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rte`, �OsUEfOL or` Town of Southold 5/14/2022 a y� , P.O.Box 1179 cz 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43070 Date: 5/14/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 8100 Indian Neck Ln.,Peconic SCTM#: 473889 Sec/Block/Lot: 86.-7-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/25/2018 pursuant to which Building Permit No. 45102 dated 8/13/2020 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: additions and alterations, including new foundation with unfinished basement, covered entry, deck and attached storage shed,to existing single family dwelling as applied for per ZBA#6792,dated 11/20/2014 and De Minimus Determination dated 9/15/2017. The certificate is issued to 8100 Indian Neck LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0218 10/8/2020 ELECTRICAL CERTIFICATE NO. 45102 10/21/2020 PLUMBERS CERTIFICATION DATED 8/13/2020 AlIPckts Kst Plumbin&i Heating ut o iz Signature TOWN OF SOUTHOLD co ay BUILDING DEPARTMENT y z N TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45102 Date: 8/13/2020 Permission is hereby granted to: 8100 Indian Neck LLC C/O Jan Nicholson 419 E 50th St New York, NY 10022 To: Construct additions and alterations (including new foundation) to existing single-family dwelling as applied for per Trustees, SCHD & ZBA approvals. Replaced BP#42379. At premises located at: 8100 Indian Neck Ln., Peconic SCTM #473889 Sec/Block/Lot# 86.-7-9 Pursuant to application dated 8/13/2020 and approved by the Building Inspector. To expire on 2/12/2022. Fees: PERMIT RENEWAL $305.60 Total: $305.60 Building Inspector spff Wit TOWN OF SOUTHOLD BUILDING DEPARTMENT o TOWN CLERK'S OFFICE o�.• SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42379 Date: 2/14/2018 Permission is hereby granted to: 8100 Indian Neck LLC C/O Jan Nicholson 419 E 50th St New York, NY 10022 To: construct additions and alterations (including new foundation) to existing single-family dwelling as applied for per Trustees, SCHD &ZBA approvals. At premises located at: 8100 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-7-9 Pursuant to application dated 1/25/2018 and approved by the Building.Inspector. To expire on 8/16/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $561.20 CO -ADDITION TO DWELLING $50.00 Total: $611.20 Buil ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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 0 Date. New Construction: Old or I I Pre-existing Building: (check one) Location of Property: 0 (0 I n CC 1� cdc M A Cpm House No. lnSttreeft,, l Hamlet Owner or Owners of Property: tri _n_ uffolk County Tax Map No 1000, Section $� Block Lot Q� Subdivision Filed Map. Lot: Permit No. q25 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: Apd �U App icant Signature OF SO(/j�ol Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinO-town.southold.ny.us Southold,NY 11971-0959 oly00U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 8100 Indian Neck LLC Address: 8100 Indian Neck Ln city:Peconic st: NY zip: 11958 Building Permit* 45102 Section: 86 Block: 7 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Surrey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 31 Ceiling Fixtures 2$ Bath Exhaust Fan 2 Service 3 ph Hot Water GaSx2 GFCI Recpt 6 Wall Fixtures 12 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO cj Transformer Step Lights 1 Dryer Recpttl Emergency Fixtures Time Clocks Disconnect Switches 2$ LED Exit Fixtures Pump Other Equipment: Hood, Cooktop, Fridge, Freezer, Oven, DW, W/D, Central Vac Notes: Complete House Renovation fInspector Signature: C Date: October 21, 2020 S.Devlin-Cert Electrical Compliance Form.xis SQ(/T�O Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • 0 Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. b 7,7 Owner: iytfl lSovn (Please print) Plumber: flPD A6 Qa9+ P�u ry►�j r,o,a, `'"� . (Please print) �— I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu ers Signature) Sworn to before me this �J? day of , 20 ZO SUSAN A.RIZZO N Nrb, RI6183459 York 04aIl4d In Suffolk County a�rnission Expires March 17,20W- ?� Notary Public, l� 0e County �arF SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPECTION [/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING f REMARKS: d1 Whjo,44n d �T►ri Q4-.Mz-,/ �njrgv- Nov (Jnia, - 2��j s-tw"ifcm d DATE INSPECTOR S0 TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA KS: DATE INSPECTOR Li01 OE SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING -REMARKS: C> DATE 8 INSPECTOR Qok oF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ [ ] INSULATION Z"7 ( ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ($ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c J� DATE INSPECTOR ���`" SO//Th°� # TOWN OF SOUTHOLD BUILDING DEPT. ^ouuv 765-1802 IN*SPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Q DATE INSPECTOR Dc hO�aOF SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: NA V :�4�4 �1 - 0 cp# DATE INSPECTO I)J ✓I O� app SOOT - - --- - ------ # # TOWN OF SOUTHOLD BUILDING DEPT. couum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1 LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [' ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE - KS: n c7ft tact AewY Tvv� UNTL _4v ov� 1 DATE INSPECTOR o��OF 50UlyOl 157/02, �/ l vV f! �A - * # TOWN- OF SOUTHOLD BUILDING DEPT. Comm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION NPREc/O----qo,,� REMARKS: DATEC'/ INSPECTOR ,�� OF SO//l�o TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 . , ., ,,INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ `] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: l mol J> DATE oII16 L;o>oINSPECTOR „� ^ 1 ' i � j.� ��'. F � � �; _._ i f t ,� I i � � E 1 _ � I �.7 L ,��; `�. � � � I ; ' � _ �' � � ` i�� � . �� � -.� � � _ , , � , 4 .. _ - _ .. - -- ..\a � _` _ l _� sof,."d-/ �', ' 'yr”," �."'.. _ \ ., M , .� �' �� • �, -- _7 ' �� �. � ; .. V` r i �.+ ` `^� E; TM �i -� �. fi r � '.� i � �� � � i �� i +s'' 1 � �1, - �' 'A � �� �� � ( L' , '1�1 , ��' � �' � h' ,^ � t. 1 ,�_ e 1 s F.I- � ' I � � � y '�r1: ` <. -d h+ :� i � 'i. .. ��— � � � ( i�r" L. � .{ � � ��� ', 4 � .. � II � I 1��4 � , ) � .� a :� �. "``,. �• , — ; � , »� e :. '� . 1+� �r �J .. Poo iodic Akc�, Lj� { 51*1 E) &31 q76 1 a 7 � g EVALUATION Most • • Accepted and Trusted EvaluationL Innovation • • ESR-1659 ICC :11 (562),699-G543 . �' 1' 1 reportThis r renewal 04/2020. quill DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION SECTION:07 2100—THERMAL INSULATION SECTION:07 22 00—ROOF AND DECK INSULATION SECTION:07 25 00—WATER-RESISTIVE BARRIERS/WEATHER BARRIERS j SECTION:07 27 00—AIR BARRIERS I >l � REPORT HOLDER: Q � ' I FE6 1 2019 THE DOW CHEMICAL COMPANY `~ 1501 LARKIN CENTER DRIVE OF MIDLAND, MICHIGAN 48674 i TOWN EVALUATION SUBJECT: THERMAXTm INSULATION BOARDS:THERMAXT"° SHEATHING; THERMAX"' LIGHT DUTY; THERMAXI HEAVY DUTY;THERMAX` HEAVY DUTY PLUS;THERMAX"" METAL BUILDING; THERMAX T11 WHITE FINISH; THERMAXTI d EXTERIOR INSULATION AND THERMAX XARMORT' (d) EXTERIOR INSULATION i )cc PINGLrrED "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC)Award In.Excellence" A Subsidiary of 113?101% ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation or its Ilse. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. peU ' Copyright®2018 ICC Evaluation Service,LLC. All rights reserved. know Most Widely E Accepted ICC-ES Evaluation Report ESR-1659 Reissued April 2018 This report is subject to renewal April 2020. www.1cc-es.orcl 1 (800)423-6687 i (562)699-0643 A Subsidiary of the International Code Council' i DIVISION:07 00 00—THERMAL AND MOISTURE 1.2 Evaluation to the following green code(s) and/or PROTECTION standards: Section:07 21 00—Thermal Insulation ■ 2016 California Green Building Standards Code Section:07 22 00—Roof and Deck'Insulation (CALGreen),Title 24, Part 11 Section:07 25 00—Water-Resistive Barriers/Weather Barriers ■ 2015 and 2012 International Green Construction Code® Section:07 27 00—Air Barriers (IgCC) ■ 2014 and 2011 ANSIIASHRAE/USGBC/IES Standard REPORT HOLDER: 189.1—Standard for the Design of High-Performance THE DOW CHEMICAL COMPANY Green Buildings, Except Low-Rise Residential Buildings 1501 LARKIN CENTER DRIVE ■ 2015, 2012 and 2008 ICC 700 National Green Building MIDLAND,MICHIGAN 48674 Standard-(ICC 700-2015, ICC 700-2012 and ICC 700- (866)583-2683 2008) www.dowbuildinamaterials.com Attributes verified: EVALUATION SUBJECT: ■ See Section 2.0 2.0 USES THERMAXTM INSULATION BOARDS:THERMAXT"t THERMAXTM insulation boards [Sheathing, Light Duty, SHEATHING;THERMAXTM LIGHT DUTY;THERMAXT"" Heavy Duty, Heavy Duty Plus, Metal Building, White HEAVY DUTY;THERMAXrm HEAVY DUTY PLUS; Finish cl Exterior and XARMORTm (cl)] are used as THERMAXw METAL BUILDING;THERMAXTb WHITE FINISH;THERMAXm cl EXTERIOR INSULATION AND eons aura!thermal insulating materials. THERMAX XARMORT+" (c!)EXTERIOR INSULATION a insulation boards may be used hied oiwutut a thermal arrier within or on interior or exterior walls, floor and 7.0 EVALUATION SCOPE ceiling assemblies, and also in attics and crawl spaces 1.1 Compliance with the following codes: without a thermal or ignition barrier..The boards may also be used at the perimeter of concrete slab on-grade and on s 2015, 2012, 2009 and 2006 International Building the interior side of basement foundation walls. Code®(IBC) The�`H i2MAX-i -insulation 6i3ardsirnny"be used on the ■ 2015, 2012, 2009 and 2006 International Residential exterior face of exterior walls of any type of construction. Code®(IRC) When used in exterior walls in Types I, ll, 111, IV ■ 2015, 2012, 2009 and 2006 International Energy construction, construction must be in accordance with Section 4.3. Conservation Codee(IECC) Under the IRC,the insulation boards maybe used as air- ■ 2013 Abu Dhabi Intemational Building Code(ADIBC)t impermeable insulation under 2015 and 2012 IRC Section tThe ADIBC Is based on the 2009 IBC.2009 IBC code sections referenced R806.5 (2009 and 2006 IRC Section R806.4), when in this report are the some sections In the ADIBC. installed in acco rdance'with Sections 3.6 and 4.4. Properties evaluated: The boards may be used as'an alternative to the water- ■ Physical properties resistive barrier specified in IBC Section 1403,2 and IRC Section R703.2 when installed in accordance with i tie Surface-buming characteristics Section 4.2. ■ Water vapor transmission The boards, when installed in accordance with Sections ■ Air permeability 3.6 and 4.4, may be used as an, air barrier to limit air infiltration in accordance with 2015 IECC Sections ■ Attic and crawl space installation C402.5.1 and R402.4[(2012 IECC Sections C402.4.1 and ■ Thermal resistance R402.4 (2009 and 2006 (ECC Sections 402.4.1 and 502.4.3)], ■ Water-resistive barrier The attributes of the THERMAXTM insulation boards used ■ Exterior walls in Types 1 through IV construction as an alternate water-resistive barrier and/or air barrier 1CC-ESEvaleattar Reports are not to be construed as representing aesthetics or any other attributes not spec$cally addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation far Its nese.Mere is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other neuter to this report,or as to any product covered by the report. Copyright®2018 ICC Evaluation service,LLC. All rights reserved. Page 107 I� I t ESR-1659 I Most 14ridelyAccepted and Trusted Page 2 of 7 have been verified as conforming to the provisions of (i) manufacturer's published installation instructions must be CALGreen Section 5.407.1 for water-resistive barriers and available on the jobsite at all times during installation, Section A4.407.5 for air barriers; (ii)2015 and 2012 igCC 4.1.1 Application: THERMAXTm insulation boards, at a Section 605.1.2.1 for air barriers; (iii)2014 ASHRAE 189.1 maximum thickness of 41/4 inches(108 mm), may be used Section 7.3.1.1 and 2011 ASHRAE 189.1 Section 7.4.2.9 as nonstructural insulating material without a thermal for air barriers; (iv) ICC 700-2015 Section 602.1.8, barrier on any or all surfaces (wall or floor/ceiling 11.602.1.8 and 12.6.602.1.8; (v) ICC 700-2012 Section assembly) in any type of structure. For exterior wall 602.1.8, 11.602.1.8 and 12.5.602.1.8; and (vi) ICC 700- applications, the Insulation boards must be attached with 2008 Section 602.9 for water-resistive barriers. Note that fasteners spaced a maximum of 16 inches (406 mm) on decisions on compliance for those areas rest with the user center in the field and 12 inches(305 mm)on center on the of this report. The user is advised of the project-specific perimeter. For cementitious exterior wall coating provisions that may be contingent upon meeting specific applications, fasteners for insulation boards thicker than conditions, and the verification of those conditions is 1 /2 inches (38 mm) must be considered for lateral outside the scope of this report.These codes or standards resistance to ensure support for the exterior wall coatings. often provide supplemental information as guidance. For interior applications, the insulation boards must be 3.0 DESCRIPTION attached with fasteners spaced a maximum of 24 inches 3.1 THERMAXym Insulation Boards: (610 mm) on center along the width of the board and a maximum of 48 inches (1219 mm) on center along the THERMAX'rm insulation boards have a polyisocyanurate length of the board. foam plastic core material reinforced with a glass fiber mat, I bonded on both sides to aluminum facers having a The wall covering must be structurally adequate to resist minimum nominal thickness of 0.9 mil (0.02 mm). The transverse loads.All walls must be braced in accordance boards are available in various lengths and widths and with 2015 IBC Section 2308.6 (2012, 2009 and 2006 IBC in thicknesses between 1i2 inch and 41/4 inches (12.7 and Sections 2308.9.3 and 2308.12.4)or IRC Section R602.10, 108 mm). The boards are classified as Type I, Class 2, as applicable. materials in accordance with ASTM C1289. 4.1.2 Attics and Crawl Spaces: Where THERMAXT11 3.2 WEATHERMATET11 Construction Tape and insulation boards are installed in an attic and crawl space Flashing Tape: without the prescriptive ignition barrier required by IBC WEATHERMATETM Construction Tape is nominally Section 2603.4.1.6 and 2015,2012 and 2009 IRC Sections { R316.5.3 and 8316.5.4 f/e inches (73 mm)wide and is used in conjunction with IRC Sections 8314.5.3 and THERMAXTM brand insulation boards to seal joints 8314.5.4),the following conditions ions apply: between two or more edges of the boards, when the a. Attic ventilation is provided when required by IBC insulation boards are used as a water-resistive barrier. section 1203.2 or IRC Section R806, except when WEATHERMATETM Flashing Tape,with a minimum 4-inch air-impermeable insulation is permitted in unvented (102 mm) width, is used in conjunction with THERMAXTM attics in accordance with Section 1203.3 of the 2015 brand insulation boards to seal joints between the boards IBC.and Section 8806.5 of the 2015 and 2012 IRC and any openings, when the Insulation boards are used (Section 8806.4 of the 2009 and 2006 IRC). as a water-resistive barrier. The installation-.must be as b. Under-floor(crawl space)ventilation is provided when described in-Sect'oni 4,2. �� required by 2015 IBC Section 1203.4 (2012, 2009 3.3 SurFace-burning Characteristics: and 2006 IBC Section 1203.3)or IRC Section R408.1, THERMAXm insulation boards have a flame-spread index as applicable. of 25 or less and a smoke-developed index of 450 or less Combustion air is provided in accordance with IMC when tested in accordance with UL 723/ASTM E84 at a (International Mechanical Code®)Section 701. maximum thickness of 4114 Inches(108 mm). 4.2 Water-resistive Barrier: Thermal Resistance,R-values: The insulation boards"have'thermal-resistance-(.R,46lu'e)at THERMinsulation boards may be used as an a mean temperature of 75°F(24°C)as shown in Table 1. alternativvee t to the water-resistive barrier requirements prescribed In IBC Section 1404.2 and IRC Section 8703.2, 3.5 Vapor Retarder: when installed on exterior walls as described in this At a minimum thickness of 112 inch (12.7 mm), the section. Insulation boards have a vapor permeance of less than The insulation boards are installed horizontally or 0.1 perm [5.7x10"12 kg/(Pa-s-m2)] when tested in vertically with edge joints in contact with one another.The accordance with ASTM E96 (desiccant method) insulation boards must be installed directly on framing (Procedure A),and qualify as a Class i vapor retarder. members spaced a maximum of 24 inches (610 mm) on 3.6 Air Permeability: center. The insulation boards must be attached with 1 fasteners spaced a maximum of 16 inches (406 mm) on At a minimum thickness of /2 inch (12.7 mm), the center in the field and 12 inches(305 mm)on center on the insulation boards are considered air-impermeable in perimeter. accordance with 2015 IBC Section 1203.3 and Section R808.5 of the 2015 and 2012 IRC (Section R606.4 of the When the insulation boards are attached to steel studs, 2009.and 2006 IRC), based on testing in accordance with the boards must be attached with screws with plastic caps ASTM E283. or washers; long enough to' penetrate the framing a 4.0 INSTALLATION minimum of 0.45 inch(11.4 mm). 4.1 General: When the insulation boards are attached to wood studs, the boards must be mechanically attached using nails, The insulation boards must be installed in accordance with screws or staples. The fasteners must be long enough to The Dow Chemical Company published installation penetrate the framing members a minimum of 3/4 inch instructions, the applicable code and this report. The (19 mm). i r } ESR-1659 I Most Widely Accepted and Trusted Page 3 of 7 I The horizontal and vertical seams and joints of the 5.6 Use of insulation in areas where the probability of insulation boards must be covered with minimum termite infestation Is "very heavy" must be in 2184nch-wide (73 mm) WEATHERMATETm Construction accordance with 2015, 2009 and 2006 iBC Section Tape or minimum 4-inch-wide (102 mm) 2603.8 (2012 IBC Section 2603.9), 2015, 2012 and WEATHERMATET"^Flashing Tape. 2009 IRC Section R318.4, or 2006 IRC Section Flashing of penetration items must be in accordance with R320.5, as applicable. In these areas, the insulation the manufacturer's published Installation instructions. must not be installed on the exterior of the foundation Penetrations in exterior walls must be sealed with Dow walls or below floor slabs on grade or in contact with GREAT STUFF'm Gaps & Cracks sealant ESR-1961 , soil. Also, in these areas, there must be a clearance equivalent expanding foam sealant or an elastomeric of sealant.See Figures 1 through 3. 6 inches (152 mm) or greater between the foam plastic insulation and exposed earth. Co Exterior Walls of Types I, ll, II! and N 5.6 When the insulation boards are used on exterior walls Construction: of buildings of Type I,II, III or IV,construction must be 4.3.1 General:When used on exterior walls of Type I, II, as described in Section 4.3. III and IV construction, the assembly must comply with 5,7 THERMAXT"' insulation boards are manufactured by Section 2603.5 of the IBC and this section, and the The Dow Chemical Company, under a quality-control insulation boards must be installed at a maximum thickness of 414 inches(108 mm).The potential heat of the program with inspections by ICC-ES. THERMAXTM insulation boards is 1971 btu/f?(22.4 MJ/m2) 6.0 EVIDENCE SUBMITTED per inch of thickness when tested in accordance with 6,1 Data in accordance with the ICC-ES Acceptance NFPA 259. Criteria for Foam Plastic Insulation (AC12), dated 4.3.2 Specific Wall Assemblies: Wall assemblies June 2015(editorially revised May 2016). i complying with Section 4.3 must be as described in Tables 6.2 Data in accordance with the ICC-ES Acceptance 2 and 3. Criteria for Foam Plastic Sheathing Panels Used as 4.4 Air Barrier: Water-resistive Barriers(AC71),dated February 2003 When used as an air barrier material,the insulation boards (editorially revised January 2016). must be installed in accordance with The Dow Chemical 6.3 Reports of air leakage tests in accordance with ASTM Company's installation instructions and this report. E283. 5.0 CONDITIONS OF USE 6.4 Reports of water vapor transmission tests in The THERMAXM insulation boards described in this report accordance with ASTM E96. comply with, or are suitable alternatives to what is 6.5 Reports of room comer fire tests in accordance with specified in,those codes listed in Section 1.0 of this report, UL 1715 and NFPA 286. subject to the following conditions: 6.6 Reports of fire tests in accordance with NFPA 259. 5.1 Installation must comply with this report, the 6.7 Reports of fire propagation characteristics tests in I manufacturer's published installation instructions and accordance with NFPA 285. 1 the applicable code.In the event of a conflict between the manufacturer's published installation instructions 6.8 Engineering analysis addressing use of alternative and this report,this report governs. ignition barriers for use with NFPA 285-tested assemblies. 5.2 Use of the insulation boards to resist structural loads 7.0 IDENTIFICATION is outside the scope of this report The walls must be braced in accordance with the requirements of the The THERMAXTM insulation boards described in this report applicable code. are identified by a label on the board or packaging material 5.3 The insulation boards must not be used as a nailing bearing the manufacturer's name (The Dow Chemical base for exterior siding materials.All nailing must be Company), the plant code or address, the product name, into the wall framing as required by the siding and the evaluation report number(ESR-1659); except for manufacturer's instructions or the applicable code. those products that are used in Type I, 11, III and IV construction, which must always have the above-noted 6.4 Jobsite certification and labeling of the insulation must information printed on the boards. comply with 2015 IRC Section N1101.10, 2012 IRC Section N1101.12, 2009 or 2006 IRC Section 1101.4 WEATHERMATEM Construction Tape and and 2015 or 2012 IECC Sections C303.1,R303.1 and WEATHERMATE rm Flashing Tape are identified with the R401.3, 2009 IECC Sections 303.1 and 401.3 or product names. 