Loading...
HomeMy WebLinkAbout26727-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28030 Date: 10/25/01 THIS CERTIFIES that the building NEW DWELLING Location of Property: PVT RD OFF E END RD FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 3 Block 3 Lot 7.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 26, 2000 pursuant to which Building Permit No. 26727-Z dated AUGUST 18, 2000 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED PORCHES, SECOND STORY BALCONIES, AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to JOSEPH & MARGARET PAGLIARULO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0048 10/10/01 ELECTRICAL CERTIFICATE.NO. N 573129 10/16/01 PLUMBERS CERTIFICATION DATED 07/20/01 RICHARD AHMAN horiZ Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 26727 Z Date AUGUST 18, 2000 Permission is hereby granted to: JOSEPH PAGIARULO 16 BARRINGER RD DARIEN,CT 06820 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH 6 BEDROOMS, COVERED PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. at premises located at PVT RD OFF E END RD FISHERS ISLAND County Tax Map No. 473889 Section 003 Block 0003 Lot No. 007 . 002 pursuant to application dated JUNE 26, 2000 and approved by the Building Inspector. Fee $ 1,495. 00 Authorized Signature ORIGINAL Rev. 2/19/98 ' Form No. 6 f TOWN OF.SOUTHOLD • BUILDING DEPARTMENT TOWN HALL 765-1.802 L'L BLDG (;i'F; APPLICATION FOR.-CERTIFICATE OF OCCUPANCY nC1TF40FD A. This application must be filled in by typewriter OR ink and submitted 'to the building inspector with. the following: for new building or new. use: 1. Final survey of ,property with. accurate location of all buildings, property lines, streets, and unusual natural or topographic features. $. Final Approval ftom Health Dept. of water supply• and sewerage-disposal(S-9' form) , 3. Approval of electrical installation from Board bf' Fire Underwriters. . 4. Sworn statement from plumber certifying that the solder used in system contains less- than 2/10 _of 1% lead. S. Commercial building, industrial building, multiply residences and similar building and installations, a certificate of Code Complianne from architect -or engineer ' -responsible for the building. 6. Submit Planning Board'Approval of completed site plan requirements. For existing buildings (prior to April 9; 1957) non-cofiforming use or -and -pre-existing land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A-properly completed application and a.cousent 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, Additione to dwelli.pg $25.00, Alterations to dwelling $25.002 Swimming pool $25.00, Accessory building $25'.00, Additions to accessory building $25.,00. Businesses $50.00. , . . 2. Certificate.of Occupancy on Pre-existing Buildine - $160.00 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 ..� . . ....:.... . ...... . :. ...... Nov Construction.:. . ..' Old Or Pre-,existing Building. . . .. .:.. ... .... . Location of :Property..:°4S�..�r.'1�. R;d: F:fGS t one,4*.. . .. 4..... .. ..��5.�:�'�S..t�•S ' House No. Street Hamlet Oawer or. Owners of Property... . U:�r..:+:.�:'1 r�!�:. ;f ag.��`:`C�J 1.6 . .. . . .. . . . . .. . . . . . . . . . County Tax Map No 1000, Section. . .QP 3 . . . .Block. . , .J . . . ... . . . .Lot.. .7.1.R'.. . . . . . . . . Subdivision.//. ... ... ►.: . . . . . . . . . . . . ... . . . . . . . . .. .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . 3 Permit Ho�4�.70�7. . .... . . .Date Of Permit. ../���DG... . .Applicant. .TP:Gj1. � Sod � Health Dept, Approval. .. t. . .4.... . . . .. .. . . . ..�..•Un�derwriters Approval. .�y. .4l.c. . .tk�. .... . . . . . . . . . Planning Board Approval. .: . . ... . . .. . . . .. .. . . . . . Request for: Temporary Certificate. .. .. . . . . . . Final Certicate. .l�. . . . .. . Pee Sub tted: $.��.5�00. . . . .. . . . . . .. . . . . . a O'S Q ------------------ THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1235043 BUREAU OF ELECTRICITY 40 FULTON STREET, NEW YORK, NY 10038 Date OCTOBER 16,2001 Application No. on file 11776901/01 N 573129 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of JOSEPH PAGLIARULO, EAST END ROAD, FISHERS ISLAND, X'i in the following location; ® Basement ® ]st Fl. ® 2nd Fl. GAR/ 7"TIC/OUT Section Block Lot was examined on OCTOBER 03,2001 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWRCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDE3CENj FLUORESCENT OTHER AMT. I K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. N.P. 67 73 49 66 1 2 3.6 2 1.2 6 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'P1. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMr. K.W. OIL X.P. GAS N.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. N.P. NO.OF FEET AMT. WATTS 4 F 2 - 14 600 SERVICE DISCONNECT NO.OF S E R V I C E METER NO.Of CC GOND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. 1 4W 1 JW J SW S R!W PER R OF CC.COND. NO.OF NI-LEG OF NI-LEG NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: PADDLE FANS-8 AIR CONDITONERS: 1-3 TON & 1-4 TON-2 MOTORSr1-3 H.P. ,1-4 H.P. ,2-F H.P. PANELBOARDS:2-1 CIR. 60 G.F.C.I:-9 LL WALSH SERVICE LIC.#4805E P.O.BOX 325 GENERAL MANAGER FISHERS ISLAND, NY, 06390 Per This oeAMaate must not be altered in any manner,return to the office of the Board If incorrect.Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. TEL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL SOUTHOLD,N.Y. 119M SET 10 C E R T I F I C A T I O N Date 7 ZD 10t Building Permit No. 24 72-7 Z OwnerL/2�v'r-t O (please print) CL Plumber RrVVA A-" U..V . (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumber' s signature) S� n to before pe this day of 4 � Notary Public Notary Public AWL C County TMOMAA F.DOMIRTY JR, Notary Publle State of New York No.46066So ouslHieo in Suffolk Cou ty Term Expires 12131 �OSVFF�(�CO Town Hall Albert J.Krupski, President ��.� Gy 53095 Main Road James King,Vice-President C 1 P.O.Box 1179 Henry Smith W Z Southold,New York 11971 Artie Foster p Ken Poliwoda y,� ��� Telephone(516) 765-1882 Fax(516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DETERMINATION OF NON-JURISDICTION DATE: December 15, 1999 AGENT: J.M.O. Consulting APPLICANT: Joseph Pagliarulo ADDRESS: P.O. Box 447 ADDRESS: East End Road Ouogue NY 11959-0447 Fishers Island NY PHONE: 653-0607 PHONE: RE: SCTM# 3-3-7 The Southold Town Board of Trustees reviewed the survey dated and received in our office on Dec. 9. 