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30219-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30998 Date: 06/22/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2520 CLEARVIEW AVE SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 10 Lot 29.1 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 5, 2004 pursuant to which Building Permit No. 30219-Z dated APRIL 6, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH GARAGE UNDER, COVERED FRONT PORCH, PORTICO & REAR DECK AS APPLIED FOR, & AS PER CONDITIONS OF ZEA #5602 DATED 11/30/04 The certificate is issued to EILEEN BUGLION (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0154 05/19/05 ELECTRICAL CERTIFICATE NO_ 2041533 04/12/05 PLUMBERS CERTIFICATION DATED 05/24/05 PAUL SCHUMAN Au orized Signature Rev. 1/81 q 2 5 2r'S Form No.6 I TORN OF SOUTHOLD t BUILDING DEPARTMENT A - • •• TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be tilled 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 101a 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 Plamung 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: L 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, Swimnung 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. 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. Zc/o l' New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: �4e S0 , -400 P House No. Street Harriet Owner or Owners of Property: 97t IFf n � �5 J9 L rO,ti' Suffolk County Tax Map No 1000. Section Block�G _Lot R171 Subdivision Filed Map. _ Lot: Permit No. 1 Date of Permit.__ tF 6 O Applicant: SAY"f _ / t� Health Dept. Approval: : 1 0 0) 0 Sa_Underwriters approval: Y f,2105- ( Ex r 020t l S-33 Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) i� Fee Submitted: G Applicant azure 6 ,R - 68375 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. 30219 Z Date APRIL 6 , 2004 Permission is hereby granted to: EILEEN BUGLION 7 PENNY LA NISSEQUOGUE,NY 11780 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE UNDER, COVERED PORCH, PORTICO & REAR DECK AS APPLIED FOR; FLOOD PMT. INCLUDED at premises located at 2520 CLEARVIEW AVE SOUTHOLD County Tax Map No. 473889 Section 070 Block 0010 Lot No. 029 . 001 pursuant to application dated FEBRUARY 5, 2004 and approved by the Building Inspector to expire on OCTOBER 6 , 2005 . Fee $ 1 , 412 . 20 Authorized Signature ORIGINAL Rev. 5/8/02 19 5 BY TCERTIFICATE OCOMPLIANCE NEW YORK BOARDOFFIRE UNDERWRITER 5 S 5 BUREAU OF ELECTRICITY 5 5 tj 40 FULTON STREET - NEW YORK, NY 10038 e5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 5 LET ELECTRIC CO. EILEEN BUGLION �5 5 56 DUNN COURT 2520 CLEARVIEW AVE 5 5 SAYVILLE, NY 11782-2002, SOUTHOLD, NY 11971 5 �5 c5 Located at 2520 CLE.ARVIEW AVE SOUTHOLD, NY 11971 5 Application Number: 2041533 Certificate Number: 2041533 Section: 070 Block: 0010 Lot: 029.001 Building Permit: 30219Z BDC. ns11cl 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: �5 I�5 Basement,First Floor, Second Floor,Attached Garage,Outside, Attic, r5 �C A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Da of 5 5 12th y April, 200 ' 5 Name OTTY Rate Ronne Circuit Type 5 alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 Sensor 7 0 Smoke 5 C5J Appliances and accessories S 5 Furnace 1 0 Oil 5 5 Hydro Massage Tub(Therapeutic 1 0 5 5 U%cc l 0 40 ",mp, 5 Dish Washer 1 0 1.2 KW 5 5 Au'Conditioner 2 0 36.000 BTU 5 Wiring and Devices 5 Receptacle 58 0 General Purpose 5 5 Switch 56 0 General Purpose L5� Fixture 49 0 Incandescent 5 5 Paddle Fan 12 0 5 5 Receptacle 2 0 20 amp Laundry C 5 Receptacle 8 0 GFCICDjI 55' Disconnect 2 0 60 amp Air Conditioner sea! �5 5 Service �5 5 Continued on Next Page l of 2 eL 5 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 5 o s��nrn�nss�nns�n�rt�n��n�r r� s �r� �� �s� s t n��t n rn�nrr�nrs31o o rrr.SL3nrrrLrr rr3pLl immlm mmiumm M1191 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 55 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 LET ELECTRIC CO. EILEEN BUGLION 5 5 56 DUNN COURT 2520 CLEARVIEW AVE 5 5 SAYVILLE, NY 11782-2002, SOUTHOLD, NY 11971 c5 Located at 2520 CLEARVIEW AVE SOUTHOLD, NY 11971 55 Application Number: 2041533 Certificate Number: 2041533c� Section: 070 Block: 0010 Lot: 029.001 Building Permit: 302192 BDC: ns11 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor,Attached Garage, Outside, Attic, �5 SA visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 12th .April, 2005. 5 Name QTY Rate Rating Circuit Type 5 5 1 Phase 3W Service Rating 200 Amperes Service Disconnect: l 200 cb 5 Meters: I 5 5 5 5 5 5 5 5 5 5 5 5 Sca/ 55 550 2 of 2 5 S5 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 DcPrJrrurrurrurlrJrrurJ orrurrurrrrurrurrrrrrurJ�rJrs rJrJrJ c lir n�ncnrJrT� �nrJcn rrNJcn rJrJ rr�rJrJrJrJrrrrrJ�rJrr5.0- o FFO(/(GO co�� e Town Hall, 53095 Alain Road O Fax(631) 765-9502 P.O. Box 1179 y�ol �� Telephone(631)765-1502 Southold. New York 119'1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: S12, O S Building Permit No. �0 Owner: IN 5 u'? ioNi (Please print) Plumber: 4C ,/ S / C [tee wi 4 r,, (Please print) I certify that the solder used in the water supply system contains I than 2/10 of 1% lead. 7 IPlurn ers Signature) Sworn to before me this day of (A A-j '100s JNOTARY Pohn M.Judge UBLIC State Of Now York No.01 40d Qualifieded In In Suffolk County Commission Expires May 29,20 Q-7 Notary Public, _5 , �� k _County �gOFFO(,�C APPEALS BOARD MEMBERS p� O Southold Town Hall Ruth D. Oliva, Chairwoman �� � 53095 Main Road Gerard P. Goehringer y z P.O. Box 1179 Lydia A. Tortora 0 ^+ Southold, NY 11971-0959 Vincent Orlando 'F�I-e � Tel. (631) 765-1809 James Dinizio, Jr. Fax (631) 765-9064 hap. ' outholdtown.north fork.net BOARD OF APPEALS t TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 4, 2004 ZBA Ref. 5602 —James and Eileen Buglion Property Location: 2520 Clearview Avenue, Southold; CTM 70-10-29.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' 29,142 sq. ft. parcel has 90 ft. along Clearview Avenue and 337.85 feet along Gagen's Landing Road in Southold. The property is improved with a single-family dwelling with garage, under construction (building permit#30219-Z). BASIS OF APPLICATION: Building Department's August 5, 2004 Notice of Disapproval, amended August 26, 2004, citing Section 100-244B in its denial of a building permit request for a proposed addition with a front yard setback at less than 40 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 21, 2004 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to add four feet to the existing four ft. porch, resulting in a 36' setback from the westerly property line, as shown on the February 21, 2001 survey, amended August 24, 2004, by Joseph A. Ingegno, L.S. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The new dwelling was elevated to meet the requirements of the Flood Elevation Management Law. The property is a corner lot with frontage along two streets and restricted to building in other areas due to established wetlands. The existing setback is 40 feet, and the 4 ft. 3 in. setback reduction relative to the raised open deck, and upper level deck with roof, would result in a 36+- ft. setback. The parcel is 90 feet wide and 337 feet long. ti Page 2—November 4, 2004 File No. 5602—James and Eileen Buglion CTM Id: 70-10-29.1 There is no other design or yard area available that would allow an 8 ft. wide open porch/deck by adding a 4 ft. 3" extension. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The benefit to the property owner is not available in any other design or location and is related to safety reasons and appearance. 3. The variance granted herein is the maximum the board would approve. The request is for a 4 ft. 3 in. reduction as an addition to the 4 ft. wide open porch. The relief granted is 10.7% less than the 40 ft. minimum code requirement. 4. The difficulty was not self-created and is related to the 90 ft. width of the lot and limited building area. 5. No evidence has been submitted to suggest that a minor variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a small open porch/deck extension, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the February 21, 2001 survey, amended August 24, 2004, by Joseph A. Ingegno, SUBJECT TO THE FOLLOWING CONDITION: That the raised 40' x 18' (40' + 12') open porch/deck area shall remain open on three sides and not be enclosed (the upper deck covered with a roof), as shown on the applicant's sketch of the south side view porch elevation. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva Chairwoman), Goehringer, Tortora, and Orlando. (Member Dinizio was absent during this res uti n.) This Oes n was duly adopted (4-0). o� Ruth D. Oliva, Chairwoman i. C/04 Approved for Filing < n � ij Albert J. Krupski, President ��O �SoF Town Hall James King,Vice-President 53095 Route 25 Artie Foster .f. P.O. Box 1179 Ken Poliwoda T Southold, New York 11971-0959 CA .1hC Peggy A. Dickerson G O Telephone(631)765-1892 OIyC�UN% Fax(631,1765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Building Dept. FROM: Board of Trustees DATE: April 28, 2005 RE: JAMES BUGLION 2520 CLEARVIEW AVE., SOUTHOLD SCTM#70-10-29.1 With regard to the above-referenced property, an inspection was made and it was determined that the single-family dwelling and decks were constructed in compliance with Wetland Permit #5938, as issued on June 24, 2004, and amended on October 20, 2004. If you have any questions, please do not hesitate to contact us. 7)R -2 8 2005 3�1A 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 401z- DATE DATE 3 °� INSPECTOR �n 765.1802 BUILDING DEPT. FOUNINSPECTION [ DATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. W" °f' DATE ` Z [Oq INSPECTOR � "` Z- 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION [ ) FRAMING [ ] FINAL bg�FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: O DATE INSPECTOR ,� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION AgwzREMARKS: DATE �� °?�� �� INSPECTOR �� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [(FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: o . ds DATE INSPECTOR HAWKINS WEBB JAEGER PLLC ENGINEERS ■ ARCHITECTS • SURVEYORS • PLANNERS ESTAB. 1872 — � MATTHEW D.CRANE L.S MICHAEL F.MORBILLO Al C b WILLIAM L.JAEGER II, P.E., L.S 1 - FRANCIS A.HAWKINS 1913 HERN P.N Z 2005 s NS 1962 CHARLESS.S.WEB R.L.S 2004 February 18, 2005 Building Department Town of Southold Town Hall, 53095 Route 25, P.O. Box 1179 Southold, NY 11971 Attn: Southold Building Department Re: New Residence for Buglion, Located at the corner of Gagen's Landing Rd. & Clearview Ave. This letter is to inform you that the Microllam LVL that was used in the Master bedroom and Basement in place of the specified Glulam beams on the plans are in conformance with the New York State Building Code. If you have any questions or would like to discuss this further then please contact me at my office at(631) 732-7777, ext.112. Thank you for your attention to this matter. 4cerely, Michael F. Morbillo, AIA 4 Architectural Department Manager FE E) Aqc �5 FRM1cIS 0 -yT No.025202 Uc� ROF NE� J 3239 Route 112—Blda. 8-Suite 1. Medford. NY 11763 PHONE(631)732-7777 FAX(631)732-7760 Visit our web site at www.hwiaeaer.com HAWKINS WEBB JAEGER PLLC ENGINEERS ■ ARCHITECTS ■ SURVEYORS ■ PLANNERS ESTAB.1872 MATTHEW D.CRANE L.S MICHAEL F.MORBILLO Al WILLIAM L.JAEGER II, P.E., L.S FRANCIS A.HAWKINS 1913 JUN I 1 2005 HERMAN P.HAWKINS 1962 I .. J CHARLES S.WEBB JR.L.S 2004 1 - June 10, 2005 I F. p1 Building Department Town of Southold Town Hall, 53095 Route 25, P.O. Box 1179 Southold,NY 11971 Attn: Southold Building Department Re: New Residence for Buglion, 2520 Clearview Ave., Southold This letter is to inform you that on June 3,2005 my firm examined the structure of all of the decks/terraces for the above referenced project. Upon completion of our inspection it was determined that the decks are in conformance with the New York State Building Code. If you have any questions or would like to discuss this further then please contact me at my office at(631) 732-7777, ext.112. Thank you for your attention to this matter. rely' - ichael F. Morbillo,AIA Architectural Department Manager BRED Aqc EpAN01S 4 y�n � _ o No.025202 F OF NES 3239 Route 112—Blda. 8-Suite 1 Medford. NY 11763 PHONE(6311732-7777 FAX(631)732-7760 Visit our web site at www.hwiaeaer.com PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 • FAX 631-614-3516 • e-mail: joseph@fischetU.com p 27C' Date: October 20, 2004 Reference: Buglion/Clearview Ave Southold Building Dept Main Road Southold, NY 11971 Dear Sir, I inspected the metal strapping for the framing on the main structure and certify it to be in accordance with New York State Codes. This certification does not include the strapping for the 1 st and 2"d floor decks. This is being completed allow roof d wall sheathing to continue. NEW y0 t � 9 C_ FU n F 2`P 0. 05 a�OFESSI��P J ep etti, P.E. aug�-�wgmv � t _ F. I ti j I` FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ;ELEVATION CERTIFICATE J'-11 17 ?CICS Ym rtant: Read the instructions on pages 7 -7. SE TION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDINGWNER' E Polley Number -J AM -- �/La-& ti A UG-L/0 N BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg. No.)OR P.O. ROUTE AND BOX NO. Company NAIC Number Z S z0LE eulew A tvpNv4 CITY STATE ZIP CODE Sod+*O�'/ N- q - /I 97/ PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 1,1200 --,'C) - /0- 09- / BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.) I LATITUDE/LONGITUDE(OPTIONAL) `` �/ HORIZONTAL DATUM: SOURCE: LI GPS(Type): ##.#1F" or #Q.> #°) ISI NAD 1927 I_I NAD 1983 i_I USGS Quad Map i_I Other SECTION B-FLOOD INSURANCE RATE MAP (FIRM)INFORMATION B1.NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2.COUNTY NAME B3.STATE'' 11 wN 0,c So✓,Yhdd .� og/3 �c o 84.MAP AND PANEL B5.SUFFIX B6.FIRM INDEX B7.FIRM PANEL B8. FLOOD B9.BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVEIREVISED DATE ZONE(S) (Zone AO,use depth of Flooding) /lab G 1 ,*IAY H, /9ug I A& 8 . 0 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. 1-1 FIS Profile 1g1 FIRM 1J Community Determined 1-1 Other(Describe): B11. Indicate the elevation datum used for the BFE in B9:y I NGVD 1929 1_1 NAVD 1988 1_1 Other(Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? Ll Yes `6/1 No Designation Date: / SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Ct. Building elevations are based on: 1-1Construction Drawings' 1-1Building Under Construction' JKIFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number_7 (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations-Zones Al-A30, AE,AH,A(with BFE), VE, V1-V30,V(with BFE), AR,AR/A,AR/AE,AR/Al-A30,AR/AH,AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum,V Gbh 0I Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? 1_1 Yes JA No ❑ a)Top of bottom floor(including basement or enclosure) A .Z ft.(dk) ❑ b)Top of next higher floor is I ft.lo ❑ c) Bottom of lowest horizontal structural member(V zones only) u�it _ft.(Kq A. S�\ ❑ d)Attached garage(top of slab) E EI a)Lowest elevation of machinery and/or equipment w , i servicing the building (Describe in a Comments area.) ft.W4 g= O ] f) Lowest adjacent(finished)grade(LAG) _ 7 .$ft(do (] g)Highest adjacent(finished)grade(HAG) 9 ft.A I ❑ h)No.of permanent openings (flood vents)within 1 ft.above adjacent grade O ❑ 1)Total area of all permanent openings(flood vents)in C3.h N fA sq. in.4cgo4ill SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION j This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A, B,and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CER IFIER'S NAME LICENSE NUMBER TITLE J/ COMPANY NAME f�.dw SUP Cc SO ezb A t9P9 kU. �qr.� °SvovATE eyo.t ADDRESS 1?� . �x. /C/ J IC 1yee Mem W. V- //90/E096S— SIGNATURE DATE TEL PHONE 06--09-0S (031 - )2J- 0090 FEMA Form 81-31, Janua 003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding Information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS(Including Apt..Unit,Suite,and/or Bldg.No.)OR P.O. ROUTE AND BOX NO. Policy Number 27 Gl.-a,edJe0_� 4opv4e CITY STATE ZIP CODE Co)npany NAIC Number SECTION b-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and (3)building owner. COMMENTS I I Check here If attachments SECTION E-BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items E1.through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed– see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is 1-1-1 ft. (m)1_1_1 in.(cm)1_1 above or j_I below (check one)the highest adjacent grade. (Use natural grade,if available.) E3. For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is 1-1-1 ft.(m)I_I_Iln. (cm)above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4.The top of the platform of machinery and/or equipment servicing the building is 1_IJ ft.