E' 8-T,70 W. Ll<EENSEU- op 1E w OV, j�o>< -44e ---------- 7-E5THkx-e 'j 01ST 1000, SGe---r. 41-',177S�, 5, N"l' L041, .0. OiSr. Q10-9 9-l L ELev4na" c)4-rz-jNe, ,vfs,4�, --zIE4 �-4svl' sm SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 4-4 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ..... -ING LE FAMILY RESIDENE ONLY 10. 2C sit -y AKC o DATE ol HS REF. a- F3 t' , r APPROVED- �l�- 599T(C TAM'- MUM OF4L— W4 FOR MAXI BEDROOMS 9, 84 --E-55r-'001 WIRES THREE YEARS FROM DATE OF APPROVAL (3 Exp'(�J.} I - I 1.3 EXCAVATION INSPECTION REQUIRED FOR SANITARY SYSTEM BY HEALTH DEPARTMENT -7 1C i u C)L 0 :,::5 L T L 7-oWN C:)r- 48 �A P920P0. c; 2-4.0-43 rL'00� ELEar. JZ it,�tD WALLL: A", U%c,. C6 & 0 'A LLI 0 079 (r-oa 2o.9) uj to :z 7ru s r t :-=Xt5TlW6 P47-H zj. 0 , ll -7 1.48loP" t-3 c- L Lu 6* BY L4t:lo OSE r-c. I NEE iv) P095 CL P(zo 0 00 ? w -1 W lz 7-- v4. CL J IL cl c\j O 130 V WE t L d/ (19 "1 -' ZOPOSEO SEPTIC .5Y57EM BY: !S HE7Tf (7257 J-4004tz-r j2o. 5GLJ Ti-40L 0 N.Y. f t 971 0 LAP (p .�� <Z: 08 6 PL 010,New V all L LL OME: -4D=-L; OCT 'c.)99; OCT L3, '999; NOV. f, 1999; J4N. Co, 0000, ._1,A,N. I 1 2000 FEB. 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THE RI-2' ST - "COF U T f try Y}=s+ ir" A ' 'DESItiN .>•�: Y� eta fLlw 4F{ryi� '.'!�• +r„ / \ m PROVIDE OPENINGS FOR D0 NOT PROC{ EDrvWiTH _ _ — - 12 EMERGENCY ESCAPE AS FRAMING UFITIL SURVEY j + 12 — 12 M \ FNS — Q 4 S/SOLE REQUIRED 8Y PARL 714 OF OF FDUNDATI01 lOGATION f` F L A S H ° �f�•/ 5 s' \sy FLASH ElEV.1r- 2' _ N.Y. STATE BUILDING CODE. HAS BEEN APPROVED, I T%PLATE ISTFLOOR 'I tori T,PORCH HEADER aEV.w-Or lr e- 2 STRUCTURAL WOOD OCCUA9 10*STRUCTURAL,WOOD COLUMN W/ 1FMNBASE Y USE IS UNLAWFUL 12-F."BASE!CAPITAL\� S- 0'WOW RALNG TO CODEb WITHOUT CERTIFICATE':�� >n 5—0'WOOD RAILING TO CODE ?� ,.., ce 2'- NY X S-6'WOOD BASE W/ OF OCCUPANCY a RI ffq'P Y—•6'WOOD BASE W/ ❑ ❑ (� Ll RELEF PAN! �R�� . " CERIIFlCAiE I ELEV.O'— O' ❑ FOR ELEV. 0' — mm ALARM LAWU pEQUIREO, n? PLUMBING' i� GRADE " ALL'PL.UMBING GRADE S NEATER UN HEED I TESTING¢ POR GQVER�NQ , + v� FLL J I �JI IALI R4 y—J I TI I �J ALJ �—J �_JI �J IJ ncopper SB4lnpNruPw 2e X 2,r X 2PER (PC.F0OTNG nim:Of K PiPi ; �N J - - - - I — I — '- - - - — 11 - - - - - — — — — — — — — — — - - — — — — — — I — - - - - — - - - -I - - � - - wa L - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - _� - - - - - - - - - - I- I - - - I UNDERWRITERS CERTI TE REQ ED FRONT E L E V A T I O I� I V NOTE: USE ANDERSEN NARROW STEEL MULLIONS BETWEEN - — - - - - 1/4" = 1'- 0" 1z i \ WINDOWS ON REAR WALL OF RESIDENCE 50 YEAR ARCHITECTURAL Wa.ES e / \ INEERRMDAL SNOOK PREVENTING SET TOP pF WINDOWS O ElEV.18'-8" OEWBEI AS TO PARE,"2 6(K) 12 �s'A/ \ 12 IM STATE IVILDING CODE. f� �� ° -ROOF RCKEiT / V�sy � B 212 r / 12 � 12 - if,- \ PLUMBER CERt/F/CATION / \ p ON LEAD CONTENTBEORE CERT/F'ICATE Of OCCUPANCY Y / \ 4 SOLM USED/N INi1TER ! ass \ 4� _ SUPPLY SY$TEM J^ANNOT Y ELEv.zr- 2 EXCEEDT✓10 of 19G`LEALti Y { \ T/PLATE ' ET LEV + PROVIDESMOKE=DETECTING E . T Y r{ ALARM DEVICES �' 1` Y AS TO PART 721-1 , NYSBUIIDINJ)CODE, , °° ,� AFFW50A AFFwso+ AFFW504 AFFW505 AFFW505 AFTW505 AFEwsoS AFcwsos AFTwX5 7AffW504 AFTwsa4 AFTwso~ TYPICAL Pins 9 R REDSEPARA�'f N°T� •f" r © © © S/SOLE ELEv-ir- Y � Lt M1 E EV.R Er-D'FLOOR y r i " 's�1 HOLY` ^at q „ \ \ NOTE:VENT ALL CONCEALED RAiIET{$PACE ]'-G W000 RALNG TO CODE - AS PER TONYORK TO THE EXTEJIgR SET SLL S ELEV.I'-0' .AS PER NEW YORK STATE COREE00A j 'tn+N Yy '' / 'ACROSS THE REAR_ — PROVIDE SINGLE STATiINI SMOKE . PER NEW STA to x kt Fay{fi RA IN AW dun e ffd lar I ti F ALL °(TTM n . ' EQUV �Tr 7E0 A'11�111 UQ'AR�gAD + ,*"!ria Ir +"uh� l� ' tllh _ ,GRADE - 4P;P, RA. ARCHITrECTPC. Ar � � � .° �r. , : : ; � 4 No PI� A. R AR :,F' L E �� TION I fir : I'.' I, "1- I I I ��.11- � I 1 L K ngs Pork.NeW'York 11754 51¢ )5'4'4-6W,_ ,.��.�,.�..� ( ' �J � J �I_ ' J F� To PtFouroAnoNwux�/ NEW HURTaoF)'itEnENce [ — Q ; O £ i . r 4c pp q _ I q x2O �,:, I .SDUtHHbLO�.NEW 1 ORK � :r, t° - I L — — — — — - - — — 2 P� 1a ,. X'24-X12'P:C.FOOTNIfi .I . ; a � 4 t< V rr s. - rRr .'i ..r�Y ) .- r i . r. ' i . '• 'r .' i pi�.'. ' i i- . . .r i i.. .ke/ . '(: .nl ' r.� ..x.;' ni { '�2 a I y vt ] 4. rk : x. !.e ., r, i , r .. . ..: .A . :,.. -. :. .,r ,.i , : i - _ .�. - i t..3.u: �- ..'r. .,N.: ...��t..c—�':..crYr..4.•,rA6 OBIIEML wOT6a a 1. All work Shall modern to the rules And regulations of the Town of BOUTBOI Bdlding p•pArtwnt, the www York state building Code, cwt Mee. TYPICAL: I York State Energy Come natio, code. _ 112• % 12'PL.PER W/ I 3. D1.•°sica figures shall always be taken in prafer•mcA to *mling'ef m LINE OF DECK14G ABOVE -r- -- 1 - - - _ `24"X 24" X 12"-PC.FOOTING 1 drawings. All dimensions Ana conditions must be ver"i" before 1 2 2'% 12'_ - - 1 o"woi.9 wamCL.l.. , / T- - - / / f - T \ \ Z"ky \ o, me3. Cc.turement. A +hall be Compring to the for verifration of the of ell field CA / _ 1 _ I i 21 _ - -\ measurement. And shall bring t• the and ..tion of lA* Arch;tact. asy w / �~ diatmpocit* bmbe.a the dvx;vgr and ACtusl field co"itione. 4. Architect is but reawwibl• for mwr.itiou, i°.wetaon or 6'-6/ /^ - 1 6'-fi' 12'-0' 6"-6" - - \ '-6" }„ administration of this construction project. S. wont *ill* are to Vo (2) 2"Aa" (woleenisad lumber) with 1/21 disaster anchor bolts a la" long at a'-0' O.C• r 6. All h."ere ane to be supwrt•0 by {" x 6" rood pasta eelm. ' 18'_10• z 8f10' /% _ _ 1 36'-0' - - 8'-10" IB'-10' ntherxis• stated, , 7. All columns or molts tramivg spall mAtevd through ell 3eve1. sed \ \ CA terminate at • footing designed to carry the load. 5'-7" 7'-B' 5'-7" i' // 6'_p• 6'-0' tM 6'-0' 6'-0' 6'-0" 6'-D' \ \ 5'-7" 7'-B' 5'-7' 8. All madam shall be (2)2"x a" with 1/2• plywood flitch plot* til A. otbeol.t °°ted. / 9. Provide ]" x 4" Collor ties at 1/3 of vertical distance between / WOODLK ABOVE IO" PC.BRA E 5- 0*HEIGHT \ rid,. board Ceilivg joists at 4'-0" ..c. max, / 10' C.BRACE 5'- 0' HEIIGHT - 'i \• \ 10" 20'PC FOOTING ID"% 20'P FOOTING asee sates• ornacwiee noes. *c al partitions mm¢ g parallel to ] 1a. Provide double headers u" tLo _ _ �� \ / ] 4 2' X B"NALER LAy LT O__ _ _ I \ - - - - - - - - - - - f _ _ _ sr / \ • \ 31. All funning ;umber W be grade eeibd anal have• E = 1.4 dad !D = 1,000 P.S.1. and shall be Ono of the following species / \ / r / \ I )• _ ,• L \ ;L v \ •. Douglas Fir, Construct. Onde F1-1000 P.S.X. ( D. Hemlock, Construction arae• r1-1000 l.6.I. /// v /_ _ _ _ _ _ _ _ \ �/ / $ .. :,. _ _ _ _ - - _ _ _ N _ _ _ _ ....! •� % `r ro `O• \ >. , _ _ _ _ _ _ _ \\ \. \ \ \ 12. Provide "Hurtimu." Tie Dean Posts... at All True. Afar to / / \' Q \ w• ) / \ \ plate coanoctmm. Provide "TECO" Connectors at All flush header condition.. i7 / \ \ s s \ s • �'\ • \ • 7 ' / O \ / , / / \ \ , \ \ 13. All erpoud lumber and lumber in eomtact with rondeaG mall M pressure treated. 4. / + / / \ \s \ \ \� i J ` r�7 w , 'r • / / m ~r \\ y 14. All sued ntutl+ are to be 16" A.A. tante+s otbeaius oetetl. '+ \ '•' w 7S 1 1 p• y ridge boards shall be one "2x " aims '• r I • 1 • ' / 7` 15. H1 veil. rafters dna x o' a .•• a .•• o larger teen coma•Ctivq ratters. I "• 'n 4 11 ' • B'-10" I 10' V i •'• � » p'_1p• }� 34'-4" � o I i Y I < '•• b. "w 34. Fire atop valla and floor eovCxucLLou in aecordaLe• with NY6 '•' ''w _ _ _ _ _ _ _ _ 2'-01 ,'• I ' building code section 7371.4 Al 'Y 8'NALERLAG TED_I I - (2) 113/4' % 14'UPSET MICRO AM (2)113/4' X 14'UPSET MCR(7LAM 1 - )PB AILER LAx T -I • � ® I � ' N t} '• (- - - - - - - I- - - - - - - - - '• O 17. Extend all new footings to undisturbed &oil of 2 ton minimum h {~p 1O_ - - - - - - - - n • - _ _ _ _ _ _ _ _ _ _ _ _ _ OVI �' bearing value. All new footings sbell be 3'-0" below Trade. The w [�i Qv w1 J _ I _ _ _ ( •' exterior of All fowidatio° wale below Bred• shall be dawn p.of" with W 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 'r / • o ul ave .Leri. cool tar b em, bicamlmomW BImtic mmoR. .., 1 O I • 9'-8" 17'-2" 10" I Is. All .xberiec ceeceat. is tun Am air entrained. per ' "2 1 o �Z 7'-0' T-0' T-0' 4'-8 `. /I :o peeP•4 aeeedYAa. Q 1T-2' 10'-6" •'t L. , be a NO of ]•500 P.S.I. co0pe•olve strength is OB days. �SL i \j 1 'til �i ••, I' - ® 3 / DEO CAHW MIKE eY LICERAM P.E. t \ }N / CL ,xlr�p.rrf Ito m I 19� Footings sshaUll aro08 lEnrou¢01TV i0AEAwT6E eeYC CAP�CCTT Aft eMDULD Y 7GGL,� BOILER ', p plumbing Step i"* shall \ ST E INSUL.DOOR T� PA/ nal ,Y _ _ _ __ _ o B' I / have . maxinum grams. of 25 a•gi.ea. v \ 3u b 1 ' A. _ _ _ _ _ _ f _ _ _ _ m 10'PC RETAINING WALL r \ LP 4 STEP THIS SEC ION OF WAIL 6 BEARING 3A 1 NOTE NOTE: F to ID r 20. Provide (2) P4 aeb.re Mott..... in oll•r flees h...An, \ ' •• 1* Line of 5/8' Type% yp Ed.on Calin / / DESIGNED BY OTHERS I \ \ m USE (2)2' X 4' P.T.SILLS I LOCATE ALL LALLY COLUMNS N 1 a I I Ir0 Drax as per New York Sta Cade AI7 3E \ '' \ 4'-5' B'-fi' IE%ACT LOCATIONS SHOWN,DIRECTLY b' •• 1 P / ; / ;n 21. No backfill shall be dome near foundations until adega.t. bracing ON ALL WALLS THAT MEET C NCRETEI I UNDER COLUMNS ABOVE. 