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Home My WebLink About42454-Z ��o��gUFFOj,�COG Town of Southold 11/2/2018 0 P.O.Box 1179 53095 Main Rd v'ytj�• ��o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40023 Date: 11/2/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 445 Glen Ct., Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/12/2018 pursuant to which Building Permit No. 42454 dated 3/12/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH FIRST AND SECOND FLOOR BALCONIES,ROOFTOP TERRACE, FRONT EXTERIOR STAIRCASE TO ROOF, FRONT STOOP,FINISHED BASEMENT AND GARAGE UNDER, AS APPLIED FOR, PER ZBA DECISION#6865, DATED 08-06-2015 The certificate is issued to Sack,David&Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0061 11-01-2018 ELECTRICAL CERTIFICATE NO. 18-45344 06-27-2018 PLUMBERS CERTIFICATION DATED 09-29-2018 CNZ Plumb t h o 0 Slaatu're gUPfQt�C, Town of Southold 11/2/2018 j P.O.Box 1179 0 a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40024 Date: 11/2/2018 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 445 Glen Ct., Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-1-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/12/2018 pursuant to which Building Permit No. 42454 dated 3/12/2018 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: ACCESSORY IN-GROUND SWIMMING POOL, FENCED TO CODE, AS APPLIED FOR PER ZBA DECISION #6865,DATED 08-06-2015 The certificate is issued to Sack,David&Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL i I ELECTRICAL CERTIFICATE NO. 42454 09-20-2018 PLUMBERS CERTIFICATION DATED ut riz d Signature Q�SUFFot,��o , Town of Southold 11/2/2018 P.O.Box 1179 O W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40025 Date: 11/2/2018 THIS CERTIFIES that the building HOT TUB Location of Property: 445 Glen Ct., Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-1-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/12/2018 pursuant to which Building Permit No. 42454 dated 3/12/2018 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: ACCESSORY HOT TUB AS APPLIED FOR PER ZBA DECISION#6865.DATED 08-06-2015 The certificate is issued to Sack,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42454 09-20-2018 PLUMBERS CERTIFICATION DATED ut o ' ed ignature gU o��c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oN 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#: 42454 Date: 3/12/2018 Permission is hereby granted to: Sack, David 101 W 12th St Apt 20F New York, NY 10011 To: construct a new single family dwelling, in-ground swimming pool, and hot tub as applied for per Trustees, ZBA, SCHD, and DEC NJ letter. 3 COs required. Replaces BP# 40573 At premises located at: 445 Glen Ct., Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-1-5 Pursuant to application dated 3/12/2018 and approved by the Building Inspector. To expire on 9/11/2019. Fees: PERMIT RENEWAL $1,337.00 Total: $1,337.00 ctor Building Insp ` '4 o�g�FFnI��,DTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o�vb; 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#: 40573 Date: 3/29/2016 Permission is hereby granted to: Sack, David 101 W 12th St Apt 20F New York, NY 10011 To: construct a new single family dwelling, in-ground swimming pool, and hot tub as applied for per Trustees, ZBA, SCHD, and DEC NJ letter. 3 COs required. At premises located at: 445 Glen Ct., Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-1-5 Pursuant to application dated 3/7/2016 and approved by the Building Inspector. To expire on 9/28/2017. Fees: Total: $2,824.00 Buil 0 in Inspector �guFFol,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY 4 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#: 40573 Date: 3/29/2016 Permission is hereby granted to: Sack, David 101 W 12th St Apt 20F New York, NY 10011 To: construct a new single family dwelling, in-ground swimming pool, and hot tub as applied for per Trustees, ZBA, SCHD, and DEC NJ letter. 3 COs required. At premises located at: 445 Glen Ct., Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-1-5 Pursuant to application dated 3/7/2016 and approved by the Building Inspector. To expire on 9/28/2017. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,174.00 CO -NEW DWELLING $50.00 CO - SWIMMING POOL $50.00 CO - SWIMMING POOL $50.00 Building Inspector Certificate of Compliance ............................ ..................................................... ...... ......... ...................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARI(AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 . ........................ ...... .................................. .. .................................................... . ....... . .... CERTIFIES THAT Upon the application of Upon premises owned by T.Collins Electrical Contracting Segrete' Sack Corp 445 Glen Court PO Box 346 Cutchogue, NY 11935 Center Moriches, NY 11934 Located at: 445 Glen Court, Cutchogue, NY 11935 Application Number#: 18-45344 Certificate#: 18-45344 Electrical License#: 441 6-E Section: Block: Lot: Building Permit#:-495 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House/Service Equipment/Generator A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 27th day of June 2018 Name QTY ARC-Fault- 15 Amp, 120V 10 GFI Receptacle- 15 Amp, 120 V 32 GFI Circuit Breaker-20 Amp, 120V 4 Power Panel - 150 Amp, 240V 2 Incand. Fixture- 15 Amp, 120V 26 AC Condenser-30 Amp, 220V 2 Dimmer Switch - 15 Amp, 120V 25 Feet Strip Lighting- 15 Amp, 120V 95 Electrical Inspector: Anthony Giordano uALe1/z JUL 6 2018 This certificate is not valid unless raised seal is present. Certificate of Compliance .................... .. ..............._..... ..................................................I...................... ........................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................ ............................. ....... . ....................... .................................................................... ..... CERTIFIES THAT Upon the application of Upon premises owned by T.Collins Electrical Contracting Segrete' Sack Corp 445 Glen Court PO Box 346 Cutchogue, NY 11935 Center Moriches, NY 11934 Located at: 445 Glen Court, Cutchogue, NY 11935 Application Number#: 18-45344 Certificate#: 18-45344 Electrical License#: 4416-E Section: Block: Lot: Building Permit#: 4833- �7� / Name QTY AC Blower- 15 Amp, 220V 2 ARC-Fault-20 Amp, 120V 30 ARC-Fault/GFI -20 Amp, 120V 1 Dishwasher Circuit-20 Amp, 120V 1 Duplex Receptacle- 15 Amp, 120V 39 Exhaust Fan - 15 Amp, 120V 7 Exhaust Hood -20 Amp, 120V 1 Exterior Floor Receptacle- 15 Amp, 120V 1 Furnace Circuit- 15 Amp, 120V 1 Generator-50 KW-200 Amp, 240 V 1 Meter-300 Amp, 240V 1 Electrical Inspector:Anthony Giordano s'�u....... APPROVED.0 ,%, .................. n[EaVpzlis not valid unless raised seal is present. JUL 6 201a BUILDRMIMT. TOWN OF SOMOLD Certificate of Compliance ................................................................................................................................ .................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .. ......................................... ..... ............................. ........ ........... .................................................. CERTIFIES THAT Upon the application of Upon premises owned by T.Collins Electrical Contracting Segrete' Sack Corp 445 Glen Court PO Box 346 Cutchogue, NY 11935 Center Moriches, NY 11934 Located at: 445 Glen Court, Cutchogue, NY 11935 Application Number#: 18-45344 Certificate#: 18-45344 Electrical License#: 4416-E ) ' Section: Block: Lot: Building Permit#:,4&73 Name QTY Motor- 15 Amp, 120V 5 Oven Circuit- 30 Amp, 240V 1 Recessed Fixture- 15 Amp, 120V 115 Service Disconnect- 150 Amp, 240V 2 Step Light- 15 Amp, 120V 6 Switch - 15 Amp, 120V 81 Transfer Switch - 300 Amp, 240V 1 USB/Duplex Receptacle- 15 Amp, 120V 6 Electrical Inspector: Anthony Giordano ``\\`��wVdCAL N/' APPROVED'€o_ This certificate is not valid unless raised seal is present. �o��pF SOUryDI Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 rh 0�1 O roper.richert(aD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. David Sack Address: 445 Glen Ct City: Cutchogue St: New York zip. 11935 Budding Permit#: 42454 Section 83 Block 1 Lot. 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor DBA: Luna Elec. Corp License No: 43117-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps 3 Transformer Appliances Dryer Recpt Emergency Fixtures Tune Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS EJ Other Equipment. In ground swimming pool and hot tub to include, bonding, control panel, spa blowe 4-GFCI circuit breakers, low voltage pool lights,3-pool pumps,2-ozone units,pool heated through domestic heating system Notes- Inspector Signature: Date:-September 20 2018 p 9 81-Cert Electrical Compliance Form.xls �tof so Town Hall Annex Telephone(631)765-1802 54375 Main Road 41 41 Fax(631)765-9502 P.O.Box 1179 • �Q Southold,NY 11971-0959 L; t� TM D BUILDING DEPARTMENT TOWN OF SOUTHOIM OCT - 1 2018 RUFUTJ)JtT�"P +?T. CERTIFICATION Date: Building Permit No. Owner: S�L (Please print) ,( Plumber:—/Y-7- (Please lumber• Z (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers afore) Sworn to before me this — i day o�Clt.� , 20Act,� L ,� JENNIFER M SIGt�GRELLI Notary Public-State of New York ` NO.01 S16260495 t .J� County Oualifled in Suffolk Cou otary Public, y My Commission Expires�u ; OF SO(/T�o TOWN OF SOUTHOLD BUILDING DEPT. 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) REMARKS: 6;�; - IV DATE INSPECTOR SO�lyolo c0UNT1 TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE D0 /o G INSPECTOR ` pF SOUTyolo �ycOUNT'�,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [� NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: F DATE INSPECTOR ' � 3 pF SOUTyolo �ycOUNiY,p TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ <FOINDATION 1 ST [ ] ROUGH PLEIG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] ,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: S Dom. O , DATE INSPECTOR �` OF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 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) REMARKS: 'r <+YVAOPI ��- DATE INSPECTOR pf SOUlyo�O S �o - cOUNi`I,a�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [\/FOUNDATION IST 40ift-0e[ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE J� INSPECTOR OE SOUTy� cOUNT'I,N TOWN .OF SOUTHOLD BUILDING DEPT. 765-1802 [/ INSPECTION FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: io4lntwf DATEINSPECTO - pF SOUlyolo TOWN OF SOUTHOLD BUILDING-DEPT. 765-1602 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL ( INAL) MARK 0 ✓ Ss DATE d INSPECTOR Of SO�lyolo s �o ��'YOOUM'r 0� TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION IST [ ] UGH PLRG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI L (FINAL) REMARKS: lyezC106 K 0 7 V6v DATE 0 INSPECTOR FSO 0 UTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL 1VJ0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAU-,L�(KING REMARKS: 1 GA f� 1-1 &o 4- 9 G_t 5 e4 W w tiL,�►'�d DATE INSPECTOR *OF SOUL . �o� yO�o * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [Vf FINAL AM ®Qr� ,S®l�• [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r C A'D & 00 �h k 1A4- SA8ok, Conk V4%)Ve-, D(P44 fik qeA�%c-, GMA 100/ DATE y0 INSPECTOR *pF 50UTyOlo # # TOWN OF SOUTiHOLD BUILDING DEPT. cou765-1802 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 REMARKS: DATE �� INSPECTORS' RESEARCH LABS DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION $FfTION! n7 71 nn—TFIFRMAI IN-1q1-II ATInN SECTION:V7 25 00-WATER-RESISTIVE BARRIERS/WEATHER BARRIERS REPORT HOLDER: BARNHARDT MANUFACTURING COMPANY DBA NCFI POLYURETHANES EVALUATION SUBJECT: INSULSTAR® AND INSULBLOC® SPRAY-APPLIED POLYURETHANE INSULATIONS PE ICC1CC • ICC- ��`� -", *- SEP 2 0 2018 PMG LIKED R-UHMING DrPr. "2014 Recipient of Prestigious Western States Seismic Policy Council ® Nn (WSSPQ Award in Excellence" wr+)ERNM°""L A Subsidiary of CODECOUNCIr ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any.other attributes not specifically 00� uuu/esseu, nor are they LV be co%%%Jt%%[ed as u/L t:%%UV/JG//LG/LL L%f L/{C auujuLI Vf L/!L:/Gf/V/L V/ CL II:L.V%%%%%LG/LLLCLL{V/l fV/ {LJ UJG. ( i f There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this \ report, or as to any product covered by the report. Isonec 17085 Product Ceddicolron Body "1000 Copyright 0 2018 ICC Evaluation Service, LLC. All rights reserved. SERVICE st Widely Mo Accepted B IP'P�_CC C�i�lee.s$ieeee Do%w%^r4 C00-01Ao 9 ■eiv-eov eevueuuaeve■ ■®a.Nvea ewes-evev -Reissued September 2018 This report is subject to renewal September 2019. wwwAcc-es.om (800)423-6587 (562)699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE Attributes verified: PROTECTION , See Section 2.0. Section:07 21 00—Thermal Insulation Section:07 25 00—Water-resistive Barriers/Weather 2.0 USES • Barriers InsulStar and InsulBloc spray-applied polyurethane foam incidatinnc ora i�cati ac tharmal incidatinn motorial ThP REPORT HOLDER: Insulation may be used in any type of construction BARNHARDT MANUFACTURING COMPANY dba NCFI under the IBC (use on walls required lobe of Type I, ll, III POLYURETHANES or IV construction is addressed in Section 4.6) and dwellings under the IRC. The insulations may be used EVALUATION SUBJECT: in nonstructural applications in wall and floor/ceiling assemblies, and on the exterior side of foundations and +ho �inrlcrcir+c of nn_nr�rlc clahc• �n_I mw ho pmvl in INSULSTAR`AND INSULBLO&SPRAY-APPLIED attics and crawl spaces when installed .as,described in POLYURETHANE INSULATIONS Section 4.4. The insulations may be used as vapor retarders (Section 3.5), air barriers (Seciion 3.4) and as 1.0 EVALUATION SCOPE air-impermeable insulation (Section 4.4). The insulations 1.1 Compliance with the following codes: may be used as alternatives to the water-resistive barrier ® required in IBC Section 1404.2 and IRC Section R703.2 ■ 2015.2012 and 2009 International Building Code (IBC) in a�dc_..^b-_w ;n Scclicn,4A.5.T,",cins-u!--tons ■ 2015, 2012 and 2009 International Residential Code® may be used in fire-resistance-rated construction when (IRC) installed as described in Section 4.7. ■ 2015,2012 and 2009 Infemational Energy Conservation The attributes of the spray foam insulations as an Code®(I ECC) alternative water-resistive barrier have been verified as ■ 2013 Abu Dhabi International Building Code(ADIBC)t conforming to the provisions of (i) CALGreen Section ____.__ ____.__ 5.407.1 and (ii) ICC 700-2012 Section 602.1.8, 11.602.1.8 `•i he muioc is oasea on xne tuna Muc.tuna ini,coca secuons rererencea 111d 8 1 and 12.5.602. . ; an in this report are the same sections in the ADIBC (iii) ICC 700-2008 Section 602.9 for water-resistive barriers. Note that decisions on compliance ■ Other Codes(see Section 8) for those areas rest with the user of this report. The user is Properties evaluated: advised of the project-specific provisions that may be ■ Surface-burning characteristics contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this ■ Physical properties report. These codes or standards often provide ■ Thermal resistance supplemental information as guidance. ■ Attic and crawl space installation The attributes of the insulations have been verified as ■ Air permeability conforming to the provisions of ICC 700-2008 Section 703.2.1.1.1(c) as an air impermeable insulation. Note that ■ Water vapor transmission decisions on compliance for those areas rest with the user ■ Water-resistive barrier of this report. The user is advised of the project-specific provisions tnai rnay be coniingeni upon rneeiang specific ■ Fire-resistance-rated construction conditions, and the verification of those conditions is ■ Exterior walls in Type I through IV construction outside the scope of this report. These codes or standards 1.2 Evaluation to the following green code(s) and/or often provide supplemental information as guidance. standards: 3.0 DESCRIPTION ■ 2016 California Green Building Standards Code 3.1 General: (GALGreen), Tifle 24, Fari-i i InsulStaro and InsulBlocg are two-component, closed-cell, ■ 2015, 2012 and 2008 ICC 700 National Green Building one-to-one-by-volume spray polyurethane foam systems StandardTm (ICC 700-2015, ICC 700-2012 and with a nominal density of 2 pcf(32 kgim). InsulStar® and ICC 700-2008) InsulBloe insulation's liquid components are supplied in ICC ES Evaluation Reports are not to be construed as representing aesthetics or arty other allnbtdes not spectfically addressed nor are they to be construed y as an endorsement of the subject ofthe report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or impBed as 12 to arty fm&ng or other matter in this repor4 or as to airy product covered by the report awl""off _Z=1=_ Copyright©2018 ICC Evaluation Service,LLC. All-rights reserved Pagel of 16 ESR-1615 1 Most Widely Accepted and Trusted Page 2 of 16 ' nominally 55-gallon (208 L) drums, labeled as "A" thermal barrier of minimum 1/2-inch-thick (12.7 mm) component or"R" component. The insulation components gypsum wallboard or an equivalent 15-minute thermal have a shelf life of six months when stored at temperatures barrier complying with and installed in accordance with the between 70°F(21°C)and 90°F(320C). applicable code, except when the installation complies with ' 3.2 Surface-burning Characteristics: the requirements set forth in Section 4.3.2. There is no thickness limit when installed behind a code-prescribed The insulation, at a maYtimum thickness of 4 inches 15-minute thermal barrier. Within.an attic or crawl space, (102 mm) and a nominal density of 2 pcf (32 kg/m), has installation must be in accordance with Section 4.4. a flame-spread index of less than 25 and a 4.3.2 Application without a Prescriptive Thermal smoke-developed index of less than 450 when tested in Barrier:The prescriptive 15-minute thermal barrier may be accordance with ASTM E84 (UL 723). There is no . :.. ,, 1, w ; a.ll.a 1 ,,,,,,-,,, +l,al.•.. �__ thickness limit when installed behind a code-prescribed IJ 1�"'QVVVIVQIIVV Ytlllll {,IIJ JV VII VII. 15-minute thermal barrier,except as noted in Section 4.3.2' The insulation and coating may be spray-applied"to the. interior facing of walls and the underside of roof sheathing 3.3 Thermal Transmission R-values: or roof rafters, and in crawl spaces, and may be left The InsulStare and InsulBloc® insulations have thermal exposed as an interior finish without a prescribed resistance R values, at a mean temperature of 75°F 15-minute thermal barrier or prescribed ignition barrier. (2400. as shown in Table 1. The thickness of the foam plastic applied to the underside VI 1110 IVVI JIICgll 111 IW IIIUAI IIVI C%U.GGu IV /4 II 16.IICJ 3.4 Air Permeability: (260 mm). The thickness of the foam plastic applied to InsulStar®and InsulBloe spray-applied polyurethane foam vertical wall surfaces must not exceed 81/4 inches insulations, at a minimum thickness of 1 inch (25.4 mm), (210 mm). The foam plastic must be covered on all are considered air-impermeable,insulations in accordance surfaces with DC 315 Coating (ESR-3702) at a minimum with 2015 and 2012 IRC Section R806.5 (2009 IRC wet film thickness of 18 mils(0.46 mm) [12 mils(0.31 mm) dry film thickness]. The coating must be applied over the Section R806-4) and 2015 18C Section 1203-3, as W W . 1;15UIO[dl UI 1115111DWU 1I15UldLIU11 III dGUU1UdIIUC wllil Lift!applicable, based on testing in accordance with ASTM coating manufacturees instructions and this - report. E283. Surfaces to be coated must be dry, clean and free of dirt, 3.5 Vapor Retarder. loose debris and other substances that could interfere The foam plastic has a vapor permeance of less than with adhesion of the coating. The coating is applied in 11 z accordance with the manufacturer's•published installation 1 perm [5.7 x 10" keg /(m sPa)], when applied ata instructions. minimum thirknacc of 1 /.a inrht?s (33 mm) and minlifiPc as a Class II vapor retarder as defined in IRC Section 4.4 Ignition Barrier-Attics and Crawl Spaces: R202. 4.4.1 Application with a Prescriptive Ignition Barrier. 3.6 DC 315 Coating: When InsulStaro and InsulBloc° insulations are installed within attics or crawl spaces where entry is made only for DC 315 Coating is manufactured by International Fireproof service of utilities; an ignition barrier must be installed in Technology, Inc./Paint to Protect Inc., (ESR-3702), and is accordance with IBC Section 2603.4.1.6 or IRC Sections a water-based-afinn cllnnlierl in 5-nallnn (10 1 1 nailc anri J ---rr --- a----• -- i r---- ---- RJ IV.J.O allu RJ IV.J.-t, dA dppilucluiC. 1114a I1u1111IV11 Va111C1 55-gallon (208 L) drums. The coating material has a shelf must be consistent with the requirements for the type of life of 12 months when stored in factory containers at construction required by the applicable code, and must be temperatures between 50=F(10°C)and 80°F (270C). installed in a manner so that the foam plastic insulation is 4.0 -INSTALLATION not exposed. InsulStaro and Insull3loc® insulations as described in this section may be installed in unvented 4.1 General: attics and unvented enclosed rafter spaces in accordance InsulStar and InsulBlocF insulations must be installed in wifil 20i5 and 2012 iRc becliorr MOu0.0 (2uua ireG accordance with the manufacturer's published installation Section , R806.4) or 2015 IBC Section 1203.3, as -instructions and this report The manufacturer's published applicable. installation instructions and this report must be strictly. 