2006 IECC Sections 102.1.1 and 102.1.1.1, as applicable. TABLE 1-THERMAL RESISTANCE(R-VALUES) THICKNESS(inches) R-VALUE f (°Rft'.h/Stu at 76°F MEAN TEMPERATURE) 1.0 6.5 2.0 13.0 4'/4 26 j For Si:1 inch=25.4 mm;1°F.f?.h/Btu=0.176 K.m2ft j r i I ESR-1659 f Most lid*Accepted and Trusted Page 4 of 7 TABLE 2--NFPA 285 COMPLYING WALL ASSEMBLIES FOR MAXIMUM 4.25-INCH-THICK THERMAXTm INSULATION BOARD Base Wall System—Use either 1, 1—Concrete Wall 2,3 or 4 2—Concrete Masonry Wall 3—Standard Clay Brick Wali 4—Steel Studs(minimum 3 5/e"deep,minimum 20-gauge,maximum 24-inch OC,lateral bracing every 4 ft.vertically)with one of the following installed on the interior face side of the stud wall: a. 1 layer or'/2"ors/s'Type X gypsum wallboard(interior face) b. W.R Grace's Monokote Z-3306,34"thick minimum,installed over: 1. Cavity Insulation Item 2 or ii. THERMAXn',any thickness up to 4,25 inches c. International Cellulose Corporation's Ure-K thermal barrier system—1.25 Inches minimum Installed over:I.Cavity Insulation Item 2 or;li.Dow THERMAXm,any thickness i d. Specialty Products,Inc,Flame Seal-TBT'"coating applied at 25 mils wet thickness (18 mils dry,65 elgal)over Cavity Insulation Item 2 �. e. International Fireproof Technology,Inc.DC 315 applied at 18 wet mils thickness over 4 dry mils of primer over Cavity Insulation Item 2 Floorline Firestopping 4 lb/ft'Mineral Wool in each stud cavity and at each floodine.Mineral wool to be attached with Z-clips or equivalent(see Figure 4) Cavity Insulation—Use either 1, 1—None 2,3 or a combination of 2 and 3 2—Full stud depth or less thickness of Dow STYROFOAMT"^Spray Polyurethane Foam CM2030, CM2045 or CM2060 ESR-2670.Use exterior sheathing as substrate to.apply onto and cover the width of the cavity including inside the stud flange 3—Fiberglass batt insulation(faced or unfaced)complying with the applicable code Exterior Sheathing—Use either 1, 1—None 2 or 3 2-1 inch thick,exterior type gypsum sheathing complying with the applicable code 3—5/e-inch thick,exterior type gypsum sheathing complying with the applicable code Water-resisfive Barrier Applied to 1—None Exterior Sheathing—Use 1 or 2 2—Any of the following: a. WEATHERMATE7°d-Dow Chemical(ESR-2862) b. WE4THERMATET^"Plus—Dow Chemical(ESR-3401) c. TyveO CommercislWrae-DuPont ESR-2375) d. Backstop®NT—Dryvit e. BarritechT"°VP—Carlisle f. AIR-SHIELD-rm LMP(black only)—W.R.Meadows g. Green Guard®Max Building Wrap—Pactiv h. Perm-A-Barrie'®VPS—W.R.Grace 1 'Note:All barriers to be installed in accordance with manufacturer's installation instructions,the applicable ICC-ES evaluation report and the applicable code Exterior Insulation—Use 1,2,3 1—None.Exterior Sheathing MUST be Item 2 or 3 as specified under exterior sheathings above i or 4 2—Dow THERMAXT14 Insulation Board(Thickness:6/,Inch minimum,4.25-Inch maximum) 3-Dow STYROFOAMTM Spray Polyurethane CM2030,CM2045 or CM2060(Thickness: 3.54nch Maximum)In accordance with ESR-2670 4—Combination of (THERMAXT"'Insulation Board)and 3(STYROFOAMTM Spray Polyurethane CM2030,CM2045 or CM2060).The combined thickness of 2 and 3 do NOT exceed 4.25-inches Water-resistive Barrier Applied to 1—None Exterior Insulation—Use 1,2 or 3 2—WEATHERMATETM-Dow Chemical(ESR-28621 3—WEATHERMATEW Plus—Dow Chemical(ESR-34011 Flashing Flash all exterior insulation joints and veneer tie penetrations with one of the following: 1—Dow WEATHERMATET1'Flashing—Maximum 4-inch wide 2—Asphalt or Butyl-based flashing tape—Maximum 4-inch wide(HAMA 71 or]CC-ES AC148 complying) i Optional:Spray primer to aid in adhesion of either 1 or 2 applied at a maximum of 5-Inches wide i Exterior Veneer—Use 1,2,3,4, 1—Brick.Use standard nominal 4-inch thick,clay brick.Use standard brick veneer anchors installed 5 or 6 vertically on each stud at a maximum of 24-Inch o.c.creating a 2-Inch maximum air gap between the exterior insulation and brick 2—Stucco'.Minimum'/4-inch thick,exterior cement plaster and lath.An optional secondary water- resistive barrier can be installed between the exterior Insulation and the lath.The secondary water- resistive barrier must not be full-coverage asphalt or butyl-based self-adhered membranes 3—Limestone—Minimum 2-inch thick installed using any standard non-open-joint installation technique such as ship-lap 4—Natural Stone Veneer—Minimum 2-inch thick Installed using any standard non-openjoint installation technique such as ship-lap 5—Cast Artificial Stone complying with ICC-ES AC51—Minimum i'/7-inch thick installed using any standard non-open-joint installation technique such as ship-lap 6—Terracotta Cladding—Minimum 11/4-inch thick Installed using any standard non-open joint installation technique such as ship-lap For SI:1 inch=25.4 mm. 'Cladding fasteners must penetrate through the foam plastic into wood or steel framing and the system must be designed to handle cladding load and wind load,per applicable code. II 2Fasteners used for securing the terracotta cladding must penetrate through the foam plastic into wood or steel framing and the system must be designed to handle cladding load and wind load,per applicable code. ESR-9659 [ Most Widely Accepted and Trusted Page 5 of 7 TABLE 3—NFPA 285 COMPLYING WALL ASSEMBLIES FOR MAXIMUM 3-INCH-THICK THERMAXTM INSULATION BOARD Base Wall System–Use either 1, 1–Concrete Wall 2,3 or 4 2–Concrete Masonry Wall 3–Standard Clay Brick Wall f 4–Steel Studs(minimum 351x"deep,minimum 20-gage,Maximum 24-inch o.c.,lateral bracing every 4 ft.vertically)with one of the following installed on the interior face side of the stud wall: a. 1 layer or 1/2"or S/e"Type X gypsum wallboard(Interior face) b. W.R Grace's Monokote Z-3306,34%thick minimum,Installed Over: j I. Cavity Insulation Item 2 or ii. THERMAXTM,any thickness c. Intemational Cellulose Corporation's Ure-K thermal barrier system–1.25 inches minimum Installed over: 1.Cavity Insulation Item 2 or,ii.Dow THERMAXTM,any thickness d. Specialty Products,Inc.Flame Seal-TBTM coating applied at 25 mils wet thickness (18 mils dry,65 ff/gal)over Cavity Insulation Item 2 e. International Fireproof Technology,Inc.DC 315 applied at 18 wet mils thickness over I 4 dry mils of primer over Cavity Insulation Item 2 Floorline Firestopping 4 Ib/ft3 Mineral Wool in each stud cavity and at each floodine.Mineral wool to be attached with Z-clips or equivalent(see Figure 4) Cavity Insulation–Use either 1,2, 1–None 3 or a combination of 2 and 3 2–Full stud depth or less thickness of Dow STYROFOAMTM Spray Polyurethane Foam CM2030, CM2045 or CM2060(ESR-26701.Use exterior sheathing as substrate to apply onto and cover the width of the cavity including inside the stud flange 3–Fiberglass batt Insulation(faced or unfaced)complying with the applicable code Exterior Sheathing–Use either 1, 1–None 2 or 3 2–'/2-Inch thick,exterior type gypsum sheathing complying with the applicable code 3–'is-inch thick,exterior type gypsum sheathing complying with the applicable code Water-Resistive Barrier Applled to 1–None j Exterior Sheathing–Use 1 or 2 2–Any of the following: i a. WEATHERMATETM-Dow Chemical ESR-2862 b. WEATHERMATETTM Plus–Dow Chemical(ESR-3401) c. Tyveko CommercialWrapo-DuPontES( 8-2375) d. Backstop®NT–Dryvit e. BarritechTM VP–Carlisle f. AIR-SHIELDTM LMP(black only)–W.R.Meadows g. Green Guardo Max Building Wrap–Pactiv h. Perm-A-Barrierm VPS–W.R.Grace *Note:All barriers to be installed at recommended application rates per manufacturer's installation instructions Exterior Insulation–Use 1 or 2 1–None.Exterior Sheathing must be Item 2 or 3 as specified under exterior sheathings above 2–Dow THERMAXTM Insulation Board(Thickness: 518-inch Minimum,3-inch Maximum) Flashing Flash all exterior insulation joints and veneer tie penetrations with one of the following: 1–Dow WEATHERMATETM Flashing–Maximum 4-Inch wide 2–Asphalt or Butyl-based flashing tape–Maximum 4-inch wide Optional:Spray primer to aid in adhesion of either 1 or 2 applied at a maximum of 5-inches wide Exterior Veneer–Use 1,2,3 or 4 1–Metal Composite Material System.Use any Metal Composite Material system that has been successfully tested by the panel manufacturer via NFPA 285 test method.Installed using standard Installation techniques.Evidence of testing in accordance with NFPA 285 and/or an ICC-ES report must be submitted to the code official 2 Terracotta Cladding–Minimum 1'14-inch thick installed using standard installation techniques 3–Metal Exterior Wall Coverings–Including but not limited to steel,aluminum and copper installed using standard installation techniques 4•–Cement Board Siding–Installation in accordance with siding manufacturer installation instructions or an ICC-ES evaluation report for the siding product 5–StoneLite®wall panels by Stone Panels(ESR_15001 For SI:1 inch=25.4 mm. i 'Fasteners used for securing the terracotta cladding must penetrate through the foam plastic into wood or steel framing and the system must be designed to handle cladding load and wind load,per applicable code. I I I I I _ .ally' ��Js^��� �. �_ � c- �.. a if`�..� x•s `.�,.� �.- e. v 1 Nl EF F .. i� - -mv-,{I Y RE t .:1, r t �.. .- - - 1• 1 y a e a U -Yw vl 5v mgi ,�}M�' zl.r} �' rc t�P:'rL*wa •'-} }kx {c AIN e - I !'. y i �•sy- ' q'�c 0�r,� yc'L 1� 4,LC'ri: t /w-Y :€ yl i -1 ~ o r 1' spa r d 3m s 'x cs� I� Lrt cx n z t'' '`x J 44������ t�i��i �tl1i �'" q .c �."�m`#(, �d�l�'Rrm°s"�1mt� �r Y+ 4t "Y�t•�,.'�'atr �v�'`�'I ,3'�r�'`�Y{S' +{�'�a� �'�^" �,L ''�fc.t 3 `, ORsZ, L> , i ,�'v. ,tom r�!•��$�',�'� �.�`�,'�' �}E+�°�`''4}'��� ...+i� i.� �.�: / '"s'Is' �m`ter c•"r� p c'k 301, cel- ri.r � 1 e I I Lei I 1 'ui S S v i4 rk.��1 1L Sys .�,�� S�s�� ?hr,q,'Ck���yy����"r :p�.Y".k",`z�•'.y i I """��y*+��"yye.� I MS's - 1 • ESR-1659 Most WidelyAccepted.and Trusted Page 7 of 7 Y. ,Spm bryuretE'.w0i ;If1tkiy. Mdileet, FlcabC '.mf4tr it woof jr! lifei _...._. h00KIM,lilt 4of-V skieatb1bg'; FIGURE 4—FIRESTOPPING DETAIL AT FLOOR LINES FOR TYPES I—IV CONSTRUCTION i s t f I i • s f s i i' i , i TABLE 1: INSTALLATION BETTER METHOD THERM A, Tm SHEATHING I Figure 4 shows a better method to - -m :Nw ° a GOOD METHOD Install THERMAXTM Sheathing. w- -'a= = -� Figure 3 shows a good method to 0.5 I 3.3 0.75 install THERMAXTM Sheathing. FIGURE 4 E I 5.0 1.0 6.5 1.5 I 9.8 FIGURE 3 2.0 13.0 ® <u tr •:- (1)R means resistance to heat Dow.The higher the R-value,the greater the insulating power. (2)R-value determined by ASTM C518. ®QD (Contact your Dow Seller or Technical Service Group for Information at af(arent R-vakies) ; CUTTING 7 . There are two ways to cut THERMAXTM Sheathing,One way is to use a straight edge and a utility knife,making sure to cut all the way through thelfabackfin is i Make sure the 1.Apply a compatible construction- surface backing is safe to out on.Or, THERMAXTM Sheathing may be cut grade adhesive or ENERBONDTM with a small)handsaw.See Figures 1. Install furring strips(nailers), Professional Foam Adhesive 2a and 2b.Safety precautions the same thickness as the from Dow to the wall,following should be tiken with either method THERMAXTm Sheathing being manufacturer instructions.Adhere Installed,to the top and bottom of THERMAXTm Sheathing directly;. the wall. to the wall to temporarily secure it' FIGURE 2A until furring is attached. 2.Apply a compatible construction- grade adhesive or ENERBONDTM 2. Cover seams between boards Professional Foam Adhesive of THERMAXT11 Sheathing with from Dow to the wall,following aluminum foil tape or a uivalent. manufacturer instructions, THERMAXTM Sheathin is then 3. Install 3/4°furring strips either installed between the 9 furring 16'or 24"on center,vertically \� strips. or horizontally,using mechanical ' 1�--- ----- -Y`�° fasteners.With electric drill and •• '. .' •' _ � masonry bit,drill holes through es Ifaiye_tus. teen the furring strips 1-1/2"Into the block wall.See Figure 5.Concrete atlfre�llae :<_ -118 _ .a7auf�rarely= fasteners should be longer than FIGURE 2B �:wss"r.�-=tee' -,s;-��. �.� mme>ada icr car • : : :T the insulation board thickness. (To ; of secure strips to wall,use three or _ - four screws per 8' length.) LI FIGURE 8 S.Cover seams between boards of THERMAXTM Sheathingwith aluminum foil tape or euivalent. 4. If a finished wall is desired,: . eo . � -- gypsum wallboard or paneling �•• can be installed by attaching to the furring strips(nailers)at the top and bottom. Baseboard and �� `✓ �� i top molding can also be installed using mechanical fasteners, Not ,4'A�iNay :fplRo_,slfl &iv. A Manu tures natry . -tr �pl�ing�atllse�I�efor: 4. Install any electrical boxes to the C '-eC Br cdre=tf• e =: furring strips. ®T'"hedemadc of The Dow C emleal Company r0ow1 or an afflllated company of Dow r ' 5. Gypsum wallboard or paneling 1.Apply a compatible construction- MEASURING FOR may be nailed to the furring strips grade adhesive or ENERBOND'm EXACT FIT with fasteners short enough Professional Foam Adhesive not to penetrate through to the from Dow to the-wall,following THERMAXTM Sheathing can be; Insulating sheathing.The space manufacturer instructions.Adhere installed in tight spaces,even if the between the insulation and XTM Sheathing directly to wall is uneven. gypsum wallboard can create a the wall to temporarily secure the reflective dead air space,adding boards until the furring framework 1. Position insulation board squarely an R-value of 2.8 at no additional is installed. against corner,overlapping the cost,or the space can be used as inside edge of the last board a raceway for wiring. 2. Cover seams between boards of installed(Figure 7). BEST METHOD THERMAXTm Sheathing with aluminum foil tape or equivalent. FIGURE Figure 6 shows the best method to install THERMAXTM Sheathing. 3. Construct a wood or metal It shares all the benefits of the framework with either 16' or better method, but eliminates the 24" on center studs. Fasten the 'e penetration of thermal-transmitting framework directly to the ceiling metal fasteners through the joints or flooring with mechanical insulating sheathing. fasteners. t , 4. Install any electrical boxes directly , FIGURE 6 to the studs. 5. Gypsum wallboard or paneling may be nailed to the studs with fasteners short enough ' not to penetrate through to the insulating sheathing.The space 2. Using a 2'-long stick, measurer` between the Insulation and from the outside edge of the last gypsum wallboard can create a board installed to the outside reflective dead air space,adding edge of the new board(distance an R-value of 2.8 at no additional `A'). Mark'A'on stick. cost; or the space can be used as a raceway for wiring. 3. Place stick against wall.With a pencil at'A,'move it down the For commercial applications,a board to be cut. THERMAXT""Sheathing product is i available,with a white embossed 4. Cut board at marked line. aluminum facer for exposed use.Please consult your Dow 5. Install overlap piece. I representative for additional information. 01-ftdemark of The Dow Chemical Company eDcw'9 Oran afalfated company of Dow ' i I�► ' �T ' � . ROM mor FOUNDATION(IST) Ir ------------------------ . • 1 PLUMBING I ml Ma'No '01 rAl INSULATION PER N.Y.. STATE ENERGY CODE =o COX' .� • ;: ,�, -RlT�l %�� xlr 9 ft37 0 1 W-V1 Al' WA ADDMONAL ■�11afi'1�L'�'i I7 , �I � � illi►. � [►.�!/i� 'f, T1 MUM TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you Piave or need the following,before applying? TOWN HALL V Board of Health SOUTHOLD, NY 11971 ✓4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ✓Survey Southoldtownny.gov PERMIT NO! J� /Check ✓,Septic Form N.Y.S.D.E.C. /Trustees ``� C.O.Application.: .Mood Permit. Examined ,20 l --Single&Separate D IL Truss Identification Form D JAN 2 5 2018 '6 Storm-Water Assessment Form 1 Contact: Approved 20 ! �. 'Ir` D 1Gl�ii-tom: Disapproved a/c TOWN OF SOUTHOLD Phone: �b 1 9&*7 Expiration .BZd �ector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according"to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be.commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. ' -f.Every building permit shat] 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, anew 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. (Signature of applicant or name,if a corporation) (Mailing address bf applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises O OL-L C---.- (As on the tax roll or latest deed) If icant is a c rpP-ation, suture of duly horizze/ o fi r C5 am and title of co orate officer) J Builders License No. , 44 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which Proposed work will be done: , ►tic C, House Number Street Hariilet, County Tax Map No. 1000 Section Q� Block � Lot l� �. Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 10, —4 11n 4'1IA 0 b. Intended use and occupancy94Ap�1 A �`� � &Of 114 3. Nature of work (check which applicable): New Building Addition Alteration Repair IZ Removal Demolition Other Work (Description) 4. Estimated Cost D ' Fee_ _ (To be paid on filing this application) 5. If dwelling, number of dwelling units # I Number of dwelling uri®ts'on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. g y I Depth 7. Dimensions of existin structures if an Fron Height 1�- Q?0 Number of Stories f Dim"C' �A+ �� F tai bio lea 20 -{-e(,1 I�' f $ of ensions of same structure with alterations or additions: Fron` _ Rear 5 > Depths`� ;5 if Height Number of Stories I 8. Dimensions of entire new construction: FrontSCUYIMP �"Sf Ih Depth Height Number of Stories "� {5 h-e� 12 0 n lrU� lC) aq , , 9. Size of lot: Front 2Rear �D Depth ' l-. (vlI(p,17 '445 �6 10. Date of Purchase I I Name of Former Owner ";AMAC, 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YESX_NO sem Cb- k-64 13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES NO 14. Names of Owner of premises I dAPJS 0L)Address Phone No. 5- Name of Architect IAM a, lam✓ Address Phone No Name of Contractor 614, Address lRitq Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 5< NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUI _D 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 survey. 18. Are there any,covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,c I�,) bm*b�U_ d�V11� # �Z.�2�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Qifl(cNl i (Contractor,Agent, Corporate Officer, etc.) Of said owner or owners, and is duly authorized to perform or have performed the-said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of Q 201'6 ✓ TRACL. D OTARY PUBLIC, STATE OF OF NE NEW YORK Notary Pu is NO.01 DW6306900 Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2L)& '!TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form DISAPP1 OVAL Trustees N.YD.E.C. Flood Permit Examined 120 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c 5 ;DL$ I`I Phone: Expiration ,20 (ZV q— D E C E Q V Building Inspector MAY 13 2014 PLICATION FOR BUILDING PERMIT Date 13- I 520 BLDG DEPT. INSTRUCTIONS TOWN Or SOUTHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing c ulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) J 602-o /L(atPi /or/0&c) 7/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises ( ,✓c, &\Ck-m s (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No.' Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: -t coo --l=rncl �h Ne-Gy. Layle— House Number Street // Hamlet County Tax Map No. 1.000 Section , &0 Block 0-7 Lot 09 Subdivision Filed Map No. Lot ' h 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ko-wg-e_ -rte 6-e em o c b. Intended use and occupancy the ,i �AoRb I& 3. Nature of work(check which applicable): New Buildin X Addition Alteration Repair " 1'Other Work �occ Se-e C.Lv p Removal Deir'`1 i i s C (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 9., Z Rear �' Depth 48 Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories. .12 8. Dimensions of entire new construction: Front c� ' Rear 004 Depth Height 3 4 w Number of Stories _ C p 9. Size of lot: Front 1 z Z, Rear—C7'0 Depth a �L 10.Date of Purchase-Vvt Name of Former Owner 11. Zone or use district in which premises are situated 2- L 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NOX Will excess fill be removed from premises?YES NO 6—o d VZvtc" c-a-n N c o] -6ono 14.Names of Owner of premises a"6we4, ddress Phone No. Name of Architecteik e± /fie AA Address ;est-tel Phone No g,37- '74,01 Name of Contractor rtPab - IAddress Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 j>;:C v,)-cA mbon� * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Pr �- Provide survey,to scale,with accurate foundation plan and distances to property lines. n 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�4�IY-4 �l�'t u ck V ►' /Q C�-V' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the Notary Public,state of New York No ()I R116185050 (Contra o ,Agent, Corporate Officer,etc.) Qualified in Suffolk County b 1 I Commission Expires April 14,2 of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to,before me this day of 20 Notary Public Signature of Applicant SCHEDULE B r,Y riir' Wirt} � ,"; �l'.r a- ,.�+.,f, .�I• �- �, ..X t,'\ V� C' :�ss��2vencc�mc ava `r ' J�.':?t ...'':'. � � "`:' '• '� i {r • ' �`aa7i^- - �7wirwl�mC�T4l�acvFa,"�a•�VDnavo_ 1 tr{r1 i BOARD OF SOUTHOLD TOWN TRUSTEES s SOUTHOLD,NEW YORK; PERMIT'NO. .9124 .d DATE: NOVEMBER 15;2017 ISSUED-TO- 8100 INDIAN NECK,L1,C c/o JAN NICHOLSON PROPER'T'Y ADDRESS: 8100 INDIAN NECK LANE;PECONIC - t '` , $CTIYI#-1000—Sti�7-9 l AUTHORIZATION i L Pursuant-to :the provisions,of Chapter 275 of--the TownCode,of the Town .of:Southold and in , accordance with the Resolution of the Board.of Trustees adopted at:the,.meeting held on November.15, 2017; ; ' and in consideration of a lication.fee in the sum of 50.00 aid b B I OO.In`dian Neck,LLC and subject tb:the pp $ . p Y.— Terms and Conditions:as stated in the kesolution,the Southold Town:Board of Trustees authorizes and permits the following: Wetland-Permit to temporarily rake and'construct new fowidatibn walls beneath 16'x;16' -+19'x23° and 25'x26'° ortioris'of.ezistIn one-stor sin le Tamil dwellin to remain•construct 208sq.ft.(V" } shaped one-story,addition:and:45sgJt,overhang within footprint of existing 330sq.ft:portion of dwelling and 294sq:ft.northerly deck to be demolished;reliair and/or.replace in=place as needed existing �= southerly 8'x26'attached:deck;eonstr.uct'new basement access stairs;install drainagesyst.e of ui leaders,gutters,and drywols to contain roof.runoff;and in accordance with Chapter 236.of the Town $= Code-Stormwater.Manageinerit;establish and perpetually maritati a 15'wide landscaped buffer along, the landward edge of.tho top crest of bank;and install new sanitary system:installed.landward of Chapter 275 jurisdiction;and as depicted on.the survey prepared by Howard W.Young,Land;Surveyor, -last dated October 12,2017,and'-stamped apptoved'on November 15;2017.. 3N"WITNESS WHEREOF,the said Board,ofTrustees hereby causes its Corporate Seal'to be affixed, S. ' and these presents to be subscribed bya majority of the said Board as of this date. tt /, f $y�FU(,{- t •! ' ��'+'{--tit-+•-c�. 4• f ' Glenn Goldsmith-Absent f H , Glenn Goldsmith,President �Q�sorry Town Hall Annex Michael J.Domino,Vice-President O ��� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III [ [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� �� Fax(631) 765-6641 �yCOUNY`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLUNCE 1699C Date: March 10,2020 THIS CERTIFIES that the temporarily raise and construct new foundation;walls beneath `:�-16'xl6','±f 9'x23',and 125'x26' portions of existing one-story,single-family dwelling to.remain• construct 208s4:ff.'L"shaped one-story addition and 45sq.ft. overhang within footprint-of existing 330sq.ft. portion,6f dwelling and 294sq.ft.northerly deck to be demolished,• repair,and/or.replace in-place as needed existing.southerly±8'x26' attached deck; construct new basement access-stairs;install-drainage system of leaders, gutters,and drywells to contain roof runoff,and in accordance with Chapter 236 of the Town Code-Stormwater Management; establish and perpetually maintain a 15' wide-landscaped buffer along the Iandward edge of the top crest of bank-, and install new sanitary system installed landward of Chapter.275 jurisdiction; At 8100 Indian Neck Lane,Peconic Suffolk County Tax Map 41000-86-7-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated-October 13,2017 pursuant to which Trustees Wetland Permit-#9124 Dated November 15, 2017,was issued and conforms to all of the ' requirements and conditions of the applicable provisions of law. The-project for which this certificate is being issued is for temporarily raise and construct new foundation walls_beneath±16'x16',±19'x23', and±25'x26' portions of existing one-story, single-family dwelling to remain;construct 208sq.ft."L" shaped one-story addition and 45sq.ft. overhang within footprint of existing330sq.ft. portion of dwelling and 294sq.ft. northerly deck to be demolished; repair and/or replace in-place as needed existing southerly±8'x26' attached deck; construct new basement access stairs; install drainage system of leaders, gutters,and dUivells to contain roof runoff, and in accordance with Chapter 236 of the Town Code-Stormwater Management;establish and perpetually maintain a 15'wide landscaped buffer along the landward edge of the top crest of bank; and install new sanitary system installed landward of Chapter 275 jurisdiction. The certificate is issued to 8100 Indian Neck LLC c/o Jan Nicholson owner of the aforesaid property. r< Authorized Signature New York State Departme96f Environmental Conservaa Division of Environmental Permits, Region One SUNY at Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 �Q Phone: (639) 444-0365 - FAX: (631) 444-0360 Website: www.dec.state.ny.us Alexander B.Grannis Commissioner LETTER OF NON-JUMDICTION TIDAL WETLANDS ACT September 17, 2008 Greg and Martha Cukor 5913 Meadow Road Baltimore, MD 21212 Re: Application #1-4738-03855/00001 7070 Indian Neck Lane, Peconic S.C.T.M. #1000-86-7-6 Dear Mr. and Mrs. Cukor: Based on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that the property landward of the "Top of Slope" line, as shown on the survey prepared by John C. Ehlers on May 16, 2006 last revised July 16, 2008, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands,jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. 