1 1 naw bee. prod.." .nd until all proper Town and Vill.,. LAp.Ctio.. \ \ 1 _ _ _ have been made. araain of site shall slope away sed bland into J o •' 1 (2 13/4' X 14'MICROLAM LV 11- - - r ._ _ _ _ _/ !,/ // 1 - existing contours. 9 . IQ S I- _ - _ - �1 - - - -1 / I 22. All plumbing to Comply with .tate and local .odea. 7T I _ _ • y a' ® r ' _ , _ 33. All aecnrinal work *Hall be nna.raric.ra revea ova nam 1 - -1 ,•. I (2) 3/4" % 14'MICROLAM LYL _ 12 1 oo a ` - - I1 9' •d r .,, P , I Id 81 a with .i3 .tate local cad... b 24. All structural ACoal .hall be A-34 And can tore to .11 "a"e of X6' 2'-10" a x A.I.s.e, manual latest edition. All steel to be Shop Costal. -,� 5'-7" 3'-9" 1 '0 29'-4" . 11-10" 29'-6" r " »'• o z m who Contractor meet co provide flashing s. all p flAsor all awnings A a CII whore roofs iter Oilier roots or pals. step rLrotrg AL all 1 be III O 1 I 1 wf I I properly.flashed with hue •not 1 L 1 � pipes or other pmtr°.Lov. +hall b• H o, m o NOIEe:TYPkW 1 m wry up flashing. p 26. Us. only g.I...lead ¢oil. and faaea.m for all roo4aag dad 'pp o I _ 31/2' steel lolly Column On _ 10 flashing applications. < 2 7n S _ 'o - - - • TYPICAL BEAM POCKET • 3'-9" 5'-7" 12' x 24' x 24"PC.Footng d m o A-6 x x I BEAM BOCKET TO BE 6' WOE MINIMUM 1 • J 27. ceatmcMr to merit, all moi"oxo .is•. AstAm cooencseent of f° IAND 9 IN DEPTH FROM TOP OF WALL 1 work. All window. .1. to ..*t N.. York star. ri . vgd.tte.. for n I m m I IIS I • _ a,f I xi°down, lees otherwise noted, ovatowbedAnd rsonshighfperformance. ,n n 5'-5' S-3' 2'-4' I ' .grams. Contact architect ;• improper _ 1 2" X 8" DECK JOISTS 0 16'0 }' nn - - - - - - 1 - - - - - - 3 I J 4' % 14'MICROLAM LVL - - _ • 2e. all soffit. or. to be cent;muousl, ...teal min,1. t. 8 I • ffAM PO ET 1 (3113/4- % 14 MX:ROL LVB 1 - 1 _ (3)) 3/4' X 14'MICROLAM LVL- t - - - - - r -I O /- - _ - 1 - - _BEAM PO KET I 1 Y - �rT I 39. Nunleu leaders and gutters at all °•w roof dopa. Provide �I _ 1 _ •' fib.r'lm. splash Block at termination of dl leaders. m I 1 b 1 - %o m - - 1 - _ 1 b - - 1 - - la 30. ..tats And n . 011 roes m 1 - ry la ¢I 1 1 7-D' • 1 �V 5 I� • a p I �' .s m I p•....m of air tad moisture. providing a positive barrier against the dy ob O OI I . d O 'O d - - - - T I 31. Insulation to las oemps/Coming tiberglus or aquAl,(approved by 310 B'-8' 9'-2' T-9' 6' S' d 7'-0' WI 6'-5' 7'-9' 9'-2" 8'- " mbhwt), with . kraft a barrier. Vapor -I- - I m ~ w 1 .•+ bl oa were side only. Provide vapor betwn barrier to in installed x .•. im _ $1 _ _ I r muter bedroom suits. •,,, g.rags coiling and fw+ amply with Chapter 47 of U.B.C. 2' X8' ECK JOISTS 016'OC. 1 THREE CAR GARAGE -' s ' I ". All dr Provide moisture rest to ° 1 1 1 p 1 •• a. 11abathroom..resistant "xo"crenae" eap ^9reevb•ard^ L I I ell naw bathromu. III I "m 4'pL.slab W/6%6x10 g0 wpm A. Pmvrd• 1/2• on all walls and Calling* throughout the Addition. Im 1 Q ry I II n I T' All gyp. bd. to be •crowed to the wall stud.. He nailing I I SLOP (2) 3/4" % 11 7/8" ICROLAM LVL 33. 0ypeum pall buns" aM1bll be OvrgL Paelfie or Appeared .qua . All I - I r 1 '•.• idle and ceiling• shall be tap" and speckled, ready for painting. ~ 34. All ba•eboud is to be high p•rfov.ace. Beath, a" alit., III `i i I 20,_8. - - d 3'_3• 2'_3• 11'-4' �o I > 19'-l0" = 1 ' i a� n g, -gyp - - { f < (d• I x dultie e.a Pont comply with A.B.s.A.A.1. atodaxdn and muse matte x _ ¢ d Z y+ 17/8. - `Co- N 0 4n O _ n .•. m r .siatln9 system. x 1 5/8' typexgyp balm an walls I di �, Ila o _. 1 and caing9 common to rend me )? r - - _ 'n 3 0 1 I I 35. All elccel.ms .°d p°od 3 neuro are end• py',Qeet{fta Pl)alti<. , im l-ng SPocE- - - - O m I 1 aT . 0 Ig N Ell1 r•c°vead.tiov.home All microhm or. 1.01'ria 0-! Lem LVIu. nl 9w*tiav O Insulate stOYWel to O �< 6 0 ij ry call Georgia Pacific 0 1 600- 435-7401. PONERABANE BY ANTHONY 1• 1+, a fest Door and door abOVJ m b , tyi • �' 36. Amy wiccelo header looser than 13 3/4", shumid hue 5 1/2- w bearlm depth An each ma. lead humid be blocked contivuouel to 3x 1 x 2 �i(2) 13/4" % 14"MICROLAM LVL UPSET �' S z 1 foundation. Purr out wall. if n. lall 3 0 1 1 1 1 C'T• At collar as"hien*, T STEF,(. INSUL.DOOR i o •') o I column *bo¢la Have 1/2• r 6•• : 6" aid pLku eels" oa top to m UP 4 STEP CELLAR �-' - r1 ceo•iv. wta.r spread load. fro. neo.•. 3cg Id 1 '.• 4 " 1 '"' • _ 1 s,GLF CLOSA'3� 4' pE.slob W/6%6%ID go wpm 37. Provide A containment pan with floor drain under the member in "O v F ,� /�YojG ` I l,• m I .O ....Cd...m with the village plu biog Code if washer is met is mels. II y O r q 0 38. This plan is in compli.... xah Us. York State build;. C"u 712 '01 i^ I 1 a 30 m •� � i /JOa7 W!T/F .-IYS/7C / 'nr /'AT..� IIS I t. m - 9 0 1 o N I and 714. III 104 20'-8' 0 4'-0' 34'_6• 11'-6' ,• 9'-1' 3s. All .xt.ri.c gLm d window. and doom at be Protaat.a by ,- w Certification ion resistant hale Also the tart Ant mot of 9 9 Y • pr ''• aertirting fn me a label a tdthe frodu t wa on the goralvg or 1 I 11-6' ti fro. .Cain that the product vu tit" a dill" As m I supporting 9 ora r Oe r _ _ _ _ _ _ _ _ T _ _ _ _ _ _ _ _ _ _ _ , , I_ _ _ _ _ _ y\ (3)1 3/4" % 11 h/8 MIC�OLAM VL r _ _ _ 8. _ _ g ._ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (2)1 3/4' % 1) 7/ 'MIQROLAM LVL / r _ _ _ {} _ .•• .. ring the regaiceamos. of Aexw standards. 1 - - 1= _ _ y• - - 1 - - r p.ck.q. to .t both raises inn. .wed. of 100 WE Ad windburn. " 40. All doors oat he protected with huiricA I _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ + 1820 - - -2Uf d NAI P1AC BOLTS _ _ _ _ _ - g+r.ti ea. P w a• mtwilt - 1 \ _ 7n / I dear... _ _ _ _ _ _ _ _ "O \ \\ _ _ N / v / a I "• o \ \w 41. There should be hurricane Ait. s / •I " ! pr or c11pA tying root to Cps ode I � \ � / ,n � I •.• n "� \ •+ / / I wall and the sitlt wall L° the foundation. ! 42. Th. first floor L.al .nculd be .hose tb* Bou Plume iluaiou Aa 10"PC.RETAIN WALL III " - - - - - - - sa - / 10"PC.BRACE 5'- 0'HEIGHT - - - - - - - - - +r cu I TYPICAL: lies. DESIGNED BY 0 RS I °i 'o C, 0 10'X 20"PC FOOTING .m I I 12"X 12'P ER W 1 1 24' % 24' V PC FOOTNG NOTE:VENT ALL CONCEALED RAFTER SPACE V ' ABOVEINSI.LATION TO THE EXTERIOR A-7 7'-0" t` ;,, o A-6 III AS PER NEW YORK STATE CODE 8006 B,_I. 8•_I• p'_I^ 7'-0" T-2' 7'-2' 7'-0' 7' 0" 8-I' 8'rl' 8-1' `- -�q- II -1 I _ 1 -1 (2)2'X 12' 1 - I - (2)2' % 12' - _ - -11 - _ - I - -1 - - - + 1 - (2)2' %12" - --_-_- 1 1 S3 K 37".3E66 PROVIDE SINGLE STATION SMOKE DETECTING ALARM _ _ _ - + - I DEVICE AS PER NEW YORK STATE CODE - - - - L - 1 S2)2_X 12_ I 1 - - - - -i - - - F �L-__- -- I �I - - - �I - - - - _ :1 - - - - _ ALL RALNGS AND HANORALS,BOTH INTERIOR AND EXTERIOR X_ - - - --�- - - - -�-+' - - - - - �, - - - 1 -I- - - - I - - - I - - - I MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP i _r4- - - - �._ 1 _ _ _ _ _ _ _ 43. All gable *Ad walls an the building must have am* form of bracing EQUIVALENT TO A MINIMUM LINEAR LOAD OF 50b PER LINEAR FOOT in piece. contractor •heulaattach rte top of the gable and sal to the o TYPICAL: 1 roof sheathing with 2" x A" brace. and attach the bottom of the gable 10' 6'-9' I' 9' 12 X 12'PC.PER W/ I and frame to the well below. Q w - - _ } - - - 24'% 24' X12'PCFOOTING I BRIAN A. RAPP, R.A. ARCHITECT P.C. ArchlteC ' al Revisions r12"- - - - - - -� (2)2-x1z�= =I_ _ i - - - - - - 4NonpPlace ;SP� f - - - `24'24 XC124PC.PER ,F _ _ + Kings ark, New York 11754 ( 516 544-6340 ^'• N %24"X 12'PC.FOOTING,1 - - - - - - - O SNEW OUTHHOLDDNEW YIORKCE DEC. 6, 1999 11(" `` ti'i t �� TYPICAL W000 STEPS TO GRADE � L - - - - - - - - - J AS PER NYS CODE (ABOVE) Date Orignolly Completed T-2' 2'-II' PB'-T B'-7" 2'-II' T-2" T-11' ,. _ Y 5•_ID' 3'-0' mber 17'-1" 10' 17'-f" 3'-0' 5-10' Job 99- 061 FOUNDATION EL AN Sheet Number 1/4' = 1'-0" A - 1 - 1 I 36"HIGH RAILIIG,WITH 2-X 2-BALUSTERS 0 5.OC. A Z A6 DEo00D G CK sY-a' 18_10• 36'-0' 8'-10" 6-0 6'-0' 6'-0' ' 6-0 6-0" 6-0 6-0 5.