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gHFFDt�I'p� Town of Southold 6/7/2021 $ P.O.Boz 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42073 Date: 6/7/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1350 Paradise Point Rd., Southold SCTM#: 473889 Sec/Block/Lot: 81.-3-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/27/2018 pursuant to which Building Permit No. 45524 dated 12/2/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, front and rear covered porches, side entry stoop and attached two car garage as aapplied for per ZBA#7099, dated 11/16/2017. The certificate is issued to Daley EL III&DL Rev.Trt. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0067 12/11/2020 ELECTRICAL CERTIFICATE NO. 21-67113 2/5/2021 PLUMBERS CERTIFICATION DATED 11/10/2020 se Tuomey AuMoe nature o�SQFFU�I/`' TOWN OF SOUTHOLD BUILDING DEPARTMENT C4 z TOWN CLERK'S OFFICE "o • � SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45524 Date: 12/2/2020 Permission is hereby granted to: Daley EL III Rev Trt 916 Hudson St Hoboken, NJ 07030 To: Make additions and alterations to an existing single family dwelling as applied for per ZBA, Trustees, DEC NJ letter, and SCHD. Replaces BP# 42929. At premises located at: 1350 Paradise Point Rd., Southold SCTM #473889 Sec/Block/Lot# 81.-3-23 Pursuant to application dated 12/2/2020 and approved by the Building Inspector. To expire on 6/3/2022. Fees: PERMIT RENEWAL $1,900.20 Total: $1,900.20 BuildA Inspector yam. TOWN OF SOUTHOLD o- BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42929 Date: 8/8/2018 Permission is hereby granted to: Daley 111, Edward & Diane 916 Hudson St Hoboken, NJ 07030 To: make additions and alterations to an existing single family dwelling as applied for per ZBA, Trustees, DEC NJ letter, and SCHD. At premises located at: 1350 Paradise Point Rd, Southold SCTM # 473889 Sec/Block/Lot# 81.-3-23 Pursuant to application dated 7/27/2018 and approved by the Building Inspector. To expire on 2/7/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,750.40 CO -ALTERATION TO DWELLING $50.00 Total: $3,800.40 Building Inspector L TOWN OF SOUTHOLD o�gUFFO�,�� BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43120 Date: 10/9/2018 Permission is hereby granted to: Daley III, Edward & Dian 916 Hudson St Hoboken, NJ 07030 To: 400a underground electrical service At premises located at: D r 1350 Paradise Point Rd, Southold SCTM # 473889 Sec/Block/Lot# 81.-3-23 Pursuant to application dated 10/9/2018 and approved by the Building Inspector. To expire on 4/9/2020. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: D4- (check one) Location of Property: 136-0 Vo,V4 1-s-e- '1. House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Q Block 3 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) i Fee Submitted:$ �( Apli t ignature 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 Platinum East Electric Inc. Ed Daley ,1320 Kenneys Road 1350 Paradise,Point Rd' Southold, NY 11971 _ Southold, NY 11971 Located at: 1350 Paradise Point Rd, Southold, NY,11971 Application;Number#: 21-67113, Certificate#: 21-67113 -,Electrical.License_#:.3.4091-ME Section: Block:- Lot: Building Permit#: Described as a Residential occupancy, wherein,the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Renovation of Entire House/Service Equipment/Air-Conditioning Equipment (2 Units) 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 5th day of February 2,021 Name QTY , Power Panel -600 Amp, 240V,'6 Circuit 1 Power Panel -200,Amp, 240V 2 Switch - 15 Amp, 120V 32 Incand. Fixture= 15 Amp, 120V 67 Servicb Disconnect- 100 Amp, 240V 1 ARC-Fault`-20'Amp, 120V 7 Furnace/Motor (12)'Circuit'- 15,Amp, 120V- 1 Service Disconnect- 200 Amp, 240V 2 -Electrical Inspector: Anthony Giordano ' •_ \\� .... .•� LA's `� ;APPROVED o= = \ This-certificate is not valid unless raised seal is present. 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 Platinum East Electric Inc. Ed Daley 1320 Kenneys Road 1350 Paradise Point Rd Southold, NY 11971 Southold, NY 11971 Located at: 1350 Paradise Point Rd, _Southold, NY 11971 Application Number*-'-2`1-67113 Certificate 9.,_2i=67113 Electrical License#: 34091-ME Section: Block: Lot: Building Permit#: Name QTY AC Blower- 15 Amp, 220V 2 AC Condenser- 50 Amp, 220V 2 ARC-Fault- 15 Amp, 120V 15 Dimmer- 15 Amp 120V 28 Dishwasher Circuit- 15 Amp, 120V 1 Duplex Receptacle- 15 Amp, 120V 77 Exhaust Fan - 15 Amp, 120V 4 Exhaust Hood - 15 Amp, 120V 1 Floor Receptacle- 15 Amp, 120 V 2 Meter- 600 Amp, 240V 1 mower Panel - 100 Amp, 240V 1 Electrical Inspector: Anthony Giordano This certificate is not valid unless raised seal is present. Certificate'of Compliance' ..................................................................................:...............:.:......:...................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC: 188-PARK AVENUE AM_ ITYVILLE, NY-11701_' P: (631) 598-5610 ............................................................................................................................:......................................................................... CERTIFIES THAT' Upon the application of Upon premises owned by Platinum East Electric Inc.' Ed Daley , 1320 Kenneys Road 1,350 Paradise Point Rd -Southold, NY 11971 = Southold, NY 11971 Located at: 1350 Paradise Point Rd, Southold, NY 11971 Application`-Number#`:-2`— 7113Certificate.#' : 2i;=07113 - Electrical License#: 34091-ME Section: Block: Lot: Building Permit#: Name QTY Service Disconnect-200 Amp, 240V 3 _ UGServiceFeeder- 600 Amp, 240V 1 Electrical Inspector: Anthony Giordano, ic This certificate is not valid unless raised seal is present. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 •` , Southold,NY 11971-0959 BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: .1 Iyo Building Permit No.,_ Owner: _d_L (Ple se print) -Plumber: �� �� �_ � ���►,�.� , � V - 1.1�.�a��� L;► c- - 1�P �� (Please print) �{ I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum ers Signatu Sworn to before me this day of NMS' 2010 JOHN P LICCIARDO NOTARY PUBLIC-STATE OF NEW YORK No. 01L16259018 Qualified In Suffolk County �y` MV Commission Expires April 02, 202-64Notary Public,�J V��O_���-_ _,� ',County C LO Ovti OF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm e�' 765-1802 INSPECTION [V r NDATION 1ST [ ] ROUGH PLEIG. [ 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: ` uoh ain &J. de-VI DATE D Iy INSPECTORA IA # # TOWN OF SOUTHOLD BUILDING,-DEPT. `ycou765-1802 INSPECTIO-N [ FOUNDATION 1ST, ° [ ] ROUGH PLBG. -[ ' ] FOUNDATION 2ND " [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ - ']-FIREPLACE FIREPL-ACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ] "FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ( � - �l � ' A 1 46ojlyt&.( DATE 0 INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. oy � 765-1802 INSPECTION [ ] FOUNDATION 1ST [YFINAL H PLBG. [ `] FOUNDATION 2ND [ ATION/CAULKING [ ] FRAMING/STRAPPING [ [` .] FIREPLACE"&CHIMNEY = [" ]"FIRE SAFETY INSPECTION [ , ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . ��� 1 ki tl�i) IAM \n (/*\ - • ('�I(,;Ivf L din &WAY &AM — go , Avon 6I DATE ZD INSPECTOR Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1350 Paradise Point Road,Southold NY 11971 Test Date 3/10/2021 Building Permit#: 43001 ` � �. Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1St 473 6879 ❑ Sealed Attic nd 2 0 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI 2765,except that conditioned floor Attic 0 ea includes areas where the ceiling height is less than 5 Total Volume 6879 ft. CFM @50 pa 276 Air changes/hr@50 a 2.41 ,dt/, Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 fl?CFA Code Compliance: System-2: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. ' g Si �', nature• _ Date: 3/10/2021 Christopher Silvia,Home Energy Solutions RCHIiECNRE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95t 1 St,C9,Brooklyn,NY 11209 u� Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 March 11,2021 RE•Property 1350 Paradise Point Rd Southold, NY11971 To whom it may concern: Based on my review of the product specifications,the Thermal Barrier DC315 meets the minimum standards required for application in the crawl space of 1350 Paradise Point Rd,Southold NY 11971. The letter from the manufacture is acceptable. if you have any questions, please feel free to contact my office. Sincerely, Anthony Portillo, RA ?syr irk•{.,Eh"'!£"i°,�� a. r' ti RCHITECTHHE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 9501 St C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 June 25th,2020 RE: 1350 Paradise Point Road Southold,NY 11971 •To Town of Southold Building Department: I conducted a site visit at 1350 Paradise Point Road Southold, NY to inspect the insulation and air ceiling. Based on my inspection the insulation and air ceiling was completed to meet NYS Building Code ander the architectural plans. Please feel free to contact my office if you have any questions. Sincerely, Anthony Portillo, RA,LEED,AP ,eD AF?C�. Pn (P i Building Envelope and Duct Tightness Report 2018 MCC as amended by the 2020 New York State Supplementsections 402.4.1.2 and 403.3.4 Address of Test 1350 Paradise Point Road,Southold NY 11971 Test Date 12/11/2020 Building Permit#: 42929 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC 1D# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume 2 Conditioned Basement Basement 2704 21632 ❑ Conditioned Crawl Space st 1 3275 32750 Sealed Attic 3rd4459 49049 *The conditioned floor area of dwelling is calculated in 0 ac, dance with ANSI 2765,except that conditioned floor Attic 18830 area incl' des areas where the ceiling height is less than 5 Total Volume 122261 0' CFM @50 pa 3268 Air changes/hr@5('f 1.60 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 fe CFA NIA Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftz CFA N/A Code Compliance: Exempt System-3: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 A'CFA N/A Code Compliance: Exempt All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: .f' Date: 12/11/2020 Christopher Silvia,Hdme Energy Solutions /Y Ll q n a s t a s i architects December 5th, 2019 DEC - 6 2019 Southold Building Department 54375 NY-25 Southold, NY 11971 Re: 1350 Paradise Point Road, Southold, New York (S.C.Tax No. 1000-81-03-23) Porch Footings To whom it may concern: Please accept the following statement concerning the project at 1350 Paradise Point Road in Southold, NY, to satisfy requirements of the town for the construction of new porch footings. Please be advised that during the construction of the new porch being added to the main house, I performed an inspection of the footings. The scope of this work included the installation of 24"x24"x 8" deep poured concrete footings @3'-6" below grade with #5 rebar each way and including vertical rebar tying the footing to the 12"diameter Sonotube concrete piers to grade. I have found the installation to be satisfactory and in compliance with relevant New York codes. Site photo 321 newark street, hoboken, nj 07030 tel 201.653.2577 fax: 201.653.2642 n a s t a s i architects 1350 Paradise Point Road Site Work Statement page 2 If you should have any questions regarding this matter or need any additional information please do not hesitate to contact our studio at (201) 653-2577. Sincerely, John Nastasi, Architect J�1151 321 newark street, hobo ken, nj 97030 tel: 201.653.2577 fax: 201.653.2642 astasi architects December 5th, 2019 Southold Building Department 54375 NY-25 Southold, NY 11971 Re: 1350 Paradise Point Road, Southold, New York (S.C. Tax No. 1000-81-03-23) Foundation Waterproofing To whom it may concern: Please accept the following statement concerning the project at 1350 Paradise Point Road in Southold, NY, to satisfy requirements of the town waterproofing of the foundation. Please be advised that during the construction of the addition onto the main house, I performed an inspection of the waterproofing that applied to the exterior of all new foundation walls in the building. The scope of this work included the application of a bituminous trowel-applied waterproof membrane to the outside of the new foundation walls that overlaps and terminates where the new wall meets the existing. I have found the work to be satisfactory and to be in compliance with the relevant New York State codes. w 321 newark street, hobo ken, nj 07030 tel : 201 .653 .2577 fax: 201 .653.2642 .,N a s t a s i architects 1350 Paradise Point Road Site Work Statement page 2 If you should have any questions regarding this matter or need any additional information please do not hesitate to contact our studio at (201) 653-2577. Sincerely, John Nastasi, Architect 321 newark street, hoboken, n] 07030 tel • 201.653.2577 fax: 201 .653.2642 Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHREMR Brooklyn Office:204 251h St,Suite 203,Brooklyn,NY 11232 LLC Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 RE: 1350 Paradise Point Road Southold, NY 11971 To Town of Southold Building Department: I conducted a site visit at 1350 Paradise Point Road Southold, NY to inspect the rough plumbing. Based on my inspection the rough plumbing was completed to meet NYS Building Code and the architectural plans. Please feel free to contact my office if you have any questions. Sincerely, Anthony Portillo, RA, LEED AP --- --------------------------------------- ---- - V-V/Vvw%l VIt Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHIiECi11RE Brooklyn Office:204 251 St,Suite 203,Brooklyn,NY 11232 u� Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 6- 1 - Z° RE: 1350 Paradise Point Road Southold, NY 11971 To Town of Southold Building Department: I conducted a site visit at 1350 Paradise Point Road Southold, NY to inspect the,framing. Based on my inspection the framing was completed to meet NYS Building Code and the architectural plans.Please feel free to contact my office if you have any questions. Since ly, Anthony Portillo, RA, LEED AP D 0 * Q O 037405 AOS Or NO nastasi architects February 5th, 2020 Southold Building Department Ci 54375 NY-25 Southold, NY 11971 +I E E 6 — 6 2020 Re: 1350 Paradise Point Road, Southold, New York (S.C. Tax No. 1000-81-03-23) Structural Framing Strapping To whom it may concern: Please accept the following statement concerning the project at 1350 Paradise Point Road in Southold, NY, to satisfy requirements of State of New York Building Code Please be advised that during the construction of the addition onto the main house, I performed an inspection of the steel strapping and tie downs connecting the wood framing. I have found the work to be satisfactory and to be in compliance with our drawings and the New York State building codes. Please see the following photographs of the various strapping conditions around the house: Image 1. Strapping at Sill connection. (South Wall adjacent to garage) R y' '. , 321 newark street, hoboken , nj 07030 tel : 201 .653 . 2577 fax: 201 .653.2642 n a s t a s i architects 1350 Paradise Point Road Site Work Statement page 7 If you should have any questions regarding this matter or need any additional information please do not hesitate to contact our studio at (201) 653-2577. Sincerely, 01 70 John Nastasi, Architect ' . a 321 newark street, hoboken, nj 07030 tel 201 653.2577 fax: 201.653.2642 n a s t a s i architects 1350 Paradise Point Road Site Work Statement page 2 Image 2. Strapping at Sill connection. (West-Facing Wall under roof over hang) m p e i r � a ° t ,44 321 newark street, hoboken, nj 07030 tel 201 .653 .2577 fax : 201 .653.2642 n a s t a s i a r c h i t e c t s 1350 Paradise Point Road Site Work Statement page 3 Image 3. Strapping at First, Second & Third Floor/wall connections. (South fa(;ade) a. 3 2 1 n e w a r k street, h o b o k e n, n j 0 7 0 3 0 tel : 201 .6 5 3.2 5 7 7 fax : 201 .6 5 3.2 6 4 2 n a s t a s i architects 1350 Paradise Point Road Site Work Statement page 4 Image 4. Strapping at Upper Floors &windows (South-Facing facade) �wuat ysy .ai =au,. . iu,M ..w.a'k�•Wr..,w Marra.,�. ,�,,. �.�,,. ���' � 4 3 2 1 n e w a r k street, h o b o k e n, n j 0 7 0 3 0 tel 2 0 1 .6 5 3.2 5 7 7 fax : 201 .6 5 3.2 6 4 2 n a s t a s i architects 1350 Paradise Point Road Site Work Statement page 5 Image S. Strapping at Floors &windows (Northwest Corner) 3 �y-••yt' a.moi` f 6 fit€ 'n a"I s : r .:. - sat► �� ;. t X f Y.f l . <,.. +nRe4• Y S hA t 321 newark street, hoboken, nj 07030 tel : 201 . 653 .2577 fax: 201 .653.2642 n a s t a s i a r c h i t e c t s 1350 Paradise Point Road Site Work Statement page 6 Image 6. Strapping at Floors & windows (North Facade) Lhook, soft lk �y d • v ' 11 V n ` v I • • a • F I 321 newark street, hoboken, nj 07030 tel 201 . 653 . 2577 fax 201 .653.2642 n a s t a s i architects 1350 Paradise Point Road Site Work Statement page 7 If you should have any questions regarding this matter or need any additional information please do not hesitate to contact our studio at (201) 653-2577. Sincerely, �� ,��p�y�� John Nastasi, Architect „ 321 newark street, hobo ken, nj 07030 tel 201 .653.2S77 fax: 201 .653.2642 Load Short Form Job: 1350 Paradise Point Road ilk.'