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Home My WebLink About30963-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31115 Date: 08/16/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 19625 SOUNDVIEW AVE SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 51 Block 1 Lot 22 .2 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 3, 2005 pursuant to which Building Permit No. 30963-Z dated FEBRUARY 16, 2005 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 ONE FAMILY DWELLING WITH COVERED FRONT ENTRY, REAR DECK, SECOND FLOOR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR PER ZBA #5313 DATED 6/19/03 The certificate is issued to ROBERT B. OXNAM & ANO. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0022 08/02/05 ELECTRICAL CERTIFICATE NO. 909 08/04/05 PLUMBERS CERTIFICATION DATED 05/25/05 PAUL SCHUMANN uthorized Signature Rev. 1/81 N S Z Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT !U�lt' A(1G 5 ,�yy TOWN HALL 4+W f 765-1802 JWN;.t"SnFP-�� APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 t% 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, 19.57) 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 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, Accessoiy building $25.00, Additions to accessor:buildirrg $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.1111 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial$15.00 Date. 40 6�A ao0 s New Construction: Old or Pre-existing Building: _ _ (check one) Location of Property: �o o UN_0 V/&I/-J AV6, 50(,17#0 L D RouseN/o�. Street 1 / /�,�1,t Hamlet Owner or Owners of Property: /5 [�Dt �T a�r //A� q- V I.Sy14 l iA Al Suffolk County Tax Map No 1000, Section_ �1 —Block---/ Subdivision [� C/Q/ ✓ !7 Filed slap. v Permit No., 69�33 Date of Permit._ Applicant: J 14(,//PTA! Health Dept. Approval: _ Underwriters Approval: Planning Board ,approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted. $ S _ C U7 3 a pplieant Signature Albert J.Krupski,President ��OF souTyo Town Hall James King,Vice-President h0 53095 Route 25 Artie Foster P.O.Box 1179 Ken Poliwoda Southold,New York 11971-0959 co Peggy A. Dickerson * p� Telephone(631)765-1892 Mum' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0057C Date August 11, 2005 THIS CERTIFIES that the single-family dwelling At 19625 Soundview Ave. , Southold Suffolk County.Tax Map # 51-1-22.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 1/24/03 pursuant to which Trustees Permit# 5706 Dated 2/26/03 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a single-family dwelling The certificate is issued to J&C Holding LP owner of the aforesaid property. ized,Sig Albert J.Krupski,President ��Of soojyo Town Hall James King, Vice-President hO 53095 Route 25 Artie Foster .1/, JL P.O. Box 1179 Ken Poliwoda T T Southold, New York 11971-0959 Peggy A. Dickerson � Telephone(631)765-1892 COUNTi Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0056C Date August 11, 2005 THIS CERTIFIES that the beach stairs At 19625 Soundview Ave. , Southold Suffolk County Tax Map# 51-1-22.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 5/4/04 pursuant to which Trustees Permit# 5939 Dated 6/24/04 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for beach stairs The certificate is issued to JOHN HURTADO, SR. owner of the aforesaid property. Authorized Signature _-7 'i gUffO(,� l.f ' 102005 0 2005 +-_.' � 1r'/cV /cV C , Town Hall,53095-tofam R�o�ad -- -- '=��-=J O � �C Fax(631)765-9502 P.O. Box 1179 AN �aQ`' Telephone(631) 765-1802 Southold,New York 11971-0959 Jw BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: lr` y p2� o�UVS Building Permit No. 30"? 6`3 2" 16x5 ,Svv,-/p Ctv AVCS , Owner: A, 0.XyAl j - - Vj-5,H -KIIA /t) Dc.sA (Please print) Plumber: (Please print) L 1 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this dayof�� 2005 ,a, Notary Public, SU tlf County Wk YAW M 1 2007 ...... .... SUFFOLK ( BUREAU of E L E C T R I C A L I NS PE CTO R S, i n c. ... 40 Nottingham Drive, NY 11953 Telephone:) 631 495 8136 a Fax:1631 980 6455 m E-Mail: SBE11@hotmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE '::.:Applicant: SCS Associates Rough In Inspection Date: 5/7/2005 Final Inspection Date: 8/4/2005 ::::,.Application NO: 909 Certificate NO: 909 :.:Suffolk County Tax Map NO: Building Permit NO: 30963 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment ws. .:.,::and/or work described below and installed by the Applicant named above, and located at the premise of: Owner: Hurtado Address: 19625 Soundview Path, Southold, NY 11971 ..Address of Inspection Site: 19625 Soundview Path, Southold, NY 11971 Residential X Indoors Basement X Service Shed X X Commercial X Outdoors X Ist Floor Pool Other: New Renovation X 2nd Floor Hot tub X Addition Survey X Attic X Garage ...... Inventory 200 LIG Service 10 Heat 60 Duplex Recpt 21 Ceiling Fix HID Fix Service 30 Time Clock 57 Switches 18 Wall Fix 7 Smoke Det 40 Ckt Main Panel Hot Water 10 GFCI Recpt 44 Recessed Fix 2 Co Det Sub- Panel GFCI Breaker 4 Single Recpt 6 Fluorescent Fix Pump Disconnects I Dryer Recpt I Range Recpt 2 A/C Blower Emergency Fix Transformers 4 Exhaust Fan 2 Appliance 2 A/C Cond Exit Fix Twist Lock TVSS Heat Pump Electric Heat Pool Luminaire Other Equipment: 1-Jacuzzi Tub .::..The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. ...Applicant: SCS Associates License No: 717-ME Inspected by: G urdi Date Certiflate Date: 817/2005 Signature: Y.: c Albert J. Krupski, President ��. O Town Hall James King,Vice-President G'j� 53095 Route 25 Artie Foster H P.O.Box 1179 Ken Poliwoda � - Southold,New York 11971-0959 Peggy A.Dickerson y�0 �Q� Telephone (631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Building Dept. FROM: Board of Trustees DATE: February 15, 2005 RE: J&C Holdings LP 19625 Soundview Ave., Southold SCTM#51-1-22.2 With regard to the above-referenced property, please be advised that the Board of Trustees will require a final inspection before issuance of a Certificate of Occupancy. Thank you for your cooperation. _':S FFOf L'WICf HHhi 9FES3LEF' 17.71 29F. ri�9 EiB:H5 6317554Ej E4 �LW1N nFw ha bou F,: c r. U BOARD MEMBERS Sod Tawe a11 iia A.7bRora,Chairwoman 53A953095 Main Road Gerard P. Goehringer P.D. Box 1179 George 34orning '! Southold,New York 11971-0959 Ruth D.OlivaZBA Pax(63t)765064 NMI � Telephone(631)7651804 Vincent Orlando bttp:llsonthotdtown.nwtj+f❑rk.ne t BOARD OF APPEAIS TOWN OF SOLrMOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 19, 2003 Apps. No.5313 -VIHOLD CORP. (arid J !.C HOLDING,+ Vendeat Location of Property: 19825 Soundvlew Avenue, Southold; Parcel 81.1-22.2, SEQ13A DETERMINATION: The Zoning Board of Appeft has Waited the property under consideration in this application and detemilnes chat tie's review fails Wider the Type II category of the State's List of Actions, without an adverse effect on Ute environment If the project Is Implemented as planned. P?t4PEtTiY PAZT¢XacR1EjIQh,. The applicant's property Is located on the north sloe Of Seundvlew Avenue M Southold. The property oonaists of a total area of 25,129 sq. ftwhet get teat along the mean high water of the tong Island Sound and. 103 feet along Soundvitew Avenue. The parcel is improved with a small, oWetory frame btAdIng eAsting at 39.7 feet from the wooden wall along the bluff. Also existing is a wooden bulkhead along the mean high water of the Long Island Sound and upper wooden well along the bluff, as shown on the July 27, 7_D02 survey prepared by Hillebrand Land Surveying, P.G., revised May 29, 2003. ASIS O= APPLICATIQN; Building Department's February 5, 2003 Notice of Disapproves denying a permit under Code Saatlon 100.239A.1 to locate a proposed new dwaliing fess than 100 feet from the top of the bluff of the Long Island Sound, after ramovat of tete existing building. FINfJINgs tar• FACT The Zoning BoaTd of Appeals held a public hearing an this application on May 15, 2003, at which time written and oral evidence were presented. Based upon all testimony. documeMatlon, personal Inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant APPLICANT'S REQUEST: The applicant proposes to remove the preexisting building containing nonconforming setbeas, and requests an area variance to locate a new singlr,h--family, two-story dwelling at 45 feet from the wooden wan along the bitrff Insisad Of the Dods required 100 feet. The rem,,(e�) ' c setbacks are proposed a5 feat from the southerly front lot fine, and aide yards 017 116t on the west slda ai feat on the east aide. 3 AaDITIONAL INFORMATION: By letter dated May 9. 2003, an evaluation forwarded from the t3uffolk County Solt and Water Conservation District with respect to qa review of this proposal and the existing conditions at the site. The bluff was found by the County �:g- FFPhI:i.IICV.:HHVi BPE-'?LEP r'.",1 -_-_. P�_.�. rn. - -'- 6 QIfl:05 6317659064 MWIPaG4PPE.71_SNLWI!li Page 2-June 19, 2003 Appl. No. 5313-Vihold CarpJJ 6 C Moidlnps 51-1-22.2 at SouYnold to be In stable condition with dense vegetative Over, Including small tries, shnibi and fines. 1"41e upper btisVl hmd was bound In sound condition, white the lower bulkhead at the toe of the bluff appeared to be In tact, and there was no physical amass established to the beach from the top of the bluff The general topography is sloping away from the bluff face, and the land Itself Is entirely vegetated with grasses and some landsoapmg. The only other agency approval submitted for the record was Permit 05706 from the Southold Town Board of Trustees Issued February 26, 2003. RBASSON$ FOR BOARD ACTIt7N: On the bash of testimorry presented, materials submitted, and personal Inspections, the Board made the following findings: 1. Grant of alternative relief noted below will not produce an undesirable change In the character of the neighborhood or a detriment to nearby properties. The board believes the proposed 45 ft. setback would be too dose and Intrudes within the 100 ft, restneted building area. The property Is a nonconfnrming lot consisting of 25,129 sq. ft.. Improved with a small building situated close to the seat side line at 2.4 feet and close to the northerly bluff at 39.7 feet. The board concludes that the greater setback and conditions set forth below are more In keeping with the established character M the n""IbOrhood and not be adverse or detrimental to nearby properties. The location Of ft now dwell" will also conform to the ourrenl code requlremenbs with regard to mininwm side yard and front yard setbacks. 2. The benefit sought by the applicant can be achieved by some method feasible for the applicant to pursue other than the area variance requested. Applicant can in"ase the setback from the bluff as noted In the grant al alternative rellef noted below. 3. The requested variance at 45 feet Is substantial, with a 55% reduotfon of the code's 100 ft. minimum setback; and while the board believes a setback at least 50 feet from the top of the bluff is substantlal, ft Is less offensive. A. The relief requested was seH-created when this nonoonforming lot was acquired with knowledge of a(*ncwftrmlttg building and UrnIted building ansa. 5. No evidence hat) been submitted to this board to suggest that the grant of alternative relief will have an adverse Impact on physical or environmental oondltlons in the neighborhood. U. Grant of the alternative rellef ie the minimum acWn necessary and adequate to enable the applicant to enjoy the benefit of a resktenos,while presenting and protecting the character of the neighborhood, and the health, safety, and wefare of the community. .2:58 FRDM:WICKHRM 3 BRESSLER 631 296 0565 T0:298562EP.00,; 4 d 08:06 6317659864 ZONINGAPPEALSBOARD PAGE 04 Page 3-June 19, 2003 Appl. No. 5313-VhOld CorpJJ& C Hofemgs 51-1-22.2 at SoMod MSOLLaIQN OR nffi BOARD: In conald.ering all of the above factors and applying the bvkncW q tees.under Now York Toxin Law 287-8,motion was offered by Member Omar, seconded by Member Goenringer, and duty carried,to D quested valance, and ALTERNATIVELY to GRANT a variance allowing 60 lit mi= satbapk from the top of the bW, SMECr TO THE FOLLOW G DITIONB: I. The rr"mtrn building height measured at the ridge Ifne Q.e., roof peak, highest point of roof)will not exceed 32 feet above the average natural grade (411. 