-7. 7'_8• 5-7. ' ' " ' ' 5'-7" T-g' S'_T , S-10" 3•_10• 3-I0' 3'-10' . STEEL TRUSSES BY A RSEN AFFW505 BETWEEN WINDOWS 5050 5 P5050 A�6 P 5060 %N� P60 AN511 P90fi0 A�503 P 5060 A 51 A 51 (3)2'% 11" N, 2 )(12* f` 3/ , 'ml (J)2 X 12" A ,� q Qs x 12 NDR r3)2"x 12 R— 4' X6"POST \'Z LINE OF DEC A80VE _ �% i LINE _DDC K ABOVE _ (2)13/4 X 11 7/0'MICROLAL LVL / _ BEDROOM SUITE (z)1 3/a' x u 7/e'XACROLAM LVL 4" %6'POST 17'-10' 4.-5. — 4'_5 D0 w — — — — — — `�—°' — — `d' °i $ ¢ ALL DOORS ON FIRST FLOOR 8_0"HIGH fi �_' 4'-5p' 4'-5'• o^� I. ,, F o Q I N T T E AF 511L 135 N ® a 2' 4' '; AR 515 nl e n'oi ' , I ^`" �0v�,e'g�'2' \E'• - f ❑ (70 ;QS®tV 03aGF 0 35-0" h 17'-10. IB'MARBLE HEARTH FREGLASS mn KITCHEN 48'FREPLACE I & BATHROOM ROOM inv ag 7m` r 3o II o r Y n • TWO STORY SPACE -YJ S oz ® I • OAK FLOORNG STONE RREPLACE r� '• ® .ELEV.0'-0' ti - 71 W-6' 6'-0' 6'-0" II'-6' m fib• ��' (2)1 3/4' X 14"UPSET MCROLAM n _ _ (2)13/4'X 14'UPSET MICROLAM I 220 - v A KIN CLO ET DRYER VENT TO EXTER OR s I AUNDRY� m I PANTRYII POWDER ROOM I r h �•� BARREL VAULTED ARCH Y --Flo u a 5'-10' 10'-0' 10'-0 5-10" 14'MCROLA VL _ _ _ —J(3)1 J 4" X 14'MICROLAM I LVL 6- SOLD POST .c _ _ _ _ _ _ 6- SOLD OST (3)13/4' X 14' MICROM LVLU _ — _ - - - - - - - - _ - - _ -_ __-_ - - - - - - - - - - -ems - - - (2)13/4-X117/8- MIfROLAM LVL (2) II 3 % 11 7/B'MICROLA LVL _ _ _ - - _ _ _ _ _ - NOTE: 4' X 6" OST c, o — — — — — — b =I I I NOTCH MICROLAM TO RT WITHIN AM1 a LINE OF OVERHANG ABOVE _ _ _ i, �i ,o I + r w A — I — 1 •I I THE ROOF RAFTERS OF THE PORCH' �y$w W1FJ 0 9 1 OR JST '�I 10'-B" 9'-4' " I _ - - - _ _ _m rNDTE: �F- ,j 10L 4 3 I y 1 / 5'- 9 pWte I THE RAFTERS OF THE PON II 6'-0' 6'-2' 7'-10' V0 " A-7 I 1 1 I f s i BEARING WALL 4' 6'SOLO POSTaw= 1 — ti = 6'SOLO POST 6' SOLID POST •x y — Z — — — — (2)1 3/4 % 11 7/8' MICROLAM LVL x o 4' .6' SOLO ^ (2) 1 3/4' % 11 7/8' MICROLA L LME OF OVERHANG ABOVE Li I � ® 0 I C2 f� b 0 0 v I oa0 DINING ROOM N LIVING ROOM L 2'% J06TS 016'OC z •OAK FLOORING - 2' % 8" CEILING JOISTS 0 1 C. 2' x 8 ROOF RAFTERS 0 16"OC. r o ,�, p-p• CII ENTRY FOYER = , .OAK FLOORING 2 X 8 ROOF RAFTERS 0 I6 2 I •OAK FLOORING IIF •ELEV CA" A_7 N •ELEV 0'-0' i e 20'-0' 31'-0' }. 4• S-8. 3•_8• n 14. x iV n 4 (3)13/4-X 14'NCROLAM L UPSET CLOSET N 3 2" ):8' — _ — — O 3)Y % 12 32' %B' _ �1 3/4' X 14'MICROLAM LVL UPSET _ t t _ (2) la 4'I X II /8' MICROLAM SET BEAM U ER V( L BOV I — LINE OF OVERHANG — r o a / } y 0 c I I •i^ / +� / r� (3) 2' A7 ABOVE 1(02 3V- 0E' x R 8'-0' D ORS I (3)2- x 10- 0 I H 1'-6' SIDELIGHT91 Ie. o 1,4 X 1 6C 7 _ -39>'�•o_" NX Op - P5060 16 A-44'0 AN51 AN 51 3 Xl � STRUCTURAL COLUMNSW/ PORCH 10 /d 34O = 6'-11' 1'- 6'-II' 1'- ' fi'-1i' 1' S' 0' I 5'-1( + T-2' 7'-2' 'b " -f0' I'- ' S'-10' 1' (V'N + 46==(2) ~ - } I 2' X 8'CEILING ISIS 0 16'OC. r \I I X (2)2-x 12- 1 2- X 12" 2' % 2' C (z) ' % 12' 2' 12"X B' ROOF RAFTE 0 16'OC. Ij NOTE: BEARING COLUMN BEARING COLUMN _ o - I �i o _ _ _ BEA NG COLUMN BEARING COLUMN PROVIDE SINGLE STATION SMOKE DETECTING ALARM Y DEVICE AS PER NEW YORK STATE CODE ALL RALINGS AND HANDRALS,BOTH INTERIOR AND EXTERIOR NOTE:VENT ALL CONCEALED RAFTER SPACE MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP ABOVENSA.ATION TO THE EXTERIOR FIRST FLOOR PLAN — — — — — EQUIVALENT TO A MNMUN LINEAR LOAD OF 500 PER LINEAR FOOT AS PER NEW YORK STATE CODE 800.4 'b 10'ST TUBAL COL MINS W/ CUSTON BASE 3876 SQ.FT. 1/4° = ,'-o° RIAN A. RAPP, R.A. ARCHITECT P.C. Architect's seal Revisions" Nan Place ;tc.0 R� I Ings Pork, New York 11754 ( 516 ) 544-6340 .✓w:.,;;';r��AN Rymer A-6 y6dlX Completed +'- .>;$°" N,o F� EW HURTADO RESIDENCE Dale Orw" ^,M1XTn F, 2'-n• sa' r-T 2'-N' 7'-10' s'-e' s'-e' 7'-l0' 2'-N' 3'-7' sa' 2'-D• OUTHHOLD, NEW YORK DEC. 6, 1999 5-10" 13'-0' 35'-0' 13'-0' 5'-10' 10'-0 Job Num99 - 061 72,-6. o Sheet Number A - 2 g1'_4• 18'-10' 5'-7" 6'-0' 6'-0' 6'-0' 6'-0' 6'-0' 6-0' 5'-7' 7'-B' 5'-7- N-10, S-10" 3'-10' 3'-10' AFFW P505005 P5050AFFW55 P5050 PSosD NO- 504P5060 P5060 A1y5�� A I — — AN51 _ _ AN10 — AFFW504 — — P AR51 pN ANSI .. / (2)z' %10' \ z)z x lo' (2)z'x lo- ca ( °Ak / (z)2' X 10 — \ / WOOD DECK / / ro (2)2. a / '/� q+2 \ r ' a xro �q :, W D DECK Pah / LINE OF CE NC SPLAY LNE OF EUNG SPLAY / / ,F\0 (?/1, \ `'L\n/ 1 ✓ 'rg, BEDR OM \ \ 17,_10• 4'-5' 4'_5• NI" 4'-5' h 4'-51 'r° 4'SOLIDI OST— — Of — x r o 1 I I w L ¢ AR5114 _ _ _ _ _ _ _ _ _ _ BEAM DESIGNED BY TRUSS COMPANY_ _ _ _ p 2-4• �R 51 -4 o NI ¢ _ _ _ _ _ _ _ _ _ _ _ 6' SOLID POST 35' 0 m a 6 SOLO P ST (2).- % 10: 0 9'-0' \ BATHROOM TTIN TWO STORY SPACE OPEN TO BELOW N SEAT i 2 MASTER B R M T e� DAN RAILNG 8'WOOD COLUMNS W/ WOOD BASE k CAPITAL / \ . WALK IN CLOSET _B,-O. I I o - Y , \ j FB�^ter BATHROOM I CER.TILE BOOR \ iox Stan b r �. 5Ta-4. / - 5'-B' B ;;, 8'-0' C/ VAULTED CEL C VALUED CEILNG > > THIS AREA ONLY 0 ' ? THIS AREA ON Y \�} I n - LAUNDRY ROOM �� ., Zr 4 4'-B' ,- & 7'_10• a 8•_iD• 4• 5'_0' II-0' °9 m o 2'-5. H OOM WALK—IJ CLOSET 4A \ 0 I :c LO 4'%6'POST7 5'0 15'-0' ` EN RY IFO R �+ \ F d \ DRYER VENT TO EXTERIOR TW RY SPA y 1-6" — 2'-0' 2'- ' �"' / 0 N TOSTOBELOW ma BEDROOM 43 o R M 4 � I � 21-6' 2._0. m o w I AZ2 - 31'-0' 1 o 2' 0' 17'_8' I - U m r \ \ N m I � 5-0' 4' 12'-4' 2'-0' 3'-8' 1'-8" / 20'-41 8' 3.-B- 4 a T \ I 0 M 117/8'MI ROLAM LVL DROPPED Y / _ _ _ _ /_(3)13/4' % 11 7/B' ROLAM LVL DROPPED SHELF _ 1- 7Ci.,._ •lr b `Ll \ ;o 1314" X 117)B'MICROLAM LVL : 'B�. 1 \ \r /'�/ x 4 h (2)2' % I ' ',y — — — - — — — — — — — — c r4 I CUSTOM (IFRAME I 2c (2)2' 8' I 96G AEEYl5G5_ — ,�- 359: 1 A-6 A-7 PORCH ROOF BELOW NOTE: PROVIDE SINGLE STATION SMOKE DETECTNG ALARM 1 • DEVICE AS PER NEW YOR%STATE CODE ALL RAILINGS AND HANDRAILS,BOTH INTERIOR AND EXTERIOR NOTE:VENT ALL CONCEALED RAFTER SPACE • MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP ABOVENSU.ATION TO THE EXTERIOR EQUIVALENT TO A MINIMUM LINEAR LOAD OF 50b PER LINEAR FOOT L AS PER NEW YORK STATE CODE 800.4 u Ll }'_7• S-7• -B' 10'-8• 3'-7' S-7' BRIAN A. RAPP, R.A. ARCHITECT P.C. Architect's Seal Revisions 5-I0' 2'-I1' 7'-2' 2'-II' 6'-I0' 21'-4' 6-10' 7-II' T-2" 2'-II' 6-10' 4 Non Place O Kings Park, New York 11754 ( 516 ) 544-6340 PLAN 72'_8• Dale Orgnolly Completed P�rLzA JAlv NEW HURTADO RESIDENCE RCy �C' �) SOUTHHOLD, NEW YORK DEC. 6, 1999 m Jab NmberSECOND FLOOR 99 - 061 0SF1/4^ = P_0^ Sheet Number A - 3 30 YEAR ARCHITECTURAL SHINGLES 12 12 12 \ �� B 8 12 � 12 12 \ 12 \ C' Pf-Cffl� 1 12 \ 12 \`4sN f�PSh/ ELEV.20- 2' - T/PLATE 2ND FLOOR -0 ELEV.19'- 2- Q12 -\ - 12 gP \ FX �— 4 B/SOLE 4F` FLASH— -/ 8 f�.© 9' 4' �SH FLASH ELEV.If- 2" / \ _ T/PLATE IST FLOOR _ ELEV 10'- 0" T/ PORCH HEADER ELEV.9'- 8' 10'STRUCTURAL WOOD COLUMN W/ 10' STRUCTURAL WOOD COLUMN W/ 12 FYPON BASE h CAPITAL 12"FYPON BASE k CAPITAL 3'- 0' WOOD RAILING TO CODE 3'- D"WOOD RAILING TO CODE IIS 2'- 10" %3'- 6' WOOD BASE W/ 2'- 10' %J'- 6'WOOD BASE W/ LIAM � ❑ RELIEF PANEL RELIEF PANEL ELEV.0'- 0" ELEV.O'- 0' GRADE GRADE 12"PC.PIER W/ 24' X 24' X 12' PC.FOOTING — — _ — — — FRONT E V A T I O N NOTE: USE ANDERSEN NARROW STEEL MULLIONS BETWEEN – - 12 \ WINDOWS ON REAR WALL OF RESIDENCE 30 YEAR ARCHITECTURAL SHNGLES 8 v / \ SET TOP OF WINDOWS 0 ELEV,18'- B' c,� / \ 12 12 �,P F B ROOF CRICKET �qs 8 12 12 \ 12 ' 12� \ \ / \ c, \,Py ELEV.21'-- '2"fi_ / \ - T/PLATE TURRET -0 LEV.20' E - 2' -0 '-0 O Y 1 AFFW504 AFFW504 AFFW504 AFFW505 AFFW505 AFFW505 AFFW505 AFFW505 AFFW505 AFFW504 %�A04 AFFW5D4 � TYPICAL RELIEF PANELS B/SOLE ELEV.If- 2' -T/PL-ATE 1ST FLOOR ELEV.10- 0 o 1 — NOTE:VENT ALL CONCEALED RAFTER SPACE ABOVEINSULATION TO THE EXTERIOR SET SILL 0 ELEV.I'- 0' AS PER NEW YORK STATE CODE 800.4 3'- 0' WOOD RALING TO CODEACROSS THE REAR NOTE: PROVOS SIN STATION SMOKE NG ALARM O' I TE1 w" ELEV. - 0' DEVICE AS PERR CODE NEW YORK STATE CODE ALL RALNGS AND WITHSTAND LATERAL IMPACT R AND EXTERIOR MUST BE ABLE TO WITHSTAND A LATERAL50#P AT THE TOP EQUIVALENT TO A ARRNUM LINEAR LOAD OF 50�PER LINEAR FOOT -ILL -ILL 1 GRADE BRIAN A. RAPP, R.A. ARCHITECT P.C. Architects Seal Revisions III III I III III I I 4 Non Place REAR E E T I O N I J I Kings Park, New York 11754 ( 516 ) 544-6340 �tiREO ACh L �-- I �- I J I I I