(m)IJJ in. (cm)1_1 above or 1_1 below (check one)the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?I—I Yes 1-1 No I__I Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A, B,C(Items C3.h and C3.i only), and E for Zone A (without a FEMA-Issued or community-issued BFE)or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS I—I Check here if attachment SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B.C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,or architect who is authorized by stale or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_1 A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.1_1 The following information(Items G4-G9)is provided for community floodplain management purposes. G4.PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7.This permit has been issued for: 1_1 New Construction 1_1 Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building is: —ft.(m) Datum: G9. BFE or(in Zone AO)depth of flooding at the building site is: —ft. (m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I I Check here if attachm FEMA Form 81-31,January 2003 Replaces all previous edit!( Jrr� H i.R- {7' T TRY uVr' Y • J111 IEGLS"r!l'JJr '.1I:1 �T:'.TI511."1 A +.i Mnnru"G F: )F RFf'O aU56l,'N%,C.Er.I e.NT OFn;JEI, 'r./C�1 frzE.Econ, ')r INFofU:L^;nON 6F1 li.[.fi OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED 13Y THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations j of the Code of the Town of Southold: "Floodplain Development Permit PPIWc tion" [ FDP(9311 ,incl "l-er'rifir-are of Compliance f"r Development in pe,:iJl Floud Hazard Area5-77 TOWN OF SOUPIOLO r Judith T . Terry Southold Town Clerk A.u,lust 25 1993 �PPLICATIOf•I b P:^.GF I nf TOWN OF OUTHOLD CLOODPLUN DGVELOPNILNT PGP-NIIT MTLICA'M0N This form is to be filled out in duplicate. ,)E('fION L GENERAL PROFUSIONS S.PPLIC0.N'I to read and sienl: 1. No work may start until a permit is issued. 2 The permit may be revoked if any fahe statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasoaable inspections required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT AL HEREIN AND IN ATTACHMENT'S TO THIS APPLICATION ARE,TO THE T OF MY _NVIAE GE, TRUE AND ACCURATE. (APPLICANTS SIGN UR �— DATE 7=� SECTION PRPROPOSFD DE,rEI,0PM Wr (To he completed by APPUCA� _ fJA.I=tE _ _ _ ADDPESS _ _ TELEPHONE .APPLE�Afl BUILDER - ----- ENG[NEER PROJECT LOCATION: To avoid delay in processing the application, please pro-Mc. enoueh information to easily identify the project locadon Provide the street address, lot number or Ito description (at(ach) and, outside urban areas, the distance to the ¢carat intersecting road qtr •„ell-Ino•Av Isn;lmark A sketcb attached to this application showing the projccl location would be hciphd FDP(931 i A-PPLICATJON DESCp.IPTIOfJ OF WORK (Ch-d; all apphcablr boxc;) .A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE T rTE 17 New Structure O Resideotial (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Altuatiou ❑ Noo-residcoual (Floodproofing? O Ycs) ❑ Relocation ❑ Combined Use (Residential & Commercial) Cl Demolition F ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yu) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACITVITIES: ❑ Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) O Indmdual Water or Scmcr S'f,(CM ❑ Other (Please Specify) Aliar completing SE(-IION - AF'PL(,'.^_NT shriul.l submit ir,rm to Loral Adminisrrator (cr rc%�c SECTION J• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) Th: prop,,-,-d devclopmcut is 1,�-stcd n FERM Pancl No Datcd _ The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the appUcatiou review is complete and NO FLOODPLAIN DEVELOPMENT PERJ.fI'T IS REQUIRED). 0 Is lowtcd in a Special Flood Hazard Arca. FTRI-f ranc rl signaiion is 100-'tear tlotxd elevation at the sue E: Ft. NGVD (MSL) ❑ (Juavailablc ❑ Tbc proposed dcvdopmcnt is in a Ilrodway FBP,t Parcl No L)atcd _- .r Q.PFLICATIGN P .r,F ] OF a SE�C-jj a: ADDfTI NA[- WFORMA.TI( P IJIR -DjTn be comrlete_d bs LOt_-AJ--ADf.IRJISTR�TORI The applicant must submit the documents checked below before the apphcauon can be processed. CJ A site plan sho•+nng (be locauon of all c.ristrcg structures, v.atcr bodies, adlaccot roads, lot dimensions and proposed devclopmeot. O Development plans,drav,m to scale, and spccificatipra, including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basemeul), types of water resistant materials used below the Fust floor, details of floodprootmg of utilities located below the fust floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or S acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fl➢ elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (coo-residential only) Ft.NOVD (NISL). For floodproofed structures; applicant most attach certification-from registered engineer or _ architect. ❑ Certifi�atioo from . registered cngmeer that the proposed acds4.ty m a regulatory floodway v.ill not result in any iucrcasr in the height of Lhc IW-ye.v flood. A copy of all data and calculations supprxling this finding must also be submitted. ❑ Other. _ ,�,Et�TIt1N 5• PERhtfT DL•`fERhfIN4T10N��'o be cornplctcd �,v LLi:AL ADhNNISTILlTOE21 If have determined that the proposed activity. A. O 1s B. O Is no( in conformance with provisions of Local taw W , 19 The permit is isued subject to the conditions attached to and made part of this permu. SIGNED` ii ch—_cke_d, the L.i�it :'.dmmisiralor may rive t Dr;clopmenl Prrmit upon payment of desiplated frf_ B is checked, [hr. Local Admtnistra(or wril provide a written summary of dchcucncics. Applicant may re•ise and resubmn an appfication m tho Lo-al Adrumisiralnr or may rcqucst a h^armg from (he Board of `FP-�L ' - -.f PLI,".n TION a P '.. .E I F i � PPF_>L1 A pp<alcd to Board of App,aW O Yc: U t io Hearing date: Appeals Board Decision --- Approycd? O Yes U No Coadltlo" SFCTION 6: kS•BUILT ELEVATIONS (To be submiucd by APPLICANT before Certificate of Compliance is issued) The following information must be provided for projcct structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). f 2. Actual (As-Built) Elevation of floodproofmg protcuioa is FT. NGVD (MSL). NOT': Any work performed prior to submittal of the, above information is at the risk if the Applicant. SECTION 7: COt.1PLLINCE ALMON (To be completed v L0'AL ADMINfSTFL4TOR The LOCAL ADMINIS fRATOR will complete thus section a applicable biscd oo inspection of the project to ensure comphaace with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? U YES ONO DATE BY DEFICIENCIES? U YES U NO D,%FE— BY DEFRAENCIE S? ❑ 'c"ES U Ni SECTION 8: CERTIFICATE OF OMPLIAN E(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B , SAMPLE CERTIFICATE OF COMPLIR110E Enr Development in :i pedal Flood Flazard Area TOWN OF ;OUTHOLD CC, RTIF[CATE 01, CONIPLIANCE FuR DEVELOPMENT IN .A SPECIAL FLOOD IGLZ.UW .aREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING O EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH CHE REQUIRENIENT.s OF LOCAL LAW # , 19 SIGNED:_ — — _ DATED:_ B. COMPLIANCE IS HEREBY CERTIFIED WFITI THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: ^ iC1931 03•,'22/01 MON 11:58 FAX 6317651366 Southol•a Town Accounting 2001 Albert J.Krupski,President v (,�G y Town Hell James King,Vice-President ti`t` 53095 Route 26 Artie Foster P.O.Box 1179 Ken Poliwoda Southold,New York 11971-0959 Peggy A. Dickerson 'Oy n a� Telephone(681) 765-1892 Fax(681) 766-1866 eta May 12,2003 BOARD OF TOWN 1"RUSTEES TOWN OF SOUTdOLD Mr.Dan Hall Land Use Ecological Services,Inc. 2576 Sound Ave. Baiting Hollow,NY 11933 RE: JAN(ES &EILEEN BUGLION 2520 CLEARVIEW AVE.,SOUTHOLD SCTM##70-10-29.1 Dear Mr. Hall: The following action was taken by the Southold Tow:.Board of Trustees at their Regular Meeting held on Wednesday,April 30, 2003: RESOLVED, that the Southold Town Board o.'7 .ustees APPROVE the Amendment to Permit #5309 to relocate the proposed well 150' from the sanitary system,relocate the expansion pools for the sanitary system, and relocate the driveway 4'+/-to the west in the area of the sanitary system. Construct a 30' concrete retaining wall along the east property line 30'+/- south of the north property line, and relocate the steps for the dr ck to the west side of the deck and reduced to 4'X 6', and a 4'X 12' addition to the previously approved deck north of the proposed steps, and as depicted on the survey prepared by Joseph1.Ingegno, dated February 21,2001 and last revised May 5, 2003. BB IT FURTHER RESOLVED; - — — -- -that the Southold Town Board of Trustees grants a O.-.e-Year Extension to Permit 415309. This is not a determination from any other agci an If you have any questions,please call our offic,:at(631)765-1892. Sincerely, Albert J.Krupsla,Jr. President,Board of Trustees Board Of Southold Town Trustees ' SOUTHOLD, NEW YORK 1- 2001 PERMIT NO. `5... DATE: .. ..... 30, . JAMES & EILEEN BUGLION ISSUEDTO ..................... . ............_............ ..... ....... .. ........ ......... ..... � ,�utl�nri�tttinri Pursuant to the provisions of Chapter 615 of the Laws. of t the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- `` titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS N i IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.'. and in accordance with the Resolution of The Board adopted at a meeting held on ..April 25, -, 2001s 200.00 paid by and in consideration of the sum of James & Eileen Buglion of .._ ...St. James N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the faUwmg: t. .Y c.. Wetland permit to construct a single-family dmeWng I1,Ep0 ef.7. approx. 99' 1 landward of the tldal wetland boundary. • 540 sf. dark approx. dl' Ispdvard of the Oda] wetland to.ndarv, a 6'% 10' set of steps on thee�f ITs Tl1R .It d..I nd approx. 75' landward of the tidal wetland b...d.1,—aTK porch on the west side of the dwelling approx. 101' landward of the Octal wetland boundary. a g'% 10' at of steps on the wm,of the dwelling approx. 120' landward of the tld.1 wetland boundary. Install a well approx. 50' landward of rhe [idol wetland ell in e all ay bountlary. insta perviooc drivewa min. of 140' landward of the wetland bounds y. clear by hand a 4' wide path to the water and insist! a chat. In, rented in the ori fence approx. 15' landward of the idal wetland boundary. all as Indicated on i ,prewy dated February 21. 2001 and last revised March 20, 2001. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to r be subscribed by a majority of the said Board as of this data. gpfFO(,Y�O� o 1 � � Henry .Smith - Ahcenl ` - Trustees ' s'r t Y' Y.. TERMS and CONDITIONS The Permittee James & Eileen Buglion residing at 7 Penny Lane, St. James N. Y., as part of the consideration for the issuance of the Permit does understand and prescribe to the fol- lowing: i. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of auks arising directly or indirectly as a result of any opet- atioa performed pursuant to this permit, and the said Permittee will, at his or her own expeme, defend any and all such suits-inkiated by third parties, and the Bald Permittee assumes full 16UHV with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold 2. That this Permit is valid for a period of 24 mm which Is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the strumae or project involved, to provide evidence to anyone concerned that aath- orization was originally obtained. 4. That the work involved will be subject to the inspection awl approval of the Board or its agents, and noncompliance with.the provisions of the odgtnad% application, may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold rewire the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the. work shall cause unreasonable obstruction to free navigation, the said Permittee will be requited, upon due notice, to remove or alter this work or project herein stated without expense to the Town Of Southold S. That the said Board will be notified by the Permittee of the completion of the work an& oozed. 9. That the Permittee will obtain all other permits and consents that may be required sup- plemental to this permit width may be subject to revoke upon falhre to obtain same New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 - v Phone: (631)444-0365 • FAX: (631) 444-0360 - Website: www.dec.state.ny.us Erin M.Crotty Commissioner AMENDMENT TO PERMIT Date: November 16 2004 To: James & Eileen Buglion 7 Penny Lane St. James, NY 11780 DEC No.: 1-4738-02847/00001 Permit(s): Article 25: Tidal Wetlands Project Location: Gagen's Landing & Clearview Avenue, Southold S CT M: 1000-070-10-29.1 The Department of Environmental Conservation has completed its review of your request to amend the referenced permit. This permit authorizes the construction of a single family dwelling with an associated deck, driveway, fencing and a sanitary system. We have determined, pursuant to the Uniform Procedures Act and Tidal Wetlands Land Use Regulations (6NYCRR Parts 621 and 661 respectively) that the requested changes will not exceed the scope of the original permit and can, therefore, be approved. The permit is hereby amended to authorize an increase in the width of the front porch from 4 feet to 8 feet. All features shall conform to the attached site plan prepared by Joseph A. Ingegno dated February 21, 2001 and last revised on August 24, 2004 . All other terms and conditions remain as written in the original permit. This document is an amendment to the original permit, and, as such, must be available on the project site with the original permit and approved plans whenever authorized work is being conducted. If you have any questions or wish to discuss this determination, please contact your Project Manager, Karen Westerlind, at 631-444-0365. Very truly yours, George W. Hammarth Deputy Regional Permit Administrator Enclosure New York State Department of Environmental Conservation AM of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 game Website: www.dec.state.ny.us - Erin M. Crotty Commissioner AMENDMENT TO PERMIT Date: April 10, 2002 To: James & Eileen Buglion 7 Penny Lane St. James, NY 11780 DEC No.: 1-4738-02847/00001 Permit(s): Article 25: Tidal Wetlands Project Location: Buglion Property South East Corner, Gagen's Landing & Clearview Avenue, Southold S C T M: 1000-070-10-29.1 The Department of Environmental Conservation has completed its review of your request to amend the referenced permit. This permit authorizes the construction of a single family dwelling with an associated deck, driveway, fencing and a sanitary system. We have determined, pursuant to the Uniform Procedures Act and Tidal Wetlands Land Use Regulations (6NYCRR Parts 621 and 661 respectively)that the requested changes will not exceed the scope of the original permit and can, therefore, be approved. The permit is hereby amended to authorize the repositioning of the proposed well to be sited landward of the tidal wetlands boundary to the west of the proposed path. The leaching pools for the septic system shall be repositioned, but will remain at least 150 feet from the tidal wetland uoundary. The driveway shall be realigned to accommodate the new leaching pool arrangement. A concrete retaining wall measuring 30 feet in length shall be constructed along the eastern property line. The steps to the deck have been repositioned so as to occupy the southwest corner of that structure and the width of the deck has been increased from 30 to 34 feet. All features shall conform to the site plan prepared by Joseph A. Ingegno, dated February 21, 2001, and last revised March 13, 2003. All other terms and conditions remain as written in the original permit and its previous amendment dated February 7, 2002. This document is an amendment to the original permit, and, as such, must be available on the project site with the original permit and approved plans whenever authorized work is being conducted. If you have any questions or wish to discuss this determination, please contact your Project Manager, Karen Westerlind, at 631-444-0365. Very truly yours, George W. Hammarth Deputy Regional Permit Administrator cc: Charles W. Bowman, Land Use Ecological Services, Inc. New York State Department of Environmental Conservation AM of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 dhoo Website: www.dec.state.ny.us _ Erin M.Crotty Commissioner AMENDMENT TO PERMIT Date: February 7, 2002 To: James & Eileen Buglion 7 Penny Lane St. James, NY 11780 DEC No.: 1-4738-02847/00001 Permit(s): Article 25: Tidal Wetlands Project Location: Buglion Property South East Corner, Gagen's Landing & Clearview Avenue, Southold S CTM: 1000-070-10-29.1 rhe Department of Environmental Conservation has completed its review of your request to amend the referenced permit. This permit authorizes the construction of a single family dwelling with an associated deck, driveway, fencing and a sanitary system. We have determined, pursuant to the Uniform Procedures Act and Tidal Wetlands Land Use Regulations (6NYCRR Parts 621 and 661 respectively)that the requested changes will not exceed the scope of the original permit and can, therefore, be approved. The permit is hereby amended to authorize the repositioning of the proposed well to be sited immediately landward of the tidal wetlands boundary adjacent to the proposed catwalk. All features shall conform to the site plan prepared by Joseph A. Ingegno, dated February 21, 2001, and last revised November 13, 2001. The following Special Condition is added to the permit:: If it is necessary to clear a pathway for equipment to access the well site, a path no wider than eight(8)feet may be created in the buffer area. All other terms and conditions remain as written in the original permit. This document is an amendment to the original permit, and, as such, must be available on the project site with the original permit and approved plans whenever authorized work is being conducted. If you have any questions or wish to discuss this determination, please contact your Project Manager, Karen Westerlind, at 631-444-0365. Very truly yours, George W. Hammarth Deputy Regional Permit Administrator cc: Charles W. Bowman, Land Use Ecological Services, Inc. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION a DEC PERMIT NUMBER EFFECTIVE DATE 51-4738-02847/00001 0 20 June 2001 FACILITY/PROGRAM NUMBER(S) PERMIT TIQAffS) Under the Environmental 20 June 2006 �/) Conservation Law •z— TYPE OF PERMIT■ New ❑ Renewal ❑Modification❑Permit,. on ermit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7, 8: SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15, Title 15:Water Supply ❑ Article 19: Air Pollution Control ❑ Article 34: Coastal Erosion ❑ Articte 15,Title 15: Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild, Scenic and ❑ Articles 1, 3, 17, 19, 27, 37; 6NYCRR Recreational Rivers ■ Article 25: Tidal Wetlands 380: Radiation Control ❑6NYCRR 608: Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Mana ement PERMIT ISSUED TO TELEPHONE NUMBER James&Eileen Buglion (631)584-7414 ADDRESS OF PERMITTEE 7 Penny Lane. St. James, NY 11780 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Tanya Lachenmeyer. Land Use Ecological Services, Inc. (631)727-2400 2576 Sound Avenue. Baiting Hollow, NY 11933 NAME AND ADDRESS OF PROJECT/FACILITY Bu lion Property,southeast corner Ga en's Landing &Clearview Avenue, Southold LOCATION OF PROJECT/FACILITY S CTM: 1000-070-10-29.1 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Goose Creek E: 716.4 N:4547.5 DESCRIPTION OF AUTHORIZED ACTIVITY Construct a single family dwelling with a deck, driveway, fencing, and a sanitary system. Establish a pathway approximately four(4) feet wide through the buffer area to provide access to the wetlands. All work is to be done in accordance with the attached plans stamped NYSDEC approved. By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, the General Conditions specified (see page 2&3)and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: (KSW) ADDRESS George W. Hammarth, Region 1 Headquarters Deputy Permit Adminstrator Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees,agents, and assigns for all claims,suits, actions,damages, and costs of every name and description, arising out of or resulting from the permittee's undertaking of activities or operation and maintenance of the facility or facilities authorized by the permit in compliance or non-compliance with the terms and conditions of the permit. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands,easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL.Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC)and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg #40, Stony Brook, NY 11790-2356 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regulations is found; b) the permit was obtained by misrepresentation or failure to disclose relevant facts; c) new material information is discovered; or d) environmental conditions, relevant technology, or applicable law or regulation have materially changed since the permit was issued. DEC PERMIT NUMBER James & Eileen Buglion PAGE 2OF 4 1-4738-02847/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or Flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and Flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers, U.S. Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject projedt will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are Met. ---- 9. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by Joseph A. Ingegno dated February 21 2001, and last revised May 21, 2001. DEC PERMIT NUMBER James & Eileen Buglion PAGE 3 OF 4 1-4738-02847100001 _ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION { SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and/or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and/or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 4. The storage of construction equipment and materials shall be confined to within the project work site and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. All fill shall consist of"clean" sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 6. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established landward of the tidal wetland boundary, as specified in the NYSDEC approved plan. There shall be no disturbance to the natural vegetation or topography within this buffer zone. 7. A row of staked hay bales or approvable erosion control devices shall be placed at the landward edge of the buffer area, as per the NYSDEC approved plan, at commencement of regulated activities and remain in place until project is completed and all disturbed areas stabilized with vegetation. 8. Roof runoff shall be directed to drywells, as per the NYSDEC approved plan, landward of the tidal wetland boundary for immediate on-site recharge. 9. Driveways and parking areas shall be constructed of pervious material. 10. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 11. The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated tidal wetlands associated with Goose Creek are located at the southeast corner of Gagen's Landing and Clearview Avenue, Suffolk County Tax Map Number: District 1000, Section 70, Block 10, Lot 29.1, otherwise known as the properties of James and Eileen Buglion and his/her/their heirs, assigns, or successors. This property is subject to the provisions of New York State Environmental Conservation Law (ECL)Article 25 or its successor, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the erection of any structure(s); excavation; dredging grading and filling; clearing of vegetation; and application of chemicals." This deed covenant shall be recorded with the Clerk of Suffolk/Nassau County within 90 days of the issuance of this permit- A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sent within one calendar year of the issuance of this permit to: NYSDEC, Regional Manager, Bureau of Habitat, SUNY Building 40, Stony Brook, New York 11790-2356. DEC PERMIT NUMBER James & Eileen Buglion PAGE 4 of 4 1-4738-02847/00001 a - io - Z-VTOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT F, IPPrIul�� � FO ER OWNE / N E ACREAGE vrt� S • C' 1Q 5Q 0, N GG a o San/ S Vf TYPE OF BUILDING RES. SEAS. VL. FARM COMM. I IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS " . .Z �. &:[, i� �•oo. �' 3LP S. c�6PJ✓F.�- TA 1�95n/✓d -141 ! , •� n-- /` ✓ � Sn/ � soa•- 0KfW4 19A CA 9Aaeee 9d- T 4As wF J -T- /4.� � �f O ✓ �b� Iry V � ,l�l 1 r/_�A"J /J�✓J' /i fCi L //.P.%6 �� �' �(l AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER yo a, o Form Acre Value Per Acre Value Tillable 1 _gam - - - — - 3_ S � Tillable 2 - DOCK 31/4 c.. Tillable 3 Woodland - - - --- Swampland Brushland House Plot Total 4 Commonwealth Land Titll urance Company 185 Old Country Road, P* 419 Suite 2 Riverhead, NY 11901-0203 Phone: 631-727-7760 Fax: 631-727-7818 N LandAmerica Commonwealth CONFIRMATION Title No.: RH80040147 Sales Rep: Applicant: MR. JIM BUGLION Date of Application: JANUARY 29, 2004 Order Type: Informational Individual MR. JIM BUGLION 7 PENNY LANE ST. JAMES, NY 11780 Record Owner (per applicant): JIM BUGLION Premises: 2520 CLEARVIEW AVENUE, SOUTHOLD, NY 11971 District: 1000 Section: 070.00 Block: 10.00 Lot: 029.001 County: SUFFOLK T/O: SOUTHOLD TRANSACTION: Survey Instructions: Additional Searches Ordered: Notes: SINGLE & SEPARATE SEARCH WE ARE PLEASED TO CONFIRM YOUR APPLICATION FOR TITLE EXAMINATION AND INSURANCE. THE EXAMINATION IS NOW IN PROGRESS. PLEASE CALL US WITH ANY SPECIAL INSTRUCTIONS OR IF �d ANY CORRECTIONS SHOULD BE MADE IN THE INFORMATION DETAILED HEREIN. THANK YOU. IF THIS IS A REFINANCE WITHIN TEN (10) YEARS, YOU MAY BE ENTITLED TO A REDUCED PRET-.-_. _ CONTACT THIS COMPANY IMMEDIATELY FOR DETAILS. Confirmation • File No.: RH80040147 Commonwealth Land Title Insurance Company 185 Old Country Road, PO Box 419 Riverhead, NY 11901-0203 Phone: 631-727-7760 Fax: 631-727-7818 1 LandAmerica Commonwealth SINGLE AND SEPARATE SEARCH Effective Date: 12/08/03 Commonwealth Land Title Insurance Company DOES HEREBY CERTIFY TO: THE TOWN OF SOUTHOLD 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 03/03/80 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, ex-CW-as otherwise shown herein. This Company's liability is limited to One Thousagd ($1,000.00) ollars. NO policy of insurance is to be issued hereunder. Premises: 2520 CLEARVIEW AVENUE, SOUTHOLD, NY 11971 District: 1000 Section: 070.00 Block: 10.00 Lot: 029.001 County: SUFFOLK T/O: SOUTHOLD Commonwealth Land Title Insurance Company BY: RqBtRT GAFFGA V CE PRESIDENT • * No.: RH80040147 CHAIN OF TITLE FOR SUBJECT PREMISES: District: 1000 Section: 070.00 Block: 10.00 Lot: 029.001 PXf D CHARLES A. GAGEN DATED: 03/03/80 TO REC': 03/07/80 VINCENT J. ACUNTO &CATHERINE ACUNTO, HIS WIFE LIBER 8789 CP 298 DEED VINCENT J. ACUNTO &CATHERINE ACUNTO, HIS WIFE DATED: 02/22/82 TO REC': 03/01/82 STANLEY CHASE LIBER 9148 CP 380 DEED STANLEY CHASE DATED: 12/18/01 TO REC': 01/14/02 EILEEN BUGLION LIBER 12163 CP 218 LAST DEED OF RECORD Commonweal nd Title isurance Company Subscribed and Sworn to this 3RD day of February, BY: G' 2004. ROBERT GAFFG VICE PRESIDENT � �J Notary PublicCAT,ARINE J.'<ING Notary Public,State ci New York No.01-1(1421 60 OuaRied in Suro s C^-mty p� Commission Expire=_,)x.3 i. • Of No.: RH80040147 CHAIN OF TITLE FOR ADJACENT PREMISES NORTH: "CLEARVIEW AVENUE" Commonwea Land TitleZlurance Company Subscribed and Sworn to this 3RD day of February, BY: Q 2004. RO ERT GAFFG VICE PRESIDENT 6 Notary Public CATHARINE .KING 46 Notary Public,State of Now York No.01-KI4844660 Qualified In Suffolk County Commission Expires Dec.01,-'z9O S • 0 No.: RH80040147 CHAIN OF TITLE FOR ADJACENT PREMISES EAST: District: 1000 Section: 070.00 Block: 10.00 Lot: 029.002 DEED PATRICIA CALN, AS TRUSTEE DATED: 01/25/80 TO REC': 02/01/80 EDWARD G. SAUER & MARY BAUER, HIS WIFE LIBER 8773 PAGE 85 DEE EDWARD G. BAUER & MARY BAUER, HIS WIFE DATED: 11/17/83 TO REC': 12/15/83 LEWIS L. EDSON LIBER 9576 PAGE 464 DEED LEWIS L. EDSON DATED: 07/06/88 TO REC': 08/16/88 EZIO VLACICH & GIULIANA VLACICH LIBER 10669 PAGE 250 DEED EZIO VLACICH & GIULIANA VLACICH DATED: 07/09/02 TO REC': 08/12/02 MARC CLEJAN &ANNA CLEJAN, HIS WIFE LIBER 12202 CP 806 LAST DEED OF RECORD Commonwealt and Title Ins ance Company Subscribed and Sworn to this 3" day of February, BY: — 2004. ROBERT GAFFGA VICE PRESIDENT � q I/ Notary Public (l` CATHARINE J.t<iNO Notary Public,state of Naw York N1.01-K1484 X'CL) Q:alil"pg "N ZODS • 9 No.: RH00040147 CHAIN OF TITLE FOR ADJACENT PREMISES WEST: "GAGEN'S LANDING ROAD" Common we Land Titl nsurance Company Subscribed and Sworn to this 3RD day of February, BY: ` 2004. ROBERT GAFFGA VICE PRESIDENT Notary Public C.dTi.4RINE J.KING Notary Public,State of New York No.01-K14844660 oualitiedingur,eCounty WOS CDmf,?5::n EnGrs Jar l.I. LandArmca Commonwealth Title No.: RH80040147 Date Printed: February 3, 2004 Applicant: MR. JIM BUGLION Order Type: Informational Applicant #: 10011754 Sales Rep: Premises: 2520 CLEARVIEW AVENUE,SOUTHOLD, County: SUFFOLK NY 11971-1904 Closer: Date of Closing: Purchaser: JIM BUGLION FEE SHEET ITEM AMOUNT ITEM AMOUNT Fee Insurance 0.00 Recording Fees Mortgage Insurance 0.00 Deed - Second Mortgage 0.00 Mortgage - Third Mortgage 0.00 Satisfaction of Mortgage - Special Search 402.00 - Survey Departmental Searches Certificate of Occupancy Street Report Bankruptcy Sewer Search Housing and Building Transfer Taxes Fire NYS Transfer Tax Emergency NYC RPT Additional Taxes Mansion Tax Survey Inspection UCC's Count UCC's State 8.1 Environmental Waiver of Arbitration Condo Endorsement Mortgage Tax Mortaacior Mortgagee Escrow Service Charge Escrow Special Deliver TOTAL CHARGES RECEIPTS CHECKS PAYABLE TO Commonwealth Land Title Insurance Company (Circle One) Buyer/Seller $ Buyer/Seller $ Buyer/Seller $ Buyer/Seller $ CHECKS PAYABLE TO OTHER THAN Commonwealth Land Title Insurance Company (Circle One) Buyer/Seller $ Buyer/Seller $ Buyer/Seller $ TOTAL RECEIPTS $ *NOTE Rates&charges herein are subject to change based on the rates in effect at the time of closing. 185 Old Country Road, PO Box 419 Suite 2 Riverhead, NY 11901-0203 Dl+nnc• 911-777-779n Fav A"_777-7A1A 0 0 No.: RH00040147 Commonwealth Land Title Insurance Company 185 Old Country Road, PO Box 419 Riverhead, NY 11901-0203 Phone: 631-727-7760 Fax. 631-727-7818 Land erica Commonwealth 'SINGLE AND SEPARATE SEARCH Effective Date: 12/08/03 rcu 17 2004 Commonwealth Land Title Insurance Company J DOES HEREBY CERTIFY TO: THE TOWN OF SOUTHOLD 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 03/03/80 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, except as otherwise shown herein. This Company's liability is limited to Twenty Five Thousand ($25,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 2520 CLEARVIEW AVENUE, SOUTHOLD, NY 11971 District: 1000 Section: 070.00 Block: 10.00 Lot: 029.001 County: SUFFOLK T/O: SOUTHOLD Commonwealth Land Title Insunrance Company BY: ROBERT GAFFGA VICE PRESIDENT • 0 No.: RH80040147 CHAIN OF TITLE FOR SUBJECT PREMISES: District: 1000 Section: 070.00 Block: 10.00 Lot: 029.001 DEED CHARLES A. GAGEN DATED: 03/03/80 TO REC': 03/07/80 VINCENT J. ACUNTO &CATHERINE ACUNTO, HIS WIFE LIBER 8789 CP 298 DEED VINCENT J. ACUNTO & CATHERINE ACUNTO, HIS WIFE DATED: 02/22/82 TO REC': 03/01/82 STANLEY CHASE LIBER 9148 CP 380 DEED STANLEY CHASE DATED: 12/18/01 TO REC': 01/14/02 EILEEN BUGLION LIBER 12163 CP 218 LAST DEED OF RECORD Commonweal Land Title Insurance Company Subscribed and Sworn to this 101' day of February, BY: 2004. ROBERT G FFGA VICE PRESIDENT J Notary Public r,_ a vF./ ^iu' Nntarf e.j��c,c,-:r"..w-i ork Na.0,- 0' cuelil.ed in Sur:.::^any commission Expires Oen.;,i,_ 0 0 S • 0 No.: RH80040147 CHAIN OF TITLE FOR ADJACENT PREMISES NORTH: "CLEARVIEW AVENUE" CommonwIn�ance Company Subscribed and Sworn to C this 101" day of February, ea and Title eI BY: 2004. ROBERT GAFFGA VICE PRESIDENT Notary Public CAT::1RiNEJ.KING Notary Pu,r,° - - •,aw York No.0. • *No.: RH80040147 CHAIN OF TITLE FOR ADJACENT PREMISES EAST: District: 1000 Section: 070.00 Block: 10.00 Lot: 029.002 DEED PATRICIA CALN, AS TRUSTEE DATED: 01/25/80 TO REC': 02/01/80 EDWARD G. BAUER & MARY BAUER, HIS WIFE LIBER 8773 PAGE 85 DEED EDWARD G. BAUER & MARY BAUER, HIS WIFE DATED: 11/17/83 TO REC': 12/15/83 LEWIS L. EDSON LIBER 9576 PAGE 464 DEED LEWIS L. EDSON DATED: 07/06/88 TO REC': 08/16/88 EZIO VLACICH & GIULIANA VLACICH LIBER 10669 PAGE 250 DEED EZIO VLACICH &GIULIANA VLACICH DATED: 07/09/02 TO REC': 08/12/02 MARC CLEJAN &ANNA CLEJAN, HIS WIFE LIBER 12202 CP 806 LAST DEED OF RECORD Commonwealth Land Title I rance Company Subscribed and Sworn to / this 101h day of February, BY: / Y� 2004. ROBERT GAFFGA VICE PRESIDENT, Notary Public C.4T4ARINE J.;',%�, Notary Public,State of',aw''ICrk No.01•1<148446i0 Quai,fied in Suftolk C^unl_ Commission Expires Dec.31, c_O0 S • 0 No.: RH80040147 CHAIN OF TITLE FOR ADJACENT PREMISES WEST: "GAGEN'S LANDING ROAD" Commonwe Land Titlerance Company Subscribed and Sworn to ll `J this 101h day of February, BY: 2004. ROBERT GAFFG VICE PRESIDE / Notary Public r4T;,`4R1NEJ.KING Nntar;Public,State of Naw'%brk N3.01-KI4844660 Oua,!-ji,Sato:k enunty 6 • 1 • ,r I� ' �IlV��1 NO _/R`,Sf�%,:,5���. Mrill 11 • . 1 I - . - it P M��• �l1t M ; 0 • I 1I I /Will 1:1 i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health _ SOUTHOLD, Nle' 11971 3 sets of Building Plan— _ TEL: (631) 765-1802 Planning Board a pTovaal FAX: (631) 765-9502 _ Survey wvriv. northfork.net/Southold/ PERMIT NO. 1.)d/lo Check Septic Form N.Y.S.D.E.C._� q Trustees _ Examined Contact: Approved_. 20zl eMail to: Disapproved ac c�-%JQ" ✓ !0G,-"�e,G_ 7 Phone: Expiration 70 O _.20DS -- �C/L,--; 1.. Building Inspector 5 200 APPLICATION FOR BUILDING PERMIT Date £ 20 0q INSTRUCTIONS a. This application MUST be completely tilled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of 16t 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. �f L ,Signature oI applicant ame, if corporation.) J.h ST. -TG,M-P1 P ?7 b LR iling address of applicant) PENNY State whether applicant is owner, lessee, agent, architect, engi.ieer, general contractor, electrician, plumber or builder U �(� n � 2 r Name of owner of premises t -%`/cti� (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. ti LA Plumbers License No. 3 3/ MP Electricians License No. Other Trade's License No. 1. Locatio of land on which proposed work will be done: R0 �,Cv-rol House Number Street Hamlet County Tax Map No. 1000 Section Block 10 Lot V- 2 Subdivision �,10k Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ✓K.ArAl- t A"P b. Intended use and occupancy OAJE F�4MILy 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this��plication 1 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars vL 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front tV Y A Rear Depth Height "*i Number of Stories Dimensions of same structure with alterations or additions: Front AjJ fl Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Lt-0 Rear (fO Depth Height .3 y' Number of Stories a- 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation" YES NO 13. Will lot be re-graded? YES /NO-Will excess fill be removed from premises' YES_ NO -I 4,L n.