9 incerely, � G Laura J. Scovazzo Permit Administrator cc: Samuels & Steelman NYSDEC, Marine Habitat Protection file (kao FORM NO. 3 NOTICE OF DISAPPROVAL DATE:May 28, 2014 TO: Patricia Moore(Adams) 8100 Indian Neck Lane Peconic,NY 11958 Please take notice that your application dated May 13, 2014 For permit to partially demolish and relocate an existing single family dwelling as an accessory building, construct a new single family dwelling and construct an accessory garage at Location of property: 8100 Indian Neck Lane, Peconic County Tax Map No. 1000 - Section 86 Block 7 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 32,670 square foot lot in the R-80 District is not permitted pursuant to Article XXH, Section 280-11613, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." The proposed new single family dwelling construction notes a setback of 50 feet to the existing bulkhead. Furthermore, the proposed single family dwellingis s not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum front yard setback is 35 feet and the minimum rear yard setback is 35 feet. Following the proposed construction, the new single family dwelling will have a front yard setback of+/-29 feet and a rear yard setback of+/-15 feet. Furthermore the proposed relocation and conversion to an accessory building(Seguin Club Building)and the construction of an accessory garage is not permitted pursuant to article 280-15 of the Agricultural Conservation District,"which states; "In the Agricultural-Conservation District and Low-Density Residential R-80,R-120,R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear a Both proposed accessory buildings are noted as being located in the side yard. 4uZthorizdd'�'�e ___ Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL. DATE:May 28, 2014 AMENDED: July 29, 2014 TO: Patricia Moore(Adams) 51020 Main Road Southold,NY 11971 Please take notice that your application dated May 13,2014 For permit to partially demolish and relocate an existing single family dwelling as an accessory building, construct a new single family dwelling, and construct an accessory garage at Location of property: 8100 Indian Neck Lane, Peconic County Tax Map No. 1000—Section 86 Block 7 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 32,670 Square foot lot in the R-80 District is not permitted pursuant to Article XXII, Section 280-11613, which states, "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." The proposed new single family dwelling construction notes a setback of 50 feet to the existing bulkhead. Furthermore, the proposed relocation and conversion to an accessory building(Seguin Club Building,)is not permitted pursuant to Section 280-15F, which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front-yard setback requirements set forth by this code." Pursuant to Article XXIII, Section 280-124, lots measuring between 20,000 and 39,999 square feet in total size, require a minimum front yard setback of 35 feet. The propq6c&accessory setback notes a+/- 12 feet. T is Notic , f D' ppr val was amended on July 30, 2014 to correct an error. Authorize ignature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE:May 28,2014 AMENDED: July 29,2014 AMENDED: August 4,2014 TO: Patricia Moore(Adams) 51020 Main Road Southold,NY 11971 Please take notice that your application dated May 13,2014 For permit to partially demolish and relocate an existing single family dwelling as an accessory building, construct a new single family dwelling, and construct an accessory garage at Location of property: 8100 Indian Neck Lane,Peconic County Tax Map No. 1000—Section 86 Block 7 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 33,145 square foot lot in the R-80 District is not permitted pursuant to Article XXII, Section 280-116B, which states, "All buildings located on lots upon which a bulkhead, concrete wall,riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five eventyfive(75)feet from the bulkhead." The proposed new single family dwelling construction notes a setback of 50 feet to the existing bulkhead. Furthermore, the proposed single family dwellingis s not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum front yard setback is 40 feet and the minimum rear yard setback is 40 feet. Following the proposed construction, the new single family dwelling will have a front yard setback of+/-29 feet and a rear yard setback of+/- 16 feet. Furthermore, the relocation and conversion to an accessory building(Seguin Club Building)and the construction of an accessory garage is not permitted pursuant to Section 280-15F, which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front provided that such buildings and structures meet the front-yard setback requirements set forth by this code." Both proposed accessory buildings are noted as being located in the side yard. Pursuant to Article XXIII, Section 280-124, lots measuring between 20,000 and 39,999 square feet in total size, require a minimum front yard setback of 40 feet. The proposed accessory setback notes a+/- 12 feet. This Notice of Disapproval was amended on July 29 and August 4, 2014 corereqlWdrefarther r n t Note to Applicant:Any change or deviation to the above referenced application,mae ew by the Southold Town Building Department. CC:file, B.A. BOARD MEMBERS OF S0Southold Town Hall Leslie Kanes Weisman,Chairperson �� 6'p 53095 Main Road o P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora exit Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer iQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento lycou Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD September 15, 2017 Tel.(631)765-1809•Fax (631)765-9064 Robert E. Herrmann Coastal Management Specialist 1319 North Sea Road Southampton,NY 11968 RE: Request for De Minimus Determination Appeal No. 6792,Barbara Adams & Jan Nicholson 8100 Indian Neck Lane, Peconic SCTM No. 1000-86-7-9 Dear Mr. Herrmann; We are in receipt of your correspondence dated August 27, 2017 requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter, you explain that the owner wishes to downscale, preserve, and renovate portions of his existing home rather than demolishing and building a new dwelling while maintaining the identical yard setbacks approved by the Board. In addition, your client proposes to reduce the new accessary garage from the approved 22 ft. x 33 ft. to 20 ft. by 30 ft., and to continue to locate it in the approved non- conforming side yard. The new location would also reduce the setback of the accessory garage from the northern side yard property line from the approved 66 feet to 12 feet, which is conforming to the code based upon the size and the height(no greater than 18 feet). Based upon the information provided, and depicted on the survey prepared by Howard W. Young, L.S., last revised May 22, 2017, I have determined that your requested modifications to the proposed single family dwelling and accessory garage are de minimus in nature because the proposed changes do not constitute an increase in the degree of non-conformity and uphold the intent of ZBA Appeal No. 6792. Pleasd"be advised that the conditions set forth in Appeal No. 6792 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Sinc ely, Leslie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector BOARD.MEMBERS 0f SOLI Southold Town Hall Leslie Kanes Weisman,Chairperson �� y053095 Main Road-P.O.Box 1179 !p Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider I�COO Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD RECEIVED Tel.(631)765-1809-Fax(631)765-9064 3.07 01 2 5 2014 FINDINGS,DELIBERATIONS AND DETERMINATI MEETING OF NOVEMBER 20,2014 outhol� Clerk ZBA FILE: 6792 NAME OF APPLICANT: Barbara Adams and Jan Nicholson(CV) PROPERTY LOCATION: 8100 Indian Neck Lane(adj.to Hog Neck Bay)Peconic SCTM#1000-86-7-9 SEORA 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 further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 10,2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued- a recommendation dated September 26, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT. However, the applicant submitted an amended plan placing the proposed dwelling at a conforming location from the bulkhead. Additionally,with the conditions placed herein the Board finds the action consistent with the LWRP policy. PROPERTY FACTS/DESCRIPTION: Subject property is in a R-80 zoned District and contains 33,145 square feet of which 27,947 sq. ft. is buildable area. It is improved with a one story home and detached storage shed. It fronts on the western side of Indian Neck Lane at the Beach dead end. The parcel has 122.03 feet on Peconic Bay, to the south, 324.84 feet on Indian Neck Lane,to the east, 90 feet on the northerly side and 304.63 feet to the west. This information is taken from a survey from Young and Young Surveyor dated November 1, 2013, last revised July 21,2014. BASIS OF APPLICATION: Request for Variances from Article XXII Section 280-116B and Article XXIII Section 280-124 and Section 280-15(F) and the Building Inspector's May 28, 2014, amended July 29, 2014, amended August 4, 2014 Notice of Disapproval based on an application for building permit for partially demolish and relocate an existing single family dwelling as an accessory building, construct a new single family dwelling and construct a new accessory garage, at; 1) less than the code required setback of 75 feet from the bulkhead, 2) less than the code required front yard setback of 40 feet,3) less than the code required rear yard setback of 40 feet, 4) accessory building in location other than the front (waterfront) or rear yard, 5) accessory garage proposed in a location other than the front(waterfront)or rear yard. Page 2 of 3—November 20,2014 ZBA#6792—Aoams/Nicholson SCTM#1000-86-7-9 RELIEF REQUESTED: The applicant requests variances to 1. Partially demolish and relocate an existing single family dwelling as an accessory building in the side yard where the code requires a rear yard location and to construct a new single family dwelling with 2. a bulkhead setback of 50 feet where the code requires 75 feet, 3. a front yard setback of 29 feet where the code requires 40 feet and 4. a rear yard setback of 16 feet where the code requires 50 feet.In addition a 51h variance is requested to construct a new accessory garage with a side yard location where the code requires a rear yard location.Note that on waterfront properties accessory structures may be located in'the front yard provided they meet the principal front yard setback, which neither accessory is able to do on the subject property. AMENDED APPLICATION: At the public hearing the applicant was asked to bring plan into more conformity with the code. On October 29, 2014, the Zoning Board received an amended survey. It shows the proposed new dwelling at a conforming bulkhead setback of 75 feet, complete demolition and removal of the existing dwelling (aka Seagyan Club),and construction of one accessory garage.This has eliminated the need for two variances. ADDITIONAL INFORMATION: The immediate neighborhood is comprised of lots that are of many different sizes with varying degrees of conformity to the code. This property was the subject of a prior ZBA grant#4406 in 1996 to allow the `as built' location of an accessory shed. Historically,the existing dwelling was once a clubhouse used by the residents of the area as a membership club. It was known as the Seagyan Club.The club found another location for the membership and the clubhouse was converted to the residence that is there today.There were many letters submitted in both support and opposition to the original application. I , FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on October 2,2014 and November 6,2014 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the relief as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.The conforming bulkhead setback, as amended, preserves the water views from the street end and the adjacent neighbor's property. The applicant submitted documentation showing the retention of existing healthy older trees on the property to create privacy from the street for the proposed new dwelling and to maintain to the greatest extent practicable the wooded look of the existing property. The amended application includes only one accessory garage which is typical of the neighborhood. 2. Town Law 4267-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The parcel has a very limited building envelope based upon present code requirements and due to the depth of the parcel the applicant cannot achieve a conforming front or rear yard setback for a dwelling or location for an accessory garage. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 28% relief from the code for the front yard setback, and 68 % relief from the code for the rear yard setback for the proposed new dwelling. The location of the proposed accessory garage in a side yard is 100%relief from the code. However,the dwelling will have a code conforming bulkhead setback and lot coverage and the accessory garage is proposed in the only practical location on the subject parcel which is among the smallest in the neighborhood at 33,145 square feet of which 27,947 sq. ft.,is buildable area. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code for all buildings proposed on the site.The amended application removed the inconsistent finding of the LWRP. i Page 3 of 3—November 20,2014 ZBA#6792—Agams/Nicholson SCTM#1000-86-7-9 5. Town Law &267-W)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law &267-b. Grant of the relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling and an accessory garage 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 Member Weisman (Chairperson), and duly carried,to DENY, the application as applied for, and GRANT the variance relief as amended and shown on the site plan labeled SKI, prepared by Robert G. Madey, Architects, dated May 27,2014, last revised October 7, 2014.And the architectural drawings dated May 27, 2014 labelled SK2 and SK 3. Subject to the following conditions; CONDITIONS: Tlae acce sort' .b"ragshall con aln a. Y t e uta i, o e e�crie an n outside 1 r e bib: A per"�petual 1' foot wide landscaped uffer sha11-be est" lis a an wand fr�Qrn th0 to of1b1umeow ff.. . e b ffer shall e compass the existing vegetatiotV. P lands buffer had]be-sta e'd pr.r y ons etion on si e. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board.• Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). CL(-L- /D� kML&4-- Leslie Kanes Weisman, Chairperson Approved for filing ff / /2014 i Scott A. Russell ,�a%s`i'r ST01KMWAT1E1E:. SUPERVISOR �T � z I��1[A\lam A\�G�IEI��1C1E1�T SOUTHOLD TOWN HALL-P.O.Box 1179 v 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold O1 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET 'JAN 2018 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT RWOLVE ANY OF THE FOLLOWINCz: 9 2019 (CHECK ALL THAT APPLY) JZ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑56 B. Excavation or f illing involving more than 200 cubic yards of material within any parcel -or any contiguous area. ®� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. JZ[] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑12[ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the 'Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicent-section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 238 does not apply to your project. If you'answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check list Form to the Building Department witli your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S. .T.M. #: I hft� Date Dtstrkt NAW- Stacy Paetzel 86 _07 09 01/24/2018A 14 m mn Section Block Lot FOR BUILDING D ARTMENT USE ONLY'°'°'° Contact Information 631-209-2410 f (Tekph—N—b.1 Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: - -- — — — — — — — — — — — — — — — 8100 Indian Neck Road ❑ Approved for processing Building Permit. tormwater Management Control Plan Not Required. Peconic, NY 11958 Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 CHAPTER 236 (Property Amer,Design Professional,Agent,Contractor,Other) 86 07 09. Stormwater Management Control Plan CHECK LIST NAME: Stacy Paetzel Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. FUM Pw Date: * The applicant must provide a Complete.Explanation and/or Reason for not providing ;; ��1-209-2410 01/24/2018 all Information that has been Required by the following Checklist! vpuNre ombr. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NQ NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. LS c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). --Y= d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) NO PROPOSED CONTOURS-NO GRADE CHANGE EXC G GRADES g. Location of all existing &proposed structures,roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing & 09 0 V1 XW proposed structures. - I. Location of proposed Swimming Pool and discharge rinade NO PROPOSED SWIMMING POOL. j. Location of proposed Soil Stockpile Area(s). ONTRO G= k. Location of proposed Construction Entrance/Staging Area(s). t be ed t 1. Location of proposed concrete washout area(s). a nce, M. Location of all proposed erosion&sediment control measures.. we 2. Stormwater Management Control Plan must include Calculations showing Wire Backed - "�Jjs. L that the stormwater improvements are sized to capture,store,and infiltrate Seeding exposed andler on-site the run-off from all impervious surfaces generated by a two(T)inch TITDING 1DE+K"To rainfall/storm event. Ln NOE TE'LD 3._ Details&Sectional Drawings for stormwater practices are required for approval. DRAINAGE INSPEC-TIONS ARE REQ Items requiring details shall include but not be,limited to: - etore a. Erosion&Sediment Controls. . BackfellEngineer's Lertification b. Construction Entrance&Site Access. hdt the drainage haS been installed to Code. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .Infiltration basins,swales,etc.) * ** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed& l Stormwater Management Control Plan is Not Complete. Approved By: A i Stormwater Management Control Plan is Complete. Date Z $ Z i ® SMCP has been approved by the Engineering Department. FORM * SW heck List -TOS MAY 2014 E fat& BUILDING DEPARTMENT- Ele a �c r � V �o TOWN-QF SOUTH D Town Hall Annex - 54376 Main R PO Box 1179 Southold, New York 11 09PP8- 1 f4019 Telephone (631) 765=1'802 ; FAX (.631) 765-9 0 roger.richertfttown.southold.p�,tis, 70 ,e ' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL,INSPECTION f REQUESTED BY: Date:' -� Company Name: q-zZ� l� dc Name: License No.: r{(Q:-/�I email: Address: 'Phone Nv:: 7 - JOB SITE INFORMAPON: (All.lnformation Required) 1 Name: $1b0 - ��'�.� Gl� L(_-0 A,ddress: . . ,S!00 Cross Street: Phone No.: . -. BIdg.Permit.#: email; - Tax Irliap District: 9000 ection: _ _ Btoek: BRIEF DESCRiP . ~ N OF WORK P ease ' .t Clearly).. eo_/k .e Circle All That Is job ready for Inspection?: YE NO Ro Do you need a Temp Certificate?: YES 1) Issued On Tern.p,lnformatton: (All information required) Service Size 1 Ph 3 Ph Size: A #'Meters qtd `Meter# ` New Service- Fire Reconnect'-'Mood Reconnect- Service Reconnected ,- Underground-Overhead #Unde.rground'Laterals 1 2 H Frame Pole Work done on Service? Y N . Additional'Information: ENT-BICE-1�VaTH-AP--P-LI-CATION — . l 82-Request for Inspection Form.xls d i PERMIT# Address: Switches Outlets GFI's Surface r Sconces .HH's LIC Lt Fans Fridge HW Exhaust 1/ Oven Dryer Smokes DW Service Carbon Micro Generator Combo GJ Cooktop Transfer AC AH Min4� p S ecial: Comments: C� r � \ Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 R O- Box 1179 r Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: 6 G vii t qlu, V l&� I tC ; .f vi hfciut-c-ch tyu54'e- Location•of Property: �.0 Please:"t4e,notice that the(.Gl eck applicable lime): New commercialor residenfial:structure ;'Addition to existing.commercid6i� residential strucft�'r 'z _= 'Rehabilitation.146. ` i existing'cOmtnercial or residMtW!structure to be.c0nsttu4,t&o the subjecf property referenedbl5dVe will-utilli "s (check applicalj%1ine): Triist.;tyPe',construction (TT) 1� Pre-engin66-e&d'W6od construction (PW) 'r `Timber construd4o.b",TIC) in the following location(s) (check applical�'16.'Iind.): _ Floor framing, including girders and.beams (F) Roof framing (R) Floor and roof,framing (FR) . Signature: Name (person submitting this form).�C&b( I "Villyiev. Capacity (check applicable line): -Owner Owner representative TrussRegl5.docx Effective 1/1/2015 of vw n � 1=�i1:.•• li• r.r�} � �s��'is..,>��!�1���/�.citi !.�j(.N•�' .m=:cL-i.+Ta^�•.;;�,,�y-�.R�f`�lv� ^•�`.�iiia�'a '7�'`ter.• ,-�i.•�f��?�i.'Z� - } `:S•���vy;�. ,,•isuJ€�: ,h=fpr;; ��-t�',:�:+«.�y"�� ..; fid., •� r: Sii•,. 3f=.�.•<t i�jr:�~tf�j?{ '✓• +y%�ti'• };�!:ia.�'+� •�Z.• tom' �' J. +.•;.t y:^'r ., .; : is .gam+• :.�c Vin: ,,� :;�...:.,. ,Ff;• r41 r+�:vLi,-si s'f=3ti:e'er�•.:;. �;'zM•sf,•��ti it . �T- _'fit` .a.','�: -'•:;,i t•'.. '..t:• •• ,tilt::��. 7 • 0f 30U��ol Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O COU01 October 30, 2020 BUILDING DEPARTMENT TOWN OF SOUTHOLD 8100 Indian Neck LLC C/O Jan Nicholson 419 E. 50th Street New York, New York 10022 RE: 8100 Indian Neck Lane, Peconic TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy a Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (631-765-1802) A fee of$50.00. XFinal Board of Health survey. G v Plumbers Solder Certificate or Pex Affidavit l� Trustees Certificate of Compliance. (Town Trustees # 765-1892)9;�/'(41 Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45102-Z additions/alterations PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 www.mooreatlys.com email: pcmoorekmooreattys.com June 10, 2014 Damon Rallis Southold Building Department Main Road, Southold,NY 11971 By Hand RE: Nicholson/Adams 1000-86-7-9 8190 Indian Neck Lane, Peconic Dear Damon: Enclosed is a revised site plan dated May 27,2014 prepared Robert Madey, Architects with the following corrections which do not change your notice of disapproval: 1. "Seagyan Club" structure (to be relocated)was misspelled and dimensions corrected(existing kitchen will be replaced with a bathroom). 2. Proposed garage with a Cupola(to match architectural design of house) Thank you and please do not hesitate to call should you have any questions. ,±atricia urs, oore by encls. EN-CONSULTANTS August 27,2017 Leslie Weisman, Chairwoman Board of Zoning Appeals Town of Southold P.O. Box 1179 D �C� VIC Southold,NY 11971 D AUG 3 1 2017 Re:Barbara Adams and Jan Nicholson, Case No. 6792 BY:_At6-7gD-- Dear Ms.Weisman: The above referenced variance decision(copy enclosed),which was issued on November 25,2014,approved the demolition and removal of an existing single family dwelling located approximately 100 feet from an existing seawall and construction of a new dwelling located 75 feet from the seawall with the following setback relief.