O Date Orgholly Canpleled ��r��PLAN R ��' 10"PC.FOUNDATION WAILL W/ NEW HURTADO RESIDENCE ev s vq r• 10" X 20'PL FOOTING DEC. 6, 1999 SOUTHHOLD, NEW YORK — — — — — — L — Jab Number �tr .J�igt - - — — — — — — � - - — - - - — - — L - - � - - - I - - 1 - - _ - - - I — - - - - 1 - - 99 - 061 N —I - - —I - - — � — —I - - — _ — —I - - -- — _ — — � — —I I Qrro 2,, 12"P.C.PIER W{ Sheet Number 24"X 2C X 12 PL.FOOTING A - 4 30 YEAR ARCHITECTURAL SHINGLES RIDGE VENT TO CODE 12 _ SPARK ARRESTOR Iz 12 g r ������ c� .CEMENT CAP I Lam/ po-a �aT r 8 i 12 60 DEG.MAX.Al FOR CORBEL BRICK WORK RIDGE VENT TO CODE 30 YEAR ARCHITECTURAL SHNGLES 12 �4gy F _ T E TURRET / \ ELEV.20'- 2' 0 - ROOF TRUSSES 2' X 12'MIN.SIZE TERRA GOTTA RUE a , 1 AFFW504 AFFW504 \ 12 OPTIONAL BRICK FACING B/SOLE 2N0 BOOR / FLASH :4i TO WOOD F�RAMMGAINEY ELEV.II'- 2' - EI 2'X 4'WOOD STUD MAMN T/PLATE IST FLOOR ELEV..g E 8" HEADER ELEV.10'-0' SET TOP OF WINDOWS 0 ELEV.8'- 9" 10" STRUCTURAL WOOD COLUMN W/ (2)2' X 12'HEADE 12" FYPON BASE h CAPITAL AMPER 0 2'- 10'X 3'- 6' WOOD BASE W/ WOOD MANTEL: RELIEF PANELS °' 1T MIN.TO FREED 4 3'- 0' WOOD RAL14G W WOOD STEPS TO GRADE AS PER NYS CODE J'- 0' WOOD RAILING W/ OKE SHELF / \ WOOD STEPSI TO CRAOE AS PER NY CODE (z)J 1/12' % 7 1/2' %3/16' STEEL LINTEL REBPoCK ELEV.0'- 0' ELEV'.0'- 0' FlRECLASS TO CODETO WITHSTAND 2000 DEC.F (3)1 3/4"XI 14'MICROI.AM LVL _ _ _ _ (3)1 3/4" X 14'MICROLAM LVL 20'MARBEL HEART 2 4' X 4'OUTSDE AN FEEDS F - UPED WITH CLOSEABLE DAMPERS GRADE ® ® GRADE 3/4"MIN.PLYWOOD Sl1RRQOR LL 1/2' ANCHOR BOLTS I I I I I II I \y ` `.I ROVDE CLEANOUT DOOR L IN CELLAR OR EXTERIOR 12'P.C.PER W t,/ _ IO'PC.fOLNOAT'AN WALL W/ I W.I FLOOR JOIST • `•I 24' X 24'% 12 PC.FOOTINGI IO' X 20"PC FOOTING — �. 71/ CUT SILT FlREPLACE L AWAY A •I OUNDATgN FOR CHIMNEY VAT N � _ _ _ � _ _ _ _ _ � _ _ _ - - - - - - - - _ � - - - - - - - - - - - - - �.I _. _ ) LEFT SIDE 30 YEAR ARCHITECTURAL SHINGLES RIDGE VENT TO CODE 2 FIREPLACE SECTION NOTES: 1/2' = I'-0" NOTE:VENT ALL CONCEALED RAFTER SPACE / 8 FOR A 36' WIDE FIREPLACE,HEIGHT MUST BE 29',FLUE 12" X 12" ABOVEINSU.ATION TO THE EXTERIOR I FORA 42' WIDE FlREPLACE,HEIGHT MUST BE 32',RUE 16" X 16" AS PER NEW YORK STATE CODE 800.4 12 NOTE: 8 / 12 _ PROVIDE SINGLE STATION SMOKE DETECTING ALARM DEVICE AS PER NEW YORK STATE CODE 12 ALL RALNGS AND HANDRALS,BOTH INTERIOR AND EXTERIOR LUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP RIDGE VENT TO CODE EOLFVALENT TO A MINIMUM LINEAR LOAD OF 50# PER LINEAR FOOT / JO YEAR ARCHITECTURAL SHINGLES 12 a a% y� B �y / \ TLA TURRET I ELEV.20'0'- 2" 30 YEAR ARCHITECTURAL SHINGLES b i a I AFFW504 AFFW504 12 / FLA S H yS / 9/SOLE 2ND FLOOR 4 TYPICAL RELIEF PANELS ELEV If- Y N / T/PLATE 1ST FLOOR , ELEV 10- 0 T/PLATE PORCH HEADER ELEV.9'- 8" SET TOP OF WNOOWS 0 ELEV.8'-Tj 10"STRUCTURAL WOOD COLLIMN W/ 12'FYPON BASE k CAPITAL b i Yo 2'- ID' X 3'- 6'WOOD BASE W/ , 3'- 0' WOOD RAILING W •a, RELIEF PANELS W000 STEPS TO GRAD�AS PER NY!S COD NOTE: APPLY SOLID FIRE BLOCKING AT ALL INTERIOR BEARING WALLS 3'- O'WOODRALNG W/ W000 STEPS TO GRADE AS PER NYS CODl � � ❑ ❑ � ❑ / \ ELEV.a"- 0' OR HEADERS 1 ' ELEV.0'- 0' GRACE GRADELL JIL BRIAN A. RAPP, R.A. ARCHITECT P.C. Architect's Seal Revisions 4 Nan Place H L I �L �L �L ( — —IV4'P.T.POET W/ Kings Pork, New York 11754 516 ) 544-6340 �ERED ARC L 1J _ J _ J — I1 I I _ J 1/2'ANCHOR BOILTS NEW HURTADO RESIDENCE Dote OrgnallY Completed ��,�'��� A�R9A O SOUTHHOLD, NEW YORK DEC. 6, 1999 Q m t � 9 12'PC.PER W/ Job Number * lht'11 �:• 10"PC.FOUNDATION WALL W// /�� 24"X 24'X 12'PC.FOCITINC 99 - 061 R10HT I E ELEVATION I 10' X20'PCFOOTING o — ^ — — — — — — — — — — — — — — — — — — — — Sheet Number 1/4" - - B" _ — — — — — — — — — — — — — — — — — — — — — — —I — — — — I — — — — — —I I— — — — A - 5 a i E 12 ROOF TRUSS DESIGNED BY OTHERS 12 � 8 B RIDGE VENT 12 B ' 8 CONT.VENTED 12 SCISSOR TRUSS DESIGNED BY OTHERS \ VINYL SOFFIT 2 \ 12 N \ (3)1 3/4' X 117/8-MICROLAM LVL HDR. 2• X 10"ROOF RAFTERS 0 16OC. 1\1\ \I 11 I II \11` II II II BOTTOM OF CELNG SPLAY SIMPSON HURRICANE CLP$ I I \ \ I \ I — ELEV.2117 2" I I 11 I i I I I I T/PLATE SITING AREA BEAM DESIGNED BY OTHERS i I \ i \ \ ELEV.20'- 2' (2)2•%6'PLATE T/PLATE GREAT ROOM IA I I ELEV.21'- 2' 1— 'IF r - o 2 % IC CEL C JOISTS 0 16'D.C. 'oo+ SITTING AREA 9 BATT N ATION o kk B•STRUCTURAL OOD COL N RIDGE VENT R30 BATT INSULATION xa ALL 3"- 0'OAK RALNC EL SOLE }"- "OAK RAIL G 2'% B'ROOF RAFTERS 0 Ifi" O.C. ELEV.11'- 2' (2)13/4' x 11 7/8"MICROLAM LVL - WI 43 SERIES FLOOR JOISTS 14'DEPTH 0 16"O.C. f R SOL 2Np FLOOR WI 7 SERIES FLOOR JOISTS 14" DEPTH 16' Of 2' X B'FLOOR JOISTS 0 16'Of. T/PLATE 1ST FLOOR E�EV.It'- 2 J VALUED GEEING ELEV.ll C" (2)2•%6•PLATE _ — (2)1 3 4' X 14' MICROLAM LV UPSET W133 SEMS FLOOR JOISTS 9 I/2' DEPTH 0 16'OC. (3) 13/4' x 11 7/8' MICROLAM LVL E/PLATE 1ST FLOOR RTYPICAL:I}BATT INSULATION GREAT ROOM ENTRY T R V EO V C R VFiDWN SOFFIT T/HEADER EV.10'— 0• 2' X 4'STIR WALL 0 16-Of W/ DOUBLE IGHT DOUBLE HEIGHT I E ELEV.8'- 8' o DINETTE (3)2' % 12"HDR. CONT,VENTED TYPICAL: 8 ® (3)13/4 X117/8- ICROLAM LVL C3 C3 VINYL SOFFIT 2'%6'STUD WALL 16' OL,W/ R13 BATT INSULATIONN 'o8" STRUCTURAL WOOD COLUMN W/� m ¢ COVERED PORCH 10' RUCT BASE AND CAPITAL RUCTb 3'- 0'WOOD RALNG W/ WOOD STEPS TO GRADE AS PER NYS CODE SET SILL 0 ELEV.f- 0" ELEV 0'- 0' ACROSS THE REAR a 3'- 0' WOOD RAILING TO GRADE - - -•— ELEV.0'- 0" b El 0'- 8' GRADE WI 43 SERE FLOOR JOISTS 14•DEPTH 0 16' 0 . - R30 BATT M 3ULATION 2'X 8" DECK JOISTS 0 Ifi'Of (2)2' X 6 P.T.SLL WI 43 S RES CONTINUOUS FLOOR JOISTS 14'DEPTH 0 12' O.C. (3) 13/4' X II 7/ ' ICROL M LVL R30 BATT INSULATION GRADE GRADE IT (2)2' X 6' P.T.SLI. (2)2'X 12"BEAM 4 j I I I I I I 1 (2)2• X 6'P.T SL (2)2' X 12" (2)2" % 12" CELLAR m 10'PC.FOUNDATION WALL W/ -7 0II L rLL. 0 10' %20'PC.FOOTING bL J CELLAR °' Notes Typical ,J—TI i —1 _ M 31/2" steel Tally column an — 12' x 24' x 24" PC Footing 12•X 12"PC.PER W/ 4 V P.T.PODT W/ 24' X 24' X 12•PC.FOOTING 4' pc.stab w/6x6xt0 go wwm 1/2'ANCHOR BOLTS 2'X 8'NAILER W/ 12•PJr,PER We 1/2•LAG BOLTS 24-Of. _ - 6'COMPACTED RL 24•X 24'X 12('PG FOOTNC \ SECTION I — — — � _ — J 4'pt slab w/6x6x10 go wwm — B. COMPACTED FILL 10'PC.FOUNDATION WALL W/ A-6 1/4" = 1--Op- 10' X20'PC.FOOTING 3 SECTION A-6 1/4" = 1'-0" SUMMARY OF TOTAL THERMAL RATING If the Total Thermal Rating is zero ( 0 ) or greater, the proposed 10'CONCRETE WALL - design for the building envelope complies with the New York State Energy Code IN TOP(2)p5 REBARS AN BOT70M Root Ip 4" VTR _ 4" VTR AREA U — VALUE THERMAL RATING TABLE USED 1 0 MPATROIOFNG OCSA PRIVATE BATH l MASTER BATH LAUNDRN APPROVED A. ROOFING/CEILING 3876 035 54 6-3 HALL BATH - 4•PauREDconc.sLAe _ _ Z• - - T - _ _ y' -I -1 1 XIS % 10 M 2 , W/ 6' 'GA WM T — 1 - _ _ _ _ _ I , , 2' % 4" KEY 2' 11/2'I , - - - - - rVv 11/2• ' I1/2' ' 2'I 11/2" 111/2' I B. NET WALLS 3802 .075 367 6-1 I 1 1/2' 12' 1 2" 1 12" 2" I 1 B. COMPACTED GRANULAR FILL 111/r uv 1 i uv uu 1 n/r I n/T 1 1 n/Y 1 ror 1 I Iwesws"o r W/CI W/CI 1W X 7}D• REBARc C. GLAZING WINDOWS 1383 .31 (-274) 6-1 I }' Cll_,.��)1 / (2 (JS REBARS 7— J, n Y 1 n/r 1 ne I I I 1 � r 2nd Floor 1 >u J / 1 _ _ _ J _ _ WNDOWS 3 wr s r wr I'Ir 1Vr FOOTING DETAIL 8" CONCRETE WALL SKYLITES Nr cc 3 3' j I 11/2' o i17 m Y' n/r n/r n/r ° 3' _ - - - — - - 0. FLOORS 3876 .030 T- 73 6-3 _ POWDER ROOM Vr1 r 1I/r LAUNDR`� Y1 "/" 1 11 21 KITCHEN Vr l J uv i / uv uv "/Y xFT ew sv q0�e' WIC w seawou[ 3" WIC NOTE:VENT ALL CONCEALED RARER SPACE D2. SLAB INSULATION RBOVENSULATION TO THE EXTERIOR AS PER NEW YORK STATE CODE 800.4 FAT 6"INN.ABOVE GRADE YON 3' n/r �..