�- Cit 14. Names ofOwnerof remises �A(4kN I)�yticu Address Sr X145 Phone Na L 4• 4ly Name of Architect P W K P-1 t`?` g� AddrPse`We �< eo ti 7-Phone No Name of Contractor Address Phor,e No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *Y"ES - NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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 sun e}. STATE OF NEW YORK) SS: COUNI'FY OF ). rv\ o � ` e i✓� �� being duly swom, deposes and says that (s)he is the applicant a e of individual si 'ng contract)above named, (S)Heisthe (1Wne /0J A-' /rc - ru (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to snake 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 ill be performed in the manner set forth in the application filed therewith. Sworn to before me this / __div of�A"�!/ 20 Notary Public _ Signature of Apptic 6t PEI Y.ZACK NOfMY PUBLIC,STATE OF NEW YONK NO.OIZA4849721 QUALIFIED IN SUFFOLK COUNTY--- /I coeur Sion E7 pure immmY 29,=_L i a ;:U'N'I'� CIEPARTNMHNTOFHEAL'!'HSERVICES SURVEY OF PROPERTY / OAMi]%RNTE SITUATED AT OwA; 7Jz I ,•�:•;�; i;i;,: :"')d^?:]AIAf?:'CON3TRUCTIOVFORA 1� PTNF NECK_ q� " OCD L:CI,'1�A1vMRESIDENCE ONLY � TOWN OF SOUTHOLD RELL a SUFFOLK COUNTY, NEW YORK w�YEfD/r�essiv AT1`�t i os HSREF.NO.4=0 - E'7/� S.C. TAX No. 1000-70-10-29.1 `0� 9 H z' DMcwNo " s R d1S'ridf.,1VF:} -i�•_ liL' - ._._. SCALE 1"=50' 1�oroE® - 3 ►+ NDN. / FEBRUARY 21, 2001 1:OT( MAXLV:UM OF _'? BEDROOMS MARCH 20, 2001 RMSED PROPOSED HOUSE a\ .� Mb� 15 20C1 RJyISED SEPTI[ TANK LOCAPON & ADpLD PROP F0,1N'„ /° -•• ..�,.. Vr,, 1_ x p]• JUNE 13, 2001 REVISED PROP WELL LOCATION T LAX i'"`ZLS 1'Hi,.E._ VEAMS 'PROM DA V� 0 '141.((}V.3L AUGUST 20, 2001 ADDED EXISTING WELL .0 THE N.W Off, x, NOVEMBER 13, 2001 REVISED PROPOSED *ELL _�CF'ION MIE AS, - .La 1 -.�_ _ Jul)' 12. 2002 REVISED AS PER TETTER DATED O6/2UiC::' vl/9�_ •; . LE L7 __ _... ._ _.. ... ._._-_..—. MARCH 13, 2013 REVISED PROPOSED `l PT1C IYSTfM nT s• iV�L'' AV T r TEST HOLE DATA MAY 5 2003 REVISED PROP05LO FENCE qq 81'06.30 (NOT y��7U (FES, aX: eT et�iY4_7L690�fF ON.wnwrt 4L aamJ )I I)IJcN Y. «n)o NtviSEU HwjHubtu >trn:. s+„tM _a.r..1 tel/ •7.V56" yB E 80.00• OPEN) +-]13f o � NOVEMBER 11, 2003 REVISED PLIBIIC WATER NO'A'iGN IWO BE TO 6E ATF 6 " Mte LL yy 81-00,30. wN or an uW1 a C7 f v V 9 .00' E. / .• o a - .,9.II mNl.an w r`- .C�1 G2 AREA = 29,142.49 sq. ft. (TO TIE LINE) 0.669 ac. A . MIL RNRA MEW 16,14.F C{N�2Y'.1LY %T lot. C cCz c✓ s A •M; 0 S FIOI N,yIL EOII fll 15' I o 40' Py O I SOFAS14EVATWNS ARE1lE REFERENCED TO N.G.V.D. IBX DAVM EM1t EXISTING VATNINS An SHOWN TN04 1l lb Z K� EXISTING CgITOOR JONES ARE SHARON THUS: .l / �M� PROPOSED CONTOUR UNE2 ARE MIOWt: :IIJL. ]NPOOL �j .f PROPOSm EXPANSION FOOL PROPOSED ISAf.MIIMi POpt I IY-,� • i� y ® PRWO5m SEPTIC TANK L04TOr W,NOMO�OFMIZATION11A11%LW- 2 ONE LOCATIONOF WELLS AND CESSFFQO S SHOWN HEREON ARE EPO. MIL 1 • TO IM 5TAM)MOMY 50"B SLfPdfL 11111110111iCG STNCTM OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. E i TO R MAM MBTFI A III OF NATIVE.NON4l!KTUZ9t IWMPMT, s THIS PROPERTT IS IN HOOD ZONE AE (FL e) AS SHOWN ON roeorswm / f j>• ArONcoomArvmcon7mcT PROPOSED SEPTIC SYSTEM DETAIL FLDOD INSDRANCE RATE MAP COMMUMRI'-PANEL NR ]61OSC0'680 s (IDT TO SOME) 4 COASTAL BARRIER LEGEND ,q9 SLTIC SYSIEY DESIGN BY JOSEPH FISCHETTI. PE. 11-16-90 COASTAL BMPoER V1 /,4�,1J5� . PR2M7�4 MBOE G1ENm �,.J" rtam RmmwCE NOT AVAR. .a+ NEW w.STAKI -\ PAIN/HgMM BIPPCEFlml� GRACE —ETNSN QUDE nR SHOS IWLL"I wGRwED SmlcTORUS MI OR M"IEP �E/Ly ]0' ELEV. 5s' Np416EI1 16. 1990, IN DESIGNATED COASTAL BONERS I / // / i N \ BAS ^— O 5. APPROXIMATELY SO <u Na. OF FILL Wl BE NEEDED. FL]D 4 IOP [_ 6.0' —t' 4W. LOP F.L 5.E --I' MM Ip1. 4. 6. WPRP ED PIPE SFFC tF1flMC LFbwD -Ew �SAND EIEATI IIY. uF+Srz. mc, 1/4%1' Tww .m Plra 1/e%I' xn,FOOL 44' Pw1 mi..w I ✓' •• ... '_i'/ T:9' �'(P i /. ��{1," EL aD \ �, d, 4 wEwwFL, w Ac RDW¢ WITH THE I-- OST e'--i 5'�--f V^ ,e'!+-1 sTwmNTHEtDS AEOX p ISPUPNpOrtVVEs�A .. -- TTITUE 9 TITIOM THE MEY,F TALK SWE / r / t. H •. �\ , ]gdr% _i/ i� / LY. MSIRIazNON P pm IRm. FL 2 r —ORaRRI]"MRN i � /'� rCOASTAL BARRIER SEPTIC TANK (J] I LE '.AA1 IDENTIFIED 11-16-90 r NNIMIN SONIC TNN CIw1LRlo FON A 1 TO I marl W,Ix 6 1JKO DNLDNs LEACHING POOLS (51 +4 / Tw¢e'u1N. 4-r WOE a'-r RELP 1 AWORN IaWwI9 srsEN FOR. I TO M®NmN W&M a VW • i/'/ rr r AL 2. rn1lonE 91ILL HOWE A NMNY manosN[ eMTAR,a S9ro W A ]R TNM 5 was r POP.r aM M n SOEWWL New +E/y /' • l HILL rIFCWE.74 NMl eE A NNMM OF T.Ara T1N.yEV CF 6•NPA 1011011 TlgapS a i 2 1 roinn DD�Na s n 9DMaysn caK.a]E(w Fnwla 11 ALM Au 9mtw FAO TOP 944E T INNN INA a RAN ro 1�1 w APNI[e IDIWC ar Sm Fal . +• / / /, / ..ru AOR wu R, i1 TINT INE rww a woORYrt. J r 1 , }wL E OF Ne lEA IORNKKS WMgBrt (AN LVNAI. /// 1 MF SFP1C]NM 9MLL BE TA K AN M.LL ORLRas(Y111N A NV. TgFANICE a }I/4T 4 N 1W mY. DSINQ OFINCE1 4EAOe14 w015 ND'ALTER ANE 911E Bl K WRINF O IN r j/1� / ay i :'% / / d A wnw 5•TNa Bm a aI1DIm awD IR Pa aMen s NNW„n De1Nltt a<Tlta]I NL uAa«O waa NO xvw nFN 9wM s MunNlnl >'7' /// JIL a A to„al.DarNrE ecnml 9src trxl NO Mr eE>wL.E[Nwnwn • •y i �//// �! r ' ' _-__-_ NOS UM No 49666 Av'.�� TO TH]M3D LIS SURATYLIERATgp tI AOOIMM •N /%` / �� //- Y 5 W tC1R1N 6111E 14`2 YORKON STATEI---I 5•.f i 7 // EDUGIIOM �p� A. M LM`J cam o 9MSHALL OR BRB DR we NOT Land lXveyOr SEPTIC SYSTEM DESIGN BY: V BE O STARE ". t mNOT9m JOSEPH FISCHI'TTI, P.E. 10 ac A WD ReE�' 1AW 140 N 17• HOBART LANE oelwlaWNr 601OIRR NBRFBII awa IRAN OILY 10 M E9BOM FOR•W M lIIRAEV $ 69 All.. 2 $4. /S S4�• W �- SOUTHOLD, NEN YORK 11971 O PNOVM,Am a IRR BpYF To M 111pREO1B0OwRIB'. �pNo EMM Anwp - SND6 brle - 4N Pb. - cmwm b. Lqv 3• lD TIE MOm R M TARON.corm IBIS 19E NEW TRN1powIE. PHONE (631)747-2060 Fa (631)727-1727 GOOSE CREEK ==022 "rom i OFFM LOCAN,AT ADAM ADOMW AIIT, NOT $MOWN ARE NOT OAARIJ"NM 322 RLAMNR NO" P.O. Bar 1231 RK10111 TO. New Yalk 11901 Rkwhead, NIR YYk 11W n X z SURVEY OF PROPERTY I O U) SITUATED AT d FINE NECK °°` z 4uerUv%Bss,Ne TOWN OF SOUTHOLD Aar VAR* t7 MK SUFFOLK COUNTY, NEW YORK " Z S.C. TAX No. 1000-70-10-29.1 SCALE 1"=50' /� � FEBRUARY 21, 2001 V p ••••. ~ 1. T ` MAY 15, 2001 ARCHE 20. 2001 REVISED PROPOSED IpUSE c EA I :.s JUNE 13U 2 EP1 T L •AT�bN & ADDED PROP ,RAVING R 00�ED WOTPI WELL LOCATION " AUGUST 20,'2001 Ep EXISTING WELL EO RiE N.W •�i 8j•Os'30" NOVEMBER 13, 2001 REVISED PROPOSED WELL LOCATION ••� 3.Ir E 90.�(NOt DPE1A y E1 1ETr r� i JULY ,2. 2002 REVISED AS PER LETTER DATED 08/20/02 1 V (J MARCH 13, 2003 REVISED PROPOSED SEPTIC SYSTFM s 5'" MAY S. 2003 REVISED PROPOSED FENCE !6 - ) 61.08'30. W I OCTOBER 2. 2003 REVISED PROPOSED SEPTIC SYSTEM LOCATION ,ii'' NOVEMBER 11 2003 REVISED PUSUC WATER NOTATION •• O _ 1 -- i9000_ ,p SEPTEMBER 3, 2004 FOUNDATION LOCATION • N 7� N 'raz MM AREA = 29,142.49 9q. ff. f I .0 (TO TIE UNE) 0.669 ac. tly I10' yp � m n P m Iv a &A Z CCC I i� 1. EI9VATNINS AIIE "FOW = TOC N.G.Y.D. 1129 MTI, TJ Co aIum Um SI woomm m A L"" 6 14__ z n D MflllA [yTE yAp 2D/E Ar - e) As 9WNN ON • i - aDYNN1Nm-PANEL Ne. ]11o9CO119G COASTAL MMER uwe / 11-16-1D cM ' MlbNpl [, • A• /// / �� G9 9umiANIVLLY Wpm 9ryr'CIIAIEs W L-JSr /.//_ I 1UlE\tDi I6. 1 W0. M ar9Y ,a ca SI 6Ylq>b AL dry► i, /; '� ME SEP 3 02004 L S" "ALS A91Am NMN OFN N AND VAn t` 9Y 11E NE„ .ONt IANO COXSTAL BARRIER APV QN p 1N IDENTIFIED 11-16-90 / - ----- - - - . , /, ,k 3 02004 •,N C-) 4g : NM4111 m&L TSM OR Aap1MN N Y S Lc No 496M A'A %J 1a T AR.FY M A NOu Or \ U r 7`*x 7M M INE Ary YOI" STAN w r . , ph A. InoMno . `N '' WA at>P!5 a 1115 s9nc,•MIP NOf 9FA,ac W .31 N �/•7 oeoazD 9wL�9 wi 1 e co1� S 69 62 g4 533" \. 1O as 9oE car. Lid Surveyor M 6 P TO II -F9R2ON Fag NNOW I7MTYEY a PAca, - N M9 ®wv TD TIE GOOSE CREEK D"` Qemm lOw eNA Amc NU TO �N q l DH° Surv°Ie - 5Npd1M'one _ 5R Pyw _ Cwufruction Lgpll TN'N91L1L1e1r. PNONE (631)727-2090 TML OCWM CE OF 110" OF WAYS Fax (831)727-1727 �/NlDT SHOWN AR W�DOM. F OFFICM L001RD Al M UC DUMAMTEm. .722 ROANONE AVENUE W RIIEAR&10. Wr York 11901 P.O. Bm 1931 RIYvnIrW, Nn York 11901-0965 SURVEY OF PROPERTY Oct) SITUATED AT a PINE NECK 2vn°yE TOWN OF SOUTHOLD P d � ss�N4 SUFFOLK COUNTY, NEW YORK N3TAR� Z 1pry S.C. TAX No. 1000-70-10-29.1 SCALE 1A_so FEBRUARY 21, 2001 aYm faTC i•• MARCH 20 2001 REVISED PROPOSED HOUSE 4"� CLEARV MAY 15, 2001 WASE71 SEPTIC T •I }7ly'�/1 J'. JU 1 2001 LOCATION k ADDED PROP. GRADING k ' 5�81'Og• .�L iI T� ATION NOVEMBER 13. zool REVISEDPROP WELL TO d � AUGUST 20, 2001 ADD(D EXISTING WELL 70 THE N.W. fg() •(wor p�.N))-S yEi 7�r UE JULYMARCH 13. P ED SEPTIC SYSTEM V PROPOSED WELL LOCATION LETTER DATED O6/20/02 REVISED PROPOSED FENCE 87.08,�� OCTOBER 2, 2003 REVISED PROPOSED SEPTIC SYSTEM LOCATION W NOVEMBER 11, 20D3 REVISED PUBLIC WATER NOTATION 80.00' SEPTEMBER 3. 2004 FOUNIURON LOCATION V W cn o AREA = 29,142.49 sq, ff, 1 (TO TIE LINE) 0.669 0C. A • 11Y2 r ^ y I� 1.41. x0 e� o Hamm 1 ,Y I ti I. ELEVATRM6 ARE RFJ Ta N.RY.U. 1919 "TUM2 I `p Omm MEVAIIMI ARE SIIOMN mm.1 q EYKIR6 CWrO LINES ARE SHOWN TNM:----6- - 1 roma 2. TAS PROPERTY 6 IN FM ZOW AE (EL 9) AS 'RO N DN _- 11� _ FLOW INS R A"a RATE NAP COMMUNITY-PMIEL Mo. 381a3G018Ca IY • T~ - - 3. Ca44TAL n 11-16 O COWAL BAApER •- ',�' SIIbTANIMILY pPIWFO n fTEM 16, 19W,M VESM I�N Z 1 /r -5 All, PRI!P� III ACCM� NMN / Z •. 1 / / /�� .o./ 'X "iFi 1= T�mE AmoaANx. AP MDsrAADMM y//COASTAL BARRIERrE ( � i O r IDENTIFIED 11-16-90 / I A` 3;%� // � /" %//� __3 a,MR161®ALlElM11aN a6 A001ININ NY S. Lic. No. 49666 / Ak J ro 116 SINMh ISA Y1awnDN aF /�J „i / ,,•/ w Q' TE taw YgCc SIAIE 2A. w A( AL P w Joseph A. Ingegno 69.5'62 5 1533" BE A"9n TR`E mP`' E caeotwm Land Surveyor 5 a2' G41tllp%x 91E ROIaITYD NaEaN 9«LL MM yor 4 13, 2 1 LOU4 aNtr ro TIE/Epsom fart WHOM TE%W-Ty 6 PRffNRR,Arta art 16 Rfl41F N TIE GOOSE CREEK MSM�HIMIK"° — s HMO. _ �, „m _ ,D ,,a MLD TIE A9RVQ5 a TIE MfORIa.6a- _— ro11DN. CERNFCO NE 1191 lwm*EIMRE. PROW (63t)727-2090 .. Tw OF TeaTTT w WY$ Fax (631)727-1727 or ARE N 6 OFFICES L 470 AT M�I/IG ADORECS 014MAN1® 312 NONIONE AVENUE P.O.G AB. 1831 RNFT81EAp, N" York 11901 W-wdw Ml, NfM Yak 11901-0985 A Y c _ ILL E Y - -CJNCFWUII Z kARYgAA, .VFScr,1'A �L--,I n �.J CONNU C MGry OPGSEfi Pb9lI[ WATER IN STREET ------ ___ La i ' rFT t 1 b EDGE AI WE'L S �- 1FI 81-0 � l " t �' g 94.00' FoDN o �Ep IO R �S N-8106_ '30" W _-- - - 9_ R 0.00' f '-f I rl k 111 e C CA CONC M,-N WO O F N G ISI t I.•N 11 I n.1^83'11 itnoC p - wR R n000�'fr, . CG y l sTEPs r. -.T n T '_iaa '1 15a, J f PO '2, ZNL R, SALCOW " im n.¢P ORCl C'X m O STS rt. C StIRVEY OF PROPERTY F S I� 'o S lTL'ATED AT ^' \ PINE 'BECK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1 \ S.C. TAX No. 1000-70-10-29.1 N SCALE 1"=40' FEBRUARY 21, 2001 MARCH 2- 200' RE.ISED PRODOSEO HGUSE M= _ -_iP1 RE.ISED SEPTIC TANI LOCATION h ADDED PROF ;RADNi r FLAc ;E3 " �� -JUNE 17, 2001 REiISED PROP WELL �JCAT'.ON S 'I TEWt-, + ..�--"`---�` -000ST 20. 2001 ADDED EXISTING WELL r THE -W J� Rc`F�G y \ ^r C,,EUBER 13 200' REb6ED PPOPOSEC WELL LO'. TICN / yt`' N 12. 2002 REo6ED AS PER LE-TER DATEC J6'20, 02 AL �'I'"' t1ARrH 13, _003 REVISED PROP05FD SEPTIC SYSTEM ^.� f�'+L ALM MAY 5. 2003 W.'ISED PROPOSED FENCE LU 'G f2 .'C3ER 2 2003 PE,6ED PROPOSED SEPTIC SYSTEM 'LOCA710N �y,r ^`oRHa` r,i:EI,PER 1 . LJ3 REb6ED 'I WATER NOT>n,Jr. IY'^ AIL c,EPTEMBEP 3. 2004 F,uNDAT10N L:CATION Off, MARCH 2- 'DCS PINAI SUPE( tiA,)N; ypA MAT 2CC`. RE;ISED SEF TIr SYSTEM DI CN!P�J'�R4 AL AREA = 29,142.49 sq. ft. A4 _ np L 0.669 ac. FLAS XL' JL. .TPT6u- COASTAL BARRIER IELEVA-kONS ARE REFERENCED TO H.G—D. 19Z9 DATUM �� X1iA IDENTIFIED 11 -16-90 EXISTING GRADE ELEVATIONS ARE SHOWN THUS: 2 IPE Ar ERAGE GRADE AROUND THE HOUSE 15 5.5'. ti THE DISTANCE TO TAE ROOF PEAK FROM THE AVERAGE GRADE IS 34.9' Z THIS PROPERTI IS IN FLOOD ZONE AE (EL 8) AS SHOWN ON 9{Y. FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NO 36103CO1964, rT+ JIM 5 COASTAL BARRIER LEGEND (JV/ -:6-90 COASTAL BARRIER W 1 ;L "_JOU :.wRAHCE NOT „uIAB,F 'OR NCH CONsrWJ ,O, W1I OR SJBSTWTy Ul IMPO.2Ti 5TRU!TURE5 UN DR AFTER W NO.TABEF 6 'IV. 1 EESIGNATEE CG4',L BI J YW :Yc .9Lc AIM. W CP AIdL �r,c EJ '� 41rryG'T.4 APo wATER M4grH,. W y � b N 5 69 62 54753 3 w GOOSE CREEK UREPAREC IN Af.=GFDANCE WITH T,IE MINIMUM STANDARDS FOR TITLE EUR,EYS AS ESTABLISHED SUFFOLK GCI Y C : _ v _C` Fc'.L`ii Ems,` ,JIC'cS BY THE L I,A.L S. AND APPRG.ED AND ADOPTED I�' : i . FOR SUCH USE BY �HE EA rsA IT-TE AND -Tc -SSJOATIOr. NFfI i, r -- - - - - "-' --- - TO THOPI UR ALTERATIONAO AT ADDITIONF SE THIS 7209 IS A •NEWT1YO EF Jose h A. Ingegno EDUCATION 7205 OF THE NEW +DRV STC TE EDUCATION LAW COPIES OF THIS SURVEY MAF NOT BEARING Land Surveyor THE LANG S SEAL SHALL INKED SEAL OR SI EMBOSSED SEAL SHALL NOT 9E CONSIDERED TO BE a VALID TRUE COPT ' CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURD _ _IS PREPARED, AND ON HIS BEHALF TO THE e .I.T.ers - �:.DJ.s:Gn> - �:re Funs _JnStTUCLOT LJYOI' TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LSTED HEREON. AND PHONE (631')72'-2090 TO THE ASSIGNEES GF THE LENDING INSTI- ' I - TUITION. CERTIFCATIONS ARE NOT TRANSFERABLE lCri,"'r'- .-"eTER idAl" nr'"7HE"� 1 . BUILDING USE RESIDENTIAL UST �i 1� TDA ��nii BUILDING OCCUPANCY TYPE R �L- S ll Oif�' D!l A VV NGS CONSTRUCTION TYPE TYPE 5 WOOD FRAMING NEW RESIDENCE BUILDING HEIGHT = 33 -8 A-1 COVER )PAGE W # OF STORIES = (2) AS PER R202 DEFINITION z F , A-2 FOUNDATION PLAN, GENERAL NOTES N °; o f * THE PROPOSED BUILDING DOES NOT EXCEED 2 STORIES AS PER Ibl���l[�D Q V) >-o R202 DEFINITION. " STORY ABOVE GRADE. Any story having its finished o _ floor surface entirely above grade, except that a basement shall be considered FOR z w � yW as a story above grade where the finished surface of the floor above the A'3 11IDE ST FLOOR PLAN9 WRNDOW/DOOR =LLJ � basement is: 1 . More than 6 ft (1829mm) above grade planeC)(��©��� to * 2. More than 6 ft (1 8295151) above finished ground level for more than1.2 BUGLION A-4 SECOND FLOOR )PILAN9 SECTION *A-A' m W ci g 50 /° of the total building perimeter. M a 3. More than 12 ft (3658) above the finished ground level at any point." IP�,UU`�I RNG RISER DIAGRAM La *THE PROPOSED BASEMENT HAS 40 OF ITS PERIMETER ABOVE AVE■ 3N°/nGRADE WHICH DOES NOT EXCEED THE REQUIRED 50 % CLEARVIEW �' �� ELEVATIONS)(OfI�� V1 I l-, Z W r�. F5 TOWN OF SOUTHOLD ZONING CODE: As per 100 -13 Definitions SOUTHOLD, NY 11971 A-6 DETAILS z N� HEIGHT OF BUILDING- The vertical distance measured from the average elevation of the existing natural grade adjacent to the building, before any A-17 FRAMING CONNECTORS DETAI[IL, SHEETW alteration or fill, to the highest point ofthe roof for flat and mansard roofs BUILDING CODE ANALYSIS N and to the mean height between eaves and ridge for other type roofs. pi 2. REFERENCE STANDARD: AMERICAN FOREST & PAPER ASSOC. (A.F.& P.A.) w WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO.FAMILY DWELLINGS 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS DESIGN CRITERIA: "PRESCRIPTIVE DESIGN" COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES 3. FLOOR AREAS: EXISTING 1ST. FLOOR: L4404 AS REQUIRED AND CONDITIONS OF EXISTING 2ND. FLOOR: TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL - SOUTHOLD TOWN ZBA PROPOSED 1ST. FLOOR: NAILING SCHEDULE NNVV�w SOUTHOLD TOWN PLANNING BOARD PROPOSED 2ND, FLOOR: S.F. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL.SPACING SOUTHOLD TOWN TRUSTEES GARAGE AREA: PORCH AREA: COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS N.Y.S.DEC TERRACE AREA: ROOF FRAMING WALL SHEATHING Rafter to Top Plate(Toe-nailed)(Table 3.4A) 3-8d 3-1 Od per rafter Stuctural Panels 8d 10d 6"edge/ 12"field 0j a 4. DESIGN CRITERIA: �( (�(� q /���fpY Ica swam CeilingJoist to To Plate o ) •"""� ZONE 4- m GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM Wlnler underlay- P (Toe-nailed) 3-8d 3-10d erjoist Fiberboard Panels show DESIGN Frost line Deslsn mint Flood (Table P / COMPLY WITH CHAPTER 46" LOAD SPEED(mph) CATEGORY Weathedng tlepth Termlle Decay Tamp mgitlraa Hazards 7/16" 6d - 3" edge/6"field FLOOD DAMAGE PREVENTION 45 120 c Severe 3',0. Motlemte sllgnttu 11 Yas tws4 Ceilin Joist to Parallel Rafter Face-nailed 6-16d 40d each la 25/32" 8d - 1I3" edge/6"field to He Mo amts 5195 7 (Table 3.9A) ( ) p -1 g SOUTHOLD TOWN CODE. Gypsum Wallboard 5d coolers 5d couierc 7" edge/ 10"field = CEILING LIVE LOAD: 20 P.S.F. Ceiling Joist to Laps Over Partitions 6-16d 40d each lap - c2 2ND. FLOOR LIVE LOAD: 30 P.S.F. (Face-nalled) (Table 3.9A) Hardboard Bid Bd 6" edge/ 12"held PL L'h" 1 ST. FLOOR LIVE LOAD: 40 P.S.F, Collar tie to Rafter(Face-nailed) 3-8d 3-10d per tieDEFOFF EXTERIOR DECK LOAD: 40 P.S.F. (Table 3.6A) Particleboard Panels Bd 8d (see manuf.) ON CERTIFICATE OF OCCUPANCY SNOW LOAD (ROOF), 32 P.S.F. Blocking to Rafter(Toe-nailed) 2-8d 2-1 Od each end - WIND LOAD: 35 P.S.F. (120 MPH) Diagonal Board Sheathing Rim Board to Rafter(End-nailed) 1"x6"or 1"x8" 2-8d 3-10d per support SOLDER USED IN WATER 2-16d 3-16d each end d SUPPLY SYSTEM CANNOT SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) 1"x10"or wider 3_8d 3-10d per support EXCEED 2/10 O� I% LEAD. AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. WALL FRAMING Top Plate to Top Plate (Face-nailed) FLOOR SHEATHING SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, 2-16d 2-16d per foot b M J Structural Panels0 STRUCTURAL ELEMENTS, & LOAD PATHS Top Plates at Intersections(Face-nailed) 4-16d 5-16d joints each side 1"or less 8d 1 Od 6"edge/ 12"field a p�UNABING 1 greater than 1" 10d 16 6" edge/6"field ALL PLiIh1BING WASTE 0 wm 5. WINDOW SCHEDULE: Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. gWATER LINES NEED WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEETDiagonal Board Sheathing TESTING BEFORE COVERING �U4 Header to Header(Face-nailed) 16d 16d 16"o.c. along 1"x6"or 1"x8" 2-8d 3-10d per support o OF EMERGENCY ESCAPE AREA edges MODEL# CLEAR OPENING STRUCT. PANEL SIZE REMARKS1"x10"orwider 3-8d 3-10d per support Top or Bottom Plate to stud (End-nailed) 2-16d 2-40d per stud TW 3046 5.7 S.F. 3'-7" x 5'-2" SEE SHEET A-4 /�N o, ( Fe, wee- TW 3062 8.04 S.F. 3'-7" x 6'-9" FOR DETAILS Bottom plate to Floor Joist, Bandjolst, 2-16d 2-40d per foot / el Endjoist, or Blocking (Face-nailed) 1. Nailing requirements are based on wall sheathing nailed G inched on centeret the panel edge. k 4iw . 6�-n.,,,, z CW 1 35 5.7 S.F. 2'-10" X 3'-10' If wall sheathing is nailed 3 inches on-center at the panel sedge to obtain higher shear capacities,nailing J 0 - - a d 5: AW31 1.3 S.F. 3'-5 ' x 2'-9" FLOOR FRAMING requirements for structural members shall be doubled, or)alternate connectors, such as shear plates, DO NOT PROCEED WITH z m } shall be used to maintain the load path. FRAMING UNTIL SURVEY m 30-C13-20 4.0 S.F. 2 -5 x 3 -5 Joist to Sill, To Plate of Girder(Too-nailed) ez „ P R ) 4-8d 4-10d perjoist 2. When wall o sheathing a continuous over connected memblers, the tabulated number of nails shall be OF FOUNDATION LOCATION 0i4 0 l- P6040 - 6'-5" X 4'-5" permitted to be reduced to 1-16d nail per foot. HAS BEEN APPROVED. M -c Wa E Bridging to Joist(Toe-nailed) 2-8d 2-10d each end a 0 0 vi ,C125 3.0 S.F. 2'-5 ' X 2'-10' 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitteJ, check IBC for additional TW3046 MULLED ' " Blocking to Joist(Toe-nailed) 2-8d 2-1 Od each end requirements. OCCUPANCY OR r W 2 DHP1046 5.7 S.F. 5 -7x 5 -2 z Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block USE IS UNLAWFUL o NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED WITH AN ASTERISK (") ON FLOOR PLANS Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each joist WITHOUT CERTIFICATE 6. N.Y.S. ENERGY CODE: Joist on Ledger to Beam (Toe-nailed) 3-8d 3-1 Od perjoist FASTENERS FOR ASPHALT FROOF SHINGLES OF 1 'ANCY LJ Band Joist to Joist(End-nailed) 3-16d 4-16d peroist 1 §RR905.2.5 Fasteners. Fasteners for asphalt shingles;shall be REScheck Compliance Certificate Band Joist to SIII of Top Plate (Toe-nailed) 2-16d 3-16d per fool galvanized steel, stainless steel, aluminum or coppeir roofing nails, New York State Energy Conservation Construction Code -;P ' minimum 12 gage [head, inch F 1 67, shank wittn a minimum 3/81nch LL CONSTRUCTION SHALL � / I 9.5 mm diameter head, ASTM F 1667, of a len lh tto enelrate than h UNDERWRITERS CERTIFICATEto RES,/rick Software Versmn 3,5 Releese le iG I ( ) g P g M THE REQUIREMENTS OF THE q ROOF SHEATHING the roofing materials and a minimum of 3/4 inch (19..1 mm)into the not REQUIRED O DES OF NEW YORK STATE. �/ � ' sheathing. Where the roof sheathing is less than 3/41 inch (19.1 mmi ` tL^JI O l� STATECOUN .Suffolk - Structural Panels thick, the fasteners shall penetrate through the sheallhing. Fastene� 77 t O STATE New York ,. G 8-d 10d 6"edge/12"field n,f"O �^J HDD 5750 ? - shall comply with ASTM F 1667. 0 APPROVED AS NOTED V CONSTRUCTION TYPE Detached 7 ore FamilyDiagonal Board Sheathing §RR905.2.6 Attachment.Asphalt shingles shall have:the minimum lumber 1 N15" or 1"x8" 2-8d 2-10d per support G o P.8 ml ./ of fasteners required by the manufacturer. For noral application, DATE: COMPLIANCE Passes I 1"x10"or wider 3-Bd 3-1 Dd per support asphalt shingles shall be secured to the roof with nott less than four CERTIFICATION OF O Maximum UA=434 CEILING SHEATHING fasteners per stip shingle or two fasteners per indiviidual shingle. NAILING &CONNECTIONS FEE: /,9 -�lv BY: FOLLOWING Y ont dome uA=42t Where the roof slope exceeds 20 units vertical in 12 units horizo mild REQUIRED. NOTIFY BUILDING DEPARTMENT AT 3.0%Better Than Code(UA) Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field (20:12), special methods of fastening are required. SAM T 4 PM FOR THE cross Glazing FOLLOWW ING INSPEE CTIONS: Area or Cavity Cont or Door 1. FOUNDATION - TWO REQUIRED Perimeter R-Value R-Value U-Factor UA EXCEPTION:Asphalt strip shingles shall have a miinimum of six FOR POURED CONCRETE Ceiling 1 Flat Ceiling or Scissor Truss 1247 300 00 44 fasteners per shingle where the roof is in one of the:following 2. ROUGH - FRAMING 6 PLUMBING F a Wall Wood Fnme,16"oc. 2676 19.0 0.0 122 categories: 3. INSULATION v WindowI Wood Frame Double Pane 615 0340 2094. FINAL • CONSTRUCTION MUST �" a Door I Solid zo o.saB 11 1.The basic wind speed per Figure RR301.2(4)is 1110 miles per p Floor 1.All-Wood loistrl'russ Over Unconditioned Space 1071 300 0.0 35 hour(177 km/h)or greater and the eave is 20 feet((6096 mm)or BE COMPLETE FOR C.O. a higher above grade. ALL CONSTRUCTION SHALL MEET THE COMPLIANCE STATEMENT. The proposed building represented in this document is consistent with the 2. The basic wind speed per Figure RR301.2(4)is 1120 miles perhour REQUIREMENTS OF THE CODES OF NEW budding plans,specifications,and other calculations submitted with this permit application. The proposed (193 km/h)or greater. YORK STATE. NOT RE NSIBLE FOR system .s have been designed to meet the New York state Energy Conservation Construction Code requirements DESIGN OR CONSTRUCTION ERRORS. When a Registered Design Professional has stamped and signed this pass,they ere attesting that to the best of 3. Special wind zones per Figure RR301.2(4). his/her knowledge,belief,end profess,oueljudgment,such plans or specifications are in compliance with this Code Builder/Designer Date RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-100 OF THE TOWN CODE. ci En W OENERAL NOTES a Z �J 5 �w a O CL 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE N y SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE Q. 3 HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK 2 G AGREE WITH SAME. Z 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR W d' R TO STARTING ANY WORK. CD W H 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, GERTIFIGAT'E5 OF OGGUPANCY, INSPECTION APPROVALS, ' N >:ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. U a W 4. ALL WORK SHALL CONFORM TO N.Y LOCAL RULES AND REGULATION5. .S. CONSTRUCTION CODE AND ALL m ~ r a m = j 5. ALL METHODS OF CONSTRUCTION INCLUDING FORM WORK AND 3 K PLACEMENT OF CONCRETE ARE TO BE CAREFULLY 5UPERV15FD BY Q m^ THE CONTRACTOR. N N n N 6. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH D15A6REE5 WITH THAT AS INDICATED ON THESE PLANS, THE W .6 CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT LLJ 40-0' OR ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND 2-O' CONTINUE WITH THE WORK, HE SHALL A55UME ALL RESPONSIBILITY bxb G.G.A. POST WITH AND LIABILITY THEREFROM. Z 5.I 2'-0" 33'-0' 11 METAL BASE FTG. 11 W ANCHOR 6 POST GAP ON 7. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM A 18"x18" POURED GONG. FOOTING 501L PRE55UPE OF 2 TONS PER 562. FT. AND SHALL HAVE A I'VA-Q MINIMUM OF 3�0` OF COVER. 3'-O)MIN BELOW GRRADE (2TICAL 1TTYP) CENTERLINE 8. ALL CONCRETE SHALL BE 2500 P51 CONCRETE AT 28 DAYS FOR m -- - -- --- - - -°? - - / / -/ %/ 1 OF COLUMNS SLABS, HALLS A i /i,,;i, L AND FOOTINGS. . . � � 9. ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH L"m j I f - - - --_- - -- -- , .. r- - - - -/ L J L (2) #4 REBAR HORIZONTAL CONTINUOUS. W TI-6 I I s I -7" �. q'-10" Q 10. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR NQ.2 AS FOLLOWS 22-b" UNLESS OTHERWISE NOTED: p - I 4e^ 5' 4' 1 .tJ 1r Z Q U BENDING STRESS = 1150 psl (SINGLE) II _ z 8"x10'11" POURED CONCRETE U -� Z 1 I3 R U O BENDING STRESS = 1175 psi (REPETITIVE) -'L- FOUNDATION WALL REINF. W/ t I o °; m �� I IO m A I O E = 1,300p00 o _ d #5 REBAR ® 32" O.C. EACH WAY 0 EO I x W F _ ON 12"x20" POURED GONG. FTG. 'cS • 7x CGA D.J. N m �7 REINF. W/ (2) #5 REBAR, ON UNDIST.-p o I I6"o.G. m II. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE - I 2x6 CGA DJ. (2) 2" X 6" UNLESS NOTED OTHERWISE. SOIL, 3'-0" BELOW GRADE MIN, o A TL UO1 '� • i� 0 I6"OL. - J < �' 3 1/2"1 1/2" LULAM � �%� L r 4- -I r i 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND _ AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION GL 4'-8° I L 4 WALLS RUNNING PERPENDICULAR TO JOISTS. T _ -B" - D L. .J. i 13. ALL 5TRUGTURAL POSTS ARE TO BE SOLIDLY BLOCKED TO TOP OF r I jj i�-1 �J �ji/-I CL I 6x6 GA FOUNDATION WALL OR SUPPORT COLUMN BELO -" x P05TGW. (TYP) I/2" x 7172" 6L TLA17F % 14. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM Co. 1/2" THICK p UNLE55 OTHERa WISE NOTED. _1 LL: I5. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" WOOD II O Q I z 5Rf^ I/4" PER FOOT Q I STUDS AT I6" O.O. WITH I/2" GYPSUM BOARD BOTH SIDES UNLESS \ m SLAB PITGH O O 4 Q O L' O ISL Y n O Y zz xl ISzz W u U OTHERWISE NOTED. O m m I �' " ; %('' 2 CiAR i- o :o m o m an m oz I I ;'l O O ry 4 Z �J BASEMENT ` • Q� m IV x m m 16. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-8" HIGH X -3/8" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. o G,4R�C�E � • fo fo m � Q m mI 17. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. 18. PROVIDE 61 MIN. CLEARANCE ABOVE STAIRS A5 PER N.Y.S. CODE. L3 I/2 x 9 I/2' 6 LAM 13 I/Y' DIA STEEL ORDER 7 I Iq. ALL WINDOWS SHALL BE PERMA SHIELD INCLUDING DOUBLE LAI-LY COLUMN ON (4 TMPJ I I 4 INSULATED GLA55, INSECT SCREEN, 6 JAMB EXTENDERS AS REQ'D, 1 _ J 24x24"x12" P.G. FTG. I 13 1/2"1 1/2" LULAM F.. J F 7 r A5 MANUFACTURED BY ANDERSEN WINDOWWALLS OR EQUAL. 4 hl TYP. _ I II _J L J L 20. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS Z m _ _ --- % 2x8 GGA LEDGER �j -! V I X Y-8" 7' 8" , r APPROVED AND IN ACCORDANCE WITH N.E.G. REGULATIONS. IaJ. o c Q O C p BOARD FASTENED W/ y fL = _ Y 4" P.G. 5LAB m I/2" EXPANSION BOLTS ¢ 21. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.5. REINF. NV 6x6-WI.4xl.4 O '� I ^, I 0 BUILDING CONSTRUCTION CODE. K W.W.M. ON 4 MIL VAPOR PROVIDE 5/8" _� f Q ® 2'-O" O.G. STAGGERED 0 M c )L - Z BARRIER ON WELL COMP- I ( I ,0 8"x O'-q" POURED GONGRETE zz e �I O O 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN N 2 ACTED POROUS FILL C I : FO NDATION WALL REINF. W/ `t w I r CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE M F I TYPE 'X" GYPSUM '< II #5 BAR ® 32' O.G. EAbH WA m d I II 13 w x I CERTIFICATION OF THESE PLANS. p w BOARD ® GEILING�I ON 12"x20" POURED GONG. FTG. O I N m p REI F. W/ (2) #5 REBAR, ON UN 5 5T. m - I I 50 o BELOW GRAbE MIN I _ 23 THE ARCHITECT HAS NOT BEEN RETAINED F N 3 r -I L I J L xJ - r AND%OR 1OBSERVATIONS OF THE CONSTRUCTION.-SITE INSPECTIONS .,._... L J L - -- - - - -__- - -- --- _ - - -- --- LIN- A -- 24. 65. WRITTEN DIMENSIONS SUPERSEDE r DO NOT SCALE DRAWN SCALED DIMENSIONS. 2x8 GGLEDGER BOARD p y �;,. . c FASTENED I-V I/2" EXPANSION o UP 25. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. m BOLTS 0 2-O O.O. STAGGERED ; ( 4 KEYSTONE RETAINING r- • r- r -I F-� r - 7 r- 7 `r r , c m WALL AS REQ TTP. (3) 2x10 GGA (3) 2x10 GGA (3) 2x10 GGA ---µ$-LL _(3) 2x10 GGA_ q (3) 2x10 GGA Lµ-� (3) 2x10 GGA 26. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL = ® (4) LOCATIONS Imo_ j L -J - - -L J- - LI�J ___ L - _ LI � 1' -L- 1- I -1 L I -i L _ REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER V 8 m x THE PROJECT FOR WHIGH THEY ARE MADE 15 EXECUTED OR NOT. fa- P05T" WOOD ui TRIMM T T-5' 8'-0" _ _ 8'-0- - 8b" 7'3" 8'-2° THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS in < CENTERLINE TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH IX p p p K POST (13 TYPO CL CL CL CL OF APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. _ __ N 2'-`F' -40'1 2'-O" 2-1. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND = UNDERPINNING AS NECESSARY OF THE EXISTING CONSTRUCTION ---FOUNDATION THROUGHOUT CONSTRUCTION OF NEW FOUNDATION AND GIRDERS. p - - ,1 - 28. DOUBLE MIGROLAMS TO BE NAILED TOGETHER WITH TWO (2) ROWS FOUNDATION - 16D COMMON WIRE NAIL AT 12" O.G.. 57 y 2q. ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN J015TS, POSTS, OR Q 8x16 P.G. HAUNCH RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL MEMBERS TO BE p E i�!��Wmn�*�i//6j;,.'T%J//// . a FASTENED U51NO GALVANIZED METAL HANGER5 DY 'I 5TRON6 TIE' OR APPROVED EQUAL. 30. ALL CUSTOM WINDOARE To BE FIELD VERIFIED PRIOR TO f:7.1 WS ORDERI146 6 INSTALLATION (� O O J O F0UNr;) AT1 ON PLAIN SCALE: 3/Ib"=1'-0" LEGEND NEW GON5TRUGTION p 1= AA -- SECTION MARK p o L J FOUNDATION WALLS016'OG. FRAMING NOTATION w 05D SMOKE DETECTOR z EXHAUST VENT A=2 r_ _ OF 7 N WINDOW SCHEDULE MARK UNIT J w La ® MODEL SIZE FINISH FRAME GLA55 MANUF HEADER REMARKS Q � Z W Z I TW 3046 3'-2" x 4'-q" VINYL WOOD INSUL ANDERSEN 0) 2X8 3 g �Uj a 2 TW 3046-2 b'-4" x 4'-q" VINYL WOOD INEUL ANDER5EN (3) 2x10 I 0 Y 3 TW 3062 W/DHT3010 ABV. 3'-2" x b'-5" VINYL WOOD INEUL ANDERSEN (3) 2x8 4 N N 4 TW 3062-2 W/DHT6210 ABV. 6-4' x b'-5" VINYL HOOD INSUL ANDERSEN (3) 2x10 2 Q 3 p 5 ON 135 2'-5° x 3'-5" VINYL WOOD 111511E ANDERSEN (3) 2x8 4 Z2 Z b AW31-2 b'-0" x 2'-5" VINYL WOOD INSUL ANDERSEN (3) 2x10 1 W LAJ > [iii l 30-GI3-20 5'-10" x 3'-0 VINYL WOOD INSUL ANDERSEN (3) 2x10 1 ? LT7 8 TW3046 MULLED W/(2) DHPIO46 CD V-2" x 4'-q" VINYL WOOD IN5UL ANDERSEN 0) 2x10 1 W I A NMI q AFFIH608 6'-0" z 8'-10" VINYL WOOD IN"rd1L ANDERSEN (3) 2x10 a W r 10 P6040 6'-O" x 4'-0" VINYL WOOD IN5UL ANDERSEN (3) 2X10 1 U a 2 2'-4" 40'.0" 2'-0° 11 PHT3010-3 q'-6° x 1'-0" VINYL WOOD INSUL ANDERSEN (3) 2x10 1 m W S 12 6125 2'-0" x 2'-5" VINYL WOOD INSUL ANDERSEN 2 m LLJ 2 3 I CL CL 13 ANSI 3'-I" x 2'-5" VINYL HOOD INSUL ANDERSEN (3) 2x10 2 Oa 5'-0° 2'-0" 8'-5' m PROVIDE 5/8" FIRE RA D 6YPSU BO. ® WALLS d A N N y GEILIN6 AROUND BOILS 8 HOT WATER HEATER ,� p� O Z W o Q PER LOCAL CODE 6x6 P05T Y W p D 5GH DOLE _z Na OOR E "0, ° — ® Z LJ -� :0 18-0" �$ TYPE MODEL SIZE MATERIAL FIN. HEADER REMARKS QTY W d Q 1 G 3068 INS51 ENTRY 3�-0��xb'-8"xl 3/4" WOOD PAINT DOOR NV SIDELIGHTS (3) 2210 I N 12 F 2068 DOOR 2'-0'x6'-6"x1 5/4" WOOD PAINT 5 r .��� BOILER oDeLN V Q Q 3 F 2668 DOOR 2' b"xb'-8"xl 3/4" WOOD PAINT 5 4 F 25be, DOOR 3/4" HOOD PAINT Sj Q KITCHEN O 'd '4 m Q m 5 g 6068 D011BLE BI-FOLD 6=0"xb=8"x13/4" WOOD PAINT OLIGHT= 8% W �,11T4V-4- PARALLAM x - T-T `r b B 5468 DOUBLE BI-FOLD 5'-4"xb'-8"xl 3/4" WOOD PAINT 1 VENT.- 4% $ • IV C ry 7 1 8070 GARAGE DOOR 8'-0"xlb""xl-3/4" WOOD PAINT (3) 2212 2 Q' m I (\/I\I l}I 8 D STEEL UTILITY DOOR b'-0"xb'-8"zl 3/4" STEEL (3) 2x10 N O SD q F 16(8 DOOR Nr I'-6"xb'-8"zl 3/4" WOOD PAINT AlREF. 10 J 2068 BI-FOLD 2'-0"xb'-8"x1 3/4" WOOD PAINT POST 14'WI 60 SERIFS FJ I 2x5 CGA DJ. 1 - - IV 0.0. 0 16' OA. II A 6065 DBL. HINGED 6'-O"xb'-e"xl 3/4" WOOD/GLA55 PAINT (2) 2x10 3 I/2" x 14" 6WI_AM 3 1/2"x3 1/2" % Q 1 Z PARALLA P05T J r 12 G FWH2gb8AR 2-8"Xb'-8"xl 3/4" NI00D/6L48 PAINT- UP (3) 2210 2 5R IJ a t31 I Q I 13 H FNI61210-4 W/ 12 o°xb'-Wxl 3/4" WOOD/GLA55 PAINT 3 I/2"zll I/4 In m U DHPv010-4 ABV. 6LULAM 1 D I N I NO µmi, V 10" DIA DORIG V O 14 H FETI4661A26ovB-4 12'-O"xb'-8"x1 3/4" WOOD/GLA55 PAINT 3 1/2'x9 1/4" Q Q PERGOLA).', Q ARE �`f GOLUM 5 (2) TYP. Q O - r Q Q (5) 1 _ I i ry - Q IS D 6068 DBL. STEEL Doo b'-O"xb'-8"xl 3/4" STEEL (3) 2X10 Q 1Y m DN GEILIN6 ry a OREAT HEIGHT ROOM I I DECK O a % 3 Y `v m DOOR 'I"`I'PES w x v GEILIW6 13 3 1/2" x 14" GLULAM HEIGHT Q \ m a o 31/2"x31/2' m "A" �8" PARALLAM OST 12'-8' - T 2'-4" 15'-8" to R-ii I_o, W.Q.C . N O SD �+ O SD 2¢8 CGA DJ. � J Q J PARALLA P05T I6'00. . Q - -- ry `v = LIGHT- 28% Q �� nn O o BATH - tI o VENT= 14% v xl 4 % IN p m RAISED PANEL DOUBLE SINGLE z m O Q 0 ry Q 4 DOUBLE BIFOLD HINGED a d 6x6 P05T ,�. HINGEDBOARD y 2xbGGAEDGER FASTENED j IF- _ I O.G. ST BOL 5 m �..