.il ESG4it:S Date: 3/18/2020 Entire House By: Katelyn Maieski Horne Energy Solutions Inc. 187 East Main Street,Huntington,W 11743 Phone.631-673-0664 Email:gdlamay3@gmail.com For: 1350 Paradise Point Road, Southold, NY 11971 Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Stuh) (Btuh) (cfm) (cfm) AH11st Floor 3222 33484 22782 1000 1000 AH2__2nd Floor S 2576 23067 16256 600 600 AH3_2nd FIN 1804 23505 11148 600 600 Entire House 7602 80056 50190 2200 2434 Other equip loads 2091 361 Equip. @ 0.91 RSM 45799 Latent cooling 6936 TOTALS I 7602 I 82147 I 52735 2200 I 2434 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -¢ wrighl soft" 2020-Mar-201340:32 Right-Sude®Universal 2019 19.0.09 RSU20822 Page 1 ...soft HVAC11350 Paradise Point Road Southold rup Calc=MJ8 Front Door faces: W Load Short Form Job: 1350 Paradise Point Road I 1 R,r.,I- F r I,a,� Date: 3/18/2020 _- , AF19 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email.gdlamay3@gmail com ® I af qrftm I • For. 1350 Paradise Point Road, Southold, NY 11971 D' o • • Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 111,1ni'13=118 mail I'll IN" ligm,ig 121111- HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model EVG 220 Cond RA1630AJlNA AHRI ref 8286945 Coil RH1T3621MTANJAUSA AHRI ref 7941344 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 220000 Btuh Sensible cooling 21000 Btuh Heating output 206000 Btuh Latent cooling 9000 Btuh Temperature rise 188 OF Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftp) (Btuh) (Btuh) (cfm) (cfm) 1st Floor 2513 26095 20622 779 905 Master Suite 709 7390 4177 221 183 AH1_1st Floor 3222 33484 22782 1000 1000 Other equip loads 2091 361 Equip. @ 0.91 RSM 20968 Latent cooling 3658 TOTALS I 3222 i 35575 i 24625 i 1000 I 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed . wrligh oft' 2020-Mar-2013 40 32 Right-Suite®Universal 2019 19 0 09 RSU20822 Page 2 / CIS soft HVAC11350 Paradise Point Road—Southold rup Calc=MJ8 Front Door faces W Load Short Form Job: 1350 Paradise Point Road N t.a Date: 3/18/2020 AH2 2nd Floor S By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.631-673-0664 Email:gdlamay3@gmall.com ® • • For: 1350 Paradise Point Road, Southold, NY 11971 Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD('F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(grAb) 33 32 , HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model EVG 220 Cond RA1618AJlNA AHRI ref 8286945 Coil RH1T2417STANJAUSA AHRI ref 7940565 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 220000 Btuh Sensible cooling 12600 Btuh Heating output 206000 Btuh Latent cooling 5400 Btuh Temperature rise 313 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.026 cfm/Btuh Air flow factor 0.037 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Living 1418 9945 9115 259 336 System 2 Beds ' 1158 13122 8507 341' 314 AH2_2nd Floor S 2576 23067 16256 600 600 Other equip loads 0 0 Equip. @ 0.91 RSM 14728 Latent cooling 2115 TOTALS I 2576 I 23067 I 16843 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoit- 2020-Mar-20 13 40 32 �- w •, .M . .W�., Right-Sude®Universal 2019 19.0 09 RSU20822 Page 3 soft HVAC\1350 Paradise Point Road—Southold rup Calc=M.18 Front Door faces, W ' Load Short Forth Job: 1350 Paradise Point Road t Ii Ni t AH3 2nd Fl IV Byte. Kate/lye Maieski ,. Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.631-673-0664 Email gdlamay3@gmaiLcom orqjpqtln •r abob, For: 1350 Paradise Point Road, Southold, NY 11971 Desitirn • • Htg Cig Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity (%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model EVG 220 Cond RA1618AJ1NA AHRI ref 8286945 Coil RH1T2417STANJAUSA AHRI ref 7940565 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 220000 Btuh Sensible cooling 12600 Btuh Heating output 206000 Btuh Latent cooling 5400 Btuh Temperature rise 313 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.026 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Gym Zone 763 12359 7818 315 416 System 3—Beds 1041 11146 5240 285 279 AH3_2nd FIN 1804 23505 11148 600 600 Other equip loads 0 0 Equip. @ 0.91 RSM 10100 Latent cooling 1841 TOTALS 1 1804 1 23505 1 11941 1 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,� - Right-Sufte®Universal 2019 19.0.09 RSU20822 uoiriglhtsol`C 2020-Mar-20 13 40 32 Page/�+ ..soft HVAC11350 Paradise Point Road_Southold.rup Calc=MJ8 Front Door faces* W Load Short Fora Job: 1350 Paradise Point Road FI F1%€L LN L f�6 s Date: 3/1812020 IS$Floor By: Katelyn Maieskf Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmaii.com •i- •rmati• For: 1350 Paradise Point Road, Southold, NY 11971 tioa, Htg Cig Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD ('F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32, HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 84 1152 685 34 30 Bath 2 60 716 587 21 26 Bedroom 2 246 4451 3649 133 160 Corridor 84 187 24 6 1 Den 252 3451 2980 103 131 Entry 91 1086 242 32 11 Hall 182 844 128 25 6 Kitchen 416 3904 5961 117 262 Living/Dining 766 5364 4027 160 177 Mud Room 333 4940 2338 148 103 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigf1tsoft" 2020-Mar-2013.40:32 Right-Sudee Universal 2019 19 0 09 RSU20822 Page 5 soft HVAC\1350 Paradise Point Road—Southold rup Calc=MJ8 Front Door faces W I st Floor 2513 26095 20622 779 905 Other equip loads 0 0 Equip. @ 0.91 RSM 18683 Latent cooling 2013 TOTALS l 2513 I 26095 I 20697 I 779 I 905 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighft- 2020-Mar-2013:4032 .,.�.,• �,,..�.,.,a,,,k.��., Right-Sude®Umv ersa1201919.0.09RSU20822 Page6 soft HVAC11350 Paradise< Pomt Road—Southold rup Calc=MJ8 Front Door faces W Load Short Form Job: 1350 Paradise Point Road H a„1. 1 \L;..y., Date: 3/18/2020 2nd Fl Living By: Katetyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email:gdlamay3®gmaii.com e - into For: 1350 Paradise Point Road, Southold, NY 11971 Htg CIg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (`F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a' Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent"cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a ' Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Family Room 219 2478 3155 64 116 Loft 785 6208 4864 161 180 OTB 414 1260 1095 33 40 2nd FI Living 1418 9945 9115 259 336 Other equip loads 0 0 Equip. @ 0.91 RSM 8258 Latent cooling 713 TOTALS I 1418 I 9945 I 8971 I 259 I 336 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. M - +wrightsoftA 2020-Mar-2013.40:32 Rig ht-Su ite®Unnr ers21201919.0-09RSU20822 Pagel ..soft HVAC\1350 Paradise Point Road Southold.rup Calc=MJ8 Front Door faces: W Load Short Form Job: 1350 Paradise Point Road I Date: 311812020 L:;I:t,t, Gym Zone y By: Katelyn Maieski Hoene Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.831-673-0664 Email:gdlamay3@gmail corn e • • • For: 1350 Paradise Point Road, Southold, NY 11971 ® - • e • Htg Clg Infiltration Outside db(°F) 11 -86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Gym 763 12359 7818 315 416 Gym Zone 763 12359 7818 315 416 Other equip loads 0 0 Equip. @ 0.91 RSM 7083 Latent cooling 648 TOTALS I 763 I 12359 I 7732 I 315 I 416 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsofit- 2020-Mar-2013.40:32 Rrght-Suite®Universal 201919 0 09 RSU20822 Page 8 +C� ...soft HVAC11350 Paradise Point Road_Southold.rup Calc=MJ8 Front Door faces, W l Load Short Form Job: 1350 Paradise Point Road i 1 R,\7 t z [P x.k Date: 3/18/2020 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone,631-673-0664 Email*gdlamay3@gmatl.com For: 1350 Paradise Point Road, Southold, NY 11971 ® - o • Htg Cig Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 61 11, Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fL2) (Btuh) (Btuh) (cfm) (cfm) Home Office 225 2460 1070 73 47 Master Bath 93 763 199 23 9 Master Bedroom 296 4166 2908 124 128 Master Corridor 30 0 0 0 0 Master WIC1 37 0 0 0 0 Master WIC2 28 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightS®ft' 2020-Mar-20 1340 32 �6" Right-Su Re®Universal201919009RSU20822 Page ..soft HVAC11350 Paradise Point Road Southold.rup Calc=MJ8 Front Door faces: W 1 Master Suite 709 7390 4177 221 183 Other equip loads 0 0 Equip. @ 0.91 RSM 3785 Latent cooling 967 TOTALS I 709 I 7390 I 4752 I 221 I 183 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft* 2020-Mar-2013.40.32 Right-Su Re®Universal 2019 19.0.09 RSU20822 Page 10 / . soft HVAC11350 Paradise Point Road_Southold.rup Calc=MJ8 Front Door faces. W Load Short Form Job: 1350 Paradise Point Road Date: 3/18/2020 i 1.AML LSI kf. System 2 Beds By: Katetyn Maieski Home Energy Solutions Inc. 187 East Main Street,Hunbngton,NY 11743 Phone.631-673-0664 Email:gdlamay3®gmad.com Pirgiect InfOrmation For: 1350 Paradise Point Road, Southold, NY 11971 C�-6signln'formation Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) Bath 3 89 841 513 22 19 Bath 4 89 841 513 22 19 Bedroom 3 378 4496 2682 117 99 Bedroom 4 325 4240 2776 110 102 Bedroom 5 278 2703 2023 70 75 System 2 Beds 1158 13122 8507 341 314 Other equip loads 0 0 Equip. @ 0.91 RSM 7707 Latent cooling 1402 TOTALS I 1158 t 13122 I 9109 I 341 I 314 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrigh! %V •. 2020•Mar-201340:32 a..��<,.!! Right-Suite®Universal 201919 0 09 RSU20822 Page 11 �+ ..soft HVAC11350 Paradise Point Road_Southold.rup Calc=MJ8 Front Dow faces: W Load Short Form Job: 1350 Paradise Point Road Date: 3/18/2020 �+ System 3 Beds By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.631-6730664 Email.gdlamay3@gmail.com e - o e For: 1350 Paradise Point Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fi?) (Btuh) (Btuh) (cfm) (cfm) Bath 6 59 691 230 18 12 Bath 7 59 667 224 17 12 Bed6 WIC 34 0 0 0 0 Bedroom 6 378 4505 2500 115 133 Bedroom 7 196 2263 1475 58 78 Stair Hall 316 3020 810 77 43 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof - 2020-Mar-2013:40.32 .. . .,, Right-Suite®Universal 2019 19.0.09 RSU20822 Page 12 ...soft HVAC11350 Paradise Point Road—Southold rup Calc=M.18 Front Door faces: W c System 3—Beds 1041 11146 5240 285 279 Other equip loads 0 0 Equip. @ 0.91 RSM 4747 Latent cooling 1193 TOTALS I 1041 l 11146 I 5940 l 285 I 279 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w. wrigh6-1—V 2020•Mar-2013:40.32 Right-Sude®Universal 201919.0.09RSU20822 Page 13 AC ..soft HVAC\1350 Paradise Point Road—Southold rup Calc=MJ8 Front Doorfaces: W • N ' s Basement Sup Riser Sup Riser 4x12 4x12 4x12 4x12 4 x 12 Sup Riser 4X12 Sup Riser 4x12 4x12 4 x 12 Sup Riser 4x12 Crawl 1 6x12 4x1 4x12 14x16 Ret Ris 8 x 12 14 x 16 SUD Riser 14 x 12 ——— 4 x 12 14 16 Sup Riser 4.12 4x12 12 x 12 Basement Sup Riser Crawl 2 6x4 6x4 Sup Riser 4 x 12 4 x 12 10 x 12 Sup Riser 4x12 jRise Sup Riser 4.4 4x4 Sup ser 4x1 :14Y 12 10x4 4x12 4x1 Su 4x x12 4x Sup rLser 10x4 4 Sup4x4Sup Riser 4x12 Job#: 1350 Paradise Point Road Home Energy Solutions Inc. Scale: 1 : 149 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite®Universal 2019 1350 Paradise Point Road Huntington,NY 11743 19.0.09 RSU20822 Southold,NY 11971 Phone:631-673-0664 2020-Mar-2013:41:50 gdlamay3@gmail.com ...Paradise Point Road_Southold.rup N 1st Floor Sup Riser 4 x 12 4 x 12 Sup Poser 37 cfm 4 x 12 64 f., Sup Poser 4x12 23 cfm aster Bath Home Office Master Bedroom Garage Sup Poser 4x12 fo Sup Riser �4Y 12 Mud Room cfm Master Comdor ter WIC2 _ter WICt - Sup Riser Ret Res r 4Y12 14X16 x 12 4x4 87cfm 44 cfm 1089 c 4x12 Sup Riser LiwngQnLng Kitchen 6 x 4 87 cfm 44 cfm x4 Sup Riser Sup Riser x 12 Sup Ruler 12 4 x 4 87 cfm 44 cfm 904 12 4x4 4f 32 cfm Entry Hall Sup Poser 4x12 25 cfm Comdor 6 cfm Sup Riser 4x12;426 x12 Den Sup PoserRiser Bedroom 2 131 cfm 10 10 x 4 Bathath 2 Sup Riser 34 6n cfm 4 x 12 160 cfm Job#: 1350 Paradise Point Road Home Energy Solutions Inc. Scale: 1 : 149 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite®Universal 2019 1350 Paradise Point Road Huntington,NY 11743 19.0.09 RSU20822 Southold;NY 11971 Phone:631-673-0664 2020-Mar-20 13:41:50 gdlamay3@gmail.com _..Paradise Point Road_Southold.rup 2nd Floor Bedroom 7 Bath 7 Bath 6 104 Om GymOf,104 cf.rn I I I ��144 f,. Bedroom 6 78 cfm L18 n 8x4 - /4x4 44 8x4, Stair Hall 6x4 ��Al x 4 4z 4 T7 Bed6 W 538.1m 10 x 12 C,.4 .4 x 12 Qr 157 tm 12 x 4 44 Cfm 4X4 8�4 -'04 chn 'Z a1x 2 r 104 "-A 41, OIrp 8 4 4, Bedroom 6373 -41, '4- bfnl' A41 6 V 'j " " 0A' P, 7 '4' �91� Z'21 "v n4" 7 7, Old -'4 ;7�77 Sx 4`� 4 BedroomA so,,; Job 1360 Paradise Point Road Home Energy Solutions Inc. Scale: 1 : 149 Performed by Katelyn Maieski for: Page 3 187 East Main Street Right-Suite@ Universal 2019 1350 Paradise Point Road Huntington,NY 11743 19.0.09 RSU20822 Southold,NY 11971 Phone:631-673-0664 2020-Mar-20 13:41:51 gdlamay3@gmail.com ...Paradise Point Road—Southold.rup Manual S Compliance Report Job: 1350 Paradise Point Road P p Date: 3/18/2020 AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone-631-673-0664 Email:gdlamay3@gmail.com • m 0 For: 1350 Paradise Point Road, Southold, NY,11971 • e e quipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 23143 Btuh Entering coil DB: 75.6°F Outdoor design WB: 72.1 OF Latent gain: 3658 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 26801 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1NA+RH1T3621MTANJAUSA Actual airflow: 1000 cfm Sensible capacity: 23685 Btuh 102%of load Latent capacity: 4179 Btuh 114%of load Total capacity: 27864 Btuh 104%of load SHR: 85% • e • Design Conditions Outdoor design DB: 10.6°F Heat loss: 35575 Btuh Entering coil DB: 68.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: EVG 220 Actual airflow: 1000 cfm Output capacity: 206000 Stuh 579%of load Meets all requirements of ACCA Manual S. wrig2020•Mar-20 13 40.32 Right-Sude®UnNersal 2019 19 0 09 RSU20822 Page 1 .soft HVAC11350 Paradise Point Road Southold.rup Calc=MJ8 Front Door faces W Manual S Compliance Report Job: 1350 Paradise Point Road Date: 3/18/2020 > AH2 2nd Floor S By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.631-673-0664 Email gdlamay3@gmad.com • • • For: 1350 Paradise Point Road, Southold, NY 11971 Coolina Egpipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 16256 Btuh Entering coil DB: 75.1°F Outdoor design WB: 72.1°F Latent gain: 2115 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 18371 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 16141 Btuh 99%of load Latent capacity: 2455 Btuh 11&/o of load Total capacity: 18596 Btuh 101%of load SHR: 87% e Eqqipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 23067 Btuh Entering coil DB: 71.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer. Weil-McClain Model: EVG 220 Actual airflow: 600 cfm Output capacity: 206000 Btuh 893%of load Meets all requirements of ACCA Manual S. wrightsoft° 2020-Mar-2013.4032 Right-Sude®Universal 2019 19.0.09 RSU20822 Paget .soft HVACX1350 Paradise Point Road_Southold.rup Calc=MJB Front Door faces W - 9 Manual S Compliance Report Job: 1350 Paradise Point Road I t PM r_ Lr E R ,t Date: 3118/2020 AH3 2nd FIN By: , Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Hunttngton,NY 11743 Phone:631-673-0664 Email gdlamay3@gmail com Project • • For 1350 Paradise Point Road, Southold, NY 11971 Cooling,_Equipment Design Conditions Outdoor design DB: 85.6'F Sensible gain: 11148 Btuh Entering coil DB: 75.1°F Outdoor design WB: 72.1 OF Latent gain: 1841 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain: 12988 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer`s Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 16288 Btuh 146%of load Latent capacity: 2301 Btuh 125%of load Total capacity: 18590 Btuh 143%of load SHR: 88% Heating quipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 23505 Btuh Entering coil DB: 71.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: EVG 220 Actual airflow: 600 cfm Output capacity: 206000 Btuh 876%of load Meets all requirements of ACCA Manual S. - - wrightsoft- 2020-Mar-201340.32 �t .�,,• Right-Sude®Universal 2019 19.0.09 RSU20822 Page �+� .soft HV=1350 Paradise Point Road_Southold.rup Calc=MJ8 Front Door faces- W Duct System Summa Job: 1350 Paradise Point Road y Date: 3/1812020 AM 1st Floor By: Katelyn Maieski Horne Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Prpje,c.tl Infor • For: 1350 Paradise Point Road, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.26 in H2O 0.26 in H2O Available static pressure 0.54 in H2O 0.54 in H2O Supply/return available pressure 0.460/0.080 in H2O 0.460/0.080 in H2O Lowest friction rate 0.062 in/100ft 0.062 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) 869 ft :Supply, Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) Wrrl) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bath h 1152 34 30 0.067 4.2 12x 4 ShMt 65.7 625.0 st22 Bath 2 c 587 21 26 0.071 3.8 4x4 ShMt 66.7 580.0 st22 Bedroom 2-A C 3649 133 160 0.073 7.4 12x 4 ShMt 72.3 560.0 st20 Comdor h 187 6 1 0.072 2.1 4x4 ShMt 58.7 580.0 st23 Den C 2980 103 131 0.079 6.7 4x 10 ShMt 70.0 510.0 st19 Entry h 1086 32 11 0.089 3.9 4x4 ShMt 63.7 455.0 stl 9 Hall h 844 25 6 0.062 3.8 12x 4 ShMt 75.7 665.0 st20A Home office h 1230 37 23 0.077 4.2 12x 4 ShMt 367 560.0 st32A Home Office-A h 1230 37 23 0.117 3.9 12x 4 ShMt 28.7 365.0 st32 Kdchen-A c 1987 39 87 0.133 5.2 12x 4 ShMt 25.0 320.0 stl6 Kitchen-B c 1987 39 87 0.118 5.3 4x 6 ShMt 38.7 350.0 st17 Kdchen-C c 1987 39 87 0.106 5.5 12x 4 ShMt 49.7 385.0 stl 8 Living/Dining C 1007 40 44 0.106 4.2 4x 4 ShMt 50.0 385.0 stl 8 Living/Dining-A c 1007 40 44 0 0 4x 0 ShMt 0 0 Living/Dining-B c 1007 40 44 0.133 4.1 U4 ShMt 25.3 320.0 st16 Living/Dining-C c 1007 40 44 0.109 4.2 12x 4 ShNlt 56.0 365.0 stl9 Master Bath h 763 23 9 0.095 3.4 12X4 ShMt 33.7 450.0 st32 Master Bedroom C 1454 62 64 0.071 5.3 12x 4 ShMt 44.3 600.0 st32A Master Bedroom-A C 1454 62 64 0.137 4.6 12x 4 ShMt 35.0 300.0 st32 Mud Room h 4940 148 103 1 0.130 6.4 12x4 ShMt 34.7 320.0 st33 wriightsof t- 2020-Mar-2013.40:32 RightSuite@ Unfversal 2019 19 0 09 RSU20822 Page 1 �C� ...soft HVAC11350 Paradise Point Road_Southold.rup Calc=MJ8 Front Door faces- W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st16 Peak AVF 79 131 0.133 394 6.1 12 x 4 ShtMetl st30 st30 Peak AVF 592 758 0.062 650 13.7 12 x 14 ShtMetl st3 st17 Peak AVF 513 627 0.062 627 12.7 12 x 12 ShtMetl st30 st2OA Peak AVF 25 6 0.062 76 3.8 12 x 4 ShtMetl st20 st20 Peak AVF 158 166 0.062 497 7.7 12 x 4 ShtMetl st19 st19 Peak AVF 395 408 0.062 490 10.8 12 x 10 ShtMetl st17 st21 Peak AVF 61 57 0.067 184 5.3 12 x 4 ShtMetl st19 st22 Peak AVF 56 56 0.067 167 5.1 12 x 4 ShtMetl st21 st18 Peak AVF 79 131 0.106 394 6.4 12 x 4 ShtMetl st17 st3 Peak AVF 960 1044 0.062 671 15.4 16 x 14 ShtMetl st31 Peak AVF 368 286 0.071 552 10.1 12 x 8 ShtMetl st3 st32 Peak AVF 221 183 0.071 441 8.4 12 x 6 ShtMetl st31 st32A Peak AVF 99 87 0.071 297 6.2 12 x 4 ShtMetl st32 st33 Peak AVF 148 103 0.130 443 6.4 12 x 4 ShtMetl st31 st23. Peak AVF 6 1 0.072 17 2.1 12 x 4 ShtMetl st21 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 1000 1089 128.3 0.062 700 15.6 16x 14 ShMt wriight soft" 2020-Mar-20 13 40:32 Right-Sude®Universal 2019 19.0.09 RSU20822 Page ...soft HVAC\1350 Paradise Point Road_Southold.rup Calc=M.18 Front Door faces* W Duct System Summary Job: 1350 Paradise Point Road 11 \t l e R i 5 Date: 3118/2020 AH2 2nd Floor S By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.631-673-0664 Email-gdlamay3@gmaii.com • - • • For: 1350 Paradise Point Road, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.56 in H2O 0.56 in H2O Supply/return available pressure 0.449/0.111 in H2O 0.449/0.111 in H2O Lowest friction rate 0.089 in/100ft 0.089 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 628 ft 'SuRply Branch Detail T,able Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 3 h 841 22 19 0.097 3.5 4x 4 MtFx 80.7 380.0 st6A Bath 4 h 841 22 19 0.099 3.5 4X4 MtFx 72.7 380.0 st6A Bedroom 3 h 2248 58 49 0.089 5.1 4x 6 MtFx 88.0 415.0 st6A Bedroom 3-A h 2248 58 49 0.107 5.0 4x6 MtFx 88.0 330.0 st6 Bedroom 4 h 2120 55 51 0.092 5.0 4x 6 MtFx 71.0 415.0 st6A Bedroom 4-A h 2120 55 51 0.142 4.6 4x 6 MtFx 51.7 265.0 st6 Bedroom 5 c 1011 35 37 0.200 3.7 44 MtFx 24.0 200.0 st6 Bedroom 5-A C 1011 35 37 0.209 3.7 4x 4 MtFx 19.3 195.0 st6 Family Room c 1578 32 58 0.102 5.0 4x 6 MtFx 46.3 395.0 st12 Family Room-A c 1578 32 58 0.122 4.8 4x6 MtFx 38.0 330.0 st12 Loft c 2432 81 90 0.113 5.8 4x 8 MtFx 37.0 360.0 st12 Loft-A c 2432 81 90 0.100 5.9 4x 8 MtFx 53.7 395.0 st12 OTB c 274 8 10• 0.254 2.2 4x4 MtFx 11.7 165.0 st8 OTB-A c 274 8 10 0.198 2.3 4x4 MtFx 26.7 200.0 st8 OTB-B c 274 8 10 0.177 2.3 4x4 MtFx 23.7 230.0 st13 OTB-c c 274 1 8 10 1 0.148 1 2.4 1 4X4 I MtFx 1 38.7 265.0 1 st13 - - wriigtltsogtfi 2020-Mar-2013.4032 Right-Suite®Universal 2019 19.0.09 RSU20822 Page 3 so .. ft HVACU350 Paradise Point Road_Southold.rup Calc=MJ8 Front Door faces W Supply Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 341 314 0.089 512 9.4 12 x 8 ShtMetl st1 st7 Peak AVF 259 336 0.100 505 9.2 12 x 8 ShtMetl SO st1 Peak AVF 600 650 0.089 650 12.0 12 x 12 ShtMetl st8 Peak AVF 16 20 0.198 61 2.8 12 x 4 ShtMetl st7 st9 Peak AVF 242 316 0.100 632 9.0 12 x 6 ShtMetl st7 st12 Peak AVF 226 296 0.100 592 8.7 12 x 6 ShtMetl st9 st13 Peak AVF 16 20 0.148 61 3.0 12 x 4 ShtMetl st9 st6A Peak AVF 157 1'39 0.089 472 7.1 12 x 4 ShtMetl st6 Return Bramb Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox 0 386 378 125.0 0.089 578 9.9 12x 8 ShMt rt1 W Ox 0 214 273 84.0 0.133 545 8.0 12x 6 ShMt rt1 TableReturn,Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 600 650 0.089 650 12.0 12 x 12 ShtMetl wrigh2020-Mar-201340.32 b..