- maintenance elief:maintenance of the existing 29.2' front yard setback from Indian Neck Road; maintenance of the existing 16.2' rear yard setback from the westerly lot line; and construction of a detached garage in a location other than front or rear yard on a waterfront lot. I Since issuance of that approval, the owner has significantly downscaled the project by deciding to effectively maintain and renovate in place a substantial portion of the existing dwelling, only partially demolishing and remodeling the inner portion of the dwelling (see enclosed site plan prepared by Young & Young and floor plans prepared by Lee&Chesonis Design,dated July 20,2017). Since the portions of the dwelling that actually establish the preexisting nonconforming front yard (29.2') and rear yard (16.2') setbacks (i.e., the identical setbacks presently approved by the Board for a new dwelling relocated closer to the water) would now be maintained (and raised to allow for the construction of new foundation walls), I am uncertain whether the modified project design requires setback relief. If it does, given the much smaller project scope and maintenance of the same approved setbacks, it is my hope that the Board will issue a "de minimis letter" that would allow the Building Department to issue a Building Permit for the revised dwelling design pursuant to the current variance determination without further review or variance relief from the Board. I am also wondering whether a de minimis letter could be issued for the revised location of the proposed and now smaller detached garage. Specifically, whereas the current variance determination allows for a 22' x 33' garage to be located in the side yard (roughly 63 feet from the northerly property line), maintenance of the existing dwelling location and addition of an upgraded sanitary system necessitates relocating the currently proposed 20' x 30' garage farther to the north, approximately 12 feet from the property line (see enclosed site plan). As the height of the garage will not exceed 18 feet,the proposed setback from the northerly property line would remain compliant with Section 280-15(B); and the setbacks from the proposed garage to Indian Neck Road(proposed 32' versus approved 35')and to the westerly/rear property line(proposed+27' versus approved 28')would remain essentially unchanged. Once you've had a chance to review the above and enclosed plans,please let me know if you have any questions or require any additional information in support of our request,and I thank you for your consideration. Resp ctfully yours, Robert .Herrmann Coastal Management Specialist 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsuitants.com environmental consulting 5 low. q yo �7 LAW'OFFICES WICKHAM,BRESSLER&GEASA,P.C. 1301'5 MAIN ROAD, 'P.O:BOX 1424 MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 'I 1452 WILLIAM WICKHAM(06-02) ABI.GAIL,A.WICKHAM JANET GEASA 631-298-8353 TELEFAX-NO.•631-298-8565 ai4ickliam@wbgl awy&s.0n1 October 29,.2021 VIA EMAIL ONLY OCT 2 9 2021 Ms.Kim Fuentes, Board Assistant BUILDING DEPT Zoning Board of Appeals TOWN OF SOUTHOLD Re: Declaration.of Covenants for 8100 Indian Neck LLC Premises: 81,00 Indian.lane, Peconici.NY 11939 SCTM#:1000-086:00-07:00-009.000; ZBA_Appeaf#6792 Dear Ms.Nicholson: I'have attached a copy.of the:recorded Declaratiori.of'Covenants for the-property listed above, relatirig to the 1.5 foot wide landscaped buffer. Should you have_any:questions;please"do not';hes if ate'to cal Ve truly you s; Abigail A. Wickham CC:Damon Hagan, EseBuilding Department AAWIjm Encl. Letters/LtrZBADecl arationofCovNicholson mom I -CEMMMSM E C. E E OCT 22021 11111111 ILII sllll IIIII IrlII Illll Illli Illll IIIII Illi IIII BUILDING DEPT TOWN OF SOUTHOLD SUFFOLK COUNT! CLERK, RECORDS- OFFICE ;RECORDING PAGE T. VP6 of thttrument.: DECIARATI Recorded: 10/01/2W1 Number' ofPages-- 7 At.: 02 PM Receipt M 2 umber 1-0112193 LIMA; DQ 0131 D , .22: PAGE 441 Secti,6h: Block Lot-: 1:000, 07.-OO� 009.000 -EXAMINED AND C Ij A. 'FOLLOWS Exempt Exempt. 00 NO Ha dling No 'COE :$"5.00 NO NYS 9RbH9 $15.00: NO T'P -58-4 $0.00 NO Notation $0.00 NO Cert.Copies. 0,00 NQ 'PT .00. NO R $,9PQ THISPAGE _ISA PART' Fees Paid $275. 01) OF THE: -INSTRUMENT: THIS IS NOTA, BILL JUDITH, A_ VA'SCALE County -Clerk_, Suffolk County ^ . 2 RECORDED 2021 Oct 0 i 02 t 13:22 PINI Numberofpaget CLERK OF SUFFOLK COLUTY This clocumentwill be public R 441 .record.Please remove all Social Security Numbers priorto recording. Deed I Mortgage Instrument Deed Mbrtgage Tax Stamp _F Recording/FilingStamps 7_ FEES Page I Filing Fee Mortgage Amt. Handling 20. 00 :L,Basic Tax 2.Additional.Tax TP`-584 Sub Total Notation Spec./Assit. EA-s2:i7(County) SubTotal 5$ or kP.T.S.A. 0�0 0 Dual Town_Dual County Comm.ofEd. 1;. 00 Held-for Appointment TransferTax Affidavit Mansion Tax Certified Copy The property covered by this mortgage.is NYS Surcharge 3.1;.'_oo $ubTotal or will.be improved by a one or two 'family dwelli ng only, Other GranclTotal .223 YES-or NO. If NO,:see appropriate tax cipuseon. page,# of this Instrument. 4 IDist.;Poo 4624716 -1000 08600 O�700 0o'goo 0, .5 Community Preservation Fund Real Property Tax Service. R DMI A Agency 116�SEP-211 CPF Tax Due Verification kIECORIJ 8t RETURN TO: P-Oa box 3.424 Mail to:-judkh A.Pascale,Suffolk County C.lerk 7 Title Company Information 310 Center r Drive, Riverhead,N'Y-119m Co.Name F&)T/CT- 8 Suffolk County Re-cording & Endorseme-i"rit Page This page forms part ofthe attached DECLARATION OF COVENANTS made by: (SPECIFY TYPE oFINSTRUMENT) u:LouIndian Neck LL[ The premises herein issituated in SUFFOLK COUNTY,NEW YORK. TO |nthe TOWN ofSouthold ToVvNOFSOUTHOLD |ntheY|uAGs OrHANLBo+ Greenport BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over) DECLARATION OF COVENANTS J-h THIS DECLARATION made this FTday of April,2021 by 8100 Indian NeckLLC,a New York limited liability company with offices at 419 East 501h Street,,New York,NY. 100.22; hereafter referred to as 'DECLARANT": WITNESSETH: WHEREAS,DECLARANT is the,owner of a certalh.real property--located at.8 100 Indian Lane,Peqonia, Town of Southold, County of Suffolk, State:of New.York'1151.0,described in the Suffolk County Tax Map as District 10001, 'Section o86,00;'Block 07.00,Lot 009M.0,which,is more p4iticu'lariv bounded and described as.set forth in"Schedule.A"-atifidjtbd hereto and-made a part hereof; )WHEREAS, DECLARANT has made application-to the Trustees.for a.permit pursuant to the Wetlands Law of the Town of Southold to wideftAd 6.a.taffilrdgulated activities and WHEREAS, the Trustees granted a permit,dated,November 15,,204-7, attached 1 -11... hereto as:Schedule.B 'Wetlands Permit")to_conduct certain r e egulAted,activities as, described the Weiland Permit,(Ter.rftitted'A.ctivities")7 and WHEREAS, as a condition.of the:grantingthd Wetlands Permit,the Trustees have .required that DECLARANT record evidence of the:Wetlands Permit and the"landscaped buffer" requirement of the Wetlands Permit, as described in this Declaration;and WHEREAS.,the DECLARANT has considered the foregoing and has.-determined that_the same will be for the.best interests of the DECLARANT and,.subspqqent owners of the Property. NOW, THEREFORE, THE DECLARANT does hereby covenant and agree as follows: 1) The Trustees required that the DECLARANT establish and perpetually maintain a 15' wide"landscaped buffer" along the landward edge of the top crest of the bank as depicted on the survey-prepared by Howard W. Young, Land Surveyor,last dated October 12, 2017, and stamped approved ori November 15,2017, (the`,Plan"),, attached as "Schedule C",and.the Trustees' Permit. 2) The Declarant agrees that upon the substantial completion of the Permitted Activities,to establish,.arid.perpetually maintain a I5' wide"landscaped buffer" along the landward edge of top crest of the.bank as depicted on the Plan, as required by the Wetlands Permit. 3) These covenants shall run with the land,and°shall be binding on the DECLARANT,,their heirs;assigns,purchasers; or:successors in interest,andm'ay only be, modified.after a public hea>ing:and upon esolution.ofthe Trustees. 4) These covenants.shall-'constitute a notice.covenant and deed,restriction=restricting the Property As aforesaid;. IN WITNESS WHEREOF,,the owner has executed this instrument this'atday of April, 2021. 810.0 Indian Neck LLC: By Dari Nicholson Living Trust,Manager By _(_ Jah-Nicholon.Trustee STATE OF NEW YORK;.COUNTY OF : ss: On the:Z-/ day of , in the Vyear,2021;,before me,'the undersigned,.a Notary Public in and for.said.Sta ,.personally appeared 7AN.NICHOLSON,personally known to me or proved to me on the basis°of satisfactory evidence that they ekecuted the same in their capacity and that by their signatures on the instrument,,the individu s, or the persons fpr entities upon behalf of which the individuals acted,executed the in nt. J otary' ublic Ab I&A t i A. Wid<hAtrt re%4rTrusteesNicholson2021 AB1GAtL.A wiCKFtgM Mary Public,.Siate of New Yofk C M d In Sufjoik7 u Courny saildxg Qrnfsslon Ex}kW Sept.30,20 moo)I1W1eafieno lLeM 9 4*itAMAeN3oe1 S'011gn- ON Wt/Fi?l� 'tlll'dJ18d' 2 SCHEDULE A ALL, that certain plot,pieceOr parcel of land, situate, lying and being,at Indian Neck, near,Peconle ,Jn the Town,of Southold, County of-Suffolk, and State of New York, 'bounded and,described-.qs:.f6llows: BEGINNING at apoint on.the westerly line of Indian.Neck-Road and at the.ordinary high water mar.k of Peconic Bay,: RUNNING THENCE northwesterly along said westerly line.of Indian Mick Road,360.5 feet,more,or,less;to agraftite.monument marking an angle 1nsaid road line; THENCE southwegierly and at ri-ght.'.an&s to first-cotirge,Abbve described, 90 feet to a :concrete monument;: THENCE deflecting to the left 84 degrees 20 minutes and-passing,through,a,concf6te monument near,the.top of the bank, about 350 feet_t the o.rdi high.O _ ..n.my, ig. .water mark:of said PeqppicBay; THENCE northeasterly al6ri orplace:of,BEGINNING.. g,said,o ordinary high water mark about 130 feet to the.point: Pkeriiises:also described as.,per-survey by Howard W. -Young.dated November 5j.2015: ALLAI that,certain plot,piece.or-parcel of land,situate, lying and.being at Indian Neck,, near Poqonici in the Town of Southold- County Suffolk,and State of New York, bounded:and described as-follows: BEGINNING ata.p6int;on.the-westerly lineofIndian' 'Ne ck'Road anal, at the awroximAtt _�igh-watenhafkbf*MST_ elevation. February 1-9,201 1 5'of.PC c At ppili ,B. RUNNING,THENCE E n rthwester-Nulong said westerly line.of Indian N6ckRoad,,North. 42;degrees.0.6-mi'nutes,20 seconds West;'jl6.17.feet.to 'a:m6numefi.t found and lands now or formerly oflonathati R Wendell; THENCE southwesterly along ofW Y Wendell; outh,47 degrees 53 minutes 40 seconds;West; 90..0:0 feet to a'monument.found, THENCE:turning and:running still.along said lands of Wendell, South-36 degrees 26 ,minutes-20.seconds East;29169 feet to the approximate high water-mark.MSL-elevation &tcdF. 017 pary 1%.2015o0ecohic Bay.; : dated:. THENCE northeasterly,along said approximate high waierioark MSL elevation.dated February 18, 2015 bf.Pecon'ic Bay the following courses•and distances: 1. North 58 degrees, 34 minutes 38 seconds East, ,1.9.30 feet; I N 58 minutes 36 seconds m!4,59 degree§ East, 3.5.76 feet; 3. North 61 degrees 17 minutes 519 seconds East, 43.28 feet And 4: North 57 degrees 20 minutes 51 seconds East, 23.IS feet to the point or place of BEGINNING. TOGETHER with all accretions, if any heretofore or in the future. 3 CC#. C21-27615 COUNTY CLERK'S OFFICE STATE OF NEW YORK CMATTOF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County'of Suff,olk andI;the, Court of Record,thereof do hereby certify.thaf i have compared:the annexed with the .original DEED' recorded in my office on 1.011912021 under Liber 130001.3124 and Page 738: and, that the same is a true copy thereof,.and of the whole of such original. In Testimony Whereof; I have hereunto setmy handiand affixed the teal of:said County. :and Court this 10%19/2021 SUFFOLK COUNTY CLERK JUDITH A:PASCALE SEAL NICH OLSO \` RESIDENCE 8100 Indian Neck Rom I EXISTING _- EXISTING Peconic, New York DRAIN INLET POST+RAIL \ ! I FENCE (12.11)X \ J(403/ L316.1T I (�.04) I I \\ 1 (9.28) I 3 / (1$.47) - EXISTING POST+ RAIL FENCE i I II Marshall paE LANDSCAPE ARCHITE NORTH FORK HAMPTO I 5175 Route 48 PO Box 131 Mattituck,NY 11952 530 Monta AmagansE phone: (631)209-2410 ! fax: (631)315-5000 email: mail@mplastudio.com LOT 1 SURVEYOR: Young &Young Surveyors Howard W. Young / I I 400 Ostrander Avenue Riverhead, NY 11901 1 Office: (631) 727-2303 /x I DRAINAGE INSPECTIONS ARE REQL;1RED J / / II Contact TOS Engineering at 765-11560 before y ! J / Backfill, OR Provide Engineer's CeMrtification that the drainage has been Install0d t 1 ' / 0 o Code. LU J Y EROSION&SEDIMENT CONTROLS Shall include but not be limited td: I meJ � A well maintained Construction p gntrance, �( wire Backed Silt Fen a cing, stabiliz ' 1 Seeding of'exposed and/or inacti'k soils, (6.23) 1 APPROVAL OF STORMWATER I CONTRO P N -T Cod MAN/ GEMEIVT Date: 2 236 1 1 Approved y: I (73.60 I � � I I J! 3 SITE DATA: I r' SCTM#: 1000-86-07-09 h Lot Area: 33,145 SF (or.76 acres) ! Zoning District: R-80 I I I I J I TIE LINE ALONG APPR6XIMATE j I j HIGH WATER MARK BY MSL 5 1 I I I ELEVATION 02/18/15 f I NOTES: 1 I I I I-----LANDWARD LIMIT OF BEACH AT I 1 1 SEAWARD TOE OF CONCRETE SEAW lL 1 '� 1. Existing Conditions+Proposed S j I + EXISTING I information based on map prepar 1 I 1 1 CONCRETE SEAWALL 1 Young+Young Surveyors dated last revised November 14,2017. EXISTINP,STEWS I 1 2. This drawing is for the purpose c --..- j 1 TO WATER obtaining 1 1 I I permits only. NOT FOR (4.03) l 3. Unauthorized alteration of this G I I I t I violation of NYS Education Law. � I 292.69' f' j I I ! 303.93' REVISIONS Drainage.Calculations and Structure Schedule DATE DESCR!!'fjlON Drainage Structure Size Elevation Invert In Invert Out Proposed Garage(690 sf @ 100916) 690 SF x 2"rainfall (.167),=115.2 CF/8'Dia. Drywell (42.3)=2.7'depth req'd RD-1 18'Dia x 4'depth 4'depth pro ided Proposed Residence(141 -sf @ 100%) 1410SF x 2"rainfall (.167);235.5 CF/8'Dia. D ell (42.3)_!:_ � .Ipth req'd. s e a l L AA A nl n!-__ Al -1_. a1- �� (16.05) I (15.26) -••.. EDGEOFPAVEME'- ;ISTING WATER MAIN — — — — — — — — -- -- '- - \ (15.64)X EXISTING POST+RAIL _ ,PROPOSED WATER LINE � G _ — ::. IRRIGATION \ CONTROL BOX EX.WELL TO BE ABANDONED - U r ' _ N 42°06'20"V/ _ r PROPOSED (16.01) ` I r' r WATER LINE ' HAYBALES+/OR X SILT FENCE I • (16.74) EXISTING - STOCKADE FENCE �'- EXISTING DIRT I ° (16.74) y DRIVEWAY �� `'' RD -2 ELL ® x ` ® TO REMAIN \ \ ` EXISTING WATER LINE \ / - ® :" -\- 0 PROPOSED 50 EXISTING TEST o.. TEMPORARY (16.02)-X- TO BE ABANDONED ELECTRIC HOLE$ PROPOSED 8'DIA.X 4'HT. CONSTRUCTION -:: ` — — _ METER ® DRYWELL(SEE DETAIL 1) (SEE DETAIL 3) (15.07) — . — . — — — ° - - � PROPOSED PROJECT LIMITIN \ PROPOSED - STAKED HAYBALES ALONG UNDERGROUND PROPOSED \ / \ ELECTRIC LINE BASEMENT 1 LIMIT OF CLEARING, \ ( 1 (15.24) ® ACCESS LP , GROUND DI; \ - (SI :(16.37). ;` :; \ \ / / \ 1 (14.77) EXISTING SHED _ TO BE REMOVED ! / \ PROPOSED \1 SANRESIDENCE SANITARY SYSTEM ' ( LP \ DESIGNED BY ; FFE:16.0 - \ OTHERS PROPOSED SEPTIC CLEAN-OUT EXISTING I EP ` G \ DECK ® X \ .; �\ / X(15.75) ® (15.37) (17.04) +15.92 v �' 4 \ BS 15.42; PROPOSED \ PROPOSED GARAGE /STAGING \ STOOP t FFE:17.1 AREA 7 PROPOSED \ [STING TREE OVERHANG TO REMAIN ® L- X(14.98) (16.63) (TYPICAL) X 1 (15.47)X AN, ® (15:1)X 0 / TO TOPSOIL / RD -3 STOCKPILE \ % AREA / (15.33) \ + i ® 1 RD -1 o CONCRETE\ i� / '15.57) TPROPOSED 8'DIA.X 4'HT. \ / N WASHOUT '� % / DRYWELL(SEE DETAIL 1) \ / AREA PROPOSED 8'DIA.X 4'HT. DRYWELL(SEE DETAIL 1) O 116.991 EXISTING UTILITY POLE N I C H O LS O N I RESIDENCE I I 8100 Indian Neck Road �POST+RAIL Peconic, New York EXISTING EXISTING DRAIN INLET `e FENCE ` EXISTING UNDERGROUND (12.11)X (4.03) ELECTRICAL LINE -316.17 I i EXISTING SANITARY SYSTEM TO BE - ABANDONED IN ACCORDANCE - (6.04) I WITH S.C.D.H.S.STANDARDS (12.77) (9.28) N 3 (16.05) (15.26) EDGE OF PAVEMENT }; Z-0 ao E ISTINGATER W -- - -- - -- - - \ \ (12.47) MAIN o `'N \✓' _ o i - EXISTING \ (15.64)X POST+RAIL (13.83) h FENCE _ EXISTING POST+ Marshall RAIL FENCE paetzel l N I EXISTING - "� ~ _ EXISTING (� PROPOSED WA7ER LINE \ ° --� I o LANDSCAPE ARCHITECTURE WATER METER .� , IRRIGATION ' '� CONTROL BOX EX.WELL TO BE -�- - _ . - - ' - ' NORTH FORK HAMPTONS „- N 47,06'20' ABANDONED O ` �' i 5175 Route 48 PO Box 1397 _ _ PROPOSED (16.01) - -► ; PROPOSED MATER LINE ® ® �:";• ' ' Mattituck,NY 11952 530 MontaukHwy,#203 HAYBALES+/OR -X EXISTING Amagansett NY 1100 EXISTING - SILT FENCE .,�►�- (16.74) 1 STOCKADE FENCE I phone: (631)209-2410 •�► : - STOCKADE FENCE I fax: (631)315-5000 (17.70) email: mailQmplastudio.com \ \ EXISTING DIRT / ^\ © DRAINAGE 1,NSPECTIONS AnE nioulnm) (16.74) DRIVEWAY RD -2 1 ® © I Contact TOS Engineering at 765X560 before LOT 1 SURVEYOR: EX.WELL © . \ X \ TO REMAIN \ / ° Backfill, OR Provide En � � \ �" ! / that the drainage Engineer's Certification Young 8�Young Surveyors I \ EXISTING WATER LINE EXISTING TEST I - alnage has been installed to Code, Howard W. Young PROPOSED 50' . (�b 02�X \ _ �TO BE ABANDONED o TEMPORARY _ ELECTRIC HOLE$ 400 Ostrander Avenue PROPOSED 8'DIA.X 4'HT. I n _ METER DRYWELL(SEE DETAIL 1) I 3I Riverhead, NY 11901 o` CONSTRUCTION \ - _ - - - ' a _ - - _ - _ .' " , &SEDIMENT CONTROLS Office: (631) 727-2303 ACCESS --- ' � ' � � � EROSION � 1 �" Shall include but not be limited to: 1 (SEE DETAIL 3) ( 5.07) � PROPOSED PROJECT LIMITING FENCE& ''� ,' .o PROPOSED� �•'� UNDERGROUND PROPOSED STAKED HAYBALES ALONG PROPOSED � /\ A well maintained Construction ntra y BASEMENT LIMIT OF CLEARING,GRADING+ �. nCe, / ELECTRIC LINE ACCESS GROUND DISTURBANCE © I ! Wire Backed Silt Fencing, stabilization& ' (15.24) 0 ` (SEE DETAIL 2) �Q i/ Seeding of ex ( LP 1 / © j 8 posed and or inactive soils, -(14.77) ` X I (16.37) _ X -- (13.82) / ` ? w Y APPROVAL OF STORMWATER EXISTING SHED MIANAGEME X TO BE REMOVED-~ PROPOSED / RESIDENCE I lY i Z CO""iR l PLAN - E / SANITARY SYSTEM ( ST FFE:16.0 O 1 ,Q; m O n Ode I ( LP `, DESIGNED BY / i ' m Date: pt r 236 / OTHERS APAroVed by: \` / X PROPOSED SEPTIC IO "` L REVISED CLEAN-OUT EXISTING / �g I EP v ® DECK m ! 414 ® x / ® X(15.75) 0 I (17.04) \ / (15.37) + 15.92 -f' '® ` I i (6.23) IBS 15.42+ I PROPOSED PROPOSED \ STOOP 1 I (13.60) I I GARAGE STAGING _- I I �' SITE DATA: FFE:17.1 AREA PROPOSED � 3 7 /EXISTING TREE O OVERHANG 1 I f X(14.98) I `' SCTM#: 1000-86-07-09 TO REMAIN ( 1 � I � � . (16.63) (TYPICAL) I I I a Lot Area: 33,145 SF (or J6 acres) X ® 1 PROPOSED(2) 18"SQ. Zoning District: R-80 (15.47)X NDS CATCH BASINS I j WITH RAIN CHAINS I i' ., ' (15.99)X (SEE DETAIL 4) O EXISTING TREE TO BE REMOVED I ' J y I I TIE LINE ALONG APPROXIMATE r-- 1 PROPOSED /� ) {X x 114 I ^ ' ,�,%,.1,�_i" HIGH WATER MARK BY MSL '� `� lei 4"SDR 35 PIPE(TYP.) (TYPICAL) -_ ELEVATION 02/18/15 I i \ (14.78) (14.07) �� I NOTES: LANDWARD LIMIT OF BEACH AT RD -3 I SEAWARD TOE OF CONCRETE SEAWALL 1. Existing Conditions+ Proposed Sanitary / j p prepared by LU i TOPSOIL / I ! EXISTING information based on ma o i STOCKPILE _ CONCRETE SEAWALL Young+Young Surveyors dated (15.33) \ o I last revised November 14,2017. AREA rr \� ' PROPOSED 15'W. Z © I RD -1 ' o CONCRETE `� i' (15.57) PROPOSED 8'DIA.X 4'HT. I j ,v >,, 2. This drawing is for the purpose of o WASHOUT �� DRYWELL(SEE DETAIL 1) LANDSCAPED BUFFER EXISTING STEPS I CONSTRUCTION. c� ' \y TO WATER I \ J� AREA -_____- � PROPOSED PATH •� obtaining permits Only. NOT FOR TO EXISTING STEPS O i (6.03) I 3. Unauthorized alteration of this plan is a PROPOSED 8'DIA.X N HT. O / j I violation of NYS Education Law. DRYWELL(SEE DETAIL 1) v (16.99) EXISTING FENCE / X X(16.25) ° TO BE REMOVED • / ,\ `' ',\` / \ / (17.84) N 36°26'20"W 292.69' N 36°26'20"W 7- � 303.93' I I PRECAST TRAFFIC REVISIONS SDR 35 PVC INLET PIPE BEARING CONCRETE IN. Drainage Calculations and Structure Schedule DATE DESCRIPTION DOME OR SLAB TOP BUT SUFFICIENT TO KEEP SEE PLAN FOR PIPE SIZE SEDIMENT ON SITE Drainage 07.09.18 ADD RAIN CHAIN+CATCH GRADE HAY BALE AND/OR CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED 2'-0"MAX SILT FENCING 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. Structure Size Elevation Invert In Invert Out BASIN DETAIL. TOP OF DRYWELL SDR 35 PVC SEE PLAN FOR FILL TO 18"(MIN.)ABOVE EXISTING GRADE FOR DRAINAGE ❑ ❑ o ❑ ❑ ELEVATION Proposed Garage 690 sf 100% OVERFLOW PIPE SEE ❑ ❑ o ❑ ❑ ) p g ( @ ) PLAN FOR PIPE SIZE ❑ ❑ o ❑ ❑ BACKFILL 3'-0"MINIMUM A = 690 SF x 2" rainfall (.167) =115.2 CF/8'Dia. Drywell (42.3)=2.7'depth req'd ❑ ❑ ❑ AROUND DRYWELL WITH =_ M O RD-1 8'Dia x 4'depth ❑ ❑ o ❑ ❑ 1 4"-1 z"MEDIUM COARSE A 4'depth provided ❑ o ❑ ❑ SAND/GRAVEL y o ❑ ❑ o ❑ ❑ o D 0 o Proposed Residence(1410sf @ 100%) ❑ ❑ o PRECAST CONCRETE 0 1410 SF x 2"rainfall (.167)=235.5 CF/8'Dia. Drywell (42.3)=5.6'depth req'd s e a / 2'-0"MIN STORM DRAIN RING M X TEST HOLE DATA �oSc HEIGHT AND DIAMETER D RD-3 8' Dia x 4'depth �� PRSHq qA GROUND WATER LINE AS INDICATED ON PLAN � NON-RATEABLE SOIL 6-0"MIN NOTES; CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED (TEST HOLE DUG BYMCDONALD vi WOVEN WIRE FENCE HAY BALE AND/OR /4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. RAIN CHAIN GEOSCIENCE ON MARCH 2,2017) 8' depth provided CLEAN MEDIUM SILT FENCING FILL TO 18"(MIN.)ABOVE EXISTING GRADE FOR DRAINAGE EL, 16,4' SAND AND GRAVEL- DRYWELL TO BE INSTALLED 12"x2"OPENINGS-14 GAUGE SET 3/8'X 4"RAW STEEL EDGING 0.0' } s I COARSE FILL RATEABLE SOIL 48"MIN.FENCE POSTS,DRIVEN EXISTING GRADE 2'"ABOVE CATCH BASIN GRATE ' CLEAN MEDIUM AS PER STATE AND LOCAL CODES MA a OL DARK BROWN L E G E N D P S MIN.18"INTO GROUND. NTER ROAD INSTALL 2"THICKNESS OF SANDY LOAM COARSE BACKFILL SEE PLAN FOR WIDTH AND DEPTH POST TO BE EITHER STEEL PEBBLES(TBD)OVER GRATE OR 2"HARDWOOD �'S may' D01856 SECURE RAIN CHAIN TO CENTER OF / T Ci' 04RICAST CONCRETE DRYWELL F 0TEMIORARY CONSTRUCTION ENTRANCE NDS 1813 CAST IRON GRATE BROWN SILTY -- PROPERTY LINE `Dw-j PROPOSED DRYWELL F OF NENI,� = SM Section Not to Scale w Section Not to Scale SAND _Z w S 0, [TOP OF EMBANKMENT `ST PROPOSED SEPTIC TANK TITLE: 5TOPSOIL+PLANTING #5 WELDED TO EDGING - STORMWATER PALE BROWN BOTTOM OF EMBANKMENT LP PROPOSED LEACHING POOL co� _ � _ FINE SAND FSO 3,500 PSI CONCRETE1-MSP TO MEDIUM - SAND © EXISTING TREE TO REMAIN / PIPED TO DRYWELL EP PROPOSED EXPANSION POOL MANAGEMENT GEOTExrILE [i� 10.0' ( EXISTING TREE TO BE REMOVED / TIED TO WIRE FENCING NDS#1242,#1243+ CONTROL PLAN N 12'k4"OPENINGS _'I I 'I ---' -_ � - WIRE FENCE #1245 UNIVERSAL 48"FENCE POST LOCKING OUTLET TWIST 'i _ _ TIE LINE ALONG APPARENT F - di EXISTING COMPACTED SOIL 8'O.C. LOCK INTO POSITION PALE BROWNEXISTING WATER LINE -' � �� SP HIGH WATER MARK TO BE ABANDONED STRAW BALE AT ANY KNOCK OUT _ FINE SAND GRADE GEOTEXTILE PROPOSED PROJECT TO BE BURIED XISTING GRADE FITS 3"+4"SOLID II_ - ,' PROPOSED WATER LINE Q 5 10 IN GROUND, WALL OR 6" 15.9' LIMITING FENCE S SHOWN CORRUGATED PIPE ,- 1 ---- PROPOSED 15' W. EXISTING UNDERGROUNDrq� oR, k 4"cRusHED s70NE BASE ---i WATER IN LANDSCAPED BUFFER ELECTRICAL LINE Scale 1"=10'-o" N 2"x2'k36"WOOD STAKES SP PALE BROWN . RIVEN MIN. 12"BELOW COMPACTED DRAWN BY: STRAW BALE SUBGRADE 7 FINE SAND (5) - - EXISTING CONTOUR PROPOSED UNDERGROUND S.PAETZEL,RLA / ELECTRICAL LINE DATE:2018.01.24 SWMCP-1 Z 01� . REVISED:2018.07.09SILT FENCE ' HIGHEST EXPECTED 250,SQ. NDS CATCH BASIN WITH RAIN CHAIN x(14.0) EXISTING SPOT ELEVATION ction Not to Scale Section Not to Scale GW EL=0.6 + 16.0 PROPOSED SPOT ELEVATION SHEET 1 OF 1 NOTES �o AREA"= 33,145 SQ. FT. VA 1 �e SEE FLOOD INSURANCE RATE MAP PANEL NO.3610300164 H N LAST DATED SEPT.25,2009. �g zo oA s a mz 16.22 W ) E 1"1.27+ � ap is O �� 70 m o -(411 qD qq p in w _$ 0 � qry. qv '3 16.05 ^0 16.01 + 37 °'� DI° I .4 ' 4 K qg � 40 s �i , �z a q tg s q le J , • f� i� .O 5 7\ TKq 0 z 0 VJ. I {� Hyl 2 A /. 