4.4.2 Application without a Prescriptive Ignition adhered to, and a copy of the instructions must be Barrier. Where InsulStar® and InsulBloe insulations are available at all times on the jobsite during installation. installed in accordance with Section 4.4.2.1 or Section 1.2 n.,.,r;catu n: 4.4.3.the following conditions apply: InsulStaro and InsulBloc® insulations must be a. Entry to the attic or crawl space is to service utilities, spray-applied to a suitable substrate on the jobsite using and no storage is permitted, a volumetric positive displacement pump as identified in b. There are no interconnected attic or crawl space -the NCFI application manual. Preparation of the substrate areas. must be in accordance with the manufacturer's c. Air in the attic or crawl space is not circulated to other instructions. The insulation components must be stored n,rtc of+hc hl l;lrlinn at temperatures between 70°F (21°C) and 90°F (32°C) for several days before application.The insulation must not be d. Attic ventilation is provided when required by IBC used in areas that have a maximum in-service temperature Section 1203.2 or IRC Section R806, except when greater than 180°F (820C). The foam plastic must not be air-impermeable insulation is permitted in unvented used in electrical outlet or junction boxes or in direct attics in accordance with 2012 Section R806.5 or continuous contact with water. 2009 IRC Section R806.4. Under-floor (crawl space) A 1% ventilation is provided when required by 2015 IBC 4.., Illtlllllal oa111C1. Section 1203.4 (2012 IBC Section 1203.3) or IRC 4.3.1 Application with a Prescriptive Thermal Barrier: Section R408.1,as applicable. The InsulStar® and InsulBloe insulations must be e. Combustion air is provided in accordance with IMC separated from the interior of the building by an approved (International Mechanical Code Section 701. ESR-1615 I Most Widely Accepted and Trusted Page 3 of 16 4.4.2.1 Application without Intumescent Coating: (203 mm) on center and to studs with 21/2-inch-long InsulStar®and InsulBloe insulations may be spray-applied (64 mm) Type S steel screws at 12 inches (305 mm) on to the underside of roof sheathing or roof rafters, and/or center in the field, or face layer fastened to studs with vertical surfaces; and in crawl spaces, InsulStaro and 21/2-inch-long (64 mm) Type S steel screws at 8 inches InsulBloc� insulations may be spray-applied to the (203 mm) on center on the edges and 12 inches(305 mm) underside of floors and/or vertical surfaces as described in on center In the field. Face layer joints must be offset a this section. The thickness of the foam plastic applied to minimum of 24 inches (610 mm) from base layer joints. the underside of the top of the space must not exceed All joints, screw or nail heads must be covered with joint 16 inches (406 mm). The thickness of the foam plastic tape and two coats of joint compound in accordance with applied to vertical surfaces must not exceed 111/2 inches GA-216 or ASTM C840. As shown in Figure 1, the exterior (292 mm). The foam plastic insulation may be left exposed face of the exterior wall can be finished with one layer of and does not require covering with a prescriptive ignition 'As-inch (11 mm) oriented strand board (OSB) in lieu of barrier or an intumescent coating. The insulations may be two layers of Type X gypsum sheathing as shown in Figure installed in unvented attics as described in this section in 2 The OSB must be fastened to studs with 17/8-inch-long accordance with 2015 and 2012 IRC Section R806.5 (48 mm), 6d coated nails spaced 7 inches (178 mm) on (2009 IRC Section R806.4). center. 4.4.3 Use on Attic Floors: InsulStaro and InsulBloe 4.7.3 Insulation: InsulStaro or InsulBloe foam is applied inc�l�finnc mil. ho incfnii—I nvn—A of o m imwim in �hn ;��rl r�.iif.i o4 Mn. 4Min4nocc from norfioll.. fllinn fn thickness of 111/2 inches (292 mm) between joists in attic completely filling the stud cavity. ~� floors. The InsulStaro insulation must be separated from 5.0 CONDITIONS OF USE the interior of the building by an approved thermal barrier. The ignition barrier in accordance with IBC Section The InsulStaro and InsulBloe insulations described in this 2603.4.1.6 and IRC Section R316.5.3 may be omitted. report comply with, or are suitable alternatives to what is 4.5 Water—resistive Barrier specified in, those codes listed in Section 1.0 of this report, ..hic-Ct to the fr.11n.e.tnr.nnn.fitinnn• InsulStaro and InsulBlo?spray-applied polyurethane foam insulations may be used as the water-resistive barrier 5.1 InsulStar®and InsulBloc®insulations must be installed_ prescribed in IBC Section 1404.2 and IRC Section 8703.2' in accordance with the manufacturer's published installation instructions, this evaluation report and the section. InsulStaro when installed oexteror walland InsulBloc® foam plastic must be as described in this applicable code. The instructions within this report govern if there are any conflicts between the spray-applied to the,ex...11 side of sheathing, masonry or manufacturer's published installation instructions and 11-........ia..UIU .a....:.........11 ....4..a....a.... LV C........ .. .._.-a7.:........ vu Icl aunaulc ciucl wl vvau auwu alta w 1U1111 awl uu luuua this report. layer of 1 inch (25.4 mm) minimum thickness. All construction joints and penetrations 'are to be completely 5.2 InsulStaro and InsulBloe insulations must be sealed with InsulStaro or InsuiBlocP. separated from the interior of the building by an 4.6 Exterior Walls of Type I, II, III,and IV Construction: approved 15-minute thermal barrier, as described in Section 4.3, except when installation is as described 4.6.1 General:When used on walls of TXpe I, II, III and IV in Section 4.3.2. 1 Irla_.. J 1__..11'11__® 6)dal o wall constiact;o I' the ; su!Gtal and I'ISU00� 5.3 The surfaces to which spray-applied insulations are spray-applied foam insulations must comply with Section applied must be protected from the weather during 2603.5 of the IBC and this section (Section 4.6), and the application maximum thickness of the insulation must not exceed 5 inches (127 mm). The potential heat of InsulStaro and 5.4 The spray-applied insulations must be applied by InsulBloespray-applied foam plastic insulations is 1989 installers certified by NCFI Polyurethanes. Btu/fl? (22.6 MJ/m ) per inch of thickness when tested in 5.5 Use of the insulation in areas where the probability of acwtdatice wiiil NF PA 25-. termite infestation is "very heavy" must be in 4.6.2 Specific Wall Assemblies: Wall assemblies accordance with 2015 IBC Section 2603.8 (2012 IBC complying with Section 4.6 must be as described in Table 2 Section 2603.9), 2009 IBC Section 2603.8 or IRC or Table 3. Section R318.4,as applicable. 4.7 One-hour Fire-resistance-rated Wall Assemblies 5.6 Jobsite certification and labeling of the insulation must (Load-bearing): comply with 2015 IRC Section N101.10.1 and InsulStae and InsulBloe spray-applied polyurethane foam iv i iu 1.1u.1.1 (cu i2 iRC, jeciivn iv 1 iu 1.i2.1 and insulations may be installed on load-bearing one-hour N1101.12.1.1 and IECC Sections C303.1.1, fire-resistance-rated walls (see Figures 1 and 21), provided C303.1.1.1, R303.1.1 and R303.1.1.1 or 2009 IRC the system is installed in accordance with the following: Sections N1101.4 and N1101.4.1) and 2015 and 2012 IECC Sections C303.1.1, C303.1.1.1, R303.1.1 4.7.1 Wood Framing: Minimum nominally 2-by-4 wood and R303.1.1.1 (2009 IECC Sections 303.1.1 and studs (kiln dried No. 2 spruce-pine-fir) spaced a maximum 303.1.1.1),as applicable. or-ib inches(406 mm)on center 5.7 InsuiStaro and InsulBloc® insulations at a 151,6-inch 4.7.2 Wall Finish (both faces): Two layers of (33 mm) thickness or greater is a Class II vapor 5;s-inch-thick (16 mm) Type X gypsum sheathing retarder as defined In IRC Section R202 and IECC complying with ASTM C36 or ASTM C1396, 4-feet-wide Section 202. (1219 mm), installed vertically as follows: Base layer 5.8 When InsulStaro and InsulBloco insulations are used fastened to studs (with points centered over studs) and nlateq kwifh Rrl rnnfarl nnik 17/._inr-h_Innn (AR mml QnarAri as water-resistive barriers, they must be protected '_---`- - .5. � _ `"- '' -'�---- trom ultraviolet(uv) light exposure in accordance with 7 inches (178 mm) on center or 1 /a inches (48 mm) long NCFI's written instructions. Type S or W steel screws spaced 6 inches (152 mm) on center. Face layer fastened to base layer at the edges 5.9 When use is on buildings of Type 1, 11, III or IV, with 15/6-inch-long (41 mm) Type G screws at 8 inches construction must be as described in Section 4.6. ESR-1615 1 Most Widely Accepted and Trusted Page 4 of 16 5.10 Use of the insulations in fire-resistance-rated 8.0 OTHER CODES construction must be,in accordance with Section 4.7. 8.1' Evaluation Scope: 5.11_InsulStaro and InsulBloe insulations are produced in In addition to the codes referenced in Section 1.0, the 11 A....,L A:,. I�1 "L. /'.�-..1:.... ...nl f+l..�-L:..1-1 1-14-L. J08oun` "r' '"""" "�"" "� �"""" ""'"' products in this report were evaluated for compliance with under a quality-control program with inspections by ICC-ES. the requirements of the following codes: 6.0 EVIDENCE SUBMITTED ■ 2006 International Building Code'(2006 IBC) 6.1 Data in accordance with ICC-ES Acceptance Criteria ■ 2006 International Residential Code®(2006 IRC) for Spray-applied Foam Plastic Insulation (AC377), ■ 2006 Intemational- Energy Conservation Code® Vated May GV 15 IIH+IVVIIiW ICtJVIW VI ICAW 111 kavv Iwvr , accordance with Appendix X of AC377. 8,2 Uses: 6.2 Reports on room comer fire tests in accordance with The products comply with the above-mentioned codes as NFPA 286. described in Sections 2.0 through 7.0 of this report, with 6.3 Reports on air leakage tests in accordance with the revisions noted below: ASTM E283. ■ Application with a Prescriptive Thermal Barrer See 6.4 Reports -on water vapor transmission tests in Section 4.2.1, except the approved thermal barrier must accordance with ASTM E96. be installed in accordance with Section R314.4 of the 6.5 Reports on fire tests in accordance with ASTM El 19. 2006 IRC. ■.Application with a Prescriptive Ignition Barrier._See 6.6 Reports of ,potential heat tests in accordance with Section 4.3.1, except attics must be vented in NFPA 259. accordance with Section 1203.2 of the 2006 IBC, and G., Dow it, di.i.Giiidlii.G w1ith iiie 10C-EG Accepialii.a Ciawi SNaC.c aiiuli liiubi uc tri di.C.�iudliie wiiil Criteria for Foam Plastic Sheathing Panels Used as Section 1203.3 of the 2006 IBC, as applicable. Water-resistive Barriers (AC71), dated February 2003 Additionally, an ignition barrier must be installed in (editorially revised January 2016). accordance with Section R314.5.3 or R314.5.3 of the 6.8 Reports of fire propagation characteristics tests in 2006 IRC, as applicable. accordance with NFPA 285. ■ Application without'a Prescriptive Ignition Barrier See Section 4.3.2. except attics 'must be vented in 7.0 ivi=iv i IFiCA T iC►i� accordance with Section 1203.2 of the 2006 IBC or 7.1 Components of the InsulStar® and InsulBloe Section R806 of the 2006 IRC, and crawl space insulations are identified with the manufacturer's ventilation must be in accordance with Section. 1203.3 of name (NCFI Polyurethanes), address and telephone the 2006 IBC or Section R408 of the 2006 IRC, as number; the product trade name (InsulStar® or applicable. InsulBloe), use and application instructions; the density: the flame-spread ■ protection Against Termites: See Section 5.5, except and smoke-development indices; and the evaluation use of iiie insuiaiivn in areas where the prooabiiiiy of report number(ESR-1615). termite infestation is "very heavy" must be in accordance with Section R320.5 of the 2006 IRC. International Fireproof Technology, Inc. / Paint to ■ Jobsite Certification and Labeling: See Section 5.6, Protect Inc., DC 315 coating is labeled with the except jobsite certification and labeling must comply manufacturer's name and address;the product name; with Sections 102.1.1 and 102.1.11, as applicable, of the date of manufacture, the shelf,life or expiration the 2006 IECC_ dale; ine manufaciurers insiruciions for appiicaiion, and evaluation report number(ESR13702). 7.2 The report holder's contact information is the following: BARNHARDT MANUFACTURING COMPANY dba NCFIPOLYURETHANES Pub 1 UrNILA:bux 10ZO MOUNT AIRY,NORTH CAROLINA 27030 (336)789-9161 www.ncfi.com iaso n.hoerterOncfi.net ESR-1615 I Most Widely Accepted and Trusted Page 5 of 16 TABLE 1—THERMAL RESISTANCE(R-VALUES') THICKNESS(inches) R VALUES(°F.fe.h/Btu) 1 6.8 2 13 3 19 3.5 22 4 25 4.75 30 3? 6 38 7 45 7.5 48 8 51 9 57 10 64 11 70 11.5 73 12 76 16 102 For SI:1 inch=25.5 mm;1 IF ftz.h/Btu=0.176 110°K m2/W. 'R-values are calculated based on tested K-values at 1-and 4-Inch thicknesses. TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES Base Wall System– 1 –Concrete wall Use either 1,2 or 3 2–Concrete masonry wall 3–1 layer 5/3-inch-thick Type X gypsum wallboard complying with ASTM C36 or C1396 on the interior,installed over minimum 3/8-inch-deep,No.20 gage,C-shaped steel studs,spaced a maximum of 24 inches on center.Gypsum wallboard must be attached with No.6,11/4-inch-long self-tapping screws located 8 inches on center along the perimeter and in the field of wallboard. Gvpsum wallboard ioints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216. Floorline Firestopping 4 pcf mineral wool in each stud cavity at each floodine,attached with Z-clips Cavity Insulation–Use either 1,2 or 3 1 –None 2–Full cavity depth or less of InsulBloe or InsulStaro applied using exterior sheathing as substrate and covering the width of the cavity and inside the stud flange 3–Noncombustible insulation' 0-4-A—06--thin n..l..i...C.,_..{AI-11 11 4.:..1. ...Amin.f........ ..I.n..N.:.... System No.3– 2–5/8-inch-thick,exterior-type gypsum sheathing Use either 1 or 2 Exterior Insulation– 1 –None Use either 1 or 2 2–InsulStar®or InsulBloc®insulation spray-applied foam insulation up to a maximum nominal thickness of 5 inches Exterior Wall Covering– 1 –Brick-standard nominally 44nch-thick clay brick;brick veneer anchors–standard types I lcn ci4knr 1 7Z d inefMlln.i mWviim of_A in�hno r)(1�.nrfin�ll..nn n�rL+ofi�.1 –Maximum 2-inch air gap between exterior insulation and brick 2–Stucco-minimum /44nch-thick,exterior cement plaster and lath.A secondary water- resistive barrier may 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–Minimum 2-inch thick limestone,natural stone or minimum 1'/2-inch-thick cast artificial stone. Any standard non-open-jointed installation technique such as ship-lap,etc.,may be used. Y-i ciiai.uua i OULIiiiy-U5c diiy iciiai.Gua WcAUUiiiy aySiciii iii'vviiii,ii uio WiTlac.Ua i6$ minimum•of 1'/4 inches thick.Any standard non—open—jointed installation technique such as ship lap,etc.,may be used. For SI:1 inch=25.5 mm;1 pcf=16 018 kg/m3. 'Insulation must comply with the applicable requirements of 2015 or 2012 IBC Section 720.2(2009 IBC Section 719.2). ESR-1615 I Most Widely Accepted and Trusted Page 6 of 16 TABLE 3—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES Wall Component Materials Interior Finish 1 layer 5/8-inch-thick Type X gypsum wallboard complying with ASTM C36 or C1396 on the 111un1Ul,IIIJLd11CU UVC( 1011U11-UCCF/11GL UI1d111ICIJ dLLdUlt:U LU VCIUGdI MW(IU114U11Ld1 bitk:1 framing members.Gypsum wallboard must be attached with No 6,11/4-inch-long self-tapping, screws located 8 inches on center along the perimeter and in the field of wallboard.Gypsum wallboard joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216. Floorline Firesafing 4 pcf mineral wool spanning from edge of slab to interior face of exterior veneer.Mineral wool to be attached with Z-clips or equivalent. rtlllCl f Itl1111111� ,VClul.dl tl11U IIVIILVIRCH JLCC1111C111UCIJ W1L11 JLCCI PIF1 011dl.11111CI11J VCJIL,IICV lV JViJiJVII U applicable loads in accordance with codes adopted by the jurisdiction where the project is located. Panel Joints Maximum 1-inch-wide panel joint with polyurethane backer rod inboard of Dow 790 sealant. Interior Insulation Maximum nominal 4-inch-thick InsulBloc spray polyurethane applied to the back of the exterior panels Exterior Panels– 11 –Minimum 1-inch-thick glass-fiber reinforced concrete(GFRC)panels by Clark Pacific Use either 1,2 2–Minimum 274-inch-thick Clark Composite Architectural Precast Panels(C-CAPP)panels by Clark Pacific Window Head Detail Minimum 2-Inch-thick,4 pcf mineral wool insulation completely covering spray foam;attached with 3-inch-by-10-inch-by-14 gauge-by-6-inch-long custom bent plate support clips and a 6-inch- by-2-inch-by-'/8-inch-thick aluminum window header.See Figure 3 Window Jamb detail Minimum 2-inch-thick,4 pcf mineral wool insulation completely covering spray foam,attached with 3-inch-by-l0-inch-by-14 gauge-by-6-inch-long custom bent plate support clips.1 layer 5/8- inch-thick Type X gypsum wallboard complying with ASTM C36 or C1396 attached to the structural steel framing and completely covered with 1 layer of minimum'/8-inch-thick aluminum flashing.See Figure 4. Window Sill detail 1 layer 5/8-inch-thick Type X gypsum wallboard complying with ASTM C36 or C1396 attached to the structural steel framing and completely covered with 1 layer of minimum'/8-inch-thick aluminum flashing.See Figure 5 For SI:1 inch=25 5 mm;1 pcf=16 018 kg/M3. ESR-1615 1 Most Widely Accepted and Trusted Page 7 of 16 FIGURE 1 AI(lAl_CV(iAi1l��T[71('AI rIAIG_t-i�l II? �I[?� 1?GCICTdAIf'`G_4?�TCII 11V61 I AQ4zI^11f1R1 V Gypsum wallboard,Typo X, 5/8-Inch,two layers,staggered jnlRlg,nallor�nr error;und eg � specified In ESR 1615,3ecdon,4,6. INTERIOR Mvt I=XT;:Plr — µ Wood studs, _ — _ \ InsulStar or InsulBioc SPF nom.2x4 any thickness from partial OSB.7116 Inch fill to full thickness ��++ ' {� nn ��//�•� pFIGURE 2q^'/� �/� ^^ /� cccc t5 1/I7/itVILTR,'f%^L-VIVE-I'-1VUR FIRE RESIS I ANCE-R.4% 1VIVALL ASSEtV1EBL Y Gypsum wallboard,Typo X, 518-inch•two layers,staggered f joints,nailed or screwed as speatied to ESR 1615,Section 4.6. ,r:e w s'a�. t' •' - - ..q," ,.d.`�..b..=.....:.�,., f�w, •f'^...u....•' %p'6:...:.�5....:'vp:;'... ..^. 3�1�;';,.•; �r.v t� A .•��':'i:�t f Woad studs. InsulStar or IrtsuIBloc SPF nom.2x4 any thickness from partial Gypsum wallboard,Typo X, fill to full thickness 518-Inch,two layers,staggered joints,na too or scrowea as specified In ESR 1615. ESR-1615 Most Widely Accepted and Trusted Page 8 of 16 FIGURE 3 Test Frame .10" IV Hot Cha_nnel'&Gyp.Bd Test'Panel 1"GFR& 4° 1" 4' Foam daceof Test Frame/ Face of-Concrete.Stab ' + 'r Deep x 14 Gouge" Hot Channels(T)p,) Test Panel-\ i One(t7 106 Air„Gap' 2”x 5" Thermatber Soling (4 PCF•Mneral Vtoo1 Ffreso6nq-\ intermittent Glp' W/astem'auppart t.ups) • _ - " Angle-' pMrt Frl;k BO Frame \ " BO Panel ; .- =,,, - Gypsum Bird Type K &Hot'Channet(By Swill) .04 Dow 730 Joint SeolantLll� w/Bocker Rod Afunilnum1Ymdorr Standgrd HDPE Plastic Hodder HSS 6x2xx Shim As Needed s Detail-Window Head Condition SCALE:3"z IW f FIGURE 4 J" Deep x 14 Gouge Nat Channels(f)p:) � `Gypsum Board Type X &Hat Channel (By SwRI) °7 a. One(1")Inch Air Gap 1175." •'k' __ f r k' - r d V F� _ )F x -12- Aluminum Floshinq % a �I E ~, � g asi 0. 0 V a '--Test Panel �{I w 2" x 5"Thermahber Safinq (4,PCF •-�Ml"wol Woo;fi'reso' W/Custom 2"Firesafing Support Clips) Detail -Window Jamb Condition �- �-SCALE•W wl O' ESA-1615 Most Widely Accepted and Trusted Page 9 of 16 FIGURE 6 )r X- Aluminum Flushing-7 One(1") Inch Air Gap Bedding Sealant TO,Pe f--= I , - Gypsum Board Tvae'X TO Frame Hot Channel (By SwRI) Test-panel—/ Deep x 14 Gauge Hot Channels-(Typ.) Face of'Test Frame/ Face of,Co6crite Sigh 1 GFPC 4" 11 :41- .7 Foam 10' IY2' Hat Channel &'Go. Bd,- toe Test Frame Detail -Window Sill Condition SCALE:,3"=11-0- i !4I f" BMW Most a Accepted s s Id'*�'_CC L—�aasl■®•9�i�n A %011. 1%0 0 lol�d' %.0"10M101■Yfn■!X, ■vv-■.��o ■erv►■ucaa■v®■ ■wa.Frv■a ■�.v■a- ■vav ■ pvv vulsl.r■v®■■ao■■a Reissued September 2018 This report is subject to renewal September 2019. www.icc-es.orq 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the Intema6onal Code Council® DIVISION:07 00 00--4HERMAL AND MOISTURE PROTECTION Section:07 21 00--Thermal Insulation Section:07 25 00—Water-resistive Barriers/Weather Barriers REPORT HOLDER: BARNHARDT MANUFACTURING COMPANY,dba NCFI POLYURETHANES EVALUATION SUBJECT: INSULSTAR®AND INSULBLO&SPRAY-APPLIED POLYURETHANE INSULATIONS 1.0 EVALUATION SCOPE C0!nnlianna%aai4h Fha fnllnaaainn rnrlaaa- ■ 2014 Florida Building Code—Residential ® 2014 Florida Building Code—Building Properties Evaluated: ■ Surface-buming characteristics ■ Physical properties ■ Thermal resistance • Attic and crawl space installation ■ Air permeability ■ Water vapor transmission ■ Water-resistive barrier ■ Fire resistance-rated construction • Exterior wails in Type I through IV construction 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the InsulStare and InsulBloc® spray-applied polyurethane foam insulations deSCrihari in Q=Minna ).n thrnnnh 7.n of thRa maclar rannrl rrmmnly%AA+h fho Flnrirfa Ridirlinn P`nrfxc _Ridlrlinn and thg Flnrirla Building Code—Residential, when designed and installed in accordance with the master evaluation report under the following conditions: InsulStar®and InsuIBIoe spray-applied polyurethane foam insulations used in exterior walls of multistory buildings located in the High-Velocity Hurricane Zones must comply with Section 2612.3.2.4 of the Florida Building Code—Building. For products falling under Florida Rule 9N-3, verification that the report holder's quality-assurance program is audited by a n..Ylii.r_wcywrMnn� ently .approved by the Clnnrl-- QNilMlinn �`nmm�oc�nn fns{Mc i..nc of incnan♦"�n� K.il nrJ».»