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HomeMy WebLinkAbout26423-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28407 Date: 05/15/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 640 LLOYDS LA MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 99 Block 3 Lot 4.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 9, 1999 pursuant to which Building Permit No. 26423-Z dated MARCH 27, 2000 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is TWO STORY ONE FAMILY DWELLING OVER NON-HABITABLE CELLAR WITH ATTACHED TWO CAR GARAGE, PORCH AND RAISED PATIOS AS APPLIED FOR. The certificate is issued to JAMES G & LILIANA MIHALIOS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0128 04/15/02 ELECTRICAL CERTIFICATE NO. 1042352 05/15/02 PLUMBERS CERTIFICATION DATED 03/01/02 HARVEY KOLIN AutKrized fignature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28408 Date: 05/15/02 THIS CERTIFIES that the building ACCESSORY Location of Property: 640 LLOYDS LA MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 99 Block 3 Lot 4.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 9, 1999 pursuant to which Building Permit No. 26423-Z dated MARCH 27, 2000 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is INGROUND SWIMMING POOL WITH FENCE TO CODE AS APPLIED FOR. The certificate is issued to JAMES G & LILIANA MIHALIOS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1042210 03/28/02 PLUMBERS CERTIFICATION DATED N/A 7xz�1,X Auth rized Sickature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 26423 Z Date MARCH 27, 2000 Permission is hereby granted to: JAMES G MIHALIOS 640 LLOYDS LA MATTITUCK,NY 11952 for CONST. OF A 2 STORY SINGLE FAMILY DWELL. OVER NON-HABITABLE CELLAR WITH ATT. 2 CAR GARAGE PORCH RAISED PATIOS & ISP WITH FENCE AS APPLIED FOR. 2 C.O.s REQUIRED. at premises located at 640 LLOYDS LA MATTITUCK County Tax Map No. 473889 Section 099 Block 0003 Lot No. 004 . 001 pursuant to application dated DECEMBER 9, 1999 and approved by the Building Inspector. Fee $ 2,410 .00 i — Authorized Signature ORIGINAL Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 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: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building,industrial building,-multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B.- For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 _ Date. New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 4-0 L L o Y d S L A N E M FITY1 T U GV_ N.`j House No. Street '' II __Hamlet Owner or Owners of Property: I'V ry ,E S G �/1 W�A S �—( L t o N A 144 Lt-O!r,- Suffolk County Tax Map No 1000, Section q q Block 03 Lot 4A Subdivision Filed Map. Lot: Permit No. '2_(, 4- 2,3 z Date of Permit. 3 27 D O Applicant: Tmv,,es G' . t A t N44 1-4 o S Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ T5. O'O Applicant Signature Suffolk County Department of Health Services Office of Wastewater Management 7 %' Suffolk County Center Riverhead,New York 11901 (631)852-2100 CERTIFICATION OF CARBON MONOXIDE ALARM INSTALLATION FOR A ONE FAMILY DWELLING BY A LICENSED ELECTRICIAN Health Department Reference Number: � Tax Map Number: District 1000 Section q9 Block(s) 0 '5 Lot(s) House Location/Address: _6 4C> GL G clC itt• I HEREBY CERTIFY THAT: 1. Carbon Monoxide Alarms have been installed on each level of the dwelling in which sleeping quarters are located,AND 2. All carbon monoxide alarms have been installed in accordance with Article 10 of the Suffolk County Sanitary Code and the Carbon Monoxide Alarm Standards,AND 3. All Carbon Monoxide alarms are UL2034 listed(Latest Edition),AND a. They have a Digital Readout,AND b. They have a reset button,AND c. They have a but to indicate the maximum concentration recorded since the last reset. 3 1 o� ( ature o 1 trici (Date) (Print Name (License Number) I HEREBY CERTIFY THAT THIS DWELLING IS EXEMPT FROM THE REQUIREMENT TO INSTALL CARBON MONOXIDE ALARMS BECAUSE: - 1. There are no fuel burning appliances installed,AND 2. The garage is not attached to the dwelling,AND 3. The dwelling uses an electric heating system (Signature of Electrician) (Date) (Print Name) (License Number) THE ORIGINAL SIGNED COPY OF THIS FORM MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES IN ORDER TO RECEIVE FINAL APPROVAL W WM-075 Page 2 of 2 r__ S _ 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE C 5 RK BOARD OF FIRE UNDERWRITERS c 5 BUREAU OF ELECTRICITY C S 40 FULTON STREET - NEW YORK, NY 10038 C C C 5 CERTIFIES THAT C S 5 5 Upon the application of upon premises owned by 5 5 5 PUMILLO ELEC. JAMES MIHALIOS 5 5 P.O. BOX 323 LLOYDS LANE S 5 LAUREL, N.Y. 11948, MATTITUCK, NY 11952 e� 5 Located at LLOYDS LANE MATTITUCK, NY 11952 5 5 5 atfon :- 1842210 _ ___w__ - _ e�tificat�'ilhtl 1042210 S5 c5 Section: Block: Lot: Building Permit: BDC: NS11 S 5 5 5 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 electrical devices and wiring,described below, located in/on the premises at: 5 Basement,Outside,Pool/Spa, 5 5 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was 5 5 found to be in compliance therewith on the 28th Day of March,2o02. 5 5 Name QTY Rate Rating Circuit Type 5 Appliances and Accessories C5 5 Time Clock/Switch 1 40 S 5 Pool/Spa Bonding 1 5 5 Pump/Motor 2 5 SWiring and Devices Pj Outlet 1 Fixture Switch 1 _ General Purpose 5 Fixture 1 Incandescent 5 i5 (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have 7 frequent test and/or repairs made by a qualified person. 5 S 5 5 5 5 S 5 5 5 sea/ 5 5 _ c5 S 1 of 1 5 cS This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ;5 5 L� r�rJ�rJ�rJ�cJcJc�Pr:PrJ��PrJ�rJcl�rJ�tPr� cP�Jc.l�cfcl r cncPtJ�E!r�' " '��tTcPc J�tPr�nrr nrr�rJ�rJ�rJ'rJrJ�r lir@Pd@LPC CPL P 1_ 5 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 PUMILLO ELEC. JAMES MIHALIOS 5 P.O. BOX 323 LLOYD'S LANE LAUREL, N.Y. 11948, MATTITUCK, NY 11952 Located at LLOYD'S LANE MATTITUCK. NY 11952 Application Number: 1042352 Certificate Number. 1042352 5 Section: Block: Lot: 1 Building Permit: BDC: NS11 Described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below, located in/on the premises at: Basement,First Floor,Second Floor,Attached Garage,Outside,Attic,Pool/Spa, 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was found to be in compliance therewith on the 29th Day of March,2002. Ding OTY Rate Rating Circuit T� Alarm and Emergency Equipment Sensor 8 Smoke Appliances and Accessories Dish Washer 1 1.2 KW Exhaust Fan 3 F.H.P. Furnace 2 12 F.H.P. Hydro Massage Tub,Residential 3 Pool/Spa Circulator Pump/Motor 1 1 F.H.P. Panels S 1 50 16 S 1 60 15 SWiring and Devices Outlet 170 Fixture Receptacle 65 General Purpose Switch 83 General Purpose Fixture 150 Incandescent Fixture 20 Fluorescent sea/ Receptacle 1 20 Special Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT ,t Upon the application of upon premises owned by rj PUMILLO Ell JAMES MIHALIOS P.O. BOX 323 LLOYD'S LANE LAUREL, N.Y. 11948, MATTITUCK, NY 11952 Located at LLOYD'S LANE MATTITUCK, NY 11952 Application Number: 1042352 Certificate Number: 1042352 Section: Block: Lot: 1 Building Permit: BDC: NS11 Described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below, located in/on the premises at: Basemtat,First Floor,Second Floor,Attached Garage,Outside,Attic,Pool/Spa, was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was found to be in compliance therewith on the 29th Day of March,2002. Name OTY -Rik Matins Circuit I GFCI Circuit Breaker 20 Paddle Fan 6 Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 CB Meters: 1 (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have frequent test and/or repairs made by a qualified person. 5 5 seal 5 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S Upon the application of upon premises owned by PUMILLO ELEC. JAMES MIHALIOS 5 P.O. BOX 323 LLOYDS LANE LAUREL, N.Y. 11948, MATTITUCK, NY 11952 Located at LLOYDS LANE MATTITUCK, NY 11952 Application Number. 1042210 Certificate Number. 