�.�.R , RightSude®Universal201919.009 RSU20822 Page �L�1 . soft HVAC11350 Paradise Point Road_Southold.rup Calc=MJ8 Front Door faces W Duct System Summary Job: 1350 Paradise Point Road f'-F, r r ` C"' AH3 2nd FIN Katel Date: 020 * , , • By: atelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email,gdlamay3@gmail.com Pr9ject Information For: 1350 Paradise Point Road, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.56 in H2O 0.56 in H2O Supply/return available pressure 0.410/0.150 in H2O 0.410/0.150 in H2O Lowest friction rate 0.067 in/100ft 0.067 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 841 ft • • Branch Detail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 6 h 691 18 12 0.087 3.3 4x4 MtFx 53.3 415.0 stl 6A Bath 7 h 667 17 12 0.109 3.1 4x 4 MtFx 46.7 330.0 stl 5 Bedroom 6 c 833 38 44 0.076 4.8 4x4 MtFx 60.3 480.0 stl 5A Bedroom&A c 833 38 44 0.067 4.9 4x4 MtFx 65.0 550.0 st15A Bedroom 6-B c 833 38 44 0.084 4.7 U4 MtFx 44.7 445.0 stl 5A Bedroom 7 c 1475 58 78 0.134 5.3 4x6 MtFx 41.0 265.0 st15 Gym c 1955 79 104 0.133 5.9 4x 8 MtFx 42.3 265.0 st14 Gym-A c 1955 79 104 0.182 5.5 4x 8 MtFx 25.3 200.0 st14 Gym-B c 1955 79 104 0.139 5.8 4x 8 MtFx 28.7 265.0 stl 4 Gym-C c 1955 79 104 0.193 5.5 4x8 MtFx 11.7 200.0 st14 Stair Hall h 3020 77 1 43 1 0.190 4.9 1 4x 6 1 MtFx 1 15.3 1 200.0 1 st15 • • Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st14 Peak AVF 315 416 0.133 624 9.4 12 x 8 ShtMetl st2 stl5 Peak AVF 285 279 0.067 427 9.3 12 x 8 ShtMetl st2 st2 Peak AVF 600 695 0.067 695 13.0 12 x 12 ShtMetl st15A Peak AVF 133 145 1 0.067 436 7.3 12 x 4 ShtMetl st15 . wrighffioffi" 2020-Mar-2013 4032 Right-Su de®Universal 2019 19 0.09 RSU20822 Page 5 .soft HVAC11350 Paradise Point Road_Southold.rup Calc=MJ8 Front Door faces W Branch ,Detaif Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (dM) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 150 157 226.0 0.067 471 7.5 12x 4 ShMt rt2 rb2 Ox 0 450 538 209.3 0.072 645 11.7 12x 10 ShMt rt2 ble Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 600 695 0.067 695 13.0 12 x 12 ShtMetl vwrigh... 2020-Mar-2013.40:32 Right-Suite®Universal 2019 19 0.09 RSU20822 Page 6 soft HVAC11350 Paradise Point Road Southold.rup Calc=MJ8 Front Door faces- W Is , r r �tf � �f x l fY3� f w a i Y 4 . ' 00 wi c, E` 4 s &I NOt ik9.,. E ... 3 x p1t i F E� .. g j i e y j33 �. � E . ,. F � �� E r �: � � � � i i f � $ � � 3 � , £ � d �. 3 . . 2. � . � .. r t �� ��;� .. � z � jv. ! � 3 3 �� 1 �' € £ � f 4 ,. Y �� d `s �gg ; G 9 i ro� � � � §g j 55 `� t �- F . .�. Run �/�\ � e .r,. t illlluil it � pl '-r 1 , ✓7v'yW R Yy. or liPT %max i d�f Ij I ( i't9f IIIM1 l'I� �VIII III R � I ' r III iI11�4'�'':I ill 5 � r i xrr z�y�vr� y k9 k� � 4 5 F-1. ,�� � `y�r /-. � ^i�. _���� ��. ,, 1 r � -- �` •.. . r �r � � •Y' �r ,L� _ " c i :� r " �� , t � , . . . -, �.._ �- _ �i�l.:k .. - r I P J , �5`i .�.��' - ��� `y+. �.. s` ri%� T � `�r' � ` ♦ ,r � - ;4r f t � - � � � .� � � �► -.c .,_, .., .- � s _ _ __#. l f.�� a `��i7A y ...yy *g��M�NI�Y�1�� _�:- `��� .r'.:Y'. .s.r.�a .�l��'!�p„�, �_ �j= .moi"'{b .'M l' � rkk r t t _ f r `r . a � '.I �t < �'4 \, d -� ice_ ,� __� � �� .. ; � ` i � l ! S � ! 'r i � 1 �, + i ! i �� �,, .T-..�-^ �' �4i ,� , x �k3°► � °' t r > a i P �A i V "T N 1 } r - w t e w 1 IRV ,. <. .__.Il w' S YG:i.'i # r •4� � jam.4 r ► .. ' � y 1 q� A � I qx z -y •rte ;±�,; ,�r... These first two images show the existing first floor framing This next image shows the existing bathroom partitions that were reframed due to sitting on the existing foundation as per my plans on file with the rotting. Southold Town Building Department. These images taken at the site this weekend shows that the general contractor is following the approved set of drawings utilizing the existing foundation and first floor framing.The removed bathroom partitions will require an update to the Daley Residence - 1350 Paradise Point Road construction drawings on file in the Southold Town Building Department but not a new zoning review. • • • • COMMENTS :fit ; -- l A Air FOUNDATION(IST) 'FOUNDATION (2ND) VA MIST TION" �., _,.. -� R�GYCOVDt i�r�`chi � � ► !�=_� � ., ,1��'� ,— f _ l ADDITIONAL C• M Mom Fill �C•�-� � ICS �-.H�� ��✓I��G1.`,ru 1,a C_L1. '—vim 4�d� i�j �1�-, _� �-�`- - V low OWN my 110 . TOWN OF SOUTHOLD kkVV44- vaorK' BUILDING PERMIT APPLICATION CHECKLI�) 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 ��� CSurvey Sou�tholdtownny.gov PERMIT NO. ' heck Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit ' Examined (/.20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail•to: Disapproved a/c 7 7ho :_ Expiration 20 T Building Inspector PPLICATION FOR BUILDING PERMIT JUL 2 201 . Date4.1 , 20 BtnDINO DEPT- INSTRUCTIONS a. Tl` Ii a on''^a'PiOLD ?f JST 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 shal l 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 Country,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. (Si of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premisesES -,0ejPA (As onithe tax roll or latest deed) If applicanatgo o atiLture:of duly authorized officer Ad title.of corporate-officer.) Builders License NO: ��S` a` = ' '' 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 4 ;, County Tax Map No. 1000 Section �$ Block ® Lot o`?� sion Filed Map No. Lot 'it e existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy \A$Z b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition P4 Alteration P4— Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Q2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of exist structures, if any: Front 7� Rear 7 Depth Height ..Number of Stories' Dimensions of same structure with alterations or additions: Front 7 Rear Depth Height ,3 Number of Stories o? 8. Dimensions of entire new construction: Front Rear Height �Nurnber of Stories h dry 9. Size of lot: Front Rear Depth 10. Date of Purchase 03 :�j Name of Former Owner ..I ' • - 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO�Will excess fill be.removed.from premises? YES NOS 14. Names of Owner of premises � Address Phone No. Name of Architect I v�v 1Uc,c tr c Address- - Phone No Name of Contractor,l e" 1640 cl _ Address ,, (7 , I(-9 Z Q Phone No. 3 -Y c/, - Yv l/ 15 a. Is this property within 100 feet of a tidal wetland or a freshwaterwetland? *YES_{_NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.G. PERMIT MAY REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at,any.point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect t6this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ` being duly swom,.deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE C.SUNCFi (S)He is the Notary,Public, Now (Contractor,Agent, Corporate Officer,etc.), Qualified in Suffolk County Commission Expires Aprlt 14,2-,u 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 20J_J__ Notary Public i a EM of Applicant pt,V., IMA ................... tM;o gil �I'M M, ............ �2-My,/MA), . 29 IRJ \Cx I(N VM "N I r g ig ME I I j Glenn Goldsmith,President �zf so 1/ Town Hall Annex O� yQ 54375 Route 25 Michael J.Domino - l4, P.O.Box 1179 :4 John M.Bredemeyer III• Southold,New York 11971 A.Nicholas Krupski Telephone(631)765-1892 Greg WilliamsQl� �� Fax(631)765-6641 COY„1' -.1 f'�.y7 i :; IT, i.. BOARD OF TOWN TRUSTEES I d TOWN OF SOUTHOLD U JAN 2 5 2021 CERTIFICATE OF COMPLIANCE �, ,. ,- , # 1790C Date:January 19,2021 THIS CERTIFIES that the construction of additions and alterations to the existing dwelling consisting of squaring off seaward side of dwelling and constructing second story_additions to create a 2 Y',story,76 8'x40 8'footprint dwelling,• construct an$'x75.5'seaward side porch; construct a 8x5210' landward side porch-,construct a 13 7'x18 1' bre§gtway leading to a proposed 26'x30'attached gam_ge on landward side of dwelling;reconfigure existing dnyeway. approximately_15-20'to the south to accommodate new garage:con et a 40'x24' swimming pool with 9'x9'hot tub,-install a 60'x63'pool patio with 20sq ft patio connecting pool natio and garage:construct a 34'x18'pool house:and install a 6' wide concrete walkway from pool patio to dwelling, At 1350 Paradise Point Road, Southold j I Suffolk County Tax Map#1000-81-3-23 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 1.2018 pursuant to which Trustees Wetland Permit#9206 i Dated April 18,2018,was issued and conforms to all the requirements and couditions of the applicable pro-visions of law. The project for which this certificate is being issued is for construction of additions and alterations to the existing_dwelling consisting of squaring off j seaward side of dwelling and constructing second-story additions to create a 2 %story__, i 76.81x40.8' footprint dwelling;construct an 8x75.5' seaward side porch:construct a 8'x52.10' landward side porch-,construct a 13.7'x 18 P breezeway leading to a proposed 26x30' attached garage on landwardJside of dwell'ing,reconfi ore existing drivewayapproximately 15'-20' to the_ south to accommodate new garage,construct a 40'x24'swimming pool with 9'x9'hot tub; install a 60'x63' pool patio with 20sa ft patio connecting-D001 patio and garage;construct_a_ 34'x18'pool house: and install a 6' wide concrete walkway_from pool patio to dwelling. i The certificate is issued to Edward &Diane Dale owner of the aforesaid property. i Autho ed Signature I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 . P:(631)444-0365 1 F:(631)444-0360 www.dec.ny gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT/FRESHWATER WETLANDS ACT February 22, 2018 Edward L. Daley 916 Hudson Street Hoboken,NY 07030 Re: DEC# 1-4738-04202/00002 Daley Property, 1350 Paradise,Point Rd., Southold SCTM# 1000-81-3-23 Dear Mr. Daley: Please read all of the information contained in this letter carefully. Based on the information you have submitted,the New York State Department of Environmental Conservation has determined that: The portion of the above property locatdd landward of the functional bulkhead greater than 100 feet in length, as shown on the survey prepared by Nathan Taft Corwin,last revised 1/24/18, which was constructed prior to August 20, 1977, as evidenced on Tidal Wetland Map#718-546 and other historic aerial photographs,-is,beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661),no permit is required to conduct regulated activities landward of that bulkhead. In addition, this parcel is located more than 100 feet away from state-regulated freshwater wetlands located north of the property and is therefore outside the jurisdiction of Article 24 of the ECL (Freshwater Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), and the Freshwater Wetlands Permit Requirements Regulations (Part 663),no permits are required for activities conducted landward of the bulkhead. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the jurisdictional boundaries as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within the jurisdiction of Articles 24, and 25 which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. NEW YORK Department of OPPORO7UNRY Environmental Conservation Please be further advised that DEC has documented the occurrence the piping plover(Charadrius melodus) and least tern (Sterna antillarum), species listed as endangered and threatened, respectively in 6 NYCRR Part 182, in the vicinity of the subject property. We have determined that certain activities, including but not limited to, excavation,the placement of fill, grading, or the operation of mechanical equipment or vehicles on the beach, dune area or within 500 feet of the bulkhead dune at this location during the species' spring and summer nesting season,whether landward or seaward of the jurisdictional boundaries referenced above, may result in the"take" of this threatened species or its habitat within the meaning of Environmental Conservation Law (ECL) § 11-535. The term"take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging,migratory or other essential behaviors, or the adverse modification of the species' habitat. The"take" of a species-listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL § 11-535. In order to avoid the Endangered Species "take" situation and the need for an Endangered Species permit,no activities of the naiure,described above on*the beach, dune area or within the area 500 feet landward of the bulkhead at this location should be conducted between the dates of April 1 and August 31 each calendar year. If you are-unable to comply with the April 1 —August 31 no work window,please contact the undersigned immediately at 631-444-0361. If you have questions about the presence of protected species on or near your property,the potential effects of activities on these species or your responsibilities as a landowner or project 'sponsor under the Endangered Species Regulations,please contact the Regional Wildlife Manager at(631) 444-0307 or 0310. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, R r Evans Regional Permit Administrator KAK/File cc: NYSDEC Habitat NYSDEC MHP NYSDEC Wildlife C. Cuddy,Esq. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 1,2017 TO: John Nastasi (Daley) 321 Newark Street Hoboken,NJ 07030 Please take notice that your application dated May 5, 2017: For permit to construct additions and alterations to an existing single-family dwelling and to a pre-existing accessory building at: Location of property: 1350 Paradise Point Road, Southold,NY County Tax Map No. 1000—Section 81 Block 3 Lot 23 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming71,553 square foot lot in the Residential R-80 District, is not permitted pursuant to Article XXIII Section 280-124,non-conforming lots,which states lots measuring between 60,000 to 79,999 square feet in total size require a minimum side yard setback of 20 feet. The construction has a minimum side setback of 13.5 feet. In addition,the proposed additions and alterations to the pre-existing accessory building is not permitted pursuant to Article I1I, Section 280-15, which states accessory buildings on lots containing 60,000 to 79,999 square feet shall have a minimum side setback of 20 feet. The proposed construction has a minimum side yard setback of 4.4 feet. Authorized ignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 1,2017 AMENDED: July 19, 2017 TO: John Nastasi (Daley) 321 Newark Street Hoboken,NJ 07030 Please take notice that your application dated May 5,2017: For permit to construct additions and alterations to an existing single-family dwelling at: Location of property: 1350 Paradise Point Road, Southold,NY County Tax Map No. 1000—Section 81 Block 3 Lot 23 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming 71,553 ware foot lot in the Residential R-80 District, is not permitted pursuant to Article XXIII Section 280-124,non-conforming lots,which states lots measuring between 60,000 to 79,999 square feet in total size require a minimum side yard setback of 20 feet. The construction has a minimum side setback of 13.5 feet. This Notice of Disapproval has been amended to reflect revised last dated May 24,2017. Authorized Mnatur 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. BOARD MEMBERS *®f SU(/j Southold Town Hall Leslie Kanes Weisman,Chairperson �� y� 53095 Main Road-P.O.Box 1179 �� l0 Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes cn Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ^��Q 54375 Main Road(at Youngs Avenue) Nicholas Planamento lyCDUNI'`I Southold,NY 11971 http://southoldtownny.gov ® in'•v ZONING BOARD OF APPEALS �, I_r/ TOWN OF SOUTHOLD NOV 2 7 2017 In Tel.