2. The vegetation screening along the westerly twelve (12)feet of the premises opposite the house (the Buffer area) will not be removed, except to remove dead and diseased material and to property prune and rnalntaln the Isrtdeosptng. in the event vegetative materiel Is removed from the Huffer was on as to hnpak the acrsenlnp,the applicant will Cause screening Owbbery to be punted In the affected portion of the Buffer area along's fine whYch Is at laeaA 10 feat from the wsaterty boundary of the property. This action does not authorize or condone any current or future use, setback or other feature of the su*d property that May vlolata the Zoning Code, other than such uses, setbacks and other features as are expressly addressed In this action. y_gtt ot the Board: Ayes: Members Torture (Chairwoman), Goahringer, Homing, Oliva, and Orlando. This Resolution wee duly adopted (6-0), wbora,Chalmvnnen 5-7-03 Alillproved forMM9 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C n , i" DATE Y INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FO DATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: `YY DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ) ROUGH PLBG. �J° [ ] F UNDATION 2ND [ ] INSULATION FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FARE SAFE/TY INSPECTION REMARKS: DATE � j /0-� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. S [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION REMARKS: DATE � 5 �J \ INSPECTOR Z- 765-1802 BUILDI 65.,802BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: CLke- , r DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FjOtJNDATIO D [ ] INSULATION FRAMING [ ] FINAL [ . ] FIREPLACE E IMNEY [ ] FIRE SAFETY INSPECTION EMARKS:_�/ff ��'L /L.S DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ]=SULATION PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _S � 3 S ! DATE � INSPECTOR 3 963 z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: tot- DATE �- /� -�� INSPECTOR ✓!?''� '%� 42 p030UTy9 z. • 0 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING / STRAPPING [ FINAL 4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a� DATE �� INSPECTOR OArchitect P.C. 4 Nan Place • Kings Park, NY 11754 (631) 544-6340 • Fax f631) 544-6358 February 9, 2005 Town of Southold Building Department P.O. Box 1179 Southold, New York 11971 re: Hurtado 19625 Southview Avenue Southold, New York To Whom It May C,Dncern, This is regarding the home noted above. The following requirements will be met as requested by the Building Department in order to receive a building permit. The master bedroom will not have a loft area. In that area, it will be a simple, two story space. There will not be any staircase at all in the master bedroom. If you have any further questions, please do not hesitate to call me. Since y, Brian , R C. BAR: g � CEO ARC \c.� ALAN Rq/lte� cc o � * 1 N � a ti qTF 0F 0 New York State Department of Environmental Conservation Building 40 -SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516)444-0360 game Erin NI. C'rotp Commissioner LETTER OF NONJURISDICTION-TIDAL'WETLANDS Date: August 17, 2004 Mr. John Hurtado RE: 1-4738-03347/00002 PO Box 2147 Hurtado Property St. James, New York 11780 19625 Soundview Avenue, Southold SCTM No. 1000-51-1-22.2 Dear Mr. Hurtado: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of the wood wall located at the top of the bluff Lis shown on the survey prepared by Harry P. Hillebrand dated 7/27/02 and last revised on 7.%19/04 is beyond Article 25 jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 66 1) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction. sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions moy include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining an% necessary permits or approvals from other agencies. Very truly yours, George W. Hatnmarth Permit Administrator cc: Bureau of Marine Habitat Protection,NYSDEC File DMG - �gpFFO(,�C Albert J. Krupski, President 0�. 0 Town Hall James King, Vice-President = G'y� 53095 Route 25 Artie Fostery P.O. Box 1179 Ken Poliwoda • Southold,New York 11971-0959 Peggy A. Dickerson y�o a�! Telephone(631) 765-1892 Fax(631) 765-1366 -R 16 BOARD OF TOWN TRUSTEES TOWN OF SODTHOLD February 15, 2005 Mr. John Hurtado J & C Holdings LP P.O. Box 1925 Southold, NY 11971 RE: 19625 SOUNDVIEW AVE., SOUTHOLD SCTM#51-1-22.2 Dear Mr. Hurtado: The Southold Town Board of Trustees reviewed the survey prepared by Michael James Hillebrand last dated January 21, 2004 and determined the proposed demolition of the existing dwelling and construction of a new single-family dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting_a temporary fence, barrier, or hay bale berm 1 00' from the wetlands, as depicted on the survey. In addition, drywells and gutters must be installed in order to contain the roof run-off. However, any activity within 100' of'a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. L z A final inspection is required. Please notify the office when the project is complete. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, !�- e--. Albert J. Krupski, Jr., President Board of Trustees AJK:Ims gOFFO(,� M! • Albert J. Krupaki,President �� Cp Town Hall James King,Vice-President l`t` Gy 53095 Route 25 Artie Foster P.O. Box 1179 Ken Poliwoda W Southold, New York 11971-0959 Peggy A. Dickerson �.j �\� Telephone(631) 765.1892 Fax(631) 765.1366 BOARD OF TOWN TRUSTEES February 26, 2003 TOWN OF SOUTHOLD Mr. John Hurtado J & C Holdings LP P.O. Box 1925 Southold, NY 11971 RE: 19625 SOUNDVIEW AVE., SOUTHOLD SCTM#51-1-22.2 Dear Mr. Hurtado: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 26, 2003 regarding the above matter: WHEREAS, J & C HOLDINGS LP applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated January 23, 2003, 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 26, 2003, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 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 J & C HOLDINGS LP to add a 39.8' X 33' addition to the existing 20.4'X 26.4' residence, with the condition that drywells and gutters are installed to contain the roof run-off, and as depicted on the approved plan dated July 27, 2002 and last revised March 3, 2003. 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 the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$5.00 per inspection. (See attached schedule.) Fees: $5.00 Very truly yours, Albert J. Krupski, Jr. President, Board of Trustees AJK/lms New York State Department of Environmental Conservation Building 40 -SUNY, Stony Brook, New York 11790-2356 Telephone (516)444-0365 Facsimile (516)444-0360 oboe Erin NI. Crom Cummissioutr LETTER OF NONJURISDICTION -TIDALWETLANDS Date: August 17, 2004 Mr. John Hurtado RE: 1-4738-03347/00002 PO Box 2147 Hurtado Property St. James, New York 11780 19625 Soundview Avenue, Southold SCTM No. 1000-51-1-22.2 Dear Mr. Hurtado: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of the wood wall located at the top of the bluff as shown on the survey prepared by Harry P. Hillebrand dated 7/27,102 and last revised on 7/19/04 is beyornl Article 25 jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 66-1 ) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions nu y include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale been. Please be further advised that this letter does not relieve you of the responsibility of obtaining an} necessary permits or approvals from other agencies. Very truly yours, 5 George W. Hammarth Permit Administrator cc: Bureau of Marine Habitat Protection, NYSDEC File DMG Ta IPPL '._ .;I-X DECK w;;, �.. w n v) ;LOWER WINDOW 12" LOWER WINDOW 12" �_ ; C245 C245 -- UPPER HALLWAY �� - -.... =o ` - i * OAK FLOORING OVER AR41 OVER AR41 * 9'-0" CEILING HEIGHT S�W,pKgE� X 10" HDR (3) >" X 10" DR �EIECTOR AWraR OVIABO41, 4��'�2 \-2=5 2" X ' 10101 kAFTER % E " X H CEILING JOISTS c� iF.• Ce DETECTOR PJ W ITERLj '— t' X 1U" ROOF RAFTERS BEDR00 I w 2" X 8" C EILING JOISTS (rp 16 c f:. _*. AK FLOOR R CATHEDRAL CEILING w BEDRUI�f�i ,5 = o- + OAK C �r . 9'—D"" CEILING HEIGHT +" tF ` LL7 lv 4 ( a�. C CXW 15 •dW 15 XW 5 (XW 15 02 Ei;RE EiPRE , — `> EGF DRESS 0� BLDG, �c-ar1�T - 30963 i TE,, )FTEGTnh ��l I r !� Gn .�n gr� iI; STEEL NSULATED DOOR � `\�� ,g/,D is� PC/C-�'1 �� 3 U��3 ^ OR Z.-4. 1 / 6 _ _ _ 6.. 1 T 8° GEP � ' -' P NTRY 4'-E° S-10° 6° 4-1 GE 61' �., IJ _ BATHROOM CER. TILE FLOOR �TJ — � INSULATE ALL WAILS CGMMOPJ TO LAR GE W/ R19 JW 5/8" type x gyp bd. on welly W and ce hgs common to residence space - SEE DE FAIL WLF.80 SERIES FLOOR JOSTS® 11 7/8'DEPTH < " 16 G.C. ,� _ -}C) — -- LAUNDRY RM = PROVIDE OVERFLOW DRAIN AND ')HOWFF PAN j! ww FOR WASHING MACHINE O�u " a CER. TILE FLOOR VENT DRYER TO EXTERIOR A-' IN;ULATE ALL WALLS COMMON TO GAR GE W ' F.], 11PSET (3) 1 3f 4" X 11 7,i 9' LV Li BEAYy1� UP., T (3};1 .;i 4" X 11 7/8" LVL B M i :---- WI 3 1/2" STEEL LALLY COLUMN i Wi' 24 X v4N��'- " ° X 12' P.C.FOOTI - s'-n - — y'-nvz e" > - - TWO CAR GARAGE 4" PC. `;LABW,/ 6" X 6" X 10 L'A WWM %2 X 10" ROOF RAFTERS ` 1r 10" ROOF RAPIERS 16" Of. Li 'L :O Li ��gED AqC, L �cj ALAN�I CT Yl_ c`l 1 374 X I 1 (3 1 O >( 11 ',%8 LVL HDA.`------ - Lot � T � LLq Architect P.C. 4 Nan Place • Kings Park, NY I IT54 (631) 544-6340 • Fax (631) 544-6358 March 18 , 2005 Town of Southold Building Department P.O. Box 1179 Southold, New York 11971 re : Hurtado 19625 southview Avenue Southold, New York To Whom It May Concern, This is regardinj the home noted above. The highest ridge on the rear ociaaon roox will be lowered 1 ' -0° , which will match the highest point on the main roof of the house. This roof is 3G'-J° above the tc:p of the foundation, which will meet the building height reauireme-_t . If you have any further questions, please do not hesitate to call me. Sinc eiy, � v aac Br1 n A. Rapp, R.A. , P. C. ��y~P P AN 9yA E`er BAR: g •3 * 1 Y _ OFF7-1—em NES 1 � n .D— DEP:. T 'd Bseg trips TES Od 406l14oju ddea d uecJH doe :20 So at Jew �� o f Iv2ja�oo /yeas SUuAlOvrL—lc-, Av6, 50()7'140 k- �, ti. 30f63 2-1 42. Z N�n� . � �►� 41 ' IS'' 1 . 25 3L 44-01 73 N�bN�s� kiyvK �20PDS �D 43 . CIO — 3t r�c•�. F,o.3. OT �Z r atom a..D.:. DEFT _T_yN OF S(' TN(?' . • - - �h lYf u+Y.4l lNl ffLNwu I wgll pOf R OR IAWA1AJIIALISIYNi(Mf WWOR AL SkYY AD 9p0FOR AM'0.0a U1fRA fR RIGiti____ 11 (walit xlknwsklsRt,_ -- } J l �, ro (q I� j' � V `-""" i ./. 'f TTq-(HE wlluh`SEfYr-A•_� A' 3 —� t -�Cz CD — r e,D,:. DEF' TQ"YN OF 7NGin ' _ - m �� - fn _ ---'-- tar lenln mw+slsms — _ _ t rz x Tc a lwf(noon's.4 i U AIRA(xr 0 b d A1C u0KIZ11(E1µP,WxC ------------- _U`Wtl ��` Pc cm"nCIONSH KM L — -WIA'aWR RAUh:—�_� RK5 P/OSh r1AAU PWA P1�A' t� PAa3 PK6 1 — — q _ -.'gyp •- .1... Q 0/SUIL,�{THO(R aLY.-r7-{ - - W R7 f 1, t 5IF1 fN11G AS PFR I4CI C k IY PC((P.am as"k M•k'PPGIROIGS IL _. L 2c i/v/c'�� BOG. R-�WAi/T �yK3 27- L 7- $Ou�r/D �it� five; Sov7140c 0 A4 >r � TOWN OF SOUTHOLD PROPERTY RECORD CARD jWNER STREET L - VILLAGE DIST. SUB. LOT =ORMEROWNER ` N fou �D E ACR. rAf x1L ~- f S . CaU�auGDUN; /S 0, 5 - S W /� TYPE OF BUILDING IZ/c rvOul ='71 ;� so v/v0 f//Cu.J t;v4 S Oco /f y es -S. I L) SEAS. VL. FARM COMM. CB. MICS. Mkt. Value YtpZ5D r,213 5A?f-"�rf LAND IMP. TOTAL DATE REMARKS � �2 yYTg4"rP4�- MC� wP{ .(oF1ler,n Stcs Bod �vOd113 SA14 p48!�2 7j 7-v0 X40 Gp .rl8/7 ptewol,'T 7 Lo 7 ZT .ES d�� P a ,�''� �/1 9c c3 d c��on No QO liable FRONTAGE ON WATER �/ U-v ' CIO 3 'oodland FRONTAGE ON ROAD eadowland DEPTH ouse Plot BULKHEAD )ta I i COLOR JAI A ' "'a � - - - - - TRIM ..., t -rt r -- + r - j '- � � � r - - - - M. Bldg —T--- E T� k v v .�. r• I g o / S"6 0 _ � � Extension Extension Extension —f v ��— FoundationG Bath Dinette — Porch Basement d D Floors pi.vlr K. Porch Ext. Walls Interior FinishPr?h LR. Uo0 5'- 1'G E ;. Breezeway Fire Place Heat DR. Garage Type Roof Rooms 1st Floor BR. Patin IRecreation Room Rooms 2nd Floor FIN. B O. B. - (: �z Dormer Driveway Total Commonwealth Land Title Insurance Company Title No: RHOS302676 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 NLandAmerica Commonwealth SINGLE AND SEPARATE SEARCH Effective Date: 01/12/05 COMMONWEALTH LAND TITLE INSURANCE COMPANY DOES HEREBY CERTIFY TO: Town of Southold / and Wickham, Bressler, Gordon & Geese, P.C. THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 09/11/79 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time. This Company's liability is limited to One Thousand ($1,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 19625 Soundview Avenue, Southold, NY 11971 District: 1000, Section: 051.00, Block: 01.00, Lot(s): 022.002 County of: Suffolk T/0 Southold Commonwealth Land Title Insurance Company BY: R-obert4raffga Vice President Dated: 01/12/05 ? 16 Page 1 of 6 Title No: RH05302676 CHAIN OF TITLE FOR SUBJECT PREMISES: 1000 — 051.00 — 01.00 — 022.002 Deed Ray Alexiadhes Dated: 08/22/73 To Rec': 08/30/73 Vihold Corp. Liber: 7478 page 489 Deed Vihold Corp. Dated: 04/09/03 To Rec': 06/12/03 John L. Hurtado, Sr. and Christine C. Hurtado Liber: 12255page 941 Deed John L. Hurtado, Sr. and Christine C. Hurtado Dated: 01/22/04 To Rec': 02/01/05 Robert Oxnard and Vishakha N. Desai Liber: 12369page 28 Last Deed of Record Commonwealth Land Title Insura a Company Subscribed and Sworn to this 16th day of February 2005. BY: Robert Gaffga - Vice President Notary. Public vF I llflNO _ ' AaW'iC!k Title No: RHOS302676 CHAIN OF TITLE FOR PREMISES ADJOINING NORTH: LONG ISLAND SOUND Common wealt Land Title I surance Company Subscribed and Sworn to this 16" day of February 2005. BY: Robert Gaffga Vice President Notary Public, ;",i C I(iN0 g.