1999 and determined that your proposal to construct a single family dwelling, sanitary system, porch. natio. pool. way, to be out of the Trustee Wetland Jurisdiction under Chapter 97. However, any activity within 75' of the Wetland line requires a permit from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK/ nwi C New York State Department of Environmental Conservation oA Division of Environmental Permits, Region One ,� Building 40-SUNY, Stony Brook, New York 11790-2356 '��, °� Phone: (631) 444-0365 - FAX: (631)444-0360 Website: www.dec.state.ny.us John P.Cahill commissioner January 27, 2000 LETTER OF NON-JURISDICTION FRESHWATER WETLANDS Mr. Joseph Pagliarulo RE: 1-4738-01337/00001 16 Barringer Rd. Pagliarulo Property Darien, CT 06820 East End Rd, Fishers Island SCTM #1000-3-3-7 Dear Mr. Pagliarulo: In response to your request for a freshwater modification for the property identified above, the New York State Department of Environmental Conservation has determined that the proposed project to construct a single-family dwelling, sanitary system, tennis court, pool, patio with fencing and limits of clearing as shown on the survey prepared by Chandler, Palmer & King dated October 15, 1999 is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the New York State Environmental Conservation Law). Additionally, the proposed relocated path as shown on the survey will not require a permit under Freshwater Wetlands provided the ground area cleared for construction of the path is limited to a maximum width of four feet and the cover material used for the footpath is limited to natural wood/bark chips, stone, gravel or sand. Please note that any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Permit Administrator MMR cc: Bureau of Habitat JMO Environmental Consulting Cu mos sooe File rr mow sK u amore Applicant/ Date Owners Name: �c r �a `� Reviewed: Architect/ Date Engineer: Ia-Gle Submitted: SCTM #: District: 1,000 Section: BlockLot Project 4 �j Subdivision Name.-- Simile ame. -----Single &, separate Required ,A} certification (Yes/No) Req 7�78'sb IZa{. d /onme Distnei JI of sac Acuial �� =A Loi arverage Proposed Req // .f t Rey / / / Req [From Yard 6o Proposed: 60 j [Side Yard / 66 Proposed I (Rear Yard 46-6C/ Proposed ) r -- or Project Description: /J/D AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. ✓ b�?ootg New York State D. E. C. t/ kms S Town Trustees Town Zoning Board approval: ✓ Town Planning Board approval: Flood Plane Elevation??? Flood Zone: ( �} 2770-� to • - - - -- ." en 6 s— 2&,-4 � � //�� 7�a o �p X •Z� 9 10 k ! ���r/Orn 1 'Fts CU LGTiti� z�,sr 2C�a�Y Pagliarulo Residence @ Fishers Island Sound Addendum Issued for Pricing, Permits and Construction,08.07.2000 Attachment to the Architectural Drawings - Sheets A.1 through-A.13 Issued For Pricing and Permits - 06.20.2000 This document with the following attachments,revisions and clarifications shall be an Addendum to the permit and pricing set described above: 1) Window Schedule,pages (1) through (8), including Room Area,Light,Vent and Egress Calculations. 2) MecCheck Calculations- (1) page. 3) Partial Revised Second Floor Plan- converting Bedroom #3 to Dressing,relocating Door#220, and deleting Door#223- (1) page. Note: Overall building height, from Finished Grade to Top of Ridge,is not to exceed 35'-0". (Height as shown approx. 31'-3" -verify actual height in field.) of NEW Y 5�Q���4 E• HOp 0�'f' ce r i i;z do E� 06� FM,o�,P.. d page lof 13 i U c Pagliarulo Residence @ Fishers Island Sound Window Schedule Attachment to the Architectural Drawings - Sheets A.1 through A.13 Issued for Pricing and Permits -06.20.2000 General Notes: Windows and Exterior Doors,to be exterior primed wood windows -w/ jamb extensions for 2x6 exterior walls -by 'Weathershield' ;w/ true divided lights (7/8" interior and exterior bars);insulating glazing;5/4 x 4 primed exterior casing; interior frames and sashes primed standard; Interior window hardware,white finish; Door hardware- handles and hinges;bright brass finish; full screens on windows,no screens on French Doors - screen finishes as follows; Awning and Casement windows;White frame,Tilt windows;to be determined. Individual units,identified as '2-wide', '3-wide',or'pair',to be factory mulled. Glazed Exterior Doors to be Tempered Glass,windows Tempered where shown. See 'Totals' section below for • true divided light spacing for each window/ door type. Locations as follows; (0_) - Basement, (1 ) - First Floor, (2_) - Second Floor. Windows & Exterior Doors note:Doors denoted with Basement 01 11-3624 Awning 02 Delete 03 11-3624 Awning 04 11-3616 Awning 05 11-3216 Awning 06 11-2016 Awning 07 11-2016 Awning 08 11-3216 Awning 01 3-0x6-8 Inswing French Door *Tempered Glass Light Total 25.2 s.f. Vent Total 11.55 s.f. pagelof 8 window schedule,coat. i Foyer 101 1-0 x 6-8 Stationary French Door Sidelight Vrempered 102 1-0 x 6-8 Stationary French Door Sidelight *Tempered 103 24 x 36 Oval-Direct Set 121 24x36 Oval Direct Set 10 3-0x6-8 Entry Door w/Full Light Leaded Glass -Coord.w/Owner Left Hinge *Tempered Room Area 203.0 s.f. Light Total 27.48 s.f. (8%=16.24) Vent Total 19.0 s.f. (4%=8.12) Kitchen / Dining Room 104 21-2054 2 wide Casement Eyebrow 107 11-24x32 Tilt *Tempered 108 11-24x32 Tilt *Tempered 109 2-6x6-8 French Inswing Exterior Right Hinge *Shown Outswing on drawings *Tempered 10 5-0x6-8 Pair French Inswing Exterior *Tempered 0 2-6x6-8 6 Panel Wood-Garage Separation-min.20 Minute Rated (*Not Included in calculations) Room Area 491.0 s.f. Total Light 65.2 s.f. (8%=39.28) Total Vent 77.5 (4% = 19.64) Garage 105 11-2816 Awning 106 11-2816 Awning Living Room • 109 11-16x32 Tilt 110 21-24x32 2-wide Tilt *Tempered page2of 8 window schedule,cont. • 111 21-24x32 2 wide Tilt *Tempered 113 11-16x32 Tilt 111 5-0x6-8 Pair French Inswing Exterior *Tempered Room Area 405 s.f. Light 76.2 s.f (8%=32.4 s.f.) Vent 63.16 s.f. (4%=16.2 s.f.) Library 112 41-20x32 4-wide Tilt 114 21-2028 2-wide Tilt Room Area 206.25 Light 51.2 s.f. (8%=16.5 s.f.) Vent 27.78 (4%=8.25 s.f.) Bath#1 . 115 21-2012 2-wide Awning Light 3.4 s.f. (8%=3.2 s.f.) Vent 2.4 s.f. +Mechanical Ventilation (4%=1.6 s.f.) Bedroom#1 116 11-16x28 Tilt 117 11-16x28 Tilt 118 11-16x28 Tilt 119 11-16x28 Tilt 120 11-2454 Casement Eyebrow Right Hinge *Egress Window Room Area 240.99 s.f. Light 33.8 s.f. (8%=19.28 s.f.) Vent 23.45 (4%=9.64 s.f.) Egress Open'g 7.86 s.f. Bedroom#2 213 21-20 3/8x50 French Casement *Egress Window page3of 8 window schedule,cont. 214 21-16 3/8x32 French Casement Room Area 195 s-f. Light 21.04 s.f. (8%=15.6 s.f.) Vent 20.6 s.f. (4%=7.8 s.f.) Egress Open'g 12.23 s.f. Dressing Room 216 21-16 3/8x32 French Casement *Egress Window 217 41-2032 4-wide Casement All Right Hinge Room Area 241 s.f. Light 24.9 s.f. (8%=19.28 s.f.) Vent 26.51 (4%=9.64 s.f.) Egress Open'g 6.07 s.f. Bedroom #4 201 11-1640 -and- 11-2444 -and- *Egress Window • 11-1640 Factory Mulled 3-wide Casements- w/continuous sill-head jamb varies (see elevation) All Right Hinge Room Area 161 s.f. Light 17.7 s.f. (8%=12.88) Vent 19.27 (4%=6.44) Egress Open'g 5.84 Bedroom#5 211 1-0 x 6-0 Custom Height Stationary French Door Sidelight *Tempered w/continuous sill-hd.jamb varies 212 1-0 x 6-0 (See 211) *Tempered 216 5-0x6-8 Pair Inswing French Doors *Egress Window/Door *Tempered Room Area 207.5 s.f. Light 25.01 s.f. (8%=16.2 s.f.) Vent 32.4 s.f. (4%=8.1 s.f.) Egress Open'g 32.4 s-f. Bedroom#6 210 21-20 3/8x50 French Casement *Egress Window 210a 4'0"w x 16"h Archtop Direct Set *Not Shown On Plan-Add page4of 8 window schedule,cont. Room Area 187.5 s.f. Light 17.9 s.f. (80/0=15.8.f.) Vent 7.11 s.f. (4%=7.5 s.f.) Egress Open'g 12.23 s.f. Master Bedroom 204 11-1212 Fixed Casement 205 11-1212 Fixed Casement 206 11-1212 Fixed Casement 207 11-28x26 Tilt 208 24x36 Oval Direct Set 209 11-28x26 Tilt 10 5-0x6-8 Pair French Inswing Exterior Door *Egress Window/Door *w/ (2) *Tempered 1-0x6-0 Custom Height Stationary French Door Sidelights*Tempered w/Continuous Sill-Head Ht.Varies Room Area 435.75 s.f. • Light 52.5 s.f. (8%=17.43 s.f.) Vent 43.14 s.f. (4%=17.43 s.f.) Egress Open'g 32.4 s.f. Bath#2 202 11-1640 Casement Left Hinge Room Area 55 s.f. Light 4.4 s.f. (8%=4.4 s.f.) Vent 4.92 s.f. (4%=2.2 s.f.) +Mechanical Ventilation Laundry Room 203 11-1640 Casement Right Hinge Room Area 55 s.f. Light 4.4 s.f. (8%=4.4 s.f.) Vent 4.92 s.f. (4%=2.2 