(631)765-1809-Fax(631)765-9064RE CEIVED To"'Vj-q OF SOIJ`I'BOLDFINDINGS,DELIBERATIONS AND DETERMINATIO OV 2 2 n2017 MEETING OF NOVEMBER 16,2017 LG, LQ ZBA FILE 7099 Southold Town Clerk NAME OF APPLICANT: Edward and Diane Daley PROPERTY LOCATION: 1550 Paradise Point Road, Southold,NY SCTM No. 1000-81-3-23 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 H 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 August 7, 2017 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 October 23, 2017 recommending that the proposed action is EXEMPT from LWRP review and that the action will not impact a regulated natural feature and is not located within the Coastal Erosion Hazard Area(CEHA). PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 71,553 sq. ft.parcel located in the R-80 Zoning District measuring 125.01 feet fronting Shelter Island Sound along the easterly property line, measuring 571.98 feet along the southerly property line, measuring 125.00 feet fronting Paradise Point Road along the westerly property line and measuring 572.87 feet along the northerly properly line adjacent to a 10 foot right of way. The property is improved with a one and one-half story frame & brick house with a rear porch and an accessory frame garage as shown on a survey prepared by Nathan Taft Corwin III, L.S., last revised November 3, 2016. BASIS OF APPLICATION: Request for Variances under Article III, Section 280-15; Article XXIII, Section 280- 124; and the Building Inspector's June 1, 2017 Notice of Disapproval, amended July 19, 2017 based on an application for a permit to construct additions and alterations to an existing single family dwelling at: 1) Single family dwelling located less than the code required minimum side yard setback of 20 feet; at: 1350 Paradise Point Road, (Adj.to Southold Bay), Southold,NY, SCTM#1000-81-3-23. RELIEF REQUESTED: The applicant requests a variance for proposed alterations and additions to an existing single family dwelling which will enlarge it to two and one half stories, and will include an attached two car garage Page 2,November 16,2017 #7099, Daley SCTM No. 1000-81-3-23 accessed via a conditioned mudroom/breezeway, having a setback of 13.5 feet from the side yard property line where the code requires a minimum of 20 feet. ADDITIONAL INFORMATION: The applicant's attorney, Charles Cuddy, explained that the side yard setback of the proposed additions to the dwelling will maintain the existing non-conforming 13.5 foot side yard setback. The Board heard testimony from the neighbor residing to the south of the subject property, and received a letter from him indicating that he has no concerns with the proposed construction, and therefore, supports the proposed application for variance relief. The applicant's architect, John Nastasi presented to the Board additional plans, which included a color rendering of the finished dwelling and proposed locations of accessory structures not part of this application; i.e.,not requiring variances FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 2, 2017 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The parcel is a non-conforming, 71, 533 sq. ft.parcel having ample depth of 572 plus feet. The proposed construction will be substantially set back from the road and the additions and alterations are in keeping with the size and style of other dwellings in the neighborhood.Both of the subject side yards are screened from adjacent properties with solid wood fencing and the proposed non-conforming 13.5 foot side yard setback already exists and will be maintained. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. The applicant wishes to build an attached garage rather than an accessory garage. The subject dwelling already exists with a 13.5 foot side yard setback. The proposed attached garage has a side yard setback of 14.5 feet and 15.5 ft.; and moving it to a conforming 20 feet would require major changes on the easterly side of the home; place it partially in front of the dwelling, thereby blocking light, air and view, and would produce an awkward and dysfunctional floor plan. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 32.5% relief from the code. However, the house pre-dates zoning and the existing 13.5 foot non-conforming side yard setback will be maintained. 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 §267-b(3)(b)(5). The variance requested is self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to the existing dwelling including an attached garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,November 16,2017 #7099,Daley SCTM No. 1000-81-3-23 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Acampora, and duly carried,to GRANT the variance as applied for, and shown on the Site Plan and Floor Plans(Pages A-00 ru -004,A-101 thru A-103,A-201 thru A-204 and A-301)by John Anthony Nastasi,R.A., last revised May 4,2017. 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(3) 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), Goehringer,Dantes,Planamento,and Acampora. This Resolution was duly adopted (5-0). ` Leslie Kanes Weisman, Chairperson Approved for filing /// aC /2017 . BOARD MEMBERS �of soyo Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O l0 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Q Town Annex/First Floor, Robert Lehnert,Jr. Ol 54375 Main Road(at Youngs Avenue) Nicholas Planamerito �Irou � Southold,NY 11971 http://southoldtovmny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 October 25, 2019 , Charles R. Cuddy Attorney at Law OCT 2 8 2019 445 Griffing Avenue Riverhead,NY 11901 Re: De Minimus Request,File# 7099 Daley, 1350 Paradise Point Road, Southold SCTM No. 1000-81-3-23 Dear Mr. Cuddy, I received your email correspondence, dated October 15, 2019, requesting a,de minimus determination relating to the proposed additions and alterations to the single-family residence located on the property cited above. I am also in receipt of the e mail from the applicant's architect, John Nastasi,with related photos Mr. Nastasi explained that, during construction the general contractor removed two interior non-load bearing bathroom partitions that were not called out on the architectural drawings stamped as approved by the ZBA for side yard variance relief for additions and alterations to the as built dwelling (ZBA #7099 November 16, 2017). He further explained that the existing wood studs of the partitions were too deteriorated to salvage. According to the photos taken by the Building Department during an inspection of the subject property, and submitted to my office, additional exterior walls have also been removed, thereby exceeding the scope of approval by the, ZBA. They have further informed me that the construction undertaken on the subject dwelling may now constitute a demolition. According to Town Code definition, Section 280-4, a demolition is "any removal of,a structure'of portion thereof, where the total cost of reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start,of removal." At the October 24, 2019 Special Meeting of the Board of Appeals, I discussed your request with the members of the Board. Since a demolition is not a de minimus chane from an approval for additions and alterations,to properly consider your request,the Board of Appeals would need to receive certified, signed and stamped plans from Mr.Nastasi, as architect of record, comparing what was originally approved by the ZBA, exactly what has been removed to date, and calculations demonstrating that the demolition that has taken place so far has not exceeded 50% of the market value of the original dwelling. If the construction to date is now greater than 50%, then the."a plicant/homeowner will be required to r �rn to the Building�nartnt to nhta;n a new Notice of isappro'va ora emo ition with anon- ' Page 2, DeMmimus Daley, SCTM No. 1000-81-3-23 conforming side yard setback and apply to the ZBA for a variance. In the alternate, your client has the option to conform to the 20-foot single side yard setback, in which case no ZBA relief will be necessary. Please contact our office for any additional questions or concerns. J rel A ie Kan s Weisman Chairperson/Department Head CC: Michael Verity, Building Department William Duffy, Town Attorney John Nastasi, Architect BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson , , 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes r,3 Town Annex/First Floor, Robert Lehnert,Jr. i"'`°•c+ 54375 Main Road(at Youngs Avenue) Nicholas Planamento1 ' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD _ Tel.(631)765-1809•Fax(631)765-9064 ' LsJune 3,2021 `���� Charles Cuddy JUN 7 202 Attorney at Law P.O. Box 1547 1 Riverhead NY 11901E:N_.n)1tR? `�'Sq' RE: Appeal#7099,Edward and Diane Daley SCTM No. 1000-81-3-23 Dear Mr. Cuddy; The following resolution was adopted by the Zoning Board of Appeals on June 3,2021: WHEREAS,the Town of Southold Zoning Board of Appeals ("the Board")has received a written request for an extension the variance relief from the applicant,through their attorney, on File No. 7099 for Edward and Diane Daley located at 1550 Paradise Point Road, Southold,more particularly known as Suffolk County Tax Map No. 1000-81-3-23; WHEREAS,the Board notes, and the applicant acknowledges,that the request for an extension has been made after the date on which the variance expired, and; WHEREAS, Section 280-146 (B)requires that a written request for an extension be made prior to the expiration of the variance, and; WHEREAS, the applicant's attorney has requested that the applicant not be required to reapply for the expired variance relief on various grounds, including but not limited to:the completion of the project,the recent expiration of the variance, a delay caused by a stop work order, delays caused by a shutdown of construction due to the COVID-19 pandemic, as well as delays caused thereafter by shortages in the supply chain due to the COVID-19 pandemic, and; WHEREAS,the Board,pursuant to Section 280-146 (B)has the power to vary any regulation contained in Chapter 280 so that the spirit of the chapter is observed,public safety and welfare preserved and that substantial justice is done, including the requirement that a written request for an extension must be provided prior to expiration of the variance, and; Resolution—Edward and Diane Daley SCTM No. 81-3-23 WHEREAS, the Board has determined that based upon the factors set forth by the applicant's attorney as cited above,that in this instance it is necessary for the Board to vary the requirement that a written request for an extension be made prior to the expiration of a variance,therefore be it; RESOLVED, the Board with regard to the request for an extension of the variance granted in File No. 7099 elects to vary the requirement that a written request must be made prior to the expiration of the variance, and be it further; RESOLVED,the Board hereby grants a sixty (60) day extension of the variance relief granted in File No. 7099,from the date of the May 20, 2021 Special Meeting,to"x ire.ai,Atibst 2,'2{21. Please contact our office if you have any questions or concerns. Si erel}�, Leslie K. Weisman Chairperson j J Scott A. Russell ,� °SU` '� STORI��] WA\TE K SUPERVISOR z IWANA(G IENHENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) --DOES '1�S PROJECT INVOLVE ANY OF THE lFO LLOVa NG: (CHECK ALL THAT APPLY) Yes No ❑P A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; ❑P B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ,I ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑�] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ /] E. Site preparation within the one-hundred-year f loodplain as depicted 1 on FIRM Map of any watercourse. ❑P 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 Cbeck List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) - S.C.T.M. 1 OOO Date District NAME: 7 - NAME: � W(�� �i^' �i/ ®-5 Section Block L S°°`""' FOR BUILDING DEPARTNIENTT L'-SE ONLY"" Contact Information :fd<pnanc Namba t\'/WQ+`��A" Reviewed By: Date: Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. — — Stormwater Management Control Plan Not Required. w 9 �7 F] Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 cc 0 FFRE BUILDING DEPARTMENT- Electrical Inspector QG TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 s Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 1 roger.richert(c_Dtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: VE:Ent Date: Company Name: Ccs c r C Inc, Name: 160-1 + License No.: ME email: Address: Phone No.: Ca31 - GZ9-I I0 JOB SITE INFORMATION: (All Information Required) Name: d)C-WCV- Address: -S g�,p`�� c„ a4D 'ov f'p Cross Street: Phone No.: 6e3( - BIdg.Permit#: { _ � � � !1V��iw� �' email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) .ice (2f 1441 f®a Circle All That Apply: Is job ready for inspection?: YES / 10 Rough In Final Do you need a Temp Certificate?: YE NO Issued On /Q-9 •/4? Temp Information: (All information required) Service Size 1 P 3 Ph Size: ®d '# Met rs d Meter# New Service - Fire Reconnect Flood Re ect- ZervLiceRe:connect - Underground Overhead # Underground Laterals 1 2' Fra Pole Wor done on Service? Y N Additional Information: 5 l? AAG`W� PAYMENT DUE WITH APPLICATION �6 I D A-L� Request for Inspection FormAs cp C' �� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 • y�►ol DEPARTMEidT--_-- __---- _ - NOTICE OF UTILIZATION OF TRUSS-TYPE.CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AMNO a TIMBER CONSTRUCTION Date:. Owner. a Loeatjvn-of Property: °=- 0"�.✓�. ; `sem �d�-: . ' � Pl asO take notice that th Ch6ck-appffioblWline): New commerdall=oi",�KcsIftntl~ � stru ?;r .Addition to re ids entiaf s#Vqt re habilita .an existing,immmerciai or resi+�.eriti�lsstruct�re,= to be:,cop f-performed at the subject property reference above.-W. t0 ize (check applicable'- 17,'-� =" < _ Truss type-i0n$truction(TT) Pre-engiriee 0rvction{PW), Timber consbiA6 Y-:( in the following location(s) (checVapplicabfeline): C�— Floor framing, including girders and beams (F) a Roof framing (R) Floor and roof-framing (FR) 1 Signature: �y+ / Name (person submitting this form): C0 4— Capacity (check applicable line): Owner Owner representative TrussReg15.do'cx Effective 1/12015 nastasi architects November 18, 2019 Re: Diane and Ed Daley Residence 1350 Paradise Point Road, Southold Chief Building Inspector Verity, As Architect of Record for the renovation and expansion of the Daley Residence at 1350 Paradise Point Road in Southold, I have prepared the following assessment in accordance with the Demolition Definition as it appears.In the Town of Southold Ordinance Chapter 280-4 Definitions. The definition of Demolition reads as follows: "Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal" As per the Formal Appraisal completed by Rodgers and Taylor Appraisers, dated October 26, 2016, attached herein and made a part:of this document, the existing value of the home at the time of purchase and prior to partial removal is$1,271,200 (total indicated value of$3,271,200 less site value of$2,000,000).With minor improvements made over the 2.5 years since its purchase, we can conservatively assess the existing value of the home at$1,300,000.* *Does not take into account any appreciation In real estate value over the last three years. The existing residence at 1350 Paradise Point Road, constructed in 1968, has the following square footage breakdown: • Foundations/ Basement 2,594 s.f.** • First Floor 2,594 s.f. • Second Floor/Converted Attic 1,677 s.f. Total Square Footage 6,865 s.f. **Basement square footage Includes 924 sf of full height space and 1,670 sf of crawl space. Cost of the reconstruction of the structure or portion thereof: Area sf %Removed Unit Cost Reconstruction Cost Basement 2,594 0% $ 80 $ 0 First Floor 2,594 60% $190 $ 295,716*** 'Second Floor/Attic 1,677 100% $190 $ 318,630 Totals $614,346 Reconstruction Cost as a percentage of Original Value 47% ***A removed percentage of 60% has been assigned to the first floor based on keeping 100% of the floor framing and approximately 50% of the wood partitions.All finishes have been removed. 