��=.m new'iolk i Title No: RH05302676 CHAIN OF TITLE FOR PREMISES ADJOINING EAST: 1000 — 051.00 — 04.00 — 001.000 Deed Anthony G. Couloucoundis and Morton Mondschein, Dated: 09/11/79 as Executors of the Last Will and Testament of Rec': 09/17/79 Marion Couloucoundis a/k/a Liber: 8695 page 327 Marion L. Couloucoundis, late of New York County, 05/28/78 To Anthony G. Couloucoundis Deed Georgette Couloucoundis, Marina Couloucoundis Dated: 04/09/03 and Roxann Couloucoundis a/k/a Roxann Couloucoundis Rec': 06/12/03 Goldberg as Executors of the Last Will and Testament Liber: 12255page 940 of Anthony G. Couloucoundis who died 06/08/00, late of New York, NY To John L. Hurtado, Jr., and Debra J. Hurtado, his wife Deed John L. Hurtado, Jr., and Debra J. Hurtado, his wife Dated: 09/20/04 To Rec': 10/19/04 John P. Stanisic, Maria Stanisic and Liber: 12349 page 728 John-Paul Stanisic as, Joint Tenants Last Deed of Record Commonwealth Land Title Ins rance Company Subscribed and Sworn to this 16th day of February 2005. BY: or Robert Gaffga Vice President Notary.Public • -giNEJ.KiNO - Sn•F C4 W6W 1blk ' pa•0461i� Title No: RHOS302676 CHAIN OF TITLE FOR PREMISES ADJOINING SOUTH: SOUND VIEW AVENUE Commonwealth Land Title Insuran a Company Subscribed and Sworn to this 16th day of February 2005. BY: �Q�01 46�a, Robert GaHga Vice President Notary-PubIC.4THARM E11CM � Nntary Public,SmkidNYNY41k ; No.01•K118/1880 C c'I ad in Suffok Co" CommSace Expires Jea91, ?Aa5 Title No: RHOS302676 CHAIN OF TITLE FOR PREMISES ADJOINING WEST: 1000 — 051.00 — 01.00 — 022.001 / Deed Ray Alexiadhes Dated: 04/27/76 To Rec': 04/28/76 Jerry Georges and Mary Georges, his wife Liber: 8024 page 57 Deed Jerry Georges and Mary Georges, his wife Dated: 03/09/00 To Rec': 03/28/00 Paul Lancey and Nanette Lancey, his wife Liber: 12030 page 514 Last Deed of Record Commonwealth Land Title gnsa/nce Company Subscribed and Sworn to this 16th day of February 2005. BY: Robert Gaffga Vice President Notary. Ptblfe 7,0kFllNEJ.KM NaWry Nw6c,State Of NOW YA n3.01-ni4e448M ouax'c'j in Sutromem" Commission Expires Oise.31,Lmb 6 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) A. S ` -------------------------------------- WV3 7- - - FOUNDATION (2ND) -�/-�� '�� 'f - -- TI � � O ROUGH FRAMING& - PLUMBING d-X - 2 � - - — d`— - d -mss - INSULATION PER N.Y. STATE ENERGY CODE - --- - - FINAL - - � or ADDITIONAL COMMENTSAll S Nees naQ sc.s�' c�ivrl JIr1 Tru�f�s �e'Fo✓e_�o �'s �ss(,�er�_ � � - t -- o - ----- ------- -- ---- - Z --- -- - --- - ------ - - -- - 0 m X 1 'rya� � O � a v �' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL b Board of Health SOUTHOLD, I jY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey wivw. northfork.net/Southold/ PERMIT NO. 30�6.3?' Check Septic Form N.Y.S.D.E.C. Trustees Examined,20 05- Contact: Approved_ 16 , 20F)!5' Mail to: Disapproved ac Phone: Expiration ,20 — ---I / Building Inspector FEB = 3 %- APPLICATION FOR BUILDING PERMIT Date �[%a, 1206-S INSTRUCTIONS rJ a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 waterways. c. The 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. Such a 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 any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE 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. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. M AIS/ ture of app scant or name,-if a corporation) 0. 130 ?c / 9 2S '-))49,0 ov 5e /17 ailing a s of ap icantf State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 701(A/ L , (As on the tax roll or latest deed) If applicant is a corpora on, signal of duly authorized officer � y �- 7 ame and title of�corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /96 aS SoJ✓a a/6t✓ AUeg/t cl 50c)rwo4-ID . ,y- Y. //Y7 House Number Street Hamlet County Tax Ma No. 1000 Section 5 Blockw •t.Y Trish aW6 rardP Lot c*2.9• Z Subdivision l$CR 1 Q fl OP[nt 7X Filed Imp No,, Lot (Name) dH+ 8t StG':a yi tkn:t'rt mC 2. State existing use and occupancy of premises and intended use and occupancy of proposed c-•nstruction: a. Existing use and occupancy 4 LS 1 0 fpw"�/A b. Intended use and occupancy K L-5/ PCA,r�,4 G 3. Nature of work(check which applicable): New BuildinAddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost !�pd' OdU Fee _ (To be paid on filing this application) 5. If dwelling, number of dwelling units l Number of dwelling units on each floor --- - - - - ----- --- If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. r4 7. Dimensions of existing structures, if any: Front (/ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions. ront Rear Depth Height ber of Stories _ 8. Dimensions of entire new construction: Front S] r 11 t t Rear Depth 7 // Depth (_ Height '3/ 1 T�Aw&g Number of Stories 9. Size of lot: Front ZD 3 ± Rear /n&G-G . Depth 4- 10. Date of Purchase o' 003 Name of Former Owner U//-lOL 11. Zone or use district in which premises are situated dtt5 10&+WrIA L Sc-c� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO �D 13. Will lot be re-graded? YES NO J Will excess fill be removed from premises? YES NO ,50u7Noe. 14. Names of Owner of premises J 7j C //0/L:(4C)Address)d� b0X 12 5 Phone No. 76 S-6 2 2 U Name of Architect 6A(Ax J?A�PP AddressI/A)AuP[. KIPCS Phone No K _63Y-() Name of Contractor /ALlT/&le�_///C Address - Phone No. SOv E}Oc.� 15 a. Is this property within 100 feet of a tidal wetland or a fresriwater wetland? *YES t1 NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES J/NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Segs A-r7ACy@ 0 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF 6uf r,IL M (,v Z—. Tf((I AX O being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contraZ-e,#v+bove named. (S)He is the (Contractor)Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best of his knowledge and belief: and that the work will be performed in the manner set forth in the application filed therewith. Swo o before me this day of r 11W t4 20 0'S Notary Yublic Signature of Applicant twwr aCIO nmimb wwt� 2W IL AppltcanU %(Ja Y! �.� , . Dale. Owners Name:...._ ti 0 Reviewed: a • Architect/ �� Qa[e [ ngineer:_ VU Submitted: SCTM H: District: l,000 Section: C 1 1310 k, Project t Sub ion Single& separate Required certification: (Yes f No) — Req _ Req. ^� Zoning District (Lot size: �'0. :!� Acluat:ro�—t� (r7 l (hl coverage �f W I'rupascd l {L Reqfk 4-1 (I'ronl Yard G(✓� Proposed: [+Sidc Yard ro o [Rea and � � I'rotwscd Project Descripti AGENC'NJERMM Permit . REQUIRED FOR REVIItJW I .A 10 XES Nu er Suffolk County Health*Dept. `� �-03-01 Now York State. D. E.C. Town Trustees Town Zoning Board approval: ( Town Plianing Board approval: Flood Plane Elevation M Flood Zone: • : tie : �_ �. , � �. �P -------------- /`O 19625 6OUAY0 V/EN/ AVENUE Rlo-o3 -002 LONG ISLAND SOUND � a S. 73@28'20"E. io 38.00' S q9• gF °L;-nr f6 MEAN HIGH SS•ly3 yq yF Sp•�, i s � R /pCF.00"� lu -�it, +� E 7�27�Zoo 01 ri4 Lu f' r tC 5(1 O 4 4 74 tn a rata 34 —_ — �_ (L \ li yji a.=s .O _ W 5 9 704Z• 95 _ CL 7F TW 449 wWO WALL n •r- El. .0 71t 45! l li� • n IJJo E, 4Z A .eche '[t.t•o .EL. .5 � � . ,L �� '�)' ,� �� C S/GK/ %.A; 41AIAro XZ. .5 �l W , \ I G D 0 ,PCS'iOE,c C'F p( / PO 43� I 0 f p a( i Z 3'LG� 3 �p5e0 AV,6RA�E IVA7ZIAAL 2 T wRY - n O N C?ADE ye-ORPRGPOSED r }TD � p0 M p%-0 $Q _ p �q�ST NouSE • 4/ ion 5, FfE a �� \• � O�Fq 7- To G-rw�DP� p OF NEW y W W \ \ �ba `V T / le. 1 CO 0 O r 4. R: AND f '\ Am LT \ 103.00' % t'N.I 70 33' 20" W. 0.Z, 41 81 i-- SUBJECT TO CQVF.\p.NT:'.@,Rcc-^°C:TIOc��l_!!?ERC)pOOL 2 \1�- vAVEr� . SOUND V/EIS--�6" WIDE/—AVENUE icE �o a•S.. S ' C17(A45 /5 /i�' 77 ' t E SR -tj 43 / f^ Ng _ PATH SCALED 5 �4�_, NGVO/CSC✓D DATU.(if PE2 S(,r�0[X L47Uti�rY SEWE.P 11/Of2K5 S:uoiFs• 3t :•„C9 PLOT QK4AJ : DECEHGfEP 30, 2002- Ir. N.v,N.� SURVEY OF DESCRIBED PROPERTY AT SOUTHOLD 9EV/SED 1/13/03, 3/312003, SIZ9IZ003, 311Zb1Zuo4 SUFFOLK COUNTY NEW YORK "Q 515ZOA10TRA.V AAP/L 19, z000 .PEYI.5ED 1qorR,4,c/ JULY /9, 2004- =ACCORDANCEWITH BOARD CF �E✓TSEo FtorPvau:Aucusr /B, zoo4 IM11;"MJit 12-Z 1-0 EAE GLARANTEED T0: Jo.yv z HUR,TAoo, se RECOh'DED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE THE PREM/SES AT Cf/C1/ST/A/E C I-1z-1QTADO THE TIME OF SURVEYCOMMO/.'W,—ALTE-/ LANDT/TLE1,VSU24A1ecF26",cAvy" THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE. THEREFORE. THEY r ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES. ADD/TONAL STRIJCTLRES OR ANY OTHER /MP SURVEYED: SCALE / " - 00- JULY 27, 2002 (/+/'N� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES TO DATE CEdRJAVYG, 2003 PERMIT FOR APPROVAL OF CON=XCTION FOR A 3s' z4,�4�10�l4SUC'YEY/ �AVCLE FAMI*.."d Iii PS J3€ c ONLY P W464410 ":,/ DATE ,� �II �0� S NO.! ®AVO ®, F 38 0020 O yiGy s � 111779 WOOD O sT9� STEP .or +000-BV �o F 5TEPS 2� KgTs F � boOp. 2�F6B. WOOD PLAT. q oEDOD CA' .3' 41 E: MFD O HAZARD L/ EROS/ON BRI K NE ASSCALED— ,2.0E B (k7 O� q7� yry. A2.8BE. 5 0.4'E �\ y3v PC.40.5 2 p Q 44 Osw W\/j s o WOOD s 9 1.41 3�7AZAR0 L/NE`CROS/ON A9 DECK �B A$ SC AVERAGE NATURAL Pa.4LO O AL ED (C� 40 24.4' 20' O GRADE FOR PROPOSE HOUSE - 4/' lsa h WOOD SFS h F ROPOSED a DECK w£tL 7pEL.43.00 F,ycF G�l 141 _F. e I BF EELi34.00 ?/. 3' o a O \\ 7.W WELL 42 O y D L23' ST 40 �O 2/.O' 1AL Q I h 38 y PG4dd a 0 h ✓ w yQ y O RQ P 4 4 1� 38 ;� Q 3 ^ ILv O� ONC Q 2� O I m ROP. O I MON. Ip3 QO. 5 EXP. EXIST. O J O EP3O.62 y I CP. (O CP. POLE A' Sb/N %Viy S I�1 OPER WNER VVV C1.3+ 1.2.0 'aFBO �lzBV/T4E��... ooPOLE E 3,SJ3 LIL DA TUM PER SUFFOLK COUNTY SEWER WORKS STUDIES REPUTED TO BE U.S.C. 6 G.S. �l.3SB2 SURVEY OF DESCRIBED PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD. SUFFOLK COUNTY. NEW YORK it SCALE • l' - 30' SURVEYED: DECEMBER /6. 2004 EASEMENTS AN/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE PLOT PLAN: JANUARY 2I. 2004 NOT GUARANTEED UNLESS PHYSICALLY EV/DENT AT THE TIME OF SURVEY. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE. THEREFORE THEY OV NEW y ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE M•�S N/ �9 ERECTION OF FENCES. ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT �A, JP 44", LWAUTHOR/ZED AL TERA TION OR ADD/TIONS TO THIS SURVEY/5 A VIOLA TION 9 OF SECT/ON 7209 SUBDIVISION 1 OF THE NEW YORK STATE EDUCATION LAW z ' T Z * SUFFOLK COUNTY TAX MAP COPIES OF TMS SIEY MAP NOT BEARING THE LAND SURVEYOR'S INKED 41 g _ DISTRICT SECT/ON BLOCK L O T SEAL OR EAABOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COP yp /OQO 5/ / 22. 2 CERTFICA TIONS/ND/CA TED HEREON SHALL RUN ONLY TO THE PERSON FOR - -:� WHOM THE S(RVEY/S PREPARED. AND ON THEIR BEHALF TO THE TITLEc. COA/PANY. GOVERNMENT AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR y�'. ® H/LLEBRAND LAND SURVEYING. P. C. SU85EOUENT OWNERS O�N 500 -`�Q. I I rHi IgrHI// / •Nr= CA�/THTOWN NFW YORK .Vo /2-:25 scuNo V/EI✓AVFV&l0 L ONG ISLAND SOUND S. 73028'20"E. 38.00' s MEAN HIGH 99.35• F Sp E R '0 .00. �G WTE -x_17. � Q ��2 7�ZOo2 _ r r 04 so7.61 w -7= O 9 BLUFF �LL'1 rti r � � W000 WAC "'�-- �- • ..: - C'4457.4 \ >W K.1 ==ch W ... \ N W 114Z. 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THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES. ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT SURVEYED: SCALE l ' - ,30- PQ �p JULY 27, 2002 ADD/77o V DEGEMBEQ 30 ZoOZ_ WELLS AMO SEMC SYSMms LocwrED. J4k). 13, Z003 SUFFOLK COIAVTY TAX mAp DISTRICT SECTION BLOCK LOT 1000 51 l 22.2 HARRY P. HILLEBRAND LAAV SURVEYOR /l CHURCH/LL LAAE. SMI THTOW. NEW YORK r^I it - -z —, .. 30963 Z ® WOOD N01 0�� e +0 Aroma q � w00 "i '�!cy•jSy STEPSf- Uw ,TOEH 9� 4•o o��2po. PLA OT. ,y BGC/F'Sf`g0 N EC,y .3' 4.2E 2529` FD s,C NO O BR/CK Q HAZARD4STAL PA LINE 4SFSC ZED T/0 20E O 00 \ /PpOO RE'�F a' nl ti 2/'W. J \ \ /B"E. 2 O� O 2V 2.8E WJ L4 \ ~ J J Q �O y 1 0.4E LQzW V , h o 2Bw. 2 J O�acy� 0.5'W. Q R3 y O <n s V Lu QW--j QCl y _ OOQ � O / L53" yo 50 NA24R0(LME A SSC4(EO ckzJ ck:JQ = Q: O O Q LL OQsk O O = 255' 0 h ti hh0 � h �i a h O IZ Q O Q Q� J O v) ^ v CONFOUNDg .C Q, a Y 0i LUO YO i "' T/FON42 B2 L. 20.J' h h�mhti hb Ul o I 205' �w O y Q Z T!J• y I IS 7' o 4' /2 /21" ^ v h lu N o L2./ M WO Z Q ZQQO Zcx. ZO Lu In O hmy Lo 2LO" 2/8" J h � i O O DNC. (�y{\' o '} MON I° :00 OO V EP JS 0 Ip(D e2 POLE- 'V L/L-27 q3.NE �® Lvfay``aGi '°t�3• S�02AN 2.0E P 6.7 nn��FO_CE OF 9'(✓ 4,9,90 POLE L/L-6 DATUM PER SUFFOLK COUNTY SEWER WORKS STUD/ES (Ld REPUTED TO BE US C. A G.5. SURVEY OF DESCRIBED PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD, SUFFOLK COUNTY. NEW YORK SCALE • /" - 30' SURVEYED: DECEMBER /6. 2004 EASEMENTS AN/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE UNDER CONSTRUCTION- MARCH /7. 2005 NOT GUARANTEED UNLESS PHYSICALLY EV/DENT AT THE TIME OF SURVEY. REV/SED: APRIL /6. 2005 THE OFFSETS OR DIMENS/ON5 SHOWN HEREON FROM THE PROPERTY LINES TO - - ( MEASURE H/CHEST PO/NT OF ROOF ONL Y) THE STRUCTURES ARE FOR A SPECIE/C PURPOSE AND USE THEREFORE. THEY ! �`" '� -• ARE NOT INTENDED TO MONUMENT THE PROPERTY LIVES OR TO GOIDE 7HE ERECT/ON OF FENCES. ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT AOFSECTIONE7209 SUBDIIVISION 2 OFF/THES RATION ORADRONSNEW YORKTO THISSSRTA TE EDUCA VIOLATION LAN SUFFOLK COUNTY TAX MAP COP/ES OF THIS SURVEY MAP NOT BEAR/NG THE LAMP SURVEYOR'S INKED D/S TR/CT SECTION BLOCK L O T SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COP 1000 5/ / 22. 2 WHOMCERTIFICATHE ONS EY 15 PREPARED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY/5 PREPARED. AND ON THEIR BEHALF TO THE TITLE COMPANY. GOVERNMENT AGENCY AND LEND/NG INSTITUTION LISTED HEREON _ •" `L- SQ� CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL /NST/TUT/ONS OR -'�, �, Q aQ•/ 0 H/LLEBRAND LAND SURVEY/NG. P. C. SUBSEOUENT OWNERS. •.t•^ }L '7G°- ,moi l/ CHURCH/LL LANE. SMITHTOWN. NEW YORK Tom/ / 'T/ l -•T SIT 3oy� s � Z ®*0 ®� • s 38O0?D F490 WOOD O Q STEP b �. FOOD "i 'SPpy ss� STEPS it UgTF f` /./'W. Opo 2pp woo BOC PLAT. y rNF4p ti Ai 4 N FD SF MO O BR/CK O HdZCOASTAL Eq0 PA 770 ARD CAVE AS'510""0DALE 2.0E D X000�L'ci� � 0 BE w 2BE. c 0.4E \ T 0 2B'W. _ h / H<ZARO C/WS7NE 4SOSCq(ED N IV 15.5' I C) ~ h h p t FOUND C h T/FDN .82 EL.4 O h 20.5' 20.3' O I •�' .7'W. h 15.4 IS 12.1 h Z o Q- GEF". - v= 4 TOY,J OFry 1 ^ i LO h i Pja co O Q MON r®/d 2 �03 O J \_ �� O EPgO, N I �- (� 5z LX/L-27 N o TOq'E t_ O�c.Gy�_ �Q• 'Js:i'SON 2Af 20'E. CO 3 c ///�F�pGF O'c a 9.YS 'yNB POLE DATUM PER SUFFOLK COUNTY SEWER WORKS STUD/ES LAL-6 REPUTED TO BE U.S.C. A G.S. SURVEY OF DESCRIBED PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD. SUFFOLK COUNTY. NEW YORK II SCALE • /" - 30' SURVEYED: DECEMBER 16. 