• E. MISC. j IF. _ _ _ _ _ _ _ , n/r NOTE: PROVIDE SINGLE STATION SMOKE DETECTING ALARM , Ir „ r r DEVICE AS PER NEW YORK STATE CODE ALL RALNGS AND HANDRAILS,BOTH INTERIOR AND EXTERIOR MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP EQUIVALENT TO A MINIMUM LINEAR LOAD OF 500 PER LINEAR FOOT TOTAL THERMAL RATING FOR NEW CONSTRUCTI(/ 220 OK 1 I I so I TO APPROVED SEPTIC EXISTING HOUSE TRAP Architects Seal Revisions SYSTEM BRIAN A. RAPP, R.A. ARCHITECT P.C. H 4 Nan Place - PLUMBING RISER DIAGRAM • Kings Park, New York 11754 ( 516 ) 544-6340 2FDAR-y NEW HURTADO RESIDENCE ObleOrgnallyCompleled PLANRN r� NOT TO SCALE SOUTHHOLD, NEW YORK DEC. 6, 1999 Job Number 99 — 061 c^ ac Sheet Number A _ 6 S- 0'OAK FAILING 12 TO CODE � e I I ROOF TRUSS DESD O BY OTHERS 25 YEAR ARCHITECTURAL SHINGLES , F \ 12 �12 Wf 33 1 i[ FkST F,00111 016'OSS FLOOR JOISTS 91/7 OFPTN \ \ 1/4' = t'- ELEV 9•- It 7'X V STUD WALL 0 IIS'OL W/ 1'- (2)r X V RATE _O - IIEVI PLATE N MASTER BATH jjj R19 BATT N%XATION (2)Y X V PLA EMF/ �- Y l� ELEV r- 6' . (2)1 3/4' x n 7/e'MICROLAM LVL O O �Ij'✓ ED 2-X IT NAILER W/ 1/2'LAG BOLTS 124'OL BEDROOM N4 WALK N CLOSET Y- 0'WOOD RAuiG TO CODE (2)2'x to' 2'X e'ROOF RAFTERS• TV OL A� 0 2'X O'CELNG JOISTS 25 YEAR ARCHITECTURAL SHINGLES12 2'X W DECK JOISTS O Te'OL 2'x B' CEILING JOISTS 0 16'aL�4 (2)13/4" X ;4'AILIDLAM LVL RJO BATT NSLLATON EL SOLE T% � ELEV, If- 2' _ (2)2-X 12' Wt 43 SERIES FLOOR JOISTS N'DEPTH 0 TV OL 11143 SERIES FLOOR JOISTS 1 DEPTH 0 TV OL —f/PLATE IST FLOOR - T,MEADERpp ELEV 91- e' ELEV IO-7 N CONT VENTED VINYL SOFFIT 9 p 0 0 (AM x ICLADDING7uuNaHDR-Au w/ LUMINUt� COVERED PORCH o m V STRUCTURAL WOOD COLUMN w/ DINING ROOM FYK)TCHEN ^ STARS TO BA SELDNT A IL 2'x 6'STUD WALL O 16'OL O' PHON BASE AND CAPITAL / NG TO CME TYPICAL: .4r Y X 6'STUD WALL • 16'OL W/ 3- 0•WOOD RALELEV.D- Or RO BATT NALATON 2'X IV DECK JOISTS 0 16'ar ELEV.0- or u ELEV O-0' �i'7-9m Y%6"DECK JOISTS 4116'DL (2)2'X tr HOPI WF 43 SERIES FLOOR JOISTS 14'016'Or- VA L WI 43 SERFS CONTII FLOOR JOISTS IF'DEPTH 0 1 'OL 117 4' %II 7 B'NERQAM VL (2)Y X V P T.SLL R 30 BATT NSI4 ATON GRADE (3),Z' % 12' ® ® ❑ ® ® GRADE OST W/ 2, fi!A8`0 , �W4 4 b 1/2 AANCHORBOLT pLI/1 LAC Lis 4 OL (rte¶ �� ® ® rFr9� 1 fLLL J (2)2-X6 TT�Jlll I ® ® rn 12 24y�2 L "oa ® �c CELLAR 12-X12-PLPER W/ '10' A TAI 24'X 24'X 12"PC FOOTING I P 3 PL'PC FOOTING WALL W/ O x 20'PC FOOTING �..J1 ® ® 6' — — I— — — — I ._-� _ Ai-7 1�2• 4'pa. ob./6.6.1090 w.m J *a`• • . 6,COMPACTED FLL — 3-0 3 12SEC ' 1 I _ B � A_7 1/4' = I'-0' ROOF TRUSS DESIGNED BY OTHERS N FOUNDATION CONSTRUCTION * (2) 2"x6" TREATED SILL PLATES WITH SILL SEALESR * ALUMINUM TERMITE SHIELD CQNSTRUCTION NOTES * 1/2" x 18" STEEL ANCHOR BOLTS AT CORNERS AND @! 8'-0" O.C. BOLTS BETWEEN NEW AND EXISTING FOUNIDATION WALLS TYPICAL _ R1 x 6' WOOT NS STUD WALLS O IB'OL : ROOF CONSTRUCTION R1 X 6'STUD WALL O 0'OL W/ • 40 YEAR ARCHITECTURAL SELF SEALING ASPHALT SHINGLES BY TAMKO * 10" P.C. FOUNDATION WALLS (see plans) RI9 BATT NSLLATON RO BATT NSLLATION * /15 ROOFERS FELT (2) #5 REHABS TOP AND BOTTOM OF WALJ. (2)2'X 6' RATE VINYL SON(. WF 4J SERIES BOOR JOISTS , N'N DEPTH•IK OC. * 1/2" HIM COX PLYWOOD SHEATHING (MEET LOCAL CODES) * 30"x 20" P.C. FOOTINGS W/ 2" x 4" FTG. KEY, (2)#5 REBARS * ROOF TRUSSES DESIGNED BY OTHERS (See plans) (min 3 `-0" below gX 6-1 s10 plans) Rt98ATT INSLILATON * 9" BATT INSULATION (R = 30 MIN) * 4" P.C. SLAB WITH 6" X 6" X 10 GA. WWW (GARAGE) I'x 10-NAILER ROOF RAFTERS BOLTS 0 24-OC. * 1/210 GYPSUM BOARD - STAGGERED AND SCREWED * 4 Mil POLY VAPOR BARRIER - * 6" COMPACTED GRAVEL BASE 2' %6'ROOF RAFfERSO 160L EXTER20!IR WAIS, CONSTRUCTION * DAMP PROOF FOUNDATION BELOW GRADE DOWN TO- FOOTINGS 12 - + HARIXEPLANK - CONCRETE SIDING BOARD - 5 1/2" TO THE WEATHER 25 YEAR ARCHITECTURAL SHINGLES * #15 BUILDING FELT OR TYVEK BUILDING WRAP Y X e'CEt1NG JOISTS 0 IIS'OL 4 WF 4J SERIES FLOOR!JOISTS N DEPTH O 16'OL * 1/2" EXTERIOR PLYWOOD SHEATHING FASCIA - SOFFIT CONSTRUCTION + 2" x, 6" WALL STUDS @ 16" O.C. , WITH * 2" x B" RAKE BOARD (2)2'X12' DOUBLE TOP PLATE AND SINGLE SHOE - SECOND FLOOR R 2" x 8" FASCIA BOARD * 6" BATT INSVLATION (R=19) * % CONTINUALLY VENTED SOFFITS T + SEAMLESS LEADERS AND GUTTERS AT ALL, TIHEA� 1/2" GYPSUM BOARD - STAGGERED & SCREWED ROOF SLOPES w/ FIBERGLASS SPLASH BLIOCKS g-e' CONT.VENTED 0 O INTERIOR WALL CONSTRUCTION VINYL VENTSSOFFIT ALpi / (2)2'%6'PT.SLL W/$1 SEALER * 1/2" GYPSUM BOARD (BOTH SIDES) STAGGERED ?/IX LAC BOLf571'OL & SCREWED * 2" x. 4" WALL STUDS @ 16" O.C. WITH GRADE ' DOUBLE TOP PLATE AND SINGLE SHOE * 2" X 6" WALL STUDS FOR INTERIOR BEARING WALLS COVERED PORCH 10'15 EBAn FOLRCATOP WALL 8'STRUCTURAL WOOD CAPTAIN W/ - (2)/5 RF,BARS TOP AND BOTTOM FLOOR CONSTRUCTION O'FYPHFOIN BASE AND CAPITAL + FINISH FLOORS AS PER PLAN ' * 3/40-' T & G PLYWOOD SUBFLOOR (5/8" MIN. ) H�p/ • WIF 43 FLOOR JOISTS @ 16" O.C. @ 14" DEPTH Y >(e'C BOLTS 2 WF 43 SERIES FLOOR 14'DEPTH 0 TV 0 * BRIDGING AT MIDSPAN AS PER MANUF. SPECS 1/2 LA 4'OL R30 BATT INSULATION * DOUBLE FLOOR JOISTS UNDER PARALLEL WALLS ABOVE ELEV O•_ 0* + 9 " BATT INSULATION (R=30) - * CONT. VENTED VINYL SOFFIT UNDER OVERHANGS — — — 2*X W EDGE type 9yP ISA m wob CRAM Y X e'DECK JOISTS 0 TV a L aefilp cm"mm to'e'de"Ce I A _ 7 WALL TION �• (2)1 3/4'% 14'NIDROLAu LVL UPSET (7)13/1'% 14'NXSN1LAu LVL ISE NOT TO SCALE N THIS LOCATION ONLY RETAINING WALL � T 2-X 4-STUD WALL 0 TV OL I� DESONED BY OTHERS _ DRIVEWAY SLOPE 10 DEG. MAX 16'- o' .B'- V OHGO V STRUCTURAL woad COLUMNw/ D'PL FTA►OATON wAu w D'FYPHON BASE AND CAPITAL O X 20'PG FOOTfIG 4'pc slab•/6.6.10 go G COMPACTED FILL 1/2'ANCHORBOLT L �-- Vv BRIAN A. RAPP, R.A. ARCHITECT P.C. ArcMeC6Sea Revisions i L _ � - 4 Nan Place r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — J— — — — — — r HAu+ci1 FOOTING AS NECY Kings Park, New York 11754 516 544-6340 EµED ARC Step Fmrn2 m XeG y REFER TO FOUNDATION PLAN A-1 Doo OrigNldy CompNtedj y PLAN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 12'x 12-PL PER w/ 25 deg.mox yaw O NEW HURTADO RESIDENCE DEC. 6, 1999 b a` RSA 24'x 24'x 12'PL FOOTING��// NEW HU TA NEW YORK •u;,'w I.,�, ° -�', . ZSECTION SOLIJob NlnOer �r„- , b,j.,�•I Ir 99 - 061 Sheet Nwnbr ,. d° '' FLOOR DETAILS FLOOR DETAILS HOLE LOCATION FOR SIMPLE SPAN JOISTS I I F2 _ WIF ARCHITECTURAL SPECIFICATIONS iTACH1,1IiAi ENO eEAPING BLOCKING PANEL EXTERIOR F15 JOIST TO BEAM COUILI ON �'JOIST TO BEAM CONNECTION STEP DOWN F7 EJ a , � a1,^ ,.am.,' .,• Part i D Part2.A-Products .0- ascii tion: ra1,,,,,n p,,, P 2.T-Prelabrlcaled Wood Seamo and J6lsls: , j' , A x,ren �n.Irn•, P p°„ ,„,,, rxm u. Mm A. Work In this section Includes,but Is not limited to. A. Acceptable products ;, ,lar,.+ r,, p, n.neann.n.m �,a,m,^rau-.I Prefabricated Wood l Beam'WIF Series coilingand floor 1. Georgia-Pacific Corporation,WIF 30. r,.,-v m-I ,�, . ,De..rm„1 / r•rrmnerle Chid dimensions show lest end Inches from Inside face of beano in nearest edge of hole 26euals 2'-a g p .. .m{j n �rn len , / °�nl'r�ml. " .1,11_11 g g ( - g 1. and root joists with OSB webs and lumber flanges. 2. Georgia-Pacific Corporation,WIF 33. ' \ , VIA%, 4 n r:. ejn p "lamer rims Diameter B. Related work specified elsewhere, 3 Georgia-Pacific Corporation,WIF 43. S tiepin Span z 3 1 s• 6%'- T e^ sen• 9' to' 10%^ 1T 12" 12%" Rough carpentry B Characteristics: ';i, t_ ;` 4' "• , 1.1-Submittals: t Flanges t. 12 06 os 1-0 20 3-0 A Product data. Hlgh-grado lumber flanges. a^ MITI-•ir1 YMf, -0A Submit manufacturer's descriptive literature indicating a WIF 30.2'h' by Th" 16 I-0 20 30 40 so b WIF332+h"hy1'h". material composition,thicknesses, dimensions, loading c. WIF 43,3'h"by i'h' �+, and fabrication details, 2. Webs dull<,.'°°n 11 -�.^ 1 20 0-6 06 10 20 3w B Shop drawings or installation guide. - . . I W,-9t -. ' I M,pn1 ra / , • ^^o.n,=xm•^I � � � �e"thick APA Rated oriented strand board. ME,-s„t:�.,p„r„IjHF;Kk�1�:1�4n�.aA�� _ Manufacturer's literature indicating Inslallagon details - . III e,NIIFrr^,„+� n.lr le»,nae-e,., '• 14 06 0-0 10 1-0 1-e 2-6 3a /-0 Include locations and details of bearing,blocking,bridging, 3 Beam depths: m a Ip P.,anP on „ p51;[,!,"^ o GPInmuLO ?i'gG;lylm ; Dill?o g.b<•4 c'i >r; +�'B and cutting and drilling of webs for work by others a. WIF 309h"and 11'A' ' ,,, --- - -- -- -- - xSA ° D J cl 'n er," Ea , �? S, ^. , ^ -.. , . . 1 as required for leading,deflection and span, s•r er,m eL JCIPEAI RIM J01$ yr .. . /I - .c yy. _ _ 11/ 10 06 1 0 1.6 26 3-5 ofi 5-0 6-0 1.2-Guallry Assurance: \� 9EAPING STIFFENERS .r h' b. WIF 33 9'h 111N:14"and t6',as required for ''"" A Cediticallon: sounsH BLOCKS a SINGLE WIN yam, �`, �i3FIN'`' 'p{Ytf'iv;�l", . , loading,deflection and span. T .vll F17 JOIST TO BEAM CONN' " ON STEP GOWN F16 c'm,+ r1 g p F4 50 `I n „• '^,•+,nn<^ ng 4 1 + n L s 6E aG 'WIF Series Wood I Beam lolsts are manufactured In actor- c WIF 43.117/4';14"and 16" 22 a6 os 20 30 4s s- �� dance with APA°PRI"-400 performance standard for APA as required for loading,deflection and an. rur ala i 1 r. c..^..,,„nr^ro,ri. , r , .. 4 n g. P c,um ul.r -I /- 26 06 0�6 to t0 20 40 6-0 7-0 EWS I-lolsts and NER-Our 397 4 Beam length. L ,- s+- /l �,n'; T1 '? }?