+4�d i� the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report,reissued September 2018. ICC ES Evaluation Reports are not to be construed as representing aesthefics or any other attributes not specifically addresser)nor are they to be construed rat�:d;rs,�racttt of the subject of the report ar a;:cotrsnmra'~trcrt for Iry trsc.Tftcrc Is tto uarrarty by ICC Evaluatian Scr•.;cc,IZC,c�ress cr intpllcd as 1'11�,,��Ilh to arty fm&ng or other matter.in this report,or as to airy product covered by the report Copyright 0 2018 ICC Evaluation Service,LLC. All rights reserved. Page 10 of 16 SERVICE MdstWidely Accpapted and. -e I—VZA91een$o^e1 I�r 14%01/$ �C� /I,Q►°�1� �ianl leee.eal.a$ra awwi$h �gsar—e�o.r a®vueuue.ee,ee e��.rrare` e®vee—wear o+�ue as eeoaaneu`as vv ear® ENERGY ST'AROSupplernent Reissued September 2098 This report is subject to renewal September 2019. wwwAcc-es.oro 1 (8001423-6587 1 15621699-0543 A Subsidiary of the International Code Council° DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation ' REPORT HOLDER: BARNHARDT MANUFACTURING COMPANY dba NCFI POLYURETHANES EVALUATION SUBJECT: INSULSTAR®SPRAY-APPLIED POLYURETHANE INSULATION, /.nV iEVAVVA'nnn/Y VSCOPE V ' Conformance to the following: Sea! and ,Insulate with ENERGY STAR Program, Definitions and Testing Requiternents for Residential Insulation, Version 1.0 Properties evaluated: Thermal retic+anis ■ Surface-burning characteristics p 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 7.0 of the master report (ESR-1615)have been reviewed for compliance with the applicable codes noted in Section 1.0 of the master report and with the requirements set forth in the Seal and Insulate with ENERGY STAR Program, Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered-by this supplement is defined as "Spray or Pour Foam Insulation." The requirements for testing laboratory qualifications and product sampling,as well as the specific material and test. standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from the Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definition: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid,semi-rigid,flexible,or loose-fill form. 3.2 Insulation Product Definition: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured(as a gel or foamy liquid)into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include,but are not limited to polyurethane, polyisocyanurate,phenolic, and cementitious insulation. ICC ES Evaluation Reports are not to be construed as representing aesthetics or my other attributes not specifically add-essed nor are they to be construed Yf as an endorse,wit ofthe subject of the report or am com m end:y.on for civ usc.Thciv is no i.aiaidy by ICC EvahuitionScr:cc,LLC,cVress or tmplic9 as to arty fmdmg or other matter in this report,or as to any product covered by the report61= w Copyright©2018 ICC Evaluation Service,LLC All rights reserved Page 11 of 16 ESR-1 615 S&I Supplement I Most Widely Accepted and Trusted Page 12 of 16 3.3 Insulation Performance Definitions: R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the .See!and Ins-_1!ate,A i*h GAIFERGV CTAD nrnnrom only ImnCAMI iiniic Will ho�rnen+ori�/h.fi2.°F\/Ril Smoke-Development Index:The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread Index: The characteristic of a material to resist the spreading of,flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The INSULSTAR insulation has thermal resistance R-values as noted in Table 1 of ESR-1615, based upon testing. 3.5 Installation: 3.5.1 General: Installation of the INSULSTAR insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0 (as applicable) of ESR-1615. The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of NCFI Polyurethanes. The following personal protective equipment and ventilation ren. iremenic ere renrinierl frnm the AI!'`CI Dnhn.re�henec n.hlieheri inc+ellei:nn incin.niinnc. end ere n.v A.A.A ei the end of .M............ ... . .,M.....,.. ...... .... ..... . . ..�... .......... I .... ..... ..w.. ...w.w ..... ..... end this report for informational purposes: "F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin:Wear gloves, coveralls,apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin. When handling liquid components, gloves should be made of nitrile,neoprene, butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application,eye protection may be provided by a full-face or hood respirator. c. Respiration: Firms engaged in the application of NCFI foam systems must have a written respiratory protection program for employees engaged in handling or applying NCFI materials. Depending on the situation, respiratory protection may include dust masks, air-purifying respirators(APR), powered air-purifying respirators(PAPR), or supplied-air respirators (SAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades" 3.5.2 Occupancy Time' after Installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions,which state: "E. RE-ENTRY NCFI InsulStar reacts and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, when ventilation is continued for 24 hours following the conclusion of spray application and re-entry may occur at that time." 3.5.3 Figures: The figures shown represent general installations of the INSULSTAR insulation in the following,applications: above-grade wall, below-grade wall,vented and unvented crawl space, unvented cathedral ceiling,and vented and unvented attic. These figures are for illustration purposes and are not to be construed'or used as construction documents. This supplement expires concurrently with the master report,reissued September 2018. ESR-1615 S&I Supplement I Most Widely Accepted and Trusted Page 13 of 16 ill � a � i � InAeflor PciAllion Interior Finished Surface (1t2-Inch Sheetrock) o NCFI INSULSTAR' Thickness determined by desfan R-value, NCF1 INSULSTAR-7-7 A13OVE GRADE WALL INSULA11ON NCF1 1-1 070413 Air space between Spray Foam and oU Interior Finish Surface Masonry Block L/ (Typical) Interior Finish Surface (1/2-inch Shoetrock) 2 x 4 Studs offset from block wall 314"to V NOR INSULSTAR z BELOW GRADE WALL INSULATION NCF1 INSULSTAR F kinsulaflon on interior Side of Wali) NCF'11�2 053013 ESR-1615 S&I Supplement I Most Widely Accepted and Trusted Page 14 of 16 Baffle to provide air space between Thermal insulation and roof Barrier* deck. (as required \ � by focal code) NCFI INSULSTAR Vented Soffit I *Where attic entry is for the service of utilities only,thermal NCFI INSULSTAR and ignition barrier on the attic side of the spray foam surface may be omitted.See ESR-1615 for V specific information. NCFI INSULSTAR VENTED ATTIC:FLOOR I SOFFIT NCFI 1-3 082212 JU n..�n__, UIIVU{ NCFI IN ULSTAR Header u Sill Joist/ Floor Cross Section Thermal Barrier* (as required by Exterior Grade local code) /.\\//A 6"Min Foote r� Vapor Barrier ;'• . .:• ; d /\///�/// // *Where crawlspace entry is for the ;;'.�';;• :_ /\\\/\\\/\\\ service of utilities only,thermal b :.• • and ignition barrier on the crawlspace side of the spray foam surface may be nmiNpri Sop PAP-1911;_ fn_r specific information. NCFI INSULSTAR CRAWLSPACE,VENTED NCFI 1-4 082292 ESR-1615 S&I Supplement I Most Widely Accepted and Trusted Page 15 of 16 Subfloor Header1k, Sill Joist ' Thi9rtri8i$�rril;f'' (as required by Exterior Grade local code) NC FI INGI 11 STAR .T I Footer` "Min Vapor Barrier •,ti ny�-.4 -d lsp W e d • ci= Is for the .•.�` �f f� hi aW �+ace entry service of utilities only,thermal and ignition barrier on the crawlspace side of the spray foam surface may be omitted.See ESR-1615 for specific Information. NCFI INSULSTAR CRAWLSPACE:UNVENTED NCFI 1-5 082212 Note:In cold climates,embed metal connector plates in spray foam to prevent winter-time condensation. NCFI INSULSTAR Roof Sheathing. n Truss Top Cord Rafter nnnnnn, nnnnn nnnnnn n nnnnnn - Thermal Barrier* I r�4 (as required by local code) 111A 11 I V , Ceiling/Thermal Barrier 'Where attic entry is for the \—as required by local building code. service of utilities only,thermal and ignition barrier on the attic side of the spray foam surface mflv be nmiged Cee FQR-1RA ri for specific information. NCFI INSULSTAR UvvEN TED Ai i•iC i INSULA ROOF DECK NCFI i-6 082212 ESR-1615 S&I Supplement I Most Widely Accepted and Trusted Page 16 of 16 NCFI INSULSTAR to specified thickness. Roof Sheathing ' T6emiat[3ame�as Rafter required by code. *Unvented cathedral ceiling applications are only permitted under the IRC when the provisions of Section 806.4 are met. NC- FI INSUL STAR CATHEDRAL CEILING NCFI 1-7 082212 I t � NCFI Polyurethanes Division of BMC P o L Y U R E T H A N E s P. O. Box 1528 • Mount Airy, NC 27030, 800.346.8229 www.NCFI.com TECHNICAL DATA SHEET N B%oc-SPRAY FOAM SYSTEM (Il-01-7 _ DESCRIPTION: insuirsiucis a twu c:urnpunern, self-ad'nering, searrtiess, ciused ceii, spray appiied puiyuremane fuarn system.This NCFI system has been formulated with highly insulating HFC-245fa as the blowing agent. The InsulBloe insulation system is suitable for application on the exterior or interior side of Type I, 11, III, IV, &V buildings as well as other insulation applications. It complies with AC 377 and ASTM C1029. InsulBloc is certified for application in ABAA projects. 1 T00!\ A A■ AI \IAEA A I •\MM• MW—A. J_ DISTINGUISHING CHARACTERISTICS: r ri�.r�L rn i at�.r►t_ rrcvrcrc iw Free Rise Core Density*Z 2 0,pcf • High R Value ASTM D 1622 • Zero ODP Compressive Strength 27 psi • Moisture Vapor Retarder-Class 11 @ 1.3" ASTM D 1621 • High Yields Moisture Vapor • High Closed Cell Content Transmission-ASTM E 96 1.3 perm in • Air Barrier, ABAA Certified @1" Closed Cell Content >90% • Good Dimensional Stability ASTM D 6226 • Meets ASTM E-84, FS<25, SD<450 @ 4" R-value @ 1"-ASTM C 518 1 .6.8 • FEMA Flood Resistance-Class 5 Air Permeance @1" Infiltration 0.000 cfin/ftz @ 1.57 psf • Water Resistive Barrier(AC71) @1" ASTM E 283&2178 Exfiltration 0.00d'ofm/fe @ 1.57 psf • Passed NFPA 285 , Bacterial,&Fungal Growth *3 • Approved in multiple UL ASTM ri 21 &E 1428 Negligible Fire Resistive Assemblies c+Tnn e*4 v I v - niTivi EGO v i For proper use of this NCFI insulating material OITC- ASTM E 90 24*4 refer to the NCFI Application Information and any Flammability Flame Spread :525 of the following codes or guides: , ASTM E-84 a 4 inches Smoke Dev :5450 • 2015 International Building Code Chapter 26 Potential Heat—NFPA 259 1989 Btu/ftz/in • 2015 International Residential Code Section R316 and R806 I Max Service`Temperature I' 180°F • ICC-ES Evaluation Report 1615 'The above values are average values obtained from laboratory • API Fire Safety Guidelines for Use of Rigid experiments and should serve only as guide lines. Polyurethane and POIyISOCyanurate Foam "ZFree rise core density should not be confused with overall ding Construction (AX230) density. Overall densities are always higher than free rise core 7Iffi densities and take into account skin formation• thickness of t application,environmental conditions,etc. SEP 2 0 2018 *3See page 4 for details. *4As measured in a 2"x 4"studwall assembly., V :b. p - t'U LL1C11171445(1,S nquiu 1L2111alaULU1CLL Ul p1Ul1ULCLL llVlll Llll`J `sybtVll1 Way p1C`uCUL a bUlIVUb 1110 llpwpully uscu of UUUWVU LU dMid 11 l ll TC ielhaid po@3' (i� f ected. The character and magnitude of any such hazard will depend on a broad range of factors,which are controlled and influenced by the manufacturing and production process,by the mode of application or installation and by the function and usage of the particular product. Any flammability mating coniai ted in this litemium is not htteude-d to m,ect hazy nh piesented by this or any oder mateaial under actual fire conditions. These ratings are used solely to measure and describe the product's response to heat and flame under controlled laboratory conditions. Each person,firm or corporation engaged in the manufacture,production,application,installation or use of any polyurethane product should carefully determine Whether there is a potential fire hazard associated with such product in a specific usage, and utilize all appropriate precautionary and safety measures. InsulBloc® Insulation Fact Sheet R-Values* T4.:..1.......,. R-ValueB+�rd Installation Limitations Limitations with DC 315 (inches JJ ( F hr ft2/ with a prescriptive Coating on the foam in Btu) Vapor Perm Thermal Barrier lieu of a Thermal Barrier 1" 6.8 1.3 In vertical wall 2` 13 0.65 No limit for Thickness max thickness 8%d'- In walls with DC 315 coating 3"- 19 0.43 'i is wet mils (12 ary mils) 3.5" 22 0.37 Underside of roof decks 8'/a" 52 0.16 No limit to Thickness max thickness10%d' In ceilings/roof decks with DC 315 coating 10'/a" 65 0.13 18 wet mils (12 drymils) " *Note: As with all insulating materials, the R-value will vary with age and use conditions. Property Test Test Result Method condition Approved for Wind-Uplift resistance when installed under the roof deck Infiltration 1 inch thickness at rafter/truss connection. Air E 283 e° I ASTM 1.57 psf 0.0000 cfm/ft2 Florida Product Approval #9975 with Barrier plywood decks are rated to 190 psf Certification ASTM Fufiltratinn 1 inch thickness and OSB decks are rated to 200 psf. E 2178 @ 1.57 psf 0.0000 cfm/ft2 f%iiami-Dade NOA with plywood decks rated to 142.5 psf. AATCC 127- @ 56 5 ft 1 inch thickness ess No failure InsulBloe provides the Secondary Water 1998 Resistance Water Resistive Barrier ASTM E 1 inch thickness I I 331 I 6.24 psf I No Penetration I I I InsulBloe closed cell spray foam system is an approved Air Barrier material per the Air Rnrrimi Daant-iatinn of Omcrit-a 14RA01 and is ^crfifiarl nor Ar_ 71 na a IA/atAr Rccicfiv a Material when installed on the exterior side of walls. Exterior wall coverings of this spray foam system may be"restricted. Contact .RICFI for the current approvals. Read This-Before You Buy U(71�a4 vnN grill. lrr"nixr»h�'.it R wal,»eL The chart shows R value of this insulation. R value means resistance to heat flow.' The higher the R value,the greater the insulating power. Compare insulation R values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also,your fuel savings from insulation will depend upon the climate,the type and.size of your house,the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R-value, it is essential that this insulation be installed properly. I 2 InsulBloe Application Information STORAGE AND USE OF CHEMICALS:• I The InsulBloe chemicals should be between ,350F and 800F for +hr^..nh tI'� spray equipment. Chemicals shipped-during The pipes must not be pressurized during the winter or summer months may need extra time in foam application. The foam pass applied in moderate temperature storage to stabilize back in contact with the pipe should not exceed 2" thick in the proper application range. Cold chemicals can order to prevent excessive exothermic heat at the cause poor mixing, pump cavitation or other pipe to foam interface. Allow a 2 minute cooling process problems due to higher viscosity at lower between each additional foam pass.The total temperatures. Storing chemicals above 90°F foam thickness is limited to that thickness should be avoided as much as possible. permitted in that area of the building assembly. Excessively warm chemicals should be cooled prior to opening the drums. Do not store in direct APPLICATION AROUND ELECTRICAL WIRES: sunlight. Keep drums tightly closed when not in Based on NCFI testing, the InsulBloe system can use and under dry air or nitrogen pressure of 2-3 be applied in contact with electrical wires. Spray psi after they have been opened. The shelf life of foam applicators must spray the foam'in such a InsulBloe is six months I manner that the expanding foam does not stretch and distort the wires. Light gauge wires which will SAFE HANDLING OF LIQUID COMPONENTS: be encapsulated in the foam layer should have Use caution in removing bungs from the the foam installed behind the wires and allowed to container. Loosen the small bung first to allow cool prior to applying a top layer to cover the wire. any built-up vapor pressure to stabilize before use a shallow iitt of 3i4" of foam to cover the wire. completely removing. R component will froth at Wait the required 2 minutes between passes elevated temperatures.Avoid prolonged when adding more foam thickness to achieve the breathing of vapors. In case of chemical contact desired R-value. with eyes, flush with water for at least 15 minutes and getmedical attention. For further information APPLICATION PASS THICKNESS: ieiei iU www.spfayNuiyuieiilalle.Uiy, Re6UUIC;e; Opidyllly IUdlll Will yeIMIUM Iledl. rudiii wI ich I, box, "Health and Safety Product Stewardship applied too thick in single passes can build . - Workbook for High-Pressure Application of SPF".. temperatures which will degrade cell structure and not produce foam with optimum properties. In the APPLICATION GUIDELINES: most extreme case, InsulBloe could reach InsulBloe is suitable for application to most dangerously high temperatures inside the finished construction. mo mr mic inAl Irlinn%Ainnrl mocnnni fnnm %Aihirh nnyiH Icorl to enii4tinn nhwrrinn nr .y .., . „r .y, _ ..y, .. concrete, and metal. Application can be to the even spontaneous combustion. The maximum exterior or interior side of wall-surfaces. , pass thickness for InsulBloe is 4 inches, and a 2 InsulBlocP can be applied to surfaces tht will be minute cooling time is required before adding in contact with soil and intermittent contact with additional foam passes. Multiple layers can be water, such as below grade exterior foundation applied to reach the desired R-value. and basement walls or under concrete slab floors. To ensure proper adhesion, all substrate surfaces I VENTILATION OF SPRAY AREA: should be dry, clean of dust or flaking surface • rust, ice or frost. All metal surfaces must be free Spraying foam will generate, a mist and fumes of oil, grease, etc. Uncoated metals may require with a distinct odor. For interior applications the a primer coat. building area must be vented with fresh air to dissipate the odor. The amount of air flow and .No flammable chemicals, such as wasp and 1111 IG IVI VVI I'll I!j Will VC11y v0.7GU Ul I VC2%A I AIIUQtIUI 1. hornet sprays, should be sprayed in the area of A closed attic area may require fans to force air the foam application 24 hours before the into and out of the,space. An open building that application. No such chemical can be sprayed does not have the doors and windows installed after the foam application until the foam has may have sufficient air flow to vent the odor fairly cooled to room temperature. quickly. Reentry time for closed-in areas being van4ori with fanc is tuninnihi ahnl It 7d hnl lrc APPLICATION AROUND PLASTIC PIPES: Other workers should remain out of the immediate Based on a series of extensive studies, the area during this venting time period. InsulBloe system can be applied in contact with PVC, CPVC, ABS, PP-R and PEX plastic pipes. 3 1 Ins ulBloc®Application Information EQUIPMENT AND COMPONENT RATIOS: WEATHER PROTECTION OF FINISHED FOAM InsulBloc should be sprayed with plural I ON EXTERIOR APPLICATIONS: component proportioning pump designed for I i he tinished surface of sprayed poiyurethane , polyurethane spray foam. B-11-017is connected foam should be protected from adverse effects of to the resin pumps with A2-000 being connected ultraviolet rays of direct sunlight which can cause to the isocyanate pumps. The proportioning dusting and discoloration. Protective,coatings, pump ratio is 1 to 1 by volume. The preheater designed for use with polyurethane foam are and hose temperature should be set at 130°F to available. On exterior applications where a .1 yivc a yC�uu Nauci L i. vuc w cyuiprn Lci a LiiaSiliin y Vci icci vi i i ici.�jai n�.allny aUuaGi ic variations, the application temperature settings covering is to be installed, the InsulBloefoam may be adjusted to achieve a good spray surface may be exposed to UV light up to 6 pattern. For higher-pressure settings above months. 1,000 psi, temperature settings can be slightly lower. CODE-COMPLIANT FIRE RESISTANCE: %Aik-- L"r�vicrd nv/nr•I rn^orc..vowas of OPTIMUM ADHESION TEMPERATURE OF building interiors, building codes require the SURFACE TO BE SPRAYED: installation of an approved thermal barrier The,surface should be between 10°F and 120°F. between the foam plastic insulation and the In4his range the warmer the surface, the better interior of the building. 