1042210 Section: Block: Lot: Building Permit: BDC: NS11 Described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below, located inion the premises at: Basement,Outside,Pool/Spa, was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was found to be In compliance therewith on the 28th Day of March,2002. Name M Rate Matin& Circuit Appliances and Accessories Time Clock/Switch 1 40 Pool/Spa Bonding 1 Pump/Motor 2 Wiring and Devices Outlet 1 Fixture Switch 1 General Purpose Fixture 1 Incandescent (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have frequent test and/or repairs made by a qualified person. 5 seal 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I -aOO-Drip Not Master Plumbers since 1968 (1-800-374-7668) March 1,2002 Town Of Southold Southold Building Dept. 53095 Main Road Southold,NY 11971 Re: #640 Lloyds Lane Mattituck NY 11952 To Whom It may Concern, This letter is to serve as a certification that all work meets the town code and the following: ❖ Lead Content, Solder does not exceed 2/10 of 1% of lead used in the drinking water supply lines. ❖ We provided Anti-Scolding and Thermal Shock preventing devices as per section 902.6k of NY State Building code. ❖ All plumbing waste& water lines were tested prior to insulation being installed . Harvey Kolin A iin�Plb(hg�'_6`®rp. 9 Hidden Harbor Drive * Babylon , NY 11702 E. So KALOGERASIP. E. ACEC Member Supporting Excellence 11 In Engineering UNION SQUARE 727 UNION AVENUE RIVERHEAD, NY 11901 February 5, 2002 Town of Southold Building Department Main Road Southold,New York 11958 Re: Gas Fireplace at Mihalios Residence, 640 Lloyds Lane, Mattituck, SCTM# 1000-99-3-4.1 Gentlemen: This is to certify that we have continuously monitored the construction at the above residence since inception of the project and that the fireplace construction is in strict conformance to the New York State Uniform Building Code and NFPA 211. The fireplace has been designed to utilize liquid propane and was built by a licenced contractor, namely, Peconic Propane. If you have any questions concerning this matter, feel free to call me at your convenience. Very truly yours, E.S. Kalogeras, P.E. Consulting Engineer �w�E �K.4 New E.S. Kalogeras, P. 1 , Encl. ESK:wpwinl0.0 cc: Mr. James Mihalios TEL: (631) 722-4040 FAX: (631) 722-4004 E-mail: Lkalogeras@msn.com E. So KALOGERASIP. E. (:0I2�UL�ll2q �129L12£E'Z ✓J 1 ACEC Member Supporting Excellence In Engineering UNION SQUARE 727 UNION AVENUE RIVERHEAD, NY 11901 February 27, 2001 Mr. James Richter Office of the Engineer Town of Southold P.O. Box 178 Peconic Lane Southold,New York 11958 Re: Mihalios Residence SCTM# 1000-99-3-4.1 Dear Jim: This is to certify that we have continuously monitored the construction at the above residence since inception of the project and that all timber framing,plumbing work and the fireplace construction is in strict conformance to the New York State Uniform Building Code. We have especially paid attention to construction techniques regarding windstorm peril by having the Contractor install hurricane clips throughout the structure where mandated. If you have any questions concerning this matter, feel free to call me at your convenience. Very truly yours, E.S. Kalogeras, P.E. OF NF Consulting Engineer ��g s• KAk0 iL o N r E.S. Kalogeras, P.E. U+�O tip ;Po 04.217 Encl. OFSiDNAt��G ESK:wpwin90 cc: Mr. Gary Fish, Bldg. Inspector Mr. James Mihalios TEL: (631) 722-4040 • FAX: (631) 722-4004 • E-mail: Lkalogeras@msn.com E. So KALOGERASIP. E. ACEC Member Supporting Excellence 11 In Engineering UNION SQUARE 0 727 UNION AVENUE RIVERHEAD, NY 11901 March 4, 2002 Town of Southold Building Department Main Road Southold,New York 11958 Re: Swimming Pool at Mihalios Residence, 640 Lloyds Lane, Mattituck, SCTM# 1000-99-3-4.1 Gentlemen: This is to certify that we have continuously monitored the construction at the above residence since inception of the project and that the swimming pool construction is in strict conformance to the New York State Uniform Building Code Part 720. All of the safety issues of the building code have been met by my client and we respectfully request approval of his installation. If you have any questions concerning this matter, feel free to call me at your convenience. Very truly yours, E.S. Kalogeras, P.E. PSE of New Consulting Engineer �`P 5' KA °c,o� T N rt t E.S. Kalogeras, P.E. ZN 042 Encl. ESK:wpwin10.0 cc: Mr. James Mihalios TEL: (631) 722-4040 FAX: (631) 722-4004 • E-mail: Lkalogeras@msn.com New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40-SUNY AM Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Oboa Facsimile (516) 444-0360 John P. Cahill Commissioner LETTER OF NON-JURISDICTION Lily Mihalios 42-21 Francis Lewis Blvd. Bayside, NY 11361 Date: November 16, 1999 Re: 1-4738-02453/00001 Mihalios Property Lloyd' s Lane Mattituck, NY SCTM # 1000-99-3-4 . 1 Dear Ms. Mihalios : Based on the information you have submitted, the Nev.; York State Department of Environmental Conservation has determined that: The property landward of the topographic crest of the bluff as shown on the survey prepared by Young & Young Land Surveyors on 5/21/99, and last revised on 11/8/99, is beyond the jurisdiction of Article 25 (Tidal Wetlands) . Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) 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 may 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 l6edoes not'.. relieve you of the responsibility of obtaining any necessats o� approvals from other agencies. ery rs, � nd putAdministrator CC: BMHP File �QSUFF�(�C Town Hall Albert J. Krupski, President �.Z.� �Gy 53095 Main Road James King,Vice-President o= < P.O.Box 1179 Henry Smith y Z Southold,New York 11971 Artie Foster py • �� Ken Poliwoda Telephone(516) 765-1882 ��! �a� Fax(516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DETERMINATION OF NON-JURISDICTION DATE: October 4, 1999 AGENT: APPLICANT• James G. Mihalios ADDRESS: ADDRESS: 42-21 Francis Lewis Blvd. Bayside, NY 11361 PHONE: PHONE: 718-224-4800 RE: SCTM# 99-3-4.1 Lot #1 Honeysuckle Hills at Mattituck The Southold Town Board of Trustees reviewed the survey dated and received in our office on 10/4/99 and determined that your proposal to Construct a 1-family dwelling approx. 2800 sq.ft. , and retaining wall gefores moreetgiar� Tf tyoYniei �pf o7mth°e Pblutff,above to 8 ft. above grade ending to be out of the Trustee Wetland Jurisdiction under Chapter 97. However, any activity within 75' of the Wetland line requires a permit from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, &L-a �, / O(Z. Alberti. Krupski, Jr. President, Board of Trustees AJK/ APR - � � �� {{,,,, 4��# �#fsr�• £ jjpp{ Em S. KALOGERAS, 11 U&129 1&9 in.EEt 7. __.. ACEC Member Supporting Excellence In Engineering UNION SQUARE 727 UNION AVENUE RIVERHEAD, NY 11901 Mr. James Richter Office of the Engineer Town of Southold P.O. Box 178 Peconic Lane Southold,New York 11958 Re: Mihalios Residence SCTM# 1000-99-3-4.1 Dear Jim: In accordance with your request,we have undertaken a study of the above referenced residence to determine lot coverage. Our study has yielded the following information: • Size of lot=37,131 s.f. • Lot coverage not to exceed 20% • Existing lot coverage utilizing Autocad 2000 along buildings and deck perimeter--7,227.548 s.f. < 37,131 x 0.2 or 7,426.2 s.f. Based upon the above data and calculations,we find that the Mihalios residence is in compliance with Town lot coverage requirements. We have also investigated the porch structure and report that the floor joists will be 2'x12" @ 16" o.c.,roof rafters will be 2"x10" @ 16" o.c.,ceiling rafters will be 2"x8" @ 16"o.c.,main girders receiving floor joists shall be (3) 2'x12" built-up wood beams between timber columns, girders receiving ceiling joists and roof rafters shall be(3)2"x10"built-up wood beams,main support columns shall be triple 2"x4"built-up timbers as a minimum with a maximum unsupported length of 10-feet between levels. Roof sheathing shall be minimum 5/8"plywood covered by 15-1b.felt paper and 240#asphalt roof shingles. If you have any questions concerning this matter,please call us at your convenience. Very truly yours, E.S. Kalogeras,P.E. Consults g E nginee gineeE.S. Kalo ,P.E. ESK:wpwm90 cc: Mr.James Mihalios TEL: (516) 722-4040 • FAX: (516) 722-4004 E-mail: Lkalogeras@msn.com BUILDING PERMIT. REVJEW CHECK LIST Applicant/ Date Owners Name:—)CkMA`b "l' L�1�d.nG� �� �0�� Reviewed: Architect/ Date Engineer: �. aS k-e4z t 5 Submitted: SCTM #: q p� District: 1.000 Section: ` I Block: Lot: 4 . 