2004 E4SEAENTS AN7Oe SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE _ UNDER CONSTRUCTION: MARCH /7. 2005 .vor GUARANTEED NKESS PHYSICALLY EVIDENT AT ME TIME OF SURVEY. �0 'HE OFFSETS OR OMENSIONS SHOWN FEREON FROM THE PROPERTY LRJES 70 ?f 57RLCrUR£S ARE FOR A SPECIFIC PURPOSE AND USE. THEREFORE. THEY AAE.NOT 4VTEA17ED TO MOMMENT rHE PROPERTY LAVES OR TO GUIDE THE ERECTION OF FENCES ADDITIONAL STRUCTURES OR ANY OTHER/MPROVEMENL RaurAAM2ED AL TERA TION OR ADDITIONS TO TMS SURVEY/S AV'OLA ]F SECTION 7209 SWDIV/5/ON 2 OF THE NEW YORK STATE EDUCATION LAW. # • SUFFOLK COUNTY TAX MAP :opcs of rM5 SLBVEY NAP AAT BEARANO THE LAND SURVEYOR'S INKED 1 s DISTRICT SECTION BL OCK L O T SEAL OR EW055ED SEAL SHALL Nor BE CONSIDERED TO BE A VALID TRUE COP l /000 51 I 22.2 fR�/CA AGNS MD/CA-ED HEREON SHALL RUN DAY Y TO THE PER50AI FOR L'1 4NWI rW SURVEY IS PREPARED. AAD ON TEAR BEHALF TO THE 7/TLE OWANY GOVERNAENT AGENCY AND LENDING INSTITUTION LISTED HEREON •'� Nr' -��=%�.•�`, _EA'IF�Gf rWNS ARE Nor TggNSFERABLE TO ADDITIONAL /NST/TUT/ONS OR I ` �'- - ' 0 H/LLEBRAND LAND SURVEYING. P. C. SUBSEJUENT OWWRS j - - CHURCHILL LANE. SM/THTOWN. NEW YORK Tom/ / -T/ 1 �,T �/ W HEALTH DEPT REF.s 410-03-0022 SUFFOLK COUNTY BUILDING DEPT*30963 1: 4EALT11 SERVICES 0*0 1%9z � Z005 JUL -5 A II: 54 s z 0 'Ew 8 p�?o E ��® ®� r o s �® F WOOD A� U .- C STEP ^b S Or lJ � 1 A <01 `; � +d' k0po HF4o i L . w .C. � - � � •i..- � K i 4F4.y •rat. L.! > r• . .=L. WOOD "i STEPS D:: +i! is ('•` _-" � J. n /./'W. A�roF � 9y L ',+-: } .;+ . 4 O PLAulWOOT $Qy BZrHFq n• _ j !ti i 14 'WOOD 2S a� SCA' .3' 42E. Fp S�.0 C .V Yj. '• > MO U. 0 BR/CK O (• p "p- HAZARD LIVE- ROS/ON PATIO 0E B '^ S SCALED :1 <L 2./'W. 40 BE Q� ZBE. 0 4'E. I 2 lk 28 Wm O 0.5'W. 4 ILL S y p StFn 44pZ'OPp N,�,{{,�,, /$/' - 5// IE A Q Fo COMPOSITE h/Q 3. P DECK P 25 4' I 20.4' h 0.7W. RBORY/TAE ;� q �' 0 2ND.STYry tiCOMPOS/TE Q rw0 STORr DECK o o IW N FRAME DWELLING 2 . 20.1' W FF.EL.44.26 O 4 2 GF.EL.4/.02 a /28' 12m 2 22 h' p GARAGE h �O 4 2L 2' OR • I O o2" ABs. 0 2LB' �~ O 4htl 2� �W Sr1 3 02 W Q 4 I q R, \ \\ m Z CLEAN OUT h Q r'J� FzF�, p �1 ® ppp� Q FPJ6.6z N I GY0 POLE L/L-2 � CP N rJyFgyf4 pv,. �O ��• I JOS F <o Y 6,T 2.0 E\4sPpy4L POLE L/L-6 DA TUM PER SUFFOLK COUNTY SEWER WORKS STUDIES REPUTED TO BE U.S.C. 6 G.S. SURVEY OF DESCR/BED PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD. SUFFOLK COUNTY. NEW YORK GUARANTEED T0: ROBERT B. OXNAM AND V/SHAKHA N. DESAI COMMONWEALTH LAND T/TLE INSURANCE COMPANY SCALE • I' - 30• SURVEYED: DECEMBER 16. 2004 EASEMENTS AN/OR SUFSORFAC£STRUCTURES RECORDED OR tMECORDED ARE UNDER CONSTRUCTION.- MARCH /7. 2005 NOT GUARANTEED UNLESS PHYSICALLY EV/DENT AT THE TIME OF SURVEY. FINAL: JUNE 7. 2005 THE OFFSETS OR DAWNS/ONS SHOWN HEREON FROM THE PROPERTY LAVES TO -�+� Nm � THE STRUCTURES ARE FOR A SPEC/FIC PURPOSE AND USE. THEREFORE. THEY ARE NOT R!T£NDED TO MaNIANENT THE PROPERTY LINES OR TO GUIDE THE ERECT/ON OF FENCES ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. .1- UNAUTHORIZED AL TERA TION OR ADD/TIONS TO THIS SURVEY lS A VIOLA TION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. u`Z` - � 9y � SUFFOLK COUNTY TAX MAP COP/ES OF THIS SURVEY NAP NOT BEARING THE LAND SURVEYORSINKED } * DISTRICT SECT l ON BLOCK L 0 T SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COP - '��.� /000 51 / 22. 2 CER AF/CATIONS INDICATED HEREON SHALL RUV DAILY TO THE PERSON FOR I - WHOM THE SURVEY IS PREPARED. AND ON THEIR BEHALF TO THE TITLE COMPANY. GOVERNMENT AGENCY AND LENDING/NST/TUT/ON LISTED HEREON. - 0 H/LLEBRAND LAND SURVEY/NG. P. C. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR •,,,•n` ..O ` ,Sg J SUBSEQUENT OWNERS. , '-'�;�---y-_ P ' // CHURCH/LL LANE. SM/THTOWN. NEW YORK _ TSI / TII C'i_c/ r { GENERAL NOTES • AS PER NEW YORK STATE CODES - JANUARY 2063 1. All work shall conform to the rules and regulations of the TOWN OF SOUTHOLD Building Department, the New York State Building Code, ,I and New York State Energy Conservation code. 31. Use only galvanized nails and fasteners for all roofing and 2. Dimension figures shall always be taken in preference to scaling of flashing applications. sl All dimensions and conditions must s at all roof slopes. ! drawings. Do not scale drawing be verified before ordering materials. 32 . New aluminum seamless leaders and gutter Provide splash blocks at the termination of all leaders. 3. Contractor shall be responsible for verification of 411 field 33. All soffits are to be continuously vented vinyl bead board. - measurements and shall bring to the attention of the Architect, any discrepancies between the drawings and actual field conditions. WINDOWS & DOORS 4. Architect is not responsible for su ervision, inspection or 34. N.Y. STATE CODE 8310 - EGRESS Contractor to verify all windows administration of this construction prMot. Contractor� `is to sizes before commencement of work. All windows are to meet New York coordinate all work scheduling with owner. State Fire regulations for egress. Contact architect is improper ise noted, are to be windows are specified. All windows, unless otherw e er on 1 safety Andersen)High h Performance• 2nd Floor bedroom indows must have at to insure s a An 9 /� 5. Contractor es provide existing s shoring g s y least (1) 3046 egress window per room. l'-tn/14) and minimum stresses to existing structure during construction. i WOOD / FRAMING 35. All glazing in exterior glass not more than 18" above finished 6. Wood sills are to be (2) 2"x6" (wolmanized lumber) with 1/2" floor to be tempered. Any window within 60' horizontally of the bottom diameter anchor bolts x 18" long at 4'-0" O.C. , with 3" x 3" square of a stair or within 60" of pool walking surface must be tempered. washers. Min. of 2 per wall. 36. All skylites (if any) are to be made by Andersen and are to be 7. All headers are to be supported by 4" x 4" wood posts unless made of glass. Provide double framing on all four sides of skylite. otherwise stated. 37. All interior doors are to be 6 anel Masonite colonist style. S. All columns or solid framing shall extend through all levels and (Consult and confirm with owner) All doors shall be pre machined. terminate at a footing designed to carry the load. Provide allowance for all door knobs and install. 9. All headers shall be (2)2"x 8" unless otherwise noted. DRYWALL INSTALLATION 47 of U.B.C. 38. All drywall installation to comply with Chapter 10. Provide double headers under all partitions running parallel to a. Provide 1/2'• on all walls and ceilings throughout. same unless otherwise noted. b. All gyp• bd. to b� se9YPad to the wall etude. No nailing f c. Water resistant 5 8" sum bd. shall be used at kitchen sink 11. All framing lumber to be grade marked and have E = 1.2 and area, and all bathrooms new and remodeled. Fb = 850 P.S.I. and shall be one of� the following species: d. Green board in all shower and tub areas. ! a. Douglas Fir, Construct. Grade F1-850 P.S.I. -a Pacific or approved equal. All h. Hemlock, Construction Grade F1-950 P.S.S. 39. Gypsum wall board shall be Georgi walls and ceilings shall be taped and speckled, ready for painting. 12. Provide "TECO" Tie Down Fasteners (Hurricane Clips) at all Rafter ' to plate connections. Provide "TECO" connectors at all flush header ELECTRICAL / PLUMBING / HVAC e underwriter's approved and comply conditions. 40. All electrical work shall b with all state and local codes. 13. All lumber in contact with concrete shall be pressure treated. 41. Install HARD WIRE smoke detectors in any new locations as per New 14. All WALL studs are to be 2" x 4" in size and are to be 16" o.c. York State Building Codes, section R317 unless otherwise noted,except for the rear wall of FAMILY ROOM. This wall shall be 2" "x 6stud construction. 42. All plumbing to comply with state and local codes. Contractor shall obtain all permits necessary for the installation of the work. 15. Hip, valley rafters and ridge boards shall be one '12x " size 43. All new hot water lines are to be insulated. larger than connecting rafters. AS PER NY STATE CODES R662 CONCRETE / MASONRY 44. Heating and cooling designs must meet comply with A.S.H.R.A.E. 16. Extend all new footings to undisturbed soil of 2 tan minimum standards. Lay out pipes to fall within walls or ceiling cavities and bearing value. All new footings shall be 3'-0" below grade. The not to require furring other than as shown on the drawings. exterior of all foundation walls below grade shall be damp Proofed with 45. Soil waste and vent piping shall be supported near or at each hub an elastic coal tar base, bituminous plastic cement. Any discrepancy p should be reported to architect, immediately. at intervals not to exceed 5 feet. 46. Contractor to verify all work with mechanical and electrical contractors to coordinaite with owner the location of sleeves, pipings, ducts, conduit and electrical outlets. i 17. All exterior concrete is to be air entrained. New��,poLred concrete: - is to be a 'minimum of 3,Otl0 P.S.Y. compressive strength'!!,>.n 28 flays. 18. Gravel fill shall be clean, washed gravel 3/4" to 1 1) 2" in size or crushed stone of same size and shall be placed coder„ all, slabs where indicated on plans at least 4" deep- PLUMBER CERTIFICATION 19• Footings shall drop below plumbing lines. Step footiugs shall ON LEAD CONTENTBEFO OFOCCUPANCY Y ! have a maximum grade of 25 degrees . CERTIFICATE SOLDER USED IN WATER SIDING METALS 20. The entire house is to be aided with HARDIPLANR, eCcept for front SUPPLY SYSTEM CANNOT 47. All structural steel shall be A-36 and conform to all standards of center facade which will be brick. Provide 6" vinyl corner boards with A.I.s llC. manual latest. edition. All steel to be shop coated. EXCEED 2/10 OF 1%LEAD. beaded corner. Fasteners shall be corrosion resistant iklutinum or zinc dt coaein lengths recommended by manufacturer for thicknesu and g• '- substrate conditions. 48. Anchor bolts to be 1/2" diameter x 18" los Install bolts 1 " 0 from each corner and 4 '-0" on center maximum, w/ 3" x 3" square PLUMBING washers. Minimum 2 bolts per wall. ALL PLUMBING WASTE - SITE WORK 21. SOIL TESTS - AS PER N.Y.Y STATE CODE R401.4 In areas likely to &WATER LINES NEED CERTIFICATION OF have expansive, compressible, shifting or other unknown; sor.l STAIRS. TESTING BEFORE COVERING NAILING & CONNECTIONS e 49. As per Section 314.2, maximum riser height is 8 1/4" and min. characteristics, a soil test shall be performed to def rm:.ne the soils tread depth Se 9", with a maximum variation of 3/8" between greatest characteristics at a particular location. This test shall be made by and smallest tread and riser heights. REQUIRED. an approved agency using an approved method. 22. Finished grade to be a minimum of 8" below pressure ta:eated sill MISC. COMPLY WITH A6L-6ODES OF-� plate. 50. All microhms and wood i beams are made by Georgia Pacific. NEW YORK STATE &TOWN CODES Installations of beams must meet all criteria and manufacturers AS REOU RED AND CONDITIONS OF 23 . No backfill shall be done near foundations until �a'degivate bracing recommendations. All microhms are to be 2.0E G-P Lam LVL. POWERBEAMS 4 q _ LCONSTRUCTIONSHALL has been produced and until all proper Town and Villages inspections BY ANTHONY. �_SOUfHOLDTOWNBp'"' ME THE REQUIREMENTS OF THE: have been made. Grading of site shall slope away from 'I'eesLdence and 51 Any microlam header deeper than 11 7/8" should have a 5 1/2" _SpUfHOLDTOWN?IANNINGBIWO CODES OF NEW YORK STATE. blend into existing contours. bearing depth on each end. Load should be blocked continuously to -� ROOFING / THERMAL & MOISTURE PROTECTION foundation. Purr walls if uec'y. At cellar conditions, lally columns _ _ SOUINOLD TOWNTAUSTEE$ �+�/ 24. Flashing to be .019 thick aluminum. Contractor to' pnovide should have 1/2" x 6" x 6" steel plates welded on top receive wider _ N.Y.S.DEC OCCUPANCY OR flashing at all new exterior wall openings and where new roof meets spread loads from above. existing roof or walls. Step flashing at all chimneys. ',�in oontact with USE IS UNLAWFUL new roof. All vent pipes or other protrusions shall be properly 52. TheseREGARIlanNG sGRset E56 the New York State Building Code 8310. 1. 1, 1.2, WITHOUT CERTIFICATE'. . flashed with base and cap flashing., 53 . Fire stop walls and floor construction in accordance with new York ALL COEMENTS OF SHALL MEET THE V 25. Asphalt shingles (As per 11905.2) must have a minimum of 2:12 State Building code section 8602.8 REQUIREMENTS OF THECODESOF NEW OF OCCUPANCY slope; with a double underlayment for roof slopes 2:12 up tp 4:12. YORK STATE. NOT RESPONSIBLE FOR Fasteners to penetrate through roofing materials into sheathing at DESIGN OR CONSTRUCTION ERRORS. least 3/4" inch. For Long island, there will be a mia3}mum of 6 fasteners per asphalt shingle when save is at is at 20 0 above grade APPROVED AS NOTED (4 for under 20'-0") and in 110 or 120 MPH wind zones. 