1/2" gypsum board or other the adhesion. NCFI has three grades of tested and approved material may be installed,as InsulBloe foam for this application range: G- a thermal,barrier.,Refer to specific building codes series designed for temperatures no lower than for details. When Fire Resistive Wall Assemblies 50°F, M-series designed for temperatures as low are required, contact NCFI Polyurethanes for as 20'F and the X-series, when processing must specific alternate approvals for InsulBloe. be conducted down to temperatures as low as 10°F. For best results, when surfaces to be OTHER APPLICATION AND SAFETY sprayed are cooler than 60°F, a flash coat should CONSIDERATIONS: be applied with the second coat following as Before InsulBloe is to -be applied, there are soon as the original coat is no longer tacky to the many safety and application situations to touch. consider. All spray foam applicators must evaluate the job prior to beginning the spray BACTERIA AND FUNGUS RESISTANCE: foam application. It is impossible to anticipate InsulBloe is naturally able to inhibit the growth every issue and provide explicit guidance in this of bacteria and fungus (mold) per the AST M product aata sheet. if there is a question G-21 and E-1428 tests. The anti-microbial regarding some aspect of the planned properties do not protect,occupants of spaces application, consult with NCFI for more guidance. insulated with InsuIBIoc® from potential The NCFI Product Stewardship Manual contains deleterious effects of-molds, mold spores, or additional information and should be reviewed disease organisms that may be present in the often enough by all spray foam applicators to L 1 r. ii'lia1....:LL. Ll la L-1-1L, I II -11II -:1111.. ciiJiiviuTicin. � i c�iiaiii ian iivai vvuL i u�c�C.vincL ILO. L i is ni nci�L,ai I Chemistry Council (ACC), the Center, for Polyurethanes Industry (CPI) and the Spray VAPOR BARRIER PROTECTION ON COLD Polyurethane Foam Alliance(SPFA) also publish STORAGE APPLICATIONS: information regarding the safe handling and When InsulBloe is used in structures subject to application of spray foam chemicals. nnnfiniN�i��nnIrl fcmncrMf iroe o�inh ne^^mora If tharP APP Ani/ ni m0inriq rPfl:_i_rrfi n the and freezers, a Class I moisture vapor barrier application of the InsulBloc®system, contact an (0.1 perm or less) is normally required on the NCFI representative. "warm°' side of the foam insulation. Contact NCFI for specific recommendations. The information on our data sheets is to assist customers in determining whether our products are suitable for their applications The customers 111(AD1 J Ubly I.11G11lJVIVGJ aJ IV WV bMUAU1ULy iVl 1lJJG M1 L da b. 1VU11 W4L1a11LJ VMy ULaL L11G 111aLLillal Jll n UICCL 1W q)CG lll•a L1V11J TMJ vvallwliy is in lieu of all other written or unwritten,expressed or implied warranties,and NCFI expressly disclaims any warranty of merchantability, fitness for a particular purpose,or freedom from patent infringement Accordingly,buyer assumes all risks whatsoever as to the use of the material.Buyer's exclusive remedy as to any breach of warranty,negligence or other claim shall be limited to the purchase price of the 4 040417 WWI a2",..l..r iMaw E�OL ATION PER N.Y. a� WPIROM Mt .MAN 0'1�_ M' W2 W�M%�• N APs . ,Prwcvl AM :.c ��K- 0719 ifiroIff MR �Adlw. AW MIMON FAA i w2 l • 7;� Vol" rig• �. -' , '- - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL —Board of Health SOUTHOLD,NTY 11971 } —4 sets of Building Plans TEL: (631)765-1802P' Planning Board approval FAX: (631)765-9502 -- Survey SoutholdTown.NorthFork.net PERMIT NO. lojk�O_ Check — Septic Form N,Y.S.D,E,C, Trustees D LSLS e L-2/ v� VV --�C.O.Application Flood Permit Examined 20 c Single&Separate // VAR + 7 24th Storm-Water Assessment Form �C G� Contact: Approved ,20 P"I NSA 'n� Disapproved a/c - TOWN OF SO D Phone--51P 3,5 X54' Expiration 20 Bector APPLICATION FOR BUILDING PE Date t 2- 20A 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 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,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 of applicant) I 1�13Z State whether applicant is owner, lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises fp"/ic::>-_ '3►a�.k l �, ,�„�� ` - S,ar�IlC (As on the to c roll or'latest deed) If'' li:antis a co ' orati6n,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 �r House Number' Street ' Hamlet County Tax Map No. 1000 Section �j Block l —Loth> Subdivision_ 5 K:c.,4 Filed Map No 4ga 6 Lot 2; State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy !61 b Intended use and occupancy G; �,� f.,,� ,� �ES11-n�� 3, Nature of work(check which applicable): New Building >< Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost cam Fee (To be paid on filing this apolicati-ri) S. If dwelling,number of dwelling units 4 Number of dwelling units on each floor_ If garage, number of cars -2- 6, If business,commercial or mixed occupancy,specify nature and extent of each type of use, 7. Dimensions of existing structures, if any: Front 2Z' Rear 57 Depth„' HeightAf �. 7 Number of Stories 'Dimensions of same structure with alterations or additions: Front Rear Depth, Height Number of Stories 8. Dimensions of entire new construction. Front ';:>? Rear Depth �Z Height . 31'-`toX Number of Stories Z 9. Size of lot: Front 1e2:�. v® " Rear I Oo- c, Depth 2 S oa 10. Date of Purchase t- Name of Former Owner 11, Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES-->/, 13, Will lot be re-graded?YES x NO Will excess fill be removed from premises?YESX NO t7•uW=- zA.k-- .14.Names of Owner of premises±MeK*Vswj6 a Address JK: C%<J5K> cN-. Phone No. -zc2- zwz-Zk� Name of Architect 15!N , mak. As-o><�wT=X;Address IfMr Phone No(oql 53-7 '-7,5VT- Name of Contractor Address Phone-No 15 a. Is this property within 100'feet,of a tidal wetland or a freshwater wetland? *YES NO *'IF YES,SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO_) * IF YES,D-EX,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 OF51,1Q UL) <Z being duly sworn,deposes and says that(s)hc is the applicant (Nabte of�idiial signirfg conuact)ftbo've.namcd, (S)He is the _, q dors (01 A r( h I-�c C�S (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 tt D,9 day oft'tt 1 20 LS Nota 'Pu>2 : SUSAN G. SCHAEFER f Signature Applicant Notary Public, State Of New York No 01SCS085477 O ialiiied In Suffolk County Commission Expn es XX40f-29,201 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 NYSDEC Trustees C.O Application Flood Permit Examined 120 Single&Separate Storm-Water Assessment Form Contact: Approved 120 Mail to Disapproved a/c Phone V3-2. Expiration 20 F� 1 Building qnspector J Jep CATION FOR BUILDING PERMIT ,201APR 29Date 20 '�INSTRUCTIONSa This an�lat�oti AiII�S-Ty filled m by typewriter or m ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale Fee according to schedule. b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways c The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months Thereafter, a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections CoYAcecAm2 (Signature of applicant or name,if a corporation) (Mailing address of applicant) 1 k�3Z State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises TD,6,',/1c;> SA<—�C. (As on the tarorokll or latest deed) Ifl�ant �cq oration,'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: House Number Street Hamlet County Tax Map No 1000 Section �j BlockLot prj Subdivision 5)!n--4 t4,4..C.s Filed Map No. 4°fo6 Lot 2 State existing use and occupancy of premises and intended use and occupancy of proposed construction• a Existing use and occupancy b Intended use and occupancy C�� ►-„ c�.� rZEs1r� 7Tr��s 3 Nature of work(check which applicable) New Building Addition Alteration Repair Removal Demolition '>< Other Work (Description) 4 Estimated Cost A6 c�� Fee (To be paid on filing thisapnlica(i-n) 5. If dwelling, number of dwelling units 4 Number of dwelling units on each floor If garage,garage, number of cars Z carp.. � e 6 If business, commercial or mixed occupancy, specify nature and extent of each type of use 7. Dimensions of existing structures, if any: Front 2Z' Rear S7 Depth 4C,' Height . 7,7 Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction. Front r:-?7- S” Rear r-S`7'- S` Depth 47- 15 Is " Height 31'- tdIC Number of Stories Z. 9 Size of lot- Front 15:::;Q. oo Rear I 00. o Depth 10 Date of Purchase Z Name of Former Owner —t— 11 Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation9 YESX NO 13 Will lot be re-graded9 YES X NO - Will excess fill be removed from premises9 YES >e NO 14 Names of Owner of premises_!ffg Iaw*: Address 11C C�� c-n-.Phone No. 2t2. -z.4-z— Name of Architect t��i�� c3oy Axo1rvcr-Address 113L ►,mak Phone No Name of Contractor Address Phone No 15'a Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D E C PERMITS MAY BE REQUIRED b Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D E C PERMITS MAY BE REQUIRED 16 Provide survey,to scale,with accurate foundation plan and distances to property fines. 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,'At i1)(—) being duly sworn,deposes and says that(s)he is the applicant (Name of indal signing contract)above named, (S)He is the bn c nrS CG`I A r—c h I r- (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 Y f i I 20—LS Nota PubU SUSAN G. SCHAEFER Signature f Applicant Notary Public, State Of New York No. 01 SC5085477 Oialified In Suffolk C�ounty Commission Expii es 0p,y�f=29,20� �U�if�l Michael J.Domino,President o�*rjF STown Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 - P.O.Box 1179�!q �Glenn Goldsmith So o dA.Nicholas Krupski Coll T e n�6 65 0 i � ! Greg Williams IyCOU '� (631) 7¢5-6641 SEP - 7 2018 BOARD OF TOWN TRUSTEES ,wIwKFING KOII-HOLD TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1495C Date: August 1, 2018 THIS CERTIFIES that the demolition and removal of existing one-story dwelling, deck hot tub and all other related structures construct new 2 060sq.ft. two-story, single family dwelling with attached garage and roof terrace; a 305sq_ft swimming pool/spa; a 330sg.ft. on- grade masoM pool patio; 270sg ft walkway/steps/deck to pool all located no closer than 50' from top of bluff remove existing sanitary system and construct new sanitary system; remove existing driveway and install newrg ass paver block driveway• installation of a 4' high pool fence along the landward edge of the non-turf buffer, and drainage system of leaders, gutters, and drywells and establish a 1 035sq ft non-turf buffer to be planted with native vegetation in place of existing lawn within 10' of bluff crest;; At 445 Glen Court, Cutchog_ue Suffolk County Tax Map #1000-83-1-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 11, 2017, pursuant to which Trustees Wetland Permit#9149 Dated January 17, 2018,was issued and Amended on April 18, 2018 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 the demolition and removal of existing one- story dwelling deck hot tub and all other related structures; construct new 2,060sg.ft. two-story, single family dwelling with attached garage and roof terrace; a 305sq.ft. swimming pool/spa; a 330sq ft on-grade masopU pool patio; 270sq ft walkway/steps/deck to pool, all located no closer than 50' from top of bluff, remove existing sanitM system and construct new sanitary system; remove existing driveway and install newrg ass paver block driveway installation of a 4' high pool fence along the landward edge of the non-turf buffer, and drainage system of leaders gutters and dUwells• and establish a 1 035sq^ft non-turf buffer to be planted with native vegetation in place of existing lawn within 10' of bluff crest. The certificate is issued to David& Stephanie Sack owners of the aforesaid property. Authorized Signature ell BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK, DATE: AUGUST 19,2015 PERMIT NO. 8665 ISSUED TO: DAVID & STEPHAN&`§AC* K" �g PROPERTYADDRESS: 445 GL-EN_COURT4 CUTCHOGUE 4 SCTM# 1000-83-1-5 A FR. AUTHORIZATION of Chapter 275 of the Tdwn Code ofth6 Town of Southold and in Pursuant to the provisions and e.with the Resolution of the Board of Trustees'adopted at the meeting held on August 19 20153 accordaiie 11 -&-Stephanie Sackand.subject to the.in.c6nsider"�tiofi of application fee in'the sum of$250.00.'paid,by David oliffloii;the S6iAoldiT0'V1Fn 130 Trustees 'authorizes in:tht'R 'authorizes and permits Terms and C6nditions as s' es Board of Trusitee the following: Wetland Permit to demolish and remove,existing one-story dwelling, deck, hot-tub and all other related structures; construct new 2,060sq.ft.two-story, single,family dwelling with attached garage and roof terrace; a 305sq.ft. swimming pool/spa a 330sq.ft. on- dol p walkway/steps/deCK 16pool;,all:-locate&no!closer grade masonry p atio; 270sq.1t. -,'c'onstrii6t new sanitary than 50' from top of bluff, remove existing sanitary systeni And system; remove.existing driveway and install new grass paver block driveway; install 11s; and of leaders;gqtteis, and rywe .pool'enclosure fencing and drAinagesystem sy place of %I establish a 1,035sq.ft,,hon-turf buffer to be planted with native vegeta- tion in existing lawn within 101 of bluff crest; and as,depicted on the survey,prepared by e Nathan Taft Corwin 111, last revised on September 15,2015, and stamped approved on September 28,2015. IN WITNESS WHEREOF,the said Board of Trustees hereby,causes,its Corporate Seal to be affixed, and,these presents to be subscribed by a majority of the,said Board as of this date. ,_�oajjf F6J IC40 & NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY a Stony Brook,50 Circle Road,Stony Brook,NY 11790 P (631)444-03651 F (631)444-0360 www dec ny gov LETTER OF NO-JURISDICTION June 2, 2015 David and Stephanie Sack Re: Application ID 1-4738-00521/00005 101 W 12th Street Apt. 20F 445 Glen Court New York NY 10011 Cutchogue SCTM # 1000-83-1-5 ARNO-DEP Dear Applicants: Based on the information your agent submitted, the New York State Department of Environmental Conservation (DEC) has made the following determination. The portion of the referenced property that is located landward of the "TOP OF BLUFF", as shown on the survey prepared by Nathan Taft Corwin III last revised on 4/15/15, is beyond the jurisdiction of Article 25 Tidal Wetlands. - Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for any work occurring at the property that is landward of the jurisdictional boundary indicated above. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within the NYSDEC's jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area (i.e. a 15' to 20'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. t Please be further advised that this letter does not relieve you of t Cfaining necessary permits or approvals from other agencies. e tr,Un A.Deputy JAW/mrp CC: En-Consultants BOH—TW File NEW YORK Department of STnTE OF OPPOk"NITY Environmental Conservation FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 6, 2015 TO: Chris Caruso (Sack) PO Box 763 Bridgehampton, NY 11932 Please take notice that your application dated April 29, 2015 For permit to demolish an existing dwelling and construct a new single family dwelling at Location of property: 445 Glen Court, Cutchogue County Tax Map No. 1000- Section 83 Block 1 Lot 5 Is returned herewith and disapproved on the following grounds: The proposed construction on this 20,037 square foot lot in the R-40 District is 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 maximum lot coverage is 20 percent. Following the proposed construction,the single family dwelling will have a front yard setback of 25 feet and a total lot coverage of 25.1 percent. In addition, the proposed construction is not permitted pursuant to Article XXII Section 280-116 which states; ,,All buildings located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than one hundred (100) feet from the top of such bluff or bank." The exist' to be rebuilt in kind is 50 feet from the top of bluff. ut orized Signature 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. c BOARD MEMBERS ®F S®(/l Southold Town Hall Leslie Kanes Weisman,Chairperson �� y® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes s Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �® ® �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQ�►�v,� Southold,NY 11971 r 'I http://southoldtown.northfork.net p. ONING BOARD OF APPEALS L� TOWN OF SOUTHOLD AUG 1 2 2015 f 1.(631) 765-1809•Fax (631)765-9064 1 enc D�Pr DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 6,2015 ZBA FILE: 6865 NAME OF APPLICANT: David and Stephanie Sack PROPERTY LOCATION: 445 Glen Court(adj.to Long Island Sound) Cutchogue,NY. SCTM#1000-83-1-5 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without 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 June 2, 2105, 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 June 19, 2015. 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 CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject parcel is a non-conforming 20,214 sq. ft. lot (10,506 sq. ft. buildable area) located in the R40 zone district. It is improved with a single family dwelling with attached deck and hot tub, which is proposed to be demolished. It has 100.00 feet on frontage on Glen Court, 205.00 feet along the eastern property line. 100.00 feet on Long Island Sound and 205.00 feet along the western property line as shown on the survey prepared by Nathan Taft Corwin,111, LS dated March 7,2014, revised April 15,2015. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article XXII Section 280-116 and the Building Inspector's May 6, 2015 Notice of Disapproval based on an application for building permit for demolition of existing dwelling and construction of a new single family dwelling, at; 1) less than the code required front yard setback of 40 feet, 2) more than the code permitted maximum lot coverage of 20%, 3) less than the code required top of bluff setback of 100 feet. RELIEF REQUESTED: The applicant proposes to demolish an existing dwelling and construct a new single family dwelling which will require variances for; 1) 25 foot front yard setback where the code requires a minimum of 40 feet, 2) 25.1% lot coverage of buildable area where the code permits a maximum of 20% and 3) a 50 foot setback from "Top of Bluff'where the code requires a minimum of 100 feet. All as shown on the Survey prepared by Nathan Taft Corwin III, L.S., dated March 7, 2014 and last revised April 15, 2015 Proposed House. Y Page 2 of 3—Auguit 6,2015 ZBA#6865—Sack SGTM#1000-83-1-5 ADDITIONAL INFORMATION: There are letters of support for the application, as well as letters and testimony of concern over bluff stability during the proposed construction. Suffolk County Soil and Water Conservation District issued a report dated July 27, 2015. The report in part stated that: "The foremost objective with the proposed construction is maintaining the current level of bluff stability. Currently the stability has been achieved through toe protection via the bulkhead and stability of the top of the bluff by limiting disturbance and surface water from traveling onto the bluff.The dense vegetation occurring on the bluff face while critically important to maintaining this stability is of secondary importance to the stabilization of the toe and top of the bluff' and "The demolition of the existing house and the reconstruction of a new residence has the potential to help protect the bluff and the residence by increasing the structural distance from the bluff top edge, as long as the demolition, reconstruction, and maintenance of the proposed infrastructure does not catalyze bluff erosion." The SWCD recommended the installation of a 10 foot wide buffer, landward of the existing vegetation and fencing,having a"low diversion"(1' high x 3' wide)sited at its center with natural buffer vegetation occurring in front of the diversion as well as behind. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 2,2015, 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 variances or will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. All of the other developed Sound front properties along Glenn Court have similar nonconforming"Top of Bluff'and front yard setbacks to what the applicant proposes. 2. Town Law $267-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 depth between the front property line and the "Top of Bluff'measures only 125 feet.The code required"Top of Bluff'setback(100 feet) and front yard setback(40 feet) combined require a 140 foot depth, therefore the placement of any dwelling and related structures anywhere on the subject property would unavoidably require a "Top of bluff' and/or front yard setback variance. The applicant could feasibly construct a new dwelling that would not require a lot coverage variance. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing a 50% variance for a "Top of Bluff' setback, a 37.5% variance for a front yard setback and a 25.5% variance for lot coverage. However, the proposed "Top of Bluff' setback of 50 feet to the nearest corner of the proposed pool and deck represent a 25 foot setback increase to the `Top of Bluff' compared to the existing deck. The proposed lot coverage (25.1%) will be a decrease compared to the existing lot coverage of 25.3%. The proposed front yard setback of 25 feet represents a 9.4 foot decrease compared to the existing front yard setback of 34.4 feet. However, this proposed setback allows for a more substantial "Top of Bluff' setback and is consistent with the front yard setbacks of other properties in this community. 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. 5. Town Law 4267-b(3)(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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a constructing a new single family dwelling with pool and decking, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. :y Page 3 of 3—August 6,2015 ZBA#6865—Sack SCTM#1000-83-1-5 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Schneider, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variances as applied for, and shown on the Survey prepared by Nathan Taft Corwin III, L.S., dated March 7,2014 and last revised April 15,2015 Proposed House. CONDITIONS: 1. The existing vegetation and fencing at the top of the bluff shall remain intact to limit soil disturbance and protect the top of the bluff. 2. Install a 10 foot wide non-turf buffer, landward of the existing vegetation and fencing at the top of the bluff, having a "low diversion" (1' high x 3' wide) sited at its center with natural buffer vegetation occurring in front of the diversion as well as behind. 3. The existing abandoned cesspool shall be pumped clean and then filled with clean sand. Cesspool shall not be removed. The purpose of this condition is to limit soil disturbance. 4. The existing tree stump (already cut to, grade), in the rear yard, shall not be removed or disturbed. The purpose of this condition is to limit soil disturbance. 5. Heavy equipment, such as excavators, is prohibited from being sited on the bluff side of the demolition and excavation activities. 