321 newark street, hoboken, nj 07030 tel: 201,653.2577 Fax: 201.653.2642 nastasi architects Findings In my professional assessment, the cost of reconstruction of the portion of the structure removed as a percentage of the market value of the existing structure before the start of removal is approximately 47%. Since this percentage does not exceed 50% of the market value, the project should not be considered a Demolition, as defined in the town code. If you have any questions regarding this evaluation, or need any additional information, please do not hesitate to contact me. wN Sincerely, 1.0 �4tfi` .a John Nastasi, Architect Cc: Diane Daley, Owner Ed Daley, Owner 321 newark street, hoboken, nj 07030 tel: 201.653.2577 fax: 201.653.2642 s ROGERS&TAYLOR APPRAISERS,INC. File No. 102691 APPRAISAL OF r, SINGLE FAMILY RESIDENCE LOCATED AT: 1350 PARADISE POINT ROAD SOUTHOLD,NY 11971 FOR: BYN MELLON,N.A. 201 WASHINGTON STREET BOSTON,MA 02108 BORROWER: DALEY,EDWARD AND DIANE AS OF: October 26,2016 BY: THERESA HASSAN 300 WHEELER ROAD,SUITE 302,HAUPPAUGE,NEW YORK 11788 (631)134-3300 ROGERS&TAYLOR APPRAISERS,INC. File No 102691 BYN MELLON,N A. 201 WASHINGTON STREET BOSTON,MA 02108 File Number 102691 In accordance with your request, I have appraised the real property at. 1350 PARADISE POINT ROAD SOUTHOLD,NY 11971 The purpose of this appraisal is to develop an opinion of the market value of the subject property,as improved. The property rights appraised are the fee simple Interest In the site and improvements In my opinion,the market value of the property as of October 26,2016 is: $3,250,000 Three Million Two Hundred Fifty Thousand Dollars The attached report contains the description, analysis and supportive data for the conclusions, final opinion of value, descriptive photographs, limiting conditions and appropriate certifications THERESA HASSAN 300 WHEELER ROAD,SUITE 302,HAUPPAUGE,NEW YORK 11788 (631)4343300 ROGERS AND TAYLOR APPRAISERS,INC Uniform Residential Appraisal Report Fite No 102691 The purpose of this summary appraisal report Is to provide the lender/client with an accurate,and adequately supported,opinion of the market value of the subject property Pro erlAddress 1350 PARADISE POINT ROAD City SOUTHOLD State NY ZI Code 11971 Borrower DALEY EDWARD AND DIANE Owner of Public Record KOLYER,STEPHEN AND ANDREA County SUFFOLK Legal Description DISTRICT.1000 SECTION-81 BLOCK 3 LOT.23 SMSA#5380 Assessor's Parcel# 1000-081.00-03 00-023 000 lax Year 2016 R E Taxes$21,727.17 Nel hborhood Name PARADISE POINT Ma Reference HAG-44-N3-37 Census Tract 1702 01 O< n X OwnerLJTenam LJVacant Special Assessments$N/A LJPUD HOA$ LJ per year ermonth Pfoperry Rights Appraised W Fee Simple LJ Leasehold Other(describe) Assignment e W Purchase Transaction Li Refinance Transaction U Other(descrbe) Lender/Client BYN MELLON N.A Address 201 WASHINGTON STREET BOSTON MA 02108 Is the subject property currently offered for sale or has it been offered for sale In the twelve months prior to the effective date or this appraisal? X Yes UNo Report data source(s)used,offering price(s),and date(s) MLS#2845242 THE SUBJECT HAS BEEN LISTED SINCE-4/18/2016,MOST RECENT LP$ 3,595,000.00 LIST AGENT DAVID TORRES SELLING AGENT DAVE KAPELL I X did U did not analyze the contract for sale for the subject purchase transaction Explain the results of the analysis of the contract for sale or why the analysis was not performed THE CONTRACT OF SALE WAS SUBMITTED FOR REVIEW AND APPEARS TYPICAL WITH NO SELLERS CONCESSIONS NOTED. Contract Price$3,250,000 Dale of Contract 10/2016 Is the property seller the owner of public record? X Yes LJNo Data Sources COMPS INC Is there any financial assistance(loan charges,sale concessions,gift or downpayment assistance,etc)to be paid by any party on behalf of the borrower? LJYes X No If Yes,report the total dollar amount and describe the items to be paid Note Race and the racial composition of the net hborhood are not appraisal factors Nelghbcrhood Characterlstics One-Unit Housing Trends One-UnI[Housing Present Land Use% Location QUban X Suburban Rural Property Values Increasing X Stable UDeciming PRICE AGE One Unit 75%% Built-Up X Over75% 25-75% LJ Under 25% Demand/Supply U Shortage LXJ In Balance Uover Supply $(000) ) 24Unit % Growth URapId M Stable LJSIow I Marketin Time Li Under 3 mths U 3 6 mths M Over 6 mths 300 Low 0 Multi Family % Neighborhood Boundaries THE LONG ISLAND SOUND TO THE NORTH ORIENT TO THE EAST 3500 High 200 Commercial 5%% THE PECONIC BAY TO THE SOUTH MATTITUCK TO THE WEST. 600 Pred 25 Other VAC 20%% Neighborhood Description SEE ATTACHED ADDENDUM THE SUBJECT EXCEEDS THE PREDOMINATE VALUE OF THIS AREA DUE TO IT IS A WATER FRONT PROPERTY Market Conditions(including support for the above conclusions) SEE ATTACHED ADDENDUM Dimensions 125 X 592 61 X 125 X 594 05 Area 1 75 ACRES Shape RECTANGULAR Yew BAY FRONT S eccZonin Cas" R-80 ZoningDescription SEE ATTACHED ADDENDUM Zonin Com ce Le al X Le al Nonconforming Grandfathered Use No Zonin Illegal(describe) Is the highest and best use of the subject property as improved(or as proposed per plans and specifications)the present use; Yes X No If No,describe Utilities Public Other describe Public Other describe) Off-sltelm rovements—T Public Private Electrics X 150 AMP CB Water X TOWN Street ASPHALT X Li Gas X PROPANE SanitarySewer X CESSPOOL AlleyNONE Li U FEMA S ectal Flood Hazard Area Yes X No FLMA Flood Lone X FEMA Ma # 36103CO 167H FLMA Ma Date 09/25/2009 Are the utilities and oil site Improvements typical forme market areal X Yes No If No,describe Are there any adverse site conditions of external factors(easements,encroachments,environmental conditions,land uses,etc)7 Yes X No If Yes,descnbe SEE ATTACHED ADDENDUM GENERAL DESCRIPTION FOUNDATION EXTERIOR DESCRIPTION materials/condition INTERIOR materials/condition U nitsOne One wthAccessor Unit Concrete Slab X Crawls ace Foundation Walls CONCRETE/GD Floors HARD WD/GD of Stories 2 Full Basement X Paroal Basement Exterior Walls CEDAR/GD Walls DRYWALUGD Det Att S-Det/EndUmt Basement Area 924 s 0 Roof Surface ASPHALT/GD. Trim/Finish WOOD/GD Pro aced Under Const Basement Finish 0 % Gutters&Downspouts ALUM/GD dam Floor CER/GD FARM RANCH OutsideEntr/Exit Sum Pum 1NndowT a VARIED/GD BathWamscot CER/GD 968 Evidence of Ll Infestation Storm Sash/Insulated YES/GD Car Stora a LJNone Effective Age rs)12 1 Dam ness I I Settlement Screens YES/GD X Driveway #of Cars 4 Attic WNtine Heating LJFWA14HVVBBIRadiant Amenities WoodStove s 90 Drivewa Surface ASPHALT Drop Stan LJ Stairs LJ Other I Fuel 01L W Fire lace(s)#1 LJFence X Gara a #of Cars 2 Floor X Scuttle cooling Central Air Conditionin X Patio/Deck CON X Porch COV. Car ort #of Cars 0 Finished Heated Individual Other Pool X Other BULKHEAo Att IXID.t I JBuilt-in Appliances IXJRefnqerator X Ran e/Oven X Dishwasher LJDjsposal X Microwrave X Washer/Dr er LJ Other describe Finished area above grade contains 10 Rooms 6 Bedrooms 5 Bath(s) 4,271 Square Feet of Gross Living Area Above Grade Additional features(special energy efficient items,etc) SEE ATTACHED ADDENDUM • Describe the condition of the property(including needed repairs,deterioration,renovations,remodeling,etc) SEE ATTACHED ADDENDUM Are there any physical deficiencies or adverse conditions that affect the livability,soundness,or structural integrity of the property] Yes W No If Yes,describe SEE ATTACHED ADDENDUM Does the property generally conform to the neighborhood(functional utility,style,condition,use,conslructron,etc)? X Yes No If No,descnbe SEE ATTACHED ADDENDUM Frefte Mac Form 70 March 2005 Nmd,,ad..g Act s.ft, e6002346727—a-ho. Fannie Mae Fam 1009 Marcri 2005 Pagel 016 1004_05 090909 ROGERS AND TAYLOR APPRAISERS,INC. Uniform Residential Appraisal Report File No 102691 There are 5 comparable Properties currently offered for sale In the subject neighborhood ranging In price from$ 2,000,000 to$ 4,000,000 I here are 9 comparable sales in the subject nei hborhood within the past twelve months ran rut In sale price from$ 2,000,000 to s 4,000,000 FEATURE I SUBJECT COMPARABLE SALE NO 1 COMPARABLE SALE NO 2 COMPARABLE SALE NO 3 1350 PARADISE POINT ROAD 1165 WEST ROAD 121 RAM ISLAND DRIVE 4800 PARADISE POINT RD Address SOUTHOLD CUTCHOGUE SHELTER ISLAND SOUTHOLD Proximity to Subject 4 79 MILES SW 5 76 MILES NE 0 50 MILES NE Sale Price $ 3,250,000 s 3,599,000 Is 3,950,000 1$ 2,100,000 Sale Pnce/Gross Liv Area $ 760.95 s lt $1,713.81 sq it I s 1,50 76 sq it s 700 00 sq it Data Sources INSPECTION MLS#2842586 COMPS INC MLS#2836854 Verification Sources MLS/BROKER COMPS INC COMPS INC/BROKER VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION 0$Adjustment DESCRIPTION ()$Ad strnert DESCRIPTION .()$Adesmern Sale or Financing CASH CONV. CASH Concessions N/A D 0 M-UNKNOW DOM-UNKNOW D O M-38 DAYS Date ofSale/rime 10/2016 10/21/2016 04/21/2016 05/26/2016 Location GOOD GOOD GOOD GOOD Leasehold/Fee Simple FEE SIMPLE FEE SIMPLE FEE SIMPLE FEE SIMPLE Site 1 75 ACRES 140 ACRES +105,000 2.6 ACRES -255,000 .63 ACRES +336,000 View BAY FRT/BEACH BAY FRT/BEACH BAY FRT/BEACH BAY FRT/BEACH Design(Style) FARM RCH/GD TRAD/GD RANCH/GD CONTEMP/AVG +210,000 Quality of Construction AVERAGE GOOD -200,000 AVERAGE AVERAGE Actual Age 48 YEARS 112 YEARS 60 YEARS 45 YEARS Condition GOOD VERY GOOD -200,000 GOOD GOOD Above Grade T.ad Bdans Baths Taal Banns Bans Total I Bdms I Baths Taai Bans ea s Room Count 101 61 5 9 4 2 +60,000 71 31 20 +60,000 9 4 3 +40,000 Gross LNM Area 150 4,271 sq it 2,100 sq t 325,700 2,632 sq it 245,900 3,000 sq it 190,700 Basement&Finished PART FULL -25,000 PART NONE 40,000 Rooms Below Grade UNFIN PT FIN -12,500 FINISHED -25,000 Functional Utility GOOD GOOD GOOD GOOD Heating/Cooling ADEQ/NONE ADEQ/CAC -10,000 ADEQ/CAC -10,000 ADEQ/CAC -10,000 Energy Lfficlentltems RNONE . THERM WIND THERM WIND. THERM WIND Gera elCar ort GE z CAR FiN LOFT -75,000 2 CAR GARAGE 2 CAR GARAGE Porch/Paro/Deck TIO SCR PORCH,PA GUEST HSF/PT/rERR -300,000 PATIO 1 FIREPLACE 2 FIREPLACE -10,000 2 FIREPLACE -10,000 NONE I/GPOOLrrENNISCT -100,000 NONENA BULKHD,DOCK -75,000 BULKHD +25,000 BULKHEAD +25,000 NetAdustment ota + Z- is 106,800 X- $ 369,100 Z, s 821,700 Adjusted Sale Price NetAdJ -30%°6 NetArf -93%°k NetAdj 39.1°/P� of Com ambles Gross Ad 30 2°/BG s 3 492 200 Gross Ad 26 1°/P� $ 3 580 900 GrossA 41.0°/Ph s 2,921,700 I X did dot not research the sale or transfer history of the subject property and comparable sales If not,explain M research Udid LXJ did not reveal any prior sales or transfers of the subject property for the three years prior to the effective dale of this appraisal Data sources COMPS INC M research Ljdid X vel any prior sales or transfers of the comparable sales for the year prior to the date of sale of the comparable sale Data sources COMPS INC Report the results of the research and analysis of the prior sale or transfer In tory of the subject property and con arable sales(report additional prior sales on a e 3 ITEM SUBJECT COMPARABLE SALE NO 1 1 COMPARABLE SALE NO 2 1 COMPARABLE SALE NO 3 Date of Prior Sale/rransfer 05/14/2010 Price of Prior Sale/rransfer 2400000 Data Sources COMPS INC COMPS INC COMPS INC COMPS INC EtecoveDate ofData Sources) 11/1/2016 11/1/2016 11/1/2016 11/1/2016 Analysis ofpnor sale or transfer hisimy of the subject property and comparable sales PRESENT OWNER PURCHASED THE SUBJECT PROPERTY 05/14/2010 FOR$2,400,000 00. Summary of Sales Comparison Approach SEE ATTACHED ADDENDUM Indicated Value by Sales Comparison A roach$ 3,250,000 Indicated Value by Sales Comparison Aoath s3,250,000 CostA roach If develo ed$3,271,200 Income Approach(it developed)$ SEE ATTACHED ADDENDUM • This appraisal Is made X'as Is; 0 subject to completion per plans and specltcabons on the basis of a hypothetical condition that the Improvements have been completed, ❑subject to the following repairs or alterations on the basis of a hypothetical condition that the repairs or alterations have been completed,or ❑subject to the follovong required • Inspection based on the extraordnary assumption that the condition or detciency does not require alteration or repair SEE ATTACHED ADDENDUM Based on a complete visual Inspection of the Interlor and exterior areas of the subject property,defined scope of work,statement of assumptions and limiting conditions,and appraiser's certification,my(our)opinion of the market value,as defined,of the real property that Is the subject of this report Is$ 3,250,000 asof OCTOBER26 2016 ,which is the date of inspection and the effective date oflhlsappraisal. Freddie Mac Fam lO March 2005 Pt° cad mrgAct sonata.80°234 ear-aclneicoaa Fa-Mae Fosn1004 March2005 PaT2a6 1004-05 090909 Rogers&Taylor Appraisers Inc ROGERS AND TAYLOR APPRAISERS,INC. Uniform Residential Appraisal Report File No 102691 COST APPROACHTOVALUE(notre ulredb Fannie Mae Provide adequate Information for the lender/chem to replicate the below cost fi ures and calculations Support for the opinion of site value(summary of comparable land sales or other methods for estimating site value) SEE ATTACHED ESTIMATED UREPRODUCTIONOR XREPLACEMENT COST NEW OPINION OF SITE VALUE =$ 2,000,000 Source of cost data LOCAL BUILDERS AND SUPPLIERS Divelling 4,271 sq Ft cd$ 25000 =$ 1,067,750 Quality rating from cost service AVG Effective date of cost data CURRENT Bsmt 924 Sri Ft c9$ 5000 =$ 46,200 Comments on Cost Approach(gross living area calculations,depreciation,etc AMENITIES 200,000 SEE ATTACHED ADDENDUM Gara e/Car on 500 Sri Ft @$ 5000 =$ 25,000 Total Estimate of Cost-New =$ 1,338,950 Less 60 Physical I Functional I External Depreciation $267,790 1 =$( 267,790 Depreciated Cost of Improvements =$ 1,071,160 'As-7s'Value of Site improvements =$ 200,000 Estimated Remaining Economic Life(HUD and VA only) 48 Years INDICATED VALUE BY COST APPROACH =$ 3,271,200 INCOME APPROACH TOVALUE(notre uired by Fannie Mae) Estimated Monthly Market Rent$ X Gross Rent Multiplier =$ Indicated Value by Income Approach Summary of Income Approach(Including support for market rent and G RM) PROJECT INFORMATION FOR PUDs(ifa hcable) Is the develo er/bulder In control of the Homeowners'Association HOA Yes X No Unit t e s Detached UAttached Provide the followng Information for PVDs ONLY d the developer/builder Is in control of the HOA and the subject property Is an attached dwelfing unit Legal name of project Total number of phases Total number of units Total number of units sold I otal number of units rented I otal number of units for sale Data source(s) Was the project created b the conversion of an exishn buildin s Into a PUDE Yes No IL Yes,date of conversion . Does the project contain an multi dwellingumis? Yes No Data source s Are the units,common elements,and recreation facilities completes UYes UNo If No,describe the status of completion Are the common elements leased to or by the Homeowners'Association? LJYes UNo If Yes,describe the rental terms and options Describe common elements and recreational fac0ities FrWcha Mac Farm 70 March 2005 Pioercea—gA[i cdnnia 8082ae 8727 tont.,menton Farne Mae Fam 1004 March 2005 Pap3or6 1004_05090909 l � a � JNH Builders, Inc. 126 Point Street MAR 1 6 2021 P.O. Box'302 South Jamesport, NY 11970 (631) 445-4011 jnhbuilders@gmail.com March 11, 2011 Re: 1350 Paradise Point Road, Southold, INT' 11971 As per my conversation with John Jarski on March 5, 2021, he required I submit the following items for review and towards closing-out the job: Pool House 4 Soo Photo of the hot water tank relief valve's extension piping. Photo of the exterior shower with no structural enclosure. , V \� Specifications on the minisplit. Blower door test results. Main House y 65 a 4 DC315 fireproofing letter stamped. Photo of lag bolts on Lally columns in Basement. Photo of handrail to Basement. Thank you. Sincerely, Jeff Hallock ACC>R00® CERTIFICATE OF LIABILITY INSURANCE DAO (MMIDDIYYYY) 7/27/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CER'T'IFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE 18SUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policypes) must be endorsed.If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements, PRODUCERcoNEACT Heywood Orenstein CompasspointInsurance Svcs,Inc. PHONE 631 731-6000 FAX o: (866)-531-5301 5018 Expressway Dr.South Ste.202 r1 ismith@cpinsurarkwny.com INSURER AFFORDING COVERAGE NAIC#/ Ronkonkoma NY 11770 INSURERA: UTICA FIRST INS CO INSURED INSURER 9: JNH BUILDERS INC. INSURER c, PO BOX 302 INSURER D: INSURER E SOUTH JAMESPORT NY 11970-0302 .wSURER F: COVERAGES CERTIMATE.NUMBER. REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED'ABOVE FOR TOE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CON6MON'OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUEMOR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS LTR TYPEOFINSURANCE POLICY NUMBER LIC EFF �MIIDCDY YY UMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1000000 X1 CLAIMSMADE F—I OCCUR PREMISES oeeurrvtre $ 50000 MED ECP(Any one person) S 10000 A ART141778602 0$12212017 08/22/2018 PERSONAL&ADV IN;IuRY S 1000000 Gen AGGREGATE UMITAPPLIESPER- GENERAL AGGREGATE $ 1000000 POUCYEI JECT 0 LOC PRODUCTS-COMPIOPAGG t 2000000 OTHER: S AUTdMORLP LIABILITY CEOMBBII LISW. LIMIT S ANY AUTO BODILY INJURY(Per person) $ ALL SCHGDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE S HREDAUTOS AUTOS Pe accident S UMBRELLA UAB OCCUR EACH OCCURRENCE' S EXCESS UAB CLAIM&WOE AGGREGATE S D RETENTION S $ WORKERS COMPENSATION I STATUTE EOR LIABILITY EMPLOYERS'LIABILITY YI N ANY PROPRIETORIPARTNE`R!E(ECUIIVE ❑NIA EG L EACH ACDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) EL DISEASE-EA UIPLO S Iryes desodba under DESCRIPTION OF OPERATIONSheiow EL DISEASE-POLICYUMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHiCLFS OCORD 101,Additional Remarks Schedule,may be adschod it morn space Is roquirom Carpentry CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE b(PIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 AUTHORIZED REPRESENTATIVE SOUTHOLD NY 11971 ©1988=2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD aCC)RV CERTIFICATE OF LIABILITY INSURANCE DATE 11/512020(MMIDDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL NSURED,the pollcy(ies)must be endorsed. If SUBROGATION IS WAVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER GUN FAC F NAME: Heywood Orensteln CompassPolntInsurance Services Inc PHONE -731-6000FA A/c No Ext) (AIC,No) 631-731-6000 1549 Main Road AAJL DDRESS, offlceecpinsured corn INSURER(S)AFFORDING COVERAGE NAIC 9 Jamesport NY 11947 INSURER A: UTICA FIRST INS CO INSURED INSURER B. JNH Builders,INC INSURER C: PO BOX 302 INSURER D: PO Box 302 INSURER E SOUTH JAMESPORT NY 119700302 INSURER F• COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DDIYYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X CLAIMS-MADEOCCUR PREMISES(Ea occurrence) $ 50,000 MED EXP(Any one person) $ 10,000 A Y Y ART141778606 8/23/2020 8/23/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY F—]JPE a F-1 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED $ AUTOS (Per accident) X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 1,000.000 A EXCESS LIAR HCLAIMS-MADE ULC1442436 8/23/2020 8/23/2021 AGGREGATE $ 1,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEElN/A E.L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 AUTHORIZED REPRESENTATIVE PO Box 1179 Southold NY 11971 ✓V F'ltdlall7 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD a �r NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) � D A A A A A A 205473113 COMPASSPOINT INSURANCE SERVICES INC PO BOX 1350 JAMESPORT NY 11947 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JNH BUILDERS INC. TOWN OF SOUTHOLD PO BOX 302 53095 ROUTE 25 SOUTH JAM ESPORT NY 11970 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12303349-1 941465 02/14/2021 TO 02/14/2022 3/10/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2303 349-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/M/WW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JEFF HALLOCK JNH BUILDERS INC (A ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER.444343143 U-26.3 i N Y S ' New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D. .0 A A A A A" 205473113 ' COMPASSPOINT INSURANCE SERVICES INC ❑� .. PO BOX 1350 JAMESPORT NY 11947 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JNH BUILDERS INC. TOWN OF SOUTHOLD PO BOX 302 53095 ROUTE 25 SOUTH JAMESPORT NY 11970 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12303349-1 730408 02/14/2020 TO 02/14/2021 11/6/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2303 349-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JEFF HALLOCK JNH BUILDERS INC (A ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:383369203 U-26.3 (�SeD e1-4 4iNC TEST HOLE DATA WAR) $ (TEST HOLE DUG BY NATHAN CORWIN L.S. ON MARCH 24, 2018) SURVEYEL. 