s.f.) Bath#2 215 4'0"w x 16"h Atchtop Direct Set Room Area 36.67 s.f. Light 3.8 s.f. (8%=2.93 s.f.) Vent Mechanical (4%=1.47 s.f.) page5of 8 window schedule,cont. • Totals Awning (2) 11-3624 3 over 3 TDL 01 , 03 R.O.Y-5" x 2'-51/4" (1) 11-3616 3 over 3 TDL 04 R.O.Y-5" x 1'-91/4" (2) 11-3216 2 over 2 TDL 05 08 R.O.3'-1" x 1'-91/4" (2) 11-2016 2 over 2 TDL 06 , 07 R.O.2'-V x 1'-91/4" (2) 11-2816 2 over 2 TDL 105 , 106 R.O.2'-9" x 1'-91/4" 2-Wide Awning (1) 21-2012 2 over 2 TDL 115 Tempered R.O.4'1"x 1'-51/4" Tilt (2) 11-2402 9 over 1 107 108 R.O.2'-6 5/16" x 6'-15/8" (2) 11-1602 6 over 1 109 , 113 R.O.V-10 5/16" x 6'-15/8" (4) 11-16x28 6 over 1 116 , 117 118 , 119 R.O.V-10 5/16" x 5'-5 5/8" (2) 11-28x26 9 over 1 207 , 209 R.O.T-10 5/16" x 5'-15/8" 2-Wide Tilt (2) 21-2402 9 over 1 110 , 111 R.O.4'-115/8" x 6'-15/8" (1) 21-2028 9 over 1 114 R.O. 4'-3 5/8" X 5'-5 5/8" page6of 8 window schedule,cont. • 4-Wide Tilt (1) 41-2032 9 over 1 112 R.O. 8'-61/4"X 6'-15/8" Casement (2) 11-1640 2 wide 3 high 202 , 203 R.O.11-911 X 3'-9 3/8" 4-Wide Casement (1) 41-2032 2 wide,3 high 217 R.O. 81-1"X 3-13/8" Fixed Casement (3) 11-1212 2 over 2 TDL 204 , 205 206 R.O. 11-511 X 1'-5 3/8" Casement Eyebrow (1) 11-2454 2 wide,4 high 120 R.O.2'-S"X 41-113/8" 2-Wide Casement Eyebrow (1) 21-2054 2 wide,4 high 104 R.O.4'-1"X 41-113/8" French Casements (2) 21-20 3/8 x 50 2 wide,4 high 210 , 213 R.O.41-111 X 4'-7 3/8" (2) 21-16 3/8 x 28 2 wide,3 high 214 , 216 R.O.3'-5"X 2'-9 3/8" Special Casements (1) (2)11-2040 2 wide,3 high 201 (1) 11-2444 Single pane,no TDL (for owner supplied Leaded glass) R.O. 6'-5"X 4'-13/8" * Above units factory mulled(3-wide),w/ continuous sills,and differing heads. See elevation page7of 8 window schedule,cont. Roundtops (3) 24"w x 36"h Oval 103 121 , 208 2 wide,2 high,w/ center hub R.O.2'-V X 3'-1" (2) 4'0"h x 16"h Archtop Direct Set 215, 210a 4 wide TDL R.O.4T'X 1'-51/4" Sidelights *All sidelights to be single pane,w/ no TDL's (for owner supplied Leaded glass) (2) 1-0 x 6-8 101 , 102 R.O. V-2 5/8" X 6'-811/16" (4) 1-0 x 6-0 (72") 211 , 212 , (Door#210) R.O.V-2 5/8" X 6'011/16 Exterior Doors 1 Panel French Inswing (1) 3-0 x 6-8 Single Pane-No TDL 101 R.O.Y-2 5/8" X 6'811/16" (1) 3-0 x 6-8 2 wide,5 high 01 R.O.Y-2 5/8"X 6'-811/16" (1) 2-6 x 6-8 2 wide 5 high 109 R.O. 2'-8 5/8" X 6'-811/16" Pair French Inswing (4) 5-0 x 6-8 2 wide,5 high 110 , 111 , 210 , 216 R.O. 5'-3 7/16"X 6'-811/16" page8of 8 MECcheck COMPLIANCE REPORT I 1995 CABO Model Energy Code I Permit # I MECcheck Software Version 2.07 Release 4 I I I i Checked by/Date I I I TITLE: Single family Residence for J. Pagliarulo CITY: Patchogue STATE: New York HDD: 5489 CONSTRUCTION TYPE: Single Family DATE: 8-7-2000 PROJECT INFORMATION: Pagliarulo Residence Fishers Island Sound New York NOTES: MECcheck provided by John Russo Wishing Well Network System 203 348 5370 COMPLIANCE: PASSES Required UA = 869 Your Home = 802 7.7$ Better Than Code Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 2450 30.0 0.0 86 WALLS: Wood Frame, 16" O.C. 3900 19.0 0.0 234 GLAZING: Windows or Doors 665 0.500 333 DOORS 21 0.400 8 FLOORS: Over Unconditioned Space 575 30.0 0.0 19 FLOORS: Over Unconditioned Space 1700 11.0 0.0 122 HVAC EQUIPMENT: Furnace, 84.6 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the 1995 CABO Model Energy Code. Builder/D ig Date _. -7- Zod NEW y0 L E. HoA�'P� ` K y C� T�ir N W 1 ' j � 223 Partial Revised Second Floor Plan Scale-3/16" = P-0" 1E Of NEW f Pagliarulo Residence , @ Fishers Island Sound '`� �o pR0 E l � BOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL; 765-1802 NOTIFY:-;525C- 'P0-5Ntox a i /l CALL .203-9b$- Iti4 S Examined...gl.�:......... 20.Q4� MAIL TO: Approved..81. .........., �°:'.. Permit No. . l7at 1 ein.t. ..ct....... ... Disapproved a/c .................................. . .WPF O ......... ... .. .. . ....... ...................................................... _. (Building Inspector) 6 2000 APPLICATION FOR BUILDING PERMIT Date.:Y0.1) .7. . . . , 2000 " INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the li<milding Inspecto 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan snowing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part this application. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Su permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in Whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATICN IS HMW MMM to the Building Department for the issuance of a Building Permit pursuant to the Building Zane 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, buil ng c e, housing code, and regulations, and to admit authorized inspectors on premises and in building ssary >ifs ions. ignature of licant, or name, if a corporation .14 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plurber or bui ..........O.W.Nec/.flu;Akv,-f......................................................... . . . . . . . . ... . . . . . .. . ..... Name of owner of premises ..;TQ ee...Nt �1c Cl��>F?............................................ . . . .. . . . . . . . ... . .... (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. .O.W..../*!Rp!����.... Plumbers License No. ....r T).............. Electricians License No. T...13. ' �' ............... r Other Trade's License No. QwnGf�.b�l�q�P,.f I. Iocation of land on which proposed work will be done...F l�.l'� G(:S. ;S 0.v ..... . . .. . ... ... . . . .. .. . . ... E o,s t V Y\d iLA. .............................................................................................. .... . .... . . .. . . ....... House Number Street Han-Jet county Tax Map No. 1000 Section .....3......... Block ....3 ......... Lot .. ........ Subdivision ...................................... 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 ...110.6ci;mn,t, ;C.!1Pf............................. ...... .. ........ . .. . . h. Intemxied use and occupancy ...�.1�g.�............1. .. ................. ... . . . . . . . . . . . .. . .. . .. .. ° 1 3. Nature of work (duet}( wlridr applicable): New Building ./,,., Add ition .• Alteration Repair ............ Removal .............. Demolition ............ Other Work .................................. (Description) 4. Estimated Cost .4 0©I opo ............ fee ............................ (to be paid on filing this.application) 5. 11 dc,+el l ing, uxniuer of dwelling (units l.�a'N:;�y . Nuuber of dwelling units on each floor Ifgarage, mniuer of cars .... ................................ G. If Ixrsiness, c mnercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. Ikight ......................... Number of Stories ...... Dimensions of same structure with alterations or additions:.�Front. .. •••• Rear Depth .................... Height . Number of Stories ......... 8. Dimensions of entire new construction: Front ...�y..b�. Rear .7�,,`,...........Depth 38� Ileiglit .....`7.t. Stories ................. Number of . �. /� .... .... 9. Size of lot: Front (0 3..�.......... Rear ..r-2 „f;,,,,.. Depth 70. . �'— 1 ......... 10. Fite of Purchase ....�l:.4 9,,,,,,,,, Name of Former Owner Prl�3mv� .A.k! 11. Zone or use district in which premises are situated ..... . ................................................ 12. Does proposed construction violate any zoning law, ordinance or regulation: ..1\.Q.,,,,,,,,,,,,,,,,,, 13. Will lot be regraded .....C.C.S.......... Will excess fill be removed from premises: YES 14. Nacos of Owner of premisesoe; P �11o.rvlg...... Address }!a J5AA f 11g S-f.C!1. Phone No. >03.:R Nacre of Arch i tett f� fr.k�.