6. The use of equipment which emits low frequency vibrations (such as blasting or large pile drivers) is prohibited 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider,Horning,Dante.Absent was Member Goehringer. This Reso ution was duly adopted(4-0). � 1 Ue Leslie Kanes Weisman, Chairperson Approved for filing �I /2015 &gib ti A. Russell �a`' 'ref � IF SUPERVISOR _ ` 7 A\ A�G�)EI�VI[]EN�C' SOUTHOLD TOWN HALL-P.O.Box 1179 Q � j? 53095 Main Road-SOUTHOLD,NEW YORK 11971 . �� ^ ID,pown of,S'o u th o l cl .. ' N S®MM®LD MAR 16 2016 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE ]FOLLOWING: Yes No (CHECK ALL THAT APPLY) El A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling 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. [5]E] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®❑ 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 Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 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 with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date: Dutnu NAME- ��f�J (Z t1 S �� 0 c5 3 t c� S 3•'I (N-1 Section Block Lot I�iynaiurJ FOR BUILDING tDEPr°'%11 :lI1_NT l.Sl:. ONLY Contact Information S �� y � � � � � 1 Reviewed By: y f - - - - - - - - - - - - - - — Date Property Address / Location of Construction Work. — — — — — — — — — — — — — — — — — y S ®C---;Ie-,, C 7- Approved for processing Building Permit. Stormwater Management Control Plan Not Required --=��e, Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 I APPLICANT S.C.T.M. : 1000Cil!►�A (Property Owner,Design Professional,Agent,Contractor,Other) �,K aaStiFfQ� PTER 236 '8."3 © i 05 i Stormwater Management Control Plan CHECK LIST NAME t� `r` �o�s section Block Lot co ' a S M C P -Plan Requirement Date: s: Provide ONE copy of the Building Permit Application. 5l(, Z,� � � �c The applicant must provide a Complete Explanation and/or Reason for not providing bo�i^�b�� z> C. �Znt of all Information that has been Required by the following Checklist[ - 1. A Site Plan drawn to Scale Not Less that 60' to the inch MUSTYES If You answered No or NA to any Item, Please Provide Justification Herel NO� NA show all of the following items: � If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage, I c. Existing - Natural & Man Made Features within 500 L.F. i of the Site Boundary as required by §236-17(C(2). t EROSION&SEDIMENT d. _Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Shall include but not be limited to: e. Limits of Clearing & Area of Proposed Land Disturbance. ® 0A m1ell maintained Construction Entrance, f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) ® I g. Location of all existing & proposed structures, roads, wire SackedSilt Fencing,stabilization or inactive S�& driveways, sidewalks, drainage improvements & utilities. ®�� h. Spot Grades & Finish Floor Elevations for all existing& ©0 proposed structures, 1. Location of proposed Swimming Pool and discharge ring. DRAINAGE INSPECTIONS ARE REQUIRED j, Location of proposed Soil Stockpile Area(s), 0F3Z1 1=1 Contact TOS Engineering at 765-1560 before k. Location of proposed Construction Entrance/Staging Area(s). _==I= Backfill,OR Provide Engineer's Certification I. Location of proposed concrete washout area(s). 00= that the drainage has been Installed ITi. Location of all proposed erosion&sediment control measures. 2 Stormwater Management Control Plan must include Calculations showing that,the Stormwater improvements are sized to capture,store,and infiltrate I on-site the run-off from all impervious surfaces generated by.a two(21 inch 0 rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: ; a. Erosion & Sediment Controls. 0C J b Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) [��0 d. Leaching Structures (e.g. infiltration basins,swales,etc.) ! 0)k i'NGINI,1'1-, ZINM° l7f 1� ` I';lII�N"I' USE ONLY Reviewed & R Stormwater Management Control Plan is Not Complete. UrApprovedBy: 0I — — — — — — — — — — — — — — — — — — — — — — — — 1 I Stormwater Management Control Plan is Complete. Date- 3 �$ 1 SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 �UCDINGDEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD T*n Hall Annex - 54375 Main Road - PO Box 1179 � . SEQ 2 Southold, New York 11971-0959 ��,� p �t1 �ne (631) 765-1802 - FAX (631) 765-9502 roger.richert(c town.south old.n .us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - Date: - � � Company Name: S Name: License No.: email: ban Address: IL3 kill.& CCLI V'e r-�Oi/ - Phone No.: �-Z4 ro • 4 co ? 't JOB SITE INFORMATION: (All Information Required) Name: Dovid s C Address: q45 C K+ C Cross Street: Phone No.: j 3-15 e Bldg.Permit email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle Afl That Apply: Is job ready for inspection?: YES NO Rough In Final ' Do you need a Temp Certificate?: YES 1C]P5 Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service-Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Fortn.xls �•� 0 A,c �5`1� Nov . I5 , � )� Deas U\Id) VI Dc-o , 6LAAA�vi _Sp iN 44C)i�;--7 a, G,,r ckvv A c,,-1 6)X AAW�� \N�e-, e4e, (�AbcJ— �D 0 V'� A�L o�-ct6ve-ss t�2 A/� 5 G �cn 0 DD NOV 1 5 2017 TOWN OF SOUTiIOLD Jarski, John From: stephanie sack <stephaniesack2011 @gmail.com> Sent: Thursday, September 20, 2018 1:49 PM To: Jarski,John Subject: Lead free solder Hi John Thank you again for all your help today. I just got off the phone with both H2M labs and Harry Goldman analysis team and I sent them a photo of the proposed solder location to be tested. They told me that this would., not be able to be tested as is. The only way to get the solder out is to have a plumber cut the piece of pipe out and then replace. This will compromise the integrity of the plumbing and be quite costly. They recommend (and tell me that Southold has accepted in the past) conducting a lead solder water test instead. They guarantee this will show if lead solder has seeped into the water system. Is this test acceptable to you? If yes, I'll schedule it immediately. If no,then I guess I have to cut up my plumbing. Please let me know what you think. Thank you again for your time and assistance. Have a great afternoon. stephanie segrete sack +1917 375 7773 stephaniesack201 1@gmail.com a . 1 q 4. a"A ■ ,1 4F • A R CH I T E CTS + P L A N N E RS August 17, 2016 Project Information: Residence for Stephanie and David Sack 445 Glen Court Cutchogue, NY 11935 Tax Map No. 1000-83-01-05 Town of Southold Dear Mr. Verity, Chief Building Inspector, This letter is in response to your request for a written confirmation that the as-built foundation the above aforementioned residence has been designed to meet or exceed all requirements of the 2090 Residential Code of New York State (RCNYS hereinafter). The poured concrete foundation is designed and was installed with the following criteria: - 10" thick poured concrete wall, 3500 psi after 28 days - #4 rebar, 48" on center vertical, 24" on center horizontal. (2)#4 rebar top lap 2'-0" - Keyed with a 2x4 continuous keyway - 12" x 20" poured concrete footing with (3)#5 cont. rebar over undisturbed soil - All rebar ASTM A-615 Grade 60 Should you require anything else, please do not hesitate to ask. Respectfully submitted, RED A&C NNYe��'�L/ACS �N f7� .r - p �i6842 0� Robert Barnes AIA, Principal TF �'� Barnes Coy Architects F N 7 L:� AUG-BUILDr,lar IM". 1 e 2016 ,rC1WN OF S,DUTgOLD 1936 Montauk Highway,PO Box 763,Bridgehampton,NY 11932 New York 212.207.9204 Bridgehampton 631,537,3555 Vail 970926.4151 www.barnescoy.com TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON NOVEMBER 25, 2014) o' DARK BROWN LOAM OL 1' BROWN AND PALE BROWN SILT ML 7' BROWN CLAYEY SAND WITH HEAVY GRAVEL SC 16' 10,506 sq. ft. BROWN CLAYEY SAND SC ,ZARD LINE) zz' LOT COVERAGE PALE BROWN FINE TO COARSE SAND SW 27' 20.0% BROWN CLAYEY SAND SC 0.5% 3z' PALE BROWN FINE TO COARSE SAND SW 4.3% 38' 0.5% EROSION&SEDIMENT CONTROLS 25.3% Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing,stabilization & 0,506 sq. ft. Seeding of exposed and/or inactive soils. ?ARD LINE) LOT COVERAGE DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before 16.7/ Backfill,OR Provide Engineer's Certification 0.4% that the drainage has been installed to Code. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L I A L S AND APPROVED AND ADOPTED 1.6% FOR SUCH USE BY TBF.-NE K STATE LAND TITLE ASSOCIATIO � ��p�, APPROVAL OF STORMWATER MANAGEMENT - r 0.9% _T rt de t r 236 �� 7' �� - CONTROL LPA OO ; 2.9% Oates 3 2 Approved 2.6% fFy++ 25.1% �AND_ N.Y.S LIc No. 5C UNAUTHORIZED ALTERATION OR-ADDITION FNa' flhan ' Taf t Corwin I TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW Land Surveyor ' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO-BE A VALID TRUE'COPY CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J I , Jr L S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingeggegno L S. IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layo TITLE COMPANY, GOVERNMENTAL AGENCY AND Y LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADD TWP7 FYIQTrM F OF-RIGHT OF WAYS 1 , AMPTON Invoice , GLASS & MIRROR 311 COUNTYROAD 39A•SOUTHAMPTON,NY11968 Phone(631)283-5480•FCC(631)283-5767 CONSIGLIO BUILDERS D &�Z41 GME �) ? Date: 3/23/2018 14 PLANK RD UNIT#4 Invoice Number: 4203 PO BOX 332 R, SEP 1 1 2018 Job Name: SEGRETE-SACK RESIDENCI EAST HAMPTON NY 11937 United States Job Location: 445 GLEN CT CUTCHOGUE SUM'D.T,.N D-�?, f. CUTCHOGUE NY 11935 Phone#: ti,,, ,z,, ;;,{ ;? ` QLD United States Phone#: Qty Description Size Unit Price MASTER BEDROOM 1 HANDRAIL(S)/MISCH 3,050.00 3,050.00 GLASS: 1/2" CLEAR TEMPERED GLASS WITH POLISHED EDGES. TO BE INSTALLED IN FRONT OF MASTER SLIDERS. FLOOR MOUNTED BASE SHOE RECESSED IN FLOOR. GLASS TO BE 36 A.F.F. MID LEVEL PANEL 1 HANDRAIL(S)/MISCH 1,121.15 1,121.15 GLASS: 1/2" CLEAR TEMPERED GLASS WITH POLISHED EDGES. TO BE SET FLOOR TO CEILING WITH RECESSED CHANNEL. MAIN STAIRS (BASEMENT TO 2ND FL.) 1 HANDRAIL(S)/MISCH 51,165.00 51,165.00 GLASS: 1/2" CLEAR TEMPERED GLASS WITH POLISHED EDGES. HARDWARE: PARALLELAGRAMS TO BE INSTALLED WITH THRU-GLASS STANDOFF BRACKETS. RECTANGULAR PANELS TO BE SET IN BASE SHOE RECESSED INTO FLOORING. GLASS ON INSIDE OF STAIRS TO HAVE HANDRAIL BRACKETS INSTALLED BY HAMPTON GLASS. RAILING MOUNTED ON BRACKETS TO BE SUPPLIED AND INSTALLED BY OTHERS. HAMPTON Invoice GLASS & MIRROR 311 COUNTYROAD 39A•S'OUTNAii PTON,NY11968•Phone (631) 283-5480•F'mr(631)283-5767 CONSIGLIO BUILDERS ,Date: 3/23/2018 14 PLANK RD UNIT#4 Invoice Number: 4203 PO BOX 332 I " EAST HAMPTON NY 11937 Job Name: SECRETE-SACK RESIDENCI United States Job Location: 445 GLEN CT CUTCHOGUE ,°, r CUTCHOGUE NY 11935 Phone#: .. United States Phone#: Qty Description Size Unit Price All material sold on this invoice is guaranteed to be as specified,and is not safety glazed material unless Sub total $55,336.15 so marked. It is sold with the understanding that this material will not be glazed in a"hazardous location" Discount% 0.00 as defined by the Consumer Product Safety Commission. Tax $0.00 All merchandise returned for credit,refund or exchange must be in resalable condition,authorized for Total $55336.15 return,accompanied by this receipt,and may be subject to restocking fee.No returns will be authorized for special orders or cut flat glass.Terms of payment are 30 days from invoice date.A service charge of Deposit $55,336.15 1.5%per month(18%annum)will be added to past due accounts. Balance $0.00 RECEIVED BY: The glass listed has been replaced/repaired with the kind and quality to my entire satisfaction,and I authorized my Insurance Company to pay the"Above named Repair/Glass Company"directly for the glass and installation charges or repairs. 1 i SURVEY OF LOT 4 MAP OF BIRCH HILLS FILE No. 4908 FILED JULY 19, 1967 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 2.5 S.C. TAX No. 1000-83-01 -05 SCALE 1 =20 MARCH 7, 2014 APRIL 15, 2015 PROPOSED HOUSE SEPTEMBER 15, 2015 REVISE NOTES OCTOBER 29, 2015 REVISE PROPOSED SEPTIC SYSTEM 0 s, AREA = 20,214 sq. ft. Q A O Fs n 0.464 ac. 2.4 l"0�� \00• lYo '\ 01 pp, NOTES: �N 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM F EXISTING ELEVATIONS ARE SHOWN THUS: 53.0 EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -50- - - - PROPOSED ELEVATIONS ARE SHOWN THUS: 50.0 eJ�,�ar�Po / j j /j j j j �2 -000 PROPOSED CONTOUR LINES ARE SHOWN THUS: 50 < °°o .FL. - FIRST FLOOR G.FL. - GARAGE FLOOR TB. - TOP OF BULKHEAD / / / / / $ BB. - BOTTOM OF BULKHEAD TC. - TOP OF CURB z / / � / / / / / � 4° BC. - BOTTOM OF CURB 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1 ,200 GALLONS. N 1 TANK; 8 DIA. X 4 EFFECTIVE DEPTH ee•� / / / / / // / / / / / �� 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 1 POOL; 12 DEEP, 8 dia. O v PROPOSED 50/ FUTURE EXPANSION POOL IQ. s .9 AGF .y *. e p, ° / /j / / / / / / / // / 52.1 k 57. PROPOSED 8' DIA. X 12' DEEP LEACHING POOL WITH 8" REINFORCED TRAFFIC F, i' COVERS AND HEAVY DUTY LOCKING CAST IRON COVERS TO GRADE 52.4 ' �� PROPOSED 1,200 GALLON SEPTIC TANK WITH 8" REINFORCED TRAFFIC 6�j 4 O COVERS AND HEAVY DUTY LOCKING CAST IRON COVERS TO GRADE 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD s 4 / % / / / / j°e ,",:X' !• �� x OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. S0 z / / x 52.5 54.9/ +/ �o ,,p° // / / / 53. eti 5. THE EXISTING SEPTIC SYSTEM IS TO BE PUMPED CLEAN AND FILLED WITH CLEAN SAND. �2 �° : , o 6. IF CLAY IN THE LEACHING POOL AREA IS FOUND, IT MUST BE °6 x/ ��`Poo k 55.0 �L0 c/ 'S EXCAVATED AND REPLACED WITH CLEAN SAND. .o �� L °�,c• - x52.7 O��x �osIn� �� DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 1 900 s , q. ft. c��` ti�a�p`�'y ��`'01 ,900 sq. ft. X 0.17 = 323 cu. ft. y SSS\C \O,NST PN�9 0 ', ' fiW,, LSSA 54.3 �( �v'P 58.5 J PFENGE yE0 ��pNtW\O� mss ;� y ��* oo�'I S. c,0 � � x 5P S Q�P¢oo 323 cu. ft. / 42.2 = 7.6 vertical ft. of 8' dia. leaching pool required \�o�RpM °� ��3T� >. -% ;`� �' I. / �o�° o � F ¢ PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS o t J AI`s I ;� d lti�rn PSE M S �m U. 00� �\ `.7 6ti PS 5 O PRS`PpF tkg ��Q o ;.`.✓.s r 0Ov 57.7 o s \� Q Q OrO� i a PRO O� SN \� ° 53.2 0 p�(,�g \ ii G s \( NP1 psg3 POr\C,F� �� a t^P <^ � b %G� .0 �° -m�. .'b. TF. p, 00 ti�4� ��aJ�� - = 3'0 . .� TEST HOLE DATA 0 5 ¢0, 58.3 0 "'I • P�yp�\��' ac�O Q�\� -5�0�ERN� W\RE �G �C�Pl (TEST HOLE DUG BY McDONALD GEOSCIENCE ON NOVEMBER 25, 2014) Q J�\ �1 �\ °� O O 'Z \�. 0 55. O �� 0 ��°°�0 Q �N�l J��\ O�� 7 J.� - k : ,`QQ X73 F`� O��O��°� DARK BROWN LOAM OL ��0�o �4G�o :�� t' U° A \ BROWN AND PALE BROWN SILT ML SCG : Oxy 4�y�\ 55. =,,:;- `.r /� D� D °�P� �s9��n��. 7• 150' y F tJZ p BROWN CLAYEY SAND WITH HEAVY GRAVEL SC c°� °�. \� „ D°D 5% 96�,�� EXSTING LOT COVERAGE 16' 1 \�p 1 �q;�F BUILDABLE LOT AREA AS DEFINED BY TOWN = 10,506 sq. ft. BROWN CLAYEY SAND SC (LOT AREA LANDWARD OF COASTAL EROSION HAZARD LINE) �F0, �{G� �p"V 5�x 'L',' • •1•� � ��F, "D�3,0 'PSS 22' 0e 6 s D �� co R�� s o DESCRIPTION AREA / LOT COVERAGE PALE BROWN FINE TO COARSE SAND SW 0 / � 54.2 @° ✓ ��N� oFti� �jx 0. HOUSE 2,102 sq. ft. 20.0% 27 �E _ PF 90 \� y�P G'L \� x /e D "° 54(O9TG �, J� BROWN CLAYEY SAND SC \Q ROOF OVER PORCH 50 sq. ft. 0.5% 32' h D PALE BROWN FINE TO COARSE SAND SW DECK 453 F O Mm_ .+ !, > t >z?1Es 1n Jae D D ��✓> (` i;', ,.+'q p.�1 1 i1 � i Q7 �--''.1. t 'C� ry. sub •� e� D � J;'�uesw'i Fe�'�. � �an36 1 n } 3 sq. 4 3% b 1?LII Lt,rp aiz p° ° jr<<<i �'' ` w� 1'6 i HOT TUB 57 sq. ft. 0.5% 9TFJ = cmnre � TOTAL 2,662 sq. ft. 25.3% �...P 2 11a�C; a------ ._ PROP 0 SED L 0 T C 0 VERA GE BUILDABLE LOT AREA AS DEFINED BY TOWN = 10,506 sq. ft. - "`--' (LOT AREA LANDWARD OF COASTAL EROSION HAZARD LINE) DESCRIPTION AREA % LOT COVERAGE '` 1. CO 3�i w Tv c E,u r� a U...�s..e..,.,,.,.�.�, Ee;'t,.it, I;,:i.TH SIWIC S USE :. 0 1 760 s Pon, /:° 7,: "'L 0 CCINST s_,r„O,. C� � \� q ft. 16.7/ 2nd STY. BALCONY 40 sq. ft. 0.4% PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED FEB 1 p 2Q1 - FRONT ENTRY & STEPS 164 Sq. ft. I 1.6% BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. 4i_ REAR ENTRY & STEPS 96 sq. ft. 0.9% /y t!itl l..'n �, ... �o ^v�:,�Y,:i .(•�OF N,7. +}�� ......., ? �"� d.......r4'^•r•1i'rJ�C':.; 1-fA7 - O POOL & SP 305 sq. ft. 2.9% �, �y,�1}.F"T'C ®„� ...:•:mnrR. ,:,,,.,.-� .ss - - ._ -.. �.. DECK & WALKWAY/STEPS ' 270 s ft. 2.6°° ;- x : .i a AT N.E. HOUSE SIDES q G ;.ur:-C TOTAL 2,635 sq. ft. 25.1% c N.Y.S. Lic. No. 50467 Nathan`�YTft Corwin III UNAUTHORIZED ALTERATION OR ADDITION 70 THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1566 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-020A SURVEY OF LOT 4 MAP OF BIRCH HILLS FILE No. 4908 FILED JULY 19, 1967 SITUATE CUTCHOGUE s� s TOWN OF SOUTHOLD � oo Fs o• SUFFOLK COUNTY, NEW YORK g0� 1� po S.C. TAX No. 1000-83-01 -05 SCALE 1 is-20 MARCH 7, 2014 yA � APRIL 15, 2015 PROPOSED HOUSE SEPTEMBER 15, 2015 REVISE NOTES OCTOBER 29, 2015 REVISE PROPOSED SEPTIC SYSTEM rip JULY 29, 2016 FOUNDATION LOCATION 1-I O �O�Q 9 AREA = 20,214 sq. ff. 0.464 ac. IQ. pp, ms NOTES: pp,, � 2 9�F 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 0 F N � � � I O Z� '.o / I / / P ENc� b� 0 d PS 5 OSP EP 49 Vis• ��ti ➢� o 0 os S 1'y°' s• 167, Q \ N / G �,c• Qo iovER d \s 0- �o 0 .� Cl PREPARED IN ACCORDANCE WITH THE MINIMUM Vv yo�G� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND. PROVED AND ADOPTED 'Pp e ,�J �1 ��,F �(\ J000<� TORE SUCH SOCIAS By�fifi��fW �YOTI N. `RK_S)Ai�`LAND O60\�J' .9h Doe ��G'I ��Gy G3� j r I'O��O '�a ��\fin a/ "• �. �°.4P oZP Q �0G 7� y •J a� ° e -- N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 09W.OF THE NEW YORK STATE EDUCATION LANathan T of t Corwin COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED VTO BE A VALID TRUE COPY. D CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. AUG - 1 'Z016 TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y BUMDING DEPT. PHONE (631)727-2090 Fax (631)727-1727 TOWN OFSOUTHOLD THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-020E SURVEY OF LOT 4 MAP OF BIRCH HILLS FILE No. 4908 FILED JULY 19, 1967 SITUATE CUTCHOGUE s� s TOWN OF SOUTHOLD oo �s 13� o• SUFFOLK COUNTY NEW YORK S.C. TAX No. 1000-83-01 —05 SCALE 1 "=20' VNvL MARCH 7, 2014 APRIL 15, 2015 PROPOSED HOUSE SEPTEMBER 15, 2015 REVISE NOTES ° �$o� OCTOBER 1 20R6VISE FOUNDOTIONEDOCATON SEPTIC SYSTEM OJULY 29, °° '.s OCTOBER 10, 2018 FINAL SURVEY AREA = 20,214 sq. ft. 0.464 ac. s �o� KGs o NOTES: 41 Fs p� ��' — � 1. HOUSE OFFSETS ARE TO FOUNDATION. G X00 001, D C��C SIC I ��Ff NOV - 2 2018 OoIN., 00 � `o o Ora° rUHX u'+T�x'DEPT. °60j �'� JQ�o �e TOWN OFSOUTHOID 00 / / J FEN.w.! o.�oF 00 9�4'�, FENCE s 5eP\ 1�p r��9FyF eco, co SUFFO:.1C COtAN i'Y PEPARTMENT OF HEALTH SERVICES oG FR°M \ P� s G�:rn��o� O 9 A4'�R �'' �{J•:c?^.iCTEOVIORKSFOR ,n FP"k!Ly RESOENCF �� GP��O P�PP9 �p5 0°` y�o� o s �y o,� ,�rt�t ,r �r - S RE D e ��, �, of �y00, P�PRp A E o c2o GROJ�° a 5� 'T As%< �O + Q8#!,NOV_ 20 �.� ^� ,1 0 O O 6 7 _ -IS- I. r£:•n• e o�ai (!� y c •: been 00, �.�.. .-� .4:.. ;,3^�{i �,.^ ..�,` r i7*^ yi a�a a c�> r;•.;n,,.�,;r�-.,. . t aJ G\`r', I ^iPs 2^ti 1c and to v S�P�6 OpP ti �PG•E 1ti� �s eta b°sr�s c'ory t'Ciy �y:AXi�r O. f) ; 8EDR,OIM S. ' oG� Craig Knc,pner, P.E., Chief A� Q �G\p�PoNS, Of1{CC Of V�c'StE'�YcE'C °,�ICIa(�F'TICn± .F e� . .gE si (yhc y��5�° a GVH e .5 FF�O`-• �. . O Ay G �Fyoo °G�ql p �6� i Sg��" 4 v o �P\ 0 �� 4, O,^ v d� r, 12- C 2- °N \O/ \yo$ 9P0 ��fU'r 'SU9JEC1 i✓�vr..;YAr.iQ �:�,., . PAGE E SEPTIC SYSTEM TIE MEASUREMENTS ❑B , J GQ000. Et��E� P��\o�'�0��G.('/�E ' \,OGS e:• > CG�� .s� FOUNDATION FOUNDATION . CORNER CORNER 9 SEPTIC TANK 4�1 OUTLET COVER 31 22 F oti o.\ < :' ,� F '� PREPARED IN ACCORDANCE WITH THE MINIMUM LEACHING POOL �F�,ys G J , , > s STANDARDS FOR TITLE SURVEYS AS ESTABLISHED JJ c n '^ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED COVER 22 31 gOFc1 ,� �yP ER ''p sp Ol FOR SUCH USE BY THE NEW YORK STATE LAND. 0 > YY 6O'� TITLE ASSOCIATION S OF OPVsi eVIP ' ,GAN e D, . . e N.Y.S. Li C. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 LAW.OF THE NEW YORK STATE EDUCATION LANathan Taft Corwin iii COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED 75 Tg TO BE A VALID TRUE COPY. 0-3 1 CERTIFICATIONS INDICATED HEREON SHALL RUN °Ry (•� ONLY TO THE PERSON FOR WHOM THE SURVEY ,.� \ 1 IS PREPARED, AND ON HIS BEHALF TO THE Successor To: StanleyJ. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND -+ LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. „�. TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site Plans - Construction Layout S ,/' TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y �, ms.µ PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 1 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 "" 34-02OG SURVEY OF LOT 4 MAP OF �30 BIRCH HILLS FILE No. 4908 FILED JULY 19, 1967 SITUATE � CU,. TCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNT Y, NEW YORK S.C. TAX No. 1000-83-01 —05 Age OQ'' SCALE 1 "=20' 4 <1\ MARCH 7, 2014 APRIL 15, 2015 PROPOSED HOUSE SEPTEMBER 15, 2015 REVISE NOTES OCTOBER 29, 2015 REVISE PROPOSED SEPTIC SYSTEM JULY 29, 2016 FOUNDATION LOCATION 60` �s OCTOBER 10, 2018 FINAL SURVEY AREA = 20,214 sq. ft. 0.464 ac. Tn O NOTES: IQ. SA�� v4 1. HOUSE OFFSETS ARE TO FOUNDATION. GSI`�/ c, oQ o; W p51 � i9Fps O J �`O ERP�c,�V�• �•�� `2`G $o JFF �F OOPUl �O �° doe of NN gvFf , 1� Ilk 5QP ,` � Jo fES�.'oyo 0o o P �OP'y1 Sj\G s.5 F OF HtALTN S�";h! �' PF NGS y P o F�`'G� SFOLit COG'Rrl�!IEP„^TIv!E'+t7' _ ��'.. OG 4o APr'�i:�,:'!. fir'�;'th�<77RV„ C �• �t•°_.c•:;►QRKS FOR �d ��0 PQ o, STs °a 9< AF.�, °: .`r r E: �;DEtVCE P \ 0 5 0� o o A c^ \ISE.NP PRp P �9 °�oJ�oQo 5` ��+y� D21C. �'�t]U 2��8 �Q -�cJ 00,6l i P7 os .,, s 1 N R .6 6C/ �• of O G pJ . i....z.ion h0k/2!~,en 1 rum at t,� •�•,r- \ON 5A5 , �o F, l �P�y . 6 Q F-clecJ anC.O<ra:t ec2 t-;,;:l-P^,Lparu^er„Or oE�cr aJen at s srb fiur.�t� OPS P�SRO GO PSt o y8' / ry6p �J�° tib tie p a ,a/.v o es'a Q�� be s�tlsia tnr,,FOR !"tr�nlniilElr _ BEDROOMS. 0 � Craig Knep per, P.E., Chief e PoNso\�oa ,off a Q G o Qo�C �ovERH� coo/ Office of �fastelvut<r Ma ta�emerlt c�2 $y Fy°o G�< P 16� S�i�� 4 ' o. 31�V O�'v. '< °� �� yr //aGFcPSi a �. �oNG• 1 / �� y SUBJECT 10LUYEN410 ^ ,ivn. 4ach � mss• *O o�y Oyo�V�✓�f [f/ !V'C l.✓ 0 SEPTIC SYSTEM TIE MEASUREMENTS °F�o st�� o� ,GpoiF�S G��`� ; c °o Fs �� `(� �Soc` `� G Py: E OGS/ 6�'°G� e cG'P `C U 1- '9Ty("��• FOUNDATION FOUNDATION R°°� c�`�G� s CORNER QA CORNER[k] SEPTIC TANK �.y1• �i e�\ e.D ,e�� ,O OUTLET COVER 31 2204 o •° \ Q J p. PREPARED IN ACCORDANCE WITH THE MINIMUM LEACHING POOL 22' 31, ��y9s� �+ > y 6IPG STANDARDS FOR TITLE SURVEYS AS ESTABLISHED A COVER d BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. •Qo J 4'y� 6° f1\RE' .e .OA a ��`C.