21.5 0' OF PROPERTY ROPEDTY BROWN LOAM OL SI T UA TE 16.1X,. ,� 1• 0 0 s 6so� ° * 4' BAYVIEW PALE BROWN SILT ML 'L _-° TOWN OF SOUTHOLD L� /F 0►6&44 WgTF4� „ PALE BROWN FINE SUFFOLK COUNTY, NEW YORK 3 EL. TO COARSE SAND SW CDS Ry BOTTOM OF PROPOSED D S. C. TAX N o. 1000-81 -03-23 44 SANITARY LEACHING POOLS 4 r,,,tC1 ? "�31�$� EL 3.0' HIGHEST EXPECTED GROUND WATER , ' 18.5 TEST WELL No. USGS 405906072110102 S 8843.2 SCALE 1 "-30' nt 1,a i�Y1.iv.� EL 2.0' ° W . so, n �T/ / r„ ..., 1Tc �,it:a c' . r�c � eq;rein , 19.s APRIL 6, 2010 L „ GROUND WATER ° a ' a / piF CC'' 's, �•1' q_ z0°'• DECEMBER 21, 2010 SET ADDITIONAL STAKES ON PROPERTY LINES FEBRUARY 2, 2013 UPDATE SURVEY / __....-- �-" WATER IN PALE BROWN NOVEMBER 3 2016 UPDATE SURVEY �j� °• 4 FINE TO COARSE SAND SW ' A7, 27SURVEY 22, 2017 UPDATE 017 ADDPROPOSED JUNEADDITIONS yA JANUARY 24, 2018 ADD TOPO AT BLUFF ' � -4. MARCH 15, 2018 REVISE SITE PLAN .: APRIL 2 2018 REVISE REVISE PER S C D H S NOTICE 04/19/2018 ohM ,;• 3=� ��� W °°/ a' 22.1 �CC/ .e........,......,.........,..,....,.._....,.,..,_.......,_..�.,.......,.<.W�..................-.....�,..... \ � o �� � • �' °'q-' ��, 6 LOT AREA = 71 ,553 sq. ft. U f, '- ";. Et .'.i , G3i'w="T. (TO TIE LINE) 1 .643 ac. W ° ° 4�0 M :..1� ,�. ... �r.,.C 1„P, 5"�;:,),^-!i t•.�.n In 4 t , €$ ;,, CERTIFIED TO: •° . x14.4 . .r oo / ... /y' � `\ QQZO 1D bi..,+ e...+'i.�es,._:.JiJ:tr t.::ti.�..;�';.,e+.=,.!iS�m ���• / s 212 \ o ,g �' !� _ : _.____...----_ EDWARD L. DALEY III DIANE L. O �o // \\\ sroi 6°. c� �' tfG' STEWART TITLEINSURANCECOMPANY A ° 11° Foote°r &(114 U Ws / crbF FF Q� (ase O�yFC rlfjG, ° 2r� �4�/HGF �r X ue�/�Iw G �'��'7' .,,.._.• W \ 22.2 \ ...e,....._.,.-.........._..............� SpCFFiyCF Hp�\\ 22.3x 21.7 \ grI\) ot0 j J',a...n.`e._.`._.•..N,.....'...a,t.,...�...-.�__.__...�r,�__,...,.�•._ti.... r / 21.7�r6So %4 G TF ,O ::J A_,. . ,.. •...,�' tr C O +e- fP A a ry P0o M b•• 4t `�\ ° °. W �QQJ ro 0...; ::.: Woo �, °� � � v�' \ <v}��Q OM°`• � 3go, �STq ��I� h,� � QVl.. ,., .._,.m..,..,.n.....w • N ?28 8 98' 4t"V� ` '• X F�f. O� . d X 2 A,Q :.. .. ` 1.2 i, pOo pp \ �� Q J r 2 4 206$ 6/Rf `� e CON 219 �m ? • .. . Y \ j 20.9110 ,... :.,: .:.. ....:............,,... _ 40 X v0U / - �`� q ° .. C cFN9Toe Ck4C .F NC a .. . :S ,. ....t @ 0 4 FR �_�l x�1 'G ST :: ;; "`. o o0 O A°Sp e v'. °° . . O MCTF��'/C JiOm °. ° i `���°�.,�� . gO• .:. ..0OOe , . .j {LGY •r�:i• WYh.G.�� p, 0.l 224 v.r ... ....... 40 N, .1.2. ygClQ .�. gpCONC 4Q `G. " -Al p ?O!r':::i:::. :f: .` � _ . :._4,2•__ w/ 0) C RrIE RoN,. `.. �'oo bo• yl;.'::. 227X / v °o O-An qY'. Oo 20.7 "v- J /_�•_ f.• _ �; y: m ... ., _ Ay �4VD m -.--.- J �� :.:ry, ,' tp•. >1p 71�; r 2.' i;:.:::.::::??>:'rn.. STOR c r.. pFN. eo !N1 /r �� . .., : :......_..',y`v 1. 2 0 EST HOL 77b,4 :'..: .''- ,f :::::. •. �.':: etc Nc p _ _ �U_ r,. 2 L4 ry, ? / / v eCk W°oo•8 a �Na/NGp�R 4:::: ,. 0 0 22.9\� / /.. .'..:f.�OO Q`.1.`i: •/� X / F � � gC-r�R C✓ `,� � PROPOSED BUILDING COVERAGE sT o: ?�, y+f, ry:.:;:;: :. :. .::. r::, / / / o UNAUTHORIZED ALTERATION OR ADDITION ggGFRF `�.. .. ry p N �... . .. ..:�. ,.. � 0::.:.. ::. �:: lYrr ,y. TO THIS SURVEY IS A VIOLATION OF DESCRIPTION AREA Y. LOT COVERAGE C/F �` ';' ; '.: :.'.Cv 22' / / e4 �� �• (Y SECTION 7209 OF THE NEW YORK STATE op •; ':: ':•. ..' �,�' � -.:�. g....: �:::::::::..:: : .`�.:::':.' �CY �/oma/ // � S EDUCATION LAW. FRG o /0/, �.., .. O / 19.A 0 �o� EXIST. HOUSE 2,603 sq. ft. 3.6% RFFys g �` # 2if / Ov A/x ' / � 00 0 COPIES OF THIS SURVEY MAP NOT BEARING Q ""'4 """""'"""""" � 0 / o / 3° _ THE LAND SURVEYOR'S INKED SEAL OR SFS �1- 2) "'" 1 0.::; s.::..:::::::.:::::o ::. / / / 02 EMBOSSED SEAL SHALL NOT BE CONSIDERED EXIST. GARAGE 630 sq. ft. 0.9% -(1,94 ?•g qB �b �� ��Fg : Q.- / / /`[/ / 7 TO BE A VALID TRUE COPY. C/o HG O' WECNDONF ` HST..::::. O CERTIFICATIONS INDICATED HEREON SHALL RUN EXIST. CONIC. BUILDING 188 sq. ft. 0.3% `g�'�/♦%,�wATFR) zo'' � "aT iNl�s a/ qB ONLY TO THE PERSON FOR WHOM THE SURVEY 1LfjL E) �/ _ / 1 O / / /-X / / IS PREPARED, AND ON HIS BEHALF TO THE PROP. 2 STORY ADDITION335 sq. ft. 0.4% L�'� z_ ����w=':.. TITLE COMPANY, GOVERNMENTAL AGENCY AND 0 2�OtyO \ 8��� / /�) LENDING INSTITUTION LISTED HEREON, AND �U' 2 21.2 �� / TO THE ASSIGNEES OF THE LENDING INSTI- PROP. (2) PORCHES 1,054 sq. ft. 1.5% 00 Q`2�'Cvry� 21.8 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. �b U= ¢X-0 UT PROP. BREEZEWAY 293 sq. ft. 0.4% 0y QOQry��£a0 Qr7 THE EXISTENCE OF RIGHTS OF WAY PROP. GARAGE 780 sq. ft. 1.1% /y0�= o0 o NcF /3° '>6" _° S NOTES: �. v= a N�' o L ` AND/OR EASEMENTS OF RECORD, IF 4 4�/V�.Q mQ N 22.2 / �m� ev �I ANY, NOT SHOWN ARE NOT GUARANTEED. PROP. POOL HOUSE 612 sq. ft. 0.9% 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM S c EXISTING ELEVATIONS ARE SHOYN THUS:�x o %V/TFo �N a `` e O �� PROP. POOL & HOT TUB 1,072 sq. ft. 1.5% EXISTING CONTOUR LINES ARE SHOWN THUS: -- ---xx- -- -- M N % V CO PREPARED IN ACCORDANCE WITH THE MINIMUM FFL. - FIRST FLOOR N� /I3" STANDARDS FOR TITLE SURVEYS AS ESTABLISHED TOTAL EXIST. & PROP. 7,567 sq. ft. 10.6% G.FL. - GARAGE FLOOR N / / /�V,2 \ ° BY THE L.I.A.L.S. AND APPROVED AND ADOPTED TB - TOP OF BULKHEAD �m?�/ /oN/ I \ o 40 FOR SUCH USE BY THE NEW YORK STATE LAND BB - BOTTOM OF BULKHEAD CI TITLE ASSOCIATION. PROPOSED TOTAL LOT COVERAGE TW - TOP OF WALL BW - BOTTOM OF WALL CSF Pc. DESCRIPTION AREA % LOT COVERAGE 2. MINIMUM SEPTIC TANK CAPACITIES FOR 9 BEDROOM HOUSE IS 2,500 GALLONS. CID CN fpr'? 1 TANK; 6 DEEP, 10 DIA. •96- ` .Q *j:� EXIST. HOUSE 2,603 sq. ft. 3.6% 3. MINIMUM LEACHING SYSTEM FOR 9 BEDROOM HOUSE IS 700 sq ft SIDEWALL AREA. /�'�J 2 POOLS; 11' DEEP, 10' dia. (22 VERTICAL FEET TOTAL) �) 7 �, EXIST. GARAGE 630 sq. ft. 0.9% PROPOSED FUTURE 50% EXPANSION POOL l t EXIST. CONC. BUILDING 188 sq. ft. 0.3% �^ a4 1` PROP. 2 STORY ADDITION 335 sq. ft. 0.4% PROPOSED 10' DIA. X 11' DEEP LEACHING POOL �At L1c. . o. 50467 PROP. (2) PORCHES 1,054 sq. ft. 1.5% PROPOSED 2,500 GALLON SEPTIC TANK ,.1v r• DRAINAGE SYSTEM CALCULATIONS: PROP. BREEZEWAY 293 sq. ft. 0.4% PROPOSED MAIN HOUSE W/PORCHES, BREEZEWAY AND GARAGE: 5,060 sq. ft. 4. MINIMUM SEPTIC TANK CAPACITIES FOR POOL HOUSE IS 1,000 GALLONS. 5,060 sq. ft. X 0.17 = 860.2 cu. ft. Nathan Taft Corwin III PROP. GARAGE 780 sq. ft. 1.1% 1 TANK; 8' LONG, 4'-3" WIDE, C-7" DEEP 860.2 cu. ft. / 42.2 = 20.4 vertical ft. of 8' dia. leaching pool required 5. MINIMUM LEACHING SYSTEM FOR POOL HOUSE IS 300 sq ft SIDEWALL AREA. PROVIDE (4) 8' dia. x 6' high STORM DRAIN POOLS Land Surveyor PROP. POOL HOUSE 612 sq. ft. 0.9% 1 POOL; 12' DEEP, 8' dia. PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: (D PROP. POOL & HOT TUB 1,072 sq. ft. 1.5% PROPOSED FUTURE 50% EXPANSION POOL PROPOSED POOL HOUSE: 612 sq. ft. 612 sq. ft. X 0.17 = 104 cu. ft. EXIST. WOOD DECKS, ® 104 cu. ft. / 42.2 = 2.5 vertical ft. of 8' dia. leaching pool required Successor To: Stanley J. Isaksen, Jr. L.S. STEPS & LANDING 311 sq. ft. 0.4% PROPOSED 8' DIA. X 12' CEEP LEACHING POOL PROVIDE (1) 8' dia. X 3' high STORM DRAIN POOLS Joseph A. Ingegno L.S. PROP. POOL PATIO 2,068 s ft. 2.9% PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: (D q• ® PROPOSED 1,000 GALLON SEPTIC TANK Title Surveys - Subdivisions - Site Plans - Construction Layout 6. THE LOCATION OF WELLS, CESSPOOLS & WATERLINES SHOWN HEREON ARE FROM FIELD CONCRETE DRIVEWAY: 612 sq. ft. ASPHALT DRIVEWAY 5,264 sq. ft. 7.4% = PHONE (631)727-2090 Fax (631)727-1727 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 3,800 sq. ft. X 0.17 646 cu. it. ( ) 646 cu. ft. / 42.2 = 15.3 vertical ft. of 8' dia. leaching pool required CONC. DRIVEWAY 3,890 sq. ft. 5.4% 7. EXISTING SEPTIC SYSTEMS STRUCTURES SHALL BE PUMPED CLEAN AND EITHER OFFICES LOCATED AT MAILING ADDRESS PROVIDE (1) 8' dia. X 16' high STORM DRAIN POOLS REMOVED OR FILLED WITH CLEAN SAND IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. PROPOSED 8' DIA. X 16' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: Jamesport, New York 11947 Jamesport, New York 11947 OO 1586 Main Road P.O. Box TOTAL EXIST. & PROP. 19,100 sq. ft. 26.7% 36-265B 0 rusFs plyUc��Hc •' ' TEST HOLE DATA (TEST HOLE DUG BY NATHAN CORWIN L.S. ON MARCH 24, 2018) SURVEY OF PROPERTY ., •... ., • EL. 21.5' O BROWN LOAM OL SI T UA TE O Q \ 6Se ° • ° PALE BROWN SILT ML 14, B AYV I E SO s O V rc/SFotvFgs TOWN OF SOUTHOLD PALE BROWN FINE SUFFOLK COUNTY NEW YORK _ ;,• �� FRS �� EL. 9.1' TO COARSE SAND SW BOTTOM OF PROPOSED .t S.C. TAX N o. 10 0 0-81 -03-23 SANITARY LEACHING POOLS •. 4 RFs ar EL 3.0' HIGHEST EXPECTED GROUND WATER • „. • ° �/ EL 2 0' 18.5'TEST WELL No. USGS 4059060721 10102 S 8843.2 SCALE 199-309 o� '.d :• • 60' n� C/rj GROUND WATER 19.5' APRIL 6, 2010 • .°. • • 'd �`.� po`'�" DECEMBER 21, 2010 SET ADDITIONAL STAKES ON PROPERTY LINES FEBRUARY 2, 2013 UPDATE SURVEY Vj�/ '" •' / �� WATER IN PALE BROWN NOVEMBER 3, 2016 UPDATE SURVEY 1 �• d ... • ^^ G \ kCrpY FINE TO COARSE SAND SW MARCH 22, 2017 UPDATE SURVEY ° • Q ° / w,Rf F JUNE 7, 2017 ADD PROPOSED ADDITIONS • O 3 JANUARY 24, 2018 ADD TOPO AT BLUFF ° ' ^N ° e \ MARCH 15, 2018 REVISE SITE PLAN 4) w .;/ °.` \ 221 w APRIL 26, 2018 REVISE REVISE PER S.C.D.H.S. NOTICE 04/19/2018 �, 4)r DR W / _�.� �0 LOT AREA = 71 ,553 sq. ft. 4. U (TO TIE LINE) 1 .643 ac. W ': . �:, Quo°o CERTIFIED T0: ' a �Z�: 21.7 cno�z �A,g�?�'R Nip EDWARD L. DALEY III / \ .�opo LjC�, cfc� DIANE L. DALEY 2or /� sroG tY"tv`TB` �' GN STEWART TITLE INSURANCE COMPANY e. .• 4��0 e�//�o/ •' W9 \ ,\ p// F FFN Q ,� r�sF owF44/,Vc . GF C/G 7. FHvf a OP W x222 `�/ WgrFRJ 22.3 A 21 Alp 2 0 .7 6se Rg/C14 FC ROk/Ar4 \ /0 O 21:7n�` C9 O�v 0 9'Ilj� Q 4a SO `oma grFRC/NF Nry V�9? NO fCad �o hM tea. 0�0� .``\ ,. W k���Qm r WOOD Off, ry 6 = .` d 4�Q, M d' 0 :.;:; ;:340, slgK �9� ryV^ ??8 eg8, 44014 .`\ ° x �2 0� A. ��`::.::l ............:..... :.. 1 212x S4, 21.3 ?0�d` A�opp`'::::::::... O }O J W •. .. "::� ::.. 1U, W/RF Mf I °• •. • CpNC x219. •�I �< k�CC/ ��k7 ..�\\L• w �::::::::`.::::::... 7./o o Cx20.9 �` • 4• .. v0 ::(:??:?::?`:(4}::::. r0 JpgNROriy �O Q , 1 V Fp NC FCFC a`.�` •' ::.; ^� ............ C ............ C e. . . . Wr "gNrF F �'\d. d •... �Y Q��/C/ \-�/ O h E OR x .. !Y;"z oA.` ^ y F _ T CFG .�`., ' :.: -G� OR 4 :::::22.4 04, o A M rR, R mv'21. :y p Y `. 22.6 p0 ° • ••. . 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'0.71: :`:::::' 0 0 / / GR _& Q / O N 60 F o EXIST. HOUSE 2 3 s ft. 3.6/ F . 21.E q �• N / 0 / s 214 0 COPIES OF THIS SURVEY MAP NOT BEARING � O / THE LAND SURVEYOR'S INKED SEAL OR rUS D�V ? 1 "40,si':<': :::::::::::::'"? % �° / / 3 EMBOSSED SEAL SHALL NOT BE CONSIDERED EXIST. GARAGE 630 sq. ft. 0.9% es pieX2.90,`' ::,:,. gBgN p. o �� � Q TO BE A VALID TRUE COPY. 1�/ G C' �, weCCDONFD �- NOUT.... 0 i / // a� O /O wgrF � rND7. plT \ 8 .. 2 / / ./�/ Q W EXIST. CONC. BUILDING 188 sq. ft. 0.3% SIT ED HEREON SHALL RUN ��``/F R) � IN o /1g� ONLY I TOATHE SP PERSON FOR WHOM THE SURVEY .vrjl ����/ sF) h/ -�' \7 O / / / // A / .' 3Q IS PREPARED, AND ON HIS BEHALF TO THE PROP. 2 STORY ADDITION335 sq. ft. 0.4% L�'� 2 � 2. Q TITLE COMPANY, GOVERNMENTAL AGENCY AND 0��Q Q / " ���\ / / / 0 LENDING INSTITUTION LISTED HEREON, AND 8 TO THE ASSIGNEES OF THE LENDING INSTI- PROP. (2) PORCHES 1,054 sq. ft. 1.5% 42 Q2�` 21.2 ryh \��./' �J�� TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. R,9.� a�4V PROP. BREEZEWAY 293 sq. ft. 0.4% 0 Q 2���\40 a2o 22,2 THE EXISTENCE OF RIGHTS OF WAY PROP. GARAGE 780 sq. ft. 1.1% 0�=� / �$ o NcF /3° 5, ¢ _p AND/OR EASEMENTS OF RECORD, IF NOTES: �2' `nQ� sH 222 / m, eo ^ ANY, NOT SHOWN ARE NOT GUARANTEED. PROP. POOL HOUSE 612 sq. ft. 0.9% 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: c 0 4ko RgNi�Fo�N 4� • ' • O PROP. POOL & HOT TUB 1,072 sq. ft. 1.5% EXISTING CONTOUR LINES ARE SHOWN THUS: -- ---XX--- -- ~ M N �� PREPARED IN ACCORDANCE WITH THE MINIMUM F.FL. - F1RST FLOOR N� //_" •.A Cb STANDARDS FOR TITLE SURVEYS AS ESTABLISHED TOTAL EXIST. & PROP. 7,567 sq. ft. 10.6% G.FL, - GARAGE FLOOR / / / /40�= \ a^ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED TO - TOP OF BULKHEAD �o�/ /o,r/ / \ 0 h FOR SUCH USE BY THE NEW YORK STATE LAND BB - BOTTOM OF BULKHEAD y TITLE ASSOCIATION. TW - TOP OF WALL a' ^ / °1 PROPOSED TOTAL LOT COVERAGE BW - BOTTOM OF WALL ^'o • or- Nc6;d�.. DESCRIPTION AREA % LOT COVERAGE 2• MINIMUM SEPTIC TANK CAPACITIES FOR 9 BEDROOM HOUSE IS 2,500 GALLONS. �,�• 1 TANK; 6 DEEP, 10 DIA. •96, � PST Cp�a�jf ' EXIST. HOUSE 2,603 sq. ft. 3.6% 3. MINIMUM LEACHING SYSTEM FOR 9 BEDROOM HOUSE IS 700 sq ft SIDEWALL AREA. y �• 2 POOLS; 11' DEEP, 10' dia. (22 VERTICAL FEET TOTAL) .Ar .z". ' EXIST. GARAGE 630 sq. ft. 0.9% Z PROPOSED FUTURE 50% EXPANSION POOL t�1 - �•' EXIST. CONC. BUILDING 188 sq. ft. 0.3% 1 _ 1 ® PROPOSED 10' DIA. X 11' DEEP LEACHING POOL v. t• PROP. 2 STORY ADDITION335 sq. ft. 0.4% N.Y.S. Lic. No. 50467 PROP. (2) PORCHES 1,054 sq. ft. 1.5% PROPOSED 2,500 GALLON SEPTIC TANK DRAINAGE SYSTEM CALCULATIONS: PROP. BREEZEWAY 293 sq. ft. 0.4% PROPOSED MAIN HOUSE W/PORCHES, BREEZEWAY AND GARAGE: 5,060 sq. ft. - 4. MINIMUM SEPTIC TANK CAPACITIES -OR POOL HOUSE IS 1,000 GALLONS. 5,060 sq. ft. x 0.17 = 860.2 cu. ft. Nathan Taft Corwin "I PROP. GARAGE 780 sq. ft. 1.1% 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 860.2 cu. ft. / 42.2 = 20.4 vertical ft. of 8' dia. leaching pool required 5. MINIMUM LEACHING SYSTEM FOR PCOL HOUSE IS 300 sq ft SIDEWALL AREA. PROVIDE (4) 8' dia. x 6' high STORM DRAIN POOLS PROP. POOL HOUSE 612 sq. ft. 0.9% 1 POOL; 12' DEEP, 8' dia. PROPOSED 6' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: (D Land Surveyor PROP. POOL & HOT TUB 1,072 sq. ft. 1.5% op PROPOSED FUTURE 50% EXPANSION POOL PROPOSED POOL HOUSE: 612 sq. ft. 612 sq. ft. X 0.17 = 104 cu. ft. EXIST. WOOD DECKS, 311 s ft. 0.4% 104 cu. ft. / 42.2 = 2.5 vertical ft. of 8' dia. leaching pool required Successor To: Stanley J. Isaksen, Jr. L.S. STEPS & LANDING q• ® PROPOSED 8' DIA. X 12' DEEP LEACHING POOL PROVIDE (1) 8' die. X 3' high STORM DRAIN POOLS Joseph A. Ingegno L.S. PROP. POOL PATIO 2,068 s ft. 2.9% PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: q• ® PROPOSED 1,000 GALLON SEPTIC TANK Title Surveys - Subdivisions - Site Plans - Construction Layout 6. THE LOCATION OF WELLS, CESSPOOLS & WATERLINES SHOWN HEREON ARE FROM FIELD CONCRETE DRIVEWAY: 612 sq. ft. ASPHALT DRIVEWAY 5,264 sq. ft. 7.4% PHONE (631)727-2090 Fax (631)727-1727 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 3,800 sq. ft. X 0.17 = 646 cu. ft.646 cu. ft. / 42.2 = 15,3 vertical ft. of 8' dia. leaching pool required CONC. DRIVEWAY 3,890 s ft. 5.4% 7. EXISTING SEPTIC SYSTEMS STRUCTURES SHALL BE PUMPED CLEAN AND EITHER OFFICES LOCATED AT MAILING ADDRESS q' PROVIDE (1) 8' dia. X 16' high STORM DRAIN POOLS 1586 Main Road P.O. Box 16TOTAL EXIST. & PROP. 19, REMOVED OR FILLED WITH CLEAN SAND IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. PROPOSED 8' DIA. X 16' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: OO Jamesport, New York 11947 Jamesport, New York 11947 100 sq. ft. 26.7% 36-26513 Lissa I+ MAIN HOUSE SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE HOUSE SEPTIC TANK CORNER QA CORNER[j] CORNER© SURVEY OF PROPERTY ' INLET COVER 55' 21SITUATE SEPTIC TANK OUTLET COVER B AYVI E W 60 24 <�S o1y - MAIN HOLE *4% COVER — 43, 45 TOWN OF SOUTHOLD LEACHING 1 POOL COVER _ 24' 30' SUFFOLK COUNTY, NEW YORK \ LEACHING POOL —COVER 2 38, 48 S.C. TAX No. 1000-81 -03-23 Off 14� =°o S ,4 `S0'' POOL HOUSE SCALE 1 "=30' SEPTIC SYSTEM TIE MEASUREMENTS APRIL 6 2010 evc�qNc sHOUSE HOUSE cj1V CORNER QA CORNER[j] DECEMBER 21 2FEBRU RY010 SET A2, 21013 LONAL UPDATESSURVEY ON PROPERTY LINES SEPTIC TANKNOVEMBER 3, 2016 UPDATE SURVEY �Q 0� INLET COVER 12' 25.5' JUNEARCH 7, 2017 ADD 7PROPOSED ADDUPDATE ITIONS SEPTIC TANKJANUARY 24, 2018 ADD TOPO AT BLUFF OUTLET COVER 16' 28' MARCH 15, 2018 REVISE SITE PLAN APRIL 26, 2018 REVISE REVISE PER S.C.D.H.S. NOTICE 04/19/2018 LEACHING POOL 26' 31' AUGUST 20, 2018 REVISE PROPOSED POOL COVER SEPTEMBER 29, 2018 STAKE POOL HOUSE & GARAGE pow 0 2018 FOUNDATION LOCATIONS s. OCTOBER 5, 20118 7 FOUNDATION LOCATION FOR MAIN HOUSE FINAL JUNE 7T0BER 20201ADD PROPOSED S ENERATOR AUGUST 18, SEPTIC SYSTEM M PRIL 3020UPDATE NAL SURVEY Q N w LOT AREA = 71,553 sq. ft. ���" ` w a �'• \\ (TO TIE LINE) 1.643 ac. w •'.. . ,� °`\ \ \ 'i 3 2021 moo• . ,•. \ CERTIFIED T0: \ � \• \ ��, 1V/p/ EDWARD L. DALEY III DIANE L. DALEY 4 ..w• ' \ � Q��// ° F�cF `\` °Qsiv ss,� •• w''\ � �HO�c \ os, °ry� Faa�pNMo ao(�9g \`\�i/SFSp1yc dl)j STEWART TITLE INSURANCE COMPANY �4GceiF✓ hm / wteR�OFY R%4 TW/rOP,'D F 4' .s 4 150 2 w Q� c FyT o "°/ 'O A M Oh N 0' .,e: w ��'° ����m "� �s' ' `v VN/T ry•� / Waa T N +.• ??8S ees8. \ w °2 • 2 ° q y :...r::... -`•a.. '�o yc w 'k4saNRy aq C0" R :•.. S.4f.N•,�y b NyOaff/C MEGF•OR l1Pa/c. s°'.a.,a gapy.�TO.;RR21Ygy •' a..•r`.•.' N /RcH�Ca�NOEDR *0004G4Rqy• g y.?' O �93 ;v o FOS 8 EAC ^. co . �Q� tim � ? a Mo o\3 -� OR aoRoO "' 4Q < / M�y� w ��? ^'eRFQ 2O3s, ?0 • ROAD '�lYgy. N., b . •' . . �/ SHF �b' e• �O' v C . '.:a°,� ••+ of 15), AY ro ° 3 a4 DCaNC o.�a.' • . G� ,. . •'.,a, ','...' :�• '., s? (� yFRRI' ' 4G-. / OR a . . + a. ' .. a. µ Jy S12 O/Nc.;.: / �. qY r a .4 + :� '°' .' �a'''�� °� V Q4• Zo O��c, / eC/�yWp�O 8 �' '' •a"• •'a •'ate•• 'e'• •p . : • 4Q°, �•"� / o' iOF aRq/FN AtgH ` ' 38 N 4� e 9 ti VHF •::.:;:CC- : • ^ H pt�Nrya SS4F �y, w �° °� m� �Nh• 7 SUS ? • m \ ° .