�?: :!'4.............. Address �y.!�?b4dsi�e,.ayG.acstpo(� ctpl� No. u;3-zzz- 333 N,me of Contractor' .�o4.�ci�tf Palo................. Address . . > . ...Phone Ab. . 15. Is this property within 300 feet of a tidal wetland? * YES ...✓ NO , *TF YES, SOUL UD 'LlJA IRM EES PERt4 f MAY BE , .. ..•....... PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions From property lines. Give street and block number or description according to deed, and show street names and indicate Awther interior or corner lot. cT � rn•n: U� r�r�c, awry F4tA Frc.I c1 (li ...... . . . .... . . ...........moo E.....PAG.>,`.i.��.d.�Q...............being duly ern' deposes and says that he is the applicant N.'ume of individual. Signing contract) bove named, e is the ..... .. .. . . .... . d-q.TA !e- r& (Crnrtractor, agent, corporate officer,•etc.)............. .... ....... . J. said owner or omx-,rs, arxl is (July authorized to perform or have performed the said work and to make and file this pplicatior); thatal.l. statements contained in this application are true to the best of his knowledge and belief; and hat the work will. be perf.onn&l in the manner set forth in the application filed therewith. worn to before rm this ...... . . . ...(illy of. .. •20.D.a.. Notary Public ................. (Signa• of.Applicant) ....... . 71°58' 07.5" 4 1° 16' 52.5" JOINS PANEL 0036 ZONE ONE '� X m .. ZONE AE • .m - �� � w,� COCOMOUNT I abs llz (EL 11) ZONE X COVE } w ZONE XX ZONE X ZONE AE ZONE AE BASE FLOOD ELEVATIONS (EL 11) NLY LANDWARD OF 0.0 NGVD ZONE AE (EL 10) ZONE X (EL 10) ZONE AE (EL 11) PSE ZONE X FISHERS ISLAND ZONE X )f Southold 60813 ZONE AE (EL 10) ZONE X ACCESS ROAD ZONE X ZONE X ZONE X zoNE X Town of Southold 360813 ZONE AE (EL 10) ZONE AE RO POND (EL 11) — _ o ZONE X 1"aKMASURE POND 1=' 1 ZONE X ZONE AE ZONEX {EL 10) ERS ISLAND ZONE AE , ZONE' (EL 111 AE SOUNDZONE AE ZONE IEL lo) FISHERS (EL 10) X ISLAND ZONE X ZONE ZONE AE R X (EL 11) ZONE ZONE ZOW X X COASTAL BASE FLOOD ELEVATIONS APPLY ONLY LANDWARD OF 0.0 NGVD $ARLOW ZONE X m POND _ .. . , _ ., .. ."... . r :„. ;Fr- nr - ' ii` ,e'^: 9"«L _. ..... . -r � • vx ry r.. 9 .,., T A..fI '4- : r . 9' X ^rf ... �, �.. .. a. �. a x 1e . . nfi .. v,L. i f ♦ '{ gnfrv- 1 Cf'!4' Ar .Y f f sad`. ,.,, .,- . .. ry Ir . n.n i .. ,d' ,A, A T r. 'Ti 7 d _r 1 T .rl. .'I. ", J. .V ub}n e5yu .m , t I N n � i f• P r.._ r , FK... -. 1.. 'd .P e .r- v �', .� �r: \. 1, 1 r1 i .{ r ,.�� /n. s, . .. a 'i � r , , YY .. f n. , y { .� •y� ur, v ., Ss .. 4 ,.,n..' . .� � r v, ,, .,: 9 n .. - � ” -,- Y `• J� .F '4 -d..} .. i .._ . . _ • .v r r r . rT ..n r 4 t k i r 4 i,.i a �i. r .I°.. •�`', r F n � ,c t! i e � A R q �'q-' . r !CF' 1h� , . , r � r. ..., , s :FM1 :. '�""" ._ ,+. . . .. r• .'� „ ,ca I, .. : . � , . A , r. �&... . e ... ,. r . ,. 4.. •.. t t . . "tlk� r .. - . r . k Y , .1 .L, T 1T ,,.. F a ( ..e n ,_ e n .' r mue k : ..,. .i :4. k 3 .V. , � A' ., '. ,, ,. _ . ,,. G '.(' r � Jay a . , v t Ih,i L-- 1 F, md ' �' +.t ✓rr. '.r . .L !, ,,, i , .. 1. .+, I r � . A �' t 1 �, r: �tV .1. . . � .n ,. - .� ... .i^ ,�. l rip i�.:.: ... ••.- .. ..�. �� ., i, r �, ��"_ r r .0 c, . .:Y7 r. c 'r .5., :��k, :�.'•�: � d��O ,e♦ OS • 1Ho, BOJ . LOGO ,•-u n-w c ►u i w IHO COASTAL EROSION HAZARD LINE 'AS "-'" "'•0 SHEET 44 FI OF 49 o-1 /S _ ro•ml NpRT1-1 � ,FalNmao" la•• GRiO '9jl/O "-a NiOH�ROx o . S l�J exO„ O ati9 \ aryN tyro• � _ _ _ _ _ _ __ ___ i 1 � N/F- EX1617NG PATHJ/ LOCATION MAP W. McCOMB & SUSAN K. DUNWOODY / \ ' (SINGLE FAMILY RESIDENCE) / \ ' MUNICIPAL WATER & IRON PIN / 1 ON SITE SEPTIC (FND.) K(D CSO ol C, / /�4apR O NOTES 1. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT2" 2. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, CIO of DISTRICT 1000, SECTION 003, BLOCK 3, LOT 7 a / w11 qNR 3. SITE IS TO 8E SERVICED BY MUNICIPAL WATER AND ON SITE 1 SEWAGE DISPOSAL SYSTEM IN COMPLIANCE WITH THE REQUIRE- / MENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 1 I N.Y.S. D.E.C. 1 I FRESHWATER WETLAND BOUNDARY + � p�\� 4. SITE IS IN R-120 ZONE. 1 1 I AS DELINEATEDON 5/26/94 5. JRrpy�\I J/ :• 5. TOTAL AREA = 4.11 t ACRES. �qy° / �y • / /1/ 6. BASE FOR LEVELS N.G.V.D. 1929 (APPROX.) 7. SITE PLAN REFERENCE: SITE PLAN PREPARED FOR THE ESTATE OF ROGER S. FIRESTONE, BLOCK 19 LOT 1A & PORTION OF BLOCK 19 LOT 2, FISHERS ISLAND, NEW YORK, CHANDLER, ( PALMER & KING, NORWICH, CONNECTICUT, SCALE: 1"=40', DATE. ec8 13\\ \ ,,,• _„� _ - - - -_ ,,,` ` - - -_-- -_ �, _ �zx.. AUGUST 30, 1994, REVISIONS TO JAN. 3, 1997. \ S. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP y BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION ,Fla. OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE / EDUCATION LAW. 1500 GALLON9. A COPY OF THIS DOCUMENT WITHOUT A PROPER APPLICATION SEPTIC TANK — . — — N�F OF THE SURVEYOR'S EMBOSSED SEAL SHOULD BE ASSUMED y - THATCHER TO BE AN UNAUTHORIZED COPY. 10. OWNER JOSEPH PAGLIARULO 16 BARRINGER ROAD FOUNDATION cy / �N; Darien, Ct 06820 +� LOCATION 2 LIMITS OF 100 YR. BASE FLOOD °b 113/29/00 Ji "D" BOX \ v - - - - _ PER FIRM PANEL 38 OF 1026 (203)968-1445 Sys `-' POLE ' , MAP #36103CO038 G MAY 4, 1998 IRON PIPE .... — ' ( �O. LEACHINGi POLE\ (FND.) 1 EXISTING 10' �I3. '�' / POOLS \ #992 D I (10" WATER EASEMENMAIN) 1 go //�/ / G / 6+ / \ I \� i`POLE I c 54' 40' S9" � I EGENII v^ / k0 °° X #994 CD S 13'47'20" W t5r Lf) I ro i a N F NOW OR FORMERLY n / O _� � R 251.32' �? • / I WATER r \-a cP /_� .A �• . ¢ L =239.6x' ryh N 1,51 MIN. MINIMUM �,�y of I'd /j, m 1 SERVICE / / 4{�"'m. °p �1i LC 230.66' d • W 1668.40 e'''1"',i' H ti Z 1 SHUTOFF / / �o �q. ��3 ¢ / i y FND. FOUND APPROXIMATE LOCATION UNDERGROUND UTILITIES �� R= RADIUS i APPROX. APPROXIMATE - 1° O POLE\k I I / n #641 \ -� �� / / �� �Rsee —t— BUILDING SETBACK LINE •`�Us � \ 1 1 T099ULt 6 TEL BOX— ` I c 62. 56' 52' ' — FINAL LOCATION PLAN CD S 6443'06" W I c 36' 46' 50' ' q PREPARED FOR R 65.51' APPROXIMATE LOCATION CD S 04'50'15" W O �c 123.8 WATER SERVICE R 31066' 4'cs, 11' L =198.55' LC 196.15' 25' JOSEPH PAGLIARULO 34.5' 41' 32' 33' i 53' 40 20 o ao 27 GRAPHIC SCALE IN FEET BLOCK 19 -- LOT #1A & PORTION LOT #2 17 i \ FISHERS ISLAND, NEW YORK \ I _ 38,5' REVISIONS CHANDLER• PALMER de KING I \ DATE DESCRIPTION 05/11/01 ADDITIONS & REVISIONS - Architecture, Engineering and Surveying 06/25/01 ADDITIONS ++4 IlIIO,WWAY NaRww, U 011131110a4o-eeo-am Ful e•o-eee-)eo, SEPTIC TIES 07/02/01 REVISIONS DATE: OCTOBER 30, 2000 SCALE: 1" = 40' r SHEET' 1 OF 1 PA GLIARULO_FI_ASBUILT.DWG\JJM r i 1 El I V r, Will MOV 6 :opFW �S`y SirlIIIII-ILD A7- MoU NOGG It-It O-1N 17-0 COASTAL EROSION HAZARD LINE SHEET 44 Fl OF 49 PILLWill 1�2 VQ 1•-3 Xl/ - --- - - - - - - - 14 LOCATION MAP NSF E,tIslING PATH� W. McCOMB & SUSAN K. DUNWOODY (SINGLE FAMILY RESIDENCE) IRON PIN MUNICIPAL WATER ON SITE SEPTIC HFND NOTES 1825 1 COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION 'CHOCOMOUNT 2". SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, DISTRICT 1000, SECTION 003, BLOCK 3, LOT 7. of 64 lv� 3 SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL SYSTEM IN COMPLIANCE WITH THE REQUIRE MENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH I N.Y.S. D.E.C. I FRESHWATER WERAND BOUNDARY per 4 SITE IS IN R— 120 ZONE AS DEDREATIED BY R. JACOBSON, A ON 5/25/9,4 1 TOTAL AREA = 4 1 11 ACRES. 