6o I 7 \b. /''• r7� o. \pb� p 12.-M •2'+ � `y 7 Vp / / _- V o 15 •6.1 3 \off � � x m oz �'Itsh q ` ` \\\°10 aj Q"11 12.11 �9 ` 8 000, J ` \ 37tW 01 N" ^ mM \ 14. \ / . /�,� y gym, \ 15.60r .03 a O J \ 631 /� yloll \b .8�/ •G C` o \ ,#!6.,#!6.0565 ,p10000 � 0 7 10 } \t p \ /� 6.03 �� / //��� / 1 Pa z a T FIRM ZONE BOUNDARY LINE \ /, �m o \ / / AS SCALED FROM FLOOD , '\\V y o \ 6� // INSURANCE RATE MAP , ` �O l� 6.14 GBRS AREA o ® ESTABLISHED 11/01/1990 o ® m AK \ yj \ , Z Z ® �O 0 O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET e= STAKE FOUND DI -DRAINAGE INLET S. suputY FOR g A 400 Ostrander Avenue,Riverhead,New York 11901 ^ tel.631."1272303 fax.631.-12,7.0144 /� �A admin®youngengineering.com JAN N I CHOL50N �z at Peconfo, Town of Southold � HowSuffolk County, New York _ard W.Young,Land Surveyor � o 0 Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer BUILDING PERMIT SURVEY Robert G.Tast,Architect g County Tax Map Dmtrlct 1000 section 86 Blow O'1 Loc Oct' F m m�wg z ;o SURVEYOR'S CERTIFICATION FIELD SURVEY COMPLETED OCT.30,2013 go •WE HEREBY CERTIFY TO,JAN N I CH O LS OK,- . -- I , MAP PREPARED NOV.01,2013 0 SURVEY WAS PREPARED IN ACCORDANCE WIT O j Record of Revisionse PRACTICE FOR LAND SURVEYS ADOPTED B E.ISEJ1 5 RECORD OF REVISIONS DAA o ASSOCIATION OF PROFESSIONAL LAND a ''� =o �t����, 1\i0oa AMENDED BULKHEAD LABEL NOV. 15.2013 gm i ��a,ti.• ii \ INDICATED FIRM ZONE DATA NOV,21,201 os iwl 40 O 20 40 60 8 S �° `.?i ' � . p r Scal®: I° = 401 od HOWARD W.YOUNG, .5.L.S.N0,45893 , f B NO.2013-0211 +:may j UN DWG.2013_021I�p I OF I o ..�' '\ z PLOTTED BY:Diana Lopez PLOT DATE Nov 21, 2013— 2:31pm DWG FILE R:\2013\2013-0211\dwg\2013-0211,�p.dwg NICHOLSON RESIDENCE 8100 LNDTAN NECK LANE PECONIC,NEW YORK Robert G.Madey Architects 59 Sq—L.- W., Islip,New York 11795 (631)537.9601 f_(631)669-7994 MADEYARCHITECTC G.MAH,.COM /7 N NOTE SITE INFORMATION TAKEN FROM SURVEY PREPARED BY HOWARD W. "DUNG LAND SURVEYOR DATED 11-13-2013 PECONIC, TOWN OF SOUTHOLD, SUFFOLK COI;NTY, NY LOT AA = 87296.5 SF SEC. 86 BLOCK. 07 LOT # 09 � n 90 EXISTING LOT COVERAGE(UP TO BULKHEAD) EXrSTING HOUSE: 1526.68 sq.ft �'\ COA EXSTING GARAGE: 145.86 sq.It EXISTING DECKS: 5198 sa.It 2194.34 sq.It AREA OF LOT(UP TO SULKHEAD):27947 aq It TOTAL EXISTING LOT COVE:l4GE=7.8 PROPOSED LOT COVERAGE( UP TO BULKHEAD) PROPOSED 125.93.HOUSE: 3 6 . t D / PROPOSED GARAGE: sIsqq It 3923.8 sq.fl AREA OF LOT(UP TO BULKHEAD):27947 sq.It ` TOTAL PROPOSED COVERAGE= 147. All FINAL MAP % 6b �1 REVIEWED BY ZBA / 2L' G� Qj� SEE DECISION# Q X��C DATED 1 75'S?TRACK OCT.7,2014 ".ECEIJE© SITE PLAN OCT 2 s zor SOARD OF APPEALS SKI —2.'–C "-27.2014 HEALTH DEPARTMENT USE 400 Ostrander Avenue, RIv-3rhead, New York 11101cz tel. 631."12"1:233 fax. 631.72'7.0144 admen®yc:'�lgenglneering.com Howard W. Young, Land 5urvEUor $§ Thomas C. Nolpert, Professional Englneer clg Douglas E. Adams, Professional Engineer � o� \ orELL _ _ (Dwellln�) Robert C. Tost, Architect $ A .AUG 1 2017 6 ° so 2 A- lbs y g �01 Z<`` SE MON A-A T•� PROPOSED \V \ I NATER SERVICE SCALE, I' = 10' 8= ` SANITARY SYSTEM A� PROPOSED 206 S.F. I STORY ADDITION > (WITHIN FOOTPRINT OF EXISTING DECK A / � PORTION OF DNELLINb TO BE REMOVED) o g C O EXIST.SANITARY SYSTEM TO BE g +16.4Ib.1 s�`. ° ABANDONED IN A ,00RDANGE WITH p ? d� + m 0 5.0.D.H.5.5TANDARD5 k\�^ '(�-( 16.0+� A��p� 16 R.D 01 c �6GjpP� N +1.7.016.6 + 1 . ryb FRAME SHED �Sr• 9�c�T/�c \yO�p��tp` g fro 3E vEM0Li5HED) TH,` A\, .o° �S�g "Y ~J� o'�o°`co\�1 op 169 / O 15.2 O \;� 1< � � 'v-0 o°P�\oC PORTIONS OF EXISTING I6.oPROPOSED r } a ® \LAAO A i I STORY DWELLINb TO BE i OVERHANG ��10 R TEMPORARILY RAISED FOR 15.4 �' ewe qti ® � �o $$ IN-PLACE REPLACEMENT OF tb.o 15.1 O G$F`,Ppv CONC.FOUNDATION(MAINTAIN , \\ RVA2 EX.RIOSE HEIGHTS} A 159 S °i�� , PROPOSED 3 5A5EMENT ® +A9 y� �j4. ?9 15.6 4.8 ACCESS ® Ujp® e 'ico i STAIRS0 to N91 i R.D.#5 15.0 `. REPAIRED EX.NOOD DEG TO AGEDE \9 0 12. IN AS NEEDED 1Ul 9l� \ /1 14.9+ ` 9 APPROXIMATE 330 S.F. �'� ` �\�J +193 ® r�•C``J PORTION OF EXISTINb o I STORY HOUSE A 2114 S.F. DECK TO BE DEMOLISHED b REMOVED 12 B �q� + \\ ®_,��y1 6.0 40 = toe N. F$ �nJ Ca9 � 14.1 PROJECT LIMITINS FENCE d STAKED p HAYBALES ALONG PROPOSED LIMIT fj e• i .b/� / / �, P� �, gg OF CLEARINS,GRADIDISTURBRANGE 9 �3, \ry / 2 CPI P $ FIRM ZONE BOUNDARY LINES I )// A5 SCALED FROM FLOODF OO 8 INSURANCE RATE MAP 1�4 4.4 YF ,\ 2�j` 1 ° v0"61-'O o$ > Ac��/ ,\ \VW�++2 j/ kro•\,`�Gj ap��c� "� moo "% 9 �`�`t\ �,\ �P�� —� R ti J/�-/ 3 �� `� c�ti MI5 g o / 2.7 + / 011�a NOTE � 0 TOTAL AREA = 31,915 SF AREA SEAWARD OF CONCRETE SEAALL SF � Wr BUILDABLE LAND = 28,1411 SF EXISTING HOUSE b DECKS = 2)050 SF , SURVEY FOR PORTIONS OF EX.HOUSE TO REMAIN - 1,206 5F JAN N I CHOLSON PROPOSED ADDITION = lob SF at Peconfc, Town of Southoldo PROPOSED OVERHAN(9 - 45 SFSuffolk Count New York EX.DECK TO REMAIN = 215 SF y, PROPOSED SARAGE = 600 SF AM LOT COVERAGE = 2 77 SF/26,149 5F = 6.041% BUILDING PERMIT SURVEY g County Tax Map D1strlct 1000 section 86 Block 01 Lot 09 FLOOD INSURANCE RATE MAP PANEL N0.9610360164 H LAST DATED �oe�sAe go SEPT.25,200q. t FIELD SURVEY COMPLETED OCT.30,2013 VERTICAL DATUM = N.A.V.DATUM(1988) MAP PREPARED JAN.25,201-7 g TOTAL NUMBER OF BEDROOMS --��= 2 $� SURVEYOR'S CERTIFICATION ,°P_ . , B Record of Revl51=5 g o ' WE HEREBY CERTIFY TO J AN N I C H O L-S Tfj¢Tj T141" 'i AMEND BLDb.PERMIT DATA FEB.OI.201.1 EY SURVAAS PREPARED IN AGGORDANGE;YVI T `. DE OF ELEVATIONS d CONTOURS FEB.21.2011 �> PRACTICE FOR LAND SURVEYS ADOPTED)B ,T 'NEW YCtRIZ 5TAT1^ GENERAL AMENDMENTS MAR.Ob,201 1 $E ASSOCIATION OF PROFESSIONAL LAND SUR :: v 1 It, GENERAL AMENDMENTS APR.28.201? > ADDRESSED ENGONSULTANTS COMMENTS MAY 22.201? >_ R/�,dt. I"l '\ �`✓ ,�j✓ �C 40 o 20 40 50 8$ HOWARD W.YOUNG,N. .S.NO.45 JOB NO.2016-0175 Scale: I" = 40' o� • �"'��-..•--••' cr V` O = MONUMENT SET ■= MONUMENT FOUNPIKA=$TASTAKE FOUND DI -DRAINAGPp is.INLET Db.2015-0211_bp I OF 2 iRg PLOTTED BY:Diana Lopez PLOT DATE: Jul 19. 2017 - 12:06pm DWG FILE: R:\2013\2013_0211\dwg\2013-0211-bp.dwg HEALTH DEPARTMENT USEo 400 Ostrander Avenue, Riverhead, New York 11101 tel. 651."121.2505 fax. 65112'1.0144 admin@youngengineering.com g $ Howard IN. Young, Land Surveyor €o Thomas C. YNolpert, Professional Engineer �$ Douglas E. Adams, Professional Engineer �o Robert 0. Tast, Architect F> pg TEST HOLE 9 BY McDONALD GE05GIENGE $ DATE, MAR.02,201'1 G MAXIMUM ELEVATION EL-16.4 0.0' o1; OF TOP OF BANK DARK BROWN =m EL=13.60 SANDY LOAM m TOP OF (OW oS' SEAWALL S32% EL=6.03 BROWN SILTYSAND m a SCOAF EL=6.15 (Sm) P TOE OF y SEAWALL/BANK PALE BROWN EL=4.03 FINE SAND <t TO MEDIUM 8� SAND !� 14' 15' (5P) 10.0' z PALE BROWN X10 FINE SAND (SP) $ 15.9' s WATER IN $ PALE BROWN $A$ FINE SAND 9 SECTION A-A (SP) $ CV? Poeroe 25.0' SCALE, I" = 10' o HIGHEST EXPECTED g GW EL=0.6 g o� �m DRAINAGE DE516N CRITERIA r $ 4 CALCULATION5 �9 V = ARG og A = AREA OF TRIBUTARY (5.F.) U R = RAINFALL (FT.) G = COEFFICIENT OF RUNOFF R.D. #1 -- - - REQUIRED -`o ROOF = 6Do00 SFX 2/12 X I.O = 100 OF m �m V DIA.DRYWELL WITH A GAPAGITY of 42.24 CF/\/F $6 100 OF/4224 CF/VF = 1.2 VF REQUIRED >o PROVIDED o In USE(1) -V DIA.X 3'DEEP DRYWELL = 12'1 OF rg $ R.D. #2 $ REQUIRED ROOF - 810 5F X 2/12 X 1.0 = 155 OF rj �8'DIA.DRYWELL WITH A CAPACITY OF 42.24 GF/VF 155 GF/4224 CF/VF = 52 VF REQUIRED AUGu 3 2011 F PROVIDED y m m USE(1)-5'121A.X W DEEP DRYWELL = 169 OF y $BYg : R.D. #3 REQUIRED Q ROOF = 690 SF X 2/12 X 1.0 = 115 GF ' g� 8'DIA.12RYINELL WITH A CAPACITY OF 42.24 CF/VF 115 OF/42.24 CF/VF,= 2.1 VF REQUIRED PROVIDED 9 USE(1)-V DIA.X 4'DEEP ORYWELL = Ib9 OF m= $�O z �o �m z NOTE roes e°oe m m TOTAL AREA - SI,915 SF € AREA SEAWARD OF CONCRETE SEAWALL - 3,"166 SP c BUILDABLE LAND - 28,149 SF N 1. EXISTING HOUSE d DECKS = 2,050 SF as 5URVEY FOR y PORTIONS OF EX.HOUSE TO REMAIN 1,206 5F JAN NICHOL50N PROPOSED ADDITION = 208 SF PROPOSED OVERHANG = 45 SF �$ EX.DECK TO REMAIN 216 SF At PeGonia, Town of Southold $ PROPOSED GARAGE 600 5F Suffolk County, New York LOT COVERAGE - 2,2-M SF/28,149 SF - S.Oq% BUILDING PERMIT SURVEY a FLOOD INSURANCE RATE MAP PANEL NO.3610360164 H LAST DATED � SEPT.25,2009• County Tax Map Dietrld 1000 Section 86 Block O l Lot 09 31 o VERTICAL DATUM = N.A.V.DATUM(1988) FIELD SURVEY COMPLETEDOCT.50,2013 $FR TOTAL NUMBERS OF BEDROOMS = 2 MAP PREPARED JAN.25,201.7 (; SURVEYOR'S GERTir-iq*J'I?5& N E W W y e •WE HEREBY CERTIFY TO JA N N I C H O'L 4�I/KT THIS J- '� Record of Revisions g o SURVEY WAS PREPARED IN ACCORDANOtOj AMEND BLDG.PERMIT DATA FEB.01.2011 PRACTICE FOR LAND SURVEYS ADOPTED B Tf WTA�F ELEVATIONS Q CONTOURS FEB.21,2011 0 A550 1ATION OF PROFESSIONAL LAND-'SU�i '= `• GENERAL AMENDMENTS MAR.06.2011 $ t .^ a '? ;. '•t GENERAL AMENDMENTS APR.28.2011 >m ADDRESSED ENGONSULTANTS COMMENTS MAY 22.2011 > 40 0 20 40 80 9$ HOWARD W.YOUNG,N.Y. .5.NO.45 n _ ' `y iAiv^ J Jae NO.2016-0115 5GQlei I - 40 �n O - MONUMENT SET ■= MONUMENT FOUND 16 T A= STAKE'FOUND DI -DRAINAGE INLET DWG.2015_021I_bp 2 OF 2 ^g PLOTTED BY.Diana Lopez PLOT DATE Jul 19, 2017 — 12:06pm DWG WE: R:\2013\2013_0211\dwg\2013-0211—bp.dwg 400 Ostrander Avenue, Riverhead, New York IIa01 91 tel. 651.12'7.2503 fax. 651.12-1.0144 admin@youngengtneertng:com 4 4 OCT 1 3 20178 Howard W. Young, Land Surveyor Q8 Thomas G. Wolpert, Professional Engineer ;g Douglas E. Adams, Professional Engineer Sthold Town r use °HELL _ _ (Dwelling) Robert G. Tast, ArchitectBo s HEALTH DEPARTMENT USE -.APPROVED BY �y BOARD'OF TRUSTEES A gm O " TOWN OF SOUTHOLD soya b DATE 2,017 G S 0�4IS' �t -7.1PROPosED \\U O WATER SERVICE g o 00 0 " '\'(\ +� PROPOSED \K,`(` Q`Q• \ SANITARY SYSTEM I' �N0 PROPOSED 206 S.F. I STORY ADDITION ( 0 ' (WITHIN FOOTPRINT OF EXISTING DECK t 9y ; 1 � PORTION OF DWELLING TO BE REMOVED) ° EXIST.SANITARY SYSTEM TO BE �� go��°$ v+6.4 16.+ ,Q\• �O ABANDONED IN ACCORDANCE WITH �g 0- ISS S.C.DAS.STANDARDS 3A 15 RA M116.6 +no tib FRAME SHED (TO BE D V01.15HED) TIX 6 / 16S1200 ML br 152 �l 0 f' 1 c\"!�I PORTIONS OF EXISTING 16.0 OVERRH . //ij r + A ' 000g0 I STORY DWELLING TO BE / `a% ryAQI " TEMPORARILY RAISED.FOR 15.4 IN-PLACE REPLACEMENT OF Ib.o Is.l 6� GONG.FOUNDATION(MAINTAIN O, `� III RD.M2 ss EX.RIDGE HEI6HTSr , /A6 /PROPOSED !d'4 ° A 400' 0 ep. �a, . �' BASEMENT I 1 > X 15A9 0. ACCESS 0 STAIRS �.. o \ Isb ` I55 .DAS 15.o REX.WOOD DWr,TO BE- 0 � o p \� REPAIREDAGED 12.1 � � � �\ `\ AS NEEDED ( ��� o`2p�� 14.0+ \/�, I i ' 9�� I � ` 6) S"o APPROXIMATE 330 S.F. A � /� +190' /� ♦ �� PORTION OF EXISTINbQ;os , \ / �� J35 +5., 1 STORY HOUSE 4 244 S.F. \�` \Z� / /// ♦ s DECK TO BE DEMOLISHED 4 �y �7 REMOVED y2 1[ / + ` �t a ,,.� �// 6.0 4.0 = toe ♦ 2 14.1 \,i' �P�paVf �����0� +2.9 ` z O*" 8 PROJECT LIMITING FENCE 4 STAKED S 0@ ' 1 i `` j! 'Opt? / HAYBALES ALONG PROPOSED LIMIT ��• �� \ �. / 0/M"" // ?9@, Try P� g OF CLEARING,GRADING 4 GROUND 9 / 3. �P .2 DISTURBANCE / / 2.9 FIRM ZONE BOUNDARY LINES \ / AS SCALED FROM FLOOD Is. / p0/ , \ / ���Q� \�\'��CP g INSURANCE RATE MAP4.4 P. 00 ° I0 / 6.o V NOTE TOTAL AREA =31,915 5F , �/O\` AREA SEAWARD OF CONCRETE SEAWALL =3,966 SF V " BUILDABLE LAND = 28,149 SF EXISTING HOUSE 4 DECKS = 2,050 SF SURVEY FOR ^ 0 PORTIONS OF EX.HOUSE TO REMAIN a 1,206 SF JAN N I CHOLSON PROPOSED ADDITION = 206 SF at Peconic, Town of Southold $� PROPOSED OVERHANG = 45 SF Suffolk County, New York EX.DECK TO REMAIN = 218 SF PROPOSED GARAGE = 600 SF LOT COVERAGE 2 11 SF/28,149 SF= 8.041% BUILDING PERMIT SURVEY 1 Count Tax Ma District 1000 section 66 Block 0'i Lot .Oct FLOOD INSURANCE RATE MAP PANEL No.3610360164 H LAST DATED y p ��� g� SEPT'25,200x' FIELD SURVEY COMPLETED OCT.30,2013 =1. VERTICAL DATUM = N.A.V.DATUM(1988) MAP PREPARED JAN.25,201-7 g' TOTAL NUMBER OF BEDROOMS 2 g SURVEYOR'S GERTIFIGAT - r 1 Record of Revisions ; 0 WE HEREBY CERTIFY TO JAN NICHCL5 • !r_�}{`� 154�J• O AMEND 51_06.PERMIT DATA FEB.01,2019 SURVEY WAS PREPARED IN ACCORDANCE Al . .D OF \ !" ELEVATIONS 4 CONTOURS FEB.21.2019 > PRACTICE FOR LAND SURVEYS ADOPTED B THE.NEkl YORK GENERAL AMENDMENTS MAR.06.2011 ASSOCIATION OF PROFESSIONAL LAND SUR ORS.' ? GENERAL AMENDMENTS APR.28.2011 > ADDRESSED ENCONSULTANT5 COMMENTS MAY 22,201 >c ,1 LANDSCAPED BUFFER OCT. 12,201 9 40 O 20 40 80 13- �: HOWARD W.YOUNG,N.Y.S. •.S NO.4589 cl��3 - g Scale: I - 40 JOB NO.2016-0115 n O = MONUMENT SET ■= MONUMENT FOUND '�= TPKtiE\SE� rJ� STAKE FOUND DI -DRAINAGE INLET DWG.2013-0211—bp I OF 2 g PLI F Diana Lopez PLOT DATE Oct 12, 20117- 3:0 m DWG FILE { 4p R:\2013\20130211\dwg\20130211bp.dwg\dwg\2013_0211 bp.dwg �-z t HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York 11101 to]. 631.72"1.2303 fax. 631.'127.0144 adminayoungengineering:com -m ouq > �D �g �o op Howard W. Young, Land Surveyor K t, Thomas G. Aolpert, Professional Engineer og Douglas E. Adams, Professional Engineer mo 9 m y Robert G. Tost, Architect MAXIMUM ELEVATION �A OF TOP OF BANK EL=13.60 m g TOP OF, A SEAWALL S32 0 S, EL=6.03 o EL=6.15 A� TOE OF a SEAWALL/BANK EL=4.03 x^ �m mf 14' 15 " o� SECTION A-A m� �o srme,tx�e � PROPOSED SCALE, r' = 10' 0 g s HOUSE <£ s� 10.00' 15.00' FINISHED FLOOR 4g fn EL=16.0 FINISHED GRADE >s 0 G.I.COVER EL-15.4 EL=15.6 EL=15.8 00 O LlI'MIN. :F 2'MAX. I'MIN. 9 4" DIA PVC 2'MAX. �9 4" DIA PVC y� IE=11.45 PIPE a 2.0041 IE=11.25 ,�,� PIPE 0 1.00% �o 0.50' FLOW LINE IE=10.'15 TIE=10.60 0.33' 0o. GLEAN OUT (CO) 1,200 SAK SEPTIC TANK (5T) mA 500 5F 5WA LEACHING POOL (LP) >s 150 SF SWQ FUTURE EXPANSION (FE) EL=4.6 M H16HEST z_ .> 8.00' EXPECTED SR. 8.00' GROUND WATER rt1 m 1,200 GAL. SEPTIC TANK (2) LEACHING POOLS EL=0.6 �9 (300 STOPPER OR END PLUS y SLATE OR OTHER WDRAUL I C PROFILE g SUITABLE COVER NTS-- - - - . >m DRAINAGE DE516N CRITERIA VARIES 4 CALCULATION5 V = ARG A AREA OF TRIBUTARY (S.F) � TEST HOLE R = RAINFALL (FT) Eq. G = COEFFICIENT OF RUNOFF I" 30 ELBOW SEWER PIPE BY McDONALD 6EOSGIENGE R D #I 84 4 DATE, MAR.02,201? 'v m REQUIRED g EL=16.4 0.01 ROOF = 600 SF X 2/12 X 1.0 = 100 GF Z o DARK BROWN zp SANDY LOAM 8'DIA.DRYWELL WITH A CAPACITY OF 42.24 CF/VF (OL) 100 GF/42.24 GFNr- = 1.2 VF REQUIRED gg 60 wYE 05' PROVIDED o BROWN SILT' USE(1)-V DIA.X.3'DEEP DRYWELL = 121 GF SAND CLEANOUT DETAIL (sM) a IRED =` 3 0' 'a FOR AREAS NOT SUBJECT TO VPALE BROWN VEHICULAR TRAFFIC FINE SAND ROOF = 610 SF X 2/12 X 1.0 = 135 GF TO MEDIUM V DIA.DRYWELL WITH A CAPACITY OF 42.24 GF/VF SAND 135 OF/42.24 CF/VF = 3.2 VF REQUIRED NOTE: 10.0' PROVIDED m CLEANOUT MUST BE INSTALLED ON .THE SEPTIC PALE BROWN USE(1) -8'DIA.X 4'DEEP DRYWELL = 1641 OF TANK INLET WA5TE LINE. ALL UTILITIES REQUIRE A FINE gz a V MIN. SEPARATION TO THE SEPTIC SYSTEM. R.D. #3Ez REQUIRED m NOTE 15 41 ROOF = 6410 SF X 2/12 X 1.0 = 115 GF - . WATER IN V DIA.DRYWELL WITH A CAPACITY OF 42.24 GF/VF TOTAL AREA = 31,4115 SF PALROW 115 GF/42.24 GF/VF = 2.1 VF REQUIRED ESAND AREA SEAWARD OF CONCRETE SEAWALL = 3,766 SF (SP) PROVIDED g� BUILDABLE LAND - 28,1441 SF 05E(1) 8'DIA.X 4'DEEP DRYWELL 1641 OF N 25.0' EXISTING HOUSE d DECKS = 2,050 5F HIGHEST EXPECTED x 6W EL=O.b SURVEY FOR 9,= PORTIONS OF EX.HOUSE TO REMAIN = 42065F PROPOSED ADDITION 208 5F JAN N I CHOL50N PROPOSED OVERHANG = 45 SF 42 EX.DECK TO REMAIN = 218 SF cit Peconic, Town of Southold y1 Suffolk County, New York PROPOSED GARAGE = 600 SF sob _ �o LOT COVERAGE c 2 71 5F/26,1441 SP = 8.041,05 x BUILDING PERMIT SURVEY FLOOD'INSURANGE RATE MAP PANEL NO.3610360164 H LAST DATED SEPT.251200q. County Tax Map Distriet 1000 section 8(7 Bock 0-1 Lot 0&1 �o VERTICAL DATUM = N.A.V.DATUM(14188) FIELD SURVEY COMPLETED OCT.30,2013 �m TOTAL NUMBERS OF BEDROOMS -e 3 _ 2 MAP PREPARED JAN.25,2011 g SURVEYOR'S GERTIFIGA.'flOr `vimwl 4-0 ' A r� ya, y O *WE HEREBY CERTIFY TO .JAN N 10 H O LS ,,'�N T'TWIs4U' Record of Revisions N� SURVEY WAS PREPARED IN ACCORDANCE WI ,6ODE Orci AMEND BLDG.PERMIT DATA FEB.01.2011 >m PRACTICE FOR LAND SURVEYS ADOPTED S THV°NENI YQ�C'STfkZE ELEVATIONS_4 CONTOURS FEB.21.2017 z> ASSOCIATION OF PROFESSIONAL LAND SUR QRS? 'v -.$Lh?s r C GENERAL AMENDMENTS MAR.Ob.2017 c,c F1 GENERAL AMENDMENTS APR.26,201 1 > `��� [� ADDRESSED ENGON5U1-TANTS COMMENTS MAY 22.2011 > "J ADDRESSED 502H5 NOIGA NO. I OCT. 11.2011 m„ _ 1 45 13 Scale; �,Tf`moi 40 0 20 40 bo HOWARD W.YOUNG,N.Y.5.L. . O.45893 l5 n ,_� Jt c` �f Scale: 1" = 40' � v f i`•J(� JOB NO.2016-0175 > O = MONUMENT SET ■= MONUMENT FOUND SET� O= STAKE FOUND DI -DRAINAGE INLET DW6.2013_0211_bp OF 2 o z c , PLOTTED BY:Diana Lopez PLOT DATE: Oct 31, 2017- 12:57pm DWG FILE: R:\2013\2013_0211\dwg\2013_0211bp.dwg 400 Ostrander Avenue, Riverhead, New York I M01 121'1 tel. 651.121.2505 fox. 651121.0144 '9 5 Alimindermne Lanust be in admIn@youngenginearing.com T 10 4 `40IM41 ou� �E 4 you� 1.2 CIXUPIO',ed fj z Howard A. Young, Land Surveyor P, Thomas 0. Aolpert, Professional Engineer ;5D i!R Douglas E. Adams, Professional Engineer 0yeLL (r,>Vqe ILIn Robert 0. Tast, Architect 2018 HEALTH DEPARTMENT U5E SUFF OLK COUNW DEPArRT 1,6ENT OF IMALTH SERVICES Ag MrPM F GIR,A-P MIR VALY,OF(;:0 NiST RUOr 10 W FOR A SUME FAMULT RESIDIE-NCE ONLY IT DATEjW" 201B F's NZ t ZA E APPROVED_— I., T, FORM ea , OF_+_BEDR00N1[S 02MS THREE E YEARS FIR,01M DATE OF Pd-TItOVAL g *<< _y IRRIGATION BOX o2 S 4� K "Ile HATER SERVICE TO BE ABAI�VONW '4__11 0 EXISTING ELECTRIC SERVICE 0 EXISTING ELECTRIC METER FOR PROPOSED UNDERGROUND ELECTRIC SERVICE A rRACR Nerp PROPOSED SANITARY SYSTEM PROPOSED UNV6ROUND ELECTRIC SERVICE R0 ,--PROPOSED WATER SERVICE PROPOSED 208 S.F. I STORY ADDITION r (WITHIN FOOTPRINT Or EXISTING DECK 6 .0 PORTION OF DWELLING To BE REMOVED) +16.4 + EXIST.SANITARY SYSTEM TO BE ABANDONED INzA ACCORDANCE WITH 5.CD.H.5.5TANPARDS RDA] & VAF--- t0b/ +1.7.0 X (0 FRAME SHED Oil (YO BE 17EMOL15HW) T\}I -k VIA- 61 ED.LAPS� 16.5 1_200 OAL ST 15.2 0 PROPOSED O PORTIONS O + *J* 10\1N41,10 OF EXISTING ',r'O+ VERHANG I STORY DWELLING TO BE R 15.4 TEMPORA ILY RAISED FOR IN-PLACE REPLACEMENT OF 16.0 1 .1 CONC.FOUNDATION(MAINTAIN RVA2 Ex.RIDGE HEIGHTS)' 15.5 /PROPOSED + ACCESS A BASEMENT 4.8 ' 4� STAIRS 13.5 0 to 0 & 15 A\\ C) zo 15.0 EX.AOODREDAZEFLACDEG r,TOED BE i RDA5 0 Mg PZPAI ;A., 12.1 AS NEEDED 0 14.0+ tK +15b APPROXIMATE 550 S.F. PORTION OF EXISTINGX3,7 jj� I STORY HOUSE il 2914 S.F. DECK TO BE DEMOLISHED 9 REMOVED oc"V l2b A ;2" < (1.0 4.0 too \0� + <, 14.1 C 5>, PROJECT LIMITING FENCE 4 STAKED HAY13ALES ALONG PROPOSED LIMIT OF CLEARING,GRADING 4 GROUND DISTURBANCE FIRM ZONE BOUNDARY LINES 2A dl '00 m^ AS SCALED FROM FLOOD INSURANCE RATE MAP 10 V 1/.44.a \ 70 q:g o 0 4 I t &.0 0 VVV+2.91 *of 0 b- 0 o. + 01� 09) Ea NOTE le % G gj c � & TOTAL AREA c: 51'.115 SF VN AREA SEAWARD OF CONCRETE SEAWALL = 5,166 5F BUILDABLE LAND = 25,149 SF EXISTING HOUSE 4 DECKS = 2,050 SF SURVEY r-op, PORTIONS OF EX.HOUSE To REMAIN = 1,206 SF JAN N I CHOL50N PROPOSED ADDITION = 208 SF C: at Per-onic., Town of Southold PROPOSED OVERHANG 45 5F n. 5uffolk County, New York EX.DECK TO REMAIN 215 SF PROPOSED SAR,&.&E = 600 SF 'ee® g BUILDING PERMIT SURVEY Al. LOT COVERAGE 2,217 SF 25,14q SF = 8.09.4'% .!q :X C-) FLOOD INSURANCE RATE MAP PANEL NO.9610500164 14 LAST DATED County Tax MOP District 1000 section 860 Block 01 Lot 011 ;Iz SEPT.25,2009. P I FIELD SURVEY COMPLETED OCT.30,2015 :3 VERTICAL DATUM N.A.V.DATUM(14166) FZ4 MAP PREPARED JAN.25,201'1 TOTAL NUMBER OF BEDROOMS ca ;tB M SURVEYOR-5 CERTIFIOATlq!� N t4l Record of Revisions M HEREBY CERTIFY TO JAN N I C H 0 LS 0 AMEND BLDG.PERMIT DATA FEB,01,20117 C) M1 PRACTICE FOR LAND SURVEYS ADOPTED fH1!rkEW?oR qt'� ELEVATIONS 4 CONTOURS FEB,21.2018 SURVEY WAS PREPARED IN ACCORDANCE WI �T�eo og GENERAL AMENDMENTS MAR.06,20 1 ASSOCIATION OF PROFESSIONAL LAND R-st 0 GENERAL AMENDMENTS APR.28,2011 T $ ADDRESSED ENCONSULTANTS COMMENTS MAY 22,2011 LANDSCAPED BUFFER OCT, 12,2011 8 ELECTRIC NOV. 14,2011 so 0 40 0 20 40 80 4YirgA 0 HOWARD W.Youge,1 N.Y.S.11 Scale. 1" 40' JOB NO.2016-0115 O = MONUMENT SET MONUMENT FOUND 'STAKE FOUND VI DRAINAGE INLET DWG.20150211bp I OF 2 PLOTTED BY.Diana Lopez PLOT DATE. Nov 15, 2017- 11:02ann DWG FILE. A:\2013\2013-0211\dwg\2013-0211-bp.dwg 400 Ostrander Avenue, Riverhead, New York 11901 tel. 651.121.2305 fax. 651.121.0144 adminoyoungengineering.com oA Howard W. Young, Land Surveyor r, Thomas 0. Wolpert, Professional Engineer og Douglas E. Adams, Professional Engineer b. Robert 0. Test, Architect �g -7G � BQN 'y �T dm N gm m� ti o 00 IRRIGATION BOX 60 w ® E ko *'011 <,Z' �� 00 �� {C� A� ,yam D� '• yyZ O J\y^ 6, glowz GONG. I FOUNDATION \AQ` o. ryA� ' Lp. \\10040,10 $ 0 /S D 40P o �b40Po 40e 0 c. D / 0 o 6J $ s � `�69 /�•'' s 7 / / o w 04 e FIRM ZONE BOUNDARY LINES �X!i`/// \� ��\�\'���. 8 A5 SCALED FROM FLOODON INSURANCE p{ gv INSURANCE RATE MAP °\ \,�, (DIN <010 Y 1-01 H NOTE SURVEY FOR m 0 TOTAL AREA 'Q'+ *0 = 31,915 SF JAN NICHOLSON AREA SEAWARD OF CONCRETE SEAWALL = 5,166 SF $$ BUILDABLE LAND = 28,144 SF at Paronlc, Town of Southold Suffolk County, New York FLOOD INSURANCE RATE MAP PANEL NO.3610360164 H LAST DATED � ) A SEPT.25,2009. n FOUNDATION LOCATION WRVEY JULUL 6 2U18 County Tax Map District 1000 sect�oa 56 Bock 0-1 Lot OCI FIELD SURVEY COMPLETED P"+P" OGT.30,2013 m MAP PREPARED JAN.25,2011 g BUILDING DEPT. Record of Revisions SURVEYOR'S GERTIFIGAT� r_ NEW TU 'Tj C.F SojTIHOLD AMEND BLDG.PERMIT DATA FEB.oil 2011 ".� ELEVATIONS 4 CONTOURS FEB.21.201'1 «WE HEREBY CERTIFY TO JAN N 10 H O La A'r T815 W. O >^ SURVEY WAS PREPARED IN AG6ORDANGE Al OF /" GENERAL AMENDMENTS MAR.ob.2011 Gr� r .%� GENERAL AMENDMENTS APR.28.201'1 �< PRACTICE FOR LAND SURVEYS ADOPTED B 4 IN YO t IC;,STATE / ADDRESSED ENCONSULTANTS COMMENTS MAY 22.2O11 ASSOCIATION OF PROFESSIONAL LAND ORSj -A i:j ,. LANDSCAPED BUFFER OCT. 12,201 1 > E6TRI6 NOV. 14.201'1 > EL FOUNDATION LOCATION JUNE 28.2018 8 0 40 0 20 40 so 19 c HOWARD W.YOUNG,N49. .5.NO. 3 \ n _ 40 ° �5�93 1 _ ' t��`^ '" �� JOB NO.2016-01"15 Scale: O = MONUMENT SET ■= MONUMENT FOUND ~D;�ST4JG�.S jT 'ATAKE FOUND DI -DRAINAGE INLET DWG.2O13_O211_i'oundatlon_loc I OF I PLOTTED BY:Diana Lopez PLOT DATE Jul 05, 2018- 8:34om DWG FILE: R:\2013\2013_0211\dwg\2013-0211-foundationJoc.dwg 400 Ostrander Avenue,.Riverhead, New York 11101 SUFFOLK COUv"i Y DEPART MENT OF HEALTH SERVICES tel. 631.727.2303 fax. 631.727.0144 APPROVAL OF C.{)NaTRUCTED WORKS FOR admin®youngengineering.com ' '"LY RESIDENCE T o Date OCT 0 0 1020 1-t.:;._RC. Nvo�t_�0 �- - 01Fs �g The sewage disposal and water supply facllitie3 at this location have been Howard W. Young, Land Surveyor Ig inspected and/or certified by.this Departure or other agencies and found to Thomas 0. YVolpert, Professional Engineer og be satisfactory FORA MUMSF, BEDROOMS. Douglas E. Adams, Professional Engineer 0 7_ Robert 0. Tast, Architect Craig .Cnep�pr, P.E., Chi f g> Office. . .:w' er Manager Ment N $ R LEE p ti M A o w E MAY � 1 2022 $� y \ BUILDING O�2 o TOWN OF SOUTH OLD o� s ' 5AN I TARY MEA5UREMENT5 € O ti Ot��'`�j D. \ J 5T *'0 LPI 27' 36.5' \� �� LP2 28' 30' ` o4 �P IRRIbATION 1 $ "' o BOX F'0 O `o N 1s LPI O ``\ �V� /1T. �y9 Niboil 5T o `ti fC NSI > AAO I STORY ^ 11:3 FRAME HOUSE ,a RO B a y�0 STONE a / 0 �s bOlt' ZQh 17, �q Z 6 �,5 �°� \\ a P�/ ♦ ?o ?4A �. CI 10 C ,��;• of%�� / ,,�Y s� L PPS v g FIRM ZONE BOUNDARY LINESAS SCALED FROM FLOOD INSURANCE RATE MAP AO) /'_\0 \. g€ Ngo 00 � 5A NOTE SURVEY. rOR '` m M. TOTAL AREA =81,415 SF JAN NIGMOLSO�1� AREA SEAWARD OF CONCRETE SEAWALL =9,'166 SF $g BUILDABLE LAND = 28,149 SF at Peronlr, Town of Southold Hg Suffolk County, New York FLOOD 2 OOD5N51N INSURANCE RATE MAP PANEL NO.9610360164 H LAST DATED SINAL SURVEY g County Tax Map District 1000 section 66 Block 07 Lot OCi 0 FIELD SURVEY COMPLETED OGT.90,2013 g MAP PREPARED JAN.25,201"1 SURVEYOR'S 0ERTIf=10 Record of Revisions Q ELEEVATIONSS 4 PCONTI_Q.5A FEB.21.2011 •WE HEREBY CERTIFY TO JAN N I C H O ,71�1�� j ¢ENERAL AMENDMENTS MAR.O6.201 1 SURVEY AAS PREPARED IN AGGORDANG W( E. ODEQF U GENERAL AMENDMENTS APR.28,201 1 PRACTICE FOR LAND SURVEYS ADO + �lEW Yy STATS ADDRESSED ENGONSULTANT5 COMMENTS MAY 22.201"1 $8 ASSOCIATION OF PROFESSIONAI.LAND y S^ �r LA 05CAPED BUFFER OGT. 12.2011 00 €LEGTRIGNOV. 