1 Project Subdivision D _ J_ t_�Location: V+0 tS �N Name: 5 Single&separate Requ certification: Yes ioA oue CLU 54. eJ v 08Q) UtS lm qo W Req. Zoning District: [Lot size: Actual. 432/3/ $P J [Lot coverage Proposed J Req So Req W35 r Req. S'O [Front Yard ��Proposed:_� [Side Yard Proposed: 1 [Rear Yard Proposed: ] Project Description: tw �ti•IGLE �A_ 1"CAIN6 AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. C Beeg rn S> (�•9 -012 Q� New York State D. E. C. ROW- JkUW,C,-t 1 O N Le4et_ IZ- I(--9 9 Town Trustees NON- JuRtSo,GTto*► Lett-4K- J0-11-9i Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: Notes: (� , C ��el &&Drv,SftS &tiluowu 1473 f 1483 Q#W Rebuce d�5 BY 50i�— As 'FM fLAu tN UNy 608M fn0ftO >a�t�ot�� f�tM�T 7500 GRbz AREA: ASO rf�b KOtL. ARf.R 2 185° • dASP MbKT L UPHk A F 51�110+1MIN(a rmL IS so f.{` AMA- iNGLuatt GAA"" 0 SU090 fUX9 AREA Is 1 5r, I I�-17S 10 q 25 SP x t,20 6 M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: - o DATE VoqloN INSPECTOR ^'� T65-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 7ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ j INSULATION I !AFMING I / 1 FINAL [ FIREPLACE & CHIMNEY REMARKS: DATE���Lo/ INSPECTOR M-iso2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] GH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE-� CHIMNEY REMARKS�� DATE INSPECTOR A - suauINc DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ �INAL [ ] FIREPLACE S CHIMNEY REMARKSOfI4.0- r4�,K s DATE l �`PIN8PECTOR ass-seoz BUILDING car. INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION2ND [ ] ULATION [ ] FRAMING ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �-� A DATE I Ole IN8PECT0 +`^'� suiwINc DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ( ] FRAMING [ FI [ j FIREP & CHIMNEYit REMARK y DATE INSPECTOR BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: Cq�� cz� DATE � � � '/INSPECTOR 1 1 • 1 /iiia ��:irr1...... �✓ i ice► 1 � 1 SAW, �. moi► _ � � - ADDITIONAL 1 M 41 I illipwillp fr/ ✓✓ _ i111111"M.�IV i BOARD OF HEALTH . FORM NO. I3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD URVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY:qy CALL J ... Eamired............l.�..... �19�..) MAIL TO: . . . . . . . . . . . . . . . . . . . . Approved......"2.1...., !! Permit No. ..: � ....... .................................. Disapproveda/c ............................. . .. .................................. (Building Inspector) LIGATION FOR BUILDING PERMIT Date. . .SeStQMbea; .28 . , 19.99 . INSTRUCTIONS a. 1h�pplication must be completely filled in by typewriter or in ink and submitted to the Building Inspector w 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property mist be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATICN IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Tam 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 bu' ing for nese tions. .. ......... . .......... .................... gnature of applt t, or name, if a corporation) ..„4 .....,;apci,$, y+iS Alvd.$dYsicle.NX.113 (mailing address of applicant) / ll9, - .Z2 C/ - Yg'dJ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builde Owner ........................................................................................................................ Name of owner of premises .....James.G_..Mihalios................................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporate officer) Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. location of land on which proposed work will be donJe.,...Lat.1.:.Honeysuckle Hills" at (c Q . Mattituck Town of Southold . ........... ............ ............••••L .. ..... House Number Street Hamlet Canty Tax Map No. 1000 Section .99............ Block ..Q3............ Lot ...4.1.......... Subdivision ...................................... Filed Map No. ............... Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and ` 'am5�"truction: a. Existing use and occupancy ...Undeve]zIed Jot ............... .t Om lif•vD P ., .,�. •x.«..,713!+a:,r...,. b. Intended use and occupancy .......0"e.Family.P.wl iog............................................... 3. Nature of work (check wimidi applicable): New Building ....... ••. Repair ............ Removal ............. DemolitionAddition .......... Alteration ............... Other Work .................................. 4. Estimated Cost ...$?QQ.Of1Q............ (Description) fee ......................... ................ (to be paid on filing this application)..... 5. If dwelling, rnudxr of dwelling units ....1....... H-wrber of dWel I ing units on each floor Ifgarage, rurber of cars ............?......................... 6. If business, caimercial or mixed occupancy, specify nature and extent of each type of use....N/A .............. 7. Dimensions of existing structures, if any: Front....N/A..•....• Rear ,,,N A ......... Depth ..N/A.. "eight .......N/A.............. Number of Stories ... Dimensions of ...................... same structure with alterations or additions: Front --N/A......... Rear N/A. Depth ..N/A.............. Height .N/•8...... ... Number of Stories N/A..... 8. Dimensions of entire new construction: Front ...••.•... (� ...... Rear ............... Depth .......... .... Height .....26•'Q1.,.............. Number of Stories ......2. ............. 9. Size of lot: Front .137.'.+,57.'.......... Rear .....1QO:.. ...... Depth 3QO� ..... ... ... . ...... 10. Date of Purdnase •.June..18,1999.... Name of Former Owner .Y ljd QV.Gatz, ............. 11. Zane or use district in which premises are situated 12. Does proposed construction violate any zoning lata, ordinance or regulation: ..NQ...................... / 13. Will lot be regraded .•.Yes,,,,._............. Will excess fill be removed from premises: YES tu 14. Names of Rarer of premises James,G..MihaljAs...... Address 32.25.z4O.S :$�1S��ec��35�honelNo,886,-9348 ....... ............ Name of Architect .Costa.Terzis.................... Address 13. E.47st; IAC21 P}none .98Q:9530..... Name of Contractor LlA1ril.CAT1S ZUC J,g4.Cq p.,,•„ Address42, gg 21. Francis Lewis Blvd ayside 718 ...•. AM ne No.221-4800..... 15. is this property within 300 feet of a tidal wetland? * YES ... *IF YES, SULM D MVIMMM-S P1�3fIT MAY BE REQUIRED. ....... PLOT No PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street nares and indicate whether interior or comer lot. SEE SITE PLAN wivir Ol' NW YOitl(, OUJNIY Ur SS .........James.G..Mjhali.Qs............................being duly sworn, deposes and says Lhat he is the appl.icanC (N.•me of individual signing contract) above n.'mrred, Ile is the ..Owner... .... ............................. ................................... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work arxd to make and file Lhis appl.icatiorn; that 811 statements contained in this application are true to Lhe best of his knowledge aril bel.ie f; and LhaC the work will be performed in the manner set' forth in the application filed therewith. Sworn to before methis AA ...... C�........day o:&.. I9/.Notry Public ....... .......................... yY1k ( ignature of Applicant) 0 L@ Fi °�� NOTE �� ��"� .; neo AREA = 37131 SQ. FT. Young & Young, Land Surveyors by ijouui3 O� P / • SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF 400 Ostrander Avenue, Riverhead, New York 11901 Vk o SUFFOLK COUNTY ON OCT. 16, 1981 AS MAP NO. 7019 516-727-2303 1 Gee • lden W. Young, P.E. & L.S. (1908-1994) DuucJ 1 �e O VERTICAL DATUM N.G.V.