6 BASE FOR LEVELS N.G.V D 1929 (APPROX 7 SITE PLAN REFERENCE. SITE PLAN PREPARED FOR THE ESTATE OF ROGER S FIRESTONE, BLOCK 19 LOT IA & PORTION OF BLOCK 19 LOT 2, FISHERS ISLAND, NEW YORK, CHANDLER, CONNECTICUT, SCALE. 1"=40', DATE: A PALMER &. KING NORWICH, AUGUST 30. 1994, REVISIONS TO JAN 3, 1997 8 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION ,69 z OF SECTION 7209, SUB—DIVISION 2, OF THE NEW YORK STATE N EDUCATION LAW. r01N/F 9 A COPY OF THIS DOCUMENT WITHOUT A PROPER APPLICATION 11, - — - — - — - THATCHER OF THEA SURVEYOR'S EMBOSSED SEAL SHOULD BE ASSUMED TO BE UNAUTHORED COPY. 10 OWNER. JOSEPH PAGLIARULO V 16 BARRINGER ROAD LIMITS OF 100 YR. BASE FLOOD Dorien, Ct. 06820 PER FIRM PANEL 38 OF 1026 (203)968-1445 LOCATION 10/29/00 POLE MAP #36103CO038 G MAY 4. 1998 #993 IRON PIPE FOUNDATION 00. (END.) EX "ISTING 10' EASEMENT (10- WATER MAN) 'POLE I a 54' 40' 59' olp O #994 ED S 13'47'26' W WATER lR 251.32' p L -239.88' IN 291.51 Fri SERVICE LC 230.86' SHUTOFF W 1568.40 s) I :;Q 43 b 0POLE -P, > X843 ' OLE 0 #995 m TEL, BO,t POLE I a 82' 58' 52' ' #996 FINAL LOCATION PLAN ED S 64.43.06^ W R 85.51' 1 c 36' 46' 50' ' PREPARED FOR L -123." ED S 04*50'15" W LC 113.30' R 310.86' L -199.55' vs LC 196.15' JOSEPH PAGLIARULO 40 20, 0 40 GRAPHIC SCALE IN FEET BLOCK 19 -- LOT #1A & PORTION LOT #2 FISHERS ISLAND, NEW YORK REVISIONS 11) AMW CHANDLER. PALMER ac KING DATE DESCRIPTION liff OV C p I IL Architecture, Engineering and Surveying JID MI OIGLtWW. CT NNO NO-IM-=7 FM YM1�Iw-'!!01 DATE. OCTOBER !,G. 2000 SCALE. 1 40' PAGUARULO—R—ASIBLILL DWG\JJM SHEET 1 OF 1 5� R15 F HUCI IEUT II ILET 411D COASTAL EROSION HAZARD LINE � __ ourLEr ovEwnms _ n w SHEET 44 FI OF 49 RI RIBS IN:IDE -t � U-] r ll sI. I _ naenox r11-2 00 - 114 Qt .0-T T ' •„�` -11I-PETE -OPLAN ER5- mi . - S% EFF LOCAL -AS❑ I, - N RIF TO G6ADE II JPLL l Y � FIII6HCD SPADE I , IJ SCL Hxd11E _ \ , 4 3 I: q'1 t WIR MESH f NSF / 7,_ . �� � - -� ��� �F 1 LOCATION MAP W. McCOMB & SUSAN K. � xILET 1 �xT-- T_I,unET SIOVID LEyELT-{�— DUNWOODY - �DP111x 0�I51ta� �; � OWLIT y/ � -� 1, n]PHALr �EAL_ rxaR1 I �IPp.LE FAMILI F'E'_JDFI I,_Ci / _ ullfo rx - � $CIIEDULF N<0� � � 'b P.0 11jill uhLf L+4F4Lf eJ D'S A LT 'O PAL WATErl Pi IEn F'In // - 1� I LEFLECInX ILGI SIT[ =.EPIII_ IFUD — / - t '� � I AT CROSS SECTION - / 1 I I,iIF,Clr I.,TE fIL` fNlh E` ARE MEASURED FFiirLl IJS I I A.,T �IdD - 1500 GALLON oEnDETIG "UR, rR1AHeu annll STAnnN HI _ T(_1 pp 2 COMPARTMENT I � S SEPTIC TANK "ITE IS IH FHE T ;WH I ,F S'IU{H(FE,, I nllHn LF url LII DISTRICT 1001j, SEI.HOPI 5133, BUSU: 3, LOT 7 I FJT LID SCALE SITE IS TO BE SERvI(-EG BI MUNICIPAL W4TEP AIJD L)H CITE SEWAGE DISPOSAL 3fSTEM IN CnMPLIANCE WITH THE RE1=1I_,ll E- 1( ENTS CSF 1HE SUFFOLE t.OUI-ITI DEFAF'TMEFI( ITF HE4{ {H M PROPOSED PATIO / 11 — a e - d N.Y.S. D.E.C.NDa W/ FENCE / FRESHWATER WETLAND BOUNDARY a r IAS DELINEATED BY Y2R B�OBSON. JR ^ _ { SITE IS III R _0 - IE \1 m PROPOSED � 1 I' I, N � 1 ' � '� I� X �- .� ruTa{. AF f A �1 1 11 ACRE POOL - 1 1 q _ ✓ La,.Ixl , Inl, 1 �°' r- -RAPE rl :R LD �A,.rE R' _ I � ,1�• '� .---6- ���- I - - - r BA ,F FUR LL'-FL I! G '1 D I4_d fAPFRUT. 1 HID API IPE - E 4[IITS. DE.H.C_ . ';ITE F1 411 EELERENt_E SITE Pl,{ PPEPORED 11 ,R ] HE ESTATE 1 �_ 7� OF F n�EP S FIREST011E F_PLuT19 UIT I ' Q PURTIGGI GF � BL ,,I I + UlT L FISHERS IHIJD IJFaT 1 1 F'h , I,HAHDLEfi, r,uH T' J r� , i PALMER °. BIfJ� IIVRAK,H, OHPIECTI,_UT -I.ALE I -JU', DJ1E _ - • `SGS ` I,, 1 _ � _ �- _ __ '• - - - 1--- __- nLEt / L 1 U, IR9i, FEVISIi AIS TIT JAIJ i lath _ --- 11 - HHAUTHI 'FIr EO AITEFATIVPI -IE ADDITlutl 1L A SUFvLI 61AF' �tU u - _ - I - 1 YYY I BEAF'IH F LII_EIISED LLgND SHRxLiIIF SEr IS A VIULATl11Il - - I L ' _ __ - - - - _ — - - � L- - - - TCTIuH 7' I� SUB EN1I 11 III ' I;F THE IIENI ILiPI' ST TE 1C EPT rl C s O Y_- 2 f I - 6DU1_All_PI LAI^, b-rtLE PE4UIPLL v� O+ Ito (•` j N /K T Irr�ET wD_H E.c E[D', rLiPl OF TI-US GL,CUMELIT WH HOIJ7 A PRnPEF AF PLICATI TII y / FEF FII T r= THE s11F1, �j, tlLlf' EMBOSSED LEAL SH7TULCI BF A�SUMEC THATCHER TF, HF -N IIHAUTH .PFFD LnP1 � t�JS 0 ^� ° �� TYPICAL DISTRIBUTION BOX tF pG�,P If” _ F 1u 1N,t lF F' J,1_ LFN F..r LhRULF z, n_,I _ I F.+FPI IH L � L. _ I I JI�J R I' f l "I f, - _ -- - - - LIMITS OF 100 YR. BASE FLOOD U r 7, t jt,`O PER FIRM PANEL 38 OF 1026 1 L - - MAP #36103CO038 G MAY 4, 1998 IF ,II IIF'I 30— 28 EX�pEM I IFING,S __� D (t0 WATEREPRNAIN)T P I c 54. 40' 59' -- -- -26- -'. ' ,V - �N°. d'"4 0D S 13.4720" W :. .'� / low 1 \ �N 1 R =239.8 hE ° ] _ 1 I r'- — -! FUTURE E L =239.86' •i�� N 291 .51 -' y- --= r EXPSION mI �9�° �3�0 . LC 230.66' n W 1668.40 D. WAYER POL � ,' DIe A rnGer su fD� / / SE '�0O\A 18 RO1SE O POLEG18- Imul i OSED —zoN8au_ FLO SEPTIC --- O zm Yp �1+� I _zz_22-- N#9'j, ---5 SYSTEM a '�4- - m -TSL e,,,_ . TEST HOLE: LEACHING POOL [e _ CROSS SECTION -- -- - - - - q yr R ,TT ;it _,E F F L , In7r re ;EALF Pole /1 . 58' 52' R'OSIo 0D S 64.43'06" WSITE PLAN R 85.51' -1 c 36' 46' 50' _ 1 _ f F 3n dL L =12384' 0D s 04'50'15" W = ' - - PREPARED FOR LC 113.30' R 310.86'L =199.55' -4„- I4' FII]EF IIL LC 196.15' - =,I IF F. E Bi 11 I NET; ,I- IEP JOSEPH PAGLIARULO LEGEND• 1- If 1 FI . r-,I: F 1 �n EI_I F,1 ._11, 11 ;r. ,FHF �LE In rFtf BLOCK 19 -- LOT #1A & PORTION LOT #2 n I F' � �Fru_F-I FISHERS ISLAND, NEW YORK FILTf_F E°' BATA - NI_IFF F EFI H TA � F 'EH_ -; F 1 FF FI_F F - 1 I III III FE /61 TH`' M AW CHANDLER, PALMER do KING _ _ EI ,II - � � ._. q� ,��11 - LISG RD TU - E � l : _ I � '11l I 'F 110BOAWY En1in rnT 0 „ DWQ III��� { dJ rtyinj 1E .TCD .,u I �mi lJllnll .I � PFUP 1 I UTILITIES TIES �� � � „' `" .,111 i Ill �I Ir L l'Is Y I I.,11 it�J no enoeDwnr xmxa. cr cexo wo-mo-vav fna e.o-eee-gem HAI I"ILL - • F °'1 _il -1FP _ IL�r IF' R FF' / ' utl�d �t _ul .w^ : w�nPIr,p,=ol s,[.telTls 17 �U ADDITI)NS {; II{IIII , `�L FI=.�C1 LIIIE f r -_ rIj1. t re, II'e 'I OLE w' LIP h��F'C � 1 ]nnl; -1 ien� - and �.vlll ]b11a b� I sraOlutl AILD SILT FENCE BACKED .Tn1llinhs st fL,Ith Ini-rnn anJ -n the Fcrrlot ti SFLF CLEANIlF, BY HAYBALE BARRIER ti TE -1 II'LLE 1117 Tr ;CALFIrEI-T ELL:�,Iorl LATE. OCFOBER 15, 1996 PROPOSED 6 BEDROOM RESIDENCE I � u r apPLD-AIJT SCALE 1 " = a0' LVDAG rFIDWGAFAGLIAFULO-FI_SITEOWGVJJM I SHEET 1 OF 1 o � CJOV ll- os\x MaJ ,9 ,9 UGC v-a I IIS I 'JT UIIEI "ix_ - rIt! I apl lin h,-__ - _ ill' N — \l - `� � ____ 113*RO•.F �.�a9 SQ/ N PLAN T I11, ryp syph II _ ll•ff �. IIII JIE F ,Cc t - -. -F - ��.,. LOCATION MAP -__ - � N/F - _ Eut - I" uI- � TIinTT11 W. McCOMB & SUSAN K. � Il - DUNWOODY /' - -rF III .I_P F IAIL I PIs1LEI P-1_ - ,/Y _ - - • - +' s Rro It _ r-c .i� I'll I I R 1F L F r b;lr, I - 1 41E6 IF I, FVI / - - - _ _ � I r I- -•L nr J Lylr � � tFII,- IIID � - /// / / � � \ - _-- CROSS SECTION If I It i, I1-1. 111 °li ] , ! I II �`il I,I II"II ,I Ilf_ 11500 GALLON I / y y y 2 COMPARTMENT SEPTIC TANK / , 1 1 L II II-n 1 111E, `, o n dlf 1 1 L t I CISI sl ItI L 1 lr F' II I, I I LII [ lr'fv I 1, F ![it I I J11Fi �� n III 111 'I F II I, I , :r fl .l. III I'' ;.i 111 PROPOSED PATIO / ' ,,i l I, N.Y.S. D.E.C. - `* e W/ FENCE i \ l FRESHWATER wEnMD BOUNDARY ^n t It l . ` 1 AS DELINEATED �ZRR. dACOBSON. JR \ -_ / .W PROPOSED r I- ,_L I cr-1 POOL r l��^� 4° dt y 1 I� -� -- - _ __ - NI IMtF� Lr L_, : 111 . r 1I II IIII ' II a f'I I I II } I '- - ] i � _T 11_y Igl" I IIII I_L IIII f ',lik. III IlaLt 1 I y l - „I I'LE1r wf 'rvlr I _ - _ �.I II I fI I ILTL,11 {. - p l P-Fill F[' II1111 i } �I� F 111° rf DLII L' Fr, FII 1 II'_ II] ,,Ilr FFr 11,r, .I f r I ", ,- rf _-1 ` r 1111 ILILI L . I r _ (A �,I ice" I I � ---" � -_ ,0v 1.1 I 1J II, I r '. I TYPICAL DISTRIBUTION BOX VN N/F �' N `( G� ��, � �1 � ncT l . r.