14.2011 5 FOUNDATION LOCATION JUNE 28.2018 a FINAL SURVEY AUG. 14,2020 z 40 0 20 40 8o .HOWARD W.YOUNG,N.Y.S.L .45893 Scale, 1" 40' `�VC C,J� JOB NO.2016-01-M El= MONUMENT SET ■= MONUMENT FOUND,..• _ )A� ET = STAKE FOUND DI -DRAINAGE INLET DWS.2013-0211_fs I OF I PLOTTED BY:Diana Lopez PLOT DATE: Sep 16, 2020 — 11:23am DWG FILE: R:\2013\2013_0211\dwg\2013_0211_fsdwg Owner: NICHOLSON RESIDENCE 8190 INDIAN NECK LANE PECONIC,NEW YORK Architect: Robert G. Madey Architects 59 Sequams Lane West Islip,New York 11795 (631)537-9601 fax(631) 669-7994 MADEYARCHITECT@ GMAIL.COM e,• N O JO " NOTE: SITE INFORMATION TAKEN FROM SURVEY PREPARED BY O HOWARD W. YOUNG LAND SURVEYOR / DATED 11 -13-2013 PECONIC, TOWN OF SOUTHOLD, SUFFOLK COUNTY„ NY EXISTING SEAGYAN CLUB HOUSE // RELOCATED AS SHOWN LOT AREA = 87286.5 SF SEC. 86 BLOCK. 07 LOT # 09 a'16 ,1g /'O 71'` �O PROPOSED GARAGE EXISTING LOT COVERAGE( UP TO BULKHEAD) Y EXISTING HOUSE: 1528.68 sq. ft EXISTING GARAGE: 145.86 sq. ft EXISTING DECKS: 519.8 sq. ft 2194.34 sq. ft AREA OF LOT(UP TO BULKHEAD): 27947 sq. ft TOTAL EXISTING LOT COVERAGE= 7.8 % PROPOSED LOT COVERAGE( UP TO BULKHEAD) PROPOSED HOUSE: 3358.7 sq. ft PROPOSED GARAGE: 725.6 sq. ft �O PROPOSED HOUSE PROPOSED SEGIAN CLUB: 540 sq. ft � FIN. FL. EL. 17.5' 4624.3 sq. ft J AREA OF LOT(UP TO BULKHEAD): 27947 sq. ft %'16 TOTAL PROPOSED COVERAGE= 16.5% M171 ti Q�\ �P , \ Revisions: �O GO Q� No. Revision Date Drawing Title: SITE P Drawing No. K R Scale Dote 1"=20'-0" MAY 27, 2014 Owner: NICHOLSON RESIDENCE 8190 INDIAN NECK LANE PECONIC,NEW YORK Architect: Robert G. Madey Architects 59 Sequams Lane West Islip,New York 11795 (631)537-9601 fax (631) 669-7994 MADEYARCHITECT@ GMAIL.COM 19'-0 1/4" 21'-7 3/8" 22'-4 1/8" 00 BALCONY E20 20'-6 3/8" 00 0 COVERED BALCONY I 1 EATING AREA E,o 0) m 00 ,oz \ n 11 7:31— Ln T 18'-2 1/2" COVERED BALCONY COVERED BALCONY Ezo G AREA Ezo, 5/8" N MASTER BE ROOM oa 1 ❑ 15'-8 7/8» F22'-0 5/8" 00 �t 18'-4 1/2" \ BEDROOM #1 BEDROOM #2 201 202 � 1 8'-4 1/2" 1 KITCHEN GREAT ROOM o0 a0 � � N7 (�f N OPEN TO BELOW CL. I 1 as N N DRESS I G 107 3/8" PANTRY ob. O I ,t, 1 DRESSING DRESSINU) L0 00 zos zo7 r MUD RM. I 1 S D EN RY s 2 4 E10 EZM NTOIL —5 1/8' CLo. MECH. RM— CLOSET CLOSET Q los zos zoa 6 COVERED ENTRY E10100 13'-7 1/8" 60'-3 3/4" 20' FIRST FLOOR PLAN SECOND FLOOR PLAN �' . Revisions: No. Revision Date Drawing Title: FLOOR PLANS Drawing No. Kz Scale Date 1/8"=1'-0" MAY 27, 2014 Owner: NICHOLSON RESIDENCE 8190 INDIAN NECK LANE PECONIC,NEW YORK Architect: Robert G. Madey Architects 00 59 Sequams Lane West Islip,New York 11795 a' ®® ®® ®® ®® ® ®® I (631) 537-9601 fax (631) 669-7994 —11-1 FF H -E11:1. - MADEYARCHITECT@GMAIL.COM I — J — Id" I IL -1 1 =�H SEAGYAN CLUB DETACHED GARAGE �N UAI� 0000 � �� �� 0000NEIL= =H= 0 T T _u LEA0 a M O Lo N :L L m M FLI I ® N NORTH ELEVATION EAST ELEVATION INDIAN NECK ROAD SIDE p � S F.7 000 � 0L-1 L-AL iH TT LL . 07 N 7711 71 --- Revisions: O ro M O :1� I El0 F ILI] it -:]!I 'i E'. . -1U . . — No. Revision Date 0 0 0 Drawing Title: WEST ELEVATION SOUTH ELEVATION ELEVATIONS WATER SIDE Drawing No. Scale Date 1/8"=1'-0" MAY 27, 2014 1� REScheck Software Version 4.6.4 Compliance Certificate Project Peconic Energy Code: 2015 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 2,780 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: .• off Compliance: 3.5%Better Than Code Maximum UA: 658 Your UA: 635 Maximum SHGC: 0.40 Your SHGC: 0.38 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area cavity Cont Ceiling 1: Cathedral Ceiling 1,518 38.0 0.0 0.027 41 Ceiling 2: Flat Ceiling or Scissor Truss 218 18.7 10.0 0.034 7 Wall 1: Wood Frame, 24" o .c. 649 22.8 0.0 0.053 24 Orientation: Front Window 1:Wood Frame:Single Pane 21 0.580 12 SHGC: 0.40 Orientation: Front Comment: Low-E storm Window 2:Wood Frame:Single Pane 19 0.580 11 SHGC: 0.40 Orientation: Front Comment: Low-E storm Window 3:Wood Frame:Double Pane with Low-E 29 0.280 8 SHGC: 0.25 Orientation: Front Window 4: Wood Frame:Double Pane with Low-E 11 0.280 3 SHGC: 0.25 Orientation: Front Window 5:Wood Frame:Double Pane with Low-E 25 0.280 7 SHGC: 0.25 Orientation: Front Window 6: Metal Frame with Thermal Break:Double Pane with Low-E 83 0.280 23 SHGC: 0.40 Orientation: Front Wall 2: Wood Frame, 24" o .c. 566 22.8 0.0 0.053 24 Orientation: Right side Project Title: Peconic Report date: 11/02/17 Data filename: C:\LCD\Projects\1610 Indian Neck Rd\Administration\Energy Code\Peconic_New Page 1 ofll Construct!on_pass.rck r Gross Area Cavity Cont. Perimeter Window 7: Wood Frame:Single Pane 11 0.580 6 SHGC: 0.40 Orientation: Right side Comment: Low-E storm Window 8: Wood Frame:Single Pane 11 0.560 6 SHGC: 0.40 Orientation: Right side Comment: Low-E storm Window 9:Wood Frame:Single Pane 12 0.580 7 SHGC: 0.40 Orientation: Right side Comment: Low-E storm Window 10: Wood Frame:Single Pane 6 0.580 3 SHGC: 0.40 - Orientation: Right side Comment: Low-E storm Window 11: Metal Frame with Thermal Break:Double Pane with Low-E 21 0.280 6 SHGC: 0.40 Orientation: Right side Window 12: Metal Frame with Thermal Break:Double Pane with Low-E 61 0.280 17 SHGC: 0.40 Orientation: Right side Wall 3: Wood Frame, 24" o .c. 669 22.8 0.0 0.053 28 Orientation: Back Window 13: Wood Frame:Single Pane 12 0.580 7 SHGC: 0.40 Orientation: Back Comment: Low-E storm Window 14: Wood Frame:Single Pane 5 0.580 3 SHGC: 0.40 Orientation: Back Comment: Low-E storm Window 15: Wood Frame:Single Pane 6 0.580 3 SHGC: 0.40 Orientation: Back Comment: Low-E storm Window 16:Wood Frame:Single Pane 4 0.580 2 SHGC: 0.40 Orientation: Back Comment: Low-E storm Window 17: Metal Frame with Thermal Break:Double Pane with Low-E 16 0.280 4 SHGC: 0.40 Orientation: Back Window 18: Metal Frame with Thermal Break:Double Pane with Low-E 92 0.280 26 SHGC: 0.40 Orientation: Back Window 19: Wood Frame:Double Pane with Low-E 11 0.280 3 SHGC: 0.25 Orientation: Back Wall 4: Wood Frame, 24" o .c. 560 22.8 0.0 0.053 25 Orientation: Left side Window 20: Wood Frame:Single Pane 13 0.580 8 SHGC: 0.40 Orientation: Left side Comment: Low-E storm Window 21: Wood Frame:Single Pane 11 0.580 6 SHGC: 0.40 Orientation: Left side Comment: Low-E storm Project Title: Peconic Report date: 11/02/17 Data filename: C:\LCD\Projects\1610 Indian Neck Rd\Administration\Energy Code\Peconic New Page 2 of11 Construction_pass.rck Cont.Gross Area Cavity Perimeter Window 22: Wood Frame:Single Pane 11 0.580 6 SHGC: 0.40 Orientation:Left side Comment: Low-E storm Window 23: Metal Frame with Thermal Break:Double Pane with Low-E 44 0.280 12 SHGC: 0.40 Orientation: Left side Window 24:Wood Frame:Single Pane 5 0.580 3 SHGC: 0.40 Orientation: Left side Comment: Low-E storm Basement Wall 1: Solid Concrete or Masonry 1,789 0.0 10.0 0.063 113 Orientation: Front Wall height: 6.5' Depth below grade: 5.8' Insulation depth: 6.5' Floor 1:Slab-On-Grade:Unheated 265 10.0 0.684 181 Insulation depth: 6.0' 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 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requireme listed in the RESche Inspection Checklist. 10�f �yEsczyrs Lt=E ,4,ecyrrEcT �t % /8' Name-Title 0912urre to Project Title: Peconic Report date: 11/02/17 Data filename: C:\LCD\Projects\1610 Indian Neck Rd\Administration\Energy Code\Peconic_New Page 3 of11 Construction_pass.rck GENERAL NOTES NICHOLSON RESIDENCE I 8100 INDIAN NECK RD, PECONIC, NY 1. All work and materials furnished shall comply with, state regulations, the regulations of the National Board of Fire Underwriters, National INDIAN NECK ROAD Fire Protective Association Requirements and all Federal, State, and Municipal authorities having jurisdiction over the work. I 2. Before ordering any materials or doing any work, each trade shall verify all measurements at the building and shall be responsible for the __��,_.�- ARCHITECTURAL DESIGN BY: correctness of the same. No extra charge or compensation will be allowed on account of difference between actual dimensions and the • ._.- DELL LANE SCHNIT ER measurements indicated on the drawings; any discrepancies between the drawings and field conditions which may be found shall be -- -- '"- BARBARA ARBORZ D submitted to the architect for consideration and clarification before proceeding with the work. The contractor shall be responsible for any "" �/--• l`""'� 220 OLD HARBOR EW _ -- / I • I NEW SUFFOLK, NEW YORK 11956 deviation from the contract documents. • -""�°" -/ ® ,/ • I ARCHITECT OF RECORD: ion notes are complimentary and what is called for b either will be binding as if called for b '� -' 0 i • 3. All of the Architect's drawings and construct p ry y 9 Y all; any work shown or referred to on any one drawing shall be provided as though shown on all drawings. 316.17. X (E)FENCE LEE&CHESONIS DESIGN N 42° 6 W ""`�� '�-x"���t / `'\� E FENCE • ' NIDA RONA STREET LEE '�, � \ ' _ r_( ) x_J � � 14 VERONA STREET SUITE 3D 4.The work to be performed consists of furnishing all labor, equipment, tools, transportation, supplies, fees, materials, and services in �/ BROOKLYN, NEW YORK 11231 accordance with these notes and drawings; and includes performing all operations necessary to construct and install complete, in PROPER`LINE ® G) N f 716.330.0471 EXISTING - satisfactory condition, the various materials and equipment at the locations shown. +EL. 17.7 • DRIVE WA Z n> • • 0 • Orap• • I STRUCTURAL ENGINEER: 5. Full size or large scale details or drawings shall govern small scale drawings which they are intended to amplify. ® n • • Y I S.L.MARESCA&ASSOCIATES w ® I ' STEVE MARESCA 6.The standard specifications of the manufacturer for products called for in the drawings and notes are hereby made a part of these notes I �, CONSULTING ENGINEERS with the same force and effect as though herein written out in full. m BASEMENT v j 188 07 W.MONTAUK HIGHWAY g f ® ACCESS • l HAMPTON BAYS,NY 11946 I7. All materials required for they performance of this work shall be new and of the best quality of the kinds specified. The use of old or PROPOSED � - ` • • 631.728.9480 second hand materials is strictly forbidden, except for locations on the drawings that refer to removal and relocation of materials or DRIVEWAY \ equipment. Materials shall be used in accordance with the manufacturer's specifications. The contractor shall submit all product w \ EXISTING 1 STORY \ +EL. g • • SURVEYOR: HOWAYOUNRD &YOY ND SURVEYORS warranties. The contractor will warrantyall work as per state regulations. v WOOD FRAME o _ HOWARD W.YOUNG p 9 0 20'-0" 1 / I STRU 1 � 1 • I 400 OSTRANDER AVENUE ' RIVERHEAD,NY 11901 8. The premises and job site shall be maintained in a reasonably neat and orderly condition and kept free from accumulations of waste1 ' - _ C 1 1 I 631.727.2303 materials and rubbish during the entire construction period. The Contractor shall remove all crates, cartons and other trash from the work 1 1 �) 1 areas each day, and shall be responsible for its proper disposal. The premises shall be protected throughout construction and shall be I �,� 1 _ _ - EXISTIN 1 STORY\ I f EXPEDITOR: EN-CONSULTANTS INC II fixtures and equipment will be left in undamaged, bright, clean and polished condition. _ - WOOD RAMS 1 EXIST\ / m ROBERT E ROAD RMANN turned over In spotless and orderly condition. A xg g ' n � 1 STRU TURE WOOD � U 1319 N.SEA ROAD 1 DECK 1 / Z SOUTHAMPTON NY 11968 9.All work shall be subject to final inspection by the Architect. o P O SED 1 PROPOSED 1 STORY STEEL I 1 \ J o $ `'� STO Y WOOD J� I. FRAME STRUCTURE 1 \ I / w f a 10. All plumbing, electrical and mechanical work shall be performed by persons licensed in their trades. All work to comply with teh FRAM ARAGE ROOF OVERHANGt applicable sections of the Building Code currently in effect. �� 1 ° - +EL. 15.0 Z 1 _ _ I co ¢� 11.The Contractor shall take all necessary precautions to insure the safety of the building, its occupants,and the general public during I f ® �- - _ �1 • ¢ o construction. 1 L _ _ • • •co of �XISTIN 1 STOR of U AP ROVED AS DOTED 2 WOOD RAME \ • I 0 p p ® 1 STRUC URE 1 HI ro U ' DA E: FIRE SAFETY NOTES B.P.#f 3 w 1 --� • I FE s 1. All building materials stored at the construction area, and/or in any area of the building are to be secured in a locked area. Access to • O �-- BY: Z ILDING DEPARTMENT AT such areas to be controlled by the Owner and/or the General Contractor. I® = NO IFY BU EXISTING 1 STORY WOOD FRAME STRUCTURES 765-1802 8 AM TO 4 PM FOR THE riNUTO BE TEMPORARILY RAISED FOR IN-PLACE FOL OWING INSPECTIONS: 2.All materials are to be stored in an orderly manner. I NZ REPLACEMENT OF CONC. FOUNDATION • 1• F UNDATION Z0 (MAINTAIN EXISTING RIDGE HEIGHTS) • TWO REQUIRED �- 0 FOR POURED CONCRETE 3.All flammable materials to be kept tightly sealed in their respective containers. Such materials are to be kept away from all heat sources. • Z 2. ROUGH - +EL. 17.8 F- ® - _� - FRAMING & PLUMBING - - - - - - - - - - - - 3. IN ULATION - 4. All flammable materials to be used and stored in an adequately ventilated space. PROPERTY LINE N 36°26'20"W 292.69' - - - - - - w 4. FI AL - CONSTRUCTION MUST 5. All electrical power to be shut off where there is exposed conduit. ® BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THS 6. All electrical power in the construction area to be shut off after working hours. REQU IREMENTS OF THE CODES OF NE''V YORK STATE. NOT RESPONSIBLE FOF 7. The contractor will at all times make sure that there is no leakage of natural gas in the building, or any flammable gas used in DESIGSITE PLAN OR CONSTRUCTION ERRORS. construction. SCALE: 1/16"= V-0" GENERAL CONSTRUCTION NOTES C PAPLY WITH ALL CODES OF PROJECT SUMMARY: LOT COVERAGE: DRAWING LIST CODE COMPLIANCE NE YORIf STATE & TOW 1. Contractor to field verify all dimensions and elevations for clearances and notify Architect of any discrepancies between Drawings and ASR U Q � D AND CO�lDr�"r,, actual conditions. 8100 INDIAN NECK ROAD, PECONIC, NY 11958 TOTAL AREA=31,915 SF ARCHITECTURAL RESCHECK COMPLIANCE CERTIFICATE PER ENERGY CODE 2015 IECC= PASS AREA SEAWARD OF CONCRETE WALL= 3,766 SF A001 Site Plan Lot Coverage, Drawing List, Legend, Notes SMTHOLD T0Vv,,%1 Z2A 2.All dimensions shown are to finished face of walls,floors and ceilings, unless otherwise noted. PARCEL#1000-86.-7-9 BUILDABLE LAND=28,149 SF PROFES° :NAL STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF AND .�D D101 Demolition Plan 3. Provide sufficient wood blocking in walls for all wall mounted fixtures, fittings or other devices shown on drawings. ZONING DISTRICT: R-80 A101 Basement Plan PROFESSIONAL JUDGEMENT,THESE PLANS AND SPEFICICATIONS ARE IN - EXISTING& PROPOSED STRUCTURES: •'r SOUMOLDTO'iM4TRUSTEES A102 Floor Plans House &Garage COMPLIA„ ..E WITH THE UNIFORM BUILDING CODE AND THE STATE ENERGY EXISTING STRUCTURE: ONE STORY WOOD FRAME EXISTING HOUSE TO REMAIN= 1,206 SF 9 CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE). r.r. PROPOSED ADDITION=208 SF A103 Roof Plan EXISTING USE&OCCUPANCY: SINGLE FAMILY, 3 BEDROOM PROPOSED OVERHANG=45 SF A201 Exterior Elevations PROPOSED USE&OCCUPANCY: SINGLE FAMILY, 2 BEDROOM EXISTING DECK TO REMAIN =218 SF A202 Exterior Elevations SCOPE OF WORK: RENOVATION/ADDITION OF DWELLING GARAGE=600 SF A203 Exterior Elevations Garage All exterior, FANCY OR DRAINAGE INSPECTIONS AR - REOUIRED TOTAL PROPOSED BUILDINGS=2,277 SF A301 Building Sections 3`'� �`II Conti ct TOS Engineering at 7,5-1560 before repaired s?10i c.. o A501 Typical Wall Sections t C I� UNLAWFUL IA1{ /t r�l `� Sickfili,OR Provide Engineer s Certification 1.�.)'C UNLA u to Chapter j;? MAXIMUM PERMITTED LOT COVERAGE=20/o � that the dreinrn^h^^b^on in,taller!to Code. (COMPLIES) STRUCTURAL t` �_L�oUT CERTIFICATE of the Town Code LOT COVERAGE=2,277 SF 128,149 SF = 8.09 % COMPLIES S101 Structural Notes, Diagrams&Schedules a ' i ` ` S102 Structural Notes, Diagrams&Schedules OF OCCUPANCY Blower door S103 Foundation, Basement Framing Plan S104 Framing Plan, First Floor House&Garage and ductwork T11USS PLACAARD'NG R1:0U.�!-!D testing require6. DFf� DD ABBREVIATIONS LEGEND ,� ICA TION JAN 2 5 2018 A/C AIR CONDITIONING N L`;� ` Cl ORE FT FOOT/FEET PNTD PAINTED CONCRETE CERTIF!C.,-a AD AREA DRAIN FTG FOOTING RCP REFLECTED CEILING PLAN SOL IJEi ;_" "; TOWN OF SO�JI'H�LD ADJ ADJACENT/ADJUSTABLE GA GAUGE RD ROOF DRAIN �� gq-n-INSULATION SUPPLY ,`;';'= �. �`,�,T�R AFF ABOVE FINISH FLOOR GAL GALLON REF REFERENCE/REFRIGERATOR ISI r ALT ALTERNATE EXCEED �; i�, Cit GALV GALVANIZED REINF REINFORCEMENT 7;' ALUM ALUMINUM GWB GYPSUM WALL BOARD REQD REQUIRED SPRAY INSULATION APPROX APPROXIMATE HC HOLLOW CORE REV REVISE/REVISION ISSUE FOR TOWN PERMIT 01/05/18 ARCH ARCHITECT/ARCHITECTURAL HDR HEADER RO ROUGH OPENING RIGID INSULATION SEAL: BLDG BUILDING HDWR HARDWARE SC SOLID CORE DI I r�� lI ROOF JIL JIL JIL SCHED SCHEDULE ,' . .. :- ; � �R��ARG' BUR BUILT UP ROOFING HDFB HIGH DENSITY FIBERBOARD AL. t' _i',.... a.. 7E I I I (E) EXISTING �� -- 5 ESO J' I I I CEM CEMENT/CEMENTITIOUS HM HOLLOW METAL SECT SECTION & /,,.,�. �I� O� GN b/S, i i I SF SQUARE FEET N TESTING L i Giic C JVERi!NG Q' CLG CEILING HORIZ HORIZONTAL SIM SIMILAR ( ) NEW I I I CL CLOSET HGT HEIGHT 01 REVISION NUMBER _J SPEC SPECIFICATION �r i �_____,-------r� i r-__-___r------�- CMU CONCRETE MASONRY UNIT INFO INFORMATION SQ SQUARE i i I I I CONC CONCRETE INSUL INSULATIONi4 12 1-1/2 1-1/2"! 2„1 4„11 1-1/2„I 1-1/2"I 2„i 4„I SS SLOP SINK i i i I I CONT CONTINUOUS ID INSIDE DIAMETER1 ELEVATION �y 0291&� O ST STL STAINLESS STEEL -1 CONST CONSTRUCTION INT INTERIOR sol i t I I i i I I I i i STD STANDARD F I i DEMO DEMOLISH/DEMOLITION KIT KITCHEN ISLAND i i i i i i i i i i iLAM LAMINATE STL STEEL ' L SINK I I I LAV i LAV i i i I LAV I i I DEPT DEPARTMENT STRUCT STRUCTURAL I I I I j I 4 8501 z ELEVATION PROJECT NO.1610 DIA DIAMETER LAV LAVATORY I i SURF SURFACE a I I I I I I I i DIM DIMENSION LF LINEAR FEET/FOOT SUSP SUSPENDED NICHOLSON RESIDENCE I i i INC i I I WC I I BATH I i WC i i I I i I I �3 DTL DETAIL FDW �JljV I i iW POWDER SH i i i i I i F.A.I. DWG DRAWING MANUF MANUFACTURER SYM SYMMETRICAL 8100 INDIAN NECK ROAD 1ST FLOOR KITCHEN I I I ROOM I I I BATHROOM LJ BATHROOM DW MAX MAXIMUM THK THICK A401 SECTION PECONIC, NY 11958 2" i 3 1-1/2" 2" 1-1/2" 3,J i 2„ i 1-1/2' 3" i EA EACH DISHWASHER TOS TOP OF SLAB MECH MECHANICAL 4„ C.O. C.O.s I I C.O. I I ELEC ELECTRICAL MDF MEDIUM DENSITY FIBERBOARD TV TELEVISION 1 4" 4" ELEV ELEVATION MIN MINIMUM TYP TYPICAL A601 DETAIL EMER EMERGENCY MISC MISCELLANEOUS T&G TONGUE AND GROOVE DRAWING TITLE: C.O. ENCL ENCLOSURE MO MASONRY OPENING - LION UNLESS OTHERWISE NOTED -�---- ELEVATION DATUM Site Plan Lot Coverage, > 4 VAP BAR VAPOR BARRIER TO APPROVED EQ EQUAL NIC NOT IN CONTRACT VERT VERTICAL 101 WINDOW TYPE SEPTIC SYSTEM EQUIP EQUIPMENT NOM NOMINAL Drawing List, HOUSE EXT EXTERIOR/EXTEND VEST VESTIBULE TRAP FBO FURNISHED BY OTHERS NTS NOT TO SCALE Legend Notes N/A NOT APPLICABLE VIF VERIFY IN FIELD 101 DOOR TYPE ' FD FLOOR DRAIN WC WATER CLOSET FF FINISH FLOOR OA OVERALL SANITARY SYSTEM RISER DIAGRAM FFE FINISH FLOOR ELEVATION OC ON CENTER WD WASHER/DRYER 1 PARTITION TYPE DATE: 01/05/18 DWG NO.: SCALE: NTS FIN FINISH OD OUTSIDE DIAMETER WGT WEIGHT SCALE: AS NOTED FLR FLOOR PLAM PLASTIC LAMINATE W/ WITH A-001 FLUOR FLUORESCENT PLMBG PLUMBING W/O WITHOUT S/C SMOKE/CO DETECTOR DRAWN BY: NCL POL POLISHED 101 ROOM NUMBER/NAME LIVING ROOM NICHOLSON RESIDENCE 8100 INDIAN NECK RD, PECONIC, NY I ARCHITECTURAL DESIGN BY: DELL LANE BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: Z 'Z I LEE&CHESONIS DESIGN NIDA CHESONIS LEE J J 14 VERONA STREET SUITE 3D Lu BROOKLYN, NEW YORK 11231 O O 718.330.0471 STRUCTURAL ENGINEER: S.L.MARESCA&ASSOCIATES I STEVE MARESCA CONSULTING ENGINEERS REMOVE(E) FIXTURES 188-07 W.MONTAUK HIGHWAY HAMPTON BAYS,NY 11946 631.728.9480 REMOVE(E) PARTITIONS, TYP. SURVEYOR: YOUNG&YOUND SURVEYORS HOWARD W.YOUNG ------------------------------------------------ I 400 0AD, O 0OSTERA�VENUE 631.727.2303 EXPEDITOR: EN-CONSULTANTS INC ROBERT HERRMANN 1319 N.SEA ROAD Vl GARAGE DRIVEWAY SOUTHAMPTON NY 11968 ' � I rnl � III I V1LLI11 i REMOVE WOOD DECK 777ZZZZZLL!JJf,�j�7Z,7IIIIIr1'LLCO�JJ BEDROOM BATHROOM i Ili N (�z° 62zZ MUDROOM BEDROOM _ = � I� REMOVE PARTITIONS, TYP. REMOVE(E)FIXTURES&FITTINGS 1 _ -------- -------- ------ �r I I pzL -ffld-' � I L u-- -----I I I J BATHROOM _T - - ---- ' ------- I REMOVE STRUCTURE AT HATCHED AREA i I I I I J I Ili i IL i I III I I III I I I I I I � N I � JJJf.11 I I REMOVE PARTITIONS, REMOVE BRICK TYR FIREPLACE AND CHIMNEY BEDROOM LIVING ROOM I I / IT' '(I y D ISSUE FOR TOWN PERMIT 01/05/18 li i i it 1 I I SEAL: D A& eso EXISTING WOOD DECK TO REMAIN i I i REMOVE(E)WOOD II i I I BENCHES � O `r• � � li I I it � 0291 I F PROJECT NO.1610 NICHOLSON RESIDENCE 8100 INDIAN NECK ROAD PECONIC, NY 11958 I DRAWING TITLE: Demolition Plan 1 DEMOLITION PLAN DEMOLITION NOTES: SCALE: 1/4"= 1'-0" RETAIN ALL REMOVED WINDOWS FOR POSSIBLE REUSE WOOD WINDOW SHUTTERS TO REMAIN. RETAIN SHUTTERS AT REMOVED DATE: 01/05/18 DWG NO.: OR RELOCATED WINDOWS FOR POSSIBLE REUSE. RETAIN CEDAR SHINGLES FROM DEMOLISHED PORTION OF STRUCTURE SCALE: AS NOTED D-1 01 REMOVE EXISTING ASPHALT ROOFING SHINGLES AND WATERPROOFING. DRAWN BY: NCL ASSESS CONDITION OF EXISTING ROOF SHEATHING. NICHOLSON RESIDENCE 8100 INDIAN NECK RD, PECONIC, NY ARCHITECTURAL DESIGN BY: r I BARBARA SCHNITZLER I 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 1 2 Z 0 Z ARCHITECT OF RECORD: A201 REINFORCED CONC. FOOTING LEE&CHESONIS DESIGNNIDA CHESONIS LEE 14 VERONA STREET SUITE 3D a I' 8" REINFORCED CONC. W I BROOKLYN, NEW YORK 11231 FOUNDATION WALL d 718.330.0471 O 01 a CONT. 2" RIGID INSULATION OR EQUAL a STRUCTURAL ENGINEER: S.L.MARESCA&ASSOCIATES 16'-5" 18'-6" 19-32 STEVE MARESCA CONSULTING ENGINEERS 188-07 W.MONTAUK HIGHWAY HAMPTON BAYS,NY 11946 --------------------------------- - -- ------------ I 631.728.9480 SURVEYOR: YOUNG&YOUND SURVEYORS ----------------------------------- -------- HOWARD W YOUNG 400 OSTRANDER AVENUE I RIVERHEAD,NY 11901 j I -------------------------------------I I I I I 631.727.2303 r I ': I I •' .: I 1 I I I I EXPEDITOR: EN-CONSULTANTS INC ROBERT HERRMANN 1319 N.SEA ROAD t : . ' I I • ' I I I I .: SOUTHAMPTON NY 11968 I .: I I I I � 1 I •` •: L----------------------------------------------J 1 I 1 I I I I I I O I I I I I I M I I I iI L -------------------------------------------------- J I I I . • I I I SIN 4"THICK REINF, CONC. SLAB OVER CONT. I I I I VAPOR BARRIER OVER GRAVEL OVER -1 1 ': I L � � COLUMN&FOOTING 1 I N2 1 I I I COMPACTED SOIL. TYP. THROUGHOUT. I I A301 ' i 1 I i I I .. •�' ... I I I I I I p I I I I I I I L---------------------------------- „* --J I e I CV I I I I I I I �' �• � 1 I I I I IIlk L--------------------------------------------J 1 ? 12'-22.. 01 1 I I Ni I L---------------------------------------------I I I °' s r A SINI I I —J I �. 1 l a•". I I 01 •.� i i � i 18'-112" I I I I I I I I 2 I •. - I 1 . ' I 1 I I I ♦.! I � A202 I I I I co 14'-91" 1 A202 2 1 y` i i 4'•10„ T-0" Ii i I-------------------------------------- 4'-10" I L------------ I • ' 7 IT —104• ..a'.! '• ... '--------------------------------------- --------- I •� ' I O 1I I to Clo 001 UP I 1 g/C 1 1 I I I 0 1 i •,.' I �bN ! v00 1 1 i O i BASEMENT I 1 I I I I UNFINISHED, CONDITIONED I I I I I I I I I I I COLUMN &FOOTING 1 I 1 I (MECH. EQUIPMENT, i I i I HEATING &COOLING) I i I I 1 Ii L----------------- .,------------------- <.