� ��/ o eVc G 80�::• tic • / \\ °° / OR / � O STOOP PREPARED IN ACCORDANCE WITH THE MINIMUM B � STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED USE FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. CID _ •".. , ° 000 \\ / 4 CV N.Y.S. Lic No 50467 t . UNAUTHORIZED ALTERATION OR ADDITION 96, TO THIS SURVEY IS A VIOLATION OF II SECTION 72OF THE NEW YORK STATE Nathan Taft Corwin ILA EDUCATION LAW. Land S u r v COPIES OF THIS SURVEY MAP NOT BEARING e y o r THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUT10N. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 36-265G 0 r�SFs AwvcG/Nc wq�R> SURVEY OF PROPERTY . \ SITUATE 6So BAYVIEW ,� N' oJ��a=. '4 Spy, ���l ��i� OCj 16 2019 TOWN OF SOUTHOLD F r�SFawF .�� SUFFOLK COUNTY, NEW YORK S-./ h� A�e��GwHG ScjN �h �FRy�O w gTER) S.C. TAX No. 1000-81 —03-23 o RFS SCALE 1 "=30' APRIL 6, 2010 Tic DECEMBER 21, 2010 SET ADDITIONAL STAKES ON PROPERTY LINES FEBRUARY 2, 2013 UPDATE SURVEY \ NOVEMBER 3, 2016 UPDATE SURVEY MARCH 22, 2017 UPDATE SURVEY JUNE 7, ONS JANUARY 7 24, 2018 ADD PTOOPO AADD PROSED DDBLUFF O 3e� F MARCH 15, 2018 REVISE SITE PLAN -,) P�� ��� W APRIL 26, 2 A G USTVI20,2018E REVISE PROPOSEDOPIOOLCE 04/19/2018 ,hM 4�V� \ SEPTEMBER 29, 2018 STAKE POOL HOUSE & GARAGE °a N \ 4 0 \ OCTOBER 7,�. FOUNDATION LOCATIONS OCTOBER 15, 2018 FOUNDATION LOCATION FOR MAIN HOUSE LOT AREA — 71 ,553 sq. ft. JQ W �\ A� (TO TIE LINE) 1 .643 ac. `e- CERTIFIED TO: EDWARD L. LEY III DIANE DALEY STEWART TITLE INSURANCE COMPANY u SAS/T R9/( �} W �C AppR°Xl 7 9 6Q�o 47 4 S 0 ryO Qoo' \ W glFR 4/1VF ryry�'j Q COD 3 0 30 0/ WOfC�� mit' a hM �� \ }� ��p 46 CO/V 0 ry/ °D STgkF �9f`y try X28 S4 ase 4�0 X0,2. o O(4C f1ON T \\\ E.) W iRe Nosy A'�Rpc 3p° QS?3' 30'0. a/ \\ o°N� F�Fc c to' \\ u g CEDAR E R cFNF�9T°R <.a.e. AN>FNk9 y0 F ry F NCRF DAMEjFR�ip "� j/ON z?n0N FOS o c\3oa� oa Q� Jar C o °� . h A R9N T q$p . J`�4; 34 ^•� O2•TF � o A ACJ R �tT DR 9pRNp �4 300, ryti 2 S 000 30 OAD6 \O FRRY \ S ..A 2 pqF 9 CpNc W 0 F Z 2 elk W°0D 8,, 102 , mja 7.0 H STFAS /Na o 2�Mo � 9C O� ST0 V / 7,N odo f , UNAUTHORIZED ALTERATION OR ADDITION n/^ TO THIS SURVEY IS A VIOLATION OF RFD C/Nf°p ZJ �� r pe 0�� JJ m�� Vv J• SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. �LFRCRFFNS o �o COPIES OF THIS SURVEY MAP NOT BEARING SNS We 2�2: 40 s' N do 00 3 02 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED /'VeGG/ 90" A@gN00 m Qti TO BE A VALID TRUE COPY. �j wq�Fp, (,yoT�/� CERTIFICATIONS INDICATED HEREON SHALL RUNj ONLY TO THE PERSON FOR WHOM THE SURVEY L 3 IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND o TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. !V000 O� &DO0 THE EXISTENCE OF RIGHTS OF WAY �FNC 7j•s 20 S AND/OR EASEMENTS OF RECORD, IF p3NF 3 2ro =�o ANY, NOT SHOWN ARE NOT GUARANTEED. U9 \ , c ,c o J O V iTF °N. PREPARED IN ACCORDANCE WITH THE MINIMUM 44 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED y FOR SUCH USE BY THE NEW YORK STATE LAND \ �T TITLE ASSOCIATION,___00, S v/ �1• n8 Ap*PL J , 7 ' t M1 �. A 1 `k�l, 2-�;� N.Y.S. Lic. No. 50467 C Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 • 36-265D 0 rc,SFs P eUcc/NG D ` % SURVEY OF PROPERTY SITUATE � \oma �� S 6 l OCT - 9 2018 c o S. BAYVIEW h =tea• S �, 9,i.� fVj �, r..'f'�, �,�r, �L TOWN OF SOUTHOLD h �o� F 2ses ptve"C9�//�C�,Cj�, y .Grp;,,�. �,' .-.:'�`;;x'•�,.�''".�,� ,l 42 K'gTE,R Q4, D SUFFOLK COUNTY, NEW YORK Q7 �eRy� "1R4 J S.C. TAX No. 1000-81 —03-23 ® � Sj SCALE 1 "=30' APRIL 6, 2010 pTo C DECEMBER 21, 2010 SET ADDITIONAL STAKES ON PROPERTY LINES W` �► G � Cj� FEBRUARY 2, 2013 UPDATE SURVEY � NOVEMBER 3, 2016 UPDATE SURVEY r� MARCH 22, 2017 UPDATE SURVEY � O 3 w1RF JUNE 7, 2017 ADD PROPOSED ADDITIONS R4 \ /� I / D 1 JANUARY 24, 2018 ADD ESI AT BLUFF „n/ ���� �\ (�/ (/l_ MARCH 15, 2018 REVISE SITE PLAN A� �� w \ APRIL 26, 2018 REVISE REVISE PER S.C.D.H.S. NOTICE 04/19/2018 6 \ \ AUGUST 20, 2018 REVISE PROPOSED POOL SEPTEMBER 29, 2018 STAKE POOL HOUSE & GARAGE OCTOBER 7, 2018 FOUNDATION LOCATIONS �4,\. \ r v LOT AREA = 71 ,553 sq. ft. (TO TIE LINE) 1 .643 ac. s \ `4, jc C CERTIFIED T0: SIG 4o�=nor wq \ � / STOatisoFFfNc �\ r�SFQl1.e�4/ EDWARD L. LDALEYEY III DIANE STEWART TITLE INSURANCE COMPANY /1 i SA�01 W AP \ 20 \ P O2 6So �C F4NCf ROki4 \ 10.61 �0'96 0� ryM/ ,o �4 5 A, hA,v)°` C411� \ }��Q�Q'h� 39.s 30.0. • ryo/ WOOD ST O� tia ??8 S4, s896" ` z p �� P10&CRFTF q�4 `►\ 2 2 qT/pN o �\ WIRE MPS gPoNqh 30 0 0' \ F h F,lce RpN \co C CFOR fN fR9T •e'� . � . '9N�C 1T MANyo(4 Nm A C0 R A ° NNy 'yC�FRTRic a FpUNO T£OH m 22 FOuN° Jv��3 � ASpyAtr D. �.o,9,oC0NC. � ��QQ 3° ° � MOS 0 n�i�l• \ o AzOm ROADD FhgY.. � gym' 6•cy o 3 6? Q a 4RRy S Dab•",� 14101% 6 oq, O�J�o 10 0 h STFp N. S / B STOckg041 ^\ev�20 �ry Q f f O N UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 41N4 ^ 41 f f� Y Y �� �• ��\/ SECTION 7209 OF THE NEW YORK STATE �F 10 1 EDUCATION LAW. �4RcR o all COPIES OF THIS SURVEY MAP NOT BEARING o 44NS 4 uco 0 0� 3°0 =o THE LAND SURVEYOR'S INKED SEAL OR o= p EMBOSSED SEAL SHALL NOT BE CONSIDERED NeC1</N 90• A@gNOp TO BE A VALID TRUE COPY. c{y c 114-4[ pNCD ^o CERTIFICATIONS INDICATED HEREON SHALL RUNrjAT4RJ (NOT fNFOR �Sfj M`y/ oo Q V 1 LY TO THE P ISSU PREPARED, ANDSON ON HIS BE A'LFTHE TO THEVEY TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Z TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. wo ,31 THE EXISTENCE OF RIGHTS OF WAY 3�c4 3o ry AND/OR EASEMENTS OF RECORD, IF N. m�; \ ^^ ,* > ANY, NOT SHOWN ARE NOT GUARANTEED. ° F o m J2� Q �/ �N1jf°UNO a " 4i Q)CO �� MON. PREPARED IN ACCORDANCE WITH THE�SMINIMUM 2 r I,,STANDARDSFOR TITLE ED BY THEAS. AND AP ROVED`SNd` TABLtSH % MAIN HOUSE SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE HOUSE CORNER FA CORNER QB CORNER© SURVEY ®F PROPERTY SEPTIC TANK ' 21' — W C 55 INLET COVER 1- SITUATE ` BAYVIEW SEPTIC TANK " OUTLET COVER 60' 24' — LLI o u7 (LS Off, MAIN HOLE _ , , 43 45 ,E -c C- TOWN OF SOUTHOLD FS oe�/^rC COVER �, a: �,� WgTFR LEACHING POOL , , C-) X COVER 1 - 24 30 � SUFFOLK COUNTY, NEW YORK VERLEACHIN2 POOL _ 38, 48' LL: � S.C. TAX No. 1000-81 —03-23 IL Q) \ S 6So� ILL SCALE 1 "=30' a 4 150 9 POOL HOUSE SEPTIC SYSTEM TIE MEASUREMENTS APRIL 6, 2010 �• °J2o= N�'LN�Oj DECEMBER 21, 2010 SET ADDITIONAL STAKES ON PROPERTY LINES HOUSE HOUSE wF� `9kS FEBRUARY 2, 2013 UPDATE SURVEY CORNER FA CORNER❑B uec/41% 0r�r NOVEMBER 3, 2016 UPDATE SURVEY h° Q Wq�`RJ 3� SEPTIC TANK ' 25 5' MARCH 22, 2017 UPDATE SURVEY 12 INLET COVER JANUARY 24, 2018 ADD PTOPO ATDDBLIUUFF Q a� W/RFs IT SEPTIC TANK , MARCH 15, 2018 REVISE SITE PLAN o / OUTLET COVER 16' 28 APRIL 26, 2018 REVISE REVISE PER S.C.D.H.S. NOTICE 04/19/2018 ° LEACHING POOL AUGUST 20, 2018 REVISE PROPOSED POOL 14; 26p/�� COVER ' 31' SEPTEMBER 29, 2018 STAKE POOL HOUSE & GARAGE • QEF OCTOBER 7, 2018 FOUNDATION LOCATIONS a:. OCTOBER 15, 2018 FOUNDATION LOCATION FOR MAIN HOUSE fit/ s. a wLY JUN OCTOBER, 20201 ADD PGENERATOR 9 FINAL SURVEY E AUGUST 18, 2020 ADD POOL HOUSE SEPTIC SYSTEM ti O 3,a RF \ ry LOT AREA = 71,553 sq. ft. y h4'4/ Vq M gy �Q� (TO TIE LINE) 1 .643 ac. (�D10 � CERTIFIED TO: EDWARD L. DALEY III 4a4 \ ay \ DIANE L. DALEY _ ��•. AST STEWART TITLE INSURANCE COMPANY SF S\, \\ 0- N r 011•�•�4/ �m 4e4/C 3 W LrypFR 1 rv/ I kgTFR� Q� • \ T p GROL \ cb o �/ 6So Spin '44 W WgTFR 4"V1 qNk CQ�1vF�'� \ /Q6 s> eQL M�^p�@ Qty ryry/ >p\ 14 150 v 44o�� N LN/r N �3 / WaQp 0•�1p hM ryd ^ 228 68,sg. 4��� W o �� , Po pl1 f • • TgNK lQ F S4. 20Z, oQ F10U ( A 2 W 3 SF N'�N✓°va \ e yfS/y� N �qs0 y, F C a' • p� /VC C Ce � 'c.. �,apROAli`1�; .�•. if`+ / N , QR FAE�e a a'. . • . 9H e! T MgNyQCf o s� • . " /NcROLN �� R9r T F ~ a gSpH pQOC G4 4 Z. W W Rr \ ��// QR N� F� qCT • gTFR y f a MeaTR/C a pR/VFty• a Wq</r Cgyf RgG�C o v QLNp C� 3°ovo 0 1'0ah J�� e 0 C�� pyglT p •qP OryC 4 Q AR�qY RaN'' � •a. h�/. FryCF ,X e a�> � o y;� °j �S>' qY Liyo�o D /a° 6.7 N CFIFRRY V W. D / ` GRgVF< pRl 9 . . v a. . Y e ' 2 V� ^ ��2• @!k Wpoo•V,, Ggryp/C / qY .Q • . mor o4 l j o � '/' mo co/k 10 I QH STFoS N e .e P O < . rd. .• �� � k9pe FNCF RAF MgNy04 . B4QCK C 0/1 N S o4 °2Po2 / R6 a Jam- ^� J=° o� i o Q4' gCCFRFp(/N':. • p of y/NC ry O� <` N. �FRORFFft NS Po • m \ o 0�o U��//3000 =a (LSFObVF� 2 o= ::.. SF • / 4qs' ry �o �� �' V NCO y Ad- STANDARDSEPARED I F RCTTLE SURVEYS ASNCE WITH H EST BILIISHED UM (? OR�F(CS� 2Y W tiQ SF\ // ��2 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED a &QOp FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. ha� 01 3N '� G-' - flu ( nay \ W >. sf. J ,... •aF -.. j I Q § c�� \ 949-1 N.Y.S. Lic. No. 50467 t � t o O ' "t UNAUTHORIZED ALTERATION OR ADDITION r"1 TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE t �\ Nathan T of t Corwin III EDUCATION LAW. S. -� J\J� C- COPIES OF THIS SURVEY MAP NOT BEARING k 1 Land Surve � THE LAND SURVEYOR'S INKED SEAL OR !w' `I , C� ;} y EMBOSSED SEAL SHALL NOT BE CONSIDERED or �' ' �{ TO BE A VALID TRUE COPY. Cr. a� (\ " ` fr CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE t ; CDk!j i. t `. ! Successor To: Stanley J. Isaksen, Jr. L.S. r,. Pr I ,%C r- Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND :-« CJ F.. #y t— l; .J3 = Title Surveys — Subdivisions — Site Plans — Construction Layout To THE ASSIGNEES OF THE vi TUTION. CERTIFICATIONS ARE NOTING TRAN EIABLE. j ® �; ? ; coU3 x... PHONE (631)727-2090 Fax (631)727-1727 ® C V OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY P� CT 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. ' 36-265F 1 ' - h Job Name — ------ -----__-- — -- --- --- - System Reference. Date ---------------------------------------------------- ----- - - -------- ---- --------- -- --------------- ----- ------------- ---------- --------- - - - ------------------- --- Indoor Unit Outdoor Unit Wireless Remote Controller MLZ-KP12NA SUZ-KAl2NA2 -"-----'---------------------------------------------------------------------------------------— --------------------- ------------------------------------------------------""--'----------------•--------------------'- - .- • ( i INDOOR UNIT FEATURES • Fits between 16"Joists spacing • Stylish,square design panel Built-in condensate lift mechanism(19 6") Serviceable from the bottom(electrical and flare connections) • Adjustable fan speeds and vane directions Washable antibacterial and deodorizing filter Multiple control options available Hand-held Remote Controller(provided with unit) -kumo cloud"smart device app for remote access Third-party interface options Wired or wireless controllers Pocket inside the access panel for kumo cloud®Wireless Interface OUTDOOR UNIT FEATURES Variable speed INVERTER-dnven compressor • Innovative Joint Lap DC Motor leads to high efficiency and reliability Pulse Amplitude Modulation technology High-performance grooved piping for increased heat exchange efficiency Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. -- -— --- Maximum Capacity - ------ BTU/H -- -_---- - 12,000 Rated Capacity BTU/H 12,000 ! Minimum Capacity BTU/H 3,900 Maximum Power Input W 960 Cooling at 95°Ft — ---- ------_ --_ -.- --- - --- Rated Power Input W 960 Moisture Removal I Pints/h 28 ----------------------'-------------------------------------------------------------------L ---------------------------- ------------------------------- Sensible Heat Factor 074 Power Factor(208/230V) % 96 j Maximum Capacity— -- -- BTU/H 13,100 --� Rated Capacity BTU/H 13,100 ! Cooling at 82°F Minimum Capacity BTU/H 4,300 Maximum Power Input W 840 ---__ Rated Power Input W 840 ----� Maximum Capacity _ - BTUM 17,000 Rated Capacity BTU/H 15,400 --------------------------------------------'--`---------- -------------------------------- _.._- -------------------------------""`-` -' ----------------------------'-"-_'------ -----------7 Minimum Capacity BTUM 4,600 Heating at 47°Fz Maximum Power Input W 1,700 Rated Power Input W 1,300 ! Power Factor % 98 i - - i Maximum Capacity BTU/H 9,900 ! I Rated Capacity BTU/H9,900 ! Heating at 17°F3 - -� Maximum Power Input W 1,020 Rated Power Input W 1,020 i Maximum Capacity BTU/H 7,900 Heatingat 5°F° - -------------------------._ ---------------- ---- -------------------- --- -------- ---'--------- j I Maximum Power Input W 980 Heating al-4°F5 Maximum Capacity BTUM 5,900 SEER �— � 198 EERt 125 ; HSPF(IV) 121 COP at 47°F2 340 Efficiency COP at 17°F in Maximum Capacdy3 - --- 284---- — COP at 5°F in Maximum Capacity" 236 j ------------------------------------------------------------------------ -------------------------------------------------------- ------------1 ENERGY STAR®certified units(ENERGY STAR products are third-party certified by an EPA-recognized Yes Certification Body) Voltage,Phase,Frequency 208/230V,1 phase,60Hz j Guaranteed Voltage Range V AC 187-253 Voltage Indoor-Outdoor,81-82 VAC 208/230 Electrical Voltage Indoor-Outdoor,S2S3 VDC 24 Short-circuit Current Rating(SCCR) — kA — Wireless type Recommended Fuse/Breaker Size(Outdoor) A 15 ---------------'---'----------------- ---------------_'_.-._`--------------------------------------------------------------'-------- ------------------------------------------j Recommended Wire Size(Indoor-Outdoor) AWG 14 ! MCA A 1 ; I Fan Motor Full Load Amperage A 076 Fan Motor Output W 30 j Airflow Rate at Coaling,Dry CFM 332-297-258-212 Indoor Unit Aifiow,Rate at Cooling,Wet CFM 282-252-219-180 Airflow Rate at Heating,Dry CFM 350.311-272-212 i Sound Pressure Level(Cooling) dB(A) 40-36-32-27 Sound Pressure Level(Heating) dB(A) 40-36-32-26 Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. a mm 61!1 Mal Drain Pipe Size ( In (mm) 1-1/4(32) Condensate Lift Mechanism,Maximum Distance In (mm) 19-11116(500) { Heat Exchanger Type Plate fin coil 1 External Finish Color White --------- ------ ------ -- --� - -- W.In (mm) 43-3/8(1.102) i Unit Dimensions D In (mm) 14-3/16(360) - - --H-In---(m-----— - ------------ ------7 --'----------------------(185) --t m) -5/16- W.In.(mm) 46-5/16(1,180) Package Dimensions D In (mm) 15-3/4(400) H In (mm) 11(280) I Unit Weight Lbs (kg) 34(15 5) Package Weight I Lbs (kg) 41(18) Indoor Unit Operating Cooling Intake Air Temp(Maximum/Minimum)' °F 90F D B/73F W B//67F D B 157F W B Temperature Range Heating Intake Air Temp(Maximum/Minimum) °F 80F D B It 70F D.B MCA A 9 { MOCP A 16 Fan Motor Full Load Amperage A 05 Fan Motor Output W 55 Airflow Rate CFM 1,229 11,172 Refrigerant Control LEV Defrost Method -- - -- Reverse cycle - _ ----J Heal Exchanger Type Plate fin coil Blue Fin Coating on Heat Exchanger -- -Yes - Sound Pressure Level,Coolingt dB(A) 49 ---------------------------' ------------------------------------------------- --------L-------- -------------------------------------------------- --------------- Sound ----Sound Pressure Level,Heating2 dB(A) 51 Compressor Type DC INVERTER-driven Twin Rotary Compressor Model SNBO92FOAMT Outdoor Unit Compressor Rated Load Amps A _66 Compressor Locked Rotor Amps A 82 Compressor Oil Type/I Charge- - - {- - oz -- FV50S//11 8 External Finish Color Ivory Munsell 3Y 7 8/1 1 Base Pan Heater Optional j -- --- -- -- - --- ---------------- ------- - -- --'—r mm—- -- 1 (80- —� I W'In ( ) 3-1/2 0 ) Unit Dimensions I D'In (mm) 11-114(285) H In.(mm) 21-518(550) W In.(mm) 38(940) Package Dimensions D In (mm) 14-15/16(380) H In.(mm) 24-13/16(630) Unit Weight Lbs (kg) -- 81(37) Package Weight Lbs.(kg) 88(40) i Cooling Air Temp(Maximum/Minimum)* 'F 115114 { -- --------------- ---•------------------------------- --------------- -- - -------------- ------------------- ------------- -- ------------ ------- Outdoor Unit Operating Cooling Thermal Lock-out/Re-start Temperatures" °F -1/3 Temperature Range Healing Air Temp(Maximum/Minimum) 'F 751-4 Healing Thermal Lock-out/Re-start Temperatures" 'F -9/4 Type R41 OA Refrigerant — -- - -- -- -- - - -- --- - -- - - - Charge � _ Lbs,oz 2,9- ,9 j Gas Pipe Size O D (Flared) In(mm) 3/8(9 52) j Piping Liquid Pipe Size O D (Flared) I In(mm) 1/4(635) - Maximum Piping Length FL(m) 65 Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. i r Maximum Height Difference FL(m) 40 Maximum Number of Bends - 10 Notes 'Cooling(Indoor//Outdoor) T 60 DB,67 WB/!95 DB,75 WB AHRI Rated Conditions(Rated data is determined at a fixed zHeating at 47°F(Indoor//Outdoor) °F 70 DB,60 WB//47 DB,43 WB compressor speed) - -- — -- _--- —-- --- - ---�- - — - ----— - --- -- 31-leating at 17T(Indoor//Outdoor) T 70 DB,60 WB 1117 DB,15 WI3 j �41-leatmg at 5°F(Indoor//Outdoor) T 70 DB,60 WB 115 DB,4 WB Conditions — —-- !'Heating at-0°F(Indoor//Outdoor) T 70 DB,60 WB/!-4 DB,-5 WB 'Applications should be restricted to comfort cooling only,equipment cooling applications are not recommended for low ambient temperature conditions **System cuts out in heating mode to avoid thermistor error and automatically restarts at these temperatures l i r ,I Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. i • k 8 � � � � d .k a V Grille(required) to MLP444WU Anti-allergy Enzyme Filter r MAC408FT-E i kumo toucl RedLINi Wireless Controller r MHK2 [ Deluxe MA Remote Controller' r PAR-40MAAU ---- ---- - - -------- Simple MA Controller' — c:PAC-YT53CRAU-J Touch MA Controller' r PAR-CT01 MAU-SB --------------------------`--------------- ----------------------- ------------------------------ Wired Remote Sensor L M21EAA307 Wireless Temperature and Humidity Sensor L PAC-USWHS003-TH-1 System Control Interfacet c MAC-3341F-E External Fan/Heater Control Relay Adapter r CN24RELAY--KIT-CM3 - -------- -- ----- ------ ---- -- ------ - ------- Wireless Interface 2 PAC-USWHS002-WF-2 Thermostat Interface PAC-US444CN-1 kumo station®- - -- — c PAC-WH801 HC-E USNAP Interface i z PAC-WHS01UP-E i IT Extender .PAC-WHS011E-E ] BACrl and MODBUS®Interface c PAC-UKPRC001-CN-1 i t External Fan/Heater Control Relay Adapter 'c:CN24RELAY-KIT-CM3 Lockdown Bracket for Hand-held Remote Controllers - — -- i c RCMKPICB Advanced Blue Diamond Mini Condensate Pump w/Reservoir K Sensor(2081[recommended) - c X87-721-208/230V ' MicroBlue Blue Diamond Mini Condensate Pump(110/208/2301 up to 18,000 BTU/H X85-003 (30A/600V/UL)[fits 2"X 4"utility box]-Black i TAZ-MS303 i (30A1600V/UL)[fits 2"X 4"utility box]-White TAZ-MS303W i 'Requires MAC-3341F-E 2 Allows indoor units to connect to an MA Controller Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 7 Em-11 M1, 11 Air Outlet Guide — J 'c MAC-8813G i r Optional Defrost Heater MAC-64OBH-U Hail Guard r HG-B4 i Outdoor Unit 3-1/4 inch Mounting Base(Pair)-Plastic i r DSD-400P Condensing Unit Mounting Pad 16"x 36"x 3" J c ULTRILITEI ' Outdoor Unit Stand-12"High L QSMS1201M Outdoor Unit Stand-18"High i QSMS1801M Outdoor Unit Stand-24"High QSMS2401M Heavy Duty Wall Mounting Bracket—Coated Steel c QSWB2000M-1 Heavy Duty Wall Mounting Bracket-316 Series Stainless Steel 1 c QSWBSS 15'x 1/4"x 15'1318"Lineset(Twin-Tube Insulation) ,c MLS143812T-15 30'x 1/4"x 30'/3/8"Lineset(Twin-Tube Insulation) c MLS143812T-30 50'x 1/4"x 50'/3/8"Lineset(Twin-Tube Insulation) ;c MLS143812T-50 65'x 1/4"x 65'/3/8"Lineset(Twin-Tube Insulation) c MLS143812T-65 Specifications are subject to change without notice. 