— .. O ® 2'-O" G. STAGG RED _ p a ORCH Q ¢ o DEL. D.J. CL DN TO o "G" O V 0 1 U i. FriL 1, (3) 2x10 GGA (3) 2x10 GGA �V (3) 2x10 GGA (3) 2x10 GGA (3) 2x10 GGA A (3) 2x10 GGA 10"x10" WOOD TRIMMED ® — ® — ® ❑ ® � ❑ POST (12 TYPJ z RAISED PANEL 3068 ENTRY DBL. STTEELEEL DOORS SINGLE 51NOLE HINGED c r < HINGED W/ SIDELIGHTS z m r s B . In - mum riL HHH11UrtrL SINGLE BIFOLD wz z 2-4° ° 121-00 W/OTW015DOVERHEAD TATIONARY ARAGE O PANELS W TRANSOM 4 DOOR O o 44:-4° GIRGLE TOP UNIT ABV. �jj I.i.11 � 0 J a FIRST FLOOR � V. FLt AN a HEADER SGHEDULE � � aA SCALE: I/4"=1'-O" FIRST FLOOR: PORCH:: 11112 2 S.F.S.F. ALL MATERIAL FOR WOOD ERAMIN6 DECK: 512 S.F. HAVE A MINIMUM fb OF P.S.I. NOMINAL LUMBER SIZE: SPANS: U (2) 2x8 UP TO 4'-0" P (2) 2x10 41-0" TO 6'-0" a (2) 2x12 6-0" TO 51-0" POSTS SHALL BE 4x4 (NOMINAL) �_� *NOTE: ALL SIZES GALLED OUT ON ANY OF THE EOLLOWIN6 DRANIN65 WILL SUPERSEDE o THE SCHEDULE. z N OF 7 401-01 TV 2--0- CONTINUOUS RID6E VENT 2q-22xI2 RIDGE' w Ld 2X4 COLLAR TIES @ 48' O.G. Q. m — — — TYPICAL ROOF CONSTRUCTION; CL L4 — — — — — — — — — — — — — — 0 :q240 ASPHALT ROOF 5HINOLE5 15# FELT PAPER /2"GDX PLYWOOD 12'-0" :2--0-- �4- • I/2" 6U BOARD INTERIOR FINISH z d 2X& C.'J. r= > a 16" O.C. TYPICAL CEILINC7 CONSTRUCTION; Wi '.13r' 9 NEW 2 x ) G.J. a 1611 O.C. PERSOLA 0 BATH p� A 'W1W (R-30) KRAFT FACED MASTER TOP OF BATT. INSULATION < I CA 0 O\ PLATE -T, DEL. G.J. f_4 1/2" 5YF5UM BOARD 7046 CL E -i IN EIL 9 er ca LLI -9 134- L m F- - F/ F— OVERHANG WV HEN 1 6 9 1-0 L11 F! LLI 050 FA5r-IA 4 NEW PERFORATED 2xIO R.R ®r SOFFIT I-V PREFORMED ALUM. GUTTERS 3 O Q EFF,I LEADERS 4 DOWN M LIGHT- 12.5 9 16, O.G. N4 H o VENT.= 6% LIN L BEDROOM TYPICAL FLOOR CONSMCTI 6w 03 /2" FINISHED FLOOPINC, AS PER OWNER 09 14" INI 80 5ER�ES FLOOR J015TS 0 16" O.G. 5/4" T. S PLYWOOD SUB-FLOOR GLUED SCREWED Ld &LULAM S, P05T PROVIDE 'i 0 0 uJu TO HIP FLOOR DRAIN SECOND FLOOR $ PAN (b 050 A2 RIDGE TYPICAL TERRACE CONSTRUCTION. EL =9 ll� w HALL J�/ �2x& Jr 116- 0 - �*LA �Tb L CLIL FRo\ x 't'2 p DEL C P4 • x w a 161, O.G. FASTENED TO CLJ 2x8 GGA LEDGER BOARD FASTENED K/ 1/2" EXPANSION 2xI2 RIDGE DEL. G.J. pal- Is J. 1- �DZIRI- POS I BOLTS 6 2'-0" O.C,. STAGGERED LIGHT- To HI 9 Z, pi FM TYPICAL WALL CONSTRUCTION: ry dT j � No Im KITGHE P)ININO ARE "PERFECTION" SHINGLE CEDAR SIDING OVER 'TYVEK" HOU5FNPAP OVER 1/2" GDX 2X&C.J. h, PLYWOOD 5HEATHIN6, (2) 2.6 oil, Lill ��T= 1-1% o 16'0.6. TOP PLATE, 2x6 STUDS o 1611 O.G. (1) 2X6 BOTTOM PLATE, (R Q vt IN I.= 11 13ATr. INSULATION, 4 1/2" 0YP. 13P. 15. _6. E TYPICAL SILL CONSMOTION; MA57ER FIRST 6 BATH FLOOR IF 05D BEDROOM ALUMINUM TERMITE SHETLD HEIGHT - IISILL 5FAL INSULATION Q. PER 3OLA ')MGEILIN6 d4 \ O (MAXIMUM 1'-0" FROM OORNE Y SE25�QL HE15HTRS t NO LE55 THAN THO (2) PER SILL,) 2x8 -J. 05D GJ. 013L.G.J. 2 GAR TYPICAL FLOOR CONSTRUCTION: 12 12 V-4" GARAGE FINISHED rLOORINr, AS PER OWNER CP-ADE GRADE 514" T. 4 6. PLYHOOD UB-FLOOR GLUED 4 SGPEWED 2XI0 FLOOR -JOIST 0 16" O.G. I :Fc 101, (R-50) KRAFT FAILED BATT INSULATION .......... TERRACE TYPICAL FOUNDATION KALL. 5"xlO'-q" POURED CONCRETE 1112, .xb" PLYWOOD (5) 2xIO GGA (3) 2xIO GGA (5) 2xIO GGA (3) 2XIO GGA (3) 2x[IO GGA RADIUS FORMED RAFTERS FOUNDATION WALL REINF. IAV "o #5 REBAR @ E52" O.G. EACH KAY ON 12"x2O" POURED GONG. FTG. .%\ REINF. W (2) 45 REBAR, ON UNDIST. SOL, 3'-0" BELOW SPADE MIN. DAMPROOFINC, WHERE REQUIRED :2 41- 11 TYPICAL SLAB CONSTRUCTION: NEW 4" P.G. SLAB REINF. W 6x6-HI 4xHIA HA.M ON 4 MIL VAPOR BARRIER ON HELL 2--0- COMPACTED POROUS FILL 0 In 44'-4" 51/2" DIA. STEEL EC In LALLY COLUMN ON -iz wi- 24"x24'xI2" P.r-. FTG. 5r= 00Nr;) FLOOR PLAN WILL: SCALE: l/4"=I'-O" SECOND FLOOR, 1,1611 5.F. TERRACE, 404 5.F. ROOF VENT ROOF c; 2210 RK • 16"04. 2x12 RII:)&Ed 5.: (2) 2x8 (;2) 2X5 5: m In us Ov k, %\ < mini vii a�THROO 1) 2xio RK INN V LT LAV -AV LAV TLT OOHK TUB ip"\ F= T� 2 PIPL k2xb SEOOND FLOOR !RR A 16 HOL z N suwR sa� 2- i KITOHEN DATH NSI 0 LAV TLT MB 0 FIRST FLOOR po 2" 2' O 10'-4" 4° OOU�TY APP �'RT" �'�'PFO 4- -LT-1 0-1 GO C,0 12--6" j4' 10'-4' TO SUFFOL!C o Go, 401-0.. GELLAR PLUMBING R1SSR r�) IAORAM AA PARTIAL A7710 to L A N N.T.5. z &SCALE: OF 7 12 12 - 12 10'-0" AVERAGE HEIGHTVINYL WOO WINDOW _ MODEL R: 0125 - - - - a Z 240#ASPHALT - ROOF 5HINCLE5 4i TOP OF e,' RAKE BOARD PLATE �' :-0' TOP OF-OF F PLATE N / xPLYWOOD -- T - - - RADIUS FORMED D RAFTERS (8'-O" RADIUS) L� _ o J IL wooWINDOW Lu - - _ _ J = — �' — >. A}H 4" TPIM I J _ ` d b" VINYLQ JCI, _ ® �Y I ui -- _ CORNER P05T V_ _ - - .� _. f- r I - C �7 ch I- _ - _ . _ r = S II - - _ tl = _ m W a - - - - _ SPINDLES H RAILING %� = 11 - - - I - 1L� - _ _ - _ '_ I I - d � - ➢ - ul = - - - - - % - S - 1 U 7V m �- < g C ry sPINDLEs® 6" O.G. � � IC 5 IC II 1 1 � � II � ; ]I �I _ 11 ➢ 1_ I' � I I L � CIC 1 : L JI l f = 3 FLOOR OJ - 10' 5GMIARE COLUMN FLOOR r^--- J '_ W - - � � 3 A �C "PERFECTION°CEDAR _ 5HIN6LE 51DIN5 b° EXPOSURE E ! - (n VINYL GLAD W oN zY WOOD WINDOW W 0 MODEL : AFF1,1608 a VINYL CLAD LJ :z LAJ MODEL #: P60401WOOD WINDOW � _ 5068 INSUL. ENTRY n DOOR W/SIDELIGHTS 6ELLIPTICAL WINDOW ABV. FIRST FLOOR - - FIRST - - , - - _ - - ` _ '- - ` L - _ _ )R� ❑ - _ = ` J = I` - - m PAIN L TED CEDAR PERGOLA ❑ ❑ - - - - - - _ I � � � lrll hh _I 1 ]1 FLOOR Y - ❑ - - - - - 1 VINYL GLAD m li w WOOD WINDOW 4V TRANSOM ABV01 . x ��•f T a4 t Y zt)'� '' e - 2' ' .y:,' �,5: 0 0 14' SQUARE COLUMN „ 1 �� LATTIOEy> Air n_i'y l l.r 1 ttynL" i z � '_ a 3 i ti� �v IMm LYJ8070 GARAGE DOOR - a, �1.M's} ,a�Y a� ..: �H'�A�I kYY K: ��t}� ryu .}l• Y: Sa.t1 hG _'�� 4+�1 ixxa�. ext• ELEV. hPROPOSED EV Y GRADE o - f PAINTED MD.O. - J EXISTING Q RECE55ED PANELS GRADE m I-'. - - - - - - - - L - - – I - - - - - - - - - - - - - - - - - - - - - - - -- - � NORTH ELEVATION (GLEARVIEW AVE) W E S T E L E V A T I O N � SCALE: I/4"=1'-O" (GAGEN'S LANDING RD.) SCALE I/4 I O 12 2- 101-01 Q�- AVERAGE HEIGHT - ' 1 - -- I FRENGHHOOD 5LIDIN6 8 - - _ _ DOORS Wi ETC, ABV. RDOF CRICKET TOP OF - -- - -- - - -_ -.� - •- ry \ PLATE � 1���� �_ \ _1 -4• __ - _ ____ _ _ _- _ _ _ __ _-_ -_ _ _ _ 240#ASPHALT -0 _ LII TOP OF o L � - -- I U L dJ PLATE ROOF SHINGL _-- ES �Y �_ B.1 TJCP 2 Y L EJI I I -J SII � J IIJC ' f IC 11L . Il Llf� p-4" fT7PT1L 1-1�-I_ _� Cl L I F1 _ JL - Ji VINYL GLAD - J WOOD WINDOW ,V_LJ,A�L MODEL u: At,01 S I !_ IIS' 1L11J A b s 1 - III' Y LI P �I L P7 T Jr V tltltl. i h-1 N_ _ 1 LL L' f JI�_1 �_f_J J 9`"1� II P��f11 V 4 z' BILA J� 6° VINYL - _ r _ _ 1-ull Jf uL T RI Il_1 7J I r CORNER PosT � 1-JIJI I' J I Ll II_ J' _�I 1111 II �Ii V � LI Intl_P R Lh VI I JLl LJI;f i Il l VL' 6 c r °2 SLI II 1 I 1'J �IC7�[ 11 � G z III I tI IloJlo _ , o _ '�� _u a �' r , � II I SECOND - - LI LI IN HIGH RAILING ' -- ❑ 1- % S FLOOR '� W/SPINDLES® 6" O.G. }�secoND L� 11 II 1� � O ' I III JL LJI� Y FLOOR LI L Li J . Cl 10"SQUARE COLUMN L TRANSOM WINDOWS 1 SL ���_p_CLL J1 LJJ ZIIT`JAiL`')II�I Jl�1,ILIJl IALLJJ1 IhB_f 1lJr I 11�''1L-Jllll U� �I oNz MODEL R: PHT3010-3 � _LL9T J l TIONCEDAR 1III 5HIN&LE 511 L ��b" EXPOSURE J l . � .II II .I LIl ri O I _ IJ1r u JLC �e I_Jnr — — - - - - � �uu I r I � u e M � - VINYL GLAD II III I � 1 - I -- WOOD WINDOW � p 0- f� f_. CII ._. ' V J 1JI �I Z �E 0_ L TC II 1 - 1- W/TRANSOM ABV. j I 1 I - % r _L % IJJL LE II LI r c_JI �� I 9 � � Ll % � � I � pJ11 _1_I ' 1- ] Il L -p L _I 'I IIJLLl1_� IJI TI O LOOK II�LU 1- J _iLLJL�J I L r�J I � � u � � uJ JAL I II 11I J I LI II _ oc ru � I J c !_ p C [ i y1➢ E L� I_E- �I V JI ll [ �LI1L� L ilk !1 JIII_ I 1_� ILLI J llC J 1 TJ I_ g 11 FIRST - I L _� Illi i� SLI,- 1-J,'V. SLI_ (0 1T' �I 1 � i i�-CJI,i!-I, -.J TII� -IL Lr LIQ JL lI� V ji FLOOR ELI o O IWu •_•. % �( 14"SQUARE COLUMN 'TSC u ✓ O � 0 z GRADE ELEV. H.O* PPOP05ED - STEEL UTILITY DOOR G GRADE z EV EXISTING �O GRADE Q a N - � - - - - - - J - J - - - - - - - - - - - - - - - L - L - - - - - - J - - -LI - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - L � soUTH ELEVA71 ON r= A57 ELEYAT I ON Amis SCALE. I/4 -I o 0 SCALE. I/4"=1b" z t- � OF 7 FRAtIIIvIINO FASTENINO r�) ETAILS � w a z Ed Z J a N VI g 5TA66ER JOISTS 4 IN. OR SINGLE OR DOUBLE U5E SPLICE PLATES Z d TOP PLATE \ GUT PLATE TIED WITH 25 GAGE SEE SECTION R602.3.2 W w \` STEEL ANGLE OR 50JIVALENT W N W y o 1vi a m -52Q �r TOP PLA F O = o n m W O O FIREBLOGKIN6 o m a �.' AROUND PIPE HEADER 2 a W 0 1 JAGIK STUDSSEE TABLES 8502.50) 2x8 U t n AND R502.5(2) OR TRIMMERS > a,a .•,. 45 16' <1 m' CENT WALL 5TUD5 °ao,ae as ao:aop,P. ERS�� (/� n u~i,M�,, TUD SEE SECTION R602.3 'A' o .•n'°'o`.° Z K aW w UJ Z BORED HOLE MAH. a DIAMETER 40 PERCENT TYP. POST BASE FASTENER OF 5TUD DEPTH MOOD TO CONCRETE) TYP. GROSS BRIDOIN6 DETAIL Z 5/b IN.MIN, TO EDGE BOTTOM SOLID BLOGKING W PLATE 5/6 IN,MIN.TO ED FLOOR J015T5 5UBFLOOR N n m 47( FOUNDATION SILL PLATE -- -I CRIPPLE WALL a O, ---- I SEE SECTION R602A 2'xb" DECKING OVER GGA DECK "2x" JOISTS 016" O.G. "2x" G,O.A. LEDGER BOA W — —— — — ————— — 4"x4" SOLID WOOD (SEE PLANS FOR SIZE) I/2" LAG BOLTS FOUNDATION POST (PRESSURE TREATED) -- ---- WALL STUDS NOTCH MUST NOT —— — — — ®I6" O.G. STAGGERED z EXCEED 25 PERCENT OF SND DEPTH ANGHOR BOLTS EMBEDDED IN I IN. BY 4 IN. FOUNDATION b FT. O.G. MAX. BORED HOLES SHALL IF HOLE 15 BER^EEN 40 PERGEIT AND DIAGONAL BRACE SAME CR055 NOT BE LO5 IN NNECTION OF 60 PERCENT OF 57UD DEPTH,THEN SND LET INTO STUDS U 5SEMIST BE DOUBLE AND NO MORE THAN THIO I CUT OR NOTCH IN SND MUST STUDS ARE DOUBLED AND 50 CORNER AND PARTITION POSTS �� W/EACH H G.G.A. FLUSH HDR. (2) THRU BOLT EACH POST (PRESSURE 4" a "SIM APPLY APPROVED SHEATHING OR BRACE 13ASESOR EQUAL NOTCHING 4 BORED HOLE LIMITATION5 FOR EXT. AND BEARING WALLS EXTERIOR WALLS WITH IN. BY 4 IN. BRACES LET TREATED) INTO STUDS AND PLATES AND EXTENDING FROM - - PROVIDE GALVANIZED METAL Jo15T a BOTTOM PLATE TO TOP PLATE OR OTHER HHGRS ® EACH JOI5T, �I a u: 5GALE: N.T.S. APPROVED METAL STRAP DEVICES INSTALLED IN 12" DIA. GONG. FTG. TO a o m ACCORDANCE WITH THE MANUFACTURER'S 5/b DRAINAGE GAP it 3`-O"(MIND BELOW GRADE " ?ALUMINUM FLASHING SPECIFICATIONS. SEE SECTION R 602.10. 0 TYPICAL FRAMING DETAIL TYfm. DECK SECTION SCALE: N.T.S. TOP PLA - L _ I SIDING NO NOTCHES D FINISH WALL \ j \/ I PLYWOOD SHEATHING WINS PgNE; ?s /h MAYPERMITTED ~I TNl e rn J nro I I D/6 MAX. \/x/\ FLASHINe ;. I�i / \ "x3" VINYL COATED WOOD CASING BORED HOLE MAX. FLOOR JU'IST - CENTER GUTS ' OF STUD DEPTH OR DIAMETER 40 ENT HEADER \ AFTER(TO Or EACHAINCED STALLATIION)IRED i 5/b IN.MIN.TO EDGE I"x2" WOOD SPACER 5/5 IN.MIN. TO // 0/4 MAX. SCIRE1 4e WOOD i I c SCREW I / -' S ® Q" O.G. N I �D CASIINGR 8 In 1 D/4 MAX. PREDRILLED FASTENING a \ U F C� L HOLES ® 9" O.G. U I 14OTGH MUST NOT Ci- IIy � I a c o o �ir' vi EXCEED 25 PERCENT FLOOR JOIST - END GUTS /2" GDX PLYWOOD OF STUD DEPTH 5TRUGTURAL PANEL BORED HOLES SHALL U) I Y III O NOT BE LOCATED IN THE I 5AME CRO55 5ECTION OF MAX. D FROM I `t f x SUPPORT GUT OR NOTCH IN STUD f �I 4� I�/1 To NOTCHED 4 BORED HOLE LIMITATIONS FOR INT. NONBEARING WALLS D/3 MAX, Z �•, FINISH SILL SCALE; N.T.5. I I I O 0 I/2" GPX PLYWOOD RAFTER CEILING JOISTS (&02h) STRUCTURAL PANEL srooL L� V LJ EXTERIOR OR BEARING WALL 11 PREDRILLED FASTENING INTER OR HOLES ® 9" O.G. GA51drl NOTCH GREATER THAN 50 D/3 MAX. PERCENT OF THE PLATE WIDTH I6 GAGE (0.0054 IN) AND 1.5 IN. WIDE - -- � METAL TIE A6RO55 AND TO EACH DOUBLE SILL >_ �2-I/2" u6 HOOD WOOD LASING SIDE OF THE NOTCH WITH 6 - 16d scREws ® a" o.c. a NAILS EAGH SIDE. I"x2" HOOD 5PAGER tl{� PIPE OR CONDUIT FFIN15 / a 2 IN. MIN. FROM TOP KALL ' \ 1"x3" HOOD CASING AND BOTTOM OF J015T D (ACTUAL DEPTH) I I TOP PLATES PIPE PLYWOOD SHEATHING A-6 TYP. NOTCHING DETAIL TOP PLATE FRAMING TO ACCOMODATE PIPING SCALE: N.T.S. WOOD 5TRUCTURAL PANEL DETAIL STRUCTURAL PANEL ATTACHMENT DETAIL z SCALE: N.T.5. 5GALE: SCALE: N.T.S. h OF 7 RAFTER TIE @ 16" O.G. ROOF RAFTER MODEL "G520" ROOF RAFTER V CONTINUOUS RIDGE VENT _12, CL w CC DETAIL " R " °° ° 12' RAFTER GONNEGTOR ° of z F ° ° (2) 16" O.G. ° ° °II RAFTER GONEGTOR Lj aJ d 'I RIDGE BOARD ONE /° MODEL H2 ` I`,� - 16" O.G. 0 d x SIZE LARGER THAN RAFTERS RIDGE ° ° � I , MODEL H2.5 N on �� DOUBLEQ SHINGLES AS SPEC. ° 0 TOP PLATE 1 ° �� "v w _z W ROOFING MiB -FELT AS REO'D ° 8N WALL STUD PLYWOOD DEGKIN6 AS REO'D ° ° a ROOF RAFTER ° ° ° a W "2x" RAFTERS AS REO'D ° F II o z GONTINUOUS SELF ADHESIVE NOTE: TH15 DETAIL 15 UTILIZED m W ao \ IGE DAM MEMBRANE, 2'-O' MIN. }o / INSULATION IENRA TER. SHDSR FTEN DIRECTLY TDOPBPLATE W 0 3,� +`ks O'p � DETAIL " e, a ARE NOT ALIGNED USE CONNECTORS 3 o a IN DETAIL "52" d V ON THIS PAGE Q m� DETAIL " T " BEYONDlij 2ND ) ® RAFTER-TO-RAFTER CONNECTION TYP. ® EACH RAFTER RAFTER-To TOP PLATE TO STUD CONNECTION (2) ® 16" O.G. RAFTER-TO TOP PLATE CONNECTION ® 16" O.G. Z w W UTILIZED WHEN WALL STUDS ALIGN DIRECTLY W/ RAFTERS UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY W/ ][ W $F5 xb FASCIA .0. h - - Z as MODEL " G520 " BY 51MP50N 5TRON6 TIE SCALE' N.T.S. MODEL " H2" BY 51MP50N STRONG TIE SCALE. N.T.5. MODEL " H2.5" BY 51MP50N STRONG TIE SCALE: N.T.S. PREFORMED ALUMINUM I 1 0 1 LZ I PERFORMED VINYL SOFFIT DBL. TOP WALL STUD AS REEIILD G JOISTS \ MAY VARY \ N DBL. TOP PLATE PLATE 6ALV. METAL STRAPEND 2' �- @ 16" O.G. LENGTH ~ GROWN MOULDING OVER MODEL " G520 F i "Ix" TRIM BOARD w MDETAIL " U to (BEYOND) HEADER BASE PLATE 6ALV. METAL STRAP 36'-42' > SECOND FLOOR INSULATION AS REO'D @ 16" O.G. CUT LENGTH SHEATHING AS REO'D MODEL " 5P4 RIM JOIST CLEAR SPAN �, S1PINO OR STUGGO ° 12' DBL. TOP PLATE AS REG'D FLOOR JOIST fl; AS SPEG.- SEE ELEVATION o canodxi v2' NAILS I •' WALL STUD EACH SI➢E OF STUD \ DETAIL ° V ° JACK STUD WALL STUD i2 2ND END LENGTH Provide minimum 1' FLR LEVEL end distance < y� 1i i1 Equal number of �j @ �+- DETAIL W specified each end n II m IST � � o FLR PL DOUBLE TOP PLATE r PLATE TO RIM G� TOP PLATE TO 5'ND CONNECTION AT GABLE-END WALL ® Ib" O.G. JACK STUD TO HEADER CONNECTION STUD TO STUD CONNECTION ® I6" O.G. MODEL " G520 " BY SIMPSON STRONG TIE SCALE. N.T.S. O I/2" DRYWALL ON MODEL " SP4" BY SIMP50N STRONG TIE SCALE: N.T.S. MODEL 6520" BY SIMP50N STRONG TIE SCALE. N.T.5. GEILIN05 B WALLS h i DBL. WALL '-� 2x4 5TUOS AT 16" O.G. STUD c DBL. WAL OR AS REG'D c 6ALV. METAL STUD 23"\ z' m W FIRST FLOOK o TIE-DOWN RIM JOIST \ �J d a BASE PLATE GALV. METAL ` TIE-DOWN 6ALV. METAL WASHER INSULATION AS REO'D _ _ – - MIN. 3" SO. (MODEL 'BP7 h., FINISH FLOOR I;1 6ALV. METAL I/2" DIA. x 12" ANCHOR RIM JOIST BASE PLATE " J" BOLT 23" O.G. A5 SPEC. - � I� 11 GOUPLIN6 _ , - (MIN. -7" EMBEDMENT) 'I DETAIL X �__ _ RIM JOIST 5UBFLOOR 1��1 AS REO'D. DBL. TOP , ST PLATE G UPLIN6TAL" (2) 2 x 6 G.G.A. u FLR LVL DBL. WALL '' SILL PLATE c 1111 Y DETAIL " Y " STUD o DBL. SILL w m q = DETAIL " Z " c PLATE FOUNDATION t BSMT. c FLR PL (2) 2x6 SILL PLATE o WALL < w m, c a o 0 0 ui �— 1/2" DIA. x 12" (' ANGHOR BOLTS a z "2x" GEILINO JOISTS @ 23" O.G. MAX. A5 REO'D ° " REINF. CONCRETE SALV, METAL TIE-DOWN W/IN 52" GALV. METAL TIE-DOWN WIN 52" ANCHOR BOLT-WASHER CONNECTION o 24" O.G. ALL O OF EACH CORNER OF STRUCTURE O OF EACH CORNER OF STRUCTURE = - SCALE, N.T.5. SCALE. N.T.S. MODEL " BP " BY 51MP50N STRONG TIE SCALE. N.T.5. GELLAR ; TIII- III- -j I IIMODEL " PHD2 " BY SIMPSON STRONG TIE MODEL " HTT22" BY SIMP50N STRONG TIE: O Ulf =IIIIII-III- -IM APPROXIMATE GRADE = L =_ WATERPROOFING OR WALL STUD - _- - DAMPPROOFING AS REOV O 1/2" EXPANSION =III III-III III EN n z JOINT MATERIAL �� —ASPHALT COATING (TYP.) LENGTH O I5TIII- I, GALV. METAL � 0 FLR VL STRAP 0 16" O.G. 99 4" GONG. SLAB W/ ?- - 12" GRAVEL GOLLAR 6"x6" #10/10 W.W.F. RIM JOIST 2x4 KEY WAY VAPOR RETARDER ,� \ ' ` ':y o o r ltv fel —Y (2) #5 REBARS CONT � , '` 6ALV. METAL ` 3" PERIMETER DRAIN W/ PLATE FASTENER (MODEL # LPT4) FILTER FABRIC a UNDISTURBED SOIL SEE FOUND. PLAN 0)16" O.G. o � DBL. SILL PLATE LTP T)'I NALL SECTION TWO STORY W/ GELLAR A-7 SGALE: 3/4" =1'-O" O SILL PLATE TO RIM JOIST CONNECTION z "LTP4" BY SIMPSON STRONG TIE SCALE; N.T.S. OF 7 GALV. METAL STRAP 016" O.G. (MODEL " G520") v Li Li 5ENER4L NOTES a z n � Z g w � CC- . N a z'.F I CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE N CA r SITE PRIOR TO 51 TO WORK AND SHALL FAMILIARIZE a w 3 0 HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK 0 _ AGREE WITH SAME. W w 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR W = rn TO STARTING ANY WORK. (' W y � 3. GONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, Q - cd PERMITS, GERTIRGATE5 OF OCCUPANCY, INSPECTION APPROVALS, y >t ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION H O Z THEREOF, IF REQUIRED. O d W 4 ALL WORK SHALL CONFORM TO N.Y.S. CONSTRUCTION CODE AND ALL m LOCAL RULES AND REGULATIONS LLJ = o M 5. ALL METHODS OF GON5TRUGTION INCLUDING FORM WORK AND CE 0 PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY m Q. � THE CONTRACTOR. N _ 6. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHIGH Z CL' W w DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE W 0 p CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT Y Z N a OR ENGINEER SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND O 12_O CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RE5PON51BILITY Q 6x6 G.G.A P05T WITH AND LIABILITY ANCHOR 6 POST GAP C, THEREFROM. T LZ 93x0„ METAL BASE FTN T. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM i ANCHOR A I8"1 POURED GONG. FOOTING SOIL PRESSURE OF 2 TONS PER 50. FT. AND SHALL HAVE A - - - -- -- - --- - 2) BARS VERTICAL TY MINIMUM OF 3'-0" OF COVER. k Mil� A-4 3'-0" MI 211 TYN BELOW GRADE P) cu GENTERLINE 8 ALL CONCRETE SHALL BE 2500 PSI CONCRETE AT 28 DAYS FOR m /// L - OF COLUMNS SLABS, WALLS AND FOOTINGS. „ - -- '77'^'' '�""' i r- q CRETE FOOTINGS ARE TO BE REINFORCED WITH LTJ �- - -� -- - - - -�-� / � - � -- - _-- �' 2) #4 REBAR HORIZONTAL CONTINUOUS. Y_ Q'-10" Q 10. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR NO2 AS FOLLOHS 15,x„ }� � I � a �_ 8"x10'-q" POURED CONCRETE Y Oz 13 Q U O UNLESS OTHERWISE 5 5D: p U I BENDING STRESS = 1150 psI (SINGLE) BENDING STRESS = ITIS sl (REPETITIVE) = �j FOUNDATION WALL REINS W/ dl w o m �� iq 0 x O -� E = 1,300,000 Q a0 %5 REBAR ® 32" O.G. EACH WAY _ X 9 :o '- FO x N F= ON 12'X20" POURED GONG. FTG.EIm ry o 2x coGA DJ N m O RNE. V (2) #5 REBAR, ON UNDI5i a oIb"OL m II. ALL HEADERS AT INTERIOR WALL GONSTRUCTION SHALL BE SOIL, 3'-O" BELOW GRADE MIN. - o ;0 2u8 GGA D.J Z (2) 2" X 6" UNLESS NOTED OTHERWISE. 016"0.0. N / �% r� L - 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND Q 3 Ip2"x9 I/2" LULAM . r -r r - AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION 10'-0" 4'-B" L i 'j - L WALLS PUNNING PERPENDICULAR TO JOISTS. I , ; I �_g 4 13. ALL STRUCTURAL POSTS ARE TO BE SOLIDLY BLOCKED TO TOP OF q CIL 6x6 GGA FOUNDATION WALL OR SUPPORT COLUMN BELOW r _ _ _ POST (IYP.) . ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. I/2" THICK o Q 3 I/2 x 9 I/2" 6L LAM ii 14UNLESS OTHERWISE NOTED. I 6 a Z 19Rm 1/4" PER FOOT - II O ITE. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" WOOD L d V-5LAB PITCH } p } O �� J U STUDS AT I6" OC. WITH 1/2" GYPSUM BOARD BOTH 51DES UNLESS \ m Q p 0 -1 I. o -1 0 IV z .D LL o = Q' IU x U OTHERWISE NOTED. z 2/� GAR v o_ a_ -.�o Oz mI IS W a m o '° -,`rp Oz N� 1 5ARAGE ' a Qd N LAC-0. EMENT '� a NWa �1 N N m m ib. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-8" HIGH X W 1 1-3/8" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. < I'7. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. L i8. PROVIDE 6'-6" MIN. CLEARANCE ABOVE 5TA'R5 AS PER N.Y.S CODE - L � 3 I/2" x 9 I/2" G ULAM � " '-� . I -- - /2" DIA. STEEL GIRDER r�� -J F , r - Iq. ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE- 1 -= 3 LP,_LY COLUMN ON POGKET 24"z24"x12" P.G. FTG. (4 NP) L Q INSULATED GLASS, INSECT SCREEN, 6 JAMB EXTENDERS AS REO'D, x24 -- 3 I/2 xq 1/2 LULAM (- � AS MANUFAGTURED BY ANDERSEN WINDOWWALLS OR EQUAL TYPILJ' ELECTRICALo r J L J L 20 ALL WORK SHALL BE BOARD OF FIRE UNDERWRITERS z m L 2x8 GGA LEDGER APPROVED AND IN AGGORDANGE WITH N.E.O REGULATIONS. wJ x r T'_B" T'_B" O `r O `4" P.G. SLAB ie: o a - - BOARD FASTENED W/ m V _ L = I/2" EXPANSION BOLTS Q 21. ALL PLUMBING SHALL BE IN 5TRIGT ACCORDANCE WITH THE N.Y.S. Q m } REINF. V1/ 6x6-WL4zl.4 0 $j e 0 2'1 O.G STAGGERED U BUILDING CONSTRUCTION CODE d' W W R ON 4 MIL VAPOR S p- Q V G ro BARRIER ON WELL COMP- � LL o 8"z O'-q" POURED CONCRETEo-'� V o_ Ulf ACTED POROUS FI L PROVIDE 5/8" '� zz 13 Q U 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN II g C FO NDATION WALL REINF. 1I t Oz CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE M �C, X" GYPSUM "> N e BAR ® 32" O.G. EACH WA m Q1w �� _ O N m \ • Vol BOA x CERTIFICATION OF THESE PLANS. w �. :. / ON 12" URED - � FO �� \ ✓�-� m �� R, ONU v �3 O BEL GRADE MIN / i _ 23. THE ARCHITECT HAS NOT BEEN RETAINED - F L - - - - - - J - - - F� Z-� AND / OR OBSERVATIONS OF THE CONSTRUCTION. SITE INSPECTIONS . c"•oi ,,,.; "7 v -JL - - - ---- -- - - -- - _ - _ __ 'k- -J 24. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE 2x8 AGGA LEDGER BOARD SCALED DIMENSIONS. FASTENED W/ 1/2 EXPANSION �i c BOLTS o 2'-O" OC. STAGGERED `� 25. THE OWNER SHALL SELECT ALL FIN15H MATERIALS AND COLORS. _ KEYSTONE RETAINING o o z d r Fa c WALL A5 REO. TYP. < :o o 'b'i:%7. ii%%.., . r`- � 26. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL Z m ® (4) LOCATIONS a a REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHERzn� U w mmTHE = 6 x e I THEY PAREECT FOR NOT TO EH USED ON ATHEY NY OTTHHERIPROJEG 5 OR EXTENSIONS 0 a N ~ 'W UP TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH a p w p E vUi r; r.-, r APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. ` - - _ " - - IO GGA M (3) 2x10 GGA - 1 y (3) 2x10 GGA (3) 2x10 GGA J^ (3) 2x10 GGA - (3) 2x10 GGA (3) 2x - - L J L - 2-1. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND Z \ - - J- -L L UNDERPINNING AS NECESSARY OF THE EXISTING CONSTRUCTION POSTWOOD TRIMM '---�\ T'3° 8'-0' - �' 0" _ // 8 O �� " - 9 POST (13 TYPJ �—^ /� �� �/^�3 -/ �-� g � �CENTERLINE THROUGHOUT CONSTRUCTION OF NEW FOUNDATION AND GIRDERS. p i OF COLUMNS j CL ���' CL CL GL 28 DOUBLE MIGROLAM5 TO BE NAILED TOGETHER WITH TWO (2) ROWS o 16D COMMON WIRE NAIL AT 12" O.G.. moi/ N 2,-4�� -40'_0 - _ (�-- 2'-0' FOUNDATION 2q. ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POSTS, OR 4a1 -- - RAFTERS TO BEAMS, GIRDERS OR 57RUGTURAL MEMBERS TO-BE pp pp FASTENED U51NG GALVANIZED METAL HANGERS BY 'SIMPSON STRONG L/ _44-iATION TIE' OR APPROVED EQUAL, rl�Q - —FOUNDATION 30 r6 ALL CUSTOM WINDOWS ARE TO BE FIELD VERIFIED PRIOR TO O ORDERING 6 INSTALLATION 8x16 P.G. HAUNCH o o O OUNDA710N � PLAN SGALEz 3/16"=1'-O" z �1�LECND O � - NEW CONSTRUCTION A � a MI SECTION MARK U Li < 2uH RR. FOUNDATION WALLSa I6"0.0. FRAMING NOTATION OSD SMOKE DETECTOR z EXHAUST VENT 0 A-2 Z w N of � WINDOW SCHEDULE MARK MODEL UNIT V N d' ® SIZE FINISH FRAME 5LA55 MANUF HEADER REMARKS Q a Z ^ � TW 3046 3'-2" x 4'-9" VINYL WOOD INSUL ANDERSEN (3) 2x8 3 S 7-- W a 2 TW 3046-2 b'-4" x 4'-Q" VINYL WOOD INSUL ANDERSEN (3) 2210 3 TW 3062 W/DHT3010 ABV 3'-2" x 6'-5" VINYL WOOD INSUL ANDERSEN (392.15 4 y N O 4 TW 3062-2 W/DHT6210 ABV. 6' 4" x b'-5" VINYL WOOD INSUL ANDERSEN (3) 2x10 2 Q C 3 O 5 OW 135 2'-5" x 3'-5" VINYL WOOD INSUL ANDERSEN (3) 2xb 4 Z 0 b A1,51-2b'-O" - 2-5 VINYL WOOD INSUL ANDERSEN (3) 2x10 1 O w- 7 30-013-20 5'-l0" x 3'-0" VINYL WOOD INEUL ANDERSEN (3) 2x10 K y�j 8 TND046 MULLED W/ (2) DHPI046 5'-2" x 4'-9" VINYL WOOD INSUL ANDERSEN (3) 2x10 1 W y � 44:,,4: 9 AFFW608 6'-O" x 8'-10" VINYL WOOD INSUL ANDERSEN (3) 2X10 1 Q` Vi H K � 10 P6040 6'-O" x 4'-0" VINYL WOOD IN5UL ANDERSEN (3) 2x10 H p Z 40'-0" 2'..p" II DHT3010-3 9'-6" x I'-O" VINYL WOOD INSUL ANDERSEN (3) 2x10 m La 12 0125 2'-0" x 2'-5" VINYL WOOD INEUL ANDERSEN 2 W = o M rt 13 AI-01 3'-I" x 2'-5" VINYL MOOD INSJL ANDERSEN (3) 2x10 2 Oa a PROVI E 5/8" FIRE RA D Q. m^_ GYPSU BD. 4 HALLS 4 A N y CEILING AROUND BOILS A�� Z w W HATERHOT HEATER DOOR SCHEDULE z N W z PER LOCAL CODE bx& P05T MARK a _ 18'-0° ® TYPE MODEL SIZE MATERIAL FIN. HEADER REMARKS QTY = W 1 G 306& IN5UL. ENTRY 3'-O"xb'-H"xl 3/4" WOOD PAINT j - Q .y DOOR W/SIDELIGHTS (3) 2x10 \/ N m b 8-0' W-V f b'-0': V 2 F 2068 DOOR 2'-O"zb'-8"zl 3/4" WOOD PAINT 5 OQ x}1 5 3 F 26b& DOOR 2'-6"x6'-8"xl 3/4" WOOD PAINT g BOILER DBL. Z o = 4 F 2868 DOOR y-g"xb'-&"zl 3/4" WOOD PAINT 4 OVEN KITCHEN pI1 9 q ryl B 6068 DOUBLE BI-FOLD 6'-O"zb'-8"zl 3/4" WOOD PAINT LIGHT= 8% ;o 0 O4 T W _NT= 4% � e x N �_T � b B 5468 DOUBLE el-FOLD 5'-4"zb'-8"xl 3/4" WOOD PAINT O v 1 N T I 8010 6ARAl DOOR &'-0"xT'-0""x1-3/4" WOOD PAINT (3) 2x12 2 ' PANTRY O O n I U 8 D STEEL UTILITY DOOR 6'-O"xb'-&"zl 3/4" .N. 50 5TEEL (3) 2x10 REF. �J 9 F Ib6g DOOR I'-b"xb'l 3/4" 4-4 3'-4° 3 1/2"x3 1/2" " " III WOOD PAINT 1 PARALLAM F05T 14"WI w 5ERIE5 FJ 2x6 CGA DJ. 10 J 2068 01-FOLD 2'-0"XC 8"xl 3/4" WOOD PAINT 1 3 1/2" x 14" GLULAM� PA/RALLA P T J I m I6"OL. 4 113 6068 DBL.HINGED 12-0"xb a zl e/4" WOOD/GLA55 PAINT (2) 2x10 -0"xb' 1 Q r FWH2968AR 'i _., ,,... O oq- 10" DI 5 (2) TYP Q N O I = FWG12068-4 W/ H"x11 3/4" WOOD/GLA55 PAINT 3 1/22x10 2 0 2' (3) UP J QPHT301 -4 W/ -8"x1 3/4" WDOD/6LA55 PAINT 3 /2'x11 1/4" 1 p Q ISR m $ Ur 10" DIA DORIC O N El'r4 D 6068ET6 6TEEL DOO b'-0"xb 6LULAM PERGOLA 6LULAM� ET6 ABV a- v 4 0xb'-8"x 3/4" 5TEEL (3) 2x10 N I _ ROOM DECK ro �LL:HE1� OREAT DOOR TYf�ES •� Wlo� 13 1 Cy O 3 1/2" x 14 6LULAM I V m 3 1/2"x3 1/2' p PARALLAM 05T 12'-8' 2'-4" ro 15'-8" "All uBu `t Ell L�I Iol [E] n K Ll O SD m l� 0 5D 2xb CGA DJ. 1 LJI I� �� �� h J o o Y 3 1/2"x3 1/ " ® Ib"O.C. I O _ PARALLA POST Q � U V II —� LIGHT- 28% Q O � 1� � o oL_ a o BATH �. —�. `*I a VENT, 14% � 1i � x - "D v0- x /�� ��� ��� RAISED PANEL DOUBLE z' m ��` oo\_ -�✓�� SINGLE \� O O ��. ✓'" "y� :n DOUBLE < �r �' BIPOLD HINC7ED a d 2x8 GGA LEDGER —\ — HINGED E: N U BOARD FASTENED EXPANSION BOL 5 �� m 3 3 O 4 2'-O" O.G STAGG RED DBL. PJ L4 o ® � 1 p o 4 cO �'r A � � i'ORGH y, � � I � T:_T:: g:-0:: A 8: O 8:_p:: �. DN T, 'G D \ Fo (3) 2x1° GGA (3) 2x1° GGA V (3) .2 GGA (3) 2x10 GGA 6068 \ Z IO"x1o" WOOD TRIMMED ® — — _ ® l3) zxlo ccA (3) 2x10 GGA RA15ED PANEL 3068 ENTRY P05T (12 TYPU — ® DBL. STEEL DOORS SINGLE SINGLE HINGED csr' m as _� �� HINGED W/ SIDELIGHTS z m w z 8 a � u. F- p CIS W Q Foll 8'-0" T'-10° 4'-2° SINGLE c CL TWO 5LIDINB DOORS OVERHEAD BIFOLD � �li 2'-4" q0'_p" W/ TWO STATIONARY GARAGE ^� l� PANELS W/ TRAN50M 40 GIRGLE TOP UNIT ABV. DOOR � �I 44:x:: NSI O i..� FIRST F L O D R P L N HEADED? 5GHEDULE � � � SCALE: I/4"=1'-O" FIRST FLOOR: 1,247 S.F. PDE K. s2°FF ALL MATERIAL FOR WOOD FRAMING HAVE A MINIMUM fb OF P.S.I . NOMINAL LUMBER SIZE: SPANS: (2) 2x8 UP TO 4'-0" (2) 2x10 4'-0" TO 6-011 (2) 2x12 6'-011 TO 81-0" POSTS SHALL BE 4x4 (NOMINAL) �_� *NOTE: ALL SIZES GALLED OUT ON ANY OF THE FOLLOWING DRAWINGS WILL SUPERSEDE o THE SGHEDULF. w = OF 7 GONTINUOU5 RIDGE VENT N A 2x12 RIDGE uiK A- 'i 2x4 COLLAR TIES ® 4H" O.G. Q _ — — ' Y O I I \\ ti T L12i „ o -0 2 Q Vl oa 4 TYPICAL ROOF CONSTRUCTION: 240# A5PHAL5ELA1 ##FTP ' - 4" 1� , OO/ - 2ROOF RAFTERS, 611 c.c.2x8 G.J. - 1/2" GYPSUM BOARD INTERIOR FINISH Z c p Ib" aG. 0 Z — `r _ Ld L z PERGOLA BDRODM12 - 43 N > o MASTER Ld o W. .G. o I p SA 0 - 6 CONSTRUCTION: L+J w rH Q TYPICAL GEILI O r �- CEILING o o O DBL G.J -0� Q TDP OFr', ,`x - - yx'_ __ _ / r,.'x 3 _ --_- -- / NEW 2 O) KRAFT FACED W g 9O, v m ry �y^.k hnyya'>rX)�,T- ix ^'r 5GJ. ® 16" OC IS' PLATE _y- 1 (R 30) K INSULATION Q I vi Axl I, y L 1/2" GYPSUM BOARD Vl N OO �% HEIGHT m a GL � Q O sDq _ f L f J 'I C ❑ l e TYPICAL OVERHANG CONSTRUCTION: m I y o ry i r � O i7 �L—1 IILc' r� ` OVERHANG W/ NEW Ixb WOOD m Nt- V J LIGHT= 12.5 - 2x10 R.R. �� - FASCIA E NEW PERFORATED VINYL LLI V G n / O W K I6" O.G. Q �� SOFFIT W/ PREFORMED ALUM. GUTTERS 3 �O o 'o LEADERS E DOWN SPOUTS HAL 8 ROOM c, I3 Vz x 9 1/4 9 II hI _ TYPICAL FLOOR CONSTRUCTION: tl� d PAN F + I e GLULAM �� �� �� - _ FINISHED FLOORING AS PER O L w Q I 10 'r3 �� �� k 1 T _ I 3/4" T. m G. PLYWOOD 5UB-FLOOR GLUED 6 5GREWED Y Z o TO HIP FLST OG VDRAIN x v ry J L ILLI / c�a � � SCGOND � 1 � � 14" WI HO SERIES FLOOR JOISTS ® 16" O.G. �1 Z :o II _k/ 2x12 RIDGEFLOOR m OI n a OsD HALL 4 OI O — TYPICAL TERRACE CONSTRUCTION: = W Q 2x12 RIDGE _DBL. G.J. DBL. G.J. _ E? 2x8 GGA DEGK JOISTS - - - - - - - - - -- ® I'S O.G. FASTENED TO v 5R � � 2x8 GGA LEDGER BOARD n LIGHT= 24% TO HIP .A� ro - - -- - - - FASTENED PV 1/2" EXPANSION m POST I h �� �� - BOFA5 EKEID I O.G. STAGGERED L O _J` 2x10 RR 0 vENr. 12% o � TYPICAL WALL CONSTRUCTION: P m 16°or- / a r= n% s GL ' �2x60J. �� 6' D Q K�H�N k�— I�I, p�N�N6 AREA DVERPErRFEC HN"5HINCL OVER1/:2-1w U =A 13'-6' NT, 8.5% O< ,., ? b.,., g'-4" / " 15_g 161, G Z it ;v s - `� J� - - _ _" \� _- €j TOP PLATE, 2x6 6ND15 o I6 GOUG DX L j R S OU — '1 - G, (2) 2x6 Z `� 2x10 RR. L BATT) INSULATIONN,, E PLATE, GYP So. MASTER � � " r� �- O m v o y'p m I6"O.0 O FIRST 1- ��� j cE wG a O BATH o � o p FLOOR J � TYPICAL SILL CONSTRUCTION: HEIGHT SD .o I m\�8 HEIGHT \ � -t?1 � �iT_ /2 ANIHORBOLINS 3EON O PER LA 9'-O" i� TERMITE SH ELING A _ TION F � (MAXIMUM O FROM GORNERS 16" O.G. \" \ O Q > .'� r NO LESS THAN TWO (2) PER SILL) 12 - / 12 6ARAC7E � � TYPICAL FLOOR CONSTRUCTION: .••, ,�„x•, ""x•,,, 2x10 FLOOR JOIST ® WNER rrir GRADE FINISHED FLOORING AS PER O r 3/4” T. E G. PLYWOOD SUB-FLOOR GLUED 4 SGREWED p 6 rl�a CONTINUE EXTERIOR WALL w TO UNDERSIDE OF ROOF O.G I a / o e \\ 10" (R-30) KRAFT FACED BATT INSULATION •j1 O RAFTERS o TYPICAL FOUNDATION WALL: m G e TERRACE u - % LIm I I FOUNDATION WALL REINF W/ b'xIO'-9" POURED CONCRETE - �� ) ® 32" O G. EACH WAY r - - L \ J REBAR \ ON 12'k20" POURED GONG. FT'G. /2"xg" PLYW '--��\ �/� REINF. W/ (2 #5 REBAR, ON UNDIST. v RADIUS FORMED RA S (3) 2x10 GGA (3) 2x10 GGA (3) 2210 GGA U SOIL, 3-O" BELOW GRADE MIN. u (3) 2x10 GGA (3) 2x10 GGA DAMPR, 3'-0" WHERE REQUIRED TYPICAL SLAB CONSTRUCTION: %tel: A:. \��' �_ NEW 4" P.G. SLAB REINF. W/ bzb-WI.4xNI.4 W.W.M. ON 4'-2" -10" 8-0° 4 MIL VAPOR BARRIER ON WELL COMPACTED POROUS FILL ct CL CL ct CL C m Z \ 5 1/2" DIA. STEEL U G T I O N I I J� _ All LALLY COLUMN ON 2-4 40'-0" 2'-0" 24" 24"x12" P.C. FTS. 'D In J SCALE 1/411=1'-O" O in O W K O � SEGOND FLOOR PLAN G =1'-O" SECOND FLOOR: 1,169 S.F. TERRACE: 512 S.F. RooF Ro 'r- VER, _ Z m < 2x10 RR _ _ m m 16•O.C. 2x12 RIDGE U z z w a 3 x (2) 2x8 (2) 2X8 a o v o d z MA5TCR \ \ O �C BATHROOM, Filla m Sl�y� �� of o �� r , LAV LAV d K - -p 2x1oRR ° TLT suK LAV l ^� " I mea JI of Im ��' mI6 o.c. I w.i na pry D :o mI SHWR z. 2x8 RR o O sccOim FLOOR z m 2x6 R.R Q I6 O0. • Ib O.0 � s^ 2. �" 5„ z, 0�� � �T r 5 'Hx O � t—J mT L,, SIM1IK LAV z J L -- TT FIe R5T FLOOR ,,vji ELI a o TO SUFFOLK co co G lI a COUNTY [o eEFTIc srioTOF I O 4• CELLAR �- P RTI L ,4TTIG P L ?� N P PLUMBING RISER DIAOR4M Z SCALE: w 9 c 7 N ,, z SII LJs \ — PLATE 4 _ 2 12 0_ AVERA HEIGHT JI VINYL a�QV GLADLE, I % ILL, V 1 WOOD WINDOW N 12 yw?W MOD 240u ASPHALT ZC Nz4w �LN S ROOF SHINGLES TOP � b" RAKE PLATE TOP OFY°L � " PO�L � FORMED RAFTERS in c ORADIUS) VINYL GLAD wooD w1ND � I� 4" TRIM W 6" VINYL JL4 l �a�TlLC I � �IIIT�1D 1 11T� LLF�Ll 11 CORNER Posrj I I - IIS � � _ =- - r V a g 36" HIGH m SECOND VuBr ® Io . ilf - a SECOND WZEQFLOOR I IL o" sauARE COLUMN FLOOR Ymr 11 ppti Ym �7 L� J_ IIT _ °PERFECTION" CEDAR LSI N w f Wr � � 1 L��� SHINGLE SONSO5URE �� _ �I _ - �- tiISI lL � �� b° EXPOSURE Ll - °T' - i Y � _ - J '� - - -- - [ Z � aW w 1_ III CJ 4 'I�1 _ _ I i 'll W _ -� JI 171E if� '� I T�I-11J J_ �i J VINYL CLAD lIJ'J I � - III f l �I[ Ii it I r o lipIu / -- l SID 1 = r� uI_ �c w o LIIn HOOD w1NDOW I LII z w N ➢--117_ �Il J- 1_�� Ifs J II Il � I L,II ' 1 MODEL a: AFFwboe d _ - - �f II = � I - Il I I r t� � _�� - 1LT _ - Z � _- � � � � I J ��` iv III J — II IILL _ — _ I I I ❑� ❑❑ I - - � f ��� Q m n IIII r� LIII -fl - 1LI _I _ \ VINYL CLAD ° if - — 1 r -I f - -[ __ L I1- Lr W I_ ❑ 1 HOOD HINDow - '� - - T n T_ C r LI ZIl - II Lt L, f IIII III ,- I lu' I�I�I I T ,=f JI� - ILLI MODEL a: Pbo4o r � � JAI 111J', J'_ LFII r J �r.�r i�_� Jry` 30bb IN5UL.ENTRr T '1 = _ _ _ - - - - - - -r J i� TJT,]L�LIJ,JL l _ ' " "-4' DOOR W SIDELIGHTS - - - - - - T nl I Jrt IZ IJ _i- TJ iI �) IJI r _ S ELLIFrIGAL wINDOH ABV. m f J� it I -- I =�J� I 1 -T - JI J - - PAINTED CEDAR PERGOLA FIRST h - = = [ r l _ _ _ ` _ _ FIRST Y _I f - 1 _ _ I I 1 - r FLOOR � w - � -� � I I L JG�� I III p TIf�� �� FLooR _ - -VINYL GLAD WOOD WINDOW �— � - NSOM ABV. L- DOJ - I vRE COLUMN G - -nLIr L�D ILATTICE -- - M O E] IM �� b0T0 GARAGE DOOR z PR1 ��OPOSED —�I C� C� _ � ExISrING III FAINTED M.D.O. ;ow000�, RECESSED PANELS GRADE Q III r _ o a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -IT _ _ u NORTH ELEY TI ON (GLE WEST ELEV ?� TI0N APVIEW AVE ) U (GAGEN'S LANDING RD.) SCALE I/4O�I \ 12 Q 4 4 12 lob" � If AVERAGE HES ; 0 n II Izz z c m Lill J FRENORE,W/K/ SLIDING b _ U Y Ip - � f _ I DOORS Eib ABV. L b fly � � U B uZ 1 I L i ROOF CRICKET L �l I_� -I -Ll JFILJ�J l LII IJII�I1IT nrII[�T I�fl�f t-�ILJI_L_I�III JII1 p1�1_ff l��P'_�IL,IuT�II CIIIlIJI IJII LLIC aLI_J 1 i II1I�fIIT i�rTaTl IIT�JnTJam1I_1I Ll L 1JILI_71JII IlI;�IJIJ7A_°IJ-fI��IL!_L_p_]�LLX�1J-LLI-I➢u_IT J'11__L�=;lIIII I L�_o JII Pp�-J�'uII JrL lI_L 4 lJ(I'LIt�PS 11�1 � TOP oF� PLATE TJrT1l JT--L_ IJ L If�Ir--Iuf�T_r1 LIl-l IIC LLlJ�_, 4I TI I TLIIITJITlp1- fiILI I r ,_r1 9P ��roFP1Rsorf RoFsSPHALs PLATE ROOF 1 11�Lt 11 1 11 II T Er VINYL CLAD 11 11 7L WOOD WINDOW �; I- MODEL a: AW31 U I _Ifl T `S LI L, II p If1_, hS _FL-ILI b^ VINYL CORNER Posr _C - SL f - LII � U�TnJ1r z +ywo sGOHIGH RAILM6 IT11 R NSPINDLES ® b° O.G oviFLOO1Lill LE iLILL 11 , J TY_ V _ FLOORy ECONIF 10" SQUARE COLUMN ' Ti�� z TRANSOM WINDOWS „ 9 MODE n: DHoo T I I"PERFECTION" CEDAR FR _ SHI6EX5UE �IL N " EPOR 711 nI SIITnUL YI L n _ L J ��VINYL GLAD I I I HOOwmoow 1 I 1 ' Iru TRANSOM Aev. _ IL p FIRST 1 ,IIP I �FLOOR -J � I I1 ` LI II II r qO . =II � II d n Jdl I Et -T 1 T�i � l� Loop T �xFazao V OO 14" SQUARE COLUMN - O 4W � NS 0 0 GRADE ELEV. 5.0-0- GRA �� D STEEL UTILITY DOOR C~J G D \ 0 ELEV EXISTING f a R GRADE L — L - - _ - - - - -1— _ LI Q — _ - - - - - - - _ - - - - - _ - - _ - - - - - _ - - — _ - - - Amrs 50UTH ELEVATI ON � r= A5T ELEVATI ON SG E: 1/4"=1'-O" z 0 SCALE. I/4"=1'-O" r w wx OF 7 N Mar 05 04 03: 23P HAWKINS WEBBY JP.==,ER 6314730486 P. 2 13 HAWKINS WEBB JAEGER ASSOC. P.C. ENGINEERS ■ ARCHITECTS ■ SURVEYORS ■ PLANNERS ESTAR. 1872 WILLIAM L.JAEGER 11,P.E..L.S MATTHEW D.CRANE LS. JOHN D. ROSEBERY RJL MICHAEL F.MORBILLO AIA FRANCIS A. HAWKINS 1913 HERMAN P. HAWKINS 1962 CHARLES S.WEBB JR. L.S. March 5, 2004 Building Department Town of Southold Town Hall, 53095 Route 25,P.O. Box 1179 Southold, NY 11971 Attn: Pat Conklin Re: New Residence for Buglion, Located at the corner of Gagen's Landing Rd. &Clearview Ave. This letter is to inform you that the garage floor for the above referenced project is at elevation 8.0. Also, that there will be a fire separation between the garage and the remainder of the house. The garage will have 5/8 type"X"gypsum board applied to the ceiling and will have a 1 hour class"C"steel double access door with astragal. If you have any questions or would like to discuss this further then please contact me at my office at(63 1)473-1900, en.112. Thank you for your attention to this matter- ere atter_ Sin erely, o chael F. Mor - o, AIA Architectural Department Manager 200 EAST BROADWAY - PORT JEFFERSON. NY 11777 - (515)473-19W FAX (516)473-04s6 ESTABLISHED 1872 Mar 31 04 12: 54p HAWKINS WEBB JREG--R 6314730486 p• 2 HAWKJNS WEBB JAEGER ASSOC. P.C. ENGINEERS ARCHITECTS • SURVEYORS ■ PLANNERS ESTAB. 