^g:� ; g;A l'*;���r�,"asvq,�� t,' 1.3-Dellva Ston a and Ha olio As required for span and bearing s^r,n^v^ F III -u: w ', , J'!'+4d'T" �{I ,•,', - ... ,. rS'r A 0 A: q P 9 navenbelnn urs VIA.1 12 06 06 10 10 1st 1.6 1.6 1-6 1-6 26 30 A. Delivery: 2.2-Accessories: n try mmmi,v n,^4+ � J " ` + i,m;;;.;;=eeoa^'nr'n^'^'r'e ^erJ +�.1,r �,� �r,,Py ;v>u3, x,,-, L - Deliver materials to the job site In manufacturer's original A. Nails. e+b 1l Art, nal 1 r r. .. All har „^ev,. g 1 � ;.,".m°ml ' j�,�hy ,!' " • "" 1' 01 r o packaging,containers and bundles with manufacturer's brand Ed, 10d and 12d box sinker and common nails. �yfD '444+� .x m a lrmmmn 16 Ob Ofi 10 f0 10 1£ &6 3-0 3.6 d-6 5.0 , ' ' x' #, �„ j.,t j .e1°n�moum liijo I H`U4'd'n Tec r� x #.!a° k, I I;4, x'- a ` 4^5t dk ,•'" ��t , i ',e,..ri+�' ir0'kf,jFD'4 ' ,. name and Identification Intact and legible 6 Bracing and blocking II It } It ;,;v. d,•.. Yel'''% 14" 20 06 06 1 a 1.0 20 3-0 4 fi 5-0 5.6 6-6 7-0 B. Storage and handling: 1 Bearing stiffeners,2 x 4 or combination of 3A'; llh"or • mlxlmum srlrFFxea srzc xuls +.tc! r C, a (v+OyA ' "I, :1.0 rjlow rs�`. y'y',j �, r } , Store and handle materials to protect against contact with Ye"plywood, 24' Ob 1 0 2-0 3 0 4-0 5-0 6 6 7-0 7-0 &6* 9-0 P P 0 I 0 cm to 1Pxzw . / en - dam and wet surfaces,exposure t0 weather,breakage and 2. Band'olsts and continuous closure at load-bearing walls: ovlse N x2xr.;:r�r;' ee A g per standard approved Wood I Beam details. , _ .0 /� .--� _ + / _ . o Ir Opts$ � xruxkl4• ' 4 a aN,; f,w,g ^qty ry`y;,,2 g,gr+ yi n;,N'�4.g gin „p'fr�,4 ,A,�j y,, damage. materies. Individul fists shelf be and around pp .,^,,,' WIF�p,ga:( • '�,,�al'(s1 the 20 06 H 1.0 1 0 1-0 1.6 2-0 3-6 4-0 6 0 - e-0 slacks al materials. Individual joists shall be handled in the 3. Lateral support at Intermediate supports of multiple span wIF18r`,a',r ( -e• 1 1, p joists Wood I Beam blockln r�, t- Ile QIk4ttit ten D'ag TYg w upright position q, X43 € 1VFrwp 1-0 fd _ -6 1 11 "^;," +'I` --� t4 os o s 1 0 I 0 t-oma i 61 1-6 1a t-s z-o 2u 2-0 36 1-0 1.4-Limitatlans: D Joist hangers, eel I'll m ns traasst 11lm2e „ - l. . mrn.n'u..,,.,enol nbb„lln.an ",r, _ ___ " _ 'vol 9 A s. ,` , J � ,i `� u A Loads: t KanhSaA land Simpson numbers are nStrong-Tie United lconnectors.Contact ts as 6.' a 61.1111 Lx'n l oo l ALI roar III, o e --- J ' p'. �s�a �, a' flange. +M a.1 es nu ---- ---- 10' 0-6 06 h0 1-0 1-0 1-0 1.6 2-0 2.0 3-0 1-0 d-o 5-6 6-0 Coning. al¢tl loads shall not be applied iD the bottom Ilan e. Lr FIEEnSRONG `i DECK f19 SQUASH BLOCKS AT f ..iNTPATEO LOADS f210 WEB p� 9F .Rgy�r, r �SB Cutting. A Georgia-Pacific for other acceptable connectors. is 0 , - i�Wi' 1"r!'y't::$'M1:?I:Y:ysA'J.°. g FS� RI,IB0an0 aosupE F6 ATTAadJENT s^ ^'^D- 0 `°",`tn0a11'°n Except for tuning to length,top and hoftom flanges of ,L , \, •e.^K C, ' 16' 22' 0.6 0 6 60 1 0 1-0 2-0 3 0 4.0 4-0 5-0 6-0 6-0 7-6 0.0 /� Wood I Beam floor and real joists shall not be cut,drilled Pad 3-Bxecullon AN 11,1110 ' '.. _ or notched. 3.0-General: - 26' Ofi• 0-6 1-0 2-0 30 4.0 5-0 6-0 6-0 7-0 a-0 B-0 9fi 10-0 C Wood 1 Beam joists are for use m covered,dry conditions Dory. A. Provide Wood I Beam floor and tool joists where indicated N 1,T ,h+ ,• .- " on drawings using hangers and accessories specified o 0 ro 1-6 3-0 /-0 4-6 6-0 e -0 9-0 06 B Install Wood I Beam joists in accordance with manufacturer's recommendations. NOTES. EXAMPLE: C. Install and brace Wood I Beam floor and root joists to . c v r r esa a g k4' 1 Hole locations are based on Simple Span joists wnh unaorm floor loads Of Determine the allowable location of a T'mond hOk Ina 14"deep joist which prevent dominolnp of system and buckling 01 top flange. ' mr^n IurmnD 40 PSF live load and 10 or 20 PSF dead load,spins from a e 6 or 16 s0ans 20'. En,e 2.ba4., p 0 3.2-Aceeuorles: 2.A 1%"hale may be placed a ere In the weh of the lofsl. Enter the chart in the left column and find l4^ Dist depth,rows to the Fight , . y rlyvm I epInstall accessories where indicated and In accordance with .l !' �n.ui......,:'I a,�i il'e epi`l°.an;o, 3.The longest side of a reclan0ular hole shall not exceed Nree-lounhs the and lino 20'in the joist span column and move across the chart to Intersect mo mnD.,na 4rono^n°m ve.m,e<o°„� the 7"round hole column The nearoet allowable location to either hearing is v manufacturer's Instructions. 4 r t r v+u 1„nn,n„,moxa Ime allowable round hole diameter r nTmeI I'11.a olio &0 or 3'-0" 1� r o . r° m 1111, 4 For multiple notes The clear distance between the holes must equal or r u Pe- „+ exceed twice the diameter of the largest hale,or twice the longest side . „I I'll-b of a rectangular hate. __ _____� _ JO'•a 'e'na,nn) m 'nra,^ 'na,N evlwniry a:�.^rn""�a�+�uon,Jr�mri,bee"«r "-1,411... "f ° eIn I WIF SERIES JOISTS-RESIDENTIAL FLOOR SPAN CHARTS BONUS ROOM FLOOR JOIST SELECTION GUIDE Span - Illustrations � - 1„ p, " INSTALLATION DO'S AND DON'TS y yye��;�� j� �� q __ ISPnnI (KneewmN •GPI 2 �d�`�H,GM'�6 i "'"� 6PI 3516' .. WIF 33 WItY- '� `�^ 1:`. - F, - lf PS Lo PSF a") L/480 est 0 - WIF 3316WIF 43 16 vial "LCIS USkC I?u cR rl• , DO NOT l�0 , ,. - Jo141 v Jol.1 GAPA' spacing 191mpl4 Seem lm Performance") 0Itn91npl4 Spin) � If E ., a I� F8 REVEL Cut Jnlsr I t0' 6 _GPI' ,1i'j'.:'QPI'26 T6a "Fo0('L21FfM :',7}CpF"l6�1A";idb .v,4iiia1M � WIPa�14" " i '1511 Ii•.WlIP49-fa';r' oePN Berb4 PRr' + 1 12"0D. 1e" VfiG P6 'a+c , d, .;, g .-GET2516" - + ea Load D.C.D.c te.rDi. 21�p C. t2'p.e to"o.D. te.ro.e. zr D.C. .� er..;m o,neuro.,'ruff", , I 6 GET 25-14" GPI 25 16, GPI 2516 OFF 3516 WIF 371P WIF 3314 WE 3316' WIF 13-16" Isola°:ai e��'es`i° ,x e' t"i' �'^'• �I2ftr1E�:: 6PlsJ6^Y6" M:S!,ir +,Yw WI ffs-i 6'.^'` ' a`,.IVfIF'A'k'i6' WIF43-113" Can G P6"^, ` .1 - ;1 : _ s J 6' GET 35 16 22' S GPI PI'{518!'11^'6PtO6dAe^I.-, CaIIGP �Call G P �- WIF 331 -I'lly WIF 331�6'E;mCiW1F 13(T6!" . :' G6 a'PP. .' 2 SIR 8.10' -02' 15'-04" � 1e'-09" 17'-Ol' 15.03" Ps SELL - Call G P Go G-P ^ 4 6r ,g ".. N r Car r WIF 3316" WIF 4Yifi" GO G-P, ^,;. WIF43 Nil?i010 24 ll 22 ,. 11%" WIF OD Ia1280 27 O6 10 1T 21Og 33 -08 hr4- 4 Car P 09' 10'ofi' IB'-03' 24 0a' 22'06 21 02' 10 Ot' - .;�% z 6 ,+ , {A_G1 � 1 4k,m'lvf' tl"C•PJ' ih "1'+ kla `C4 tl.:K+`Cdr ' .sWAjljWWU�"'::t''4,'"W11,�11iM;1. ",fIT 'dl•R"ca .,u�4i116'P�l.;,+.fr _ '-0e^ zr-04^ 19,�n 27�b1^ z4��0e ea-0a- 2r�ae S OFF 35is- Call G-P Call G P Call G P WIF 3316' WIF 43-16' Call G-P Call G P 'c 7°N-`, eia i `""r"- 6A-t"'EI`Te ti ';:k' "i? til '. Ad'' .a'�Y +,'aJI9+tINt7N' + . ,-" •PA ''° -. •' w �', - I6' WIF 33 IA6SI6 2907 26'-01" 2d`0T 23'-00' 31'-OY 29'-Oi" 2/-09"� J19-09' DO NOT DO WIF/3 Ixifi-SIe 31'-04 28'06" 26-11" 25' or' 34'02' 311-011. 29'03' 23.11' 94.190 parameters Il^ 1.Reelloadsa130PSFIchloadal 115%(snowloadl ' - -, r,,", '. ",: � -1 I � �,r,� Du .• "� " ; " � 2Rool deed lwtl 0112 PSFlasph411 snlnples) w 3 Pool ran"slope betw4en 8112 and 12/12 Lunm=nemlm^ Ltd.lau°v^vul'ru ,Id nem inn m land lye LernIdUlhWlel^v„ee ren uvmv„m 111 b our Al nye bl.bne.. i 4 Kneewall weight of dO PLE - __ o^+m,lmm nob o.nrvl.+ -1Pee 1a na0i� -► 5 Adicstomgelwdof2OPSF;Mludlou6detheknee.IISI 2x-re ol and ' � F5 BLOCNIIJGPI9EL INTERIOP pig SO DASH BLOCKS AT INTERIOR BEARING 6 noon live load of 40 PSFNahm the krmewalls ng wall tram) I 1 Du.... .....• .r.v�,,.x DO 7 Attic and Fear tleadload onoPSF Bonus Room DO NOT + �II� a StmpM ppble rootlmmmg No hip lnmmp is pdrmlxed DAILI illfil even e-u"m"'nk. an' 9 All other conditions call Georgie-Pacific Engmeemd Lumber I! 4 Ile r °",,, M lE - wma I a•m, � Wre 1 en- a I,ern^nr x,n,y"ln2 =' ' DO NOT DO or DO . Ib nn°In s 4.'- 'tea^en, -- unnm, `- -- ► \ h, ,reIDal" nm„4e,llen 'f 1 Lnen huI Wne.ne r,e.far noreon..en'l in neral el nlFn b.,n In. 1 . unit xWuimI'll"backing IP'Hd.pmhh"III Lkm2 Ftt DOumEJOIST COUSTRUCTIDPI 1 � DO NOT DO Or DO uw im1.1111,121.6e NymlicV ,Fila Fle o,11,1",p w„ern." °m er bo I.N. amen xanna - �•, _ genu OFF Is 9'4' %.,%•DywmE16'hl hl %'.Y'pyvoad l6'hmrp I1 R' g K'.M ph �ed le•hlghl Hand, am211 9s- 2x6 2.6 S ' pQ , Of DO xnln IIB• 2x4 DA DO NOT i6' 2110 2x12 y^J'b�,,, ' - ria'x1 y I0.NC.IfinalID r.l.m,enolWe Gnl]!I IT b19,'M1'DFyxood ,4-+2yd�`, % 1 INC.II 4inl or. .1 Y,• / FiitLYInO or i la. tae.x'Dy.Mpd k12.'