� 1 • III 1 II 1 , I II 1 4�, / o - - { - - THATCHER F F r nL I EXISTING 10' "+'� I3• // -- - 7 —. 1 I'1 28 SEMENT _ O f - - - (10' MATER MAIN}- �o / OO F'.�LC I c 54' 40' 59" �__{ rI (P I ;f�t'j _ 1 ,�C' p N°<u CD S 13'47'20" W 51 26- - . - z- - - RE E R ?239 .86' ,yh a N 291.51 I- F^, t 1 IXP SIGN m� gpo o /" Lc 230.66' W 1668.4-0 z I 1 I PR OS p9L - 1F _.16_1lGND. r PRO I 11 O A.� � �j G� 18--UGND. UTI ES . > " PRDPOSED �'� - , r.I e 'J -� �0- II -20-�-_ _� "'r-o15 SEPTIC / li I�° - -tUrF'Tn`Fr "-22- - nrs SYSTEM - - / It _L _ " SUFFOLK COUNTY DEFART•MENT OF HEALTH SE1 VICES 00 ?s . PERM FOR APPROVAL OF CONSTRUCTION ORA TEST HOLE: LEACHING POOL Flet` 12 pri FAMMY RUMENCE ONLY CROSS SECTION / - - - ��- �,�X,/LL1, Qc%_ H F NO. l0 -00'170�r� /--1 c 82' S8' 62" .�' -j CID S 64'43'06" W APPROVED " .'" f ,I„ „IL - HD I c 36' 46' sa" c PRFF ARCD FOR R 65 5f CD s 04'50'15" W FOR 1"XI ILrAd OF 61 - rI 'll_ _ " , I =123,84' R 310.86' F, - 4a FIHL LC 113,30' L =199.55' S$ MES TFIRELF Yi ARS brOM DATIl OF APPROVAL 4 •F" E l L� r r L it LC 196.15 4 0 ^ ;IJI"I L+ 9I DLI- JOSEPH PAGLIARULO LEGEND " F I IP I I I '_ ,P ry I EI E I JILI BI- 00< 19 - LUT #1A & PORTION lbT #2 FISHERS ISLAND, NEW 'YORK I LItF L �S Fi EAI C� - FII IAF i F -,i 111 1I ll( fl ll ' n880-3391 ER de. KING - { _^ �� CM ANE)LER, PALM - -�r--�—m I�+ll C L it t�l� r-�_ _ FF, F r I ' 11Tr_1 r'; FF I -I lli 11 11 _ �w � m u onOAuwAY 14MM a ClCi Dexo neo- FAX 1180-Ben =m, .nl "F TFfI ♦ Ff'E`,H Yv 4TEF. �J11LIhl D'� FL I�� I,lu, l . ,Ih tl - , u _ ,3, J, �l . 11 I.l Ca. , rFILL -' "'D 'I SIn IdI ..I uL- J111_� T,3, 1 ,1 .it -., 1",m „ucu_ Il uF A IT F �, SUILCJI IJh ,ETFJAr1 LIME I I sRlgl�- : Hall, I"-,r ls•I, • uw,il 11 o-b- L , ,F TIro 'ADI�IT, .. , SILT PENCE SACKED IIIIII.,II, s e T, t r I I 6c fenlIlI 'L,F I Lt rMrO, BY HAYBALE BARRIER ¢. TE,T HOLE -IiiIT ,ICT T, sCyE F 11E''Al ION '1e T I An[ I. I I'-. PROPOSED 6 BEDROOM RESIDENCE HEEI I FF I yNli',I ILVYI. ILI AF 111 a-11 _'-,JFI v'', IJId —"' `NO le-e SOV w�O le-sc S 19-m F-oxl cam' 19-IB G 11-IA Il-,B e-9 19-e lE COASTAL EROSION HAZARD LINE S 19-9" a —— "-'c SHEET 44 FI OF 49 A -"-'" F-, rmnw 1�DR1TF V o-5 VPAD � 19-3 �a-u p � \9rFp lJ3 Bo „ rlh o"� 0, xx F 701a \ - - AT LOCATION MAP N/F - - EXISTING P ) W. McCOMB & SUSAN K. DUNWOO \ (SING[ I TRI[AMVLI `.ILII Ell I !/ MUNICIPAL WAIT IF 4 RON PIN UN `.,ITC SI PITC (TND L�q�/'Roki NOTES �Mq 1p x18,25 // H/C I COORDINATE DISTANCES ARE MEASURED FROM US. COASF AND GCODETIE SURVEY TRIANGULATION STATION 'CHOCOMOUNT 2" \ 2 SIIL IS IN IIiF TOWN UI SOUIHOLD, COLI IV IY OF SUFFOLK, / I AAP DISTRICT 1000, SECTION 003, BLOCK .i, OT 7 Or e i SITE 6 TO BE SERVICED BY MUNICIPAL WATER AND ON SITF / /� SEWAGE DISPOSAL SYSTEM IN COMPLIANCE WITH THE REQUIRE— / w Y) TVA ,� MELTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH ( N.Y.S. D.E.C. ( FRESHWATER WETLAND BOUNDARY �v 4 SITF IS IN R- 120 /ONE IAS DELINEATED By R JACOBSON, JR \ / ��� yx lex ON 5/26/94 i4 ) / 5. TOTAL AREA REVISIONS: BY: 74' 6" I, 15' 6" 19' 0" 15' 0" 25' 0" 1st Floor Framing A2 j 117/8" BCI 60s SP-OSB 1,6" OCS =_ `V F 21 WOOD 1 st Floor FramingAl2 P9 11 7/8" BCI 45s SP-OSB 1st Floor Framing A3 I 16" OCS == 21 1�' 21 21 217/8" BCl 45s 16" ocs SP-OSB 3' 9" STRUCTURES " s 1�1 a 4 11 � ^ o 1 � (n 5 11 1 INCR O 1 11 15(2) m 6 r 13 l 13 1 11' 0" Q 18(2)' Al-1 A2-1 18(2) 13 1 21 IZ LL 13 Lu 1 19 jjiJ22Q1 r � JLULLIILL. 16(2) L 13=15(2) 1 Framing Schedule - Nominalized z a w H 21 1 �� 1 Mark Qty Description Length CQ,� p z 1 11 ;l 1 12 11 7/8" BCI 45s SP-OSB 19' 0" ~ =-4201 0 11 1 2 1 11 7/8" BCI 45s SP-OSB 18' 0" 11 12 38' 6" 3 6 11 7/8" BCI 45s SP-OSB 17' 0" 11 12 �i 12 4 11 11 7/8" BCI 45s SP-OSB 16' 0" rn 11�l yv >—11 12 5 1 11 7/8" BCI 45s SP-OSB 14' 0" -S aa) 3 15 2 12 6 5 11 7/8" BCI 45s SP-OSB 13' 0" z m -E- O c E 3 14 12 7 1 11 7/8" BCI 45s SP-OSB 9' 0" = = W W 314 12 21 323' 911 8 1 11 7/8" BCI 45s SP-OSB 5' 0" C7 m F m 3 21 17 2 14 12 9 1 11 7/8" BCI 45s SP-OSB 2' 0" Z m MA v 'a A2-2 ) E r- U 21 3 i- THDH412 14 12 10 5 11 7/8" BCI 60s SP-OSB 19' 0" c M to Z mo 1 14 �; l2 11 11 11 7/8" BCI 60s SP-OSB 18' 0" m r m 2 ` 14 11 12 12 15 - 11 7/8" BCI 60s SP-OSB 17' 0" O m M,2 a 3 r 14 I 12 13 5 11 7/8" BCI 605 SP-OSB 16' 0" Q w a? y ( ) ~ fU a) i:+ Y 15 2 12 14 8, 11 7/8" BCI 60s SP-OSB 14' 0" W v � 21 5�7 0 11 12-12 15 8 1 3/4" x 11 7/8" V-L 2900 19' 0" Lu t to v 0 W g 6C u, 8 21 10 21 16 4 1 3/4" x 11 7/8" V-L 2900 16' 0" a •N v m ,4" 21 21 1st Floor Framing A4 m .= o ) 9 21 10 11 7/8" BCI 60s SP-OSB 17 2 1 3/4" x 11 7/8" V-L 2900 12' 0" W m n 0) o 21 16" OCS == J E to to c 18 4 1 3/4" x 11 7/8" V-L 2900 7' 0" '2 w E to o 'r•- 'v m 7' 0" 19' 0" 15' o" 25' 0" 19 BLK 11 7/8" BCI 45s SP-OSB 13' 4" m 0 m rn 20 BLK 11 7/8" BCI 60s SP-OSB 47' 5-1/2" -B m > c 21 TLF 11 7/8" Versa-Rim 98 199' 0" B 3 0 m av in -0 o rn 66' 0" Z to — H Plan View 1/4 r' = 11-011 HANGER NOTES: USE TH035118 FOR DBL. LVL X m Z_ w TH017118 FOR BCI45'S O' 52 2000 I R. vertical load capacity. 400D pounds parfoot m O LL LL L of telticalload capacity. TH023118 FOR BCI60'S Zx 5EO BCl joist LLl ¢ O H LL blocking 4000 lb/rt. Vertical BCl joist blocking THDH412 WERE NOTED — O (n Lu oad Cap OR required for ¢ J J C) a /( + r Closure cantilexer = O LL O a U) 0 Fn Accessory Schedule uJ Qty Manufacturer Product Description 4 USP Lumber Connectors TH035118 3-1/2" X 11-7/8" Top Mount I-Joist Hanger ad Nails Q 6"O.C. (When used Tar shear 5 USP Lumber Connectors TH017118 1-3/4" X 11-7/8" Top Mount I-Joist Hanger SCALE: N.T.S. Note: require web e" and bshtreners nailing as the plywood shear schedule)depth transfer, net to bearing plata with same require 13 USP Lumber Connectors TH023118 2-5/16" X 11-7/8" Top Mount I-Joist Hanger DATE: 6/1/00 at bearings points. 2 USP Lumber Connectors THDH412 4 X 12 Heavy-Duty Truss Hanger 9 BCI Joist with Parallel Verea-Rim ed nails �s" o.c. BY: PHM N.T.S. BCI Blocking Bearing �\ t N.T.S. BCI Joist Versa-Rim / 1 CantilwarvAh Plyrvaod Rim FILE: 974127'b cf2 N.T.S. � NT.S DWG: 1 of 3 SHEET: 1 / 1 REVISIONS: BY: 74' 6" 15' 6" 19' 0" 115' 611 24' 6" W v a�D Floor Level A3 b 1117/8" BCI 60s SP-OSB (� ° .p 16" OCS == U 24 N 2u_r)I Floor Level A410 j, v_ 2uD 1 Floor Level A2 11 7/8" BCI 45s SP-OSB (a 10 11 7/8" BCI 45s SP-OSB 3' 9" U 16" OCS == 24 24 16" OCS == b b 24 10 24 3 10 23 3 3 10 p 3 J v 3 p4 10 3 m 3 23 10 - 3 3 a 10 3 11' 0" H 17(2)—' 15' -118(3) Framing Schedule - Nominalized w LL w 5 10 3 Mark Qty Description Length W w w 5 20(2)' 24 10 3 12 J W 17 2 10 r 1 2 11 7/8" BCI 45s SP-OSB 18' 0" Z Q N W H 3 10 3 25 2 2 11 7/8" BCI 45s SP-OSB 17' 0" W 0 Z 24 3 10 2P(2) 3 39 11 7/8" BCI 45s SP-OSB 16' 0" ~ 3 10 I 3 4 1 11 7/8" BCI 45s SP-OSB 15' 0" 3 i 10 17(2) 4 38' 6" 5 4 11 7/8" BCI 45s SP-OSB 14' 0" —> r-- 3 23 10 6 3 11 7/8" BCI 45s SP-OSB 13' 0" A2-1 2n1)1 Floor Level Al T 3 10 20(2)' 7 1 11 7/8" BCI 45s SP-OSB 8' 0" m = (D 10 14" BCI 90XL DF-OSB 16(2) d 17 2 16' OCS III 8 1 11 7/8" BCI 45s SP-OSB 5' 0" t ' S CM 3 11 �3 � ( ) 21 2) 3 25 9 1 117/8" BCI 45s SP-OSB 2' 0" N awi 3 11 I 23' 9" 10 21 11 7/8" BCI 60s SP-OSB 19' 0" C7 o m 3 19(2) 11 3 11 8 11 7/8" BCI 60s SP-OSB 15' 0" Z m � a N 3 � Eay � tO 24 23 4 A3-1 THDH412 11 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1212 