`� OG'y OF ANG�1. /O`�'�� : \(� \\�S'` VV� C%` �• r C p t. G > r ; N Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION _ TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. _ COPIES OF THIS SURVEY MAP NOT BEARING Nathan Taft Corwin III THE LAND SL OR EMBOSSED SEAL SU ALL R'SINOTOBECONS CONSIDERED TO Land Surveyor TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Gr re IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. Isaksen, Jr. L.S. ►i LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. Z N TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Surveys — Subdivisions — Site Plans — Construction Layout rn QutiY PHONE (631)727-2090 Fax (631)727-1727 C") THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-02OG TOP OF GUARDRAIL --------------------------------------------------- - ----- ---- —FLAT ROOF CONSTRUCTION_-—- -—-—-—- - - - ----- — ------------------------------- EL.:+87'-9" 75 MIL EPDM ROOFING FULLY RAIL: ADHERED TO SHEETHING OVER / TAPERED RIGID INSULATION,COLOR 36" HIGH 2' THICK TOP OF ROOF TBD REF.ARCHITECT I- — — _ _ _ _ TEMPERED_GLASS_ ----------------------------- --------- --------- _. . I TOP OF STEEL 3RD FL. EL.:+84'-17/8" I I B.O. FIN. CEILING 2ND FL. I I EL.:+82'-81/8" w L — J = 2 0 U CHECKED BY: STUDIO/BR. 3 (Ol MASTER BEDROOM = FLOOR TYPE: Z 4"HARDWOOD FLOORING OVER o ISSUED: 4"PLYWOOD OVER 118"TJI FLOOR 3 ISSUED FOR PERMIT: 03.07.2016 JOISTS @ 16'O.C.INSULATED PER RESCHECK REQUIREMENTS ISSUED FOR CONST.: 04.15.2016 Aft TOP OF FIN. FLOOR 2ND FL. EL.:+72'-81/8" -------------- :=-- ------ Ah TOP OF STEEL 2ND FL. EL.:+72'-5 7/8" j I I TOP OF FIN. CEILING IST FL. EL.:+71'-0" i 2 _ i J W_ U N In CABANA BATH FLOOR TYPE: (�LIVING ROOM �. (J Z_ 4"HARDWOOD FLOORING OVER U REVISED: TOP OF FIN. FL. GUEST WING 4"PLYWOOD OVER 118"TJI FLOOR = } O JOISTS @ 16"O.C.INSULATED PER z EL.:+63'-0" ! oo RESCHECK REQUIREMENTS FLOOR TYPE: U- I PORECELAIN 11LE IN MUD SET OVER ------------------- � --------- - PLYWOOD OVER 118°TJI FLOOR - --------------- - ---Q -------------- ----------------------------- jh T. 0. FOUN. WALL @ BEDROOM WINGJOISTS @ 16"O.C.INSULATED PER EL.:+61'-7 5/8" -------- -- - - - - ------- --------------- ----- ------- --RESCHEG4(-SPEC-IFICflT1ONS---- --------------- - - - - ------ -------- ------ - ------- ---------- - — _ 4 TOP OF FIN. FLOOR IST FL. = F A5.0 -------------------- ------ --------------- --------- - - — ------------------- EL.:+60'-0" -—-—-—-—-—-—-—-—-—- ' -------_ --------------- s - - -- ------------------------- ..... .. ... TOP OF STEEL IST FL. ----------------- I ----- - - - - - - - - ------------- ---- -- — - - - --- --- -- --------- --------- ----- -- --------- -- ------------------------ -- H_ I EL.:+59'-7 1/2" ;I U TOP OF WALL LIVING WING FINISHED GRADE X - - - � -------------- ---------- ------------------- ------------- ----- ----------- z ---LL -s ---- EL.:+58'-5 3/8" i T LL 101 GARAGE SLAB CONSTRUCTION: p w 4"POUR D CONCRETE SLAB WITH F- _ I UNDISTURBED SOIL PROVIDE 2" Z REC. ROOM 1 ' FIN. NORTH TERRACE GRADE z_ le ao PER R EXPANSION JOINTS W/ U si. CONTR L JOINTS AS REQUIRED. _o BRIDGEHAMPTON: -------------------- - ---------------------- __ — i -- ------------ -- _� — 1936 MONTAUK HIGHWAY SLAB CONSTRUCTION: Z _.--_ — T.O. MOTOR COURT SLAB PORCELAIN TILE OVER 12"MIN. `l 1 PO BOX 763 EL.:+53'-0 1 l MUD 4 POURED CONCRETE SLAB ^ cJ BRIDGEHAMPTON, NY FOOTING CONSTRUCTION: L. L WITH UNDISTURBED SOIL-PROVIDE p. 4- 12"x 20"POURED CONCRETE FOOTING "PERIMETER EXPANSION JOINTS ' A5.0 PHONE: 631.537.3555 WITH(3)#5 CONTINUOUS REBAR TIED TO L L r W/CONTROL JOINTS AS REQUIRED. I FAX:631.537.0558 T.O. BASEMENT SLAB WALL REBAR AT BUILDING PERIMETER. (. �.. EL.:+48'-9 3/8" ------------ --- ----�- PROVIDE 3"OF CONCRETE COVER ON ALL - � -�- - - -- —'---'- �'---------------- REBAR(TYP.) I I I NEW YORK CITY: STEPPED FOOTING: :.. .. 2:1 MAX L J 124 EAST 40th STREET SUITE 1102 NEW YORK, NY 1 BUILDING SECTION A-A PHONE:212.207.9204 FAX:212.207.9247 SCALE: 1/4" = 1 '-0" _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ PRESSURE TREATED BUILT-UP CURB btil( 1(0: f — — -- LEAD COATED 1 1 COPPER DRIP CAP AT >. : —�' PERIMETER CURB _ _ ( , 1 r - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- INTERIOR - - - - - - - - - - - - - - - - - - --� r- - - - - - - — — - - - - : -- - - - - --- -- ------- PITCHED BLOCKING I INTERIOR WALL FINISH: I EXTERIOR WALL INSULATION: I I I 2 FOAM INSULATION 1 1 1 I 5/8" SHEETROCK 1 I I I I ° I ' 1 (4" PER FOOT) ><DR-21 KRAFT FACED BATT a I I WATER PROOFING 1 I I IL ARC one ITE"70% ><DI I INSULATION 1 1 SEE STRUCTURAL I I 1 EXTERIOR WALL: i I I a 1 DRAWINGS FOR ROOF I I I 1 2X6 WOOD FRAME I I ( Q48 ATION WALL: ___F, k<Dl I I JOIST SPECIFICATIONS I ><DFLOORING: I ><) i I I b I I I I 3/4 HARDWOOD FLOOR — — — J WALL @ 16 O.C. I I I IRED CONCRETE �. RIM JOIST: I I i ; ,: .., I ITH #4 REBAR @ ' 1 BOTTOM PLATE: . VERTICAL, 24 .;-k• ` i 11 7/8 LVL I SUB FLOOR: — _ — -- - -- — — _ — — — J (2) 2X6 CONT. I I I iORIZONTAL f----- - -------------- ------- 3/4" CDX PLYWOOD — - — - I I I STIR TION: 4 COAT CEMENT 1 1 I I I I I 4" POURED CONCRETE SLAB i I RIM JOIST: I I I ° I WITH OVER UNDISTURBED SEGRETE - SACK STUCCO FINISH OVER RIM JOIST: a 11 7/8" LVL DRAINAGE MAT OVER I 1 11 7/8" LVL RIM JOISTS I 1 I SOIL- PROVIDE 2" PERIMETER RESIDENCE ><D APPROVED I 1 I I I EXPANSION JOINTS W/ UNDERLAYMENT OVER I) 11 8" TJI 560 FJ @16"O.C. i 1 I I I CONTROL JOINTS AS 3/4" CDX PLYWOOD I 1 I SILL PLATE: ° a 1 REQUIRED. 445 GLEN COURT 1 SHEATHING SEE I 1 I DOUBLE 2x6 ACQ PLATE 1 I><D SPECIFICATIONS I HOUSEWRAP r n i 1 - ------1 ANCHORED TO I I 1/2" PERIMETER EXPANSION CUTCHOGUE, NY 11935 1 al Ia ; FOUNDATION WALL I I I JOINT 1 UPPER PLATE: I I a I I I � ANCHOR BOLT: 1 I 2X4 CONT. KEYWAY SECTION A-A (2) 2X6 CONT. 1 I I I I ° I 5/8" DIA. @ 24" O.C., SEE 1 I i EXTERIOR FINISH: 1 I I I STRUCTURAL DRAWINGS I J� I ° c FOOTING CONSTRUCTION: + DETAILS WINDOW HEADER: 1 1 4 COAT CEMENT STUCCO FINISH 1 I 1i I —{ �, _ _� _ _ ;� I 12 x 20 POURED SEE STRUCTURAL I I I I I 2 AIR SPACE I _ —� I CONCRETE FOOTING WITH 1 I OVER DRAINAGE MAT OVER771 1 DRAWINGS FOR I I APPROVED UNDERLAYMENT OVER I I I i I 1 (3) #5 CONTINUOUS REBAR �.� i 1 SPECIFICATIONS I I 3/4" CDX PLYWOOD SHEATHING, I I 2x6LWOOD FRAMEON: Q TIED TO WALL REBAR AT 1 1 I I SEE SPECIFICATIONS I I j I WALL @ 16" O.C. 1 I BUILDING PERIMETER. PROVIDE 3 OF CONCRETE I I WINDOW : L - - - - - - - - - - - - - - - - - - - - -� L - - - - - - — — - - 11- - - - - - - - -j L - - - - - - - - - - - - - - - - - - - - - - - - -� COVER ON ALL REBAR (TYP.) TO BEAR ON UNDISTURBED SEE A4.0 + A4.1 FOR SOIL 1 1 SPECIFICATIONS - _ _ ` RED j I I 3 DETAIL WALL SECTION L� DETAIL WALL SECTION 5 DETAIL WALL SECTION O SKINNY L - - - - - - - - - - - - - — - - - - - - - -� ( ) SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = P-0" SCALE: 1 1/2" _ - " u L� m �,. �� 2 DETAIL - WALL SECTION �� 016 � o��r '-� -�_ p�ss42 �0 SEPTEMBER 29, 2015 DEPT. N E\N SOUTSOL13 Q'IO�Q tJ�Q'IIR�' 9 t-OZ `9� 1SnJnb N -10 aI • _ • _• • • • • • m 'Ir �ly 410-.l = .E :31VOS � e� � NV39100d - TV130 . I I. II'f Ill _ _ _ _ _ _ _ _ _ _ _ _ _ _ II. 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I = r...._....»._...i VdS 2103 (L) I I d33C1 11ZV ` "100d 2103 (Z) AI.IlNdno 'ldnZ93 L---- r a3n021ddd 2101131121801011 }� 110-f --- 21Id1N3d 1�81HO1111dM-NI 0731 d33(7 b8 i 'Z53 183 0 %OZ'96*80 :°103dsN1 UO3 n3nssl � 3 d O 1 S --- :a3nssl VdS 2103 (L) ° '100d 2103 (Z) A111Nvno 'lbnD3 r, a (Z) AII1Nbno 'N2Jn1 d :AS a3»03H0 43n021dd`d 2101131121801011 � 2JIV1N3d J181H01111VM-NI ail VdS S31VOIGNI . . .,; / (Z) NIVdC1210013 (b) kliNwo 'Ndn1321 ` 100d S31VOICINI , z N Slab Site Preparation Notes The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of The Contractor is to verify all measurements in the field and any discrepancies are to be brought to the •� �1 0".' slab elevation shown in the Architectural drawings attention of the Engineer prior to construction The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 32.111. The Engineer 1- All Concrete 3,500 psi after 28 days minimum. W LOAD BEARING WALL is to be notified if unacceptable solid are encountered during excavation if Proof Rolling produces results that 2- All Rebar ASTM A-615 Grade 60. NT I z n ' MIN „ exceed ACI standards. 3- Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are to be installed a :CP-I . r__ q (4) ANCHOR BOLT The excavated areas along the stem walls and footings are to be back filled with clean material and minimum of 3 below grade unless indicated otherwise. � o rn o mechanical) compacted with clean fill in 6 inch lifts. Each layer is to be compacted to 98% modified proctor. 4- Rebar installed along the top of the foundation walls without windows are to be installed 10" below top Cn (2) #5 CONTINUOUS C\L o ° Y p Y p p C m N SLAB ON GRADE f Base material layer shown on drawings is to be compactable, easy to trim, granular fill that will remain stable of foundation walls with windows are to be installed 3 below the bottom of the window. 0 O M ° and support construction traffic. A clean fine-grained material with at least 10-30% of particles passing a No. 5- All Snap off form ties are to be removed and remaining openings are to be sealed/grouted. C) >- #5012 0.C. ^ : CL z 100 sleeve but not containing silt, or organic material is recommended. 6- The Foundation contractor shall coordinate the plumbing and electrical contractors relative to _ c i installation of sleeves and other penetrations prior to pouring concrete. ° Slab Notes p p p g N � � O ° Q a : a a ° ° . "a Isolation joints are to be installed between the slab and the walls. Use preformed joint filler that is to be cut % 7- The Engineer is to be contacted if unacceptable or questionable soul encountered during excavation. V CL H o ° A inch below the slab surface and the resulting joint is to be filled with an elastomeric joint sealant Unacceptable soil is soil containing clay and/or organic material > E N ° . Contraction joints are to be installed as shown in the drawings and are to be %the thickness of the slab but not 8- Install isolation joints in the cellar floor slab every 18 minimum O d less than 1" deep 9- Foundation excavation is not to be back filled prior to the installation of the floor framing W = o N \ t 3 BARE PLATE IN CORNER The welded wire reinforcement is to be laced in the to third of the slab and is to be adequately supported 10- Backfill along foundation walls is to be clean material and is to be mechanical) compacted in 6" lifts to f1 o ca o 4 p p q y pported by g Y p „ \ SCALE: NTS precast concrete bar supports to assure that the reinforcement is held in position during concrete placement 95% of maximum dry density +_; = W 3 CL. 6" 6" and finishing11 co co 1'-8" N NOTE: VAPOR BARRIER TO BE CONTINUOUS UNDER THICKENED SLAB. m FOOTING SCHEDULE (4) $" ANCHOR BOLT MK SIZE REINF. BOTT, EA. WAY THICKEND SLAB U.O.N. UNDER LOAD BEARING WALL 9 MIN F3.0 3'-0" X 3'-0" X I'-6" 5 - #5 NOT TO SCALE F4.0 4'-0" X 4'-0" X I'-6" 5 - #5 ° o ° . '-� �' ■ • o . °• I'-6" X I'-6" PIER P1,03'-0" X 3'-0" X 1'-6" FOOTING 5 - #5 Sr�,J s';...�^a .;1.l.Ytt�"it;:iY✓1�;::1".:C.`i .. y_� LU ,�.-,>._t, :,;;'�'..;-is°'"Y...:.:::-:..•t:.... . . , 16 WI SEE ARCH. DRAWINGS -�` SONS 10"X 12"X4" BARE P LATE ,F„ ;t "r - +^; „ -;;;:;i N.:; r:{x+•.SNA :�F,..J.7 ... �- FOR ALL`D1MEN I W 2x6 WALL © 16 O.C. SCALE: NTS ^fr: :,. <�t::,i :.'r; y • y,, gib,':{4,r.1.�,:.i.t,;•:"}y`''+'': 0 TERMITE SHEILD ,,r,, ;r:��. ;•,.•,4..<..'r. �---_ W z Ld 1:r w,F ):t:�'.��•�•''�i•,J'r"�':�`',S! � Y 1,)••;,... � /� 2x6 SILL PLATEq 11$" TJI 560 FJ @16"O.C. 'CiS1,L,j X:�S<<j;; .A'A •h 1:i s_ ,v ''7''' • {z.< "rid: '.ii-i ��_ ti •. ?: W U ANCHOR BOLT 3 0.C. 7.� � ^` a +•'. _-�: ••+ � 12" FROM CORNER W / '••. /CONCRETE STAIR . ' •••• ';''°° ``�'{ `i;; PLAP2 /(2)#4 W /� ON GRADE •r. :.y •�. ..,. ,1.. ,. :. ,r... 'h =i:'tF' 'i% J`.K V �' ..t. •': .J,, y. ':+ r .;. as ,:p� :r'.> .. .► . "Y ...� .:r-;f^;. r :. .t:. :;1:;. :Y:' `.' . 4r.i .A:�`` - .}. r 'e,r.,f,t!• ♦• d d ....•',r..0., ...... .,.. �_..:�,.;,....'_^ •"_,:, _ .{"�•.;, '4°:'' <•(, .•'r. •.a`<•._ :A,i.•, ,<f'i�:<l:x•4i'q:.r,y�� ..I.:. •w :5... ).r"a`.r,.:•'1•; ;..Y•��a,� .:, • .. Ito 4. UJ 1211 •.,. .•,. lip ,• 1 p L '1 WATER PROOFING •d _ P p ; . ©r 4X22 COLUMN I` t 2C)INSULATION ON O WEEPS OR FTG DRAINS •. ,. .- PER CIVIL ENGINEER. .. , :• .• :..'.....:......:_. ......._ .. .. _�.. .. ,. '.•::' D SEE C.E./ARCH L DWGS. 3 n 4@48 O/C #4@12 ' o/c � � d• 00 STAIR SLAB AS U . C. REQ'D. SEE � .r• •l •�a. 1/2 EXPANSION JOINT , ARCH'L DWG. " I . •,' •' I, " I 04 4"X4"X1/2 HSS CN O/C _ ,,.. 1 -- 311/2"X 11-7/8 L *? -1/2 11-7/8"LV" o — • ° ��e L 3 ,iX ..^ 'ii w - �F3.0 F3. F3, F3.0 1 I �1 2X4 KEYWAY — • . p 1-3/4"X 11-7/8"LVL THICKENED SLAB '':;. cf '► . ►o '�; • ., : M.. i. ►" Ci p, ►p. \ N 1 m 11-7/8"TJI 560 + Z y •. in @1 6"O.C,. a 3—#5 CONT. 2 — o Q 1 _l f�— �I J - Y 'Y• I 1 -8 ..1... J (� 00 RETAINING WALL DETAIL40 �'` o _ ^ =' z FOUNDATION DETAIL # b � X NOT TO SCALE b NOT TO SCALE W v — 1-3/4"X 11-7/8"LVL 0 o p o r I • : L Q LO U U) X m 1 11.0V � �j = 00 a LU X N 1-3/4"X 11-7/8"LVL LU > X ` U . Z J (N F- ( X Sn ch 1 I I Q U_ Int I a WALL BEYOND s #5 TYPICAL I • NOSING _ W co coo c� e ; 3-1/2"X 11-7/8"LVL a c.;00 r� • �' W12X40 GIRDER "'• �l o CHAMFER EDGE UJI 6X6 W2.0 X W2.0 WWM PLACED °' I - 1" CLEAR FROM TOP :" - _ `�� 3-1/2"X 11-7/8"LVL ; ., o 3 1/2" 11 7/ �VL T.O. SLAB - a . ° p v1L \�` \ \\ :::;' " ;` L ZUJ UJ U.J UJ I— I I—� i- ° • o JF .0 jjam�_ EL. +00 III=III=III= _ I��L I L—III b • r '' r 2 4 TOP LAP 2" -0 I _ i 1" CLEAR ( > # TTL 7Tt 7T,11J ;III=1 I 1 —I ,� —III 9A 11-7/8"TJ 1 560 I...•, @ 16"O.C. d _, y.: =Y �—'1 '• i : fLl rf 1TITT�ILI -��_ T . 7.... ...<. ;�•:: 7 • . II _CD W. 5" SLAB a " ':' :,' .. . : . V _ ... r - 2x4 KEYWAY W ° J #4 @ 2'-0" O.C. d. - I! Q IIS I�f _ ~; v U) 2'-09t "'� x „. ..,! 3-1/2"X 11-7/8"LVL I 3 4 BOTTOM LAP 1'-10" TYPICAL STAIR ON GRADE DREWB.BENNETT s `: ^ „X 11 'c �' LVL pROFIL I SS>O W X TYPICAL SECTION AT GARAGE DOOR W 2 NTS U) s_ N N C 5Y2" SLAB DEPTH 3Y" N.W. CONC. ON c j 2" METAL DECK 20 GAUGE CN i #5 REBAR, @ 12" O.C. EACH WA 4000PS1 N co DECKING BY OTHER � m 0 � CV U 0 y' C? Z M N � O ERIMETER ANGLE FASTENED U > E WITH CONCRETE ANCHOR � Q N LLJ -o Z o _ Q- DECK DETAIL co co I i rW 1Z W ... W Z LU W14X22 COLUMN -...' i., W16X67 HEADER I j" W14X22 COLUMN W16X89 HEADER ................................................ ................................ O -- ----- - ----- -- - - -- - - - -- - ----- ------- w ........................................ ................................ .,. Q w Oz -' 3-1/2' X 11-7/8"LVL HEADER I Z (n J ---- � m r m .................. - Q V r ' f Q , . ..W 3 ..71 , 5"X5"X1/2"HSS U 14"TJI 560 @ 16"O.C. J� �Y 5"X5"X1/2"HSS J b VJ 0 W \\ i Z I w Q @J r,^ > ` 1: U V 7 w w X � a i- 3-1/2"X 14"LVL 4"X4"X1/2"HSS > z 3-1/2"X 14"LVL N `\' �� Y W Q 14"T6J1056C0 ...�,�..., Q� X4 - M'� �Y X1/2' HSS °° 5"X5"X1/2"HSS Q 1 0 ^ \. M b� 5"X5"X1/2"HSS U �_ 3-1/2"X 11-7/8"LVL X I Z N " 11-7/8"TJ 1560 U I I I N C N 3 w ` @ 16"O.C. o i C�+cl) 1 v 11-7/8"TJ 1 560 { @ 16"O.C. co z a 04 4 � U X J Q co 'j U — 5"X5"X1/2"HSS \` _. .._.,, @� C) (5 CD Q -- - ^ Lo _ O X 4"TJI 560 _ i Q 5"X5"X1/2"HSS iv f; 16"O.C. Q rr 5"X5"X1/2"HSS WJ J ...... ..._......-r a D (\V r00 r; 14"TJI 360 X @ 16"O.C. U X F- "' ^ (2)14"LVL+(2)1/4 STL HEADER �``':t Q A W16X89 GIRDER b 5"X5"X1/2"HSS - - -- 'R, 4X4 X1/2 HSS 3-1/2"X 11-7/8"LVL I r r �\ " O L v c 3-1/2"X 14"LVL 4"X4"X1 2,FSS z `'`' Lu \ I..I.i I � +� � w �� - - > IVII 'J U H I"I"I @ 16"O.C. 'v o ,.......,........<., i U � r- 4"TJI 560 16"O.C. Ud 14' J1560 � Q, 0Z 1 — ? @ f6"O.C. �'� X i ' - , ;� O LL j L i` 5"X5"X1/2"HSS Q \`,:. .. L w V uJ _ I _ p o Z LL _ w VL �\ oo � ¢ ^ Q _ X ujN >I i I - o U) "'v0 C`{ 1 f �I CV _ CSI V 1 , ' 04N (2)14"LVL HEADE _ i j ? �, QW W W W .,, \I CD _1 T-1 W J U � U j GREW 8_B-ENNET7 j 0 m —rte,-�•"i� L 5744 <C W '��'0FESS10��P/ w L a) a) FRAMING LUMBER c 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: .� A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, "TIMBER CONSTRUCTION MANUAL" LATEST EDITION. B. NATIONAL FOREST PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION," W ILL LATEST EDITION. cV 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH SHALL BE KILN DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: ICE SHIELD UNDERLAYMENT x � co RAFTERS AND JOISTS: DOUGLAS FIR-LARCH ##2 BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH ##1 REQUIRED - 24" FROM EDGE STUDS AND PLATES: DOUGLAS FIR-LARCH, STUD GRADE HURRICANE CLIP 0 N HURRICANE 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: TYPICAL. V O Z c? POST AND TIMBER: DOUGLAS FIR-LARCH ##1 a Z M BEAMS AND STRINGERS: DOUGLAS FIR-LARCH ##1 HN H2.5 A (� HURRICANE CLIP 4. PRESERVATIVE TREATED WOOD: PROVIDE TREATED LUMBER COMPLYING WITH AWPS-2 AT SILL PLATE AND ALL 16" O.C. V � QF LUMBER IN CONTACT WITH CONCRETE OR MASONRY. 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL CONFORM TO Q ca 0 AND SHTHE ALLBE EDITION DIINOSTAOLLEDHE "NATIONAL N ACCORDANCE DESIGN WITH SPECIFICATION INFPAI�MANOUALNOOR HOUSEOD RFRAMING"AND ITS SUPPLEMENTS W N O 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF: THE INTERNATIONAL BUILDING CODE, �' c>3 O W (LATEST EDITION), THE 1992 CABO FOR 1 AND 2 FAMILY DWELLINGS, OR THE MANUFACTURER'S RECOMMENDED _ FASTENING SCHEDULES. SIMPSON LSTA36 1 N M co 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM PROVIDE 8d COMMON WIDE- 18 GAGE C (D HANGERS, MINIMUM 18 GAUGE, INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. NAILS @ 4" O.C. AT METAL STRAP @ JACK 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET THESE EXTERIOR EDGE OF ALL POST W/4-8d NAILS, m GIRDERS 1/2" CLEAR (MIN.) BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR SHRINKAGE. SHEATHING. EACH END, TYP. 9. STUD BEARING WALLS ARE TO BE 2 x 4 @ 16"o/c. AT THE INTERIOR AND 2 x 6 @ 16"o/c. AT THE EXTERIOR, m UNLESS NOTED OTHERWISE ON PLAN. APA RATED PLYWOOD TOD 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW, WHERE REQUIRED INSTALL ADDITIONAL STUDS. EXTEND TO TOP OF TOP 11. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. PLATE. 4 - 8d NAILS TYPICAL 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. PROVIDE SOLID SIMPSON LSTA 13. USE DOUBLE STUDS @ ENDS OF WALL AND ENDS OF WALL OPENINGS. BLOCKING AT ALL 36 METAL STRAP 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT SUBFLOOR EDGES @JACK POST LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" NOM. AT INTERIOR -FIRST TWO BAYS N LSTA24 WALLS AND 6" (NOM.) AT EXTERIOR WALLS. ( ) OF FRAMING-TYP. @ @ STUDS W/ _ 4-8d NAILS @ _ 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. 48" O.C. EACH W END, TYP. FLOOR JOIST 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8' o/c. V 17. BUILT UP BEAMS LESS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 2 - 16D NAILS @16"o/c. BUILT UP z BEAMS GREATER THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 3 - 16D NAILS @16"o/c. DOUBLE TOP -�� PLYWOOD SHEATHING W 18. WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD PLATE TO OVER LAP BOXHEADER0 WALLS AT EACH FLOOR. (1" x 4" BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2 - 10D2 x 6 @16" O.C. BEAM - TOP + BOTTOM. NAILS. } STUDS SIMPSON LSTA24 1 " W F_ Z 19. CHIMNEYS: ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP. CHIMNEY WIDE-20 GAGE METAL SHALL BE FACED WITH 1/2" APA GRADED FIRE-RETARDANT PLYWOOD GLUED & SCREWED TO STUDS. WHERE WALLS STRAP @ 48" O.C. MAXI. EXCEED 4'-0" IN WIDTH, INSTALL DIAGONAL METAL BRACING AT INSIDE FACE OF CHIMNEY AT ALL FOUR WALLS. W/ 4-8d NAILS- EACH O in 20. WHERE CANTILEVERED BEAMS ARE INDICATED, THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN END, TYP. V U O UPLIFT OF 1000 LBS. MIN., U.N.O. Q W U 21. NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL. STRAP TO STUD U) J W/4 - 8d NAILS � O TOP OF FOUNDATION W b WOOD HEADER SCHEDULE U WRAP + NAIL STRAP �"� ROUGH OPENING WIDTH HEADER ( 4 - 4d NAILS ) W 2 x 4 WALL 2 x 6 WALL AROUND SILL PLATE SIMPSON MST27 LESS THAN 3'-0" (2) 2 x 6 (3) 2 x 8 AT ANCHOR BOLT 1 1/2" WIDE - 20 GAGE - UI 3'-1 TO 4'-0" (2) 2 x 8 (3) 2 x 8 METAL STRAP @48" OC. 4'-1" TO 6'-0" (2) 2 x 10 (3) 2 x 10 +12" FROM EACH CORNER = W 6'-1" TO 8'-0" (2) 2 x 12 (3) 2 x 12 WRAP AROUND SILL PLATE (n L OVER 8'-0" SEE PLANS SEE PLANS FLOOR JOIST NAIL SHEATHING TO SILL PLATE NOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-0' WIDE, _ 8d NAILS @ 4" O.C. - (2) JACK STUDS FOR SPANS LESS THAN 8'-0" WIDE, °:: :•° ° a 3 JACK STUDS FOR SPANS OVER 8'-0" WIDE. .•�, •: 2 x 6 SILL PLATE ' a °� • .° • • 44 a .°• ACQ TREATED. A. • 5/8" x 12" A.B. @48" OC. A!' SEE DWGS. a w/ FENDER WASHER. °a° . '°FOR DESIGN. d d ; d ° a STRUCTURAL STEEL ° 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: A. AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, "LATEST SECTION ELEVATION EDITION. B. THE AMERICAN WELDING SOCIETY (AWS D1.1) "CODE FOR WELDING IN BUILDING CONSTRUCTION," LATEST EDITION. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: HOLD DOWN + SHEAR CONNECTI0N CRITICAL PATH A. WIDE FLANGE BEAMS, COLUMNS AND STRUCTURAL TEES: ASTM A992 B. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B C. STRUCTURAL PIPE SECTIONS: ASTM A501 OR ASTM A53, GRADE B. D. CHANNELS, ANGLES AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED E. BOLTED CONNECTIONS OF BEAMS OR GIRDERS ARE TO BE MADE WITH ASTM A325-SC BOLTS (3/4" DIA.) F. ANCHOR BOLTS: ASTM F1544, (GRADE 36. 3. STEEL CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS. W A. FOR NON-COMPOSITE MEMBERS. PROVIDE CONNECTIONS BASED ON REACTION AS DETERMINED FROM AISC UNIFORM LOAD TABLE. (UNLESS OTHERWISE NOTED ON PLANS.) B. FOR COMPOSITE MEMBERS. PROVIDE CONNECTIONS BASED ON 1. 