= NGVDATUM (M.S.L. 1929) 9, _ Howard W. Young, Land Surveyor o Thomas C. Wolpert, Professional Engineer John Sehnurr, Land Surveyor > $tanning .. a4 Ea lnminq 1 �6� ` O� HEALTH DEPARTMENT CERTIFICATION _ � SYv anry ,. 6 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �. O's PERMIT FOR APPROVAL OFC0NSTRUCTION'FORA o s �INCLE FATLY RL:;II)ENCE ONLY. �>LL Ro 6 � 28 H F. �� i € APPROVED 01 N1 Vo eP e�`N� Q' NrGP`� �r•�y FOR MAXLNIUiM OF DOOMS §€ tT Lp �� WIRESTH SMIGMATEOF pn� APPROVAL a K P N�� a z 0 • WE HEREBY CERTIFY TO JAMES MIHALIOS, LI LIANA =oF II, a 1010eQ� l MIHALIOS, & FIRST AMERICAN TITLE INSURANCE c% l Y� COMPANY OF NEW YORK THAT THIS SURVEY WAS 01 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND q AS SURVEYS ADOPTED BY THE NEW YORK STATE ASSO F ° PROFESSIONAL LAND SURVEYORS. {� r A �' z� °s 0O pp� SIC �,G € c U) o y� F If O � O 1N ... JSP �pz > J '� �� O u 01 0 vF v � ' 0 4 -� • P i N ra�oJa 5j0f7� O OGE°F JOHN SCHNURR, N.Y.S. L.S. NO. 49517 1 1s Qx TO HOWARD W. YOUNG, N.Y.S. L.S. N0. 45893 d95 m `4 \ - a5 O o_ o 4 r �Q 5a SURVEY O PROP N�, A�,T�FY ��� — '�,'` '... �.�-� Z JAMES MIHALIOS & LILIANA MIHALIOS W a co 0 LOT 1 "HONEYSUCKLE HILLS N o- <E At Mattituck, Town of Southoldgv I+0(mAv �.'' �' °N I� fn Suffolk County, New York a-p `OD G�NPiOF�\CP County Tax MOP District 1000 Section 99 etnck 03 Lot 4.1 g„ FOR`' / 's' To souNo TITLE SURVEY r O RESP / 0 O = MONUMENT SET ■ = MONUMENT FOUND �p Q � / O 0 = STAKE SET ^ ^ ✓ � = AMEND BUILDING PERMIT DATA JULY 20, 1999 A = STAKE FOUND C, O 0 MAP PREPARED MAY 21, 1999 egg --112--= EXISTING CONTOURS -(112)- = PROPOSED CONTOURS '� ^ (° (p ,�f.�-`' --1- --- SCALE 1" = 50' P� 112.0 = EXISTING ELEVATION JOB NO. 99-0310 ado Q DWG. N0. 990310 (112.0) = PROPOSED ELEVATION 410/00 aun �Q � 10 2000 Young & Young, Land Surveyors b ### ,cy 400 Ostrander Avenue, Riverhead, New York 11901 �•" a 516-727-2303 r I, � o TOWN sse� eH^ . a onn �.� Gee w. / �-' Alden W. Young, P.E. & L.S. (1908-1994) Howard W. Young, Land Surveyor o m Professional Engineer O Thomas C. Wolpert, f g" John Schnurr, Land Surveyor > as iarrrin ,> '7,9 lJ NOTE ° 1NN61 O 64 AREA = 37131 SQ. FT. sj Ot • SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF e € o to SUFFOLK COUNTY ON OCT. 16, 1981 AS MAP NO. 7019 age ✓ '100 2 c0+ 110. S�jO�PQ'h�. SURVEYOR'S CERTIFICATION is o 2 N, ,� OV0�fiV '' LOQ • WE HEREBY CERTIFY TO JAMES MIHALIDS, LILIANA MIHALIOS, & FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK THAT THIS SURVEY WAS gb PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LANDoF NCP, SURVEYS ADOPTED BY THE NEW YORK STATE ASSO N OF Gg* qFq4IJ- Y , U6 PROFESSIONAL LAND SURVEYORS. NEW W. V ,p o .0O''.L)" ' Gig Ln Z 5' .,• Cf l_ CSD O Ln " �a��T JOHN SCHNURR, N.Y.S. L.S. NO. 49517 9f HOWARD W. YOUNG, N.Y.S. L.S. N0. 4589 458 aha T C n m o N h '°B' `' oo.o �PN� SURVEY FOR BLAND`' 0.o (� JAMES MIHALIOS & LILIANA MIHALIOS CO ,n 11 • a __ 42?' -► a S O LOT 1 "HONEYSUCKLE HILLS" o `•, f0U"0'"'D'v At Mattituck, Town of Southold ;h3 coo ` _ Suffolk County, New York = N p6� L County Tax Map District 1000 Section 99 Block 03 Lot 4.1 air � FOUNDATION LOCATIONNg GENERAL AMENDMENTS JULY 5, 2000 „ : fo��t�RE / SOS is TO SOUND VP SFOUNDATION T DSTAKESION LOCATION JUNE 23, 2000 gQ 7 Rio / L LOCATED BOTTOM OF BLUFF NOV. 17, 1999 s O R�S� / (n CORRECTED DATE NOV. 8, 1999 0 REVISE PROPOSED HOUSE OCT. 8, 1999 r' Oti INDICATE FENCE OFFSETS SEPT 27, 1999 < R° / �' AMEND BUILDING PERMIT DATA JULY 20, 1999 "b p ` MAP PREPARED MAY 21, 1999 ID = MONUMENT SET G) ^ , leo ■ = MONUMENT FOUND ,i.5 co '03 \ SCALE 1" = 50' = STAKE SET N co co1 JOB NO. 99-0310 O ♦ — STAKE FOUND 0.�� DWG. NO. 990310—foundation Q �uung PQQ�P�P eo Young & Young, Land Surveyors u `o �1) 400 Ostrander Avenue, Riverhead, New York 11901 a. a P 516-727-2303 f3Ng 4joung �eGt Rj a001k.7o Alden W. Young, P.E. & L.S. (1908-1994) N di Howard W. Young, Land Surveyor O Thomas C. Wolpert, Professional Engineer John Schnurr, Land Surveyor g �3 Illnnin £n WtMng A , �, 6 �' _ NOTE W No �1 � m $urutging � r L, �. AREA = 37,131 SQ. FT. o /,�� • SUBDIVISION MAP - "HONEYSUCKLE HILLS" FILED IN THEOS /i / j�/ 2s• ?r' o o OFFICE OF THE CLERK OF SUFFOLK COUNTY ON OCT. 16, 1981 AS €gP^ MAP NO. 7019 ; SURVEYOR'S CERTIFICATION as C) f oo L 04 ' °° �O� pF� \N � G • WE HEREBY CERTIFY TO JAMES MIHALIOS, LI LIANA MIHALIOS, ASTORIA FEDERAL SAVINGS & LOAN by N� `. o g�,QE '' N ASSOCIATES & FIRST AMERICAN TITLE ';� y INSURANCE COMPANY OF NEW YORK (TITLE NO. ° �' 1 51 S53 1 5) THAT THIS SURVEY WAS PREPARED IN ACCORDANCE oar N= WITH THE CODE OF PRACTICE FOR LAND SURVEY THE � � NEW YORK STATE ASSOCIATION OF PROFESSIO ( S. 11 GRAZE y.....o.. W O 5f,z u j, = is d°.9 1! / co U 0 SQ W W o N �r;>E 5� ti'S °Qa° Y• �O•�. m 0 JOHN SCHNURR, N.Y.S. L.S. NO. 49517 N OOp'°�5 ��` 4 a HOWARD W. YOUNG, N.Y.S. L.S. N0. 45893 ti N 5. z `SFO Svc 7.3.^ s'N`� 1�w -_ s�,. Sri ° SURVEY FOR LAND y� 2j5= 283 �8 ;r S.T`'1/1/�``XC C;po Q N� W JAMES MIHALIOS & LILIANA �11F�Al�S b;- u m ° ! �' LOT 1 "HONEYSUCKLE HILLS": `> a 1 =21 Cy 07 F; % At Mattituck, Town of Southold ,w, ° 14 GRATE DRAY -' O.�Q O Suffolk County, New York - o G w =� .�. 4 X Count Tax Ma District 1000 Section 9 �o CONC. ' Y P 99 e�°°k 03 r� :1 COVER S W ;�S 06, F- I N AL- S U FR \/E:'r 0 1 roN :� FINAL SURVEY OCT. 8, 2001 god ADDED CERTIFICATIONS ONLY MAY 30, 2001 UNDER GENERAL 7, 2001 �. CONSTRUCTION JAY 1 NO\ 5, 2000 e lyU FOUNDATION LOCATION JgTO SOUND SET STAKES JAN. 19, 2000 R R / LOCATEDBOTTOM DATE NOV. OF BLUFF 17, 1999 OCORRECTED 8, 1999 N 0 a N mi t / A\ REVISE PROPOSED HOUSE OCT. 8, 1999 p / \�01- INDICATE FENCE OFFSETS SEPT 27, 1999 P` s AMEND BUILDING PERMIT DATA JULY 20, 1999 9-6 O - MONUMENT SET G�p �\ bd�J\5\k�e N���S MAP PREPARED MAY 21, 1999 Wada ■ = MONUMENT FOUND �� SV so W€ A = STAKE SET UT co (p \ „ a�P'7 SCALE 1" = 50' gal" N JOB NO. 99-0310 € � Q ♦ = STAKE FOUND DWG. NO. 990310_final O• � ; s NOTES: 16'-n• 14'-3' L FOR GENERAL NOTES SEE DWG Sl. 5'-5' 2. SLAB ON GRADE TO BE REINFORCED WITH WWF6X6-10/10. ^5.-9' 3. FOR TOP OF SLAB / J ELEVATION SEE ARCH / / UP DWGS. -9' 51. 9• 4, FOR EXACT COLUMN AND WALL LOCATIONS, SEE \ ARCH DWGS. 5. VERIFY ALL DIMENSIONS 1 (TYP) WITH ARCH DWGS. 6. ALL FOOTINGS TO BEAR I / / ON UNDISTURBED SOIL. 12' THICK CDNC FND WALL (TYP) 33'-11' 2'-O'WIDE%1'-O'DEEP FTNG \ \ 13'-0' (TYP U.O.N,l \ \ 5' NOMINAL DIAM STND \ STEEL5.563'PIPE COL \ \ \� \ J \ \ 2'-O'WIDE%1'-0'➢NEP FTNG 1'-6' DEEP CONC. (TYP U.O.N.) FTNG CENTERED /`� \ \ 4' SLAB ON GRADE 3'-6' UNDER COL. �C v- \ I � 6 (TYP) q / \ \ " \ I l\ ilk / \� 3'-6' 1'-6' DEEP i' CONC. FTNG / FIS,--- i' \ \ 5' NOMINAL DIAM STND STEEL PIPE COL }'' / (5.563' O.D.) I1'-6' DEEP CDNC. i ll: PROVIDE 345 CONT. ABDVEiI ,-FTNG CENTERED i)i WINDOW OPNGS. EXTEND 2'-0' 16'-1]' I S6 (SIM) �1 � UNDER COL. �' PAST FACE OF OPNG E ENDS. — — — — — — — — — — — — — I I 3,-0• ti� \�/ \ \ S5o NOMINAL DIAM TEEL PIPE COL STND \ \ (5.563' O.D.) I I L - - - - - _ 3Y6' NOMINAL DIAM STND STEEL PIPE COL (4. O.D.) / 8'-75% SOLID \ \ ^ 1'-0• DEEP 7'-B' 2,-4• / BLOCK WALL CNC8'-75% SOLID ` \ l CENTEREDFTN BLOCK WALL NDER COL 1p\o. 9 3' I S6 12'%12' SOLID— � -- 1 3 -6' O 1 Ahl3 ( PIER / u LL I I�(TYP B GARA E) I I / 4SLAB ON GRADE Ep / / 34'-B' y�P 5' KqE \ IEXCAVATED p P sic 12,_8 4,-B' \ / FOUNDATION PLAN PROJECT' THE MIHALIOS RESIDENCE \ / / MATTITUCK, SOUTHOLD REVISION DATEI \ / No. DATE DESCRIPTION SCALE \ \ / SHEET No. ANGELON. VLACHOSP.E. 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I I � I , , I I ,, I ,, "I I''L A-I'IF"�A 1 "I - ' p qr ALL CHECK,4NDNERIF?'�AL I � I � 'L L, " -I. . 11 , ,,9� I I �L� I . � , I I -: � , , """ill'IL A, " A I� �� 'L , $� E,D l � E'ALR for the'buiLding complies with the New.York State EnyWy tkde, I I I . ,�L , 4 _ �, L I I I -, I' L j, i!" r'�,�Lg`�I:',; �'i I , I L � I ; . _ , L "ll'� I i`*?,l,�L �,I,` j�;l,���;: , , L,, '­ ,, i I A, ,,LIDISCRE PANd5S TO'-'tH d#(TECT BEFORE 517LARTNG WRIO 00 NO WUNTA RAWING�; USE 'WRITTEN,' , , , , �:;T ,4� �A KA`,",f�,` 1 I�I;REPO�TLANY'�A'NQ 414 -n ,"L, ' I,I I I dELLAR FLR. � ; I " , I'll Tpl�,Ft I -iG 1, '' LYL- ,, L , , , v " A o� " ; " . " "i , - , � - " 4, ; L, , , , I - . , 1. L i , . I A I - 'r , T4!) ON _I �,,L r , , I A ,, I 1, . I . L; � , L�,' , '7, L l, L l �1�i � , l , : , I I I �2 I� I- L � I I L L L I - L 4� . 