1� �. I, . ,h eAt- ft" �,� 4. l ''`�"1 D DATE: L6 � B.P.p 30 3i� 26. All chimneys shall extend at least 2 feet higher, :than any portion FR NOT PROCEED WITH of the of the building within a horizontal distance of 10 feet. OFF UINDAT10N LOCATION FEE: /9,ILD DE NY STATE CODE G.2426. 5.3 NOTIFY BUILDING DEPARTMENT AT r HAS BEEN APPROVED. 765-1802 SAM TO 4 PM FOR THE ' 27. 6i11 plate insulation: sills to be set on fiberglass sill sealer LT • FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED by Certainteed and caulked. FLOOD u Jl ZONE FOR POURED CONCRETE ! 28. Install Tyvek house wrap by Dupont on all new ext.&rior walls, ( I COMPLY WITH CHAPTER "46" 2. ROUGH - FRAMING d PLUMBING lapping succeeding course not less than 2". I,, ,i `�� - - - FLOOGTDAMAGE PREVENTION 3. INSULATION 29. Caulk and seam all joints providing a positive barrier against the _ _ SOUTHOLD TOWN CODE. 4. FINAL - CONSTRUCTION MUST passage of air and moisture. - -- C7 BE COMPLETE FOR C.O. - ALL CONSTRUCTION SHALL MEET THE I 30. Insulation to be made by Owens/Corning Fiberglass or equal, with a ' - „��in�AlE RETAIN STORM WATER RUNOFF REQUIREMENYORKSTATE. OF THE RESPONSIBLE SOF NEW kraft vapor barrier. Vapor barrier to be Laatallad on warm side only. UND•�h6 PURSUANT TO SECTION 45-10C YORK STATE. NOT RESPONSIBLE FOR, AEQUTAEO OF THE TOWN CODE. DESIGN OR CONSTRUCTION ERRORS: PNRIAN A. RAPP, R.A. ARCNIT CT P. Archltect"sSeal RevisbAS Non Ploce 631 544-6 0 Kegs Pork, NeW York 11754 FAX 631 544-6356 yt� PIAN +t Com NEIN HOME FOR JOHN HURTADO met 2005ple1ed m� ' Lql 19625 SOUTHVIE�y AVENUE y * SOUTHOLD, NEIN YORK 05- 03 Sorel*060' A - TITLE SIEET I I 5T-II" S-6' 5'-0" 3'-6" 25'-6,. 20'-5" 4, i 6'-0• 16'-6" 6'-7" 6-7" 6-7 6-8 6 _ 5_g• o 5'_9" I' L I o O o o � N I LQ_X 10" PT A LINE FDECK ABOVE oi \ U c I + TY ]CAL BEA A POCK T « I 5'-4• 5'-4" BEA BOCKET 0 BE WDE MINIMUM '• I AND " W DEPT FROM TOP OF WALL I ` I -(� 11 8't LV I1P6ET BEAM I •. _ - - - - - _ 2 K NAILER,LAG.90LIED_W'/_ 2_901TS= - - - - - - - - - - - - - - - - - - I r 1 o I '• I �—Nptes: Typical " P.C.FOUNDATION WALL I '.• 1 0 TYPICAL 2 I 3 1,/2 STEEL I,ALLY COLUMN ON 1 1 " ® XX ,PIER „ I -6 I 24 X 24" X 12' PC FOOTING ? I '• I �+ 24 X 24' X 12 P.C.FOOTING< 1 Permit Number I I o I I 1 CLEL LAR REScheck Compliance Certificate Checked By/Date -co NI 4" P.C. SLAB W/ 6" X 6" X 10 GA WWM f I ', I - - -I -_- -I_ _' -_-I-I New York State Energy Conservation Construction Code ® I L ~ _ - J_ _ _ REScheck Software Version 3.6 Release 1 I_ _ „- _ _ _ , 1- - - - - - - _I IT3f2 X10"BEAM I I .kl DatfilenC\PROGRA-I\Check\REShk\JonurtaoonhHurtado Cm .. I o 6' 7. 6' 6.. .I a filename: cwtempo ry.rck Me _ - • '' L'ne of 5/ Type X Gyp Bill. on Ceiling LL o m I PROJECT TITLE:New Home For John Hunada as per N w York State Ccde I �I -- yNj co 1 COUNTY: Suffolk 36'-2" I N I STATE:New York HDD5750 I , I '3 iw I CONSTRUCTION TYPE:Detached 1 or 2 Family I 3 I I o o HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.21 5'-1 5'_II" 7'-9• 5'_0• 5'-10" 5-10• 1 _ ® 1 DATE.02/01/05 I - OIL Nof TypJVol I I DATE OF PLANS: Feb.01,2005 - - - ® 1 31,f2" S" X1 ' PC.kALLY TING ON I 1 II I •,• I 24 X 24" X 12' P.C.F )TING 11 7/18" l VL WPSET BEAM j 1 - -1 I - -I I - -I (3)11 7 8" VL UPSET BEAM GPI - _ _ _ _ = 2 Y II)"NAILER,LAG BOlIEO NL/�/2"�B�(, _ _ _ _ John HunadoJECT EscRlPnoN. •o I I - _ - - - - _ } - - - - - - - - - � :. _ _ _ T 1 I _ _ _ _ I _ _ _ _ - L ` I1 •,• 1II 19625 Avenue _ I _ I l0P - - _ _ - Southold, NewYork DFSIGNER/CONTRACT ACTOR r TYPICAL BEAM P T « an p,R.A.,P.C. •, -� w _ _ _ T_I_ _I alIt Brian A Rep BEAM ROCKET TO BE " WOE WIMUM ® 4 Nan Place AND 9" N DEPTH FRO TOP 0 WALL 1 •, I 4" METAL STUD WALLS - - r -1 `�'dl 60 III _ _ _ _ _ _ _ _ ,�m Kings Park,New York 11754 W/ R13 BATT INSULATION - 1 I JOJ- _ ^m r _ I ✓`, '' C® a+ I I I , I I III x In ' •r - - - -I ' I �yy�' ' " COMPLIANCE:Passes 111 4'-10" 1 '.' 3'-10" 61"0• ,o Ef . 1n Maximum UA=709 NOTE: i I '' x x •' You- - S Home r6 20 WSSTARWELL TO Ill FIRST FLOOR AND DOOR ABOV I 12.6%Better (UA) ) Grose Giaztn$ I I N v N \III III - t •• I •, IIa•GR Area of Cavity Cont. or Door ^III M II - - - - - - - - - - - n '• I Poimerar[ R.V,l a -VaiYG'U.Fwt, MA - -I Ceiling I.Flat Ceiling or Scissor Tmss 1974 30.0 0.0 69 WIF.80 SER S FLOOR JO ® 117 8" E T Wall I.Wood Fmroe. 16"o.c. 4319 19.0 -0.0 205 !F.BO SERES FLOOR JOISTS 6D 11 7 8" EPIIH _ I 1 1 IIWindow 1. Vinyl Fmme0ouble Pane 530 0.310 257 16 4• 7'-5" 19 F 111 WWF 80 RIS LOOR JOISTS ® 11 7 8" EP I .� Door 1'Glass 76' 0.310 24 I 016 I I Floor l: All-Wood Joist/Tmss:Over Unconditioned Space 1974 30.0 OA 65 1 NI 'T S Q� u i ., i UNEXCAVATED m I - •i COMPLIANCE STATEMENT: Theproposed buildin re g represented in this document is comd tent with the building __ Pi I 1 I '•' plans,specifications,and other calculations submitted with this permit application. Thepropoaed systems have been /" I m- - - - III I o I ' I desiymed to meet the New York State Energy Conservation Construction Code re9uirommats. When a Registered Design a ✓ Professional Ih o - _ I ro eseiona has stamps and signed This pegs,they a2 iuteeling that to the best of hiagier knowledge,belief,and lc� I . I d _ - I L _, _ _ _ _ _ _ _ _ _ _ _ _ _ , I - - o I , professional judgment,s h lens or specifications main compliance with this Code. - - _ - r _ _ _ _ � _ _ _ _ , .- - - L I STEP FOOTINGS AS NEC'Y P p spec - - - - � ' I - - i r - - - - - - - •, 1 I 25 DEG.MAX SLOPE - - - Builder/Designer Date �• � Q.�—' 0 tO 8'1 1 I L T J I METAL AREAWAY •, I 19'_7" • �- - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i _ I 1 •, - I ' STEP FOOTINGS A NEC'Y I I I 25 DEG.MAX.SLOP 1 �• I I I •, I I� Lower top of foundation w to allow for garage doors 12'-4" 12'-1" 5'-4" 10'-3" I FOUNDATION PLAN - 37`° 2 -" 1/4" = 1'-0" BRIAN A. RAPP, R.A. ARCHIT CT P«C, Architect•sSeal Revisions 4 Non Place 631 544-6340 FEB.01,05 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA e ARE C_ Kings Park, New York 11754 FAX 631 544-6356 DAR � ur GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER FLOOD NEW HOME FOR JOHN HURTADO Dote 10, 2ly05npleled y~ PLANK SNOW DESIGN FROST LINE DESIGN HAllARDS JAN 10, 2005 O 19625 SOUTHVIEW AVENUE m 1 . LOAD SPEED (MPH) CATAGORY WEATHERING DEPTH TERMITE DECAY TEMPS SOUTHOLD, NEW YORK Job Number 05- 003 AS PER FEMA NFIP r N 2Y �O� MODERATE TOI SLIGHT TO Sheet Number 45 120 MPH B SEVERE 36" HEAVY MODERATE 11 DEG. F. FLOOD MAPS A - 1 I � ' 57'-11` 12'-0" 25'-6' 20'-5" 3'-6" 5-0" 3'-6" 2'-7" 54" 8'-5" 5-6" 3'-6" 3'-2" 6'-B" 6'-8" 2'-6" 2'-6` LINE OF DECK b M f C P405 OVE AN41 R J��Pab1 (3) 2" X 10" HDRa7`F,psS " a TREX DECKING o 2 STE S TO GRADE 0 ^ j Q (tin's m z � < o 1p 0 5 P4055 4055 4055 L) 1 314°-X-i1�E8`_LVL UF'SEt81:A"_- VE AN OVER AN41 OVER AM41 OVER AN47 ., - - _ - - - - - _ - - - - - - (3) 2" X12" HDR i1 (3) 2" X12" HDR 11 (3) 2" X12" HDR (3)2" X12" HDR o II z 0 - GREAT ROOM w ° _ X OAK FLOOR m! I Iw `V 6" x 6" CEDAR POSTS `o w I IN I.P rn all 3 _ _ ' 13)-2'X-10"BEATS (i) 2" X 10" BEAM (3) 2 X 10" BEAM wIl m Z1 m ^ J Y 5c ' fi-B Mi n w _ = o m w' l rn wl I� • N moo �I o v s3 ml z 1 I 36'-6" tp M x' I W�2 XI r w TREX COVERED PORCH UPERIO1 ZERO LEA ANCE FIREGLA°IS ODEL GRD 6 0 G S FlREPLACE MI o 1 m x N X b '� 20" HEARTH of sy. �' l l3 m io N® I '-0 F13d -�`` POST FOR BEAMl60M ABOVE a 1 �, 330 I I m OVER P4055 l b POCKET ' I 3 117/8" LVL UPSET BEAM 3'- ` 1'-8' FRENCH DOOR 6" WALL ' 1 O OVER AN41 OVER AN41 A 41 o r-1112�_8,� 2 7 - - - -z �1 - - - - - - - - -p - -I ECO AL . " ® TS- - - - - - III (3) g" X12" HDR I (3) 2" X72" HDR 1 0 (3) 2" X12 _ " HDR e 2-OSTEEL hLSULATEO DOOR _(sL131+_x 1i7/e_�vLirsgT _ KITCHEl� 'IOAK FLOOR r-r r-e 5- 6" LIE OF BALCONY ABOVEo 4'x 4'POSTI r-o'F.80 ERIES FLOOR JOISTS ® 11 7 8" EP NTRYY oAe RAExc -4'-6` fi" 4- " IOR TWO STORY FOYER 2' D" \ OAK FLOOR e._4. 6. t1,_7. I 6" € %\ r1 --BATHROOM TILE R I I r INSULATE ALL WALLS COMMON TO GAR GE W/ R19 I IH > 5 ' t ex bd. o all lJo 1 .80 SERIES FLOOR JOISTS 0 117/8" DE I d gq a � II I an ce s c mon to residence b ® 16 OS;. I live s oce - SEE DETAIL R s" 12'-4" 1 W1F.80 SERIES FLOOR JOISTS ® 11 7 B" D TH I'I X`a p 016 O.C. ;., I 1 ` X 2s ' TWO AlCGARAGE m lu '"a LAUNDRY RM - ' • 4" P.C. SLAB W/ 6' X 6" X 10 GA WWM III m r PROVIDE OVERFLOW DRAW AND SHOWE PAN N 3 , 1 , I v 1 3 X2" $TEES LALLY COLUMN �o FOR WASHING MACHINE 1 3 " X 10" -r W 24' X 24' X 12" P.C.FOOTING > CER. TILE FLOOR O I > VENT DRYER TO EXTERIOR ti '- 4r 1 - - 1 > INSULATE ALL WALLS COMMON TO GAR GE W/ R19 (3) 2" X I� 0 3 2' x 8" HDR _ _UPSET i3L7 V4" X 11 718_' LVLlBEA- 1 UPS T (�L�3�4" X it 7/8" LVL B M_ DOWN 6" T STOOP - - - - - - - - - - - - - - - -- - - - l C W 16 C W 16 1KW 1 1111 2" X 8" ROO RAFT RS IIIICX 145 CX 145 CXW 1 u 2" X 10" ROOF RAFTERS u1 00 16 OL. I III .� 1\ III I 11'-6" 6" 9'-111h" Ll� I ' " 6" -B" U NFW RRST FLOOR PLAN 2 X 10 R OF RAFTERS 0 6" X " POST - C01. MN �- - - - - - - - - - - - - - - - - I �-___�'- s w ' 16" D.C. ' 1,760, sq. ft. 1/4" = 1'-0" 6" X 6" POS I - COLUMN 10'-0" CEILING HEIGHT SET TOP OF FIRST FLOOR WINDOWS AT 8'-0" HIGH Ir = ' UNLESS OTHERWISE NOTED I D I I I I U B lx I I 1 1 II � a ALL DOORS ARE 8'-0" HIGH DOORS - 1 ALL WINDOWS LESS THAN 18" ABOVE FINISHED FLOOR MUST BE TEMPERED (3113/4" X 117/8" LVL HD ' (3) 13L% 1178 LVLHDR ; + ALL WINDOWS WITH PANES OF GLASS MORE THAN 9 SO. FT, MUST BE TEMPERED I o 9' 0 L5F f YUP 1 3'-BM` 2'-7` V-2" 6'-2" 2'-7" 3'-8h" BRIAN A. RAPP, R.A. ARCHITArchitect's Revisions 12'-7` 12'-4` 12'-1" 5-4" 10'-3" 5'-4" ! " ' 4 Nan Place 6C;T P.C. 31 544-6340 E,P 0'.4 ,a FEB.01,05 o' n' 2 1 `1 1- I Kings Park, New York 11754 FAX 631 544-6358 `P�PLAN"� 3T z -0" - • Dote Originally Completed vu -u • I° NEW HOME FOR JOHN HURTADO � m 19625 SOUTHVIEW AVENUE JAN 10, 2005 , Job Number J.' ori' `' sn-u" SOUTHOLD, NEW YORK 05- 003 a. Sheet Number = 2 17-0" 25-6' 20'-5" (3) 13/4" x 117/8" Microlam 3'-6" 5'-0" 3'-6" 2'-7" 5'-6" B'-5" 5'-6" 3'-6" 3'-9" 7'-2" g'-6" w/(2) 1/4" x it" Steel Flitch Plates 4 2 —� r2'-6" 2'-6" THIS AREA 8'-0" CLG.HT.ONLY TO ACCOMODATE LOFT ABOVE p(rLtr�Cs LD r Avp Cj9ct1L.A& S' A IA5. c24s 5(,'- gn1A✓ R VO' L T� p� S, o o 3 2 X 12 02� �. I S I _OItE 1 - - - - - , N Oo mler thouBATHROOM IL UBLE JST . CER. TILE FLOORING • 9'-0" CEILING HEIGHT h woshers gO` O Y'-0C - eloggered tbolls op and bottom - (2och end) 410 RAR 12'-0•3 1= UPSET C3) 11 7/$" LVL HDR ( 11 7/18 LV HDR (3) 2" X 0" HDR I (3)2" X 10" HDR ( 2" X 10" HDR FLITCH PLATE DET A CHC.STAR OTHER I I I I �r-7�p�1, I I m m 1 2 1 It?8`_W' IIIA I I try J' I c s I A-3 NTS _ Ur 1 .c IIIA N, M o ,nNl -I 1 a III� - I i I I x 6W IH~vwil o I I " X1 " ROOF RAF ERS WPI 1 W 2" X B" CEILING JOISTS ® 16" O. 111 I N O N vWNi 1 2 X BEDROOM9' EELU46STS 2 1 O� o W l rte„ I 2`152 �10" ROOF RAFTERS III w�'I N • OAK FLOORING - o _ 1 6" HI H RAILING TO CODE- MASTEF; B DR00 N� ; . 9 0 CEILING HE T 1 7'- " 5'-a" 1 0 . OAK FLOOR =x1� 0 1 I iv . CATHEDRAL CEILING 6, 16.-5. m III'a� ` 5_4• a 11•_5. 6" 1 < iv III\I I I m I I n 1113 I m N w I I I SUPERIOR ERO C EAB NCE I FIRECLAS$ L '-' = l a I"' a �°" ; UPPER TREX DECK MODEL d G D 650 GA FIREPLACEI 20" HEAFQH - q W11 - I X111 >r z� 110WER WINDOW 12" LOWER WINDOW 12" I o ® 6" X 'i" POST IN LL H1 I >1h 'L 3i I C245 _ _ _ _ _ _ C245 " 1 ,a UPPER HALLWAY 3- o OVER AR41 OVER AR41 _ RIDGE ABOVE _ _ _ _°� q • OAK FLOORING ® ^I I . 9'-0" CELING HEIGHT (3) 2" X 10" HDR (3) 2" 10" HDR 4MOR 111 & OAK RAILING 1 � q _e,• e'-o" .I. CLOSET : 01 m aR I m � LINE Or BALCONYIABOVE 6-7" - fill I 1 x- -s =� T X 10" ROOF RAFTERS 2" 56T CEILING JOISTS 16 0. . 1 .- I y-4' 1 I C22 o TWO STORY FOY4R IIII 'n BB.. EEOADD"K RRXF0 LOORRWOOF RAFTERS BEDROOM•x4D S 2C '4 Lv OPEN TO BELOW 2" X 8 EILING JOISTS ® 16 L . OAK FLOOR ¢ . CATHEDRAL CEILING u SEAm1 6" 6 5-B" °xwxa6"9'-0" CEILING HEIGHT + 11'-7" 12'-4" ' II111 <'oo 1 1 / I (3) 2" X 12" I h I I (3) 2' 8" 3 2" X B" 1 - -AFFW 605 - - - _ - 1 1 I --Ck 15 CX 15 CXW f ., C W 15 C S, CX 15 .1 CX _ CXW 75 CXW 75 - - - - -'E ESS - - T ES! - -EG SS - - • - - - -E ESS- - - RESS- FGRE - - - - - -— DSS- - 'EGRESS EGRfSS- - - - - - - - - - - - -' MASTER BATHROC M . CER. TILE FLOOR ROOF BELOW 0 1 N 3'-eh" 2'-7" V-2" 6'-2" 2'-7" S-Bh" 12'-7" 12'-4" 12'-1" 4'-5h" 4'-0" 4'-0" W-51h" 37•_0" 20'_77• 57-11" SECOND FLOOR PLAN 1,750 sq. ft. 1/4„ = V-0" - \ / Architect's Seal Revisions: . 