/imM'Ood 'I'I tib +; ill %• nm bead gr y•'y1':� Imo` Pa^n J 111 WIF 79 e'4- h6r x'prywepd 2.6•'f p%YmM "" " � gaeu herring lo, IIx,- 241 x',".,d ere.W pywmW Ntnol vlDppd M.n2n - WIF31 BA' till.u.piwod are.4noicied ad"1011.1 an lm.i Ai Ifo' 2xe.'4'Plywepd 21A P"bad ...nm bu,Inl wVl,pd If Bu It 1r 2.E.vpyvppd 2.10.x'p1/Nom II Support back of web during calhno to prevent damage to DxmeIdngm - 1Y 2180-Iywood 2.12.x-D1rwDnd wrileFare,correction Finaa,6l,pn,• BRIAN A. RAPP, R.A. ARCHITECT Y/IF 47 ILt• 121 ria 121 are 8 Leave'4 San between top of beer hlocking and bottom of lop flange rem coarct 44 Non ��e a AFChileC��s Sed Rav��n5 ❑' -'- - -- -- J aldl s oa cl Plan ophi nchefdl v hNn possible Shi sereroe s from op I led Palls � :;til svorDP,i _ Range/ re Pork, New York 11754 t��p 544-6340tApe 1 (212,4 121 s 3i Block solid between olds to,lull length of span orwwy vwm dei g . ._ 1s __-- rnz.a - 12u=12 ---- 0 vv D O `+_ Ht.HN d, /i�, SUPPLIMENTAL DRAWING -' WOOD I BEAM FLOOR JOISTS DETAILS �,n „� ✓'„ GEORGIA PACIFIC Slret tanner SUVLMT 30 YEAR ARCHITECTURAL SHINGLES D C.-,. 1 12 B 12 TSR • 12 12 / \ 8 FLAT AREA OF ROOF = 677 SQ. FT. 12 12 \ Q TOTAL MAIN ROOF AREA = 3,386 SQ. FT. B 2 \ / B �4,s F PERCENTAGE OF FLAT ROOF AREA = 19.99 q �4 f Ll T/PLATE 2NI FLOOR - ELEV.19'- z' APPROVED AS NOTED CI I 1AFFIifIL86 C1 DATE: B.P. I l BW m +' NOTIFY BUILDING DEPARTMENT AT 765-1802 9 AM TO 4 PM FOR THE 09 1 FOLLOWING INSPECnONS: 12 -\ �- - 12 / \ \ 4 B/SOLE 1 FOR POURED CONCRETE FOUNDATION - TWO REQUIRED 4 � \— FLASH / 4 / FLASH ELEV.It'- 2' D \ - 3 INSULATION FRAMING a PLUMBING 4. FINAL - CONSTRUCTION MUST / - BE COMPLETE FOR C.O. T/PLATE IST FLOOR ALL CONSTRUCTION SHALL MEET ELEV,10'- 0' THE REQUIREMENTS OF THE N.Y. T/ PORCH HEADER STATE CONSTRUCTION A ENERGY ELEV,9'- 8' 10'STRUCTURAL WOOD COLUMN W/ CODES, NOT RESPONSIBLE FOR ID'STRUCTURAL W000 COLUMN W/ 12'FYPON BASE k CAPITAL DESIGN OR CONSTRUCTION ERRORS 12'FYPON BASE k CAPITAL IP' 3"- °•W000 RALNG TO CODE mi 3'- 0'WOOD RAILING TO CODE a 2'- 10'X 3'- 6'WOOD BASE W/ , 10• X 3'- 6'W000 BASE W/ ❑ ❑ ❑ ❑ HEI ❑ [I [11 - I RELIEF PANEL RELIEF PANEL 1011 ME RE ELEV.O'- 0' ELEV.U- 0' ,1 GRADE GRADE 44 IJ-L 1 F. LI I� L- 1 FLL 1 !LL J FLJ FLJ r-LJ FLJ I �J I Fi-JI �J I FLJ' NOTE: USE ANDERSEN NARROW STEEL MULLIONS BETWEEN I 7 I — I r I I WINDOWS ON REAR WALL OF RESIDENCE I I I I I I 1 �\� PER I I I I 1 24 24'X X 24'X 12 PC.FOOTING FRONT EEE A �IQf = = 1 = = = =' = I '= = = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - -- ' - - - - - _ � _ _ _ - - - -- - - ROOF CRIT SET TOP OF WINNOWS 0 ELEV.IB'- 8- 1/4" = 1'- 0" 30 YEAR ARCHITECTURAL SHINGLES 12 12 12 1212 8 � 4 � / / \ \ � 4 � 8 12 1n B H \ CX D O T/PLATE TURRET Z ELEV.20'- 2' Q w O Q OCD 07 1 1- J z a H AFFW504 7AFFW5D4 ImeIAFFW504 AFFW506 AFFW505 AFfW506 AFFW505 AFFW506 AFFW506 AFTW504 AFfW504 7AFFW5D4 O Q © © TYPICAL RELLT PAN0.5 0B/SOUE I 35 p —T/PLATE IST FLOOR L� - ELEV.10'-°' � C:) LLJ 0 o � 0 LLjw ENT ALL CONCEALEDTPo0 SPACE ABOVEN SET SILL 0 ELEV.I'-Cr AS PER NEW YORK STATE CODE BOOA 3'- 0'WOOD RAILING TO CODE AOtOSS THE REAR j NOTE: \ \ PROVIDE SINGLE STATION SMOKE DETECTING ALARM ELEV.O'- 0' (Eva AS PER NEW YORK STATE CODE 9-RmWWIR1 - - ALL VALNCS AND HANDRAILS,BOTH AD OF 5 AND R UNEAR - - _ MUST BE ABLE TO WITHSTAND A LATERAL NPACT AT THE TOP - EQUIVALENT TO A IIIIAN LINEAR LOAD OF 50J PER UfAR FOOT n GRADE C P.C. �• Architect's Seal Revisions e Y ��pED Ates 6/21/00 F— 1 14 1 1 L Ki s Pork, New York 11754 631 544-6340 L L L L L 5 PLA S; REAR E 1 E VAT 10 N I,, I B J 1 �; 1� I I I 1 10'PC.FOU FO O Date DEC.61999 blea N yv 1°/02/00 _ J _ J _ J _ J 10' X 20'PC F00 NEW HI RESIDENCE �m 1 = 1 — 0 I I I I I I I I i SOUTHHOLD, NEW YORK Job Nmber _ _ _ _ _ _ _ _ 1I _ _ _ _ _ _I - _ - - _ _ -- _ - _ - _ - - _ - _ IL _ _ _ LI _ _ _ _ IC __ _ _ _ _ =I _ _ - � I _ - _ _ 11 - - 1 99 - 061 �grh ,F2ti9� o�1 12'P.C.PER W� J 24'X 24' X 12 PG FOJI _ t} W AND ICE SHIELD UNDER SHINGLES AN ARCHITECTURAL SHNOLES 12 12 8 8 _ ROM VENT TO CODE � I \ 8 r_ 30 YEAR ARCHITECTURAL SINGLES \ \ I RODE VENT TO CODE <1 f 1p 12 TRATE TLRAET 1 ELEV.20'- 2• a AFFW504 AFFW504 Old FLASH \ 12 ELEV 11 .2ND FLOOR f / \ \ F 4 I *7t , EL RATE IST FLOOR T/PLATTE PORCH HEADER ELEV.10'- 0• ELEV.19'- 8• SET TOP OF WINDOWS 0 ELEV.B'- 9• CrELL STRUCTURAL WOOD COLUMN W/ 12•FYPON RASE k CAPITAL 0 2'- 10•X 3'- 6•VNOOD BASE W/ J•- 0•WOOD RALNC W/ RELEF PANELS mi WOOD STEPS TO ORAOE AS PER NYS CODE P 0•WOOD RRAI NG W/ _ _ � / \ ❑ CI ❑ ❑ Li [IELEV. STEPS 1T0 GRADE AS PER t DE R , ELEV.CO'- 0. (3)13/4'% 14•MCROLAN LVL (3)1 3/4'% I4•NLROLAN LVL — — — -- — — — — — — — — — — — — — GRADE "41® ® ® ® GRADE1111 -il Jul . 4•P.T.POOT W/ 1/2•ANCHOR BOLTS I I I I I I I I I^LJL 1-12-PC / 24•X 24E%2!PG FOOTING J J I t� _10•PC. "PC FOOTING WALL W/� ® ® ® 10•% 10•PG FOOTING \/ I I I ® ® ® ® ® EE= I I LE ET SID ELEVATION - - - - - - - - =J- - - - - - - - - - - - - - 1/4 = 11— 011 30 YEAR ARCHITECTURAL SHINGLES �l/[ra cit RT 9 1, �1 I i' NOTE:VENT ALL CONCEALED RAFTER SPACE ABOVEN50.ATION TO THE EXTEMOR AS PER NEW YORK STATE CAGE 8004 12 • NOTE: RIDGE VENT TO CODE PROVIDE SINGLE STATION SNONE DETECTING ALARM DEVICE AS PER NEW YORK STATE CODE 12 ALL RAILINGS AND HANDRALS,BOTH INTERIOR AND EXTERIOR 8 MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP 8 EQUIVALENT TO A NfMAJ LINEAR LOAD OF 50/PER LINEAR FOOT ROLE VENT TO CODE -I JO YEAR ARCHITECTURAL SHINGLES ' 14'\h / 12 / s T/PLATE TURRET ELEV.20'- 2' 30 YEAR ARCHITECTURAL SINGLES o � i AFFW504 AFFW504 I 12 / FLF$H 4 H�i HS\� TYPICAL RELEF PANELS ELE • E 2ND RO(OR � T/PLATE PORCH HEADER RATE IST FLOOR EL ELEV.9'- B' ELEV.10'- 0' I SET TOP OF WINDOWS 0 ELEV.B'- 10•STRUCTURAL WOOD COLUMN N'/ 12•FYPON BASE h CAPITAL m 2'- 10• X J'-6•WOOD BASE W/ m RELIEF PANELS J'- 0•W000 RAILING W/ ¢ NCE: WOOD STEPS TO GRADE AS PER NYS 0:0 3'-0"STEPS OOD Raw APPY SOLID FIRE BLOCKING AT ALL INTERIOR BEARING WALLS WOOD STEPS TO GRADE AS PER NYS CODE � / \ (�-1 L (L-( ORiEADERS ELEV.0'- 0' - - ❑ EJ ❑ L ( ISI I I( �� ELEV.O•- CD. GRADE GRADE RI,I A. RAPP, R.A. ARCHITECT P.C. Architect's Sed Revisions I L �1j I I I 4 Non P �LL I r 1 L L r-L �- 4 PT PO Kings P(New York 11754 ( 631 ) 544-6340 {FEED q� 9/27/00 —I '/2 " T O NEW HURTADO RESIDENCE DaleorlgnalICompklaU v`'er ALAN phir 10/02/00 DEC. 6, 1999 SOUTHHOLD, NEW YORKI ob Nmber RIGHT SIDE ELEVATION xz P o WALL W/ I I I I L24• %212'Pf 4 % 2! . 00TW J99 _ NF�402;,9^ R I I _ L _ _ — — —I _ _ I heal Nunhar - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - I - - - - - - I- - - - ) A - 5 Y 4 -6 f0-1 10-1 -1IV-III' i " JO YEAR ARCHITECTURAL SHINGLES I I I I O LO t-� W As A 27 J�Co� ere 12 12 T/RIDGE B � 12 / \ � B /J 12 10D� 12�41DEc 41 DEG � S•R• \ ,n! P, DI 4� / \ sy ✓ ////�/W 12 12 � \ C L� (il'fl'S 361 16 / / \ / \ B T/PLATE 2ND FLOOR '-0 ELEV.19' 2' -0 8' / \ o m \ A 12 12 �. �- - r \ 12• �_ / Q 4 B/ROLE 4 T L �— FLASH 3369 DEG R�'% 9' 0' �Sy 3369 DEC FLASH ELEV.11'- 2' _ PIS T/RATE IST FLOOR ELEV.10'- 0' T/ PORCH HEADER 71 - ELEV.9'- 6' 10'STRUCTURAL W000 COLLMN W/ 10'STRUCTURAL WOOD COLLIMN W/ 12' FYPON BASE & CAPITAL 12'FYPON BASE k CAPITAL V � ® o 3'- 0'WOOD RALNC TO CODE o 3'- 0' WOOD RAILING TO CODE 2'- 10'X 3'- 6'WOOD BASE W/ RELIEF PANEL 2'- 10'X 3'-6'WOOD BASE W/ ❑ - ELEV6 0"V.. ❑ 11 IEM ❑ ❑ ❑ IEF PANEL ELEV.U- 0' GRADE GRADE 'I I LI I L L I L L L �L rLL I rL_L b I �LI L I �-J NOTE: USE ANDERSEN NARROW STEEL MULLIONS BETWEEN L J �JI I�J I FL�I �J �J �J _ J _ J I -T -j I - JI J I I i� WINDOWS ON REAR WALL OF RESIDENCE 12"PG.PER W{ 24'X 24'X 12 PC.FOOTING FRONT F1 FVAT-IG 1/411 = 1'- D SET TOP OF WINDOWS OELEV.IB'- B' 30 YEAR ARCHITECTURAL SHNGLES 12 III 2 � ROOF CRICKET 12 / B 51/2 12 B 12 51/2 12 N 41 DEG \ 41 DEG ELEV.2i- / O M � I -0 T/PLATE TURRET Z ELEV.20'- Y < p i -0 O CSI < CD a 0- 1- AFFW505 AFFW505 AFFW505 AFFW505 AFFW505 AFFW505 AFFW504 AFF 5504 AFFW5D4 Z AFFW504 AFFW504 AFFW504 rr // O TYPICAL RELEF PANELS O Li OB/SOLE o ELEV2"T/PLATF IST FLOOR= OELEV.10,_ 0 O L in Cif [If b6b 6 o � o 1 Lv NOTE:VENT ALL CONCEALED RAFTER SPACE = ABOVENSLILATION TO THE EXTERIOR SET SILL 0 ELEV.1'- 0' AS PER NEW YORK STATE CODE BD0.4 ' J'- 0'WOOD RAILING THE REARG TO CODE / PROVIDE SINGLE STATION SMOKE DETECTING ALARM ELEV.O'- 0' DEVICE AS PER FEW YORK STATE CODE r ALL RAENGS AND HANDRALS,BOTH INTERIOR AND EXTEROR NMH LIEAR LOAD OF 50/PER LINEAR FOOT MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP EOUVALENT TO A M Id. GRADE I. P.C.MAN I ARCHITCT Architects Seal Revisions Kms Park,New York 11754 ( 631 ) 544-6340 n aceb� :--a RC 6/21/00 L L L -1.L Dole OrgndY C°mPleletl L I F' I I I 10'PC.FOUNDA A m Y f` I I J I J 0'% 20'PC F00 O NEW HURTADO RESIDENCE DEC. 6, 1999 0 1/4 , = 11- O„ I f _ J — I J I I I I I I Job NC, 6, f II 1 1 J I SOUTHHOLD, NEW YORK li, I I I I I I W 99 - 06 1 } C setNmoe — = — — — — — — — — — _ — — — — — — — — - - — — — — _ _ _ = — — — — — — — 12'PC.PER WI6 [ -' L 24'X 24'X 12 PC.FO A - 4 0uu ,I 't. 1L FSOU 9. V 'lOVJN GF SOUTHOLO ' SNOW Aro ICE SHELO UDEN SHINGLES 12 3D YEAR ARCHITECTURAL SHINGLES 8 ROLE VENT TO CODE i 12 r 8 i Q 12 D JC ROGE VENT TO CODE 1;• 30 YEAR ARCHITECTLFUL SHINGLES .n 12 •ry A I y �V \ I T PL ATE TLFiRET ElEV.20•- 2' >r _ I FAFFW504pFFW504 -1-L A SH \ P(� 4 8/SOLE 2ND FLOOR 12 / \ \A I _ ELEV.If- 2' - - �� T/PLATE PORCH HEADER F1FV.9'-8' FEILEV 1ST BOOR - 0' '12'FYPON BTA R CAPITAL W/ SET TOP OF WNDOWS 0 ELEV.8'- 9' 2'- 10'%J'- B•WOOD BASE W/ g, RELIEF PANELS a, i b ND W 3'-0'`STOP R 3'- Cr WOOD RALDE WOOD STEPS TO GRADE WOOD STEPS TOO GRADE AS PER NYS CODE ❑ ❑ AS PER NY CODE o � � � a ❑ ❑ ELEV 6- 0• _ - - - - - - - (3)13/t X,4'MICRDLAM LVl (3)1 J/4' %14'MICROLAM LVL GRADE GRADE ® ® / L 2 J ANNwOR BOLTS I I I I I I I 1/2' ANCHOR ®® I I — J _ J L I I I I � _ J - 10•PC.FOUNDATION WALL W/ ® �JJ � I 12'24 PC.PER W{ - ,0'x 20 P.C.FOO TING 24' %24 X 12 PC.FOOTND I I ® _ I _ l EFT SIDE FENATION DI 14o q5 c:(Q- ?lo 1�41�j p� To Fier R=� z'-3g�f=&j. � 12 30 YEAR ARCHITECTURAL SHNGLES 8 NOTE:VENT ALL CONCEALED RAFTER SPACE RIDGE VENT TO CODE ABOVENSIIATKN TO THE EXTERIOR / AS PER NEW YORK STATE CODE 600.4 8 12 NOTE: �12 PROVIDE SNGLE STATION SMOKE DETECTING ALARM DEVICE AS PER NEW YORK STATE CODE ALL RALNGS AND HANDRALS,BOTH INTERIOR AND EXTERIOR MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP ROM VENT TO CODE I / JO YEAR AR(711TEC7UtAl SM0.ES EOWALENT TO A MNIIIM LINEAR LOAD OF 500 PER LINEAR FOOT 1 12 l4 5 I l6/ T`PLATE TINRET I ELEV.20'- 2' I I 30 YEAR ARCHITECTURAL SHINGLES b im _ MA5D4 AFFW504 B/SOLE 2ND FLOOR t 12 / F L A S H / I— NS , TYPICAL RELEF PANELS ELEV.If- 7 1 �-� 4 HS T/PLATE 1ST FLOOR I / / � ELEV.10•- 0' - SET TOP OF WINDOWS 0 ELEV.B•- 9 T/PLATE PORCH HEADER ELEV.IT- B- IT STRUCTURAL WOOD COLXI N W/ b 12'FYPON BASE R CAPITAL ------- m 2'- 10' %J'- 6'W000 BASE W/ Y-0'WOOD RALNG__ M AS PER NYS C NOTE ' WOOD STEPS TO GRAM � 2'- IPANELS APPLY SOLID FIRE BLOCKING AT ALL INTERIOR BEARING WALLS RELIEFII OR HEADERS 3'-o'waaDRALNc w/ v _..,1 . ._ W000 STEPS TO GRADE AS PER NYS CODE ❑ Li GUM ❑ ❑ �� 8'- O' ELEV.U- 0' ❑ ❑ �� '�1 I<�I'. 'SEP E $ h00n RIAN A. RAPP, R.A. ARCHITECT P.C. Arc liteGlBSeal I GRADE I LL I �II_J_L I I I LJ TO , 9/277/00 Non QOC � pq 631 ) 544-6340KgPakNew York LH 4I P.T. � — RESIDENCE Dote apiay Competed DEC. 6, 1999 J J , L .. I m er _I' J 12'PC.PER W� 99 06 1 9J0 —_ AIOW� 24'X 24'X 12 wim $Det Numbe10PC2DCFODTNLw �� A - 5 RIGHT SIDE ELEVATION - _ _ _ _ / - - - - - - - WAL •••.•••••• •••.••• .•• • •• • • •V.a •, •. ..• •. •.••• r•• ••• ••• • •• • ••.•.•••.• ••••••••.•••• .•• •ct• i�u Ilr;llr;tj/j/;•l/l/;lu•;lu/;tl/jtllll;gll�lrlll�.pi 1:/u� •;t �l�l�l�u�l�l�;�il���lq� q�:�l�l��l�i'l�l���l�l?:�ll���l�l�;�l�l�;�pll��l�.�lli�iltp�.a(� NONE NONE,WALK . Y MAN li��l! • �► M i• r• • • •♦• • rtt • tri` 1i irtr ti • I ttJ•;�t•f1I'iii'I•i`j•I'Iji ii•I' t2iii '+• ' ----- — T'T _ i �,,, , r t,t r • ,r /+ . �Jii�t•S i� •-..-i'i--'- 'I'-•-.+I+i i i i i+i i� +i+i •.•..,+ .-- ri __... ow . �t ci•�i iiiiiiiiiiiiii 14" • • r ._. J. 44# r • . . 1 • N 4 ►. 4 Off�:c' it x- ovided in digital format 1:OASTAL BARRIER _ ransportat on (NYSDOT). IDENTIFIED 11-16-90 m NYSDOT 7.5-minute (SEE COASTAL BARRIER LEGEND) hy. Users of this FIRM ` made to specific road ZONE AE (EL 8) COASTAL BASE FLOOD ELEVATIONS APPLY ONLY LANDWARD OF 00 NGVD e tiauj(3ES NEWLY BUILT OR Joie-R 1, 1983, IN DESIG- —{ .`long P._ 3P7) dal. 131ttt ;-9S ZONE w x aql JSTRUCTION OR SUB- ZONE X �z� � b Q0 i3 NOVEMBER 16,1990, X >p� StiORF to tF ANCk, ct RD deVq p JRES - NEWLY BUILT f gPS N OVEMBER 16, 1991,- RD 11 ap!nnA1E PURPOSE OF THE 2 ZONE z of sle! o Y Q 41 uo w ZONE X ° o LAKE DR 4SRUCTION OR SUB- z P \� § PQP 016 nnor.prt R NOVEMBER 15,1993, d g OLD Q i=FEC N Town of ZONE oua6ja u Southold RD . sso,o leGRO�� Q 360813 z ° JRES - NEWLY BUILT � � ZONE X w OVEMBER 15, 1993,- eu' seaJaE PURPOSE OF THE w ZONE . Z apnlou (I ° ZONE AE p9dolanap4STRUCTION OR SUB- o (EL 8) .00D AL'M 10 sloaR FEBRUARY 24, 1997, ZONE X ;n a hay% 0.0 to pieml o if flc `L it or esn o1Joud AJo1!sodaj 1 ouiaw!uel r Resources System z J!poog of 10a Coordinator at the oo F old leuolleN w L C n NORTH BAYVIEW DR u. ZONE X - ZONE t. a o o ( = ZONE X ?; el �. �t z o o a W s �Fo�gR Q ZONE X VO COASTAL BASE FLOOD El J ��r�Y, ZONE X 9 ' �/ APPLY ONLY LANDWARD ZONE X i 3DTF/R/.i7lREI!{'K�.iR6 1 I 1 �i 17 Hal —Vlulanelmi � nEv.g-t ® ra��'��YW :�+r fr..z� :-.H- yr `�.:'hc-fig.?•;% 4� ilA91N V ...^.._ ti-..,. �]N IO ~� iMIM— / •��` Mw-f 7/_�{y—_ QFY•!�7 &U Pum IrSRCRIdt MOW DDIYM N/ IHIE Tor l f rxGY[GY[i iM mum N/ 3 rsAewru 4 r-rxvoolrwwWx � � r-rxuawxlwl� ,� rrr cwt-rxm!re!r/ x-Irxr-r"mnm%/ law ran YMa vyr! I I 1 l i I 1 1 1 LI 1 I l i I l i 11 i I� I t I I_1 rT I T— 11 4— l l r— r I r— T— 1 r T— 1 r I fl 1 I T— 11 _ I f_ NOTE:USE MURSEN MRROW STEEL MALIONS BETWEEN WH)DWS ON REAR WALL OF RESUNCE I I I I I I I I , I I I I I �uiuxdis wmxl FRONT LI-LIATIM = = ` = = = 11 = 1' _ _ _ _ �l _ nn�unxaneu!!nn � r-�xrTwva�ovFs�acv.Y-r A� PLCfarm L41RO F7 it 41 me l T,AlATE TII.ET liY.Bi-f rirrx� � ARxN NPI AFFVM Yx1pl YMKI AnxtO! � 9Y TTItl1 MNN LS 9 wp 000 i � � � IOIL`IM1llf Y1WA7IlD yilp�WA¢ ' J-V MOW IWIC IGCWE r NAa mw TC�I 111", IIOIQ lYLSiARl --1 IpIlYI:Q161K Y.MN -014, 11 UN ►. RIPP Ra.�RCNITECT P.C. I I I I III I III I III I III I I e a�.d■std VIA I I ; pha Vxa r I f I f`r I f` I I t I I wkNd.Y,kmsti MI sw-LUD I l I I I I T j l I T I l I T`1 I rr: I WW KRTADORESOENCE OEC Q1499 _ - _ - - - ` _ _ SOUTNHUANEW YORK -I- - - - I- - - - - -I- - - - - - - = - - -I- - - = 1= = - - - - - 11- - -II- - - -I1= - - 913-061 xlcux iC A_4 y � 0 10-i lo- IT-ill, 12 8 10�f \ 12 �41 DEG F� \ "sy 12 F hS/ Fid (- T/PLATE ata FLOOR V.t8'-Y 12 12 Pr's 12-4� ` ` ~ — — — — — — 4 B/SOLE 33b,9DEG 9' D. y 330,9 DEG ` FLASH ELEV,IP-2' _ vvv \ T/PIATE IST FLOOR E iu-v 10'SIRUCTLPAL WOOD COLLkIN W/ 12'FYPON ONSE&CANAL 1-d'WOOD RAUNG TO CODE �7-ICP X3'-r WOOD BASE W/ SfLEF PANEL ELEV.0'-D" - IL IL I CRPDE J J J J J 1 I I I I I I I I I I o 1 I I I I I I I I I I I!I I I F i—I I F I—I-I I I I I L I I f I I F I—I I - ANDERSEN NARROW STI N REAR WALL OF F 12"P.0 BER Yl� >f�� I I I I 24"X 24"X12 P C.FD NL Pp - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - -1I- - - - - - - - - - - - - - - - - - 1 - - - - - - - -- - - - - - F - - - - - - , T SET TCP OF WNDOWS®EL Y.16-a' ■. 12 ------ MF CRNET J 12 51/2 _-J 12 VVI �� 0. ` 151/2 12 OF ER40E J I 1 Y Y I L~_I 1 L _ I L I � I L-- i L_ I L� r , ' + r --I - I 1 —I r I f _ _I f i NOTE:USE ANDERSEN NARROW STE I } i WINDOWS ON REAR WALL OF R 24•X,PI%V2 PZ,FaaTNc - - - - 4' - - -41- - - - - - - - - - - I- - - - - - JI- - - - -1 - - - - - LI [IF lu�ME _11 111111 1� 111111 ilm SET TOP OF 1WNDOWS 4 ELEV.18-8• OOF CRCKET 12 r �! 51/2 12 a, / \ 1 41 DEC _� aEv.ter-2•� r r � j/PLATETIRRET aev. w S o AFFW505 AFFWSD55 AR1Y505 AFFW5D5 AFFMl505 AFFW504 AFFW504 AFFW504 S o v TYPICAL RELIEF PANELS p o � � r W O DJsaIE b g ELEV_i1'-2— N l� T ATE IST FLOOR ~ r E V.10. 0• r S L7 0 x 0 1 NDTE:VENT ALL CONCEALED RAFTER 6 F7 SET SLL A EL -D•I A60VEINSLUTION TO THE EXTEROR AS PER FEW YORK STATE CODE 800 I ACROSS THE REAR - NOTE! IL� ELEVPROVI E NW;-E STATION SMOtE DET �O-O•—- - - DEVICE AS PER NEW YORK STALE CC L��tl�l -—- ALL RAUNCS AND HMCFtVL$BDTH i lALST BE ABLE TO WRHSTANO A LAT = EQWALENT TO A IANNLU LINEAR LC WADE BRIAN A. RARP R.A. ARCHITECT R.C. aiDl,;t. I I I I I I I I III I I 4 NO Place I 1 I L �„ I L� I L! I I_! I Kings Park,New York 11754 (631 )544-6340 I r I I 1 I 1 I I I r I I 10•P.C.FOMA I Date Orbtholy Completed 10'X 20"P.0 FCS I NEW HURTADO RESIDENCE SOUTHHOLD,NEW YORK DEC,6,1999 dab tLmher —4- - - - - - - - - - - - E - - - - - - T- - - - - - - - - - - - - - \_,� ' - - - -12- /� •PLER RW{ Sheet Nwiber F r z4•X 24•X 12 Pr FO A - 0. 02 �4F NE