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I R-30 INSULATION SPANISH CLAY TILE ROOFING 1511 FELT ROOFING PAPER — VEN IR SPACE 5/8" EXTERIOR PLYWOOD ROOF SHEATHING X 12'RA FT IRS it METAL FLASHING ISI GUTTER 'I 2"X6"BLOCKING / 2" X4"FURRING KEY CUT 2"X 12"RAFTER TO RECIEVE TOP PLATE FASCIA BOARD 5/8"GYPSUM CIELING CONTINUOUS SCREEN VENT 2'X12 END RAFTER 2"X 6"DOUBLE TOP PLATE SEALANTAS NEEDED R19 FIBERGLASS R-19 FIBERGLASS INSULATION INSULATION TYPICAL 5/8" EXT. PLYWOOD SHEATHING 15 N FELT PAPER VAPOR BARRIER AND WRAP 5/8"GYPSUM WALL BOARD 2"POLY RIGID FOAM INSULATION - 2"X 6"WALL STUD DRYVIT STUCCO R-19 FIBERGLASS INSULATION TYPICAL 5/8"GYPSUM WALL BOARD 2"X 6"WALL STUD 2"X 6"SOLE PLATE 3/4" PLYWOOD 5U BFLOORIN LOOKING MATERIAL 7 _ 2"X 12"END JOIST 2"X 12"FLOOR JOIST ZA"-R-19 FIBERGLASS INSULATION 2"X 6"DOUBLE TOP PLATE 5/8"GYPSUM CIELING R 19 FIBERGLASS INSULATION 5/8" EXT. PLYWOOD SHEATHING 5/8"GYPSUM WALLBOARD 15 A FELT PAPER VAPOR BARRIER AND WRAP 2"POLY RIGID FOAM INSULATION I'' R-19 FIBERGLASS DRYVIT STUCCO INSULATION TYPICAL R-19 FIBERGLASS INSULATION 2"X 6'WALL STUD CONTRACTOR 5/8" EXT. PLYWOODSHEATHING TO VERIFY FELT PAPER VAPOR BARRIER AND WRAP WITH MARVIN 2"POLY RIGIDFOAM INSULATION 5/8"GYPSUM WALL BOARD WINDOWS DRYVIT STUCCO 2"X WINDOW HEADER SEALANT AS NEEDED-- WINDOW SECTION EXTERIOR THROUGH HEADER OF INTERIOR WINDOW WCM3660 WINDOW SECTION THROUGH SILL OF WINDOW WCM3fi60 SEALANT AS NEEDED -,y LOCKING A5 REQUIRED 2"X 6"SILL PLATE 5/8" EXTERIOR PLYWOOD SHEATHING /8"GYPSUM WALL BOARD 2"X6 WALL STUD FELT PAPER VAPOR BARRIER AND WRAP -19 FIBERGLASS 2"POLY FOAM RIGID INSULATION INSULATION TYPICAL DRYVIT STUCCO LIVING ROOM DRYVIT STUCCO _ 2"POLY RIGID FOAM INSULATION 15 R FELT PAPER VAPOR BARRIER AND WRAP 5/8" EXT. PLYWOOD SHEATHING 5/8"GYPSUM WALL BOARD R-19 FIBERGLASS INSULATION 2"X 6"WALL STUD 2"X 6"SOLE PLATE 3/4" PLYWOOD SUBFLOGRIN FLOORING MATERIAL 2"X12 END JOIST " " FLOOR JOIST 24"-R49 FIBERGLASS INSULATION 2 X 12 2"X 6"SOLE PLATE TERMITE SHEILD FLASHING p° Z" POLY RIGID FOAM 1INSULATION 2"MIN. _ a - 6"MIN. LEARANCE FURRING STRIP 4 ., TO GRADE F ° GRADE 5/8"GYPSUM WALL BOARD t a8 ° 4 = e •t J 4 4 4-0 IN. 4 0 ° ° 4 d LIVING ROOM WALL SECTION ° V 1/2" = 1'-0" REVI 0115 DRAWING 1wME WALL SECTIONS OA TYPICAL WALL SECTION W�� h ys�5 r meet PROPOSED RESIDENCE FOR MR. AND MRS. MIHALIOS ADcnnaD MATTITUCK , SOUTHOLD NA f EW l96 1LWlS A 1 ,5 of 0196 �0 .J J ARCHITECT (212)980-9530 DATI oLl yY�ao 13 EAST 47TH STREET. NEW YORK, N.Y. 10017 WA F Al eIED �gw U LAI 4"R-30 FIRERGLASS INSULATION 3/4"CEDAR TRIM I f 4" R-30 - FIRERGLASS INSULATION s � . CELLAR N THROUGH SECTION THROUGH STAIR A SECTI OPORCH B 1/2" = 1'-0" eEmsaus: I oeAwwe iuuc WALL SECTIONS SO C PROJECT W 0 PROPOSED RESIDENCE FOR MR. AND MRS. MIHALIOS Q' A LOCATION fir, II � Cos K& (\�` MRT�/TIT7UICK , SOUTHOLD/�� r�� c ,"6 °r os 1V�1 J�1� r1 2 V� 3 Mo 64 ' o °I N�� ARCHITECT (212)980-9530 RATE 02/25�00 13 EAST 4M STREET, NEW YORK, N.Y. 10017 KALE AS SIED GENERAL WOOD I. THE CONTACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, 1 ALL WOOD USED FOR STRUCTURAL ELEMENTS SHALL BE AND REGULATIONS WHICH BEAR ON THE SCOPE AND CONDUCT OF IDENTIFIED AS TO GRADE AND IT SHALL BEAR AN IDENIFYING THE WORK IN REGARD TO THE MATERIALS, ASSEMBLIES, FORMS MARK OF AN APPROVED GRADING AGENCY PRIOR T❑ ITS AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT USED, DELIVERY AT THE SITE. 2 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 2 ALL STRUCTURAL LUMBER IS TO BE DOUGLAS FIR NO 2 CONDITIONS AT THE BUILDING SITE, COORDINATE WITH GRADE WITH A MINIMUM ALLOWABLE BENDING Fb=875 PSI AND ARCHITECTURAL DRAWINGS, AND NOTIFY THE ARCHITECT AND MODULUS OF ELESTICITY E=1,600,000 PSI ENGINEER OF ANY DISCREPANCIES 3. BRIDGING SHALL BE PROVIDED FOR ALL FLOOR AND ROOF 3 WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT JOISTS AT MAXIMUM INTERVALS OF 8'-0 ALONG JOIST SPAN, REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CONSISTING OF NOT LESS THAN 1X3 LUMBER OR EQUIVALENT CORRESPONDING PLACES SHALL BE REPEATED METAL BRACING 4. IN CASE OF CONFLICT BETWEEN THE NOTES, DETAILS AND 4 ALL WOOD JOISTS & POSTS ARE TO BE LOCATED 2" MINIMUM SPECIFICATII]NS, THE MOST RIGID REQUIREMENTS SHALL GOVERN FROM AWAY A ROM FLUE OPENINGS,FLUES, CHIMNEYS AND FIREPLACES, AND 6 INCHES 5 JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE RESPOSIBILITY OF THE CONTRACTOR, 5 NOT LESS THAN 3 STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR WALL 6, ALL CONNECTORS TO BE "SIMPSON STRONG TIE" OR APPROVED CONCRETE EQUAL CONNECTORS TO BE FASTENED AS PER MANUFACTURER'S SPECIFICATIONS ALL NAILS TO BE COMMON WIRE NAILS (U O N ) 1. ALL CONCRETE WORK SHALL CONFORM TO ACI-318-95 "AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS 7 PLYWOOD SHEATING OF ALL EXTER➢7R WALLS SHALL BE FOR STRUCTURAL CONCRETE BLOCKED VERTICAL DIAPHRAGMS AND FASTENED AS FOLLOWS - TOP & BOTTOM PANEL EDGES AT SOLE PLATES AND 2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE HORIZONTAL BLOCKING WITH 8d @ 3" Of, STRENGTH IN 28 DAYS (F'c) AS FOLLOWS - AT RSM JOIST WITH 8d @ 3" 11C, BASEMENT FOUNDATION WALLS 3,000 PSI - AT SIDE PANEL EDGES W/ 8d @ 6" OC FOOTINGS 2,500 PSI - AT INTERMEDIATE FRAMING W/ 8d @ 12" O.C. SLAB ON GRADE (INTERII]R) 2,500 PSI - AT HEADERS W/ 2 ROWS 10d @ 6" EC SLAB ON GRADE (EXTERIOR) 3,000 PSI 8. STUDS SHALL BE FASTENED TO SOLE PLATES WITH 4-8d TOE NAILS CONCRETE FOUNDATIONS 1 9, PLYWOOD SHEATHING ❑F ALL FLOORS AND ROOFS SHALL BE 1 ALL FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED PLACED WITH FACE GRAIN PERPENDICULAR TO JOISTS AND ALLOWABLE SOIL BEARING PRESSURE OF 3000 PST NAILED AS FOLLOWS - AT SUPPORTED EDGES AND RIM JOISTS W/ 8d @ 6" OC 2 ALL EXTERIOR FOOTINGS TO BE 4'-0" MINIMUM BELOW - AT INTERMEDIATE FRAMING W/ Bd @ 12" O.C. ADJOINING GRADES 10. PLYWOOD SHEATHING SHALL BE STRUCTURAL II, CDX 3 WHERE DIFFERENCES IN ELEVATION OCCUR, FOOTINGS ARE TO EXPOSURERATED 16 SHEATHING BETTEFOR ROUTS FOR LLS SH LS HALL L BE ABA PA BE STEPPED AT A MAXIMUM ANGLE OF 30 APA RATED 49/24 OR BETTER 4 ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL STRUCTURAL STEEL 1, ALL STRUCTURAL STEEL SHALL CONFORM TO ALSC ASD SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS 2 ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A26 WITH A MINIMUM YIELD STRENGTH OF 36 KSI 3, BOLTED CONNECTIONS SHALL BE MADE WITH MINIMUM 3/n"0 A325 HIGH STRENGTH BOLTS UNLESS OTHERWISE NOTED FEB 17 2000 L L-__13L _.D T. G3.Oe'.'T. —p`LJ CF40UTH0LD GENERAL NOTES .=T- THE MIHALIOS RESIDENCE MATTITUCK, SOUTHOLD REVISION DATE, No, DATE DESCRIPTION S�P�ooF NEI io SCALE N r ¢ 1 z SHEET No, FQ 07ms p9pFESS10NP� ANGELO N. VLACHOS P.E. S 1 OF S6 STRUCTURAL ENGINEER 30-5^S.s IIIEFT.WO..u,W 113A Tnc o 4 1 HI 1, ,"_6k FAX(71H 199-^9Pi 7REINFEIRCED OTES 16'-n" 1a'-3• FOR GENERAL NOTES s'-s^ EE DWG S1 . SLAB ON GRADE TO BE WITH WF6X6-10/10 — 3 FOR TOP OF SLAB ELEVATION SEE ARCH UP DWGS. 4. FOR EXACT COLUMN AND WALL LOCATIONS, SEE ARCH DWGS \ 5 VERIFY ALL DIMENSIONS s6 (TYP) — J / WITH ARCH DWGS / / 6 ALL FOOTINGS TO BEAR ON UNDISTURBED S°IL \ � • 12" THICK C❑NC FND WALL (TYP) 33'-11' 2'-0'WI➢E%1'-0"➢EEP FTNG 13'-0" I (TYP NON.) \ ° 5' NOMINAL DIAM STND \tl \ STEEL PIPE COL \ \ (5.563' OB) \ \ 1 1'-6' DEEP CONC, \ \ 2'-O'WIDEXI'-O'DEEP ETNG J �� FTNG CENTERED \ P U.O NJ 4" SLAB ON GRADE - 3'-6" -- UNDE2R COL /\ o • F �L S6 (TYP) nm \ C/ DEE 5" NOMINAL DIAM STND CDN STEEL PIPE COL FT (5.563" O.DJ 1'-6" DEEP CONE, \ PROVIDE 3k5 CONT. AHOVE UNDER FTNG COL �� /< \ _ / /qA \ \ PAST WINDOfA❑PNGS GP PNGE@ ENDS SII S6 (SIM) </ 2 - 3'—D' 0 \ \ �� J lip �, / 5' NOMINAL DIAM STND 3'-0" STEEL PIPE COL ° (5.563" O.I]J \ 3Y,' NOMINAL DIAM STND STEEL PIPE COL (4' OD ) • -B" 8'-75% SOLID 1'-0" DEEP BLOCK WALL \ CENC FTNG B"-75% SOLID \' / UNDER COL (• 1 < ��— / \ -6' " BLOCK WALL I \ CENTERED / \ PIER12' SOLID _ UNEXCAVATED • M1. S6 (TYP @ LANA E) ",° 3 6 J / /, °• / / / .p , IT - - - - 4' S / LAH ON GRADE 4. / 3 ° L- �j L J 11-31Xl'-3" POND PIER \ \ ° \ / .' UNEXCAVATED 12'-e' - 4'-8' / / ! ° / FOUNDATION PLAN PROJECT, THE MIHALIOS RESIDENCE \ / / MATTITOCK, SOUTHOLD REVISION \ DATE No, DATE DESCRIPTION SCALE 1 / 40 = 1 , - 0 „ SHEET No \ / = � X75882 [IF S6 p9pfESSIONP ANGELON. VLACHOSP.E S2 °F STRUCTURAL ENGINEER "111.eTREMG NOG�6mA.Nl'11377 TEmsl7212ZeE rnx1nel7^_b2saa NOTES L FOR TOP OF FLOOR ELEVATION, EXACT WALL 16'-n• 13'-11^ COLUMN LOCATIONS SEE ARCH DWGS. VERIFY ALL DIMENSIONS WITH ARCH //�� \ DWGS 5, 9' \ 2. LEGEND: _ VINDICATES DIRECTIEN OF SPAN OF / \ WOOD JOISTS INDICATES s6 (TYP) / BEARING PARTITION CONSISTINCi 6 4 WOODSTUDS@ O C r — — — — — INDICATES EXTERIOR BEARING WALL \ \ CONSISTING OF 2X6 CONC END, WALL BELOW (TYP) WOOD STUDS @ 16" 11C, \ SEE FOUNDATION PLAN "7,,,, INDICATES CHANGE IN FLOOR ELEV I2'-10" o f rZ'L J 3°+ 3 BUILT-UP WOOD N \ COLUMNS TO BE HORIZONTALLY STRAPPED & NAILED @ 12" O C. U.O.N. LALLY COL BE 00 &O FOR HEADER SIZE SEE 4, DOUBLE MICRGLAM LVL / +ro 19V NOTE s (TYP) BEAMS T❑ BE NAILED / WIOX17 �'� So9�0 \ TOGETHER W/ 3 ROWS 16d j120 e b+401P('00 \ zxe STUDS UP @ 12" ❑.C. CUB11,N POST UP 6x6 soon s eR,I +r \ III ROOF A/se 5 ALL WINDOW/DOOR �o+ . HEADERS TO BE A MINIMUM BUILT-UP BOLTED W/ 2 ROWS Y"o e N [IF (3)-2X10 @ 2X6 STUD 9' D.C, STAGGERED :. FIRE- R.� r0 �C PDST UP TO SEC FL x PLACE oP Wo \ WALL / 2)-2X10 @ 2X4 f 6x6 SOLID OR (4)-26 ^ STUD WALL U.D.N. [IN PLAN BUILT-UP BOLTED W/ ` �2X8 STUDS UP EJ 2 Rows m @ 9 D.0 2)-2X4 POST P� +q, rc �To ROOF 2 PROVIDE JACKSTUDSFOR STAGGERED DOWN TO LO BM �.�" p 4'O \ 1'-4" £w BLOCK WALL `2�O.SG, +rp �9� SEE BET A/S6 ❑PNGS UP TG 6 FT & BELow °+ e �r < \ (3)-2X6 / (3)-2X4 JACK D W19xi rti o 5, STUDS FOR OPNGS ABOVE j > LALLY COL BELow o �rF - A 6 FT FOR 2X6 & 2X4 M (2)-2X10 1-II 9 ci I P � \ 13'-D' STUD WALLS r o RESPECTIVELY, BLOCK BLOCK WALL C `. 5'-5' IT BELOW +r0 r q�C� + P O m� s_ O - \ xi Q OPEN 3 GARAGE 4' SLAB ON GRADE p REINFORCED W/ WWF6X6-10/10 +o 'FjW �— I pe- 'C 22' 2xio E161 nc o� ° sooe � \ (g)-1�/nx9S'a MICROLAM LVL 2H10 @16" O.0 (NOTE 4) S6 (TYP e GAR GE) / DOOR HEADER - (3)-0/4X14 MICRDLAM LVL BOLTED TOGETHER W/ 2 ROWS Y2'0 BOLTS @ 24" D.C. (3)-2X6 STUDS BELOW BM O O \ \ //G�O\•PR` Prc'.O / BEARING PT. / (TYP) UP 20' q' 5" -3. - 14' 3'- 12'-9' FIRST FLOOR FRAMING PLAN / PROJECT THE MIHALIOS RESIDENCE / MATTITUCK, SOUTHOLD \ / \ REVISION DATE \ / No. DATE DESCRIPTION \ / SCALE; 15' 1 / 4 „ _ 1 , _0 „ SHEET No m _1 O 075882 Q�� p9pfESSIONPN ANGELO N. VLACHOS P.E. _ S3 EF S6 STRUCTURAL ENGINEER 39-G^ 9STlW=,W00DSMENY11399 TP.LUI8)92L3]E8 PAXf719172]]V1 NOTES 1. FOR TOP OF FLOOR ELEVATION, EXACT WALL COLUMN LOCATIONS SEE ARCH DWGS. 2. LEGEND I VINDICATES PROVIDE (4)-2X6 DIRECTION OF SPAN OF STUBS BELOW BM WOOD JOISTS BEARING PT ® INDICATES BEARING PARTITION CONSISTING OF 2X4 jWOOD STUDS @ 16" O.C. 2 INDICATES 0+2 EXTERIOR BEARING WALL jo aV CONSISTING HF 2X6 j 'x WOUD STUDS @ 16" El,C, j3, BUILT-UP WOOD COLUMN TO BE HORIZONTALLY �+ Jo STRAPPED & NAILED @ 12" W10X17 rw o,C� U,0,N, �PR STUDS B LOW Bb p4 �FJ� 4. DOUBLE MICRULAM LVL STUBS BELOW HON POST BELOW 2X8 STUDS FROM FN➢ BEARING PT. SEE DWG S3 WALL UP TO ROOF BEAMS TO BE NAILED TOGETHER W/ 3 ROWS 16c1 j o x @ 12" 11.C, CUO,NJ P� S. ALL WINDOW/DOOR PROVIDE (4)-2x6 / N �e° BET A A+ HEADERS TO BE A MINIMUM STUDS BM p4; AL S6 '`� OF- (3)-2X10 @ 2X6 STUD PROVIDE (3)-2x4 001 2X8 STUDS FROM ENn WALL / C2)-2X10 @ 2X4 (3)-1/,XIIY, MICRULAM LVL CONT, OVER POST BOLTED STUDS BELOW BM 4 WALL UP TO ROOF a Fil --- (2)-13',X14 MICRULAM LVL TOGETHER W/ 2 ROWS Ya'O BOLTS @ 24` OC, BEARING PT. G°��' STUD WALL U,E,N, ON PLAN2)-2X10--------- ------- ---------- PROVIDE (4)-2X6 DEARI G WALL POSTDBELO3 o ➢ET �\ � JPROVIDE ACK X6-� POST HELUW ABOV SEE Bwc S3 C2)-2X4 JACK STUDS FOR STUDS BELOW BM / J OPNGS UP TO 6 FT & BEARING PT, DOWN �'' TO WINDOW HEADER ,�03 S6 �' (3)-2X6 / (3)-2X4 JACK "� PROVIDE (4)-2X4 STUDS FOR OPNGS ABOVE ="3 STUBS BELOW BM - 6 FT FOR 2X6 & 2X4 2X8 @ 16' U.C. BEARING PT, _ -- 2X10 @ 16• OC. - STUD WALLS I OPEN RESPECTIVELY, j/ PROVIDE (4)-2X4 m STUDS BELOW BM ❑PEN / -- BEARING PT, I P POST 6x6 SOLID OR (4)-2x6 CTWOO`MJc BUILT-UP micRGLAM LVL -- / ❑PEN (NOTE I I I I - --------- ----------- ------- (2)-13/,X14 MICRULAM LVL L-- ---------- -------- ---------- /7'P'R'n' PJ6, PROVIDE (4)-2X6 p POST 6X6 SOLID OR _- STUDS BELOW T C (4)-2X6 BUILT UP PROVIDE (4)-2X6 VIDE (4)-2X6 BEARING PL - STUDS BELOW HM STUDS BELOW BM BEARING PT. BEARING PT, J� �J6e — �p SECOND FLOOR FRAMING PLAN PRDJE`T THE MIHALIOS RESIDENCE MATTITUCK, SOUTHOLD REVISION DATE No. DATE DESCRIPTION SCALE SPE OF NE Y 1 � `in = 1i _ On SHEET No. F3 O 0)5882 � p9pFessioNP` ANGELO N. VLACHOS P.E. S 4 OF S6 STRUCTURAL ENGINEER 3'-s]sP STREET,MDODSDG.M 113]] f9L13181191-2968 P1ti(918)721 2L 3 NOTES; 1 FUR TOP OF ROOF ELEVATION, EXACT WALL COLUMN L°CATIONS SEE ARCH DWGS 2. FOR GENERAL NOTES SEE DWG SL I _ _ _ �F — — — — — — — — — \\\ /EDGE OF ROOF (TYP7 III \\ \\ BEARING WALL BELOW (TYP) \\ II AM LVL 1�44'X9B' HEADER 2X10 @ 16" ❑L. �J oG PROVIDE'� (4)-2X4 STUDS BELOW BM BEARING PT.// / JJ / \ \ // OG IC�Ol9MC (SEE DWG S47 — — — — PROVIDE (4)-2X6 STUDS BEARING BELOW POST BELOW \ (SEE DWG S4) ROOF FRAMING PLAN PROJECTTHE MIHALIOS RESIDENCE MATTITUCK, SOUTHOLD REVISION DATE No DATE DESCRIPTION 0 NE SCALE y � 1 W i X75882 F�� SHEET Na p9pEESSIONP�' ANGELO N. VLACHOS P.E. - S5 °F SE) STRUCTURAL ENGINEER 3'-59 58 STREET.WDODSIDENY I I3]) YEL(71K)721-2�0 PAX(016)]11-2WI SECOND FLOOR ELEV SEE ARCH DWGS FIRST FLOOR ELEV 5/e° CDX PLYWOOD SHEATHING SEE ARCH. DWGS LALLY COLUMN SEE PLAN DOUBLE 2X6 TOP PLATE GRADE GRADE 12"X12"X5/e" BASE PL } " ° ° X X CELLAR W/ 2—/z"Z ANCHOR BOLTS FLOOR JOIST I'-6" MIN, 4" GARAGE 2X6 STUDS @16" D.C. S.D.G. SEE PLAN CRAWL SPACE SLAB ON N.S. GROUT AS REQ'D C1" MIN) ° � ,a GRADE X X �x 12" 8" MIN FIRST FLOOR ELEV. 2X6 SOLE HEADER/STRINGER LAN UNEXCAVATED SEE ARCH. DWGS PLATE JOIST TO MATCH FLOOR °tl a e , AREA 4 '-0" MIN 4'-0" MIN, JOIST , SI 2X6 P.T. SILL PLATE J 3/4° CDX PLYWOOD X2°0 ANCHOR BOLTS \/1 ° 4 ° GLUED & NAILED @ 4'-0" O.C. SEE PLAN— MAX DIST FROM END OF EA SECTION OF SILL PLATE FLOOR JOIST IS 1'-0" SEE PLAN SECTION 12" 2 ~ 12" MIN. NOTE FOR INFORMATION NOT SHOWN NTE FORiINFORMATION NOT SHOWN 12" C➢NC a END WALL SCALID 3/4^ = 1'-0" SEE SECTION 1 THIS DWG, SEE SECTION 1 THIS DWG. a SECTI ❑ N 3 SEL' TI ❑ N 4 SCALD 3/4" = 1'-0" SCAL iii 3/4" = 1'-0° CELLAR ELEV SEE ARCH DWGS #5 DOWELS BLOCKING @ d @ 4'-0" EC, 4'-0" O.C, MAX 1 18" MIN X X X ° a 4" SD,G. T 2X8 STUDS zxe sTuns C6 TOTAL) uns DETAIL A TYPICAL EXTERI ❑ R WALL SECTIEN 1 SCALE- I' V-O' SCALE, 3/4" SECTIONS & DETAILS PROJE`T, THE MIHALIOS RESIDENCE MATTITUCK, SOUTHOLD REVISII]N DATEi No, DATE DESCRIPTION S'PC' NN WYE SCALE' * * AS NOTED 1 w m � ao ��5882 ��cy SHEET No 9pFESSIONPx' ANGELO N. VLACHOS P.E. S6 OF S6 STRUCTURAL ENGINEER I'3558 STREET,NOOUSMFJM 11377 TFL(71817242. RAXp1S1724-9 i NOTES1 16'-11• la•-3• L FOR GENERAL NOTES SEE DWG Sl. 5'-5 2. SLAB ON GRADE TO BE REINFORCED WITH WWF6X6-10/10, 5'-9' 3. FOR TOP OF SLAB / ELEVATION SEE ARCH J DWGS. UP y — — — 5' 9' ti / 4. FOR EXACT COLUMN AND WALL TIONS, SEE ARCH DWGS 5. VERIFY ALL DIMENSIONS 1 S (TYP) / / WITH ARCH DWGS. 6. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL. — _ 12' THICK CONC FND WALL (TYP) 2'-0•WIDEXI'-0'OEEP FTNG \ \ (TYP U.O.NJ 5' NOMINAL DIAM STND \ \ STEEL PIPE COL \ \ (5.563' O.D.) 1'-6' DEEP CONC. \ \ 2'-O'WIDEXI'-0' ,N,) FTNG FTNG CENTERED \ \ (TYP U.O.N,) 4' SLAB ON GRADE 3'-6' //�,\I UNDER COL. /� s; . \ F L—L — S6 (TYP) I__ 3 6' 1'-6' DEEP i� Ui� 5' NOMINAL DIAM STND CONC. FTNG , i,, STEEL PIPE COL �/ ��i;}'������.