9'-0" CEILING HEIGHT BRIAN A. RAPP, R.A. ARCHITIC; P.C. 4 Non Place 631 544-6340 FEB.01,O5 4 SET TOP OF ALL SECOND FLOOR WINDOWS AT 8'-0" ELEV, HEIGHT Kings Park, New York 11754 FAX 631 544-6358 ti�aO AR EXCEPT AS NOTED Dote OrVndy Completed +�sP�PLANRAgl�� + ALL DOORS ARE 8'-0" HIGH DOORS OJAN 10, 2005 NEW HOME FOR JOHN HURTADO 19625 SOUTHVIEW AVENUE Job Number * m *I SOUTHOLD, NEW YORK 05- 003 LIP QY Sheet Number A - 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - 30 HITECTURAL ASPHALT SHINGLE ROOF 8 GAF OR TAMKO OR APPROVED EQUAL SNOW AND ICE SHIELD FOR ANY ROOF UNDER A 3.12 PITCH 12 e 13A DEC. gg0IVLL 9'�10'pOKOUT S2 _— VPLATF /,,2147D FLOOR ELLEV.20-0" 2' 0' -- CONT. VENTED VINYL SOFFITS ♦ \ o CEDAR PERFECTION SHAKES / / AFFW605 ♦ ` ` \ \ ` \ \ ` — — — — — — — — — — — — — — — — �1 'I9zND FLOOR L-- ) ROOF CRICKETS ` , ' , ' , ` ♦ ` ♦ ` \ HURRICANE CLIPS FROM BEAM TO gg gg EE ROOF RAFTERS t2 12 E�EV.11'�0 ,SND FLOOR B//SpLEE /,zNO_UQR _ _ _ _ _ 13.4 DEG. 13.4 DEG. _ 77 /_ _ '— T/PLATE 41ST FLOOff E(EV10F0"1ST FLOOR - - - - - - - - - - - ELEV.10=0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T/HEAD R FOR GARAGE PLATE ELEV. 9'-0" ELEV. 9 0 0 B/SO p6 /0jST FLOOR 1 VIE OCOQ /O,iST FLOOR -EL-E- - - - - - - - - - - IE - - - - - - - - - - - -- I 1 I I I I 1 E'" X 8" COLUMN 1 1 I _ _ _ _ _ _ _ _ _ I J I MASONRY AND CONCRETE STOOP _ _ _ _ _ _ _ _ _ _ _ _ _ _ �- - - - - -I- I _ r - - - - - - - - - - - - - - - - - - - - - - � r I r I_ - r - - - r y STEP FOOTING AS PER NEC'Y I r —I- r _ —25 DEG.MAX.SLOPE ' I 1 I 8" P.C.FOUNDATION WALL r r I I STEP FOOTING AS PER NEC'Y F 1 + 25 DEG.MAX.SLOPE r - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - FRONT ELEVATION 30 ARCHITECTURAL ASPHALT SHINGLE ROOF 1/4" = 1'-0" BY GAF OR TAMKO OR APPROVED EQUAL SNOW AND ICE SHIELD FOR ANY ROOF UNDER A 3.12 PITCH 12 ROOF TO WALL FLASHING - - - - _ X13.4 DEG_ _ - - - - - - - - - - - - - - . TOP IOF THE WINDOWS SET ® 8'-0" " . T/PLATE/LOOKOUTI ELEV. 27'-2" - TOP OF THE WINDOWS SET ® 7'-0" 12 113A DEG. CEDAR PERFEC110N SHAKES 19'EE LL \ \ E�EV0. �,0POKOUT 0 T�PLATE / 2ND FLOO ELEV.TE9 BO ROOM ON Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L/ - / \ / \ 25 \ 25 \ /255 \ / 5 \ \ ` / \ B/S01E,/9zND FLOOR / �C C24 C 5 TO OF THE WINDOWS SET ® T-0 ELEV 6 \ / \ / \ / \ / T IS AREA ONLY x CONT.VENTED CEDAR SOFFITS --- \ 2g \ 2g \ / \ / \ / \ / \ / \ / \ / o o TREX DECKING AND 36" HIGH CEDAR RAILING ,,2ND FLOOR /,?ND FLOOR 0 d _ _ V. 1- - - - - - - - - - - - - - - - - - - - - - - -V11- - - - - - c _ _ _ - - - _ U m PLATS ,1ST FLOOR FEV.10� T777 / TjPLAT [ 1ST FL00 �- ELEV.10-6'- - - - - L - 0 U" W 6" X 6" CEDAR POSTS CEDAR PERFECTION SH KES b TREX DECKING AND 36" HIGH CEDAR RAILING P 4055 P 4055 P 4055 P 4055 P 4055 P 4055 P 4055 P 4055 P 4055 i a o _ I R41` . AR41` R41� AR41` AR41` B/5006 /0"1ST FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - ' T FOUNDATION WALL -ELEV. III1 -1'-3" 1 8" P.C.FOUNDATION WALL X 12" P.C.PER ON - - - Architect's SPfIe-al Revisionsvision STEP FOOTING AS PER NEC'Y * r -I12" BRIAN A. RAPP, R.A. ARCHITECT P.C. 25 DEG.MAX.SLOPE F- -1 4 Non Place 631 ) 544-6340 qrFEB.01.05'24" X24" X12" P.C.FODTWGS FAX ( -1 Kings Park, New York 11754 631 ) 544-6358 AN _ _ I , - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - — — — — — — — — — — — — — — — — — — — — —I— — — — — r — — I O Dole Orgndly Completed NEW HOME FOR JOHN HURTADO JAN 10, 2005 REAR ELEVATION- 19625 OLD, NEW IEW AVENUE ° SOUTHOLD, NEW YORK 05�00 r �i1' ar ". o Sheet Number 1/4" = 1'-0" A - 4 30 ARCHITECTURAL ASPHALT SHINGLE ROOF BY GAF OR TAMKO OR APPROVED EQUAL - - 7 - - - - - - - - - - - - - - - - - - 12 +\- 3 13A DEG. - _ _ _ _ _ _ _ - 212 PITCHED ROOF BEYOND T/PLATE/LOOKOUT = ROOF OTHERSS DESIGNED E EV.27-2" -6" 2" X 12" FASCIA BOARDS gg gg Eg Lo - - = - - - - - _ - ' - E�EVO.19'/10^ OKOUT _ a -- - - _ _ _ _ _ _ _ M R D - - - - - - - - - - - - - - ' - I I I I- --O - - - - - - - - - - - - -E(,PLAT4 /.,2NDFLOOR o_ T PLATE 2ND FLOOR I I ASTE ROOM ONLY N ELEV.19-0 C2 / 5\ HES CEDAR PERFECTION SHAKES i B/SOL /02ND FLOOR o- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ra o 0 EEV 10-6"1ST FLOOR 4 CEDAR PERFECTION SHAKES � ® c 0 I b b 8" X 8" COLUMN 11 Ell MASONRY AND C )NCRETE STOOP 1ST FLOOR E�EV.D-0_ _ _ _ _ _ - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - L/fOUNDATION WALL ELEV.--l':3" - - - - I I I - - - - - I I I I I STEP FOOTING AS PER NECY _ I I L _ - _ _ - I I I 25 DEG.MAX. SLOPE I I I I I r - I I I I 8" P.C.FOUNDATION WALL I r I I I I I r - - r - - I r - - I - - - - - - - - - -11 - - - - - - - - - - - - - - - - - - - - - - - - - - -Ir - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F T SIDE V A T I N 30 ARCHITECTURAL ASPHALT SHNGLE ROOF 1/4" = 1'-0 n BY GAF OR TAMKO OR APPROVED EQUAL SNOW AND ICE SHIELD FOR ANY ROOF UNDER A 3:12 PITCH - - - - - - - - - - - - - - - - 3 I 13.4 DEG. .N T/PLATE/LOOKOUT I- ELEV.27'-2" C 5 ` `\ / \ / CEDAR PERFECTION SHAKES B/ V %,/10,pOKOUT - - - - - - - - - - - - - - - - ELE 9 - - - - o W V /PLATE 2ND FLOOR n EELEV E9 BOEpR00M ON Y it SUT W 15 CW 15 Cr 24 /C \\ EGRES a CONT. VENTED CEDAR SOFFITS 36" HIGH CEDAR RAILING I Z 1_0• n 4 � z B/50�� /O,2NDFLOOR o - - - - - - -LE=- - - - - - - o - - - - - - - - - - - - - I E EVAOq"15TFL00 \ TREX DECKNG AND 36" HIGH CEDAR RAILING 0 / REAR YARD DECK \ / g g0 / 1ST FLOOR ELEV.0-0" T FOUNDATION-WALL ' I I I I I I I I I I I I I I I I I I I I I i 8" PC.FOUNDATION WALL - - - I - - - , BRIAN A. RAPP, R.A. ARCHIT CT P.C. STEP FOOTING AS PER NECY - - - I I Architects Seal Revisions' 4 Non Place 631 544-6340 FEB.01,05 ' - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I _ _ _ _ I Kings Park, New York 11754 FAX 6313544-6358 `y1��FLgNR 25 DEG.MAX.SLOPE - - - I - - �-I _ _ _ _ _ _ _ _ _ _ _ _ _I I NEW HOME FOR JOHN HURTADO10, W � ED A� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _Ir_ _ - - - - - _ - - - - - - - - _ _ - - - - _ _ _ - - - - _ _ _ _ _ — T— _ _ _ l O Dole 2yCampkled USP 9,aF JAN 2005 m 19625 SOUTHVIEW AVENUE 1 RIGHT SIDE E L E V A T I O N SDUTHOLD, NEW YORK 05� 003r N� No z qcqb 2t - 1/4" = 1 —D Sheet Number A — 5 �I I 2" X 12" RIDGE - F SIMPSON HURRICANE CLIPS ROOF TRUSSES BY OTHERS * 30 TEAR IT1<CTURAL BRUlIOLES' BT TA11*0 OR APPROVED 'EQUAL - ,I 2" X 6" COLLAR TIES ® 32" O.C. W/ R30 BATT INSULATION * #15 ROOPERS FELT * 5/8" RIE CDR PLIWOOD', BRiA'T'RIMIG (MENU` LOCAL CODES)'' SIMPSON HURRICANE CLIPS SIMPSON HURRICANE CLIPS * 2^ T 12" ROOF RAFTERS 9 .1i" Q.C. (lase plans) -1 * 2R xO10"TRBATT IO JOISTS S 18 OCR# 12 10 T 1L U217�OBY OTHER p . . (BLIP p�M141t) * (see laD SCRERFiD I 2' X 6" COLLAR TIES ® 32° O.C. 2" X 6" FRAMING UP TO MEET ROOF RAFTERS • /" F ' BY OTHER oW 1!(ASR ROD e QLATIOSI (R " 3R)- 12 * 1 2" GTPSDW BOARD 'S'1!itiOERRp; MID: [ 2'-D" J 21/2 2. W%I'SNOWF AND ICE SHIELD O.C. 2._0.. PERFECTI 2" X 10" ROOF RAFTERS 0 16" O.C. q 2" X 10" CEILING JOISTS W/ R30 BATT INSULATION . 1/2^ SEi1"pRYOR FPLLYWOODD SOR �two, TO TO ,FLATS * 2" x 6" FIRST FLOOR' WALL 'STUDS S;It" 04C. , ;WITHDOOM top * 6" BATT INSULATIOEN AND JR-19) "' .BICE I, . J881 JtfBt Stfip SBtA SIMPSON HURRICANE CLIPS • 2" x 6" SECOND FLOOR WALL STUDS' 0 16" O.C. , WITH III T/PLATT/ SND FLOOR -- w « 6" BATT INSULATION (Ra19) II LL DOUBLE TOP. PLATS AND SI}OLE' SIIOE E EV.20-0a �- • 1 2" GTPSUN BOARD - STAOGERD i SCREWED (2) 2" X 6" PLATE 3 J / NpWTION 2" X 6" WALL STUDS W 2-0 MASTER BATH 'ODM a BEDR 0 3 BEDROOM #4 w 1/2" GT name (ROTS sIDES) SSD R19 BATT INSULATION m J b s i SCHEMED (2) 2" X 6" PLATE • 2" x 6" NAM STUDS S I6" O.C. WM ' 36" HIGH RAILINGa a + J 2.-0" DOUBLE TOP PLATE ASD` SINUS SOON - CAT S'-O"+ NULLS, c> a 5-8" a, F74OR CONSTRUCTION - ,�, W1.80 SERIES FLOOR JOISTS 0 117/8" DEPTH * FINISH FLOORS AS PER PLAN W180 SERIES FLOOR JOISTS O 11 8" DEPTHME R30 BATT INSULATION * 3/6" T i O PLTROOO SUHFLOOR OLQED TQ 'FLOOR JOISTS • W.I. a0 SERIES FLOOR JOISTS i 32 7/S""DEPTH S 16" O.C. i * BRIDGING AT. IIIDSPAS AS PER 'MANUM'. SPECS FOR 2ND FL. hilt 0 1 ^— * DOTlDLE FLOOR JOSHTS QNDER', PARALLEL HALLS ABOVE T ,PLATE " CONT. VEST DTVIM SOOFFIT (URDZE, OVX MMB I� ELLEV.10-0" FOcnmI�ION CONS'j'RUCTI-0 • (2) 21'x 6" TREATED SILL ,PLATER WITR: SILL SEALER 5/8" type z gyp ad.on wolfs * ALURINUN TERMITS SHIELD and ce Ings common to residence * 1/2" x la" STEEL ANCHOR BOLTS AT CONNRRS 'AND S 49'-0" O.C. living space W/ 3" T 3" SQUAMS WASHERS.' MIN, 2 PER WALL. o LIAR RY KITCHEN (311 3/4" X 11 7/8" LVL M * 9^ P.C. TODrbATIOR NALL84 -'(rOPa+ pains) With Trl"RRIOR „ FOYER DER WALL ABOVE SHS8 x 16 P.C.FFOOTINGS*W/S X ,4 , FTG. NAM ETT" (3) fS ASSARS OAK RAILING * " n +. (" 3 / * ` P.C.win 31-0"SzaRR below s 6OdS)IGaGAPSMtA) TWO CAR GARAGE SR WL 80 SERIES'FLOOR JOTS S O * 6'Mil �ACTTb 6 VU BASE - _ R30 BATT INS LATION • DARP PROOF FOUNDATION SNLOU GUM DOWN TO POOTIROB' FA6CIA - SOFFIT CQNSTRUCTION 2" x12° RARE BOARD 1 2" x 12" CONTINNUUALLY VENTED SOFFITSFASCBOARD � GRADE (2) 2" X 6" SILL PLATE * ROOF ESAW/ F AHS GUTTERS AT ALL . W) SILL SEALER AND (3) 1 3/4" X 117/8' LVL BEAM (3) 13/4" % 117/8" LVL BEAM ROOF BLOPNS w/ FIBERGLASS SPLASH WACR8 ALUM. TERMITE SHELD - RIDGE VENT 3 1 2""STEE4, X 12' COLUMN 4" PC SLAB W/ 6" X 6" X 10 GA WWM "' g NEW I)" P.0„FOUNDATION WALL CELLAR W/24 X 24 X t2 P.C.FOOTING 2 X 12” RIDGE W 8 X 16 P.C.FOOTING 2" X 10" ROOF RAFTERS O 16" O.C. I] 2" X 6" GEEING JOISTS 0 16 O.C. 1 S E C T I O N P.C.FOUNDATION WALL 12 W W/ 8" X 16" FOOTING � 21/2 SIMPSON HURRICANE CLIPS A-6 i/4" =I-0 r - -I - I _ _ _ E EV 27.-2QVERLOOK / 4' P.C. SLAB W/ 6" X 6" X 10 GA WWM 0 ELM 4 '7 CONT.VENTED CEDAR SOFFITS A-7 I 2" X 12" RIDGE - r SIMPSON HURRICANE CLIPS W140 SERIES FLOOR JOISTS O 91/2" DEPTH r ROOF TRUSSES BY OTHERS D/SOLE 2" X 6" COLLAR TES 0 32" OL. r W/ R30 BATT INSULATION E EV. 19'-10" L � I / SIMPSON HURRICANE CLIPS SIMPSON HURRICANE CLIPS - T PLATS OVERLOOK 2" X 8" CEILING JOISTS 0 16' OC. E EV.19-0 2' X 6" FRAMING UP TO MEET ROOF RAFTERS 2" X 6" WALL STUDS W/ (2) 2 6" PLATE 12 2" X 6" COLLAR TES 0 32' O.C. R19 BATT INSULATION MASTER B DRO M 2" X 10" ROOF RAFTERS ® 16" OC. b 2" X 10" ROOF RAFTERS 0 16" O.C. 8 2 21/2 W/ SNOW AND ICE SHIELD m / - - 2" x 12" FASCIA BOARDS B/SOLE, W1.80 SERIES FLOOR JOISTS 0 117/8' DEPTH E EV. 11-0" n T/PLATE/ SND FLOOR 1 j 2 CONT. VENTED CEDAR SOFFITS E(EV10F 0" ELEV. 20-0 (2) 2" N 6" PLATE 3 1 3/4" X 11 8" LVL BEAM W/ 2; 1/4" X 11" S EL FLITCH PLATES. T GGER T 2' X 10' CEILING JOISTS W/ R30 BATT INSULATION = 2" X 6" WALL STUDS W/ MASTER l,THROO 0 24" Of. J BEDROOM #2 R19 BATT INSULATION 'REAT ROO Q J O Z O 3 6 I o w W180 SERIES FLOOR JOISTS 0 117/8" DEPTH W1 80 ERES FLOOR JOI JS ® 11 7/8' DEPTH °' W180 SERIES FLOOR JOISTS 0 117/8- DEPTH R30 BATT INSULATION � o _I T/PLATE " >a ELEV.10-0 (2) 13/4" X 117/8' LVL BEAM W/ GRADE 3 1 3/4" X 117/8" LVL BEAM W/ (2) 2' X 6" SILL PL TE 2; 1/4" X 11" STEEL FLITCH PLATES.STAGGER BOLT W/ ILL SEALER A ID ® 24" O.C. ALUM. TERMITE SHI LD 10 GREAT ROOM NE{ �" PC FOUNDATION WALL CELLAR R W 8 X 16 P.C.FOOTING B" P.C.FOUNDATION WALL (�` ^\ W/ 8" X 16" FOOTING WL 80 SERIES FL OR JOISTS 117/8" H \ E C T I 0 I V R30 BATT IN SUL TION 3 .J A-6 1/4" GRADE a" PC.SLAB W/ 6" X 6" X 10 GA WWM (2) 2" X 6" SILL PLATE W/ SILL SEALER AND ALUM, TERMITE SHIELD NEW 9" P.C„FOUNDATIONWALLCELLAR BRIAN A. RAPP R .A. ARCHITECT P.C. ArchitecPsSeal Revisions W, .C.FOOTING 4 Nan Place I ( 631 ) 544-6340 FEB.01,O3 Kings Park, New York 11754 FAX ( 631 ) 544-6358 �FREq AA� i4 8" P.C.FOUNDATION WALL Me Or'gno0y Completed NEW � 2 SECTION W/ 8" X 16" FOOTINGO N 625 �OUTHME OVEW AVENUE JOHN ADO JAN 10, 2005 *gym A u Job Number SOUTHOLD, NEW YORK 05- 003 4" P.C. SLAB W/ 6" X 6" X 10 GA WWM Sheet Number A - 6 30 YEAR ASPHALT SHN%E TO MATCH EXIS WINDOW PROTECTION COVERING FOR WIND BORNE DEBRIS 40 YEAR ARCHITECTURAL ASPHALT SHNG4 W/ 5/8•CDX PLYWOOD ROOF DECKING (IN PLACE OF HURRICANE GLASS) LSTA 36 - 36•LONG 18 GA S - 'x 14"Roca, AS PER TABLE 3.10 BD COMNON ROOFNC NAILS 0 6"O.C.0 PANEL EDGES (3)BD COMMON NAILS-EACH SIDE AND 12•oC.AT NTERME0IATE SUPPORT PLYWOOD STRUCTURAL PANELS WITH A THICKNESS OF NO LESS THAN 1/2 INCH '? ' N THE PAFEL FELD W/5/8'COX PLYWOOD ROOF OE AND A MAXIMUM SPAN OF 8 FEET, SHALL BE PERMITTED FOR WINDOW OPENING TRUSS DESIGNED BY OTHER PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE z x12'RooF RAFT SLPSON iB LAUGE H 1 PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE HURPoCANE CLWS - - - - - - - - - PROVIDED. ATTACHMENTS SHALL BE PROVIDED AND DESIGNED TO RESIST COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH THE PROVISIONS IN THE NEW YORK STATE BUILDING CODES. '00 BATT NSULATION � I A$PER /2'GYP BOARD SCREWED BD CONNON RODFNG NAILS 0 6'OZ.0 PANEL.EDCE$ ! WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE AND 12'01 INTERMEDIATE SUPPORTS )2' X6'PLATE FOR WOOD STRUCTURAL PANELS TO COVER WINDOWS NTHE PANEL FIELD CONT.VENTED VINYL SOFH 2$MN, - 2•X 6' WOOD STUD WALLS WITH R19 BATT NSUILATION TYVEK BUILDING WRAP FASTENER SPACING 5� RIDGE C O N E C TIO N SECTION - ' 1 2"CYP BOARD NTERgH' V 'I 1 2'E%TERgR PLYWOOD SHEATVING TO TOP OF PLATE 4 FOOT 6 FOOT I,I . HARDPLANK CONCRETE SgNG PANELS FASTENER PANEL SPAN PANEL SPAN PANEL SPAN A-7 t - ,'-� ' !' ROOF TO WALL SECTION TYPE < 4FOOT < 6FOOT < 8FOOT WOOD SCREWS16 12 ' 9 ' , 337 1i 1 — HOUR BEARING WALL AS PER ANSI UL RA O.C. c " 2'X6'WOOD STUD WALLS WITH RI9 BATT LJ1iU.LADOl 2' 1/2" $ TING. =�ESIU� O. U ( WOOD SCREWS 16 16" 12" 16 O.C. 16 ��' it - - - - 42a PLATE CMON NAILS PER EISTUD 8 - TABLE 35B II I W180 SERFS FLOOR JOISTS 0117/8•DEPTH 016'OC. THE WOOD STRUCTURAL PANEL # FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF W/ 3/4'PLYWOOD SUBFLOOR Ili CS 16COLEDSTRAP * * WHERE SCREWS ARE ATTACHED TO MASONRY, THEY SHALL BE ATTACHED FLOOR TO FLOOR TIE - - - - 'IP 48'01 UTILIZING VIBRATION-RESISTANT HORS HAVING A MINIMUM ULTIMATE CLEAR SPAN PLUS II' WITHDRAWAL CAPACITY OF 490 POUNDS ' EACH END LENGTH �' II 22- 10-D TOTAL NAILS III PLYWOOD SIZES 2042 4'-4 7/8"' L X 2'-1 5/8"W Q 1/2-GYP.BD 2052 5-4 7/8" L X 2'-1 5/8"W 3 2 1 2" X 4" STUD WALL FIRESTOPPED w CW 25 5'-4 L X 4L X 2'-9 5 1. NAILHEADS--EXPOSED OR COVERED WITH JOINT COMPOUND. GARAGE SIDE 2' X 6' WOOD STUD WALLS WITH Rig BATT NSIILATKIN C 245 5'-4 7/8" L X 2'-9 5/8'W CW255 4'-8 7/8" L X S-1 5/B"W CXW 145 5'-4 7/8 L X 3-1 5/8"W 2. JOINTS--EXPOSED OR COVERED WITH FIBER TAPE AND FLOOR TO WALL SECTION 2 CXW 16 6'-4 7/8" L X 3'-1 5/B W JOINT COMPOUND, EXCEPT WHERE REQUIRED FOR. ` 1 FWH a' "'L X 4'— 11 7/6"W /L X 4'-111/4" w AN 511 P-8 1/22 3. 