1872 WILLIAM L.JAEGER 11,P.E..L.S MATTHEW D.CRANE L.S. R JOHN D.ROSEBERY RA. MICHAEL F.MORBILLO AIA FRANCIS A. HAWKINS 1913 HERMAN P. HAWKINS 1962 CHARLES S.WEBB JR. LS. March 5, 2004 Building Department Town of Southold Town Hall, 53095 Route 25, P.O. Box 1179 Southold, NY 11971 Attn: Pat Conklin Re: New Residence for Buglion,Located at the corner of Gagen's Landing Rd. &Clearview Ave. This letter is to inform you that the slab will be above the 8.0' flood level. Also,the pressure relief openings in the basement will not be needed in tins project. If you have any questions or would like to discuss this further then please contact me at my office at (631)473-1900, ext.112. Thank you fo.-yuir attention to this matter. incerely, � Michael F. Morbillo, AIA Architectural Department Manager 200 EAST BROADWAY - PORT JEFFERSON NY 11777 - (516)473-1900 FAX(516)473-0486 ESTABLISHED 1872 WIND FRAMING NOTES pNpQIL'ING SCHEDULE FLAN CONTENTS. _ GENERAL f 4L NdTES �i) RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING_ OCCUPANCY CFA5e[ECATION R3 RESIDENTIAL 1-1/4"x 20 gauge strep shall be attached to each pair of rafters In accordance to table 34 FAIL AIL BUILDING- USE DWELLING - r When a collar be is usetl m leu of a ridge strap, the number of 1Utl common nails required JOINT DESCRIPTION CTY SPACING NOTES_ gWLDING HEIGHT _ CONSTRUCTION NOTES: in each end of the collar be need not exceed the tabulated number of 8d nails in the strap RAFTER TO 8'WALL 3-8d COMMON EACH TOTAL SG. FT. OF CONSTRUCTION TOP PLATE 10'WALL 4-8d COMMON RAFTER TOE I head framing within thisseaof intended tas documentsrs relatedle bastdesign 2). RAFTER-TO-WALL and h ar wall inn CEILINGJOIST 8-MALL 3- PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION C hent and framing details,They are tirade d as a compliance aid nota substitute Lateral framing and shear wall connections los rafter, ceiling i truss to lop plate shall be in -8 COMMON EACH DESIGN CRITERIA ODE AND TO TOP PLATE Io'WALL 4-8d COMMON .101ST TOE-NAIL -_ 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION_ MANUAL ,I generally accepted goodneralbuilding practice and compliance with current New York accordance to table S 3 When a rafter to Wss do not fall in tine with tat surds below, rafters _ __ - — Hate building codes the General Contractor is professionally stile for providing _ FRAMING ELEMENTS ON AND GENERAL NOTES _ idin siantlard or trusses shall be attached to the wall lop plate and the wall lop plate shall be attached to CEILING JOIST TO AS PER TABLE 3 7 EACH FACE _ AS PER FLOOR PLANS�ROSS SECTI ound and adetails and procedures to ensure a professionally finished,structurally [he to the wall stud with uplRl connections Roofs overhanging the rake side of the building PARALLEL RAF I'ER WFCM-SBC LAP NAIL _ EXT_ BALCONIES 60 ountl sntl a weatherproof completed Product shall be connected with uplift connections m accordance with table 3 30 CEILING.101ST LAPS AS PER TABLE 3 7 EFlCH FACF_ DECKS 1 he General Contractor is responsible for ensuring that all work and construction 3) WALL-TO-WALL ASSEMBLY OVER PARTITION WFCM-SeC LAP NAII_ 40 ATTICS w/o STORAGE 10 feels codes federal, state,county and local codes, ordinances and regulations,etc Wall studs above and studs below a floor level shall o attached with with connecbons m COLLAR TIE AS PER TABLE 3 4 EACH FACE ATTICS w/ STORAGE ]O hese codes are ao Jr.even if in v tl as pert of the specdreations for this building and accordance with table 3 3b. When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS houltl be atlhered to even if m variance with the plan studs shall be attached to a common member in the floor assembly with uplift conneclors in BLOCKING — ROOF (GROUND SNOW LOAD) 45 accordance with table 3 3 2-Od COMMON EACH TOE (LIVE LOADS PSF) TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 1 imensions shall lake precedent over soared drawings _ _ SFO RIM BOARD EACH CND ROOMS (SLEEPING) 30 )O NOT SCALE DRAWINGS) 4), WALL ASSEMBLY TO FOUNDATION' 1'O RAFTER 2-16d COMMON ROOMS NAIL STAIRS 40 First wall Studs shall be connected to the foundation,sill plate, or bottom plate with uplift L _ GAURDRAILS (ANY DIRECTION)1 The designer has not been engaged for construction supervision and assumes no connectors Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING__ 200 �sponsibibly for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry black foundations, or lapped under NAIL NAIL EXPOSURE GATAGORY_ - - instruction means, methods,techniques,sequences,or procedures, or for safely the plate and nailed m accordance with table 3 3b When steel straps are lapped under the ELA IPTION NOTES 'ecauli.ns and programs in connection with the work There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor balls Anchor boll (.ITV SPACING LOAD PATH SEE CONSTRUCTION ANDOIIND PATH CONNECTION jecric use expressed or implied in the use of these plans spacing is to be spaced and sized in accordance to table 3 2a In addrbon to Spacing, TO (ROOF-- FOUNDATION) _ _ 2-16d COMMON PER FACE NAIL _ DETAIL PAGE a GENERAL__DC FE PAGE anchor bolts are to be spaced between 6-12 Inches koro the end oI a sill plate and all E FOOT_ SBE NOTE 7 NAILING SGHEDULC- SEF GENERAL NOTE PAGE I Refer to the Window and Door schedule for exterior openings corners. S AT IONS 4- 1fitl COMMON EADI SIDE NAIL SSSEE FLOOR PLANS AND WINDOW SCHEDULE TS FACE the General Conlractoris to ensurefhal masonry.rprefabractetl fireplaces meels 5) TYPEI EXTERIOR SHEARWALL CONNECTIONS - SYM.excneds manufacture's specifications and applicable codes Type I exterior shear walls with a minimum of 7115 inch wood strctural anal on the exterior 24" FACESEE FLOOR PLANSP 2- 16d COMMONattached with Bd common nails at 6"o c at the panel edges and 12"o c in the field,and OC NAILLrNER11 OKG02DETECTORS) ��Ttie General Conlractoris to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails al 7"a c al panel TO 16"O C FACE TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION rch as bookcases, shelving, pantry, closets,trims, to edges and 10"o c in the field shall be in accordance with[he length requirements specified HEADER Lod COMMON ALONG EDGES NAIL in [able 3.15a-b - - - — - - CALCULATIONS RESC4EGK 3 5 RELEASE _ TOP OR BOTTOM 2- 15d COMMON PER2x4STUD END Wind load requirements shall be taken rola account during construction PLATE TO STUD 3- 1a,COMMON PER 2x6 STUD NAIL 6) TYPE It EXTERIOR SHEARWALL CONNECTIONS -- - —_ - FOU N DATI ON NOTES: Type II exterior shearwalls shall meet the requirements of table 3 15a-b times theappropriate BOTTOM PLATE TO length adjustment factors in table 3 16 FLOOR JOIST, BAND JOIST 2- 15d COMMON PER FACE NAIL he General Conlractpr and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING FOOT SEE NOTE 1,2 Vermrne intended heights of finished Foods)above typical grade 7) INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING. All feelings to rest on undisturbed(virgin)sod Allowable sdewall lengths provided in table 3 14 shall be permitted to be increased when —NAIL NAIL interior shearwalls are used Sheathing and connections shall be In nonchalance with JOINT DESCRIPTION NOTES WALL LEGEND _ . Provide VZ"expansion joint material and 224 l material between concrete slabs and abutting respectively CITY SPACING- - _ nrrete or masonry walls occuring in exterior or unhealed interior areas JOIST TO 4-ed COMMON PER TGE e) CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP PLATE OR GIRDER JOIST NAIL NEW WALLS L Any new concrete walls being attached In existing concrete spackle shall Header andlor girder connections shall be attached with uplift connections in accordance DRUG I NO EACH TOE EXISTING WALLS installed with roll re-bar, 18"long of 12"o c Use approved epoxy for installation with table 3 5 Window sill plates shell be have steel connectors in accordance with table TO JOIST 2 -Od COMMON 35 END NAIL WALLS TO BE REMOVED BLOCKING EACH TOE I- — — Unless otherwise noted,all slabs on grade ao wire 2500 p see Concrete to be TO JOIST 2-Bd COMMON ' wPd on 4 inch hick sand or gravel 011 with 6x6 wire mesh reinforcing Inlertor slabs 9) CATHEDRAL CEILING ASSEMBLY END NAIL be minimum 3-112 inch thick Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO EACH OF anchored on top of the beam or slope connectors shall be attached to each rafter-lofidge SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL Crawt spaces to be provided with a minimum 18"x24"access opening Install one along the open ceiling part of the building Connections to the ridge and wall shall be be p g attached with the above re LEDGER STRIP EACH FACE 16 cast iron foundation vent for every i W sq.K.of area gmremenls. 'f0 BEAM 3-16d COMMON JOIST NAIL DECK AND COVERED PORCH NOTES: o15TONLEDGER 38d COMMON PER _TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Damporoof exterior of foundation with bituminous waling as per section R406 of TO BEAM JOIST NAIL V 5 Residential Construction Cade.A 6-mil polyethylene film shall be applied over 1) Unless otherwise nosed,all framing material ID be 91 ACO pressure treated lumber GROUNO WIND SEISMIC FROST WINTER ICESHIELTF BAND JOIST 3-i6d COMMON below grade portion of exterior walls prior to backfilling All fasteners, hangers and anchors to be galmnrzed or stainless steel PER END SNOW SPEED DESIGN WEATHERING LINE fTR DECAY DESIGN UNDERLAVM _ TO JOIST _ JOIST NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRESnmmage as per section R405 of NV.S Residential Construction Code 2) Girders for deck joists to be balled to each post uvith washers and nuts. HANDJOIST TU PER TOE NAIL SILL OR TOP PLATE 2- 16d COMMON E SLIGHT TO FRAMING NOTES Girders on concrete plans shall be anchored uvrth proper steel connector s anchored FOOT SEE NOTE. 1 45 LRS. 120 O SEVERE 3 FT it NONE into concrete with ill"drax]"Ion anchor boll with ROOF SHEATHING: MODERATE _ 9 washers and nuts All framin __ _ g techniques and methods as Prescriptive design of 19955HC High Wind 31 Posts suppotliny girders shall be anchored to l2"x12"x12"chick concrete foam _ ROOF SHEAT!—ZING REQUIREMENTS FOR WIND LOA Ilion`)good Framing Construction Manual g JOINT❑ESCRIPTION QlV SPACING NOTES Use a minimum 112"ilia x 7"long anchor boll with washers and nuts Footings Shall DS': Unless otherwise noted,all framing and slmctual wood material to be N2+BTR be 3 ft below grade-Concrete piers to be used with all parches/decks with roofs or peigulas AS PER TABLES 8 J STRUCTURAL PANEL Bd NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES WFCM-SBC SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD roles Fr 4) Deck joists to have blocking at 8'0 o c _ _ CEILING_SHEAT HIND: _ 4'PERIMCTER EDGE70NE Bd COMMON@6"0C __Bd COMMON@6 OO SEE NOTE51,3 o"'Ira,walls, ceilings and rafters to be spaced at 16 inches o c unless noted 5) A minimum of 10 inch flashing shall be installed between the building and ledger NAILFLsco�, NAIL SEE NO'I ES' 1 80TH FIELC enmise JOINT DESCRIPTION NUTES INTERIOR ZONE ed COMMON @ 6"O C Sd COMMON Ledger to be fastened to building with 11'1"ilia bolls with washers and nuts OA ACING __Unless o0leiwise noted,all bearin wall headers to be 2 1x10112+ where needed GYP .0 EDGE GABLE END WALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O C. 8d COMg O' BTR Doug Fir fJerung wall heatlers to have(2)lack slutls and(2)full length studs on each side of all 6) Concrete piers shall be a minimum 6"above gratle ALLBOARD C FIELD NOTES ;rungs. LVL headers to have(3)Jack studs and (2)full length studs on each side of WALL SHEATHING: finmgs between 4'1 and 6`0 and 2xfi wall openings between 5'1nings Bearing wall window sills shall also have(2)window 511 and 8'9 Provide fire ll plates for 2x4 wall 7) All joists to be supported with hangers and anchors Each Joist shall also be anchored THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. to girders) JOINT DESCRIT IL NAIL I blocking where applicable. VSPACING NOTES1) For root sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, tVl hush beamsiheatlers to be installed wdh heav dui 8jCovered Roofs shall be assembletl and anchored the same manner as a ryprwl building STRUCTURMMON AS PER TABLE 3 9the 4 food perimeter etlge rune allachments requiretl shall be usetl y y yalvimzed hangers and -- - PANELSWFCM-SHC hotswhere applicabletoall comfecbngjoists f LVIV181NG NOl'ES 2.Tabulated 12 inch o c nail spacing assumes sheathing attachetl to miter/truss framin members wdh G>0 49. 7/16"OSB3"O C EDGE )Double up Moor joists under walls that run parallel to the floor lois[and under bathtubs. 1).All water supply,drainage and venting to be installed as per N Y S Residential PLYWOODMMON_ 6"OC FIELD For framing members with<042<G<0.49, Lie nail spacing shall be reduced to 6 inches o m as to have ceramic file installed shall be verified for proper load capacity unless noted Construction Code GYP ]" O C EDGE pias WALLBOARLERS 1U"D C FIELD 3) Tabulated 4 inch o c nail spacing assumes sheathing to rafter l loss framing members with G>T49 For 2) Verify septic system with the Engineer for Suffolk County Health Department approval. - — framing members with D 4Z<G<0 49,the nail spacing shall be reduced to 3 inches o c °rovide blocking/bridging in floorjoisls at 8'0 o c Use solid blocking m hooryam s FLOOR SHEATHING: _ a all bearing walls 3) If wall studs, plates or joists are cul out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure Verify with the JOINT DESCRIPTION DTV SPACING NOTES 'made insulation battles at cave vents between niers Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted STRUCTURAL PANELS 6"O C. EDGE WALE.. SHEATHING REQUIREMENTS FOR WIND LOADS: dad HVAC SYSTEM NOTES 8d COMMON ��. — _ 1"OR LESS �12"O C FIELD SHEAT HIND LpOATION NAIL SPACING NAIL SPACING AT INTERMEDIATE Inless otherwise Doled,all roofs and walls to have a minimum 1/2"thick,4-ply Fr - - - AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES <e>lei mr sheathing grade plywood Plywood to cover over plates and heatlers I) Mechanical subcontractor is responsible For adhearing to all applicable cotles and safety NOTES. AT - - CONSTRUCTION DETAILS 6 WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION -R NLMESER� � NOTES. RIDGE-TO RAFfERB LSTA24 APE, TO EACH PAIR_ OF RAFTERS( _ WAFTER TO WALL _ RT20RAFTE _ APPLY TO EACH RAFTER RTI5 APPLY TO EACH RAFTER NOTCHED RAFTER R TO-PLATE (USE WITH 5PTH4 CONNECTOR) RAFTER s) - - - --- - PLATE-TO WALL STUD— APPLY TO EACH WALL STUD RIDGC- — SPTH4 1 2ND. FLOOR WALL TO IST. FLOOR WALL KLFTA OR M5TA36 APPLY 1"O E4CH WALL SILO HEADER-TO-JACK Sl"UD _- LSTA12 APPLY TO EAC(-I JACK STUD If CRIPPLE STUDTO-HEADER _ RT3 OR RTI_- APPLY TO EACH CRIPPLE STUD _ SHEAR WALL HOLDDOWN ANCHOR— AD55 APPLY TO EACH SIDEWAI_L END IST. FLOOR-UNDER-SILL PLATE MSTA36 OR _316-_ WRAP UNDER DOUBLE SILL PLATE TYPICAL RIDGE TO I' FTER STRAPPING TYPICAL RIDGE BEAM"f0 RAFT'ER S_FRAPPING _ _ _ - NSE WITH 3" SQUARE= WASHERS) J USE THE FOLLOWING OR APPROVED USE METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. STAIR IREAC— �4 _ RIM HOAP,D Y - RAFTER -- - -- .- PROVIDE 1/2" SPACING STRINGER — TL BETWEEN THE END STUD AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION RAFTER - - U FOR ALLOWING l' nlur.Hoa aorT�,nrvrver.Tlury rauOarlory sia•oln nNcaoe oosT CONNECT CORNER STUD SUPPORTING limmum SPnolNc - HOLDDOWN INSTALLATION syrl�c�To ¢*/Paan cDN uecFle 3 LPUIeTOFou n - TO TRANSFER ry ATION SFF_R SHEAR ,. IOP PLATE / r� c r soler TP oL TOP PLATE -� �� .�% L'1 -FASTEN WITH (2) 16d --f�earmL srncr_oa pourvonTlory —_ SIU PLan_mR FOUNDATION) COMMON NAILS @6"O C. rcrwwL svaes Oa rowvpnnory zsrORlFs as Oc \_ WALL B WALL �� / O From Pun TDFOUNDATION - WALL STUD ], 1 �. �1III - ' I _ ELSBM r.,RADL) erOR Es ,r Oc_ J 'F-' SIDE-WALL - —ENDWALL USE WITI 13x]SQUARE WASHER5 l � -� (USP LBPS58 OR BP5B3) �, . POST TYRICAP_ RAFTER 10 WALL STUD CQNNECI ION ALTERNATIVE RAFTER TO WALL.5TUD CONNECTION SHEAR WALL CORNER CONNECTION - _ - - n P� 12"x12"x12" CONCRETE FOOTRJG , 2ND BOOR WALL STUD - L KING STUDS 2ND FLOORPLATE �'asr m Foci Na rc (Orr WOOD JOIST SUBFLOOR = -0 CRIPPLE ST UD - \i RIM BOARDS < - \ � HEADER SI DOKING WOOD JOIST .. , \> 1 ST. FLOOR TOP PLATED GIRDER/HEADER WOOD GIRDER W000 JOIEI IST FLOOR WALL STUD GIRDER TYPICAL.HEADER C_ONNECI'ION - JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIR_DER/HE_ADER C ONC RE I E P F_R - ;�� TYPICAL MULT45YORY CONNECTfONS IST. FLOOR WALL STUD 1ST. FLOOR PLATE i SUBFLOOR ' SILL GASKET 5_Mri M 4 n Es, PI k rNNOcTpnl WALLSTUD —mss WALLSTU❑ -- '? RIM BOARD BOTTOM PLATE BOTTOM PLATE �1 r ) �I,� TERMITE SHIELD BAl ITUB �- SUB FLOOR DOUBLE LOIS( �� \ -\ �: DOUBLE SIL(. PLATE DBL. 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