*i fr ' (5563' O.D.) PROVIDE 3#5 CONT. AB04E /1' 6' DEEP CONC. WINDOW OPNGS. EXTEND 2'-0' FTNG CENTERED / 9 PAST FACE OF OPNG E ENDS. T UNDER COL. 5' NOMINAL DIAM STND STEEL PIPE COL C5.563' O.DJ it \ \ 3J,' NOMINAL DIAM STND / \ \ STEEL PIPE COL (4' O.D.) 8'-75% SOLID 1'-0' DEEP / 2'-4' `� / BLOCK WALL 8'-75% SOLID ` \ l CONTEREDCNC G BLOCK WALL NDER COL / - 12'X12' SOLID 3'-6' 9'-3- I S6 I I PIER I Fp / /10 / > S6 (TYP B GARA E) 4' SLAB ON GRADE 34'-8' OF v / y4 P� 5 Kq� fw I— o EXCAVATED Ijll JUN u 2'—p• 2'-0' TOWN GP SGUTHOLD _ \ / / FOUNDATION PLAN < PROJECT- THE MIHALIOS RESIDENCE \ / / MATTITUCK, SOUTHOLD REVISION DATE+ No, DATE DESCRIPTION /&✓ 629�� \ \ / SCALE; 1/4 SHEET No, S2\ / ANGELO N. VLACHOS P.E. OF S6 T ENGINEER STRUCTURAL 32-52 s8 S-ET,WWDSiDE.m u377 TEL(718)721-2ae r, (718)721-2983 NOTES; t 1. FOR TOP OF ROOF ELEVATION, EXACT WALL COLUMN LOCATIONS SEE ARCH DWGS. i 2. FOR GENERAL NOTES SEE DWG S1. PROVIDE +�+'aa�c •u�rn y\\ ��D2X6 STUDS U)-2M6 STUBS BELOW BM (y,m u•orsrml BEARING PT. BEARING PT. ( ew m(ac •u•ncrtly —— — (4)MICROLAM LVL 1-3/4'x9-3/4' - - - - --- -- I2'x9'PLATE \\ U LED TO TRUSSES FOR \ CONNECTION S \\\ EDGE OF ROOF(TYP) ROOF RAFTES (TYP.) I I \\\ I I I \\ n \\\ BEARING WALL BELOW(TYP) J 1 CEIHLE UP ROOF NG RAFTERS AT THIS LOCATION \\ ti O ES ND 2'x12'RIDGE DEAN \\\ Cl AT HESE LOCATIONS I I N= \\ I \\ F W \\ IW RI ELEVATION TO BE \\ � A;W�) N. CONSTANT AT ALL HIGH \\ X x ROOF LOCATIONS / \\ ,y j,'(fi. / e.9' PLATE NAIL D TO I V'w // RAFTERS FOROOF \ W(dNECTION OF \ I I AOOF)RAFTERS \\ I CEILING RAFTERSA {d+ AT THIS LOCATION + ii I�- --_ .ox`' '(wRnTw' EY a:8➢5 Rxi It'=Tro ^ (SEE DWGGSII esr xoz .w vc. Li u RIDGE ELEVATION TO BE CRONSTANT AT OOF LOCATIO SL H3G%/ ROOF FRAMING PLAN of n°`"' THE MIHALIOS RESIDENCE // J MATTITUCK,5OUTHOLD REVISION _ _ DATE: No. DATE DESCRIPTION Rev, 6-29-00 1 7/21/00 Madlfled Roof Framing \�v/ F 2 j 8/10/00 ModlFled RaoF Fronts g SCALE, 1/4'=V-0' ZDl ! (� ��� SHEET No, a 2 �0'cf9SIONA%- S 5 OF S / 7 ANGELON. VLACHOSP.E. STRUCTURAL ENGINEER *amnni»ii e°�owii i� 2X12 RIDGE BOARD i 2 R�ZER EQ fq 2k1� RAFTf 2X� x y EQ N Pk8 N 2-�8 xDET 1 CO. N EQ. EQ. EQ. EQ. GALV.PRESSED PLATE 2X10 CEILING JOIST (TYPJ STYLE CONNECTORS 141Y HE UTILIZED AT THESE POINTS (Submit Samples for opprovaU TYPICAL R❑❑F FRAMING ELEVATI❑N 1/2• = V-0' RAFTER CEILING JOIST MTS30 STRAP W/ 7-10d INTO STUD & 7-10d INTO RAFTER —2XG STUD DETAIL 1 Not To Scale P. E �F ROOF FRAMING DETAILS THE MIHALIOS RESIDENCE MATTITUM 5OUTHOLP REVISION DATE1 r Na DATE DESCRIPTION 7/21100 Modified Roof Truss De gm Rev, 6-29-00 2 8/10/00 Modified Roof Truss Design SCALE, AS NOTED SHEET No, O N� FFSSIp NAI E S6OF S7 GENER VLM 1. THE CONTACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, 1. ALL WOOD USED FOR STRUCTURAL ELEMENTS SHALL HE AND REGULATIONS WHICH BEAR ON THE SCOPE AND CONDUCT OF IDENTIFIED AS TO GRADE AND IT SHALL BEAR AN IDENIFYING THE WORK IN REGARD TO THE MATERIALS, ASSEMBLIES, FORMS MARK OF AN APPROVED GRADING AGENCY PRIOR TO ITS • AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT USED. DELIVERY AT THE SITE. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 2. ALL STRUCTURAL LUMBER IS TO BE DOUGLAS FIR NO. 2 CONDITIONS AT THE BUILDING SITE, COORDINATE WITH GRADE WITH A MINIMUM ALLOWABLE BENDING Fb=1,875 PSI AND ARCHITECTURAL DRAWINGS, AND NOTIFY THE ARCHITECT AND MODULUS OF ELESTICITY E=1,600,000 PSI. ENGINEER OF ANY DISCREPANCIES. 3. BRIDGING SHALL HE PROVIDED FOR ALL FLOOR AND ROOF 3. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT JOISTS AT MAXIMUM INTERVALS OF 8'-0', ALONG JOIST SPAN, REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CONSISTING OF NOT LESS THAN 1X3 LUMBER OR EQUIVALENT CORRESPONDING PLACES SHALL BE REPEATED. METAL BRACING. 4. IN CASE OF CONFLICT BETWEEN THE NOTES, DETAILS AND 4. ALL WOOD JOISTS 6 POSTS ARE TO BE LOCATED 2' MINIMUM SPECIFICATIONS, THE MOST RIGID REQUIREMENTS SHALL GOVERN. FROM ALL FLUES, CHIMNEYS AND FIREPLACES, AND 6 INCHES AWAY FROM FLUE OPENINGS. 5. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE RESPOSIBILITY OF THE CONTRACTOR. 5. NOT LESS THAN 3 STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR WALL. ON R T 6. ALL CONNECTORS TO BE 'SIMPSON STRONG TIE' OR APPROVED EQUAL. CONNECTORS TO BE FASTENED AS PER MANUFACTURER'S 1. ALL CONCRETE WORK SHALL CONFORM TO ACI-318-95 SPECIFICATIONS. ALL NAILS TO BE COMMON WIRE NAILS (U.O.N.). 'AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS 7• PLYWOOD SHEATING OF ALL EXTERIOR WALLS SHALL BE FOR STRUCTURAL CONCRETE'. BLOCKED VERTICAL DIAPHRAGMS AND FASTENED AS FOLLOWS, - TOP 4 BOTTOM PANEL EDGES AT SOLE PLATES AND 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE HORIZONTAL BLOCKING WITH 8d @ 3' O.C. STRENGTH IN 28 DAYS (F'c) AS FOLLOWS, - AT RIM JOIST WITH 8d @ 3' O.C. BASEMENT FOUNDATION WALLS 3,000 PSI FOOTINGS 2,500 PSI - AT SIDE PANEL EDGES W/ Bd @ 6' O.C. SLAB ON GRADE (INTERIOR) 2,500 PSI - AT INTERMEDIATE FRAMING W/ 8d @ 12' O.C. SLAB ON GRADE (EXTERIOR) 3,000 PSI - AT HEADERS W/ 2 ROWS 10d @ 6' O.C. B. STUDS SHALL BE FASTENED TO SOLE PLATES WITH 4-8d TOE NAILS. CONCRETE FOUNDATION 1. ALL FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED 9. PLYWOOD SHEATHING OF ALL FLOORS AND ROOFS SHALL BE ALLOWABLE SOIL HEARING PRESSURE OF 3000 PSF. PLACED WITH FACE GRAIN PERPENDICULAR TO JOISTS AND NAILED AS FOLLOWS - AT SUPPORTED EDGES AND RIM JOISTS W/ 8d @ 6' O.C. 2. ALL EXTERIOR FOOTINGS TO BE 4'-0' MINIMUM BELOW - AT INTERMEDIATE FRAMING W/ 8d @ 12' O.C. ADJOINING GRADES. 10. PLYWOOD SHEATHING SHALL BE STRUCTURAL II, CDX 3. WHERE DIFFERENCES IN ELEVATION OCCUR, FOOTINGS ARE TO EXPOSURE 1. SHEATHING FOR ROOFS & WALLS SHALL BE APA BE STEPPED AT A MAXIMUM ANGLE OF 30'. RATED 32/16 OR BETTER. SHEATHING FOR FLOORS SHALL BE APA RATED 48/24 OR BETTER. 4. ALL FOOTINGS TO HEAR ON UNDISTURBED SOIL. STRUCTURAL STEE 1. ALL STRUCTURAL STEEL SHALL CONFORM TO A.I.S.C. ASD SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 WITH A MINIMUM YIELD STRENGTH OF 36 KSI. 3. BOLTED CONNECTIONS SHALL BE MADE WITH MINIMUM 3'4 0 A325 HIGH STRENGTH BOLTS UNLESS OTHERWISE NOTED. --- -- - ----- _—" 1� I • . JUL 2 4 2000 GENERAL NOTES �E OF N� �" THE MIHALIOS RESIDENCE ,gyp- KA MATTITUCK,5OUTHOLO 7 y• -r �c REVISION DATE, ! No. DATE DESCRIPTION I 7/21/00 Champed Sheet Number 2 7/21/W Corrected F4 stress of lumber SCALE, \ A.� % SHEET No. � A cn �� G`� RUFf3S1UNA1- �J ANGELO N. VLACHOSP.E. s 1 OF S / STRUCTURAL ENGINEER n»»mrm.vam�nriim ra.ngmaq nx o�gnar NOTES / \ 1. FOR GENERAL NOTES 16'-II' 14'-3' • \ SEE DWG S1. B'REbF.CONCRETE \ \ PORCH ALL VITH l2'ac. \ 2. SLAB ON GRADE TO HE 15 REB RS 8 EACH Y RYP.) \ REINFORCE➢ WITH EERANI TILE PORo1\ \ WWF6X6-10/10. ON 4'THICK cum Tim cumc%AND 3. FOR TOP OF LAB �SLFGAL . INS SETLAB \ ELEVATION SEE SARCH ABOVE 4' SLAB \ DWGS. r ISC FI (FDR POOL — // CERAMIC TILE PORCH 9'-9' EOIIPM LTER LISC NSTORAGEI / sl%NFACE ON 4•rH[a 4. FOR EXACT COLUMN AND COMBINATION CONE.AND -J WALL LOCATIONS, SEE GALV.METAL PAN /,•�•/- ARCH DWGS. SUPPORTING SLAB r ABOVE 4• SLAB % / " / IIP r ON WADE(FOR POOL -9, B" ,� 5. VERIFY ALL DIMENSION FILTER L MISC. y. :•B.•!f,.a•.+i;A, / • EMPMENT STORAGE) / \ / / WITH ARCH DWGS. I — —• /1' — — \ / :••�/ / r`• J 6. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL. ' - •. - I \ T I2'THICK CORC FND VALL(TYP) ICHRAMIC TILE PDRCN A. �S�tW�SOA10E ON 4•DEI 12'-ONIDEYP O'DEEP FTNG 0'I CSWy�DNp3rI.METALSPf9µ 4 IM \ \ 5`AB ON WADE I I 3'NOMINAL DIM STIID • I STEEL PIPE COL (1563'M.D.) \ •: \ I I I \ •E \ 2'-I'VIDEYP UXW FTNG I L — — J . I FIND DEEP aw-RED /FIND CENTERED /\ \ .. 4'SLAB ON WADE 3'-6' I I" ONDOR COL. I . r J RTP) I 1'-6' DEE I S•NOMINAL DIAM STND CO/C.FTNG -i STEEL PIPE CR / \ PROVIDE 305 CONT.ABOVE -6 1' •DEEP CONE. I / \ \ VINDOV DPNGS EXTEND F-0- /FTNG '-a'/D D / a \ PAST FACE OF OPNG!ENDS. COP- f •• I I t�, I I I , \ ' •NOMINAL DIM STM \ \ 3,_D, I I UP \ STEEL PIPE COL 15563'0.11 \ �� .'•"• ::•': B I i I I , I I :,• � I \ \ \ f i \ \ / iEOL TTaSTEEL •' I 4 / e-]5]. SOLID \ ^ 11-0-DE / / \ \ I 0 BLOCK WALL 8'-75X SOLIDCENTEREDGONGFTN 2,_4, HL / \ OIX VALL ` LHIER COL / I JI I ti I I ' I I •,. I � 12'%t2'SRID 36' � � // / \\• •� / PIER I ! I et I - - - - - - - r,•• I I 4 L_ — — — J I I .. — —\ 4'SLAB ON WADE 6a r 3/'-8' •J \ EXCAVATED r f• / FOUNDATION PLAN THE MIHALIOS RESIDENCE 12•-a• 4'-B• •,•:�, / //,•�.