5/8" TYPE X THICK WALLBOARD, 4'-0" WIDE, APPLIED VERTICALLY 1" i P5060 5-117/81 X 4'-11 7/8"W 4. 1/2" TYPE X THICK WALLBOARD, 4'-0" WIDE, APPLIED VERTICALLY 1 P 4060 3'-4 13/16" L X 4'-11 7/8"W X 6•WOOD STUD WALLS WITH R19 BATT INSULATION P5060 4'-11 7/8"L X 4'-11 7/8"W IF.BID SERIES FLOOR JOISTS FWH 2780 8'-0" L X 2'-6 1/8" W 117/$-N D:PTH 0 16'OC. AFFW 605 5-9 1/2" L X 5-11 1/4" W MIN OF 11/4'X 20 GA ASTM A 61 2'-0 1/9"' L X 6'- 0" W MSTA 30 BY SIMPSON 311 BATT INSULATION A 3 STEEL STRAP NALED TO STUDS W ��III (635 GRADE 3 / (4)BD COMMON MALS.STEEL STRAP 5 10 - !' BE LAPPED UNDER BOTTOM RATE,WITH 3. ! � SQUARE WASHERS ON THE ANCHOR BOLTS. 4"VTR I — — HALL BATHROOM MASTER BATHROOM I. 2 COATS BITUMINOUS 111/2' i I 2,1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _11 Wt l I DAMP-P OOFNGCSArA 6'P.T.SILL W// SLL SEALER T' - - - - - - -APPROV�" UM TERMITE SHELDI I 2"I II 1 II 18•STEEL ANCHOR BOLTS AT CORNERS 0 6-D'D.C. 1 112• II LAV LAV I I I I !IGRADE 33A I 2 I 1 I I I I P.C.FOUNDATION WALL W/ IUB VIC I WC ' 1IL (2)#4 REBARS 0 TOP,AND BOTTOM of WALL 4•VTR _ J I Imo' _ J q7 BATHROOMr I co 11/2' 2' co co " WALL SECTION - - , - - - 2' 2• 12 1 Ur LAV 11/2" I I Kitchen sink wasting machine 1 2' 2• C I I FAI 6'Min above Grade Vz mow sl GRADE T- ,3" - yl _ _ CO 3' 3 11 •P.C.FOUNDATION WALL W/(2)14 REBAR 0 TOP AND BOTTOM OF FOUNDATION WALL I I P.C.SLAB W/ 6' X 6• X 10 GA WWM I - ' it i •�� I House Trap KARNAK DAMPROOFNG I CO CO BELOW GRADE 2 COATS BITLW40US CO DAMP—PROOFNG CSA APPROVED. - _ . . W/ 2•X 4'KEY TO X 16•P.C.FOOTNGw/(2,/4 eburs PLUMBING RISER DIAGRAM 4 4 _ ° li NOT TO SCALE SCWA approved septicsystem AfChlled: Sea Revisa S BRIAN A. RAPP, R.A. ARCHITICT P. , ,� F 0 O T I N G S E C T I O N 4 Nan Place 631 544-63 0 �ti�� qR'111 Kings Park, New York 11754 FAX 639- 5446356 ,/� PLAN 4 Dote origndly Completed' ��a h^ 1— —n NEW HOME FOR JOHN HURTApO I 1 m 1 „ 2005 � II 19625 SOUTHVIEW AVENUE ' ,r SOUTHOLD, NEW YORK 05ob Sheet Number, A - 7 Ii1'I Ii I 1 , ; I � I Ir ' s INSTALLATION DO'S AND DON'TS FLOOR DETAILS CATION FOR SIMPLE SPAN JOISTS DO NOT DO HOLE LOCATION FOR MULTIPLE SPAN JOISTS HOLE LO Da net drill Dr cut flanges. ATTACHMENT AT END BEARING F2 BLOCKING PANEL EXTERIOR DO not drill or cut flanges. go not(ot drrill o' o,mm.laagmAlama F7 wmmlPmvanu-a5a, I ± „ 1' a Noma110- - ,. elm.m0�cmn Chart dImmulan Is minimum dlslan°a In last and Inches[ram Inside lace of support to nearest edge of hole(2.6 equals 2'-B"). 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'G�`r §S' .{, _ 24' D6 16 26 4-0 56 66 76 e-6 9-0 10-0 11 G P4' DB 1-0 2.0 3-0 4-0 5-0 66 7-0 73 e-0 a aper s w mmuaue LL(nmr ti,8 ^'d }s 4 r s . rr 'H 7 '0r},,.A2-0) rS1� 'y 'a r, r - ,t7-o mWwmmlwmv,pe, senw OEM ! (c9�(�_rkA d.a " 6,�_��-a;,.T- .i, p_.f,r.l ll_. to Nor . , . 261: '.•',0-0. _ 04• 1-0 ' l 3-o I-B -_ hW WNLuheYb, 1/14 SI%^� �1�ra-yv` vm+v �. xa.om�q 2B' 06 i-0 28 4-0 B-0 7-0 ab 4fi 160 116 13-0 pp, 0-B Ob 1-0 1-0 1-0 1-0 2-0 36 4-0 ,. ,,• ., .-,rho +Jp xRt;+ fia7,rDr,.uiv.G,Gi;:n17 ;.3�r��t.° l�tpY.,'I�,i12�6112w A%I'��''•....... �Is:_, ii : , 3g,, O:fi Q6 1-0 1-0� ' .1-0": , ,,'4 TNTiI1 in a2'nYl% LV'N:��"�� IJIWIPl:'.✓ 41:br15.r .P. .,xr. a on �•� hlhmwa uamu sme.mmrorAlxw,pnqummmu 32' 0.6 1-0 1-0 1.6 4-0 5-0 76 B6 96 118 13-0 14• 0-8 O6 1-0 1-0 10 76 1.6 16 1-0 2-0 2-0 2-0 c3/.6 4�-0y I ..'aeI:. r!: 16 �,1 ••, 1;¢ f f< av l�Dt,`sh9il`D#!i' T?'1sf4IXr`ii I nim •. �Wv I uIWtMIaWMq:MPNYmWINu,aaAIM IaWLt°W. , . ,y, < a4„ s.t .;B &yJ;•4n,,, 1 ¢ . 7.B. r^'' .?`.a., ._ „ 4, n 0=fi'• ' . BB,- 1-0 ', "',1.0: lids Y6 o III--- _;_, . 4 Il, O,y f;�I '"}zr.4'. . d: ._: ._ - ,,,..tx.. ,�`:.'• .�+,., ,`6.9., + _. 70 FIBERSTRON6` DECK 16' 66 1-0 1-0 1.6 ib ib 2-0 3-0 3-0 4-0 5-0 5-0 G-0 jg, O-8 O6 1-0 1-0 1-0 16 18 2-0 2-0 ,.3-0 4-0 . 4-0 5.6 6-0 maaavraParpPINT BOMOClASURE FB ,.m'T: 1,1 ,I, T4 v 974'6c tib -0 + 11"�v',..w6„� �;p,vrwallhu.nuu.nwWATTACHMEM Nw.wm • ^ �p pB�, 7�' w '6 '� 41ve• 2¢f . 96y.� A+4 . . Y -J,v vas...'K' 1!,• .1�f•''„,.� '20'.. 0.6 Dfi 1-0' i,0' 1•q ' 1$ , &OI r' 0°' U , lNong. ]�uYl,'lio' GPSO^h° 28' D6 1-0 1 46 s 5£ G-0 6-G 7£ gS 16' 2T. Ofi D6 1-0 1-0 1-0 2-0- 3-0 4-0 eC c 5-0 B-0 B-07E 6-0k Ire DZ ,, ,,�• '. '7-'6 " 76 r' G'@ .l�di,, 24e . Q+6 D'B_ 1-G 1'D 2-0' 3-0i:� ' 4.p _,SdY. 5•p'. ,Fbd iAd. a,Prlmh" is "r'v.E °ua'+!.'h%-.s ',af �,Ql:.�'v.'�r� , 4.1.61,-, abf' '. MOT. , 4¢ S0.„ I-�,. _ DQ OL' D� A'Avs"wnh`. Non fwry LL 24' D6 t-0 1-0 1.6 3-0 36 5-0 6-0 66 7-0 9 G J-0 10-0 T 11 G,.., 26' 0 6 Dfi 1-0 2-0 3 0 4-0 5-0 6-0 66 7 B-0 - 9-61 t0 1 0 NOT -_ ___ ��r P , .e y_�� ra@itd(n��l �.;. 'i„ 4611, ;,6'G,' .,16'6 , ',..7't' '„ @ed ,:.9;8,. ..v, Si166r 12040 '_ 5-0.� 66 . ;- ;g;8' 7.6 @'p M' ___ tlN•nn ° ;AlM.,a`�2SB 28'. 0-6 O6 1•e 7-0. 1-6 ' '3-0} L. L6-0 .1. ..`„.. B6 96 160 11G 136 - 4-0 4-6 6-0 76 76 9-0 M-6 alum m,we 28' B-B 1-0rM 1-0`2mrv1-6 3-0 5 7 M1G6n q-8 :I70' 1@U 'f,1-0 , 116 i :13A _iiG 32 06 o- 1-0 •16 1-0 1-6 .,. ,.'16, auwwun r'{g^ >' (<- 8 '• _., i 16 1.0'• . 1:0-1 'I6 '"- B. iuspwn ;C^'AL' klfi�x U1?d ,111Ahb1 w 20o- '14Dr; A m utsieeaco olvwf. Dfi 1-0 1-0 16 16 16 4-0 5-0 fi-0 B-0 9-fi 10-0 12 D f 136 NOTES: EXAMPLE: - cpArs�mny al.wnwdnp F r Yi ";1 pIY,r.1nA ,,$@i:- 1.8', 30.. 'k 5'1(}-- ;e:fi . ' 3-0. , ' 96 .i .`7�°Or - 110+'�Jg p . 'r45-0• huhwa,uhpu 'm P' 1.Hole lecatlUns are based on Simpta Span lolsts with unilOrm Moor loads of Determine the allowable lDcaOon ole 9"round hole In al4°daepjost which sem° uu°rummy 5.For joists with more than one span,use the longest span to determine hole 40 PSF live load and 10 or 20 PSF dead load,spans from pages 6 or 8. spans 20'. wmmnlm WYMr.m y . NOTES: ummw.uv . ` nuawao location In either span. 2.A18"hole may be placed anywhere In the web of the joist. Enter chart In the telt column and bntl 14"joist depth,move[o the fight I r Wme[o.am m mu I°Pw 1.Hole locations ore based an worst case of simple and multiple span and find 20'In the joist span column and move across the chart to Intersect ara "`p. muhmm,m .�" conditions with uniform floor loads of 40 PSF live load and 10 or 20 PSF EXAMPLE: 3,The longest side of a rectangular hole shall not exceed three-fourths the the 9'round hole column.The nearest allowable location to either bmdng is� dm board xa Pr an,u.ewmvx•aam.w aPamshwe• m,wame•m tour arlmw Ib°usnwwuunmamu dead load,spans from pages 6 or 8. Determine the allowable location ala9"round holo lnal4'deep lolstwhich allowahio round hole diameter. 5.6 or 5'6' anuu.lot a „msmm mm mrmumPwa,aPuml mmmu 1Pnn•x •Ail No,wo.sSmpume has multiple of 16'and 20`. 4.For multiple holes:The clear distance between the holes must equal or awsup a•homw, ream Lala g'j!A IYa"hole may be placed anywhere'in the web of the joist P Marv,uDpad Buser smite, 4pmtl Rath Gumalmap Nolavmwtlm roll a9lmu mom mumem.m.4maeyw,me na 3.The longest side of a rectiongulor hole shall not exceed three-fourths the and End Chad In me jest scolpan mnand find mo14"ve cross thti,e move right exceed twice the diameter of the largest hole,or twice the longest side mm, ,7a� .mgg%.Nt emm ww,lmmm� and End 20' h le colu span column and move across to either r eating i of a rectangular holo. mo onahame madgeflimay as un allowable round hole diameter' the O"round hole column.The nearest allowable location to Dither nearing is -- IalWwmisnxxNall aY,o-n aeaha4a,wm,a.mlma 4.For multiple holes:The clear distance between the holes must aqua or 6-6 or 6'6': exceed twice life diameter of the largest hole,or twice the longest side nl A mri MmOar IMA FLUUH DETAILS n/Ito" ,f 41: OBLOCKING PANELS USED FOR BRACING Fg BEVELCUTJOIST CANTILEVER DETAILS ohml banml ... Gmminarw4rNvdlh mlhrry,•mdhrWe) mwemmAwaa Cl %.hmaAanwem,emn- O INSTALLATION NOTES �M m�ma+mopn aAwagmn lmmapmn Cl CANFILEIIERUNREINFORCEO Nouvomnhm aa4,mu FQ C2 CANTILEVER,REINFORCED bglzjW.0 lymwamasu,anumm ngmmarm,umaw Single Shlghing(Opgnn l) - bawlhb]m upm++.rlTUNaawtl I` 4°anwne l°r,'ma[Atla, 2xlmh,muaM1 haa,a I krmbmWawNlhhhl lmmm a{ olmnGlmne a,a `RmIll111 ad a N.vvcOw fhalse° rmunN@aJ F. cmaavq m,[AVImdpAl°r a°fall@p°gW,eJannnhven amc°nLnwnO H ' I =mDnam,gwPwm ms,'m.anuu.maamnntl.m. A. Exceptfor cutting to length,lop and bottom Manges of I Wood I Beam"joists shall not be cut, drilled or notched. G' 1 B. Concentrated loads shall only be applied to the upper satiate 1. - :�� 01 the top flange,not suspended from the bottom flange. A '- t�,�;�, Contact G-P for exceptions. ' ' - - � C. Any fastening,resistance t6 uplift or member not specifically Nox.19mm.m,wmw.mwm°m a, ' fs ' �^ detailed is subject to local approval. - •' ' m,n,uhm,a2&% mwadmem ' 4•mnxr alWllrlrgal.ua Id= \ I 'r�' ` .•• a e•Ph. Na. vmoare -hw4mP \ e .a:. 0.When nailing sheathiPg to tap flange,follow sheathing °r.<mhw nq°IMy ,.,r'�� 2`0' manufacturer's nailing recommendatlgns,but maintain PPPn 'gam°w,mnoam.v ml - •' +:��pr spacing In the ranges shown below: ralid thaw v�wapm,sPa 1U 221Z ARA- „P.tEq Tree umunnl �. x1 al o. NaIftolff, "°{ „lvie Requ _- rmvard n°arsuaq' zm•mu NnII SPadnpnd 600 d" Y emeueamhn,uyumruamnpdu,e.uum m„mm�aannha. co.alaw ewlalmmmmrmanlm.l.e.mlmmnh,mthm„wlate. lith Aev4 nlumtl hl,aamraPPm,wmempl trema °Meow e ma mhwmrangmara. / 10 and 66 Sod"and Nor BO I xhw wmrelae•pm °I lith mwmoam+mmahleaulmr. �C Nail Sire M� F9 BLOCKING PANEL INFERIOR FIP SQUASH BLOCKS AT INTERIOR BEARING maM,uw.r#Nthm4•4. V,nkYmm Vvelp•fIMpIlnuLualgbm muaawW G vNno aadonalr-xoa,P 1aaauaallod A,uNawW ,nalMwaatltl X°IwfP'S4rvyt NnewErv,erz,/•➢n•,LmuoNY,PUss°em' MNanmlmgmm menthol 24• 4atl quYp,au mUU uaa ttv,gwm lam arwlWv. Poram°r eonNllPna e°npp emrytsPasllte. yn.pepNmul mllNwl°eeepNolaula,LLNaPamsllmgnwaeentilm4°c 4• I _ tt mauonn wamm+,aaory Arad ugvnilhrmunhnhw• 8d18tl,12tl hluYWa°l,�wmorhwhhdw• ( NOTES: - Cg CMmIFJER REINFORCED DOUBLE REINFORCEMENT NAILING PATTERNlad, , ` Double Sheathing(Option II I.Box Spam common nails,size,lid or 12d: wwlrw�gymrumrwa.Pm' L I No ecthan 24"04'ou {. , Na 11'Y1NNm muaptm U+4j,.i�`'i . mmpwawwiiu xmmoma wan im,wwmw No tole than n ng(agg.. 1 ,n.�R . 1°c°WPn L°Nlroli laeio[°,mlur,Wl %-0i]WVwNVA1Bnm'x°aAq PaY,lenrealLtIJe O F1eloY- m mvmhlhmlm e.uur7lnmlMuanlmnrsanemPwwmp G auwu,mmmuchcanwm4mhn 1^vi r: 2.Ilmorothanonoaggered. ismqulmtl,mwsmustheallsotby FTTp•: aameppaac mrngwnewun In.'onaaa m.aanamlmw mmea.m,allanp,amlesmmD. b f( 19Tf'+ i5 at Used Y'antl staggered. pW mrnYlmaumwwe YW %r Im4AWmueentwurry .yl {lu r ' i 3.0°not use Path lather than 72tl commons wlfon aKaWnO • • lj'�GL shwNing to IlanOes of Wood I Beam loam. 4.14@ambo staples may be substituted for Btl rhos if staples patients ` No joist alleaslt'. I �j-.psJbs-, pa4+iK - E. End bearing length must be at least VAN.Intermediate tj3P�525 ' 9/14"J°�%4 '1 •x...aama sgaama -mmm hearings of multiple span joists shall be at least 31V `�ta.lµT Iip6efE pt.lE N eu.rupm as mwmml x'4 t , - .. N mmmue•ac(w Nor „� � e �mmwe°�ve , E Engineered lumber must remain in direct contact with amen nlawmus, P '1 Ills AmmmP Imu+mmu x.P'aa°n xsnr,ve• 1I, li G" j�GX o u.Pw•+e I eadnowo,oawlron.hrGtmmmm �' concrete or masonry construction and shall be used In dry ( _ ah„swn � use conditions only. •aoo-maly YYan,uln.M.awlamtmaPL (y.ala,ImaN.ta°MIW.aµ°Wwae,anl,u,u°I alaYlYaYmal. ambma Y4m.a 5" G. Wood I Beam]gists must he restrained against rotation at the ends of Joists by use of rim joists,blocking panels, _ E„,� 5.T „P11 DOUBLE JOIST CONSTRUCTION xw'tesla,pNnbavaw,alt,nnt•mmu,nllun(momaluiwMllmWA+A°Wmc°II°m omwmwmau,un or cross bridging.To laterally support cantilevered joists, I,aeamanuWawsmpuaugaa°,mmPsu4°camalmvuPmmPn°.ssw°Illmq.m.wwwulw o.w.hma emml°emeal blocking Panels must also be Installed over supports JaJj`Z2 p2"x'�4� l C4 CANTILEVER REINFORCED C5 CANTILEVER,DROPPED mmw,uulmwuuroanw nearest the cantilever. - hial Papain nlW req War nun-0apN FlibraloeHop' Double Joist(Op11on N¢ r whrwlp(dehwfnl.rens° W,r 1-t. b PI Use m deae,Fl2.aa m umadewama&F14 mW01vrY1n° mtleL°11oLom'n1°"Y` H.Addldonally,rim joists,blocking panels Or squash blocks -. Hrt�-.fall»-r(Gmp.'�irpaS. - 7 %blbpmawm4leam`ElhmmpLYlale,. %Iu41 vk/m11Yan-AI°Jlny P•cmla ti+ j,' Nvl,ne,xlmn°IlW ivaol Ai•-�i 1Jt / .. ,l4mo °a`'°01)rawm nlmnglw„yaw q•'r . a cocoa°w must he provided under alldsfror wallsand interior I t 1 'V 40 9M 2%ee H'ptywmtl 2,DaM PIVwead eelmnlnhumemmamrww,munump ,thalamo ar,'macn sa, 1 1^I �Dr.bei � � � ]V ntl 11M z.a.lvalvwnaa ua.r PM,gge Imo'°e aLve.m,mwma,mm.. mmmum,wa,a . rys, bearing walls to transfer loads from above to the wall Go fY 2%e aH'Dlywgae z%lo.H'plywma h`I�( �s( w r3 �' r�,,'' or foundation below. � � �. �. IJ.yS. sense 14 2 .W iplNwood W0,Wpywootl i mmaewmxsu al AtM1 �' ai ', �5 .: vneo na• (Wpb, are Iz1ae Na•�+ r I. Plywood or OSB suhllogr Palled to the top flange ofa 11 (2)Hl0 (12)W , Wood I Beam joist is adequate to provide lateral support. 14 (2)ae (2)2xlz J. The top Manges must be kept within IV Bt We �jE•"r a••L 1••Iorll.Oli=lb TC ]bE .a-1T �o11t•PB`pit•Et- "��.