12 16 14" BCI90XL DF-OSB 24' 0" N t N 13 13 13 2 14" BCI 90XL DF-OSB 21' 0" 0 ) P a o w CO r 11 L 11 2124 3 14 2 3 1/2" x 11 1/4" V-L 2800 10' 0" O M ya3 15 1 3 1/2" x 11 7/8" V-L 2800 9' 0" amici 4? ami 16 2 3 16 4 1 3/4" x 11 7/8" V-L 2900 19' 0" W c mC3 2q 5 23103 17 8 1 3/4" x 11 7/8" V-L 2900 16' 0" � � or 0 8 24 10 25 14 14 � c .a o (D 3 18 3 1 3/4" x 11 7/8" V-L 2900 14' 0" 0- o .S c a) �^ 2q 24 10 19 2 1 3/4" x 11 7/8" V-L 2900 12' 0" W (D .0 fn � 9 25 _J E r— 0 24 20 4 1 3/4" x 11 7/8" V-L 2900 5' 0" " :5� E ai 0 r v ca 15' 0" 25' 0" 21 2 1 3/4" x 14" V-L 2900 24' 0" m 0 rn 7 0 19, 0 22 2 1 3/4" x 14" V-L 2900 4' 0" v c 3 23 BLK 11 7/8" BCI 60s SP-OSB 42' 6-13/16" :30 Ca a % 66' 0" 24 TLF 11 7/8" Versa-Rim 98 181' 0" Z v m H 25 TLF 14" Versa-Rim 98 74' 0" Plan View 1/411 = 1 1 -0" HANGER NOTES: USE TH035118 FOR DBL.LVL HEADERS EXCEPT WERE NOTED U) O 4000 pounds per foot W m Z W ty. vertical load capacity. TH017118 FOR BCI45'S Q O d' 2 BCI' isthanller , J ' a B;Ejoists TH023118 FOR BC160S m O� LL U p � O 4000 lb/R. Vertical TH035140 FOR 14" BC190XL & LVL w 0 � LL oad Capacrty,� a J O Q w 1/ t THDH412 NOTED ON DRAWINGS = O LL O O � aoOm �E�i5P��9g Accessory Schedule w N [23 Manufacturer Product Description USP Lumber Connectors TH035118 3-1/2" X 11-7/8" Top Mount I-Joist Hanger nd 20•' depth ad Nails @ 6" O.C. (When used for shear Versa-Lem ire webstifienels transfer, nail tobeefing plate with the same LVL beam USP Lumber Connectors TH017118 1-3/4" X 11-7/8" Top Mount I-Joist Hanger SCALE: 1/4" = V-0" at bearings points. nailing as the plywood shear schedule) USP Lumber Connectors TH023118 2-5/16" X 11-7/8" Top Mount I-Joist Hanger DATE: 6/1/00 BCI Blocking Bearin 2 BCI Joist Versa-Rim NTS 3 BCI Joist wnh Parallel Versa-Rim 4 LVL Header Opening 2 USP Lumber Connectors THDH412 4 X 12 Heavy-Duty Truss Hanger 1 N. S. BY: PHM 3 USP Lumber Connectors TH035140 3-1/2" X 14" Top Mount I-Joist Hanger FILE: 974130.bcf DWG: 2 of 3 SHEET: 1 / 1 REVISIONS: BY: (D U W lei O co�V p U ® � 4 N � a Co U > � s N � 9 e CJ) M W U 0.l U 0 Z LLI WLLJ LLI LL JWd' W OZQ � w = U) m �- � oz m m a� CC aasw � RIDGE MUST BE POSTED TO LVL BELOW t t W v N U O � o � a 3(2) ZCC _ 5(2) E y CC CU) c m co a) .c � a 'o M 7(2) mao vi LD -0Q (D Y Zta) aL) 2(3) Cru 2'(3) U) o � = c Framing Schedule - Nominalized = m a wa c 5 Mark Qty Description Length a •- .2 M 6(2) HIP TO RIDGE CONNECTION BY OTHERS 6(4) E 4(2) 1 3 1 3/4" x 11 7/8" V-L 2900 12' 0" Q c E c 2 6 13/4" x 11 7/8" V-L 2900 5' 0" oo v t 3 2 1 3/4" x 18" V-L 2900 34' 0" 4 2 1 3/4" x 18" V-L 2900 32' 0" •3 ` m 5 2 1 3/4" x 18" V-L 2900 31' 0" o a` m N 1(3) 6 6 1 3/4" x 18" V-L 2900 25' 0" Z H 7 2 1 3/4" x 18" V-L 2900 18' 0" U) W W m W SPECIAL ORDER SLOPED BEAM HANGER Q�Q ZOm = � wO = aw0 � Plan View I"' O m SCALE: 1/4" = 1'-0" DATE: 6/1/00 BY: PHM FILE: 974131 .bcf DWG: 3 of 3 SHEET: 1 / 1 - le�/sE� SFT om ��a &P DO NOT PROCEED WITH FEE: q .00 �, FRAMING UNTIL SURVEY NOTIFY BUILDING DEJMRIMENT AT OF FOUNDATION LOCATION 765-1902 B AM TO 4 EM FOR THE HAS BEEN APPROVED. FOLLOWING INSPECTION& 1 FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING i PUJN IO PROVIDE SMOKE-DETECTING 3. INSULATION ALARM DEVICES 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. AS TO PART. 721.1 ALL CONSTRUCTION SHALL MEET N.Y.S BUILDING CODE. THE REQUIREMENTS OF THE N.Y. - - STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR -- DESIGN OR CONSTRUCTION ERRORS PROVIDE OPENINGS FOR la _ EMERGENCY ESCAPE AS Z REQUIRED BY PART. 714 OF Alo N.Y. STATE BUILDING CODE. 2 / AII PERMIT RE�QUIRED FOR ALARMiSYST SLARM VUNDER PROVIDE% NR. FIRE o� RATE D SEPARATION TO ' - - PARL717.3(011)OF El N.Y.STATE BUILDING CODE. USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY N copper tubing is used for water disirlbuting _ J - ;; , �:�-i -,� ;' system,piping shell be I of types K or L only UNDERWRITERS CERTIFICATE r - _ _! REQUIRED 7 � - Lam_ — PROVIDE ANTI-SCALD AND/OR UNDUMROMcEgnFUE J REQUIRED THERMAL SHOCK PREVENTING DEVICES AS TO PART. 902.6(x) N.Y.STATE BUILDING CODE. V outl2Elevation _ Scale - 3/16" = 1'-0" PLUMBER CERTIRCATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 of 1%LEAD. PLUMBING 4-4 ALL PLUMBING WASTE S WATER LINES NEED TESTING BEFORE COVERING D,E NEW AUG II 7 2000 v �s TOlnn�; ,;Soy-m lobo ��r�fib alio YIA3aH&Y -GHIMN ET W� d aGAY-FLPE LININ$ — _bIM ILAR Ta �µoHT CaABLE = EHb- 5EE RHLARbEb k�2 =SHEET q,b _ a IL 11112. n y a �lo z Ppb GEk4P _HIN61- 4-TY P, �—� _ — -- P� E ry � 'P�ou BAY ATO (0)4u6 4. SA HTILEVEREb BRANS. P. I L z -- - --I "-- -- — — - - Sro frmH blrla Hs VAPY PFR -pINAL hLDb. bRA pE - v.I,F, I I j I " I ' I , NorthElmmtiO 1 Scale - 3/16" = 1'-0" CJ PSE OF NEW Yo F ZN w I ¢' w - d N F' 5 3 li i lo� 12 � t�yy clOn r — la EEJ F] - ', �laH:H'b J#(H"6 Te- roFN I I I I I i I I I I rL i . West-Elevation „G Scale 3/1611 - 1'-0" Of NEW yoP - FQ 064399 4� ' OE _1 � a L1 J A'I I � z k� III N s � I I � I I, ' -�.�OTE; FLwR To ?bpm lz IoIt��N810 Ns pA4Eb �� L- _ - UPON A -2" FI-R. MAFWHS1- - Coo Rb, — — —_- -�- .- �W�FRANIIN(, bRAWIN6 EAbJUST IF HVX, - - w. East Elevation Scale - 3/16:' P{� 05 NEW y ryro'1 06438 ' *-4 — — a 7'I G dJl_d" ILV pl' - _- - 4•A AI'-9u _ to" TYP. d' Till � — r � fi n, I II I - --- -I ' I I I I 'rdPPrIGH rroUHbAtlewl 6 I tII Iii_ C =a _ Al - r _ I - I � = I I I I > - - -- I I _ FIs - h - pres, qT EPS bdWN I ' f_- - .-.lo_ GRA b. R,FAM FL H i I o- ✓ I ' I I 70 X211 AELoW I I�I} ` �' �+7 T^P oP 31•APo • GHVeIt - w. 6 WA R h N F A I I 4L B� R I _ • I � � ' I YRoVIb@ 2" gLEEV� LL _ .rl c o _'Pe?INA:-MEPs uP-A I UP jj -Wef.G As-Ream--rrr. �, �_BA4EtIEHT WIrIDawS - 4"X24"xlo" U PAP > I� � _ � t2n F_-7 P�ELOW. GRADE'TYP.� COLt,IMJB rA�N'� 4•G •W Ea K�, Z,•G„ 2,.6„ ��,ole �21-G„ E�,� `�q. - 2'•2" F=1o" I'.d' q''lo" T"2"__ - - -- - lye-6�� .-.�L-.�._ -' 19'•." - �..-_.._ I IC,'.a" .—._—._.,._. �,.._—, -- -' - I pF NEW YO Foundation Plan_ _ ----- Scale - 3/16" 06430' 5o=c> N 'I4'-V, N Iv-611 -4- E 2 III o Iib a e oa PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS _ - -- - — _ REQUIRED BY PART. 714 Of Covered Porch 1 N.Y. STATE BUILDING CODE. O— 'v i TW2 0 gm -Library- —_ I )intRoom Rom _ Covered Porch 2 —ALIGN — ' '' �—� ' �• �IR�p LAGF. m� .q opE�l�'6 I o- ! ISI 9 14ludroom , 6 I A, 6" 5" 5" 1 l. - -i_ - ql, Do 1 m i Io2 - l03 RF.P, . I I I• 1 I •OC I RAM14�I _, av �I -Bedroom 1 -- _Foyer 05 - Y' - Kitchen. Garage_ TiiT /\ y hovered L ( � _ wry- Xr / 1 0of Io2 94'_6, SOF NEW yo9.� � 5 Q0 a� 11 _ t II First Floor P1�n _ Scale - 3/16 - 1 -0 2s\No 064339° �� Pk S\ r . A. �- _ �ytiayH $2 ILjeA?�i�lbao¢ Itzao L111' u' 6 �• W --- Vi�i EI_LG. . � T l' SCGL T. '(HOLD partial Revised Second Floor Plan �F NEW y Scale-3/16" = 1'A" s~PG per'E Ho,,,lyg4 _ S N Pagliarulo Residence ys�d �o. 0sa3m9y �rz @ Fishers Island Sound "ROPE 10 pr_ px (I'_(pl' �I pn pu - G', p" ER 2y E¢ 3'-K" g'-5" LQ Eq 4'-W N Ecp Eq 219 212 216 211 2l0 7Jp PROVIDE,OPENINGS FOR _ EMERGENCY ESCAPE AS REQUIRED BY PART. 714 OF N.Y. STATE BUILDING CODE. Balcony 1 L _r_ - - - - - _ _ o r-- -- - i \ l Y i i � l Y � I 'lei'-p"R v \ BedroomI - -_ -/' Bedroom 5./ / - Balcony 2_ - A -Bedroom-2 \ \ :� / / I I N B th 3 I \ I 11 I , — I Wil__ 'p _1_ =o _21Y ' -��• � -_ y.�_0r b i--1,-pn �� 812 —21L �\ j I I /^\ i - r^Q � � � �- � o, N q � -�66L�ti - � ..� ' I I r �� I \ I \\ I /• I / I � M VJ " g BAth2 >° 6µ- }�� U 3�Qo }}�� d 2 J 14•d' -- -- -Master Bedroom- 3 \ yd Laundh' - - - - � Td � I _ - :� iT� i� � ®, w = 6• \21'1 / I, 2'_r.