5 x REACTION FROM AISC UNIFORM LOAD TABLE. O (UNLESS OTHERWISE NOTED ON PLANS.) C. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS REDUCE THE SHEAR OR MOMENT CAPACITY BELOW z THAT REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEB ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY TO SUSTAIN CONNECTION LOAD IS INADEQUATE. p6 D. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, CONSIDERING THAT THE CONNECTION IS AN EXTENSION OF THE BEAM AND GIRDERS. 4. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED WITH NATURAL CAMBER UP. CANTILEVER BEAMS SHALL J BE FABRICATED SO THAT NATURAL CAMBER RAISES CANTILEVER END. 5. WELDING SHALL BE PERFORMED BY CERTIFIED LICENSED WELDERS AND ARE AWS QUALIFIED. WELDING ELECTRODES SHALL BE ASTM A233, CLASS E70XX (USE LOW HYDROGEN ELECTRODES FOR A572, GRADE 50 STEEL). z 6. SHOP PAINT EXPOSED STEEL MEMBERS, STEEL MEMBERS NOT ENCASED IN CONCRETE OR SPRAY FIREPROOFED, AND ALL STEEL MEMBERS AT THE EXTERIOR WALL WITH TNEMEC ##10-99. FIELD PAINT AS PER ARCHITECTURAL DRAWINGS AND Q W SPECIFICATIONS. Ir 0 7. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS: 0 MASONRY OPENING LINTEL 4'-0�" OR LESS L 4" x 3 1/2" x 5/16" 4-1 TO 7 -0 L 6" x 31/2" x 5/16 A. 3 1/2" LEGS ARE HORIZONTAL. w B. PROVIDE ONE ANGLE FOR EACH 4/ „ OF WALL THICKNESS. W ❑ N O N C. PROVIDE L 5" x 5" x 5/16" ANGLES FOR 6" THICK WALLS AND PARTITIONS WITH OPENINGS UP TO 6'-0". D D. PROVIDE MINIMUM 6" BEARING AT EACH END. E. LINTELS OVER 4'-0" SHALL BE FIREPROOFED. VJ OI W W W W of 8. MASONRY ANCHORS SHALL BE HILTI "HIT" ADHESIVE ANCHORS AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC., OR APPROVED EQUAL, THE SIZE AS INDICATED ON THE DRAWINGS. THEY SHALL BE INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. 9. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. ENGINEERED WOOD PRODUCTS O 1. WOOD I-JOISTS: PROVIDE ENGINEERED WOOD I-JOISTS, SIZES AND SERIES AS SHOWN, AS MANUFACTURED BY TRUSJOIST MACMILLAN OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S LLJ STANDARD RECOMMENDATIONS AND DETAILS, INCLUDING CONSTRUCTION BRACING, MINIMUM BEARING LENGTHS, _j - WEB STIFFENERS, SQUASH BLOCKS, BLOCKING, KNOCK-OUTS AND HOLES, ETC. Q d� PLYWOOD SHEATHING 2. RIM BOARDS: PROVIDE CONTINUOUS 1 1/4" THICK RIM BOARDS, TIMBERSTRAND LSL AS MANUFACTURED BY 0 r- TRUSJOIST MACMILLAN, OR APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S 1. PROVIDE PLYWOOD SHEATHING COMPLYING WITH APA-GRADE STAMPED AND SHALL NOT EXCEED THE SPANS RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR PLATFORMS. INTENDED FOR USE ON THE STAMP. ALL PLYWOOD SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE OF 3. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM PSL AS THE FOLLOWING THICKNESS: MANUFACTURED BY TRUSJOIST MACMILLAN OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE r et":-� FLOOR: 3/4 MANUFACTURERS STANDARD RECOMMENDATIONS AND DETAILS. WALL: 1/2" 4. GLUED LAMINATED TIMBER (SOFTWOOD): PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, IN ACCORDANCE WITH ROOF: 5/8" Uj DREW B.BENNET7 =� AITC 117-84 DESIGN STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD 2. ALL PLYWOOD SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE (B. F. SPECIES. UNLESS NOTED OTHERWISE, ALL LAMINATIONS SHALL BE SOUTHERN PINE. GOODRICH PL400 OR EQUAL). 5. ROOF TRUSSES: PROVIDE PRE-ENGINEERED ROOF TRUSSES, AS SHOWN ON THE DOCUMENTS, TO RESIST LOADS 3. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. TABULATED ON THIS SHEET (INCLUDING NET UPLIFT). INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S `� as W 4. LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS. STANDARD RECOMMENDATIONS AND DETAILS. FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING �phGFES� _ DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. ROOM SCHEDULE MATERIALS SYMBOL SCHEDULE ROOM # ROOM NAME FLOOR �� \,�\\\ EARTH/ COMPACT FILL BASEMENT �� a°0v.T•R. a"0V.T.R. ROOF 001 GARAGE BASEMENT ° ' POROUS FILL/ GRAVEL I I I I Q MASTER BATH @ STUDIO BATH I @LILUNDRY 00 MECHANICAL BASEMENT 00 REC. ROOM BASEMENT CONCRETE BLOCK _ --r-------,-----,--r2"c,-----i ,---------7- I ------- ----- I I I I I I I I I I I I I I I VENT TO EXT, I I I ------------j I 1 CHECKED BY: 00 LOWER BATH BASEMENT a I I I I I 1 I 2'0� 2'0 I I I 1 CAST-IN PLACE CONCRETE �2-0 I.-2-0 r 2"� X2'0 ;2'0 ; 2"c� I �; I ; 2"� ;r2'>a 00 STORAGE BASEMENT I I LAV 4ORY LAV ORY I I I LAV TORY I I � I ISSUED: I I I ISSUED FOR PERMIT: 03.07.2016 PRE-CAST CONCRETE W/O i i W/O I INK TUB 1 1/2'0 1 1/2-0 I MAIN (1 ST) FLOOR WOOD FRAME SHOWER I H WER 1 1/2"0 1 DRYER WASHER 1 1/2'0 DRAWING SYMBOL SCHEDULE ' C.0 H_ 11/2 1 1/2 0 $"� ; C.O. 1 1/2'0 3'0 I 1 1/2"0 O MAN 1ST CONSTRUCTION-(Small Scale) i UPPER (2ND) FLOOR 10 ENTRY ( ) 103 POWDER i 2. 102 KITCHEN I 101 LIVING/ DINING MAN (1 ST) STONE WALLS -r ---- T__1r 106 CABANA BATH BUILDING SECTION, I I I I ;-------1 � 1'2"0 EXTERIORI --- —T------ 10 KITCHEN MAN (1 ST) WOOD FRAME 9 REFERENCE DRAWING NUMBER BUILDING WALL I , 2"02"0 I I I 1 I 10 POWDER ROOM MAN (1ST) 0 CONSTRUCTION-(Large Scale) r 2-0 i�2'0 1 2 0 2'0 2"0 LAV DRY I I 1 I I I LAV ORY I REVISED: 10 BEDROOM 1 MAN (1ST) i RIGID FOAM INSULATION WALL SECTION or ELEVATION I I al I I Al-1 REFERENCE DRAWING NUMBER w�c ; DM/ DAN w�c 10 BEDROOM 2 MAN (1ST) FIBERGLASS BATT INSULATION ' 1�-� ; "� SHOWER 10 CABANA BATH MAN (1ST) 16 DETAIL REFERENCE FRESH AIR s"O I TO 11/20 LOWER (1ST) FLOOR A-21 ' VENT EXTERIOR INSULATION AND DRAWING NUMBER FINISH GRADE --- ; I FINISH SYSTEM C.O. c.o.i I a-c C.O. UPPER (2ND) FLOOR TO APPROVED 'FIR I -' '0 00 LOWER BATH 1 ENTRY HALL ROOM NAME- NUMBER SANITARY SYSTEM EXTERIOR CEMENT STUCCO HOUSE i------r----__ O1 MASTER BEDROOM UPPER (2ND) SYSTEM TRAP 2'0 I 2'0 [-2-0 120 MASTER BATH UPPER (2ND) WOOD- FRAMING, ROUGH 111 WINDOW TYPE LAV 0 Y LUMBER MASTER CLOSET UPPER (2ND) i 001 GARAGE 1�C EXTERIOR DOOR TYPE w/c 11/2'0 I BRIDGEHAMPTON: MECHANICAL UPPER 2ND WOOD- BLOCKING s"� 1 1/2" H WER DRAIN 1/2-� PO BOX 7 I ( ) 1936 MONTAUK HIGHWAY BASEMENT FLOOR C.O. BRIDGEHAMPTON, NY 0 LAUNDRY UPPER (2ND) 2"X7° N �° INTERIOR DOOR TYPE •O• @0 STUDIO/ BEDROOM 3 UPPER (2ND) WOOD- FINISH FAX:631.537.0558 PHONE: 631.537.3555 TEJECTOR STUDIO BATH UPPER (2ND) LEVEL LINE CONTROL POINT PLYWOOD-(Large Scale) OR DATUMRISER PLUMBING RIS E R DIAGRAM NEW YORK CITY: SCALE: N.T.S. 124 EAST 40th STREET SUITE 1102 NEW YORK, NY ONE: 212.207.9204 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA FAX:212.207.9247 GROUND SNOW WINDSPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM: WINTER DESIGN TEMP ICE SHIELD FLOOD HAZARDS LOAD (PSF) (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY (F) UNDERLAYOUT REQ'D 20 120 A- B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 13 DEG YES REScheck Software Version 4.6.2 Compliance Certificate Project Segrete - Sack Residence Energy Code: 2010 New York Energy Conservation + ' Location: Suffolk County, New York SND d3�'�e'j Construction Type: Single-family �g 1111'"' 1 Project Type: New Construction u STUD I 1 I Conditioned Floor Area: 3,526 ft2 I I Glazing Area 31% SILL PLAI I I Climate Zone: 4 (5750 HDD) ARCHON 1TER'd0.m�ft=r1=S DOUBLE TOP PLATE I STUD I 1 1 B I I I Permit Date: 11 9 I 1 I Permit Number: Construction Site: Owner/Agent: Designer/Contractor: '� ^ ° MAS ( 445 Glen Court Barnes Coy Architects (RAFTER 0 0 o STUD LBP 1/2(7�Q WASHER) �` „� ,. TWO(2) Cutchogue,NY 11935 1936 Montauk Highway PO Box 763 �.,.' Bridgehampton,NY 11932 DOUBLE TOP PLATE o Ila o H2.5A �: o °, MAS 631.537.3555 ' �• - y � „t•G� H4 FLOOR RAFTERS •a 8.0 a a STUD a BOTTOM PLAT 0 0 SUB FLOOR ° - I ° 'o fl—tcompiiance! 2,.2%Better Than Code Maximum UA: 752 YnprUA: 743 __ _ _ __ _____-_- - 0 0 The%Better or Worse Than Code Index reflects how close w compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum Lode home. SECRETE SACK TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION ° ° Envelope Assemblies LVLRIMJOIST TYPICAL SILL PLATE-FOUNDATION CONNECTION RESIDENCE SIMPSON STRONG-TIE MODEL NUMBER: H-4 SIMPSON STRONG-TIE MODEL NUMBER: 2 @ H2.5A ° SIMPSON STRONG-TIE MODEL NUMBER: MAS AND LBP(/2 110 MPH WIND WOOD SPECIES 1T0 BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR ° 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR7773 77 7777 '7 FASTENERS: TO RAFTERS:5-1 Od x 111/2" FASTENERS: STUDS 16"o.c. ° FASTENERS: MAS: LBP 1/2: F7 '' TO PLATES:51 Od x 1 1 dT USE 10 Bd x 1 1/T NAILS @ EA.H2.5A ° LOCATE 3-7'o.c. LOCATE 6'0 o.c. is !" e._,. LL " .! TO STUDS:NONE o 0 0 0 ° ° TO STUDS:6-lOdx11/7' TO SILL:2x2 WASHER Ceiling 1:FlatCelllnigorScissorTruss' m 1,763 8.0 R 4.0 ..<."0.027 48 445 GLEN COURT o UP 0 Wall 1:Wood Frame.16'o.c. 5,137 21.0 0.0 0.057 202 CUTCHOGUE, NY 11935 0 0 0 ° o 0 Window 1:Metal Frame with Thermal Break:Double Pane with Low-E 1,595 0.280 447 0 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,763 38.0 0.0 0.026 415 DOUBLE TOP PLATE o ° STUD TOP PLATE GENERAL INFO +n Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other ° o° ° 1 1 STUD calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy o° Conservation Construction Code requirements in REScheck version 4,b�•andto comply with the mandatory requirements listed in o PLUMBING RISER DIAGRAM ° 0 I the RESch^eeck,,�(In.�s..pection Checklist. �J' RSP4 ° ' K+r�Ii �T LI�� -rte 0 WAR DOUBLE TOP PLATE ° o o STUD u Name-Title Signature Date H8 RAFTER SP4 SILL PLATE / oo SND SP1' 0 ° FOUNDATION ° 0 0 e TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL FLOOR-FLOOR STRAP CONNECTION TYPICAL STUD-SILL PLATE STRAP CONNECTION SIMPSON STRONG-TIE MODEL NUMBER: H-8 SIMPSON STRONG-TIE MODEL NUMBER: RSP4 SIMPSON STRONG-TIE MODEL NUMBER: CS20 OR LSTA30 W/LPT4 SIMPSON STRONG-TIE MODEL NUMBER: SP4 OR SP "* 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS HR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR FASTENERS: TO RAFTERS:5-1Odx l I/T FASTENERS: STUDS 16'O.c. FASTENERS: CS20: LSTA30: FASTENERS: SP4: SPI: Project Title:Segrete-Sack Residence Report date: 03/05/16 TO PLATES:5-1 Od x 1 1/2" USE 8-8dx11/TNAILS STUDS @ 16"o.c. STUDS @Wo.c. TO PLATES:NONE TO PLATES:4-1Od Data filename:Q:\Segrete-Sack\DocumentS\445 Glen.rck Page 1 of 1 SR fCT TO STUDS:NONE TO STUDS:6-1 Od x 1112' TO STUDS:6-1 Od x 1 I/T TO STUDS:6-1 Od x 1 1/7' TO STUDS:6-1Od 0 1` " C A �.° nEfi42 r2_ 2 E ECOMPLIANCE— `�NY STRAPPING DETAILS 3 S R SCH CK SEPTEMBER 29, 2015 SCALE: N.T.S. SCALE: N.T.S. STEEL OR WOOD EXTRA STRENGTH FILTER FABRIC POST (TYP.) REQ'D. WITHOUT WIRE MESH SUPPORT 10' MAX. O.C. SPACING LONG ISLAND SOUND W/ WIRE SUPPORT FENCE 6' MAX. O.C. SPACING W/O WIRE SUPPORT FENCE ° CHECKED BY: ° .4. FLOW ° ISSUED: ISSUED FOR PERMIT: 03.07.2016 . ° ° ATTACH FILTER FABRIC SECURELY ° • ° ° TO UPSTREAM SIDE OF POST p 10'00 �\��\��\ \\i, �� SILT FENCE DETAILS NOT TO SCALE ONraft ►►OCA !�� 009 n' _ NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 'v O MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER emit O EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED REVISED: L0 SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 0 OFF—SITE TRANSPORT. •- _: CV 12 14 36" HIGH POLE (MAX.) STEEL OR WOOD POST 16 ...::.:._ ( 18 ::. :. ' FLOW 20 ------ 2 \\//\\ \\ 30 \\/\\ ? 32 BRIDGEHAMPTON: 34 �\ 1936 MONTAUK HIGHWAY N TRENCH PO BOX 763 3g ...'38 ��\ /\\�/ 4W X �,COMPACTED BRIDGEH PTON, NY a - / MBACKFILL PROPOSED CONCRETE RETAINING WALL DETAIL PHONE: 631.537.3555 40 (NOT TO SCALE) FAX:631.537.0558 -- 42:..::: 8 FINISHED GRADE p 1 44 TRENCH DETAIL 46 I=_ III= ° NEW YORK CITY: 111-1 I II�I I I— I7 I— 124 EAST 40th STREET No. 5 REBAR a, SO ..:: .. ° aSUITE 1102 © 12" O.C. Lu u� �" X � M < NEW YORK, NY x © 12" O.C.AR m PHONE:212.207.9204 U •p` ".— � „ �: WATERPROOFING PRIOR ^ m cn C0 w :� ti TO BACKFILLING FAX:212.207.9247 a w ZT 4 `m Mw ka i } Q ° Z D O Co I ° FINISHED Z c w, ' xi;�r� — ,� DRIVEWAY GRADE LOWEST GRADE EL. 53.0' = w � «� z ¢ "' �* i 30" SPLICE-,, (D V5o Q �° e4 CO I I I I i II p O „ � �,� No. 5 REBAR © 12" O.C. W Lu Z 1`k�, + ❑ . -- --._�L_._...._._``m, II '',�5 y �)_ ZLij OO. _ a a a 'r t r.. ..—.....j..-......_ LLI c a 51 E 'OftT^ _ O Q SEPTIC SYSTEM uj all TOP OF SEPTIC SYSTEM SLABS EL. 52'f Oil•' I --8.•- �B� �'��` �`�" ' ��" �` NOTES:20' ,. . /• o /' ;:;.;.':,.; ',,:,_... f:•.; ,o � I ;;;%.; ':;.�;,.,,y ,,;,.,�.,.:,. ,� 1 CONCRETE: 3,500 psi air intrained J:,.,-:;Y; ;,. y is 2. STEEL: 60 ksi epoxi coated __' .. "7° `'7 i` ' T INSPECT REINFORCING '' Os x''� 3. ENGINEER OR ARCHITECT 0 ">se CIO { ,; PRIOR TO PLACING CONCRETE. 151-011 .,a ULJ26 v 1 +etwF.,SPT >t'Ip B S^r' :.%:' �'t. 'c:i,.).• %%," v':';'f:" ',i•;.",.i, 1 111 — o_ SEGRETE SACK 0 RESIDENCE I tl d i cyr EXSTING LOT COVERAGE o BUILDABLE LOT AREA AS DEFINED BY TOWN = 10,506 sq. ft. Q" (LOT AREA LANDWARD OF COASTAL EROSION HAZARD LINE) �' .. ., 445 GLEN COURT _.: ` . :. n. , ., + ?' DESCRIPTION AREA LOT COVERAGE •- Lo CUTCHOGUE, NY 11935 .... •/-re.,r.v, .., a 3 N _.... HOUSE 2,102 sq. ft. 20.0% 600 5► R ROOF OVER PORCH 50 sq. ft. 0.5% 20 W r. ;c<•4=4}_r+ j DECK 453 sq. ft. 4.3% SITE PLAN + �. ZONING DATA 100.001, 0 HOT TUB 57 sq. ft. 0.5% TEST HOLE DATA 0 00► (TEST HOLE DUG BY McDONALD GEOSCIENCE ON NOVEMBER 25, 2014) G TOTAL 2,662 sq. ft. 25.3% 0. E NCOURT DARK BROWN LOAM OL C O [f R T PROPOSED LOT COVERAGE BROWN AND PALE BROWN SILT ML BUILDABLE LOT AREA AS DEFINED BY TOWN = 10,506 sq ft. (LOT AREA LANDWARD OF COASTAL EROSION HAZARD LINE) 7' DESCRIPTION AREA % LOT COVERAGE BROWN CLAYEY SAND WITH HEAVY GRAVEL SC 16' — SACK RESIDENCE PROPOSED SITE PLAN HOUSE 1,760 sq. ft. 16.7% SEGRETE BROWN CLAYEY SAND SC SCALE. SCALE I/16" = I` -0° 2nd STY. BALCONY 40 sq. ft. 0.4% 22' PALE BROWN FlNE TO COARSE SAND SW r !1� �` 445 GLEN COURT, CUTCHOGUE NY 11935 FRONT ENTRY & STEPS ,64 sq. ft. ,.6% �`` � 27' REAR ENTRY & STEPS 96 sq. ft. 0.9% BROWN CLAYEY SAND SC TOWN OF SOUTHOLD POOL & SPA 305 sq. ft. 2.9% PALE BROWN FlNE TO COARSE SAND SW '— SUFFOLK COUNTY, NEWYORK SITE PLAN BASED ON NATHAN TAFT DECK & WALKWAY STEPS 270 sq. ft. 2.6% 3B+ �,`A� 6842 ` CORWIN III SURVEY DATED: OCTOBER 29, AT N.E. HOUSE SIDES �,- . ��yy,I TOTAL 2,635 sq. ft. 25.1% C 'E.' '� SCTM No. 1000-83-01 -05 2015 (REVISED PROPOSED SEPTIC SYSTEM SEPTEMBER 29, 2015 38'-11" 121-111 6'-5" 39.8111 Q - - I — _ _ 12'-34,/ N - f� _ , CHECKED BY: m�v _ — _ ISSUED: 301-011 -011 d.-Oil \ ISSUED FOR PERMIT: 03.07.2016 Ir \ cry v N - co y. 57'-5" - I I 28'-5" 13'-0" 14'-0" I I o j LINE OF FLOOR FRAMING ABOVE —— — — ———— — — —————— 1 - - - - - - - - - - - - - - - - - - - - - - -•- - - ^ - - - - - - I - - - - - - - - - ----- o I i REVISED: — - - - ---- - - --- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - m - - �- 1 I 1 i�� - -- - -------- 1 �o h SEE STRUCTURAL DRAWINGS FOR = I — - - - - - - - - - - - - - � 1 STEEL COLUMN SPECIFICATIONS rc) I I — —— — ——— — — ——-:T — I I I I I v I ,o ^OD 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- '' - - - - - - - - - - - - - -I _ oLo 7 o 113 1 II I - - - - - - - - - - -- I I 41, I I f � I I . • 14'-4" 1 5'-94' 31-5" 3'-3" 9'- - 4' 8a' 7q 14'-8" I I • I PROVIDE 8"TYPE W'GYPSUM I . .• I INDICATES 10"REINFORCED I I I BOARD FINISH ON ALL WALLS I 1 POURED CONCRETE FOUNDATION I ( • I I AND CEILING 1 BRIDGEHAMPTON: WALL, SEE STRUCTURAL DRAWINGS 1 FOR SPECIFICATIONS 1 I 1 1 I 1 1936 MONTAUK HIGHWAY I , I I I' •1 1 I .. I" I 763 T.O. SLAB (GARAGE) I I PO BOX TO 2 I DASHED LINE INDICATES POURED i I EL. + 53'-0"AMSL 1 I BRIDGEHAMPTON, NY CONCRETE FOOTING, SEE I I I PHONE:631.537.3555 STRUCTURAL DRAWINGS FOR �N I I` I i FAX:631.537.0558 SPECIFICATIONS Q I I I • T.O. SLAB BASEMENT N I I ' I I N NEW YORK CITY: EL. + 48'-9 3/8"AMSL , „ ,_ �,� I 1'71'1 I I 1 D D oo I I 111-311 T 62 1 I GARAGE SLAB I 1 D 124 EAST 40th STREET ADD CLEAN SAND AS REQUIRED& 1 I SUITE 1102 1 I, COMPACT TO 95°/ CAPACITY. SEE I 150 159 i 1 I I NEW YORK, NY SEE A3.1 FOR WINDOW I p I Ip' STRUCTURAL DRAWINGS FOR CONCRETE 1 I m 01 I OPENING HEIGHT I I i I .. i GARAGE SLAB SPECIFICATIONS I I PHONE: 212.207.9204 I I L- - - --I F_ -4' --I 1 I FAX:212.207.9247 I i N I I '• 1 1 1 26'-9" 10 14'-8" I ' I 14'-4" I `X C? I �p TOP OF FOUNDATION WALL :b I I p° VARIES, SEE SECTION A-A _ — — I �' I I I _ - - -� F - - - - - - - - - - - -- - -� I Q � I 1 - _ - - - --- -- - - --- - - I woo cn 00 . I I I zM $ I '— O IL u_ z � I �r 2- 11 - - - ---- -------1 I iT oho IIL zCnw ARC I wl"E - - ----- - ------- _j 26' „ 4 , . I 2'-6,- - - - - - - - - - - - - - - - - - - - - - - - -- I i 2 I i SEGRETE - SACK RESIDENCE � I 445 GLEN COURT _ I � CUTCHOGUE, NY 11935 I I 3" ' " ' " ' " FOUNDATION 2'-14 26 3a 131-0112-6 11 -0 2-b 201-21411I 57'-5" PLAN I I N I FOUNDATION PLAN N I I SCALE: 1/4" = 1 '-0" I I NOTE: THE STRUCTURAL SYST50 EM FOR THIS BUILDING HAS BEEN BASED ON WIND FORCE DESIGN LOADS FOR AN OPEN AND PARTIALLY ENCLOSED - _ - BUILDING AS PRESCRIBED IN SEI/ASCE 7-02 MINIMUM DESIGN LOADS FOR BUILDINGS AND "' _ - _ _ - - _ _ OTHER STRUCTURES �141-311 A\ - - - - - - _ SEPTEMBER 29, 2015 CHECKED BY: ISSUED: ISSUED FOR PERMIT: 03.07.2016 — — — — —— — — — — — — — — ———— — — —— —— — — —— ————————r——— —— —— —— — —— ——— —- ——— — — — ——— —— — — — — —— — — --- -- ---- - - ---- - � REVISED: 00 MECHANICAL - -- - --- -- -- - --- - 411 1-61 2 52 —— — — —— ———— — p REC. BATH "•b`7 b o Lc) -6 X Ell N0.0 ' k I I I I I � I lu 18'-411 I i i i i "21'1 1 13'-411 :k, INDICATES 24"HIGH VENTING I I I I I \ . ZZ UNIT AT GRADE, NO WELL BRIDGEHAMPTON: REQUIRED `r"v I I --------� _ C? I \ m�v o411936 MONTAUK HIGHWAY --_-- \. PO I _ J I \ . co rBOX 763 °O ____ ___ 1 PROVIDE 8"TYPE"X"GYPSUM pp RECREATION RM. I I BRIDGEHAMPTON, NY o BOARD FINISH ON ALL WALLS \ „ u') I� LOWER VESTIBULE - ;I AND CEILING PHONE: 631.537.3555 - --- ` FAX:631.537.0558 INDICATES HARDWIRED SMOKE AND CARBON MONOXIDE DETECTOR DD NEW YORK CITY: com co ° 124 EAST 40th STREET 10 (DSD � °I "� 5 GARAGE SUITE 1102 I N i + ° ppNEW YORK, NY 111 l \ - I PHONE: 212.207.9204 21'-3111 � ` • FAX:212.207.9247 2 52 10-411 111 Tn1N 81-5' �10 N 0.0 LN ' i v'O ' -1 +BO Lo \ \\ N Lo ic \ \\\\\ \\\ \\ — ———— —— — — — — — — —— — \ — —— —— ———— — — —— —— — k .71 oma; ----- -- - - -- ---- - EQ. EQ. HIT""CTS --- -- -- - - -- - - -- --- 11 0 -- -- -- - - -- - - -- - 110 x 70 OVERHEAD GARAGE DOOR _ ;u SEGRETE - SACK RESIDENCE 445 GLEN COURT CUTCHOGUE, NY 11935 FINISHED BASEMENT PLAN 777771 FINISHED BASEMENT/ GARAGE PLAN SCALE: 114" = 1 '-0" 01 f2 v u� 0169.0-,s SEPTEMBER 29, 2015 43'-11 71-08" 12-518" e_ CHECKED BY: ISSUED: I Nag p ISSUED FOR PERMIT: 03.07.2016 kt'� am rm M r,- a 'own as w3mum CuKurnmammomma nomemealmna cam M ormam mussommmi, tv iz" tz" 3 N" cl Q VJ v4 Ira it 0 rl in f-I 04 'A GUNITE POOL REVISED: 80GUNITE SR% C) 1-01 1 0 301-011 51-1111 6-0 51-011 I HINDI 24z48--'-- .......................... CATES T.O. FINISHED TERRACE (NORTH) 10 LOWER TE STONE PAVERS IN SAND, REF. ARC-1. FOR SPECIFIC r" -611: AMSL EL. + 661 71-511 131-011 1 II _011 Cw_.l 100 —104 Acw-g AcW-7 BRIDGEHAMPTON: �\ __... ..... THICK GLASS GUARDRAIL FALL" co 2 r 1936 MONTAUK HIGHWAY PROTECTION, SET IN JAMB �x C? LN PO BOX 763 ............. ................ ....... ....................... BRIDGEHAMPTON, NY CD �\\ T.O. FIN, FLOOR (LIVING WINGI r DN, PHONE:631.537.3555 E \\� EL, +3 60'-0" AMSL N. FL. (BEDROOM WING) 11 T.O. FIN. FAX:631.537.0558 EL. + 631-011 AMSL C14 NEW YORK CITY: C? —51211 25'-1 11" 31121' U- 2 1 11 -1 4 T 40th STREET < ___._.W...._._..__.._._...... ._.......................______......____.I SUITE 1102 NEW YORK, NY c ..................................................... ............... ................. ........... .................... .......... ............. ........... .............................................. PHONE: 212.207.9204 INDICATES HARDWIRED SMOKE ............... 101 X�l FAX:212.207.9247 AND CARBON MONOXIDE LIVING ROOM DETECTOR ................... HATCH INDICATES 24X48 \\, D \\\ % c� PORCELAIN TILE FLOORS, REF. b ARCH. FOR SPECIFICATIONS L8 04 (y) CABANA BATH D fu Rt Ir r E 0 ........... 04 ............... .............. ........... > > UP 4� co L ED co R(Zo H I T E C T S 7 103 POWDER ROOM (2)SD -71 rol V AcW-5 D A 04 Ip BEEN——, 0, E L 31, 1 2' gg3,, 3 TO GRADE 1 .5'-2" 3'- -611 .............. ........... r 00 I Log -1 SEGRETE — SACK kl RESIDENCE 43, 04 cy) HATCH INDICATES T'THICK 2'-0,, 445 GLEN COURT L HARDWOOD ILOORING"'� g_4 21 CUTCHOGUE, NY 11935 00 c� 00 FIRST FLOOR PLAN o? 1'-11811 26-5j" AM 8 13-0 161-011 571-51 1E D,,i z—k7 XYN' NOTE: J THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS 0 BEEN BASED ON WIND FORCE DESIGN LOADS MAIN (FIRST) FLOOR PLAN- FOR AN OPEN AND PARTIALLY ENCLOSED A BUILDING AS PRESCRIBED IN SEI/ASCE 7-02 SCALE: 1/4" 1 '-0" olc?4?_ o' MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES SEPTEMBER 29, 2015 '�C LOWER TE RACE CHECKED BY: ISSUED: ISSUED FOR PERMIT: 03.07.2016 _ E _ s.. REVISED: f ........................................ ....._............................_............._... ................__........................_...._..... §1114 x 4'I IPE DECKING OV:-:R TAPERED SLEEPERS OV:_R .. ;. ......... .... .PITCHED RIGID INSULATI N................... .................... OVER 75 OIL EPDM ROOFI G FULLY ADH RED TO SHEATHI G 7'-5" 21-011 2�_3_ n 11,_ a 2"w 5 3 011 r Q �N SIN _ rN7 BRIDGEHAMPTON: 2"THICK GLASS GUARDRAIL —Ia0 \\ \ Iv 1936 MONTAUK HIGHWAY ih� FALL PROTECTION N - - — \� `? PO BOX 763 _.... . Ln _ A. \\' BRIDGEHAMPTON NY \ \\\\\ N 2.0 \ .. .... .. = I .. 2'- " 3'-c° s'-0" \ \ CID DN� I PHONE:631.537.3555 \\ x13= , TO GRA E _ � FAX:631.537.0558 � 1_3 811 \ - ; v - a ; 2'_4„ _. .... . ___. o NEW YORK CITY: MASTER BATH co c� \ i li i 124 EAST 40th STREET STONE/TILE FLOORS, REF. Z .