� 'Awt..:Aa.IO. PUTTY: AaLa -No of equal abs mar ba.maaadee rarp4'amml nae and,mraars. allgnment. - I 1) Support back ofw°r during lviling to prevent damage to jt,.. K. In all details where plywood is referenced for hacker block, web-lenge eonnea0on. -�fu, 11 Leave W Dap+•Moen top of filler blocking and bottom of lop lingo. .'-4 vr, "' y?` ^P�`.�. filler block or stiffener material,rated BSB sheathing of the BRIAN A• R A P P R.A. ARCHITECT P.C. Architects Seal -"� - leV60,15 Al Block SOLD between joists for full length of span. `° same thickness may be substituted. .,- -- 4) Pume joists together re nail IMM each lid,with 2 rows of led nails t um a• nom' . �{) ,q Me ` at tY D.C.,clinched when possible.Stagger rows from opposite nmum„ L. In the absence of drawings or other calculations,rate, to joist 4 Nan Place x•a ma 4,E- sides by s' _ markings for PRI'spzn ratlng=to fats!on-center Kings Park, New York 11754 ( 631 ) 544-6340 \�' mmnpuomgwlwnt �xwwmmc uarwl.mmwxauammmrhmmo-l;nmmin+mrmLm..uasmam+mau,u ",PaemAwubmasaewm 'tl°� °'oa,w Pa,a"°°°`au Spacing and maximum d(U48spans.0PHI PSF de ratings assume I // �� Dille OrigF�Opy Completed rJpG��' �"c c>11 Iron+amlanw.;ma,PPPm,ammarowmruum.waeuwnaumxxl ,mreu xmam,mmmu4hcl \ maumr,.mwmhwlhmum' 40 PSF live load(U480)and 10 PSF dead load. II r�//-1'1]✓/r "'7" n°��' �" � ' +mwaulr°clmm.vnmammlawal.mnwlrwM4actwrnwammowmlb�. maw,nia,P°smla ,'°nc,mvo,alrn,wmrmea (Y: m Vi},'�"-.��,1 �1 I �' Job Number 9 Sheet Number LL - if ��qw� -�-��„-,.t-T-`.-,-T?'__', �_�-��,,,.,r-- --_--9`----�""'- `_-^'�7'_'—_+f.-=:--1:?"'"-_ _ - _�T_ _-_ '�".—'- _ -__ -r_ - -_.-r--^— --'^-'--' - -s--¢r - „_kms_-'�-,-,•�.—,_.---_„c: .=.-. --.- „f' � .�,��. Ceding chasing Rabb andiron 69A Rafter/Cedbg Joist R*al Joint Connection Raggoke ats )T — —. ..—._ (P escrlptive Alternative to Table s ) rade 3.1 7 29 Istel krace at s•o.o. Truss or - . Dow Lad :Roof DL=IU f 2:4 cestlrsran t-Joist Connaetlea to Sid Colony{ Lois Transfer RaxLiwL,r Nmene. Plate Through 1.JOlst Floor msJaeowLad 1®cD�ew `' cm..Nam !sawn., i ,gel ` Collinsn{Jt31et System to Foundation 20 pF - . 30 pt fo ver - 70 r CtOnt Jdt mParallel Left U gla.mlar F . a2Ne End Tnr _ 'FwfS9•�IR) RA.WTop plan, cr. oosto . 2-10d Nolle 12 24 % 12 24 % U 24 % 12 7A 36 CadinLcot'o Topplate,eniR ' Nall Joist to Rafler Slope )1OL Rogow Number of IM(bmmm W Od Rea Naga per Nal Joint Cmomlioo''= 'c"` Conn join Law Owe r.dsnw(Faw41d" hoe Tads3&V i. (wa TWk33A) elwbp I + Ra11erS (Fac�Bad) (eve TWb 19A) (w��633y so.hist ' J� (ja) Coon Tb m Rasa(Fa.rert7ed) (we Table 3AA) (eve Table 3AA) pYRb ed ' IL elodmlgb RaM(fee•vr with 8d 12 4 ] 10 4 8 12 8 22 t IS 21 ) 31Bit 6d } at O-8d Nell! at 6v ox. 16 5 9 13 S 10 45 8 IS 22 IO 20 29 Lim evu4m Rasm 7:12 193 6 11 16 6 12 is 9 is 27 12 u 75 '" 'j" x ' - 7 -"loft's'-:'NI .^70K 24 7 13 19 S 15 73 It 22 33 15 29 K TeprkwmTop Tlae (Racaedd) 2.16d' met. 7bp Pkhwt6wamedow (Flowesa0 4_16d }16d 12 l 5 t l 6 9 5 9 ❑ 6 11 17 jc6ee sib - I Stud WSW (Pamwiksd) b16d mild We !id Coolm halls at 10"0.0. 4:12 16 4 7 10 4 8 f2 6 11 17 t 15 22 Baadmm Header(Face.w0ed) 164 161 Is- 12 6` . 27;W81ock rolled t�sagh 193 4 3 12 5 9 H 7 14 20 9 If 37 Top«73dmm namm9md (Badaa0ed) brace with 4-104 nolle 24 5 10 15 6 12 17 9 17 25 11 22 33 Z"(IDt'� 'jyQ.Od wriew '{ OyPIIO BO! 12 3 4 6 3 5 7 4 7 10 5 9 14 3dbm PkMWFI.ir la,BmdjoiKR- Jo or 2-I6V 2.1641° p,r,eot 16 3 6 a 3 6 9 5 9 14 6 12 is llaamng(Fmovatld) _ 20Gagest512 ,, sed Cosier Nelle at�"O.C. tall 19.2 4 7 10 4 8 I 6 1 I Ifi 7 N 21 a u ,xl •-9 10-ad Halls \ „ u 4 { 12 s 9 W ] N 20 9 II 37 n 12 3 3 5 3 4 S 3 1 e 4 ] 10 IdubS3R Tap Plve«OOider(Toaau'bd) 4-b 4104 Endwalll stwl! laidgiagmloin frae4arilad) z-w b1UA Maa6fd Solid block all 2 16 3 4 6 3 5 4 7 10 5 9 3 Bkdmgto Rdst cetailed) Ltd 2401 cubed Backer 19.2 3 5 7 3 6 a 4 a 12 5 10 IS snding m Sill•Toy Pbm(TgMild) }164 +•161 eradHwk Backer for horizontal posts from above 24 3 6 9 4 - 7 Is 5 10 15 7 13 19 ladgaSatiorw tn(Famdlil }1Ad 4161 twia err siding or stucco can to bearing below RecamLedprbBwm(Toea) }6d }164 ,ojnbt 12 3 3 4 3 3 4 3 4 6 3 5 8 Bd Jam m Som(Pad-oal n( }l6. +-164 be added as needed. 6 l 3 5 l 4 5 5 8 4 0 ed7ou b81R«Top lYw(Teenkd) 2164' }164 pF� 9:12 19.2 3 4 6 l 4 t I 6 9 / 3 12 u J 5 ] 3 5 t / 6 11 5 10 15 ,9brmdPamla td [Oil (wa k3.10) i " 12 3 3 3 l J 1 3 3 5 3 4 6 Milo"B°'rd 9lwWm{ ' 1 i-Joist Bevel Cut 211 IY6•al•id• Baa Met!Mild Pa•Plo", Stud Notching and Boring Limits 93 3 4 l 3 S 3 S 3 6 9 I13eoob+ 16 3 3 4 3 3 4 3 4 6 3 5 8 IYIO'«widen }IOd pm i . v, ,, p• z - - 24 3 4 5 3 4 6 3 6 9 4 1 11 Nailing mquim.eng dal be petitioned b M reduced M%ifvalm an clutched Oyparm waBbo.d A Taip7l Qa% = Heei joint caawctxmamooa required when the ridge n mpported by a lndimaiagwell,header or ridge beam designed toleM dic applied "7:'7t. a 1 `5 ,fid, . •d DO not bevel cut Mad'. . 8mmsal Pawb 2e ladl aaalrahas.11) > Wbm inmmledtm"Flua fine mftau pro,,od by verdral mels or pmlina b o lowflowve wall,the tabulated ow!J9lntcoouection Fihmbaed Particle hotel! d Joist beyond Ina de requitmenaand be Pa•sbd to be reduced PoryotNemllY b the rtdmneu u awn 7)16• fid, _l 3 edge76'Sald depth,l/4d face of Wall. No Bearing Above Bgmvdmtmmectmrmesemiepowere6mgJoin inwoo .it.join lapgRm. �1 TdgafNAW' Hole edge /Y ' Tubulated law joint cuomtwv wquxuaomU do nal uclude Ou adNtimd weigh of We ceiling apemblY O3pa®WalmoaN Sd400laa 5dmdaa 7'dplto.3111) customers ,e/e" • Tabdated bwlJoim connst-o wqui,mm@norma mlBngjoim or nBa decor loured at ma bosom of ma amc apse. %inceiling Bamboad Id Sd (Iw7Lhk 7,ln li Outer 1/3 of loomnrnfta dm m noted higher in We.W.apoce,voamc•tong.u.umwd,and the tabulated heel j-ot comeetmn onlarmeate alit Pawkboad Panda dal M I=Management) "M only only be.....d by the mlluwing factoo: Dupmal Scud BhmWke -- H6Mdlameter Cnliog llaldtk'RaofRidge Heel Joim Caoomnon M6.or IYt• lad 2-101 pafypmt <2/Stl Sad }164 praepoa Stud Single Stud diameter , . HrgYlOk7Ha) Adlmammt Facbn IY10•«wider euble rn Shadow Paneb .m . Double Shag j 2 !.`I -,n � ., ': ,ala�._. ', ✓:,� Jfi.' ` 3'r+»;:{,f'1 °11,7Z7, ` n 3 Plat T T V4 1)33 15 1 and 724 Iris 6 dF/ir eftild �- In 12 potr tYwl d ifs 6"dgeJ6^Md - HoN edge Diagonal rand Sheathing d .-2•l04 PamDl v �'I distance a e/e" vlp 1.11 Ila vorwda 1 3•Ipd ' 1-Joist o• WNt 1-JoistBearing Opt Waq N.ilk=.y��a.bawdneww+aamarndre6a.�a6e.vw' ayaH .ueeauas�wkds nch+.n4.Nealan With Blocking ere and With Rim Joist of IWa pawl edge in awn higba ehew.pposse.nlingmqubmnkt.naebaNa�he..baBbdmela4«.ream4o•a+m,.wh,gi char .. - . 'Roof Sheathing Attachment RogdrelOWts for Wind Loads - plaw,ddlbeuaedmmelaW beumiwm destraist Restraint Expe once B wkw all mminek w�a a rt• �Pa�was ®cm .adag awalp 0. ad wdm}Ibamljmmd — — _ — Gaawimnitaan ll vdad l6 w it Wall must be of sufficient T�� width to provide the required wd2jmd(wl " '° I 100 0 L= IM 1+0 1% JNail tooist iILwlth fad boarin length for the Joist. mow , g g tguRnvAL y w...,.,..,- 6 ! R F B F e r fi f' fi P fi F r fir+ at 6" O.C. Shona" gp®g Tonle 8.2 Sill or Bottom Plate to Foundation Connection Rim Joist. h6 .°°m Nail Somme da as look or las Ben MN.linden,°.c)' Nall to 11.with Sd 12 6 11 6 2 6 12 6 12 6 12 6 ❑ 6 12 6 Ii - ggt 8" g)•Q. If 6 R 6 i2 6 13 6 ❑ 6 i] 6 12 6 12 6 a2 -;f��µ< ��V mriar2mr 1*2 6 12 . 12 6 12 6 12 6 12 6 12 6 12 6 12, - -I I 6 12 1 12 6 12 6 12 6 12 6 11 6 11' 6 le permt Mila 9.3ed8ped(mpld', - _ 141 Comer Stud Holddown 12 6 IT 6 II 6 12 6 3 6 1 6 II 6 6 6 6 Detdi - 8 Studs With Po-aooer Ful 2.. 16 6 1 ' 6 12 6 i2= 6 I6,:iz n 6 6 6 6' 6' 4' 6' 90 00 ile. ' lid L.� 191 6 12= f 12' 1 13' 6 6 d 6 b' 6= b' 6= 0 a- Detail L 6 IZ a 11 6 f 6' 6' 6' f' P 6' 1' 4' 4" Connmden: Numbs Roe FSpen U L 9 U L S U L B U L f.efP.vdwt Pake«AaY.Tnw w/Li'oa Bbdc 6 6 6 6 6' 6 f 1 4 4' - of Ift.) i wbf fivdwdl Raker«P.1.Tae wen 6 a _L"6 6 6 6 6 6 6 Regdwd CRseD7 dCOraueetlan emJny'' fdplklnS at 24"o c. egYetIII2ATne10 Slit Plate to 12 50 402 92 403 139 4 .402 190 • 491 1 'I A '� Web stiffener each side Web stiffener each,side shw•hw Sic Itdb/'Bea Bre, hl®)frArMYC�mNek Foundation 16 77 129 126 250 when required. (typical) when required. (typical) m ka-,I parampm 1 2B 107 162 292 370 , O 1x10 err la60kmahmg Ibl# 3 3 3 l l 3 ICnwlSww or 14 130 202 233 370 ' Bolvnenn 28 157 239 730 +70 a4�•,Il Sltlewall - 32 Igo 276 371 490 r dg , 36 211 313 426 E Nal ap.cur4eml cdp•(w. F Nal fpanv{aineaveNaaaorp,a nine prmlfald(m.) 20 53 621 123 NI 206 ¢rg 291 + 6KI� Hold hron t2-16d c�„o„ conthmous 1-Jolst over a Bearing Wall Supporting a Was Above { g _ Fw lo°frhummf wimmafea a(de pamielo- rtla mm;lo°hd.a.ketm.rL ser°hath r.orwW.me.ren wnmelaW rm.rtlusmentmlmew6e x 228 "9 211 4 g9 no 3A1r ,353 '. Milo at l0"0.e. _ __---__--. -- tis he used Neo 332 1 6 149 9 I ( 253 ( I 7 ... - i. •. r ' TM udl 12 one,0 ,=I Recur woomdagoing noened a n6cMxn f w3 m®brn with F:>6.19. Fw among mmin,with 0.+:.' 0<049,dis eve gw:Inp Rlullh�mdt66woEue.o �uW � �J) rI ✓= Closer stud 'Load bearing wall above = Tabtaw 6Inchoamitmcml aaamea abmmef'mcbd to n6ennew 6a®ranmI a.a(3>OAT. Faftwiho hna w160.A<G<u49,aer6 2L BI 960 13J } 90 ' 2" 960 422 90 • oenlMeted tri R6dl be ada«I aflvchnes. trelrfer show ,w (stacked over wall below.) 'PpC1Oe 3 32 lU I I 270 3n I 497 >T ,� hbdamd 41wh..n nW wwkt fawmn mmmmgawrbed brallaRl°Yfa fnmira,ombm nm 0>049. Fa6aely•Rmhm wM 0.12<G<0.49,ale W - w-ww dull be tedmd b3lmha m, 36 143 276 4t7 572 J'. Tdaletdwl b'tend uaumeabua0aglcwleduP.•wm B. w jag, Nall Blocking to Rwlffi Wall Bono. nate 12 50 143 421' 92 176 '"421' 139 713 421' 190 234 421' 4�1 fid at ti's O.O. to Foundation 16 n _ 129 10 z� " �+ 1 20 103 165 310 370 Wali Sheathing and Cladding Attachment Requiremrets for Wind smbon 7 de) 24 130 202 Loads - Exposom d 28 157 239 430 ® - - - 32 111 276 490 'I Web stiffener each side 36 1u v3 eats 771 interior Stud Detail Top Plate Intersection when required. (typical) M en ue 114 120 136 40 m 89 Detail Joist blocking sufffceflt 7'"'g•ooe°a 2+ ss 1+3 421= 138 n6 411' .7e3 421' z91 154 41Y' i f -- to support load 211 lu / iW1e.tsA I�3d[e T..rnastr.r Rin .�pya^agar.■ B r e F s' r e r e r B P e r e P 2 36 � 2943 493 767 '� 1 (Pmscdpdve Nternelhe to TSB 3l1 + rad alone - -__, --_— --- '--' —" - Shwm11t14tw1w' (aehr,oc) li wmmtiadsleoe mead Cs®wNa11 ailusn/sa0oiaauJ' 28 31 U3 421' 123 176 421 717 217 411' 422 ° 7S4 4218 t a.+ raerr+bm-lawr - 3 32 114 I I 230 I I h7 I I 497 7ra...+c.. awn m m Inn ne to Inn xa b IT 6 12 6 I2 6 I3 6 Iz 6 i3 6 12 6 11 6 iI 36 142 276 5"17 772 '4 Istel r+ Ifafw..' mw"'•'" IuaW Zma Ib 6 12 b IT 6 II f I3 6 11 f (3 f 13 6 11 'UPlow opD 09 amae.ra' maty 4+yr 6 f le 6 I3' 1 - i 06dlel%us lnWer "o'at's u + 24 6 12 b 12 6 12 f 11 fi I3 U = Cumtechicupliftmad. ' 16p Dhde , f f _ _ • p • s 12 6 12 6 12 6 I3 f I2 4 11 f i2 6 it L 11 L Caonxay ltbtri los(perpenNndlpm Ne venin. - a r = x _ I f • a-sAaPm Ifi 4 12 6 U f IS 6 I3 6 12 f 13 6 13 6 Ila nx at i 1 • ' _ ( ' ?• 12 ''f 12 6 IS 6 1T 1$ b t2= i 11' 6 IZ' S Conemisr chew toed(pralklm the wdq. t a = f ^� m a s s s a '1 a • Anchorage required m main lateral lode fhil be detmrithod the fousdmiesdeign pw SteWmt LI.4.� J \ 1 r , _ • spAimginA77@NtrLA! Tabulated uplift mgmr•nea=afawme atmOceiBuL dud lead of lO Vol Q/7a15 paP). \�•��® If s 1 x = gy,�nr glen ga6eg 8p.d6g LBokaal4®ha Mad r_Naga IN ' Tubulated uplift and la«d connection requimmen4 aMu be paradiW m be muhipped by OStud 0.t7,i1agdeWelr,Pot 6albhlg fend a � s = 1 = ' m x x = _ • • ' Cmabm ac) to Sarpw loeewdenedslmm ofbty nal{mmen. ,I 4o v x x = s = • s + 2 2 2 1 3 3 2 7 ' Talnited char capacity tegsbemmu waureeawall abemcapmi=y M421 pif(wlkdawl6a{'MI►7736'teug1ti11Nwlhlo((LWahed wad' a 2 = _ ; s a z D-34 + 911hd.lath 9ad1Y - la6a lJ Bk+mwt 1 3 ednuikapmw6- aprima edgektadl2-minurmediweeopparb} Fkw etMr"IIW Lc fbsm c( ardR v = t s a 1x10« sbmmk 181 3 3 7 3 3 3 canneaion nball hinertaaed. N 1 x = 4 s s 1 R 1c 1 1 T R Nail awcksupmd edau(m.) j ` . , m , x P - Nail apem{.trole,mediale Nweda ion.pend fun(la) 4" ]Ia b 1 3 2 3 n v 1 S , v 1 1 1 _ • Fawdldwlbivr witldvt kaeftkmvua,Nal�a° rwwwGt0A9. �md1 x = = 4s ' Tablalad l31r-ho.c ellgyivifwme duaWvg dRehedaaad 6Rmry mmbm MmGi0A9. P«6miagm�kmwW 04250<0.49, aPa.leP m11b.Mndm6kLue4. BRIAN A. RAPP R.A. ARCHIT T P; Archftect's5ed Revisi0gsj la 1 Fm awrwrpmwatmL gd9aniwd6w°aim abdlMeamlvade he mbadmledtma®mode. r - a 4 Non Ploce (631 j 544 6'344 p A a r W ray nmbedml w mw.k4YsaghrtedkF.Rpmne Kings Pork. New York 11754 fAX 631 544-$�5$ y��p p,�R yrr m l = ser x x x s 4 4 s a nw,wlyr..w.+r�.k+asa.-Rm•a-"a _ OOl!Ofig'ndly ComDl6ted ' n x 1 1 1 1 1 = _ r+r.ewe.4w•d+••rr.rl.afr..oadr,.rerarrakrMRwwn {y 4 o �1 - -t i m 1 1 x x z s = S ..RY.ena—WaawaM6.'�1ae14y1'.. / i( _ --1 vn.an v 1 1 1 z : r 2 • Wwceeralsfaua) 1 u w m r t I J00 NVRxIBf �1 Q'r i; v 1 = z f r = 4 4 soleus. TTv 1 u 1_xm 1 4m i Nia = x z = r 4 • s wrrrrr.r.rein-+uwrrr..ra.rx.l.nya.rarwa�.r.w - 9 i » x = 1 = s , a oaf=.Lr.+wwrwrr.ow..nwen ..� F it t .i• ere.�rf�aflf.a.4}w.rrrw�wt.al.wftfwr.rr.a.r.tr , eJIL'0( lMnber �Ir.aralnr.�Y•�wYe..law.wr�oflm4ww W w.i�r•aky . - "•.._ ,.__ - . M�� or V ,f.. -77-77 --J _Bahr. _ -1r_ �+ .- r -....d_ 7. 'd_ _ -c i.-�-� -ti, ` -$ --- - - -._ '—_ - '�-..v _ .�.- - .. . _ , _.'�`1-`-.{d'•cle_. 1•xn•w a+ vow '