�l Mas i Bedroom4l \ ter Ba - 3T -I'�z„ -Second Floor_ Plan . I i Scale - 3/16" = 1'-U" I eel _ I _ _g_AL�FJ'L_hELOW L I I_Lit n',12 1 I / I I2,-cu ' 2'.00 I � I _BAI.ceNY SEI-o1^Y w G . 1 o N II III_m,� i 1 I �t�rt#Go-JS KitibE verlr.-rYr. _10;12 � j�I I 10;12 la i2 I i I I / �— I I/ I - SLOPE 9LorE \ N IiLO� I, 1 v / �� -79r 12 14512 v I �..; 0 m W — faacit RooF RE t-OW �- Roof Phan- - -- Scale - 3/10 = 11-01T. of WEV T 5�''P�y,6A-IE 3yOp�i'pf w 0643891 ��V - AR I� �. i Am A 102M 6 Fr, of - 3° I— I 1-- s - -I I J d I I I L i_ n [L r H PL -- - - - - - �- I Hkcr FLorR l IILJ CiAAPP. +� 1 A, 11 5 L ' I ✓ I- , I FIT I L � I �I Building Section � Scale - 1/4" = V-0" t� os New ro ��4 If 1 1 �'PF� �O064369� 4�2 - - - -- - --- --- - a N C� I J . I II IF 11 IL _ -- � m AIacH L EAVE L 'I it � � I Cb - - —_ I� — l VII -P-Oa RD —I 71" 9 \ ,�?!� , •. - _ peura�oua�.'w�� eow� - � I. I � '"� � - _ �1H1to716V{ PORcN AV-6 '� �'I � ' _ •� je 5 I �1r0H IH6 I - ci. - r'I P. SWAT-E - q - Ii_ _ -H•r6 LEAF-�aL£rT.lo, yETEE._bE?AIL4 ' 4 °91i-- '�. � --9BE-k-0w BA41Hrc Pfd'— .:.CF.6, fni{p16UKAT ICH III it GEbAR WAIH6GerfIM16 L _ rl >_ �NawH PcafRerEp' pewµ CHowH 0mHE0 @y-1Hsm� o eN ep6, I+�G 4,JAM6 tAPLF4ED ` A61N6 .-j PcEb pkACII TYP. 12"p CeL, 7 OF NEW YO PEV E. HOA - Enlarged Elevation-*Entry--Gable_End . _ _._Partial_Wall Section Entry Gable End �s o 0643 F Scale - 1/2" — 1'-0" Scale - 1/2" = 1'-0" ° PROF P 1 ' Hb- oA91H6 ��i '�%6 LAhcER TRU85 156L, F{pF. .moi - 0 PAScIA Wb. j' � . / /" h3L. RAPT-EI? C 02 / / YEbRoW 1 c' : igNbeW 9 i -ado i'AG'ab 84TT5 do I / - nErollb tHolWN - UA&N Eb _ �� , o • �O x IT41L•A - > o ea, A S1M T. rYI'. _ - - __ WALI-SW4LE - _� - =° _TVP, WALL SWALE - - =d .,\. F N bP-r a C\f -'SWA WA CCo 1 F - ak PLR. Y AEo.N b LR 8 II BE ° d I i I I Y5 I' - . FIRFSTmP `4" TVII LAHTILEvEREp �{X5 3E4M4 IE-KT, WAIL - BtlX BAY ' �PIRE�To WjXADIUSE.b FR H7 ENb �(` . _��� re --- _ - — 'EALI ?UA RAMIEL' 01, 2�6 Wu s, Ib' c / j rYP. SPHVEp D6L Lx F4N2 4B. -_ - - - G.W,6. IFSIbE r4eei 1�2" 6pp NLY. sHFAT141N* c FFb �EbAn — ISI 9I{II�61-E5 aFP 304 547URAiE,b ?YP, hKTE9.10e WALL R I FAcEb PLATT INSUL. » FELT ogrt91DE FAEE., R-M FAOEb hA'fr JG", W1IN CAVITY y GA IEg68 G paoR TRAO, - Q� AEE FRAb'I11-1l5 URAW'G: rr+^�111 ARAGE bec 5E R- B —� � ELEVATI6N _p0� doIST 91bE4 U) Partial Wall-Section Evbr wWindow 3 Partial Wall Section —15 -- - - - 4. e'wwF, 014U,6,�VEL - - -- t bEL QKa eT. 51LL --,Scale-- 2�� l�-n�' _.____-- _ - 6Eb W 6 MIL PLArlic SNTG. £ 112" 3.9, AOCf4,R. P°L'I5 .Box Bay - - _ @ qal'A d TVP. EAVE J 16/12 Reea Scales—_1/-�' =—V-_" =1— ISI cor4PA6rEb PILL I 2 ¢� - b quN PI Eu lo� {'ERIMETE W 3" _ 7YP. FTG,' 0" nlo h , - 5"T 'e" _r1�9- �xPgNsIa IJ JL f-.,�' 1 REIN PoRGE1= c°NcRETE CO G2aveL t. 3Prron - - - - AI RSRhtQ. 'F SI 0E5 2Eoo 7%I, oN UhlpIST.- Aw' W131LT 5 IREEN f SOIL - s�E azu R p- p bRes I�r_ REUArLs _L _., '. •.. �� 'L�1NhlTItY F1 ' J.Lp, - � 14NDI3rd916Ep ° o1L -'III ',q," poH6, raLAB W/foXlc WWf-, 6" (M1N) CIFAV EL 5Eb pF NEW Y U cry i _ "Secttonl4etail_ - Window liead.@ Meld Back Eave I� _ Wall_Sectian_ 1 --Typical-Exterior-Wall Section_ Scale -. 1/2" = V-1 �r ra e _� 1)Orn3er, Scale - 1/2" _ 11-011 -SLale_ P-Wl tix J'r.O °' 064399 `vim kuu9LG M2.HFTEP_ TIPICAL FACIA etAREF( _NOTE; 4PI11NG PT, eF POP evr _6`(-T&F ap WiIT ,PW 6691qC7 rr Ck o4JH- SEE PErAIL9 i, r `.�I i !.dY { -T�'P, 2-0" EAYE tiE7TH - Leoko,JT FLY , - ' AS CLb-q',b i I2 ARcN Tye. CFbAP_ 'SHIFLLE4 � I I�' x ' 3IHILA4- Ta TIP, SAVE �'.,,\ 1'YP FAv bE74IL -Excerl k i TTP, GxreR 10 - E � Io�l2 PteF � 1'=o" h. PRop Ecleu �I ' --9NIHCLEb 9WALE 6F'6Hb - 14, OHT, A. r _�JiHtboW A4 6HOWH - WE : 4PFIg6 PnHT oc - - .II? 0 PETE0.MIWE.b P,Y TOP _bF WIH OPW C491N6 y° CWECIFIEv EAVE_hEP741 i_Ay-9HeWH =fit nICATL-TYP,- FAvE e I' _FP-EHCH beoRs- a EE Scl{E araLE '[URRF7 WALL (AI-ICH W) _Ab5A4tNT 4t4oV EAVES. SEE: / "ELgVATIoN%) CL4o Top 6p EAVP AOJA-MHT' EooF AhSAceHrl°jI2 AMP I ' .`PAIL,E.bAVEI N/� con-IL tiGYbN EEYoHa TEbU.MIN ATe �I.ASHING @ WIHOoW OHLY AL-IVN fZA'4IH6 car 114 Pac,clA ��— M SHOW>J - rEE b.ETA0.4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_, -�W A0 �HOWH GCPPEA SLOPEb GL6, 6EYONn CeNTIHUoU% - 4LopE rLAAH1416 OH Ix CAP J. i � G woes Ou'KI146 Ce FITINUog3 Cb pPEk' 1x� CA41H6 .JIEIJ 3RAHE Qoo PI Nr, >?I - - _I iI4W6 off PLY, 4d RArwH& - K S19A P,F toff 9k" TZ 6 Y aq = 04cpE FLco0. To 514" r 5/A" COVE .ENT. GRA aE PLY, $H EATIa_INb �WAU 4WALE I j, ,!',! JVPLAIH PIPE TH - 'IxB, CAP- g-EE pLaµFVK aAnws 2)LAIEp FRAMIF� . a w/ WAIHSOeTrIH6 (. yS -yEli'FaRApTen PeFAIH Hap'µ IbE 6p Jo gTS , - SEE MTRUO MAI I ORW". fieR - - jj� (,� gItF.44 GeBFIG�R•4TIDN - %Copp' PECK 6OPPoHEH_TD gLGFPER-f + . SWA b - To TIP A . 'oC P'IELb PI E=, Coe I- ,IH P b � R DETAILS _TIP, W. - ' 4xb wood iS EAMS B) - W/ R4 awls f pbNT - _-FH b. CA HTILEVEKEb 1.F. �I ' Fpo:�l' FI-ooa FR4MIMG I 1YP 12'IO dowmN -Partial Wall Section_P V3/ �_Turret_ �12 Partial Wall Section — Partial_Wall-Section_Q_Balc_ony_ Scale - 1/2" = 1'-0" —- larifer_�+/order_._ Scale - 1/2" = 1'-A" cale_- 1/2'• = 1t Ofl - , „�_, 11: , .alr.,N' •q III P1E OF NEW �o S�4�Pgl. E. Npp�'Pf f N W n y, � 2 'y�F0 do 064399. �rV DRQ SI pV Pagharulo Residence @ Fishers Island_Sound Drawings by 1WrM1LM&swma.W6M_ 8T _ _ 20&M7I333 12 to i� N= C-4AbE VEh ceb4rc -6hFING L�3 - 5" Eu `4 k ATH- Z 5PAC F6 9Nf-ATN WG • $p I6. SArU RAi Eb -PELT uHbERLAYMENT to - i �• 5/2," flY- al-1 IMAS,HE. LATH TY? RXT WALT. _ _ > xLI RR•IN6• AGp EWEb /!( o M,1°n1d'S_LATAI NAILER RT.IACENT l0�12 i2asF / ' _ - �� $,VvHb A 16N EAV69 2x4's NAILEb To 116"_Aon ?LY. 5HEATH16 • Aa aNbwN 9AFrER TAIIs �I _CPRKEk IHro, 9Lxx'6 ANG LEU H5 SHAWN _f NAILM9 5-j�fkED _.. I� MIN AlEapgcE r� K(, cEP 30° �E 9EE bETA IL _Jo1e kaF FASCIA rYv, $o FACET WATT - v IN9UL, '6ET WEEH - BLeCKrN_b - - - - - r FoR t/P, WA4.L� RnoF ✓T `, FAF•rERS - tYP. IX ��I - JQIPCEb - . 2xlo RAFrEkS (V621FY _!R II �Zxt} - - 20' �A _zo° - -W1 40RU6r, W'e. Tm �— 6�m" PFF �PRIH6 PT',•�V�12 �-o PE� =1K6 FALSE 'FA401A = - - �6rcIN Eb oVf•It TUP f� _A.bJAEFNt FACIA-�v 2x ENb do15T -gkOFr ;,er 90° _ _ \ \\\p�Jll-T 4P sNIr GLk- �_ J44& F. oFF - RT,IGA,I: �IoTE ; EAVE� 3PRIN6 'PT. eP d2bbF LRIP .l k_n FgCEb EATi IHsUI.. co. OF lol 12 IzooF MYoNb - ALIGN A3 541oWN --GJ " x4 GEngµ 2Xs 'gALlacH F2AME' - qlN 9cett INS '��� Fw,L WALLS VlI '�2" cbx PLY. - 5/4" T(aIM�£A. iii 024EA74Wb AEb C>A4R eF 5 SAV F_ _�. ro 4.4 SHEATH '6 'False_Eaye'�_WA all-Swale_*Turret _IAA 1,v _ATH �_- T_ypieal_Eave -1Q / 12-Ro�---- - - .. H - _ -- Scale - 1 = 1'-p„ AILRp Scale - 1" = P-0'" 6/v, obx pLYW b. - ,. ,. ➢up-VEh IWTb gLOCR6 - CeNTINUeUq 12IhGE VF NT ^\ -NAI -mL SckEW'b 3H 141116oHTl HcJAU4 � l-Ap4Eb .�IIfaAFT F Iz (\f`V•'1IIfJ1 �IY3 �LOGM-�6 Ic �' �CepVER 'Iu6E _�IPPEb Ix3 -�XAE- Ail M�I�.AIR3PAGE JZH°PET 2x� - 21/2" SeLlb CROWN / I 3/4' PLWvo_- ALIGd xc P-AKF Eb, _ _ —-- -- ",W/SQ BFI.eofL - ," -'L'(E_"-OMLIb LROW N LoC, bF %z"N4 -I:,Iaa.of AR-0 H@ _�lAIN50oiiIHG�o 6 ' yl2 G48LF. EHb- - _ -.IXG-tFF-W - PILIEfiE _ �'I ,wpmf r9 o(I ' f,EE WAYL g5Ec710 NS �-Lbb KeuT-/ FLY IZA775ke- (2x(o) � 7_*126 oH-MASM'S 0�E WALL. - I, - ibl6L. To? ATN 4iICs OHC � I - _ ✓ALi N'bS �. n� -_ VAo.lE4- OE.E WALL ^ ' I o+Ec710 N5 � ELBv'S $ate Typical_Rake Detail na Gable End of NEW r9 — Scale - In = V-0,, — Scale V = l"A" �tiP PE E. tic, 'F Tj pv. a 1 Swale_ _ r 2 Scale - 1° o V-OnsF osass 4 O'0B� E aNP� A3_I'