\ o \ p l \ SUITE 1102 \ ARCHITECT FOR SPECS. \ . NEW YORK, NY HATCH INDICATES 3"THICK U 201 MASTER BEDROOM ^ \ I _ - HARDWOOD FLOORING PHONE:212.207.9204 z \\ 04Al "' - --- ---- .... FAX:212.207.9247 HATCH INDICATES 4'THICK \ o °O \ HARDWOOD FLOORING '- ° r r " "'I°° o cr \ r CV d ch \ \ \ \\\\\ \\ ---- --- N oo N 2.0, NOTE: - ......... o° °O INDICATES OPEN TO I = BELOW INDICATES HARDWIRED SMOKE v, D Q ` NOTE: p 0+� AND CARBON MONOXIDE b `"� N vAVENT DRYER TO EXTERIOR � c? DETECTOR �v OSS 36 HIGH GLASS D GUARDRAIL \ \. 40x80 N2.o .. .\\ \' \ Sc \ ate ' N2.o :\ c \ _ - - \.. \, \ m A r RROZA,I I T E T S 02.0 N ° O I x I \ o ' co I I T-62"' 7,-62L, o UP I 152'p lu ,5 5 15-62 \ I \ NuuF 04 iT ' 0 MASTER DRESSING I p MECHANICAL 4gi UNDRY - I ------ _ ' -------- �N , . . .,rV . \ \ L10u ^P \\ I I \\\ 6-7212" 8-0 SECRETE - SACK \\\ \;\\\\•�\\\\ I I I � RESIDENCE 2'- p° \ I0 STUDIO BATH I I I I 79, 8 445 GLEN COURT CUTCHOGUE NY 11935 '\ mla0 51 13'-4111SECOND FLOOR PLAN a 4 NOTE: �\,\:�. � \ PAINTED C-CHANNEL STRINGER \\ \ EXTERIOR STAIR TO ROOF \ 16.23„ 2'-18" 26'-3$' 13'-0" 16'-0" 57'-5" --- NOTE. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS ��kr BEEN BASED ON WIND FORCE DESIGN LOADS : F- 1 UPPER (SECOND) FLOOR PLAN- FOR I, N FOR AN OPEN AND PARTIALLY ENCLOSED BUILDING AS PRESCRIBED IN SEI/ASCE 7-02 SCALE: 1/4" = 1 '-0" �1 MINIMUM DESIGN LOADS FOR BUILDINGS AND FoF OTHER STRUCTURES SEPTEMBER 29, 2015 CHECKED BY: ISSUED: ISSUED FOR PERMIT: 03.07.2016 i. j a 1 ............ ....... REVISED i t .. ......_._,... .. _..-__..._.._......... ._ ....-.. .. .............. ..._. ..............._............ ... .- ._._,.........-.......-.. _......... ........ ... .._ .. ....... .. .. .. .. ._. .. .. .w- - .. 57'-511 ' ...._. ._.._..-..__....._._.._._......_........_________...._........._.................. ......._.........__........._..__..._...___..._._.__ ..._.__.._._..___..._..___....._..__.._..._, ......._._...._.__._._._.........._._...._......._{......._._....._..._._._..._..____..__....._..._:..._._........_._�..._..,_._.....__.___'___.. ..,._......_.._._._.._.._.__...._._.............,.. ....... 1 �/l...................__..... ..............._...... ..........._...._..._.._..._'...__._.._.__ ..............__....__-._.....__.........__....._.._..__._.__._ 41 -102 i 15-62 I ' BRIDGEHAMPTON: INDICATES2'THICK TEMPERED 1936 MONTAUK HIGHWAY GLASS GUARDRAIL SET IN PO BOX 763 RECESSED ALUM, SHOE BY , BRIDGEHAMPTON, NY ' CRL OR EQUAL , PHONE:631.537.3555 FAX:631.537.0558 `n INDICATES 4"DIAMETER CAST NEW YORK CITY: ' IRON ROOF DRAIN,TYP. 124 EAST 40th STREET f TE 1102 NEWIYORK, NY ROOF TERRACE PHONE: 212.207.9204 5/4"x 4"WE DECKING FAX:212.207.9247 y , ^� 7 MIL°EPDM ROOFING FULLY.' i 04 ADHERED TO SHEETHING OVER, ,. TAPERED RIGIDINSULATION, COLOR': j •.. TBD REF.'ARCHITECT: > I ' 36"HIGH GLASS �� '. �. . . . i 04 GUARDRAIL DN. TO 2ND FL. =,0D :ate IT"mCTS 4 INDICATES 4, DIAMETER CAST 01 IRON ROOF DRAIN,TYP.. D D ; D 75 MIL EPDM ROOFING FULLY" — —— — -- -- - ADHERED TO 5HEETHING.OVER _ 1-0 ' 01 ;-•° h ' - TAPERED.RIGID INSULATION, COLOR TBQ REF.ARCHITECT CD EGRETE - SAC RESIDENCE 28'-981 11'-3" 445 GLEN COURT CUTCHOGUE, NY 11935 131-2411 ... ROOF TERRACE PLAN 161-2411 28'-511 13'-011 16'-011 ROOF TERRACE PLAN SCALE: 1/4" = 1 '-0" � ,az c�= SEPTEMBER 29, 2015 TOP OF GUARDRAIL ---------------------------------------------- '' GUARDRAIL: if 36"HIGH TEMPERED GLASS IN RECESSED ALUMINUM SHOE BY"CRL"OR EQUAL TOP OF ROOF ! " - --- ----- FLAT ROOF CONSTRUCTION: EL.:+84'-9" --------- ------- ---------.--_.------------------------------------------------------------------------------------------------------- FINISH ROOF SURFACE OVER 75 MIL EPDM FULLY ADHERED TO SHEATHING TOP OF STEEL 3RD FL. -----_-_- _-_-_-_ --_ _-_ -_-_-_-_-_-_-_ _ _- OVER TAPERED RIGID INSULATION. / EL.. 84 -1 7/8 + ,» i , y a , .Y/N .mow .... �! r., ,l,r,..Fti.,...,..�,,,",,,,, ,,,»,:....,,,,�, ,,,,�.,/.r ,,,,.✓, ,"",r..,,.� ..r4«,,,.»..,,.,..,..:,.rv.,.,✓«.N,'y�'r,/'/�,,,fl✓r„'Y �1,. „r,<,rv, ,yG...,y,., Y. ' B.O. FIN. CEILING 2ND FL. i CHECKED BY 118 _ -- ------------------- ------------------------ y, - - - - - -- ----- - -..... - 3 ISSUED: EXTERIORS I — — ------ --- -- — ---- — -- 4 COAT CEMENT STUCCO FINISH OVER DRAINAGE MAT OVER APPROVED ISSUED FOR PERMIT: 03.07.2016 — ,4,.,.... UNDERLAYMENT OVER 314"CDX PLYWOOD — -- — — — — — — — — /if @16" O --._. ----_ ___--_ -_ _-- _ _-' -- _- _ _. _--- _. -- INSULATION AND FIRESTOPPING AS REQ'D TOP OF FIN. FLOOR 2ND FL. — =----_— ---- -_ --__— - -- - - --. — . .. ------- ------ --- - --------- - ------_ — � --- ---------- _ —_— - — -- - -------------- ----- - -- - ------ WALL CONSTRUCTION 11: --------- --- EL.:+72'-8 1/8' — _— X 6 ✓� -- �/ CLEAR HORIZONTAL RED RED /. — — — -- — — tip // ;_.�/. TOPOF STEEL 2ND FL. ----- --- -- - — - — -- ----_-----_—_--- —__ --_— _ — „ . ' ----------------------------- ------ ------------ CEDAR BOARDS MILLED WITH 3..HIGH BY 3.. y - 8 8 EL.:+72'-5 7/8' ; ;�r,,' ----- 7-- _ ___ ____ _ ._- _- _ '% '`' DEEP GROVE TO BE APPROVED BY OVERTOP OF FIN. CEILING 1ST FL. - - OVER 3/4" _ - -- " �r - -- - - - - -- / CDX PILYWOOD TECT OVEOR USEWRAP 2X6 STUD WALL iµ•"':".;,.., — -- —— 16O.C. R- 21 RAF C REVISED.— — — — — INSULATION AND FIRESTOPPING AS REQ'D - — -- -. -- CURTAIN WALL CONSTRUCTION: .,., ------ - ------_ _----- ------- ALUMINUM'j"��:V rr�, MEEALL LATERAL LOAD REQUIREMEWALL SYSTEM NTS . : TOP OF FIN. FL. GUEST WING - -_-___:_-_::__:_:::: __ __::- _:::_ OF THE RESIDENTIAL CODE OF NYS ,� %. ' - - -- -- T. 0. FOUN. WALL @BEDROOM WING ---- ,., -. . - - - - - --__ --- - _ - ----------- ----- --------- ------------ -- - --- - - - ----- EL.: 61'-7 518" - - - ----------------- _ - - ---_: -- TOP OF FIN. FLOOR(1ST FL.) _—_ —_ --_—_—_— EL..+60'-0" --------- ------------------------------------------------- ----------------------- --- 'wm: , -- --- --------------- --------- -------------------- -----=--------------------- — --..—___ _ - --.--_— -- ----------------- TOP OF STEEL 1ST FL. �%; 'rr �� -� -�rvH�' r'� '�/� EL.:+59'-71/2" TOP OF WALL @ LIVING WING ----_ -- _ »;,,, — -- -- — --. ------ CUSTOM CLAD CENTERMATCH CEDAR BRIDGEHAMPTON ..,. _ _.-- _-_ -__ - - OVERHEAD GARAGE DOOR i,...r - - - 1936 MONTAUK HIGHWAY FIN. NORTH TERRACE GRADE .: :. ..::.. Po Box 7s3 " ;; ': --_-_ __:::: _:.-: -_ ___ .._.._._-.... . _... ... BRIDGEHAMPTON, NY --------------------- -- -------- ------------------------------------- -- ------ PHONE:631.537.3555 T.O. MOTOR COURT SLAB FAX:631.537.0558 EL.:+53'-0" . � SOUTH (FRONT). ELEVATION NEW YORK CITY: T.O. BASEMENTSLAB ---- ---- - ---- --------------- -- - - ----------------------------------- ---------------------EL.:+48'-9 318" -------------- 124 EAST 40th STREET SCALE: 1/4" = 1 '-0" SUITE 1102 NEW YORK, NY PHONE: 212.207.9204 FAX:212.207.9247 TOPOF GUARDRAIL --- --- - - - -- -- ----------------------- --- -------------------------------------- EL.:+87'-9" GUARDRAIL: 36"HIGH TEMPERED GLASS �TOP OFR" ------ FLAT ROOF CONSTRUCTION: ------- ---------=-------------------------- -----------------�---------------------- --------------------------------------- FINISH ROOF SURFACE OVER 75 MIL TOP OF STEEL 3RD FL. EPDM FULLY ADHERED TO SHEATHING "` E----- ----- —_ -------------�--- �----------- — --- ------------------------------- ----- — --- --- — — --------------------------- OVER TAPERED RIGID INSULATION. EL.:+84'-1 7/8" POSITIVE PITCH TO ROOF DRAINS c Oy B.O. FIN. CEILING 2ND FL.) A R%%40.".4 H I T E T55 EL.:+82'-81/8„ ., ,. EXTERIOR FINISH I: r' ' ` 4 COAT CEMENT STUCCO FINISH OVER DRAINAGE MAT OVER APPROVED = UNDERLAYMENT OVER 3/4"CDX PLYWOOD '' a SHEATHING, OVER 2X6 STUD WALL @ 16" O.C.W/R-21 KRAFT FACED BATT TOP OF FIN. FLOOR 2ND FL. — — -_-- J — — — — — — — — — — — --- — — — — — — — — — — — — — INSULATION AND FIRESTOPPING AS REQ'D. EL.:+72'-81/8" --__---- - -_-_ -_-_-_-----_---_-=--------------------------_----------------------------- ---------------------------------------- SECRETE - SACK TOP OF STEEL 2ND FL. ------------ ---- ------- , ------- ----- --------- -- --- - - - - - - - - - - --------------------- EL..+72'-57/8" RESIDENCE TOP OF FIN. CEILING 1ST FL. _'' - EL.:+71'-0" ,' ,..._.. . WINDOW CONSTRUCTION *ALUMINUM WINDOWS AND DOORS BY 445 GLEN COURT "FLEETWOOD USA"TO MEET ALL EGRESS ` - - CUTCHOGUE, NY 11935 ` REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE: (WHERE APPLICABLE) MIN.OPENING HEIGHT: 24"NET CLEAR TOP OF FIN. FL. GUEST WING) OPENING SOUTH + EAST EL.:+63'-0" MIN.OPENING WIDTH: 20"NET CLEAR OPENING --------- --- ----------- -- ----- - -- ------------ ---------------- -- - --- ------------- ----------------- ELEVATION - MIN.OPENING AREA: 5.7 SQUARE FEET T. 0. FOUN. WALL @ BEDROOM WING - ---------- -----------------------------=--- =-- - --- -—-—-—-—-—-—-—-—-—- ----------------------------------------- NET CLEAR OPENING EL.:+61'-7 5/8" TOP OF FIN. FLOOR(1ST FL.) --------- ---- -------- --- --------- ---------- ------ -=- --- - ---=----- -=--------- --- -------------------- EL.:+60'-0" — ------------- ----------------------------------------- --- --- — --------------------- ------------------------ — -- — —_— — — TOP OF STEEL 1ST FL. --------- -- — -------------- --- —-—-—-—-—-—-—-—-—-—-—- =-= ----------- --- - - - - ------- - - - - - - ------------ EL.:+59'—71/2" TOP OF WALL @LIVING WING ----------- -- ------------------------- ----------- - ------- ------------- ------------- EL.,+58'-5 3/8" ; FIN. NORTH TERRACE GRADE EL.:+56'-6" T.O. MOTOR COURT SLAB �- EL..+53'-0" EAST (SIDE) ELEVATION �� 2 ,-6 T.O. BASEMENT SLAB —___—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—__ _ —_—_-------_—_ SEPTEMBER 29, 2015 EL.:+48'-9318" ----- ------------- �CQLF: T%�=—fT�„-------------------------------------- TOP OF GUARDRAIL —_ -__— 36"HIGH TEMPERED GLASS TOP OF ROOF ---—- ----_—_-- it -—-—-—-—-— -- FLAT ROOF CONSTRUCTION: EL.:+84'-9" ------------- --------------�--------------------------------------------------------------------------------------- ----------------- FINISH ROOF SURFACE OVER 75 MIL EPDM FULLY ADHERED TO SHEATHING TOP OF STEEL 3RD FL. --_—_---_—_—_ —- _ _—_-----_—_—_ _—__ OVER TAPERED RIGID INSULATION. _17/8" , r r e•, v y, B.O. FIN. CEILING 2ND FL �, CHECKED BY: ' EL..+82 8 1/8 /.-%'� :, �.. ., ' --------------------- - - ,z .;. ,;%'Vis,` {7 �y, s ; :; ' r,; ISSUED: ISSUED FOR PERMIT: 03.07.2015 77 / EXTERIOR FINISH I: 4 COAT CEMENT STUCCO FINISH OVER :. >; � VED .77 . ; .,,'/'-' .-._.__._.. ;;;';F`.i'i„i�'i/�i,.,� r %/"rte/, 7i::/,>:..:%„:�Y';;' //.',�,y',�y�% „�/,''�'�., ��” NAGE /:• ' 11 <, r-%,; /. :r• T OVER PRO �. ...;: .,, . -., . , ----- ---- % DNDIERLAYMENT OVER 3/4"CDX PLYWOOD GUARDRAIL: !�•, '_ i ,” !.;:'1`-% ;;z;/� SHEATHING, OVER 2X6 STUD WALL 36"HIGH TEMPERED GLASS . W/R ................ AND FIRESTOPPING A O C -21 KRAFT FACED BATT TOP OF FIN. FLOOR 2ND FL. s RE .w-.>,r«..;+5ww» ,ww.«wj:wi..5�.� --_- -__'_-_ _-----_-- _-_��._�__ -.-.,_-_-_ __-_`_- """"��,ryrs« _-�_ EL.:+72'-81/8" --_-__-_-_---_-_ --_--__ — _ :------ _ —_—_—_—_ TOP OF STEEL 2ND FL. --------- --- --- -----_ ------------------ EL.:+72'-5 7/8" -- ------------ - % ' ';" y, WALL CONSTRUCTION II: / ,` 5i x 6"CLEAR HORIZONTAL RED RED TOP OF FIN. CEILING IST FL. t' ':; ' CEDAR BOARDS MILLED WITH HIGHY DEEP GROVE TO BE APPROVED BY REVISED: ' y" ARCHITECT OVER HOUSEWRAP OVER 3/4" CDX PLYWOOD OVER 2X6 STUD WALL @ %i%!"<; ` : 'rg ,;:'.:% "r` 16"O.C.W/R-21 KRAFT FACED BATT - ------ - -- - INSULATION AND FIRESTOPPING AS REQ'D. TOP OF FIN. FL. GUEST WING } - All T. 0. FOUN. WALL @ BEDROOM WING --------- --------- ------ --- ----------------- -- ---_______.—_� —. -- ---- ---------- = , y ,.., - _ _- _. + - -------------- ALUMINUM CURTAIN WALL SYSTEM TO CURTAIN WALL CONSTRUCTION: NTS TOP OF FIN. FLOOR IST FL. _ - -- - _ -- - :. -- - . : - — :< - ------------- OFT E RESIDENTIALCODE OFNYSE EL.:+60'-0" —-—-—-—-—-—-— -------------------------- ------- ------------- ---------------------------------------------- ----- ----------------- TOPOFSTEEL (IST FL. ----------- - - - - -------.--------=----- - -- -—-—-—-—-—-—- - --- -------------------------------------------------- --------------- -- EL.. 59 7 1/2 , a ,r — — — / BRIDGEHAMPTON: P F WALL LIVING WING TO 0 EL.:+58'-5 3/8" 1936 MONTAUK HIGHWAY PO BOX 763 FIN. NORTH TERRACE GRADE BRIDGEH MPTON, NY EL.:+56'-6" --- --- --- ------------------------------------------------------------------------------------------------------------------- - - PHONE: 631.537.3555 T.O. MOTOR COURT SLAB FAX:631.537.0558 EL.:+53'-0" NORTH (REAR) ELEVATION TA. BASEMENT SLAB ------------- - - ------------------------------------------------- SCALE_-----�---��----- - ----- --- - - - - -—-—-—-—-—-—-—-— ----- NEW YORK CITY: EL.:+48'-9318" 4 40th STREET SUITE 1102 NEW YORK, NY PHONE: 212.207.9204 FAX:212.207.9247 TOPOF GUARDRAIL ------- -- - --- -- --- ----- -- ---- ----- ----------------------------------- ------ EL.:+87'-9" GUARDRAIL: 36"HIGH TEMPERED GLASS TOPOF ROOF --_-------------------------------- ------------------------------- --------------------- —- -------------------------- O+84'-9" FLAT ROOF CONSTRUCTION: FINISH ROOF SURFACE OVER 75 MIL TOP OF STEEL 3RD FL — — — — — _ — — — — — _ —_—___—_—_—_—_—___— _ — — — _ — — — EPDM FULLY ADHERED TO SHEATHING OVER TAPERED RIGID INSULATION. EL.:+84'-1718" ----------- ----- --- --- ----- - - - - - - - - - - ----- POSITIVE PITCH TO ROOF DRAINS B.O. FIN. CEILING 2ND FL. / EL.:+82'-8118" % i- :'' ARCHPITE C, Z) WINDOW CONSTRUCTION ALUMINUM WINDOWS AND DOORS BY "FLEETWOOD USA"TO MEET ALL EGRESS REQUIREMENTS OF THE RESIDENTIAL CODE OF ' NEW YORK STATE: (WHERE APPLICABLE) ' MIN.OPENING HEIGHT: 24"NET CLEAR OPENING MIN.OPENING WIDTH: 20"NET CLEARt< TOP OF FIN. FLOOR 2ND FL. - - ,, / OPENING ( --- ----------------- --- ------- --- --------- - - - --- -------- ------------- - ----- ---- _ -- - ----- --- --------------- EL.:+72'-8118" - - -------------------------------- --------------------------------------------------------- --- ',/,,,._,�»w-j: ---- ----_----�..--__.._------------ - MIN. OPENING AREA: 5.7 SQUARE FEET Ah TOP OF STEEL 2ND FL. ^ --- — — — — — — —_--- - - ----- --- - NET CLEAR OPENING SECRETE - SACK NV EL.:+72'-5 7/8" - ------------- --- --- --- ----- - - r, ----- - -- ---- -- - --- ---- ;��-�� RESIDENCE "" '` EXTERIOR FINISH I: TOP OF FIN. CEILING IST FL %%/s-<. ' 4 COAT CEMENT STUCCO FINISH OVER ME ' , EL.:+71 -0 .' DRAINAGE MAT OVER APPROVED UNDERLAYMENT OVER 3/4"CDX PLYWOOD 445 GLEN COURT ' SHEATHING, OVER 2X6 STUD WALL @ 16 O.C.W/R-21 KRAFT FACED BATT CUTCHOGUE, NY 11935 INSULATION AND FIRESTOPPING AS REQ'D. TOP OF FIN. FL. GUEST WING '"'� ' ' � NORTH + WEST '�',r� .�" EXTERIOR FINISH II: EL.:+63'-0" s , 4"x 6"CLEAR HORIZONTAL RED RED ELEVATION ------ - --- ------------------- - - ----- --------- --- -- `- w ---- - --------- - - - - --- -- %'':j/' CEDAR BOARDS MILLED WITH 8"HIGH BY 8" T. 0. FOUN. WALL @ BEDROOM WING — — —_—_ _ _—_—_—_—_—_—_—_—___—_— _—_—_— _ _ ``' " _—_—_—_—_—_—_—_—_—_—_—_—__ DEEP GROVE TO BE APPROVED BY --------- --- - --- ------ it---- — ARCHITECT OVER HOUSEWRAP OVER 3/4" EL.:+61'-7 5/8" ----------- --- - ---- CDX PLYWOOD OVER 2X6 STUD WALL @ TOP OF FIN. FLOOR (IST FL.) -—-—- -—- -—-—-—-—-—-—- -—- -—-—- - --- -—-—- ----------------------------------- - - - --- ---- --- ----------------- 16"O.C.W/R-21 KRAFT FACED BATT EL.:+60'-0" ------------------------------ — ----___---- -------- ---------------------------------------- ---_---- ---- --- ---------------------------__ INSULATION AND FIRESTOPPING AS REQ'D. TOPOFSTEEL ISTFL. - -- ------------------ --- -------------------------------------------------------- -- -------- ------------ ---- - r. �. y r�^ ,,, i7',r..""'' .�.," // TOP OF WALL @LIVING WING ": ;.:• '"%�``�"'"""- < EL.:+58'-5318" , FIN. NORTH TERRACE GRADE tL, EL.:+56'-6 --- --- - --------------------------------------- ---- --------- - ----------- - - - - --- ---------------------------------- T.O. MOTOR COURT SLAB �~ EL.:+53'_0" 2 WEST (LEFT SIDE ELEVATION SCALE: 1/4" = 1 '-0" T.O. BASEMENT SLAB -------------------------—-—- -—-—-—-—-—-—-——-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- - - - - - -—- - - - -—- -—-—-—-—-—-—-—-—- - - - - - SEPTEMBER 29, 2015 EL.:+48'-9318" TOP OF GUARDRAILFLAT ROOF CONSTRUCTION: _ EL.:+87'-9" -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— —75IMIL EPDM ROOFING FULLY----------- --------- - - - - - ----------------- RAIL: -------------- ADHERED TO SHEETHING OVER TAPIERED RIGID INSULATION,COLOR 36" HIGH 2' THICK TOP OF ROOF TBD1 REF.ARCHITECT TEMPERED GLASS -I---------------------------- I TOP OF STEEL 3RD FL. ---—-—-—- - -—-—- -- I----------- ----- - -------- EL.:+841-17/8"Ah I I B.O. FIN. CEILING 2ND FL. I I EL.:+82'-81/8" w L — J = 2 J �0 STUDIO/BR. 3 n MASTER BEDROOM U = CHECKED BY: FLOOR TYPE: z 4"HARDWOOD FLOORING OVER o ISSUED: J"PLYWOOD OVER 118"TJI FLOOR o ISSUED FOR PERMIT: 03.07.2016 I JOISTS @ 16"O.C.INSULATED PER 3 RESCHECK REQUIREMENTS _ TOP OF FIN. FLOOR 2ND FL. -—- -__ -—-—- -—-—-- r -�- -- A5.0 -- ------------ -- EL.:+72'-8118" _,---- -- - -- -- -- -_-:—_�—.------------------- TOP OF STEEL 2ND FL.) - ---------------- -- -- -- -- ----- --- -- I ----------------------=- - EL.:+72'-5 7/8" � I i TOP OF FIN. CEILING IST FL. L _ EL.:+71'-0" U 0 J Lu U = &QANA FLOOR TYPE: Q LMNG ROOM j z 4'HARDWOOD FLOORING OVER U REVISED: u- 4"PLYWOOD OVER 118"TJI FLOOR N TOP OF FIN. FL. GUEST WING OJOISTS @ 16"O.C.INSULATED PER z EL.:+63'-0" oo RESCHECK REQUIREMENTS FLOOR TYPE: CE PORECELAIN TILE IN MUD SET OVER - --- --- ----------- --------- - 34"PLYWOOD OVER 118°TJI FLOOR - ----- - ---------- - -o -—-—-—-—- - -— ----------------------------- T. 0. FOUN. WALL @ BEDROOM WINGJOISTS @ 16"O.C.INSULATED PER --------------- --- ------- ----------- --- ----- - RESC-HEC-K-SPECIFICATIONS---- --------------- T___T-—-—-—-—-—-—- — ------ - --- ----- -------- TOP OF FIN. FLOOR 1ST FL. --- ------------- -- -- ---- _ --------------- --------- - -� - -- A5.0---- - ------------ EL.:+60 -0 ------------------- - -—-—-—- --------------- =; ,<.. - :,, - - - -- - -—-—-—-—-—-—-—-—-—-—-—-—- TOP OF STEEL IST FL. ------- ---------- - -- - -— - -—------- ------------- EL.:+59'-71/2" ;I U FINISHED GRADE N _ TOPOF WALL @ LIVING WING z ------------ ------------- ------------------- ---------------------- -------- - ----------- EL.:+58'-5 3/8" -- -—- z 00 GARAGE SLAB co sTaucnoN: O w 1, O 4"POURE D CONCRETE SLAB WITH F- 2 r UNDISTU BED SOIL-PROVIDE 2" z REC. ROOM FIN. NORTH TERRACE GRADE z j° PERIMETEREXPANSION JOINTS W/ U L CONTR JOINTS AS REQUIRED. ,1 BRIDGEHAMPTON: cy ---- n- N - - -—---—-—-----—-—-—- -- -—-—-—-—-—-----—-—--��j -—-—-—---—-—- { — —-—-—-------— 7 — SLAB LA CONSTRUCTION: z 1936 MONTAUK HIGHWAY RT LAB T.O. MOTOR COU S - 11"M _ OVER 2 I "- PO BOX 763 PORCELAIN TILE O N EL.:+53'-0" .. 1 MUD 4"POURED CONCRETE SLAB r; WITH UNDISTURBED BRIDGEHAMPTO Y •1 t FOOTING CONSTRUCTION: L L WI STURBED SOIL-PROVIDE p. -5 N N `• - T,2"K 20"POURED CONCRETE FOOTING PERIMETER EXPANSION JOINTS A5.0 L PHONE: 631.537.3555 WITH(3)#5 CONTINUOUS REBAR TIED_TO { L' W/CONTROL JOINTS AS REQUIRED. I ; 1 I T.O. BASEMENT SLAB WALL REBAR AT BUILDWG PERIMETER, (. I. FAX.631.537.0558 EL.:+48'-9 3/8" 1PROVIDE,3"OF CONCRETE COVER ON ALL ; _. _. BAR 4 dNEW YORK CITY. STEPPED FOOTING. I 2:1 MAX 124 STREET EAST 40th _ SUITE 1102 _..... . _._ NEWYORK, NY 1 BUILDING SECTION A-A PHONE: 212.207.9204 FAX:212.207.9247 SCALE: 1/4" = 1 '-0" .00 L J PRESSURE TREATED I I BUILT-UP CURB LEAD COATED COPPER DRIP CAP AT PERIMETER CURB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rl- - -° - - - - 'gyp. .Fa •' ixQ �--rte- — i INTERIOR WALL FINISH: TI I I EXTERIOR WALL INSULATION: --- -- - - --- --- I 2 FOAM INSULATION PITCHED BLOCKING 1 I 1 1 5/8" SHEETROCK I I 1 I I a (4" PER FOOT] R-21 KRAFT FACED BATT 1 1 I I INSULATIONARC Brim I BEFECimmulm a% WAT 0 1 SEE STRUCTURAL ° I I I EXTERIOR WALL: I D , ........._...._: _....I 1 I DRAWINGS FOR ROOF 1 I I I 2X6 WOOD FRAME I I I -......_..._... . 11 I I UN DAT N WALL. JOIST SPECIFICATIONS I FLOORING: I I WALL @ 16" O.C. 10 POURED CONCRETE 1 I 1 3/4 HARDWOOD FLOOR I I I I .............._. I WALL WITH #4 REBAR BOTTOM PLATE: 1 I RIM /8"IST:LVL I - - I 1 1 1 I I 48" O.C. BOTH WAYS 1 I <) SUB FLOOR. 1 1 ------ -- - ------------ -------- 3/4" CDX PLYWOOD -------- _........._.. I 4 COAT CEMENT S ST UCTIO 1 I I RIM JOIST: 1 I ( a :`` 1 4" POURED C ETE SLAB STUCCO FINISH OVER I RIM JOIST. I I ° "R WITH OVER UNDISTURBED SEGRETE - SACK ><) 1 I I 11 7/8" LVL DRAINAGE MAT OVER I 11 7/8 LVL RIM JOISTS I I I I 1 SOIL- PROVIDE2" PERIMETER RESIDENCE f - 1 EXPANSION JOINTS W/ UND RLAYMENT OVER I 11 8" TJI 560 FJ @1611O.C, CONTROL JOINTS AS Z, ............. REQUIRED, 445 GLEN COURT 3/4" CDX PLYWOOD I I I SILL PLATE: a 1 1 I SHEATHING, SEE 1 I 1 DOUBLE 2x6 ACQ PLATE I I — - --- — 1 HOUSEWRAP ------ 1 1/2" PERIMETER EXPANSION CUTCHOGUE, NY 11935 ><D1 1 SPECIFICATIONS 1 r 1 1 I ANCHORED TO FOUNDATION WALL 1 L1 1 JOINT °UPPER PLATE: 2X4 C ONT. KEYWAY_... SECTION A-AANCHOR BOLT: (2) 2X6 CONT. 1 I I a I 5/8" DIA. @ 24" O.C., SEE 1 /// 1 1 1 EXTERIOR FINISH: I I I I STRUCTURAL DRAWINGS I I _ �� FOOTING CONSTRUCTION: + DETAILS WINDOW HEADER: I 1 1 I I ! .._ 12" x 20" POURED 1 1 4 COAT CEMENT STUCCO FINISH I 2' SPACE1 CONCRETE FOOTING WITH SEE STRUCTURAL I I - - AIR I � _ _� OVER DRAINAGE MAT OVER I I 1 1 DRAWINGS FOR I I I (3j #5 CONTINUOUS REBAR 1 1 1 APPROVED UNDERLAYMENT OVER 1 WALL CONSTRUCTION: 1 -- SPECIFICATIONS - 6 ,,. TIED TO WALL REBAR AT 1 I 3/4 CDX PLYWOOD SHEATHING, I I 2x6 WOOD FRAME 1 1 SEE SPECIFICATIONS I I i I WALL @ 16" O.C. 1 I BUILDING PERIMETER. 1 I I ><D I I I ° 1 I ............... . 1 PROVIDE 3 OF CONCRETE WINDOW : L - - - - - - - - - - - - - - - - - - - - -j L - - - - - - - - - - -�'- - - - - - - - -j L - - - - - - - - - - - -� TOBERONALLDISTUR ED REBARj SEE A4.0 + A4.1 FOR SOIL TO BEAR ON UNDISTURBED 1 SPECIFICATIONS e- 1 I 3 DETAIL - WALL SECTION L� DETAIL - WALL SECTION 5 DETAIL - WALL SECTION 1- - - - - - - - - - - - - - - - - - - - - - -i SCALE: 1 1/2 V-0 n . " = " SCALE: 1 1/2" = 1'-0" DETAIL - VWALL SECTION J�� °'E�•�2��'` SCALE: 1 1/2" = 1'-0" SEPTEMBER 29, 2015