----------------------i-_J r y----------------------------------------------------------------------- I ISSUE FOR TOWN PERMIT 01/05/18 SEAL: 26-32" I DAR I I �'o C,NESoN�s LINE OF DECK ABOVE N� 029A L - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- -- - � I PROJECT NO.1610 I NICHOLSON RESIDENCE 8100 INDIAN NECK ROAD 1 PECONIC, NY 11958 A201 FOUNDATION PLAN SCALE: 1/4"= 1'-0" I DRAWING TITLE: Basement Pian DATE: 01/05/18 DWG NO,: SCALE: AS NOTED A-1 01 DRAWN BY: NCL NICHOLSON RESIDENCE 8100 INDIAN NECK RD, PECONIC, NY ARCHITECTURAL DESIGN BY: DELL LANE BARBARA SCHNITZLER 220 OLD HARBOR RD 1 2 A301 NEW SUFFOLK, NEW YORK 11956 A201 3 2 _ A304 A203 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 - (N) POURED-IN-PLACE CONC. STEPS 718.330.0471 30'-0" ROOF OVERHANG STRUCTURAL ENGINEER: 6'-3" lie 6'-3" N STEEL FRAME STRUCTURE S.L.MARESCA&ASSOCIATES LO ( ) STEVE MARESCA W/GLASS&STEEL ENCLOSURE CONS LINGW. ENGINEERS TAUK HIGHWAY 16'-62' 18'-3" 19-52 HAMPTON BAYS,NY 11946 631.728.9480 ---- - „ 15 -- 10'-82"(VIF) ' 8'-42 2'-4 " (VIF).10 ,. HOSE BIB O -- ,4-8 T-0" o SURVEYOR: YOUNG&YOUND SURVEYORS 12'-2" (R.O.) EQ 13 14 400 OSTRANDOR AVENUE 0 -" - RIVERHEAD,NY 11901 w HOSE BIB 18 19 631.727.2303 22 - - - D �� 108107 � EXPEDITOR: EN-CONSULTANTS INC U LAUNDRY 10 BATHROOM (E) DOORS ROBERT HERRMANN L----J SEE A.405 fl TO REMAIN 1319 N.SEA ROAD i �� SOUTHAMPTON NY 11968 11 1 i W LADDER Z I U - 6. I --- O 6/A402> i II 00w —104DN II (E) DRIVEWAY 3 i CONC. SLA ON GRADE 16 o a 109 bo 110 (i� <7/A402 `� 11 1 STORAGE (i� u CL A203 i `� A203 BEDROOM BATHROOM A 405M i \�� 111 ° I I � L bo in `-1N 1 ° „1 � 09 co LO O13 O 17 4 A.403 2 04 S/C r 3 ' L9 t N 2 C1 M i i 12 A302 w II I IAl 13 4 A.404 2 14 - LL3 106 12 _--------- BEDROOM – CL r 1 4'-11 0" 21 26 8-0 3-8 N O O L12'-If (VIF) 03 4 Aao2 2 (WINDOW AT DORMER) 16 0 3 DN 2 A202 1 1 (N)POURED-IN-PLACE HALLWAY A202 A203 CONC. STEPS r 08 09 10 11 0 r 2 FL�QPL • GA GE 6'-8" `° SCALE: 1/4 I (N)BUILT-IN CLOSET Q 4'4" Q 05 (N) BASEMENT ACCESS L? Lill HATCH � I F' 104 p7 i \ 04 POWDER IRM co SEE A.405 101 \ / r 0 0 o KITCHEN LIVING ROOM _ <6/A401 00Nw ---- ----- i 5/A401> 119 (N) BRICK CHIMNEY& N FIREPLACE W/HERRINGBONE bo T 5'-0" 2'_1„ 4 A.401 2 N PATTERN FIREBRICK (N)BUILT-IN CABINETS 2" 3,_p„ 2 3 (RUMFORD) { SOUND BATT SOUND BATT INSULATION, TYP. INSULATION, TYP. 03 102 3 2"x6"WOOD STUD DINING ROOM 2"x4"WOOD STUD @ @ co 16"O.C.,TYP. i 07 16"O.C., TYP. Y' i FIN. FL. ;4! y' j 02 1'-0" HOSE BIB ISSUE FOR TOWN PERMIT 01/05/18 (1) LAYER 1/2"GWB, 1 STAGGER ALL JOINTS -- SEAL: 02 01 ��RED ARCy/� (1) LAYER 5/8" O O +• SHEATHING 01 REPAIRED RED AS NEEDED c �GNESO/U�S! F� GWB, (1) LAYER 1/2" WOOD SIDING * ' BOTH SIDES, STAGGER ALL JOINTS STORAGE CLOSET INTERIOR ,9 029 •� ACCESSED FROM F EXTERIOR >< DECK (EXIST.) F �P DEC V PROJECT NO.1610 J�GRADE 0'-0" (EL. 14'-10") NICHOLSON RESIDENCE INTERIOR STUD PARTITION INTERIOR STUD PARTITION 8100 INDIAN NECK ROAD SCALE. 3"= 1'-0" FIRE RATING: NONE SCALE. 3"= 1'-0" FIRE RATING: NONE EXISTING 1 STORY WOOD FRAME STRUCTURES TO BE TEMPORARILY PECONIC, NY 11958 RAISED FOR IN-PLACE REPLACEMENT OF CONC. FOUNDATION (MAINTAIN EXISTING RIDGE HEIGHTS) 1 A201 DRAWING TITLE: PARTITION T`I(PES SCALE: 3"= 1'-0" Floor Plans FIRST FLOOR PLAN House & Garage SCALE: 1/4"= 1'-0" DATE: 01/05/18 DWG NO.: SCALE: AS NOTED A-1 0 2 DRAWN BY: NCL NICHOLSON RESIDENCE 8100 INDIAN NECK RD, PECONIC, NY JARCHITECTURAL DESIGN BY: DELL LANE J I BARBARA SCHNITZLER 220 OLD J I R RD NEW SU FOLKONEW YORK 11956 1 2 W A301 A201 uu ARCHITECT OF RECORD: LEE&CHESONIS DESIGN 2 NIDA CHESONIS LEE J J 14 VERONA STREET SUITE 3D ui (N)WOOD SHINGLE ROOFING, TYP.AT(E)STRUCTURES. W I BROOKLYN, NEW YORK 11231 O0-7 *REMOVE (E)ASPHALT ROOFING SHINGLES& iL 718.330.0471 a WATERPROOFING MEMBRANE METAL ROOFING AT(N)STRUCTURE a I *INSPECT CONDITION OF(E)SHEATHING STRUCTURAL ENGINEER: *INSTALL(N)AIR/WATER BARRIER S.L.MARESCA&ASSOCIATES STEVE MARESCA CONSULTING ENGINEERS LINE OF WALL BELOW 188-07 W.MONTAUK HIGHWAY HAPTONJ J METAL GUTTERS, TYP. I 631728 94 GAYS,NY 11946 SURVEYOR: YOUNG&YOUND SURVEYORS HOWARD W.YOUNG 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 631.727.2303 J I EXPEDITOR: EN-CONSULTANTS INC J I I I O I ROBERT HERRMANN i 1319 N.SEA ROAD SOUTHAMPTON NY 11968 I I I I J I i I I J I I I I I I I al 2 J I I I I A301 J I I I I I I I I I I METAL GUTTERS JL - - - - - - - - - - - - - - - - - - - - - � I I JLT - --- -- - - - - - - - - - - - - - - - - - � J I I I 2 I 1 J A202 i A202 J I I - - - - - - - -I - - - - - -1 I i I I I I I J I O (N) BRICK CHIMNEY I I I J I I I 1 I i I I I I I I I 1 - - - - - - - -- - - - - -- - I ISSUE FOR TOWN PERMIT 01/05/18 SEAL: D ARCyi �GNESONjs` �t I � `p'.y�, 0291 a I PROJECT NO.1610 I NICHOLSON RESIDENCE 8100 INDIAN NECK ROAD 1 PECON IC, NY 11958 A201 DRAWING TITLE: Roof Plan ROOF PLAN SCALE: 1/4"= 1'-0" DATE: 01/05/18 DWG NO.: SCALE: AS NOTED A-1 0 3 DRAWN BY: NCL NICHOLSON RESIDENCE 8100 INDIAN NECK RD, PECONIC, NY ARCHITECTURAL DESIGN BY: DELL LANE BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 1 14 VERONA STREET SUITE 3D A301 BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: S.L.MARESCA&ASSOCIATES STEVE MARESCA CONSULTING ENGINEERS 188-07 W.MONTAUK HIGHWAY (N)BRICK CHIMNEY HAMPTON BAYS,NY 11946 TOP OF CHIMNEY OIL(VIF) 631.728.9480 7'-9" - - - - - - - - - O (N)WOOD ROOF SHINGLES, SURVEYOR: YOUNG&YOUND SURVEYORS (V TYP.AT(E)STRUCTURES HOWARD W.YOUNG % 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 631.727.2303 EXPEDITOR: EN-CONSULTANTS INC ROBERT HERRMANN 1319 N.SEA ROAD SOUTHAMPTON NY 11968 10 11 Hi I I I I I I I I I I I I I I I I I I I I I I I i I (N)WOOD WINDOWS I I I I 16 i o2 i 0 I i i I O8 09 (N)PREWEATHERED CEDAR I I I - - ---� SHINGLES AT THIS FACADE L - - FINISH FLOOR (N)CONC. FOUNDATION GRADE 0'-0"(EL. 14'-10") RELOCATE(E)WINDOW (E)WINDOW TO REMAIN (E)WINDOW TO REMAIN (N) PREWEATHERED CEDAR (E) CEDAR SHINGLES TO (E) SHUTTERS TO REMAIN SHINGLES AT THIS FACADE REMAIN AT THIS FACADE (E)WOOD DECK TO REMAIN (E)WOOD FRAME STRUCTURES W/(N) CONC. FOUNDATIONS 1 EXTERIOR ELEVATION: SOUTH L SCALE: 1/4"= 1'-0" 1 A301 77 REPLACE SHUTTER WITH WINDOW FROM DEMOLISHED STRUCTURE (E)WINDOW TO REMAIN 14 (N)WOOD ROOF SHINGLES, TYP.AT(E)STRUCTURES TOP OF NEW STRUCTURE 9'-7" FINISH CEILING i ISSUE FOR TOWN PERMIT 01/05/18 j QED ARC 18 (E)CEDAR SHINGLES TO REMAIN ��'��' N�gpN�sy/,� j AT THIS FACADE. RESTORE/CLEAN G �� TO A LIGHTER GREY FINISH FLOOR \ / (N)CONC. FOUNDATION �� F p291 GRADE (N)STEEL FRAME STRUCTURE (E)WINDOWS TO REMAIN W/GLASS&STEEL ENCLOSURE PROJECT NO.1610 (N) POURED-IN-PLACE CONC. STEPS NICHOLSON RESIDENCE (E)WOOD FRAME STRUCTURES 8100 INDIAN NECK ROAD _ W/(N) CONC. FOUNDATIONS PECONIC, NY 11958 (E)CEDAR SHINGLES TO REMAIN EXTERIOR ELEVATION: NORTH AT THIS FACADE. RESTORE/CLEAN TO A LIGHTER GREY I DRAWING TITLE: 2SCALE: 1/4"= 1'-0" J Exterior Elevations DATE: 01/05/18 DWG NO.: SCALE: AS NOTED A-201 DRAWN BY: NCL NICHOLSON RESIDENCE 8100 INDIAN NECK RD, PECONIC, NY ARCHITECTURAL DESIGN BY: DELL LANE BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 2 718.330.0471 A301 STRUCTURAL ENGINEER: S.L.MARESCA&ASSOCIATES STEVE MARESCA CONSULTING ENGINEERS 188-07 W.MONTAUK HIGHWAY HAMPTON BAYS,NY 11946 (N) BRICK CHIMNEY - 631.728.9480 0 Zv SURVEYOR: YOUNG&YOUND SURVEYORS ROOF RIDGE HOWARD W.YOUNG 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 631.727.2303 (E)SHUTTERS EXPEDITOR: EN-CONSULTANTS INC TO REMAIN ROBERTHERRMANN (N)WOOD ROOF SHINGLES, 1319 N.SEA ROAD TYP. AT(E)STRUCTURES SOUTHAMPTON NY 11968 I Er I I � (E) DOORS TO REMAIN I I I I 12 I I I I I I I I (E)CEDAR SHINGLES TO 07 06 I REMAIN AT THIS FACADE (N)CONC. FOUNDATION (E)CEDAR SHINGLES TO (N)STEEL FRAME STRUCTURE (E)WINDOW TO REMAIN REMAIN AT THIS FACADE W/GLASS&STEEL ENCLOSURE (E)WINDOWS TO REMAIN (E)WOOD FRAME STRUCTURE W/(N)CONC. FOUNDATIONS BASEMENT ACCESS HATCH EXTERIOR ELEVATION: EAST SCALE: 1/4"= 1'-0" 2 A301 (E)WOOD VENT TO REMAIN, WEATHERPROOF (N) BRICK CHIMNEY (N)WOOD ROOF SHINGLES, TYP.AT(E)STRUCTURES CONVERT(E)VENT TO EXHAUST FOR RANGE HOOD TOP OF NEW STRUCTURE 9'-7" FINISH CEILING ISSUE FOR TOWN PERMIT 01/05/18 i I r I SEAL: QED ARC 17 I O i I i E CEDAR SHINGLES TO REMAIN y�T o i i I i I i AT THIS FACADE u�zo GNESON/s -- I i i cc i I L it \ i - - FINISH FLOOR 02911%0 4C 11-01, ADE F (E)WINDOWS TO REMAIN (N)STEEL FRAME STRUCTURE (E)WINDOWS TO REMAIN (E)CEDAR SHINGLES TO REMAIN W/GLASS& STEEL ENCLOSURE _(E)SHUTTERS TO REMAIN PROJECT N0.1610 AT THIS FACADE (E)WOOD FRAME STRUCTURES NICHOLSON RESIDENCE W/(N)CONC. FOUNDATIONS 8100 INDIAN NECK ROAD PECONIC, NY 11958 2 EXTERIOR ELEVATION: WEST J SCALE: 1/4"= 1'-0" DRAWING TITLE: Exterior Elevations DATE: 01/05/18 DWG NO.: SCALE: 1/4" = 1'-0" A-202 DRAWN BY: NCL NICHOLSON RESIDENCE 8100 INDIAN NECK RD, PECONIC, NY ARCHITECTURAL DESIGN BY: DELL LANE BARBARA SCHN ITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: S.L.MARESCA& (N) STEEL FRAME STRUCTURE STEVE MARESCA ASSOCIATES W/GLASS& STEEL ENCLOSURE CONSULTING ENGINEERS 188-07 W.MONTAUK HIGHWAY 1 ROOF OVERHANG A501 HAMPTON BAYS,NY 11946 r - - - - 1 — — — — — — — — — — — — — — — — — — — r`TOP OF STRUCTURE (EXIST.) 631.728.9480 (E)WOOD FRAME STRUCTURE I I SURVEYOR: YOUNG&YOUND SURVEYORS ON (N)CONCRETE FOUNDATION HOWARD W.YOUNG 400 OSTRANDER AVENUE (E)CEDAR SHINGLES TO 631.727.2303NY 11901 REMAIN AT THIS FACADE TOP OF NEW STRUCTURE EXPEDITOR: CONSULTANTS INC ROBERT HERRMANN 1319 N.SEA ROAD 9'-7" sit SOUTHAMPTON NY 11968 FINISH CEILING ----------- 9' i 0 15 I I �\ J11 (E)WOOD FRAME STRUCTURE COI I i ON (N)CONCRETE FOUNDATION (E)WOOD DECK TO REMAIN lul LIVING ROOM FINISH FLOOR —— — — — — — _-Nil __- _ _ _ — _ - - - - - - -�FINISH FLOOR GRADE OL JkGRADE 0'-0" I I I ( 0'-0" (EL. 14'-10") i I I oCP r I I I I BASEMENT BASEMENT ( I I TOP OF SLAB ( ( TOP OF SLAB FFFPFFFFfRTM (6'-9") A501 A501 BUILDING SECTION SCALE: 1/4"= 1'-0" TOP OF NEW STRUCTURE 9'-7" FINISH CEILING 9'-0" -�— — — — i ISSUE FOR TOWN PERMIT 01/05/18 0 o i SEAL: o � o ���ED ARcyi bo 00 GNESO/yjs �F 109 10 `` �� ii 106 2 �„►,� BEDROOM HAL WAY / BEDROOM FINISH FLOOR -h —_- -_- - - ----- --- - --- -- ---" - o PROJECT NO.1610 Fo NICHOLSON RESIDENCE 8100 INDIAN NECK ROAD 001 PECONIC, NY 11958 TOP OF SLAB BASEMENT DRAWING TITLE: Building Sections 2 BUILDING SECTION SCALE: 1/4"= 1'-0" DATE: 01/05/18 DWG NO.: SCALE: AS NOTED A-301 DRAWN BY: NCL NICHOLSON RESIDENCE VENTED RIDGE FOR WOOD SHINGLES 8100 INDIAN NECK RD, PECONIC, NY (N) RIDGE BEAM, VARIES PER STRUCTURE (N)WOOD SHINGLE ROOFING ARCHITECTURAL DESIGN BY: VENTILATION MAT OVER MEMBRANE DELL LANE (N)AIR/WATER/VAPOR BARBARA SCHNITZLER BARRIER OVER(E)SHEATHING 220 OLD HARBOR RD (N)WOOD SHINGLE ROOFING (E) ROOF RAFTERS NEW SUFFOLK, NEW YORK 11956 VENTILATION MAT OVER MEMBRANE / (N) ROOF RAFTERS ARCHITECT OF RECORD: (E) SHEATHING TO REMAIN, / (N) INSULATION, R-38 MIN. LEE&CHESONIS DESIGN NIDA CHESONIS LEE REPAIR AS NEEDED 14 VERONA STREET SUITE 3D ROOF ASSEMBLY: (N)AIR/WATER/VAPOR \ BROOKLYN, NEW YORK 11231 METAL ROOFING BARRIER OVER(E) SHEATHING 718.330.0471 RIGID INSULATION, 2"MIN. (E)WOOD FRAMING / \ STRUCTURAL ENGINEER: ROOFING MEMBRANE OVER SHEATHING (N)WOOD FRAMING \ S.L.MARESCA&ASSOCIATES / STEVE MARESCA 5/8" PLYWOOD SHEATHING INSULATION, SPRAY FOAM CLOSED / CONSULTING ENGINEERS CELL, R-38 MIN. (AIR IMPERMEABLE 188-07 W.MONTAUK HIGHWAY METAL GUTTER,TO MATCH ��2_ 12 _ INSULATION) / 631^728 9480AYS,NY 11946 METAL CLADDING&STEEL — TOP OF STRUCT. _ AT WINDOWS SURVEYOR: YOUNG&YOUND SURVEYORS 9'-7" (EL. 24'-5") HOWARD W.YOUNG STEEL FRAMING / 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 FIN. CEILING I>< / 9'-0" (EL. 23'-10") I I 631.727.2303 EXPEDITOR: EN-CONSULTANTS INC METAL CLADDING WRAPS EAVE I GWB, TAPED SEAMS ROBERT HERRMANN EDGE&GUTTER. CLADDING I 1319 N.SEA ROAD TO MATCH STEEL AT WINDOW. I (N) METAL GUTTERFINISH CEILING, SOUTHAMPTON NY 11968 AT(E)WOOD EAVES T&G BOARDS BATT INSULATION TOTAL ROOF ASSEMBLY INSULATION R-VALUE= 38 I I I I FINISH CEILING,WOOD T&G I I FURRED SPACE FOR ELEC. I I GLAZING SYSTEM PER SPECS I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I bo I I I I I bo I I I I I I Lu I I I I Q I I I I I I I I I I I I . WINDOW PER SCHED. I I I I I I I I I I I I I I I I COLUMN CLADDING BY STEEL WINDOW MANUF. INSULATION: R-19 MINUMUM CLOSED CELL SPRAY FOAM, R=6.5/IN STEEL COLUMN BEYOND N & E 2X4 WOOD STUDS (N) GWB, PNTD. HVAC OUTLETS ALONG (E)SHEATHING (N)WOOD BASEBOARD, PNTD. GLASS WALL (E)CEDAR SHINGLES,— (N)T&G WOOD FLOORING POLISHED CONCRETE, 2"THK. REPLACE AS NEEDED 3/4"APA RATED PLYWOOD SUBFLOOR (N)3/4"APA RATED PLYWOOD SUBFLOOR METAL CLADDING TO MATCH STEEL METAL C-JOISTS (N)WOOD JOISTS(9-1/2"TJI) I � 14 FIRST FLOOR(F.F.) WINDOWS ABOVE iL dk FIRST FLOOR(F.F.) V1 p 1 0 - - - -- I77 , 5/8"X 16"A.B. @ 32"0.C. & ---__--- . - - -_ -- - b 12" FROM EACH CORNER g GRADE 5%GRADE MIN. a 4 GRADE 5%GRADE MIN. w ,� ° SILL GASKET MEMBRANE AND 0'-0" (EL. 14'-10") �� i INSULATION AT RIM JOIST 0'-0" (EL. 14'-10") COPPER TERMITE SHIELD \\! \\ � ° a. SILL GASKET MEMBRANE AND COPPER TERMITE SHIELD \\ /� \\ 6 4 (1)#4 REBAR (2)#5 REBAR —I\\i\\ \-i\\\ \\I ' .6„ (1)#4 REBAR ol TREATED LUMBER 1011 4 * (2)#5 REBAR UNFINISHED, CONDITIONED 5/8"X 16"A.B. @ 32"O.C. & BASEMENT _ \` - `\ �'` I \�\` . ' 12 FROM EACH CORNER ISSUE FOR TOWN PERMIT 01/05/18 UNFINISHED, CONDITIONED o SEAL: oo ARC BASEMENT � Gj�� ESON yOJ' 2" RIGID FOAM INSULATION (R ) -10), f \ \� d 2" RIGID FOAM INSULATION R-10 FIRE-RATED. TAPED OR SEALED JOINTS. —_—_1� \\\ FIRE-RATED. TAPED OR SEALED JOINTS. 4 REINFORCED CONC. SLAB. PROVIDE 6x6 4 REINFORCED CONC. SLAB. PROVIDE 6x6 k W1.4/w1.4 WELDED WIRE MESH = I I�� r \\ W1.4/w1.4 WELDED WIRE MESH WATER PROOFING � -�' i WATER PROOFING -i— MEMBRANE _ — ice`'� ° CONT.VAPOR BARRIER OVER MEMBRANE — �' \\\ a' CONT.VAPOR BARRIER OVER INSULATION �.9 0291 A0 PROTECTION BOARD _�''— \ 1�! \ a .a ° INSULATION (SHEET POLYETHYLENE} PROTECTION BOARD = _ \i i� ° d (SHEET POLYETHYLENE) F OVER MEMBRANE \ \\� 2" RIGID FOAM INSULATION, EXTRUDED OVER MEMBRANE �`\\ i 1. V�j ° „ i \ 2 RIGID FOAM INSULATION, EXTRUDED REINFORCED CONC. - ;\i �- ° POLYSTYRENE(XPS)OR EXPANDED REINFORCED CONC. _ =`\ �-i\ POLYSTYRENE (XPS)OR EXPANDED FOUNDATION WALL "fi\\ -�i�' 4 POLYSTYRENE (EPS) FOUNDATION WALL — — —�� \i 4 ( ) ��o� a \ a POLYSTYRENE EPS PROJECT N0.1610 1 _ GRAVEL = I\!�� ° 6"GRAVEL BED GRAVEL I_ — \\ ° . d BED 6"GRAVEL NICHOLSON RESIDENCE 4 COMPACTED SOIL AB I� C` o d 4 °' COMPACTED SOIL 8100 INDIAN NECK ROAD TOP OF SLAB ° TOP OF SL `� ° PECONIC, NY 11958 -6-9 o 0 0 0 4 ° e -6-9 d ° o 0 0 0 0 (2)#5 REBAR I —_ a (2)#5 REBAR 4 I I_ . ° d — d o 0 0 0 0 0 0 0 0 0 0 0 o DRAWING TITLE: 8X16 POURED CONC. - o o 0 0 o o 0 0 0 0 8X16 POURED CONC. FOOTING o Typical Wall Sections_ _ q _ _ q _ _ _ _ FOOTING ° � —I I III—ISI I— —— — I _ I —I _ CAPILARY BREAK —_ CAPILARY BREAK — — OVER FOOTING _ OVER FOOTING ————I I I — (DAMPPROOFING — (DAMPPROOFING =I— I I I I I—I —I I —I —I I OR MEMBRANE) _ OR MEMBRANE) =IIIIII-III-III-IIIIIIIIIIIIIIIIIIIII-IIIIII-III-III- -, ;,-,;, ;,-,JI; ,-;, DATE: 01/05/18 DWG No.: SCALE: AS NOTED A-501 2WALL SECTION, TYP. AT (N) GLASS & STEEL ENCLOSURE WALL SECTION, TYP. AT (E) STRUCTURES DRAWN BY: NCL SCALE: V= 1'-0" SCALE: 1"= 1'-0" NICHOLSON RESIDENCE 8100 INDIAN NECK RD, PECONIC, NY FRAMING NOTES STRUCTURAL-GENERAL NOTES ARCHITECTURAL DESIGN BY: D. STRUCTURAL STEEL TI•♦i. LIGHT GAGE METAL FRAMING DELL LANE 1. ALL FRAMING LUMBER SHALL BE GRADE-STAMPED 9. NAILING SCHEDULE SHALL BE AS PER THE N,Y.S A.GENERAL BARBARA SCHNITZLER DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 OR BUILDING CODE AS A MINIMUM.ALL 2 X 6 STUDS 1. ALL STRUCTURAL STEEL SHALL BE CONFORMING TO ASTM 220 OLD HARBOR RD BETTER, SHALL RECEIVE 5-10D NAILS AT SILLAND PLATE. 1 RELEVANT NOTES ON THIS AND OTHER STRUCTURAL SPECIFICATIONS AS FOLLOW: SYSTEM COMPONENTS:CONTRACTOR TO SUPPLY STANDARD LOAD-BEARING STEEL NEW SUFFOLK, NEW YORK 11956 DRAWINGS ARE APPLICABLE TO ALL STRUCTURAL DRAWINGS. ALL EXTERIOR NAILS SHALL BE GALVANIZED. STUDS AND JOISTS OF TYPE,SIZE,SHAPE,AND GAGE AS INDICATED ON DRAWINGS, 2. ALL SHEATHING TO BE APA RATED,EXPOSURE 1,5/8" SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. WITH EACH TYPE OF METAL FRAMING REQUIRED,PROVIDE MANUFACTURER'S MIN,THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4"' WIDE FLANGE: A992-GR50 ARCHITECT OF RECORD: O.C.EXTERIOR EDGES AND BD @ 12"O,C. 2. ALL WORK TO CONFORM TO OR EXCEED REQUIREMENTS STANDARD STEEL RUNNERS(TRACKS),BLOCKING,LINTELS,CLIP ANGLES,SHOES, OF LOCAL BUILDING CODES AND OTHER GOVERNING AGENCIES. HSS: A500-GR B REINFORCEMENTS,FASTENERS,AND ACCESSORIES FOR APPLICATIONS INDICATED LEE&CHESONIS DESIGN 3, ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, INTERMEDIATE STEEL AN,GLE: A36 EXPOSURE 1,314"MINIMUM THICKNESS. ALL EDGES OF 3, CONTRACTOR SHALL INVESTIGATE AND VERIFY EXISTING CONDITIONS AS NEEDED TO PROVIDE A COMPLETE METAL FRAMING SYSTEM. NIDA CHESONIS LEE PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND 11, ALL INTERIOR AND EXTERIOR FINISHES,FLASHING PLATES: A36 NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. AND WATERPROOFING SHALL BE BY ARCHITECT. AND SHALL BRING ANY DISCREPANCIES SPECIAL CONDITIONS THAT WILL 14 ERONA STREET SUITE 3 AFFECT WORK 70 THE ATTENTION of THEE ENGINEER As Sooty As POSSIBLE. 1. FOR 18 GAGE OF LICHER UNITS: FABRICATE METAL FRAMING COMPONENTS OF BROOKLYN, NEW YORK 11233 1 2. AFFIDAVIT TO BE FILED WITH BUILDING DEPARTMENT UPON REQUEST. COMMERCIAL QUALITY STEEL SHEET WITH MINIMUM YIELD POINT OF 33,000 PSI; 718.330.0471 4. ALLHEADERS V-0"AND OVER SHALL BE SUPPORTED 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 4. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY WITH DOUBLE UPRIGHTS;9'-0"AND OVER WITH AND STUD WITH GALVANIZED HURRICANE TYPE ENGINEER BEFORE FABRICATION AND INSTALLATION OF ANY WORK. ASTM'A653 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTORS BY"SIMPSON"OR APPROVED EQUAL, 3. ALL STRUCTURAL STEEL FABRICATION,ERECTION,AND CONNECTIONS STRUCTURAL ENGINEER: MINIMUM OF 2-2 X 8 OR AS SHOWN ON DRAWING. FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE 5. CONTRACTORS MUST COORDINATE DETAILING AND LOCATION OF PENETRATIONS, SHALL CONFORM TO LATEST AISC STANDARDS AND SPECIFICATIONS TYPE 2 2• PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS COMPLYING CLIPS AT ALL PERIMETER JOIST-TO-GIRDER CONNECTIONS INSERTS,ANCHORS,ETC.,OFALLTRADES AND MUST PROVIDE AND INSTALL WITH ASTM A653 FOR MINIMUM G 60 COATING S.L.MARESCA&ASSOCIATES 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS ANCHORS,INSERTS,HANGERS,ETC.,AS REQUIRED BY VARIOUS TRADES. NOT ALL CONSTRUCTION EXCEPT AS NOTED, STEVE MARESCA AND FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA- ARE SHOWN ON PLANS. S. FASTENERS:PROVIDE NUTS,BOLTS,WASHERS,SCREWS AND OTHER CONSULTING ENGINEERS *8"-0"O.C.MINIMUM,PROVIIDE 2"SPACE FORAIR PACIFIC GPI SERIES WOOD T BEAMS,OPEN WEB JOISTS AND LVL 4. ALL FIELD CONNECTIONS TO BE 3/4"DIA. MACHINE BOLTS UNLESS INDICATED CIRCULATION IN ROOFS. PRODUCTS OR EQUAL. ALL OPEN WEB JOISTS SHALL BE 6. ANY INCONSISTENCIES IN DIMENSIONS ON PLANS SHALL BE BROUGHT TO THE FASTENERS WITH CORROSION-RESISTANT PLATED FINISH 188-07 W.MONTAUK HIGHWAY REINFORCED BENEATH ALL POINT LOADS.ALL JOISTS,GIRDERS, ATTENTION OF THE ENGINEER FOR RESOLUTION, OTHERWISE, SHOP CONNECTIONS TO BE EITHER MACHINE BOLTED OR HAMPTON BAYS,NY 11946 6, DOUBLE FRAMING AROUNDALL OPENINGS(SKYLIGHTS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED WELDED. ALL BOLTS TO BE A-325 FRICTION TYPE.CONNECTIONS SHALL BE 4, GALVANIZING REPAIR:WHERE GALVANIZED SURFACES ARE DAMAGED, 631.728.9480 STAIRS,ETC.)OR AS NOTED ON DRAWINGS. AS PER MANUFACTURER'S RECREQUIRED ATAL LOAD . WEB 7, ALL FRAMING AND WALLS SHOULD BE ADEQUATELY BRACED DURING PER TYPE I CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE PREPARE SURFACES AND REPAIR IN ACCORDANCE WITH PROCEDURES STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND SPECIFIED IN ASTM A780 SURVEYOR: YOUNG&YOUND SURVEYORS LATERAL SUPPORT IS PROVIDED BY OTHER REQUIRED CONSTRUCTION 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL BEARING POINTS RTA MINIMUM, A SINGLE 1 3l4 .CONSTRUCTION AGAINST MOVEMENT IN ANY DIRECTION AT ANY LEVEL UNTIL DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE MOVEMENT AND SHEAR PARTITIONS OR AS NOTED ON DRAWINGS, LVL RIM JOIST SHALL BE REQUIRED AT FLOOR CAPACITY, ALL REMAINING STEEL TO HAVE TYPE 2 CONNECTIONS. HOWARD W.YOUNG PERIMETERS.HANDLING,STORAGE,AND ERECTION OF B. FOUNDATIONS A-3076OLTS MAYBE USED FOR MINOR CONNECTIONS WHEN ACCEPTABLE fNSTALLATION: 400 OSTRANDER AVENUE 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED COMPONENTS SHALL BE AS PER MANUFACTURER'S RIVERHEAD,NY 11901 WITH RATED GALVANIZED CONNECTORS BY"SIMPSON" RECOMMENDATIONS TO ENGINEER. ANCHOR BOLTS TO BE F1554 GR.36, OR APPROVED EQUAL.ALL LUMBER IN GROUND CONTACT OR 1. FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL GRANULAR MATERIAL 1. GENERAL:INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH 631.727.2303 EXPOSED ABOVE GROUND TO BE MICRONIZED COPPER& 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2"DIA. OF 2.0 TSF MINIMUM BEARING CAPACITY. WHERE INDICATED,FOOTING MAY BEAR MANUFACTURER'S PRINTED OR WRITTEN INSTRUCTIONS AND TEBUCONAZOLE TREATED(MCA).(ABOVE GROUND-0.07 PCF 1 GALVANIZED MACHINE BOLTS @ 12"'O.C.OR SIMPSON'STRONG ON GRANULAR BACKFILL,MACHINE-COMPACTED IN LAYERS OF 12 INCHES TOA 5. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO RECOMMENDATIONS EXPEDITOR: EN-CONSULTANTS INC GROUND CONTACT-0.16 TO 0.24 PCF).TREATED LUMBER DRIVE SCREWS'(9 12"O.C.,STAGGERED BOTH SIDES OF MINIMUM OF 959 MAXIMUM DENSITY PER ASTM D1557, AFTER EXCAVATING TO THE ENGINEER FOR APPROVAL.ERECTION OF STRUCTURAL STEEL SHALL APPROPRIATE LEVELS,PROVIDE ENGINEER WITH AMPLE TIME TO REVIEW ROBERT HERRMANN WILL REQUIRE STAINLESS STEEL FASTENERS,ANCHORS STACK.LENGTH OF SCREW TO BE MAX.1'"LESS THAN STACK WIDTH. EXCAVATED CONDITIONS BEFORE PLACING FOUNDATIONS. NOT PROCEED UNTIL THE SHOP'DRAWINGS HAVE BEEN APPROVED. 5. RUNNER TRACKS:INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS 1319 N.SEA ROAD AND CONNECTORS. ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS O F STUDS. SOUTHAMPTON NY 11968 2. CELLAR SLAB SHALL BE PLACED ON 3"SAND FILL OVER 6 MIL LAPPED AND TAPED 6. ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF GENERAL NOTES POLYETHYLENE VAPOR BARRIER. CONSTRUCTION INVOLVED,EXCEPT DO NOT EXCEED 24 INCHES O.C.SPACING 7. ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE SHALL RECEIVE FOR NAIL OR POWER-DRIVEN FASTENERS OR 16 INCHES O.C.FOR OTHER 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 13. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER C.CONCRETE AND REINFORCING STEEL ACCORDANCE WITH THE NEW YORK STATE UNIFORM SUPPLY SHALL BE DESIGNEDAND BUILT IN ACCORDANCE ONE SHOP COAT OF APPROVED PAINT,AND AFTER ERECTION,ONE FIELD TYPES OF ATTACHMENT. PROVIDE FASTENERS AT CORNERS AND ENDS OF BUILDING CODE,THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 1. DESIGN,MATERIALS&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE COAT. OMIT PRIMER PAINT AT LOCATION OF FIELD WELDS AND HIGH TRACKS, CONSERVATION CODE AND LOCAL AUTHORITIES. SERVICES. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 OF THE STRENGTH BOLTS. THESE AREAS SHALL RECEIVE TWO COATS ONCE AMERICAN CONCRETE INSTITUTE-LATEST EDITION. ULTIMATE DESIGN STRENGTH CONNECTIONS HAVE BEEN COMPLETED. ALL STEEL NOT IN CONDITIONED 6, INSTALLATION OF WALL STUDS:SECURE STUDS TO TOP AND BOTTOM RUNNER 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI.AT 28 DAYS,EXCEPT TRACKS BY EITHER WELDING OR SCREW FASTENING AT BOTH INSIDE AND MINIMUM 28 DAY STRENGTH OF 3000 PSI. WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. CONCRETE SLAB,WHICH SHALL BE 4000PSL SPACE SHALL HAVE ONE PRIME COAT+TWO FINAL COATS OF RUSTPROOF OUTSIDE FLANGES.SET STUDS PLUMB,EXCEPT AS NEEDED FOR DIAGONAL 3. ALL LUMBER SHALL BE GRADE-STAMPED DOUGLAS 15, ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40+DEG.F IF EPDXY PAINT SYSTEM.ALL DAMAGED AREAS OF PAINT TO BE REPAIRED. BRACING OR REQUIRED FOR NONPLUMB WALLS OR WARPED SURFACES AND FIR-LARCH STRUCTURAL GRADE#2 OR BETTER. PRIOR TOAND DURING CONSTRUCTION, POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM SIMILAR REQUIREMENTS.WHERE STUD SYSTEM ABUTS STRUCTURAL COLUMNS FREEZING FOR APERIOD of 14 DAYS. 8. CONTRACTOR TO METALIZE OR GALVANIZE THE BOTTOM 24"OF ALL OR WALLS,INCLUDING MASONRY WALLS,ANCHOR ENDS OF STIFFENERS TO 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE STEEL COLUMNS OR BASE PLATES SET ONTO THE CONCRETE FOUNDATION, SUPPORTING STRUCTURES. STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. A. KEEP FORMS IN PLACE,COVER TOP AND SIDES OF FORMS WITH INSULATED APPLY TWO COATS OF EPDXY PAINT SYSTEM OVER TREATED AREAS. PARTITIONS,OR AS NOTED ON DRAWINGS. TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER POUR. 17. A)ALL STRUCTURAL STEEL SHALL BE CONFORMING TO ASTM 7. INSTALL SUPPLEMENTARY FRAMING,BLOCKING,AND BRACING IN METAL & BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR SPECIFICATIONS AS FOLLOW: S. AFTER FORMS ARE REMOVED,PROVIDE INSULATED TARPS TO HOLD HEATg, NO BEAMS OR COLUMNS SHALL BE CUT BY CONTRACTORS WITHOUT FRAMING SYSTEM WHEREVER WALLS OR PARTITIONS ARE INDICATED TO AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER POUR. BEAMS.SPACING NOT TO EXCEED 8', APPROVAL OF THE ENGINEERSUPPORT FIXTURES,EQUIPMENT,SERVICES,CASEWORK,HEAVY TRIM AND WIDE FLANGE: A992-GR50 FURNISHINGS,AND SIMILAR WORK REQUIRING ATTACHEMENT TO THE WALL OR 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE HSS: A500-GR B 3. CONCRETE&REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING . VERIFIED BY CONTRACTOR(S)PRIOR TO START OF STEELANGLE: A36 STANDARDS-LATEST EDITION, 10. THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED. PARTITION,WHERE TYPE OF SUPPLEMENTARY SUPPORT IS NOT OTHERWISE CONSTRUCTION AND ORDERING OF MATERIALS.THIS PLATES: A36 A. PORTLAND CEMENT AS PER ASTM C150-TYPE I. INDICATED,COMPLY WITH STUD MANUFACTURER'S RECOMMENDATIONS AND B.CONCRETE AGGREGATES AS PER ASTM C33, 314"MAX.SIZE. FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING INDUSTRY STANDARDS IN EACH CASE,CONSIDERING WEIGHT OR LOADING CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. B)ALL FASTENERS TO BE ASTM1-3'25 BOLTS,t'O OR AS SHOWN C.WATER SHALL BE CLEAN&FREE FROM INJURIOUS AMOUNT OF OILS,ACIDS, 11. GROUT UNDER ALL COLUMN AND BEAM BEARING PLATES. GROUT SHALL BE RESULTING FROM ITEM SUPPORTED. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ON DRAWING ALKALIS,SALT,ORGANIC MATERIALS&DELETERIOUS SUBSTANCES. SHALL BE NON-SHRINK, PROPAK OR EQUAL. ARE MET,ALL FILL BENEATH CONCRETE SLABS TO BE D.REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, B. FRAME WALL OPENINGS LARGER THAN 2 FEET SQUARE WITH DOUBLE STUDS COMPACTED TO 950%RELATIVE DENSITY. C)ALL EXPOSED STRUCTURAL STEEL SHALL HAVE TWO PRIME DEFORMED AS PER ASTM A615,GRADE 60. ALL SPLICES SHALL BE A MINIMUM OF AT EACH JAMB OF FRAME EXCEPT WHERE MORE THAN TWO ARE EITHER COATS+1 FINAL COAT OF RUSTPROOF EPDXY PAINT 40 DIA.IN LENGTH. HOOKS AND TIES SHALL CONFORM TO C.R.S.I.STANDARDS. 12• PROVIDE LOOSE LINTELS AS REQUIRED FOR OPENINGS 1'N MASONRY WALLS 7, ALL HEADERS WTO W LONG TO BE SUPPORTED BY SYSTEM.ALL DAMAGED AREAS OF PAINT TO BE REPAIRED E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND A185-84. AND PARTITIONS, SHOWN OR INDICATED IN MANUFACTURERS'S INSTRUCTIONS. INSTALL RUNNER DOUBLE UPRIGHTS;9'AND LONGER BYTRIPLE UPRIGHTS. F.WATERPROOFING AS PER ACI 515.18-79. TRACKSAND JACK STUDS ABOVE AND BELOW WALL OPENINGS.ANCHOR ALL HEADERS TO BE MINIMUM 2-2 X 8 OR AS SHOWN ON 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE TRACKS TO JAMB STUDS WITH STUD SHOES OR BY WELDING,AND SPACE JACK DRAWINGS, NECESSARY TO PROTECTTHE ENGINEER AND OWNER. 4. ALL CONCRETE SHALL HAVE: 13. PROVIDE HOLES IN SHOP FOR BOLTED BLOCKING, PIPE PENETRATIONS,ETC. STUDS SAME AS FULL-HEIGHT STUDS OF WALL. SECURE STUD SYSTEM WALL 8, PROVIDE FIRESTOPPING ATALL LEVEL PENETRATIONS, 19. DO NOT BACKFILLAGAINST THE FOUNDATION WALLS UNTIL A. AIR ENTRAINMENT(5-7%RETENTION) DETAILS SHALL BE SHOWN ON SHOP DRAWINGS FOR REVIEW BY ENGINEER, OPENING FRAME IN MANNER INDICATED. FLOOR SYSTEM INSTALLATION IS COMPLETE. S. WATERPROOFING ADMIXTURE XYPEX Admix C-500(DOSAGE RATE 2-30h) 9. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS, (WHERE SPECIFIED) 14. BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF 9. FIELD PAINTING:TOUCH UP DAMAGED SHOP-APPLIED PROTECTIVE COATINGS. SKYLIGHTS,EXTERIOR DOORS,WINDOWS,DECKS AND ETC. 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN REACTIONS+LOADS USE COMPATIBLE PRIMER FOR PRIME-COATED SURFACES,USE GALVANIZING THE BASEMENT(IF APPLICABLE).POSITION ALARMS NEAR S. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED 10, DO NOT SCALE DRAWINGS. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. VIRGIN SOIL OR COMPACTED GRANULAR FILL HAVING A MINIMUM BEARING CAMICITY REPAIR SYSTEM FOR GALVANIZED SURFACES OF TWO TONS PER SQ,FT. E. OPEN ' EB STEEL JOISTS 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- 21, SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM AND g, THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR BOLTS, H. MISCELLANEOUS ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, ON EACH LEVEL OF DWELLING,AS REQUIRED BY THE NEW INSERTS,SLEEVES,ETC, AS REQUIRED BY OTHER TRADES. SUPERVISION OR ADMINISTRATION OF THIS YORK STATE BUILDING CODE. 1. ALL JOISTS AND ACCESSORIES SHALL BE OF THE TYPE,SIZE,GAGE AND CONSTRUCTION PROJECT.FEDERAL,STATE AND LOCAL 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND SPACING AS SHOWN ON THE PLANS. 1. PRECISE LOCATION OF STRUCTURAL PENETRATIONS AND OF STRUCTURAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE 22. ANYALTERATION,REPAIR,ADDITION TO OR CONVERSION OF WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS TO PRECLUDE MEMBERS AFFECTED BY EQUIPMENT ARE TO BE DETERMINED BY CONTRACTOR RESPONSIBILITY OF THE CONTRACTOR. AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW ANY CORROSION. AFTER COORDINATION WITH REQUIREMENTS OF EQUIPMENT MANUFACTURERS REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE 2. DESIGN,FABRICATION,AND ERECTION OF ALL STEEL JOISTS SHALL 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO UPGRADED WITH HARD-WIREDAND INTERCONNECTED SMOKE 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. CONFORM WITH THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE(SJI)- AND OTHER TRADES AND SHALL BE SUBMITTED ON SHOP DRAWINGS FOR FACILITATE CONSTRUCTION AND SHALL NOT BE ALARMS. REVIEW BY ENGINEER. CONSTRUED ASA CONTRACT BETWEEN BUILDER AND LATEST EDITION.ALL STRUCTURAL JOISTS SHALL BE MARKED WITH THE OWNER. 23. THE NEW YORK STATE CODES ALSO APPLY TO ACCESSORY 9. ALL REINFORCEMENT SHALL BE TIED PLACE BEFORE CONCRETE IS POURED. MANUFACTURER'S NAME AND GAGE SIZE OF MATERIAL. ALL REINFORCEMENT AND FABRIC FORR CONCRETE POURED ON GROUND SHALL BE 2. ALL EXTERIOR EQUIPMENT,GROUND OR ROOF MOUNTED,TO BE ANCHORED TO STRUCTURE DESIGN. SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. SUPPORTING STRUCTURE TO PROVIDE A MINIMUM FACTOR OF SAFETY OF 1.5 24, GARAGE DOORS SHALL BE RATED FOR 120 MPH WIND LOAD, 10, ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED,LAPPED 3. ALL JOISTS SHALL RECEIVE ONE SHOP COAT OF APPROVED PAINT,AND AGAINST OVERTURNING IN A WIND EXERTING A FORCE OF 30 PSF. PERAC1318, CLASS"C", WITH 40 DIAMETERS MINIMUM,BENTAROUND CORNERS W/ AFTER ERECTION,TOUCH UP PAINT AS NECESSARY, 12" HOOKS.FOR FRAMED SLABS, LAPTOP BARS AT MID SPAN BETWEEN SUPPORTS 3, ALL EXTERIOR WALLS BELOW GRADE SHALL BE DAMPPROOFED AND SHALL DESIGN CRITERIA AND BOTTOM BARS AT SUPPORTS,REVERSE FOR FOUNDATION MATS. STAGGER 4, ALL BRIDGING SHALL BE CONTINUOUS TOPAND BOTTOM,AND SHALL BE HAVE BACK WALL DRAINS WERE SHOWN ON PLANS. SPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE FACES. WELDED TO JOISTS. PROVIDE"X"BRIDGING WHERE SHOWN. GROUND SNOW LOAD -25 PSF WEATHERING-SEVERE 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE FIRST LEVEL -40 PSF LL. FROST LINE DEPTH-36' USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. 5, ANY FIELD CUTOUT TO BE MADE IN JOISTS SHALL BE APPROVED BY,AND LIVING AREA -40 PSF LL, TERMITE- MODERATE TO HEAVY 12. EXCEPT AS NOTED,ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION REINFORCED AS SPECIFIED BY THE ENGINEER. NO CUTOUT SHALL BE MADE BED ROOMS -30 PSF.LL. DECAY-SLIGHT JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR.WALL SECTIONS SHALL BE PRIOR TO APPROVAL. EXPOSURE -C ICE SHIELD UNDERLAYMENT REQUIRED-YES PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS. WIND SPEED -140 MPH(3 SECOND GUST) 6. END BLOCKING SHALL BE PROVIDED WHERE JOISTS ARE NOT OTHERWISE 13. FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS SHALL RESTRAINED AGAINST ROTATION. SEISMIC DESIGN CATEGORY-B BE LOCATED AT MAXIMUM SPACING OF 40 ft., AT LEAST 4 FT.FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING DESIGN IN ACCORDANCE WITH AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT 7. ALL JOISTS TO BE WELDED OR BOLTED TO SUPPORTING STEEL PER SJI MANUAL FOR 1+2 FAMILY DWELLINGS-ENGINEERED DESIGN METHOD, WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. ACI CODE REQUIREMENTAND NEW YORK STATE BUILDING CODE. REQUIREMENTS. 14. HORIZONTAL CONSTRUCTION JOINTS Will NOT BE PERMITTED EXCEPTWHERE NOTED ,r� /�p,��+ ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. F. METAL FLOOR AND ROOF DECKS WINDOWS - GLAZED OPENINGS 1. METAL FLOOR DECK SHALL BE 1 1/2 INCHES DEEP,GALVANIZED,22 GAUGE COMPOSITE TYPE,EQUALTO UNITED STEEL DECK 1 1/2 INCH"B-LOK"OR FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA: BOWMAN 1 1/2 INCH"V GRIP." GLAZING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E- 1,886-97 AND ASTM 996-99 2. METAL ROOF DECK SHALL BE 1 1/2 INCHES DEEP,GALVANIZED,22 GAUGE, STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. WIDE RIB,EQUAL TO UNITED STEEL ROOF DECK"TYPE B"OR BOWMAN ROOF DECK"TYPE B," NEW STRUCTURES LOCATED WITHIN ONE(1)MILE OF MEAN HIGH WATER MUST HAVE GLAZING CONFORMING TO WIND ZONE 11. 3. WELD TO SUPPORTS,AND SCREW SIDE LAPS,PER MFRS. PROTECTIVE PANELS AVAILABLE FROM: RECOMMENDATIONS AND SPECS, CLEAR SHIELD HURRICANE&SECURITY PANELS(631.267.5060) -OR- 4. DECK UNITS SHALL BE IN LENGTHS TO SPAN OVER THREE OR MORE ISSUE FOR TOWN PERMIT 01/05/18 QUICK-GUARD STORM PANELS(631.287.5330) SUPPORTS WHERE POSSIBLE, ALL PROTECTION PANELS TO BE IN COMPLIANCE WITH LARGE MISSILE TEST OF ASTM E 1996 SEAL: AND ASTM 1886,AS NOTED IN NY STATE RESIDENTIAL CODE, 5. STONE CONCRETE TOPPING SHALL HAVE 28 DAY,4000 PSI,CLOSURES SHALL BE PROVIDED AT EDGES,AT PERIMETER AND AT OPENINGS TO SERVE AS czED A&C CONCRETE STOP. O�5 GHESO/��S 6. CONFORM TO STEEL DECK INSTITUTE RECOMMENDATIONS. 2� <�� �J1 air`'a G. MASONRY 1. ALL MASONRY WALLS AND PARTITIONS SHALL BE ANCHORED TO BEAMS AND COLUMNS WITH APPROVED TIES AT 32 INCHES ON CENTER EXCEPT AS N� X291 O� NOTED ANCHORS SHALL BE SIMILAR TO HECKMANN SLOTS AND BARS, T� TYPES 130& 135,OR ADJUSTABLE WIRE,TYPES 315&316, ALL WALLS AND PARTITIONS SHALL HAVE 9 GAUGE TRUSS TYPE REINFORCEMENT,16 INCHES ON CENTER MAXIMUM. PROJECT NO.16 NICHOLSON RESIDENCE 8100 INDIAN NECK ROAD PECONIC, NY 11958 DRAWING TITLE: Structural Notes, Diagrams & Schedules DATE: 01/05/18 DWG NO.: SCALE: AS NOTED S-101 DRAWN BY: NCL ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION N I C H O L S O N RESIDENCE OF FASTENER' 87 00 INDIAN NECK RD, PECONIC, NY Roof 4-8d box(2'/2"x 0.113')or 1 Blocking between ceiling joists or rafters to top plate 3-8d common(21/2"x 0.131');or Toe nail 1Od box(3"x 0.128%or 3-3"x 0.131"nails ARCHITECTURAL DESIGN BY: 4-8d box(21/,"x 0.113');or 3-8d common(2'12"x 0.131');or B DELL LANE 2 Ceiling joists to top plate 3-10d box(3"x 0.128 220 OLD HAARRBOORRD ");or Per joist,toe nail BARBARA 3-3"x 0.131"nails R RD RD NEW SUFFOLK, NEW YORK 11956 Ceiling joist not attached to parallel rafter,laps over 4-10d box(3"x 0.128');or 3 partitions[see Sections R802.3.1,R802.3.2 and Table 3-16d common(31/,"x 0.162');or Face nail ARCHITECT OF RECORD: R802.5.1(9)] 43"x 0.131"nails LEE&CHESONIS DESIGN Ceiling joist attached to parallel rafter(heel joint) 4 [see Sections R802.3.1 and R8023.2 and Table Table R802.5.1(9) Face nail DA CHESONIS LEE R802.5.1(9)] 14 VERONA STREET SUITE 3D 4-10d box(3"x 0.128'7;or BROOKLYN, NEW YORK 11231 5 Collar tie to rafter,face nail or 1'14"x 20 ga.ridge strap to 3-1 Od common(3"x 0.148');or Face nail each rafter rafter 43"x 0.131"nails 718.330.0471 3-16d box nails 0/2"x 0.135");or 2 toe nails on one side and 1 toe nail STRUCTURAL . 3-10d common nails(3"x 0.148');or on opposite side of each rafter or :.:.. .:::.: 2:.:.:. .:.:. . ::;:. ...; i::....::.. rr6S.L.MARESCA&ASSOCIATES 6 Rafter or roof truss to plate PP w�W.,.,��•-•--�, : :.� r•---,, 410d box(3"x 0.128');or , 43"x 0.131"nails truss 3 STEVE MARESCA CONSULTING ENGINEERS 4-16d(3"/2"X 0.135');or 188 07 W.MONTAUK HIGHWAY ,,x 0.148' •or 2 3 10d common(3/2 �> Toe nail 4-10d box(3"x 0.128');or ::::'::`.. .:...... .......:..:..:..:.. ;:'..:::::: `:::..::....:... ;.'.." '.. 631^728 9480AYS, Y 11946 „ „ 0 0 ......... . 43 x 0.131 nails ..........::::`:...........::.: ..; } 1:;.... Roof rafters to ridge,valla or h1 rafters or roof rafter d < Q 5 450 $e Y P 7 to minimum 2"ridge beam 3-16d box 31/,"x 0.135');or SURVEYOR: YOUNG&YOUND SURVEY ORS 2-16d common(3/, x 0.162'),,or End nail HOWARD W.YOUNG 3-10d box(3 x 0.128');or UE 3-3"x 0.131"nails . .. . .. . . . . .. . RIVERHEAD . •. 2.. i Wali ;.....::: NOTE: a =4 FT. IN ALL CASES 1 . 7 } 400 OSTRANDER AVENUE Y 1 901 631.727.2303 16d common(3/2"x 0.162") 24"o.c.face nail a 8 Stud to stud(not at braced wall panels) IOd box(3"x 0.128');or __ __ ____ _ EXPEDITOR. t I 16 o.c.face nail EN CONSULTANTS INC t 3"x0.131"nails '.:.:: . ..:..:.. .:. ROBERT HERRMANN .............. ..:.:::'.:. 16d box(31/,"x 0.135');or " Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails 12 o.c.face nail 68 1319 N SEA ROAD 9 `.`.:..:::. .:.::::2. :..:. .. . ..::;..., . ..:.._ . . .: . SOUTHAMPTON NY 119 (at braced wall panels) I " " 16d common(3'/2'x 0.162) 16 o.c.face nail 16d common(31/2"x 0.162) 16"o.c.each edge face nailGABLE ROOFS 10 Built-up header(2"to T'header with'/,"spacer) , , 16d box(3/,"x 0.135') 12"o.c.each edge face nail S 5-8d box(2'12"x 0.113');or O 4 5 11 Continuous header to stud 48d common(21/2"x 0.131');or Toe nail 4-1 Od box(3"x 0.128') a 16d common(3'/2"x 0.162") 16"o.c.face nail 12 Top plate to top plate 10d box(3"x 0.128');or " Y x 0.131"nails 12 o.c.face nail 8-16d common(3'12"x 0.162');m :.:.:....:.:.:..:..:.:.:..: Double top plate splice for SDCs A-D,with seismic braced 12-16d box(3'/,"x 0.135");or Face nail on each side of end joint wall line spacing<25' 12-10d box(3"x 0.128'1;or 13 12-3"x 0.131"nails (minimum 24"lap splice length each side of end joint) -.,....,... _. Double top plate splice SDCs Do,DI,or D2;and braced w��12-16d "x 0.135") line spacing z 25' ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERA b•° SPACING AND LOCATION 16d common(31/2"x 0.162') 16"o.c.face nail Bottom plate to joist,rim joist,band joist or I 14 16d box(3/"x 0.135 •or blocking(not at braced wall panels) 2 �' 12"o.c.face nail Y x 0.131"nails 3-16d box(311,"x 0.135");or 3 each 16"o.c.face nail 15 Bottom plate to joist,rim joist,band joist or 2-16d common(3'12"x 0.162'7;or 2 each 16"o.c.face nail blocking(at braced wall panel) 43"x 0.131"nails 4 each 16"o.c,face nail 4-8d box(21/2"x 0.113');or 3-16d box(3'/,"x 0.135');or 4-8d common(21/,"x 0.131');or Toe nail 410dbox 131" ails ');or COMPONENT AND CLADDING PRESSURE ZONES 16 Top or bottom plate to stud 43"x Q.131"nails 3-16d box{31/2"x 0.1350;or 2-16d common(31/2"x 0.162'7;or End nail 3-10d box(3"x 0.128);or 3-3"x 0.131"nails 3-10d box(3"x 0.128');or 17 Top plates,laps at comers and intersections 2-16d common(3'/,"x 0.162'7;or Face nail 3-3"x 0.131"nails 3-8d box(21/2"x 0.113');or 18 1"brace to each stud and plate 2-8d common(2'/2"x 0.131'7;or Face nail 2-10d box(3'x 0.1281;or 2 staples 13/4" 3-8d box(2'/2"x 0.113%or 19 1"x 6"sheathing to each bearing 2-8d common(21/2"x 0.131');or Face nail IMPSON LSTA24-20 GAUGE RIDGE STRAP 2-1 Od box(3'x 0.128),or 2 staples,1"crown,16 ga.,13/4"long W/18-10d NAILS-ALL ROOF RAFTERS 3-8d box(21/2"x 0.113');of N PLACE OF TRAP RAFTER 3-8d common(21/2"x 0.131');or WHERE RAFTERS DO NOT LINE UP WITH STUDS: 3-10d box(3"x 0.128');or SIMPSON H2,5 HURRICANE CLIPS @ 16"O.C. 3 ON EXTERIOR FACE OF PLATE W/5-8d NAILS EACH END 3 staples,l'crown,16 ga.,11/4"long ICE SHIELD UNDERLAYMENT 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail REQUIRED &SIMPSON MSTA24 18 GAUGE METAL STRAPS @ 32"O.C. W/18-10d NAILS 48d box(21/2"x 0.113');or 3-8d common(21/2"x 0.131');or 3-10d box(3"x 0.128');or 4staples,I"crown,16 ga.,I%"long Floor 48d box(21/2"x 0.113');or CEILING JOISTS 21 Joist to sill,top plate or girder 3-8d common(21/2"x 0.131.');or Toe nail 3-10d box(3"x 0.128');or 3-3"x 0.131"nails 8d box(21/2"x 0.113) 4"o.c.toe nail 24" PROVIDE 8d COMMON MAILS @ 4"O.C.AT 22 Rim joist,band joist or blocking to sill or top gd common(2'/2"x 0.131');or EXTERIOR EDGE OF plate(roof applications also) 10d box(3"x 0.128');or 6"o.c.toe nail ALL SHEATHING 3"x 0.131"nails 3-8d box(2'12"x 0.113');or WHERE RAFTERS AND STUDS ALIGN: 2-8d common(21/2"x 0.131');or SIMPSON H2AHURRICANE TIES @ 16"O.C. 23 1"x 6"subfloor or less to each joist 3-1 Od box(3"x 0.128);or Face nail W/5-8d NAILS @ RAFTER,2-Bd NAILS @ PLATE, 2 staples,I"crown,16 ga.,I%"long AND 5-8d NAILS @ STUD APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE HEADER ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER',4' SPACING AND LOCATION Floor 24 2"subfloor to joist or girder 3-16d box(3'/,"x0.135');or Blind and face nail SIMPSON LSTA361 114'WIDE 2-16d common(31/2"X 0.162) 18 GAUGE METAL STRAP " 3-16d box(3112"x 0.135');or @ JACK STUDS 25 2 planks(plank&beam-floor&roof) , At each bearing,face nail 24.10d NAILS 2-16d common{3/, x 0.162') 3-16d common(3'12"x 0.162') 2 X 6 STUDS @ 16"O.C. ISSUE FOR TOWN PERMIT 01/05/18 26 Band or rim joist to joist 4-10 box(3"x 0.128),or End nail SIMPSON MSTA18Z 8 GAUGE METAL�;PE 43"x 0.131 nails;or @ JACK STUDS 43"x 14 ga.staples,'/,"crown SIMPSON MSTAI8Z 14-1 Od NAILS SEAL: Nail each layer as follows:32"o.c. 11"WIDE.18 GAUGE 20d common(4"x 0.192)•or Y METAL STRAP @ 32"O.C. ! G+ at top and bottom and staggered. w/14-10d NAILS w o y/ 10d box(3"x 0.128');or 24"D.C.face nail at top and bottom SO/�/S Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides j"PLYWOOD SUBFLOOR SIMPSON LTPBGMAX W!8-8d 27 layers - GLUED&NAILED(TYPICAL) NAILS TOP+BOTTOM @ 16"OX. r Y And: PROVIDE SOLID BLOCKING Z �, 2-20d common(4"x 0.192');or Face nail at ends and at each splice @ ALL SUBFLOOR EDGES- NAIL SHEATHING TO TOP OF FOUNDATION * 3 3-10d box(3"x 0.128);or IST TWO BAYS OF JOISTS SILI LL PLATES 3-3•.x 0.131 nails 8d NAILS @ 4"O.C. 4-16d box(31/,"x 0.135');or 3-16d common{3'/,"x 0.162');or FLOORJOIST N�,9T 029 b� 28 Ledger stip supporting joists or rafters 4-10d box(3"x 0.128');or At each joist or rafter,face nail FLOOR JOIST 4-3"x0.131"nails F 29 Bridging to joist 2-1 Od(3"x 0.128) Each end,toe nail 5/8 X 12"A.B.@ 32"O.C.&12"FROM CORNERS a`;'-o. 2-2 X 6 ACO • • • ' ••. * , • .• •• •• • '' SPACING OF FASTENERS COUNTERSUNK W/3 X 3 X1 WASHER SILL PLATE y'. •• +• • ,• • • •4 PROJECT NO.1610 DESCRIPTION NUMBER AND '° � •. a • •' •°' • Intermediate ITEM OF BUILDING ELEMENTS TYPE OF FASTENER'-k' Edges a supportsa SILL SEALAND " •`• ' a (inches) inches SEE FOUNDATION DWG. TERMITE SHIELD (inches) FOR DESIGN �. � • .. • Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing #' • ' % a ' NICHOLSON RESIDENCE [see Table R602.3(3)for wood structural panel exterlor wall sheathing to wall framing) 8100 INDIAN NECK ROAD 30 3/8"-1/2" 6d common(2"x 0.113')nail(subfloor,wall)I 6 12' SECTION ELEVATION PECON IC, NY 11958 8d common(2'/,"x 0.131')nail(roof) 31 19/32"-1" 8d common nail(2'12"x 0.131) 6 121 32 1'/R"-1'/4" 10d common(3'.x 0.148'1 nail;or 6 12 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 8d(21/,"x 0.131)deformed nail Other wall sheathing° DRAWING TITLE: 33 1/,"structural cellulosic fiberboard 11/2"galvanized roofing nail,'/t6"head 3 6 sheathing diameter,orI"crown staple l6ga.,11/4"long Structural Notes, 34 '3/32"structural cellulosic 13/4"galvanized roofing nail,'/,,"head diame- 3 6 fiberboard sheathing ter,or 1"crown staple 16 ga.,1114"long Diagrams Schedules 35 '/,'gypsum sheathing" 14,"galvanized roofing nail;staple galvanized, 7 7 11/,"long;11/4 screws,Type W or S 36 3/s"gypsum sheathing" 15/4""galvan szed roofing nail;staple galvanized, 7 7 11/1 long;1/s'screws,Type W or S Wood structural panels,combination subfloor underiayment to framing DATE: 01/05/18 DWG NO.: 37 314"and less 6d deformed(2"x 0.120')nail;or 6 12 8d common(21/,'x 0.131)nail s"_ .131')nail;or 6 12 SCALE: AS NOTED 8d common(21/"x 0 38 / 1 8d deformed(2'%,"x 0.120')nail1 0 2 DRAWN BY: NCL 1 S- 39 1'/,"-1 1/4" 10d common(3"x 0.148")nail;or 6 12 8d deformed(2/,"x 0.120')nail For ST: 1 inch=25.4 mm,1 foot=304.8 mm,l mile per hour=0.447 m/s;1 ksi=6.895 MPa. NICHOLSON RESIDENCE 8100 INDIAN NECK RD, PECONIC, NY ARCHITECTURAL DESIGN BY: DELL LANE BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 I 718.330.0471 I STRUCTURAL ENGINEER: S.L.MARESCA&ASSOCIATES STEVE MARESCA CONSULTING ENGINEERS 188-07 W.MONTAUK HIGHWAY HAMPTON BAYS,NY 11946 631.728.9480 REINFORCED CONC. FOOTING I SURVEYOR: YOUNG&YOUND SURVEYORS ' 8" REINFORCED CONC. I HOWARD W.YOUNG FOUNDATION WALL 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 CONT. 2" RIGID INSULATION OR EQUAL 631.727.2303 4"THICK REINF. CONC. SLAB OVER CONT. EXPEDITOR: EN-CONSULTANTS INC VAPOR BARRIER OVER GRAVEL OVER ROBERT HERRMANN COMPACTED SOIL. TYP. THROUGHOUT. I 1319 N.SEA ROAD SOUTHAMPTON NY 11968 ---------------------------------/—[/ --------i ----------------------------------- --------- i 10" TYP. _ ----- b l I I ------------ -------------- ---- ----------- 6J18 I I I I I •. I Ir..'. I I I :. `• " I � i °; :. i 6J18 METAL JOISTS @ 16"O.C. i ' : i r-------- I I SET POST BELOW I s I I •` I C. - POST ABOVE L I i I I I I M I-- --------- -- ------------------- ------------------ -------- — ------------------- ------------------ —J IL-------� I I I I I I I 00 N I I I N N � I M M 0 I I , I r--------------------- ---------� I I I L------------------ -- ----`- --------� i A501 9-112 TJI/230 @ 16" O.C. - - --- --------- ------------- L------------------ .. 2 6J18 METAL JOISTS W/18 GA. I I II I 1 1 TYP• TRACK TOP& BOTTOM. A501 SEE 3/S103 I I - i I I •• I. ------------------------------------- I I I •' I ( • I a I J ------------------------------------------------- 6J 18 ------------------------------------------------6J18 METAL JOISTS @ 16"O.C. I i II I I I I I I I I I I I I I I ,. I I .• I ' ----------� I I L-----------� ---------------------- ------ 1 3 2x8 -------------------- -----------------J -----------I p ^,y I UP I N I I II I I I I I I SET POST BELOW POST ABOVE I i �? I I O I I 7. I I I U 001 M BASEMENT i - 1 I I N I I (UNFINISHED, CONDITIONED) I I I I I I I I ISSUE FOR TOWN PERMIT 01/05/18 I I 1 • 1 SEAL: NG�'`ESON/S T� I .. L-------------------- ------------------------------------ 1 L-------------------------------------------------------- 29� -1 � �� � 9 � F PROJECT NO.1610 I NICHOLSON RESIDENCE 8100 INDIAN NECK ROAD I PECONIC, NY 11958 FOUNDATION / BASEMENT FRAMING PLAN SCALE: 1/4"= 1'-0" DRAWING TITLE: Foundation, Basement Framing Plan DATE: 01/05/18 DWG NO.: SCALE: AS NOTED S-103 DRAWN BY: NCL ti