// P•C E Oe(A N by MATTITUCK.5OUTHOLD / •// /, .�• / 5. UJ REVISION DATE, '�•. ` /,r` / .' F No. DATE DESCRIPTION Rev. 6-29-00 •4\ /y/ / Ij* 1 7/21/00 Expanded Basement L Added 13'-1' Calumn at Easter) Bedrooms SCALE, \.'• \ /"i -/ 2 7/21/00 Changed Sheet Number 1/4A-1'-OA 3 7/21/00 Added Parch FaATdatbn Watt SHEET No. i / \ /�/ C7 ANGEI,O N. VLACHOSP.H C \:.../ STRUCTURAL ENGINEER ivmucwcwmAxrum .pigmm ti P�amb� NOTESi L FOR TOP OF FLOOR ELEVATION, EXACT WALL 16'-11• 13,_11, COLUMN LOCATIONS SEE ARCH DWGS. VERIFY ALL y-9• DIMENSIONS WITH ARCH DWGS. 2. LEGEND- _ VINDICATES — DIRECTION OF SPAN OF I \ WOOD JOISTS. / \ NDICATES TYP) BE®IPARTITION 111111 I CONSISTING WOOD STUDSO2 @ 16'4 O.C. — — — — — — — — — J ® INDICATES 'I \ EXTERIOR BEARING WALL \ CONSISTING OF 2X6 \ SEE I WALL FOUNDATION PLAN(TYP) WOOD STUDS @ 16' O.C. INDICATES 1z•-fo• I „d �, \ 39•-4• CHANGE IN FLOOR ELEV. I0. \ 3. BUILT-UP WOOD 9 \ COLUMNS TO BE HORIZONTALLY STRAPPED L'{� •F�'\ NAILED @ 12' O.C. U.O.N. LILLY CLL BELOW X24 FOR HEADER SIZE SEE 4, DOUBLE MICROLAM LVL Lil vtaxt7 % J19q \ NOTE a(TYP) BEAMS TO BE NAILED 1 0(90 TOGETHER W/ 3 ROWS 16cl F q 12' O.C. (U.O.NJ C Sl p zxe sruos w POST UP 6X6 SOLID r �'� v \ SEEDETMS6 5. ALL WINDOW/DOOR BUILT-UP BOLTED � 4� o+'� Pb� \ HEADERS TO BE A MINIMUM o� W/2 ROWS Wo! nt e' s p 9'O.C.STAGGERED A FIRE- S' OF C3)-2X10 @ 2X6 STUD MST UP To SEC FL : U PLACE , qp \ WALL / (2)-2X10 @ 2X4 6x6 SOLID OR(4)-2X6 tea STUD WALL U.O.N. ON PLAN BUILT-UP "TED V/ 2 ROWS 4 !9•RC 2)-2x4 PAST ` 4/ as STUDS UP PROVIDE (2)-2X6 / STAGGERED 4 �+a TO RGDF OWN To LD BN o . SEE DET A/S6 )'-4• (2)-2X4 JACK STUDS FOR @ BLOCK WALL ,. `y�(' /d OPNGS UP TO 6 FT vlaxv <z xla — BELOW s,9 • qe- ( (3)-2X6 / (3)-2X4 JACK LALLY(SIL BELOW o Fbif/ QC \ •-s• STUDS FOR OPNGS ABOVE ;r+sF 6 FT FOR 2X6 6 2X4 f� 4 \ 13'_U• STUD WALLS ^� °'RZ \ RESPECTIVELY. C d —n1sK BELWALL q+ TY ap y,_y \ /e6e. \ 61 OPEN \ Ny', `/P // t�_4. GARAGE 4'SLAB ON GRAZE 22' REINFORCED V/VVFfi%6-10/10 2xla 116.OC 2x10!` 16'O.C. �r (2)-]lf>'91S MCROLAN LVL (NOTE 4) A6 4 CTYP! GE) 8•Rflniarced Carcretf Md � P/f / / / DOM HEADER-(3)-194'x14 NICROLAN LVL BELTED TOGETHER V/2 ROWS lro BOLTS!24'OC. )-2X&S UOS BELOW 01 0BEARING (TTP) / 12•-9• / // FIRST FLOOR FRAMING PLAN THE MIHALIOS RESIDENCE \ // MATTITUCK,5OUTHOLD \ OF -v REVISION DATE, \ / S NO. DATE DESCRIPTION \ / 1 7/21/00 Added Balcony Floor Joists Rev. 6-29-00 2 7/21/00 Choneed Sneei Nun4er SCALE, 3 7/21/00 Corrected Garage Location 1/4e=14—Of • 13 IM / �t, V i _ ( SHEET No. ro S3 S7 ���GF � `� �� ANGELO N. VLACHOSP.E. OF ESSIONPI-� STRUCILRAL ENGINEM Ynnnmm.faacnn.xrnm 1H.OlRn,Yw 4Aimgm-feI NOTES 1. FOR TOP OF FLOOR ELEVATION, EXACT WALL COLUMN LOCATIONS SEE ARCH DWGS, 2. LEGEND- , INDICATES PROVIDE u)-n6 DIRECTION OF SPAN OF (3)-% STUDS BELOW BN WOOD JOISTS. DEMING PT. ® INDICATES BEARING PARTITION CONSISTING OF 2X4 WOOD STUDS a 16' O.C. ® INDICATES �y EXTERIOR BEARING WALL • CONSISTING OF 2X6 WOOD STUDS a 16' O.C. 3. BUILT-UP WOOD COLUMN TO BE HORIZONTALLY STRAPPED 4 NAILED 2 12' Ga, OA O.C. U.O.N. vta%v PROVIDE(4)-2X6 �Qc ata 4. DOUBLE MICROLAM LVL STUDS BELOW BN ST BELOW 2XB STUDS FROM FND BEAMS TO BE NAILED BEARING PT. d SEE DWG S3 WALL UP TO RODE TOGETHER W/ 3 ROWS 16d d S \ xx e 12• O.C. (u.O.N.) 5. ALL WINDOW/DOOR o \ _DETA� a� HEADERS TO BE A MINIMUM PROVIDE(4>2X6 ?ua OF (3)-2X10 a 2X6 STUD STUDS BELOW BN 2x8 STUDS FROM FRO BEARING PT. PROVIDE(3)-2X4 ♦ v 4� WALL / C2)-2X10 2 2X4 (3)-I%XIL4 NICROLAN LVL CRR.OVER POST BOLTED STUDS BELOW BN TJ'.\' WALL UP TO ROOF TOGETHER V/2 ROWS Il'e BOLTS a 24'OG BEARING PT. c4a ' < \ STUD WALL -2X6 ON PLAN r----------------------------- wr. ( J-2xta � POST aLDv PROVIDE (2)-2X6 / I r----------------------------� SEE DVG S3 \ (2)-2X4 JACK STUDS FOR I PRO4tIE(4)-2X6 BEARING WAIL DST BELOW II rJul OPNGS UP TO 6 FT & I I STUDS BELOW BN ,ROVE SEE DVG 33 ( OET A '' I I BEARIIR PT.DOWN to <3)-2X6 / (3)-2X4 JACK I I TO VIV14V HEAVER STUDS FOR OPNGS ABOVE OVIDE(4)-284 I I I I STUDS BELOW SM 6 FT FOR 2X6 6 2X4 I I I I 2X8 a 16'U.C. BEARING PT' 1eATu) STUD WALLS I I I I 2xla a 16•ac OPEN STY 2;SNB RESPECTIVELY. II II � II II I I I II II II II STUDS BLOW BN OPEN BEARING PT. 6(y II II Q II II �r `yam OST 6X6 S0.[➢ OR(4)-2X6 BuaT-uP I I I l'T ) t ppmµLVL } 149 OPENS �k RDE �zd I I IRED +10'�' a $, s I II II L_-—-------------—--------- fir. PO PROVIDE(4J-2%6 ST fi%6 SOLID OR STUDS BELOW BN Q: (4)-2%6 BUILT IP BEARING PT. PROVIDE 44)-2%6 VIDE(4)-2X6 STUDS BELOW ON STUDS BELOW BM BEARING PT. BEARING PT. - a+ /ag Qq SECOND FLOOR FRAMING PLAN Ma - THE MIHALIOS RESIDENCE OF MATTITUCK,5OUTHOLD '�; ,.� A A k' REVISION DATE / } � No. DATE DESCRIPTION Rev. 6-29-00 I 7/21/08 Added Bedroom Balcony Framing I • 2 7/21/08 CHdrgd Sheat Numoer SCALE, } 3 7/21/00 Corrected Garage Location 1/4M=1'-oi SHEET No. "GU0 N. VMCHOS P.F_ S4OFS / STRUCTURAL ENGINEER n.vnmsce.wman.xr ivn *amam.aw eupmmm NOTES; 1. FOR TOP OF ROOF ELEVATION, EXACT WALL COLUMN LOCATIONS SEE ARCH DWGS. 2. FOR GENERAL NOTES SEE DWG S1. u)-2xspsTuns ///M QAra •• \\\ a iZX6OW STUDS BELOW BM / ` BEARING PT. BEARING PT. — — I (4)MICROLAM LVL 1-3/4'x9-3/4' — —— -- [ed ape He r rs I2'x9'PLATE \\ I C MAILED F CDTRUSSESSES OR \\ v'^ NNECTIOM OF •« ROOF RAFTERS \\ EDGE OF ROOF(TTP) (TM)<T ) w i5 bu EX ENE •L➢CARIDGE BEAM A \\\ Iu a DOUBLE UP RAFTERS \\ H AT THIS LOCATION \\ W r \\ BEARING WALL BELOW(TYP) ,(°�ti O ^tl a ,fie` \\ ——————— GO MICROLAM ILHEEAA➢ER%9)i' \\ �` \\ M•amr MIIWI Ycwwa ) 2x10■I6'OC. II PROVIDE I (4)-2x4 STUDS BEARMG�/ ' 2'MB'PLATE \ / c NAILED TD POST BELOW // Ic fSEE DWG SO CON/ b v (Typ.I \ ,b J; , PROVIDE (4)-2x6 STUDS BELOW HM �4 O_ �+ BEARING PT. 0 — \ POST BELOW / � •4. // / u u / \\ // ROOF FRAMING PLAN THE MIHALIOS RESIDENCE \\ // O F MATTITUCK,SOUTHOLD KA c REVISION DATE, \\ // No. DATE DESCRIPTION 1 7/21/00 ModlFled Roof Franlnp Rev. 6-29-00 'IV/ SHEET No. SS S7 r 2 G ANGELON. VLACHOSP.E of STRUCTURAL ENGINEER >raumuxromm..xr ism mawmaa mm9m.m 2X12 RIDGE HOARD 2X,o RP . EQ' f� 2k1p RAFTeR Tr x Yp� 6 aux X15 a 2X6 xf DET I a 0 Q. EQ. EQ. EQ. EQ. GALV.PRESSED PLATE 2X8 CEILING JOIST (TYP•) _ STYLE CONNECTORS MAY HE UTILIZED AT THESE POINTS (Submit Sanples For approw0 TYPICAL TRUSS ELEVATI❑N 1/2• = F-0' RAFTER CEILING JOIST MTS30 STRAP W/ 7-10d INTO STUD 4 7-10d INTO RAFTER 1-2X6 STUD DETAIL 1 Not To Scale TRUSS ELEVATIONS &DETAILS THE MIHALIOS RESIDENCE MATTITUCK.5OUTHOLD / r of NF,, REVISION DATE, H No. DATE DESCRIPTION \ Rev, 6-29-00 1 7/21/00 Modified Roof Truss Design SCALE, 0 * AS NOTED ( SHEET No. S6OF S7 ESSIONf'1" i SECOND FLOOR ELEV. ' SEE ARCH. DWGS I FIRST FLOOR ELEV. ' CDX PLYWOOD SHEATHING i SEE ARCH. DWGS i LALLY COLUMN SEE PLAN DOUBLE 2X6 ' DE TOP PLATE I GRADE ' 12'X12'%94' BASE PL x-x V/ 2-Yr'0 ANCHOR BOLTS FLOOR JOIST 1'-6' MIN. 4' GARAG CELLAR I SEE PLAN SLAB ON •� 2X6 STUDS 216' O.C. S.O.G. I N.S. GROUT AS REO'D C1' MIN) CRAWL SPACE j GRADE s 121 8' MIN FIRST FLOOR ELEV. 2X6 SOLE HEADER/STRINGER •' . •.I ••• SEE PLAN AREACAVATED .: 4'-0' MIN. 4'-0' MIN. SEE ARCH. DWGS PLATE JOIST TO MATCH FLOOR '•• . . �• JOIST (TYP) '• SSS 2X6 P.T. SILL PLATE / " •• ' CDX PLYWOOD 4.0 ANCHOR BOLTS GLUED 6 NAILED 2 4'-0' D.C. SEE PLAN--j ' MAX DIST FROM END OF EA SECTION OF SILL PLATE FLOOR JOIST IS 1'-0' __2,_0,� �--2'-0'-- SEE PLAN 12' MIN. �• ! —37SECTI❑N 2 NOTES FOR INFORMATION NOT SHOWN NUTS- FOR INFORMATION NOT SHOWN • •• SCALE 3/4• - 1'-0' SEE SECTION 1 THIS DWG. SEE SECTION I THIS DWG. 12' CONC FND WALL A. SECTI❑N 3 SECTION 4 ' '• SCALES 3/4• - 1'-0' SCALE, 3/4' = 1'-0' CELLAR ELEV. .• SEE ARCH. DWGS #5 DOWELS BLOCKING 2 1 ♦ MIN 2 4'-0' D.C. 4'-0' O.C. MAX 1 8' x-x�-x :.A 4' S.C.G. 0. 2X8 STUDS 2xs stuns 46 TOTAL) xxs Bruns DETAIL A TYPICAL EXTERIOR WALL SECTI❑N 1 'G - SCALE, 3/4' = 1'-0' SECTIONS & DETAILS ,qc w ^� THE MIHALIOS RESIDENCE MATTITUCK.SOUTHOLD REVISION DATE, ` No. DATE DESCRIPTION �I + 1 7/21/00 Modifled sheet number SCALE, AS NOTED 6 ty� SHEET No. R0Ff9SI mP_ ANGELO N. VLACHOSP.E. S7 OF S7 STRUCIVRAL ENGINEER 2ffH�.p�.,NTllnl Rp10nIRY tt Q1094MO