5 2020 Mitsubishi Electnc Trane HVAC US LLC.All rights reserved. a C m IN Unit: inch INDOOR UNIT OUTLINE DRAWING CENTER OF CEUING OPENING HOLE/SUSPENSION � REMOTE CONTROLLER (TOP VIEW) BOLT PnDVCRLUE IS TIE SAME in OUTLINE DRAWING N 2-3/8 3!4 1/16 — THE METHOD FOR STANDING o1—iDRAIN FROM INDOOR UNIT ---- -03 00m CUT THE DRAIN HOSE (ACCESSORY) r ® ^ FOR USE, IF NECESSARY. � r------------�'------------T N DRAM PPE 44, L- ---------- ----------- CDNNECIIDN RIGO `o AR RTTLET(INDERS� C0t88=CTH1N PART OF (RIGHT SIDE VIEW) OD PYC PIPE ATTACHING BRAIN HDSE 9/16 r, OD 01 IZ6mv) 5/8 41-3/8 SUSPENSION BOLT PITCH 5/8 ELECTRIC BOX PPE CONNECNTN N; 14-3/16 (GAS PIPED rATTACH% (BR ECTION PART 09.12:03/8 (FRONT VIEW) ORANH O18 01/2 43-3/8 ATTACHIG DRAM HOSE ORAM PIPE I 1 t11 PIPE CDNNECB0N OPE CONNECTIONm ,o v o Odglm PPEI ?37-13/16 3-1/16 \OD�o1ue� 01/4 ; 4-7/B 7-5/16 Lr 4-3/4 4-13/16 2-3/8 0 0 Ly7—CELUNG SURFACE ao (15/16) ELECTRIC BOX ���AREA 1-7/8 � p W ET Q� 57 3 s ITI THE BOTTDM OF CELLMG AM CaLM BJf;SURFACE 02-5/16 RAM PAN RXMG SECTION OF GRILLE DISPLAY AM PPE CUVER IS IN THE SAME SURFACE RECIM PARE GRILLE OUTLINE DRAWING (MLP-444W) 38-1/16 MAX PROTRUSION OMENSXN OF FLAP 09/72 KBTU/H 18 KBTU/H ' 1-5/16 RECEM 47-1/4 15/16 1/2 LIQUID PPE 01/4 6-13/16 CL EXTENSION OD 6-9/16j PPE DS HPE 03/8 01/2 3-5/16 I o RAPED CONNECTION p — ———_ __-- —— CL m CONNECTS LIQUID PPE 01/4 IOF PPE PPE FARED CQMECTOI FLARED 1ORNECTI11 101 GAS03/8 01/2 6-9/16 BRAIN HBSE EATP6UATER OD C39NECIION W. EFFECTNE LENGTH 01-1/4 01 18-7/8 6-13/16 m o m m HOLE POSITPANEL IN DRAM PPE CONNECTION RIGID PVC PIPE OD 01(2 mml FOR PANEL NSTALLATON I PLACES) co NOTEI CUT THE BRAN HOSE(ACCESSORY)FOR USE IF NECESSARY INDOOR UNIT DETAIL VIEW (TOP VIEW) 10 NCENTER DF CEILING OPENING HOLE/SUMSION BOLT PITCH/ m i GRILLE IS 11E SAME --------------------------- ----------------- r r ___________ �O N AR m i BOE] OUTLET 3-15/16 37-13/16 3-15/16 2-1/8 41-3/8 SUSPET=BOLT PROM2-1/8 13/16 45-11/16 CETLPG GPem HO(E 13/16 47-1/4 ami OF(dillE (FRONT VIEW) susPearoN BOLT M318 suSPENSION BOLT N3/8 013N n lli7 CELURG SURFACE GRILLE CEdLCG SURFACE Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. { BONN Unit: inch(mm) REQUIRED SPACE "1 4 in. (100 mm)or more when front and sides of the unit are clear m a� AQP�e quor..(lp0 R`r �o 15-3/4 v Ai In Drmn We 01-21/32(KA09/12/15NA) n n Drain We 01-5/16(KAos/12r15NAH) �L s Nr N �� m •o l2� 2 (3 � ote o� 0 0 o< i +{d� N rn • m 5 '2 When'any 2 sides of left,right 1-9/16 and rear of the unit are clear A" out 2-holes 3/8x13/16 Service el - 7/8 11/16 Handle Liquid refrigerant pipe joint Refrigerant pipe (flared)01/4 W N N In - "' Gas refrigerant pipe joint N N N Refrigerant pipe(flared)o 3/8(09/12 KBTUIH) C'4 ^ "' o 1/2(15 KBTUIH) r N 1 m r m 11-29/3 5-11/32 -15/1 19-11/16 6-23/32 Bolt ptch tar installation - 31-1/2 2-3/4 1340 Satellde Boulevard,Suwanw,GA 30024 Toll Free 600-4334822 www mehvemmm c Etus FORMA MLZ KP12NA I SUZ-KAl2NA2-202006 I ntertek Specifications are subject to change without notice. ©2020 Mitsubishi Electnc Trane HVAC US LLC.All rights reserved. . . A _1� `�A�Awlc__� '. 1��A� N(__:�23 �Z(_r�T *J cuob_e "I - ,tNj . `�—� � ?(�,��,� - - - – I � I I I I I I I I I I I .—1 0,�--- - I -- I Mu-st provide Manunle-t Blower door — REVISIONS - I 0 - Dt J and S as per �* and ductr,rork NO. DESCRIPTIONS D : /n 17% 5 � /n NYS Energy C0,40 testing requircd, 4 , 11 a c� � c � enL �z 1350 Paradise Point Road, Southold, New York 11971 ow .1 .... . ... t� nvf I ;:::� 11��Vv. .,-;: : :: ..'::I... .:,��::: .. ,' ' .,.::i:i: ]i . , All exterior lighting ., , ., . - !;:0: ::i;i:;:.-.,;::::::;: :::r,:: �: ii;$��,��i;iiiiix _ .:iii::.::.. : : ,�\� ,� , -i.--111�1,'!�iii-!�, :: . `:, :::::::::::i ::.... .... ... In . , wlllol! � : i��i!�!�i�i�ii����i!�iiii�il�l,- -.., "i�!;;��iil�i�� 'ov , m. ..... �. " �`, , " .", , ,,, . ...... . I 1, I �\ �..... . �iU 4: q '!, , ""t 1, , " . , ,, " ��i 11 li�r�,�', �, -,11%.'' .111, ... ,.. .::.,iiiiiiii�ii: �` ".."gil".1iii, ,� """ "'i., !1:1:!,:::j, 1ii . � �1, :::% : : . !!:iii, !�.. lliii:i . �..,,i, li'".., i ,..1111��11111 " .11i�� "M . . , :i:�,:iii, : . 1....W :::: - 1.1 1. Illli�ii ,..,,.i".:,,1,, ::!, Il�!�,. ' ' ,"..'N' ,,,,,,,i�::�ii�:,,��,,,,ii�l:,i�i :::::: � ii�i Wis. !1 , 1!1111:`� "" "il�i�, ' 'I �:: ,1�S1 ��A N?\V_rx st.illed, replaced or .: � lil i�ii�::: ��,:i�ii!�!!�Iii!��i�: �:::::::::�: :I , , ? : ::: " , " ] 411��i ;::: ::,�!i���i�l",���,!,,,�,*!I,��iiii.. iii::i�li�:��!.i� !��:!!,��:, � 0 R 'i�".,:,�:�:�:ii:i�:i�::i:i::i: 1, "Ill�,��ili!!i�i�,���l!���ill���:l� � �,ii, O,F, q i�ii,�:iii:l,Miii iiiiiiiiiii:�iiil'1.11.ii F'o V repaired shall con rM , _,� , 3111111,114111 li��i�!��!�ll���!ll��!�!!!�����l!� N :,W��.:�::, ,,�iiiiii�!!�:iii:�!!l PROJECT DATA: 11�0�)E- - ", THE FOLLOWING CODES: . I ... :,:�i]iii�:�i�i;::.iii��i�ii.,.,;i 1 't� ; ��iiii::��ii:,:��:l CENERAL CONSTRUCTION SPECIFICATIONS — — - ... ::.::.it -4& -ruc_ '� � - - � , 11 � yi � — "� 4, . .i� ;�: M, _, �I lili:i�ii�!11� : : :;:::�;�;ii of 1%1- - to Chapte �v � �F,, � :::::: :��:�:::��: M 4 � 11,� ;Rk, �:, " N k -, :�::iii!�i.,I, 1'��, ,iiii ���:::: i 14� . �:::::::;::!:::�:.::::! :�:: �;X: * Code - - R N 4 't V""i: . � .� .. ii�i:: , �rk��31i,ll I 1:iilli 1 1 .� V- �w...... . .4''. M .�'.. ;:: ; 0'. ,*��,'L,,, , 1,�IF,," �T � I 5��� ,� 1, " ����', , .1 ::�:;:: � - ;;;:�� ZONING DISTRICT: R-80 - `1!: 1: :::�:::�::;;;�;�;��; DIVISION 1: GENERAL REQUIREMENTS - I I 11 , ' i . "T �� K_ , :��;:::;:; I%t !� ii��X.�1�1. I .. � - - ... . ....... ,, L ...64 , :i. , 11:::::1:�::::::::::::;::�::: THE INTERNATIONAL BUILDING CODE / 2015 I-1"i",,,Q T , �; h �i ��,:�!:!��!:�!Iij,�:!::!! :!1:!::.::!,::::::;:��;:::�:: . ,:-%-7, � �:�:::!�!�::::::::::��� I 1 r, x_i:�_ ,Z ,� . , -)r,�f U�'d * ��. .g,�. ,ii� "I . . ,;� 11 ��-e , " W. �� i.w�1� 10i,". R , 0" ,�,� 3r, " -.1 iK.18 �:: ,�i occui M _ �� :" , , -1... ..��-- ''n . 1. � �::: I USE GROUP: R-3 (SINGLE-FAMILY RESIDENCE) ... ...;' , ;I.F ,�,-n , . �:� ;���;:::; 01038: MODIFICATION PROCEDURES . 1, I .;. , �:::Vs,ii��mu, !�� f 5, .. C.", .. F.,-...." �" - _ ,:;il�:iiii �ii,i �:� ":�:i::;:::;�: :, :, :, :, V,�1� �_... .... .. .?�%,,KZ1 V��...-;- , . . . :!. !;!:::::�� :;�:: THE INTERNATIONAL MECHANICAL CODE/ 201 5 i: � ;;;V; : :;�:;�::1:1�l::::::�i ::: ;::::;��: - � - - .re�.',' -F.�. v x-- .,�� 42,.:iii�-,". i �:! :: ��:�� CONSTRUCTION CLASS (EXISTING): V-B F .,. % ". '*' ..." , "o, . _ 6ii�_ �i1 �!:::11:::::�:::::: 1. Contractors shall promptly notify the Architect of any ambiguity, inconsistency, or error that they " , " ... �_-,�,,V , W, -, go, 4 1...Z I. -.��, _UL A,' '941, _I.—-"'., -, , 0 --��-�',,,,,�,�",-%-""S���4,�F, :-,-i,0:i�V� �. ... . r' U" LflVe!' Q, , -!�x ,,��2��" 'i�4, ; — ,. ,_ 1�!Iii;lilll��::: ii*...ii�i, N::��::::: I --11, : �� =1111., 1"'. , " F:��.A_1_#M.�,' '.7M..�'�,'gm.,j,..: -— : " 'm'. . may discover upon examination of the bidding documents. Site and local conditions shall be reviewed PARCEL: -81-03-23 �16- .% . " : , m :X: ::::: THE NATIONAL FIRE CO 1000 , �� :::::: , , , e� " . �"' : . �, :::� I %, , ; Z - , ft.......... me _ - . ,ijp gWAZ. ,�i�:ii:iii::i�li!ii��i, on site. .1 .�, , , ...F ., - ,_ " ; ,=* . 1: " :: � TRICAL CODE/ 2014 2. Any interpretation, correction or change of the contract will be made by written addendum. i .�v* 1"14111 3`- " . - - TF I.,� __ ....�, _. a N,-" A""" �' . �����ill��ll�ll!il��i�ll�l��:111����ill�:� ::�::���;� ` �,r, " �� � I., .ai, .1 t", ,�"_,��, i, � , � , , � ", . V11 ,OUT CERTRUT E , -, I 1�W:.. ,P R." %"%�' �� V. ,W. :,j M :1-1 . ,1 ME 1.11"'.. , _�., 4 Z i�: a'!� -�"I��:::�p�i,�,4$�, . � ,154 i..%WWWRe� � 3. Construction variations from these documents by the Owner or Contractor shall be the responsibility — "' I . .1 MV Iff . I I 4A :," : . I ?I of the persons making such changes, 11 , - � :]ii`i.;:i 1. � ,.. N. 7��*��:�! 9. I Final DOB .,�,, , I",: W,14,�,, -,-, n� � ,� . . Or" OCCUPAINCY 1� I, -IN�,1, . � I 11 i , �. �� , , - ,� � $ . , ': THE NATIONAL STANDARD PLUMBING CODE/ 2015 , . .k 1 . 'I� . " M 't X �::..".�%-,`!:: 9% . Submission , I ...�4,: ..1.. 1:: .... ::F7��* - � 11, ,�,� - I , i�," ' 1!,m, : 1 1 A, ��,`, ,; 11 4 I-_1 - I ",", , ",", ::: 1:,.: 01060: REGULATORY REQUIREMENTS THIS PROJECT IS DESIGNED USING THE INTERNATIONAL RESIDENTIAL CODE / 2015 8. Client Meeting 0511 � J ii ii :�i " 1........1',.'....1:.:. 1�ii:::: ,:�, � 1%4 ii l�! �;.��-,i !-0 11`i�Z".*�� ��4�10'�:'��i�i ���!Iii , - ., , 0 _11��, ri � � .. I .1 I �� .iii�.?,� % 'i 1!9NF - �. , :::;�. i�.���',`!��il :i����iii�i 11,I 1-1 i! 1 1. Work shall comply with the "New York Uniform Construction Code," the "Regulations of the New York , , . 4 ........ .i�� , ...................1.11 iiii) , � �!,�`,4,1W A ": ...... - 7 : ; �.., -.!.:::,...... � A ,1� .% ,� i�" ii.0� I �iii:ii�, , ii�ii ����!��ii����ii*.W�",i����!��.!i��i�ii���� Uniform Construction Code," and other, regulations, ordinances, utility companies and all governmental 7. 100% Complete-Flnol Client Review 05.01 — .� a �iii:ii� l.", . -111- � 40, �7i, ki - I :, .4 ENERGY CONSERVATION CONSTRUCTION CODE — — `_�` , , I � T '... 11*��' k- ,".." .JF'ffi:i8 1M... I I agencies having jurisdiction, most recent edition. . 11WIl"'It � . . - ...... , , -:,�;, I I fi,,� - i.-- � " :. ., ,�:�� I. 2. All construction work to be in accordance with and conform to "International Residential Code, SitePlon/Utiliti 11, i�,.', k %� � ',ii ��!-� F4 1,,� RiW �:. 1111 ::: - ti ,,,0,,"0 6. �s Submission 05.0: : it;Wl;* -�!�-,� . ��� .... , !-A ir "... ,�� : ;:., ,��: , .. R � � L -.4g. ': Rll ,,, i , .. OF NEW YORK STATE 11 11 ....... I. � , _����- Ai&�.�ii��ii:!:in N',-�, , -..�::�� .��.' I , ���i li`1� !W :,�, %7 �. -1 I�X 11.1'� -,� � , , ." .. / 2016 /2015,* including ell subsequent revisions and amendments thereto. ZONING INFORMATION: R-80 District `0'r111 ::. .,?�1-:.-1:.'., 1*1 I I I 11 . , ,... , * �: , - .,r 5. 1 Client Meeting 042 ? `� iii:i:iii�������,�i;�.�%���.�,!!!�,�ii�i�����iiiiii�iiii�iiiii��ii,�-'.".I.��i!����i�.` .: �4 - 80% Set . il�0*, !iii;,;;iiiK::, *ii"'...,.....".... 3. All electrical work to be in accordance with and conform to 'The National Electrical Code 2015," . . , ., ::;- - .. I . .....- . . .. :%.�.......'.....'... .:..:.:...iiiiiii.'.:Iiii 1��.��i�i:::��, . '.:1: I ....1.,,_:5::Ni��iNlr... *.-� :::..:.-ii::,iii,i1i;::iK..: �.. . ., .�iii]�]iiiiii�iiiii��!��ll�l�ill�l�,...:��:�".,i:�::iii��iii����.'!�.,�ii::�!�i�!�!��!!!iE�:������. --iiiii, -i . I , .A. 1 . ,ii..:�!ii!01*I.............I iii�i�ii!�iilil��iil§i�i�i�i�ii! :.: .. it - I .._ 14% including all subsequent revisions and amendments thereto. Current Zoning as amended through November 23, 1971 Residential Low-Density (2 acre) I!11!1i1i!!1!!!!�Al!ii................... ,wa ..., ., i�:... i:i:i:i:i ":�:,�:�i:::�iili g.: 4. Board of Trustees Hearing 04.1 I , :i .g:::i�;:iii . ` " � .,.,: , ,. - - Mr,'. I -,-,*-, -�, , . '*' .. , .�. 111 ..� 4. tll mechanical work to be in accordance with and conform to "International Mechanical Code/2015," and referencing Bulk Schedules added Januory 10, 1989. "' : D R A W I N G L I S T: . ,,.11 .�t'1�, 1. including all subsequent revisions and amendments thereto. 3. Client Meeting-40% Set 03.21 01 P. ,�.- ,�,� " .. — . F ',- , - , �$ "�_ "" 1 4 V 5. All plumbing work to be in accordance with and conform to "The National Standard Plumbing C " " , �� * ,, ITEM REQUIRE EXISTING VARIANCE r I ji� ,�. � . �, A 111� .t � G100 COVER SHEET, PROJECT DATA, MAPS ETC �,I . I It "�,I , - _14 � CodeJ2015," 2. Foundations Package Issue 03.11 � "i I " *�, *1#_.. -1- .. - W. '. ,�i . I including all subsequent revisions and amendments thereto. , ,, , ,iiN i�.e�,g a - . - 1 L .6 . ,� �! A" # G200 SITE & UTILITY LOT SIZE (Minimum) 1 Zoning Review 05.2, ,�.1 � 11, 6. Al Energy subcode work to be in accordance with and conform to "Intermational Energy Conservation 80,000 sq.ft. I � : . " .. .W il'1Z, -,,#�� 71,553 sq.ft. Existing - I J - . ` %J 20:�# I Code/2015," including all subsequent revisions and amendments thereto. 280-14 .. . ... .,.. :1. - � � , .; �� . .0.41' 7. All Fire protection work to be in accordance with and conform to portions of building, electrical Non-conforming No.� TO WHOM ISSUED D� — AIOO DEMOLITION PLANS and mechanical subcodes to the extent delineated in N.Y.A.C. 5:23-3.17, as the Fire Protection subcode LOT WIDTH (Minimum) 175 feet 125 feet Existing I- ISSUES rv_i--� Front/Southwest View A200 FOUNDATION PLANS for Ncw York. 280-14 Non-conforming — �,��Sccfle�- NTS������ 01100: SPECIAL PROJECT PROCEDURES LOT DEPTH (Minimum) 250 feet 572 feet No Diane Daley and Edward Daley Ov - A201 1. Work shall comply with the "New York Uniform Construction Code," the "Regulations of the New York 280-14 1350 Paradise Point Road Uniform Construction Code," and other, regulations, ordinances, utility companies and all governmental Southold,NY 11971 1'11jF 111.-_W-W.___..-____�- _5-W;-,I 1101111 11111111110T : agencies having jurisdiction, most recent edition. � ,� -, _ " ,"-7 .*1, � " �q,# '... I I : I . I 1��i, - , . k" % A202 GROUND FLOOR PLANS (201)653-6610 (4,E;E;a ,) I , � ,�� . , W" � FRONT YARD (Minimum) 60 feet 436.6 feet 390.6 feet No I�,,�.�' I - * � ,I I., I r�� , _ I � 1# � i : . o on rac or nor u con rac or shall commence war under this contract until he she has provided , - 4 14 1 A I m 1�1 � I � _* , 11 , � 11 ii� A I �, I 280-14 0 �� .4 , _ a . , �,� " O� � , 4 �� , �,�1. . � . �, 4 * 0" 11 - 'Ir , � 2'777 _v, -, ��� � �, � I A203 SECOND FLOOR PLANS 1� , - X . I�; - " " -11 f S "' �� I .*:. " I proof of insurance of such character and in such amounts as will provide adequate protection for the , I- � , , xi I I �� ' , , 1A � �, .�I ""I I' -� tJ!�,7E i,� ,� I . , " 7)' � , It � ,� , , , , iiii�i Owner, the Architect, the members thereof, and their successors, all agents, officers and servants of AF , I. 1, I A I �� i - 'i ?1*f* !� $1 ", , I , 10 - �W'- * , q, �, *', 4' 0 - 'I. , " . �It ,o. I*. ', #� 14 � 1. � . * �� '' , I �, 0 �11 A SIDE I , � , - . 11 4. I", ," ,�, 0 �4 i , 0 t -, � I � . ?, the Owner, and the Contractor and Subcontractor against all claims, liabilities, damages and accidents. , C � I . .. . , , " q'Z�i Z, - . - ... - , 141, r , . ...... -4�� . I 4�, .4 *� ,* * �' � � * � I It " ,F:1 - 11 . YARD (Minimum) 20 feet 1 3.5 feet Yes, 16 1 %.. # �� �, ,it - �, �: . .Z . . I . , *� �* 41, _ I DAT E: ";:'�' 'i� 1W ,� ., f � , -,i Z. 4, � -� . 74,4111 T �: I I A204 ROOF PLAN Such insurance shall remain in force throughout the life of this contract. 280-14 * Match Existing - . , , W" 4� �- � q i; - � _; 11 , *; A 4 4 , ,� Wav *_ 't ;� �� % 4�� 7 �� wal,� -1�- ?, � I - � B.P_ -,—,--- ,� _ . � � �, .: . A �r ,a; * , , , F - _,W, , 41 "� . q1,:x_--. f �.- - W, `,q �_I W,A-� r " ' ' ''�', , I * ry? ,,2 -- - r- . �. ,* '� _'' 0 ' , 11 - ;�, , , " �,, I �t, " i �, , ,�T ,\ 4�� #r #� ' ' - `W� "p, � .4�,S-�. . 4,1�, t, 1. ; " 3. Each Contractor by making his/her bid represents that he/she has read and understands the contract , If - k �9,`*,,� ".�, , _r,,N, I , � I .�::.. - ,-1 W A, . FE I � ,� % " I , 4 r ., A _ ,_ A , -+ - _=_ I + * ,�* � * �,� ,A� � * , .. '0 _ , � , I- A� - 5D_� i � 1: �0 Z I- + " S r 20, , . 11 '.: documents and his/her bid is made in accordance therewith; and that he/she visited the site and has BOTH SIDE YARDS (Minimum) _a-� � � �� \ 0, * I. I � ..� 'Y' I . ,, I , .�i� ,10 ,:��q_ , , i I __ , 1, - � , , � ,* a. .,.,4� �, .,I Z 1, �.,11 W . I �. I A300 FRONT ELEVATION 45 feet 47.7 feet a No , , ., _n �, �. 11 I I .. NOTIFY E!;-1IL0"`!G DEPARTMENT AT I A�;I, *-� 11 4'�, :,,,-&*it. *: � , - 4, - * *.'illk.,r ii� $ i familiarized himself/herself with the local conditions under which the work is to be performed; and that 280-14 ' "' [� :I " . " . I 4 I I ,�, I _ , , , ' - I , I t - " "I "*, * * " . � ..j. g. tt�I i�_ # -, , , iv� " � i, I :�� , ,, ,�.&?. , , � . - 0. *,. �'. - '. r� , .. �� A � 111�1,i* 1, � . . V," 4� * . �, �� � , -I ,,,*� � i I # 1 I � !�-: �� ',,,,* � I ,1! THE I - �, I � * w I- � , I Ir it �� I — �r "k W I", . I I � , I � . 11 I - f , q - 4, �. , I 8 11 -1, � ' , I 1�1 " his/her bid is based upon the materials, systems, and equipment described in the contract documents 765-1802 t), TO ,I Pt.! . I I , � , �) � - , . �� I � r � I � .` r 4.,14 FOIF , , , 1 4 � , �, 1. �, t , * , 4. 4 � 4 I A301 SOUTH SIDE ELEVATIONS — 1$1 � 1� �, � , ,�. t�,.",& * � � � . � I 4- , ��1, I #, .� I .A*. 11 " I , . I 10 iii�, ,�r� ,,, ,O 1� 1�1, without exceptions. REAR YARD (Minimum) 75 feet 93.6 feet 85.6 feet No FOLLOIAIING lN'S' ECTIO!'JS: ", , , , . . 4, 0� I " � .� I � �- I _�,`, �', , . ,. 4 � . � 1��t, �. I r V., , , # I� *, * .r �. �" * , . ;,4 -�� r-�,, 1, , r . -� �r �,�, -1 I"t�'� I A , ii.',*,,� - ��. 1� �, # ,r " i ,,, ',; I. I .1 , :::,.., I I , 4 , .., " , -.1, _r , � 11- "i� 40 ,-. , , . � I � 'I, , '. � *�,�� � " . '), , �, i 4. All permits and inspections shall be the responsibility of the Contractor. All permits must be clearly I'll I I , -1 0 i .� , - � ., . I i ,�, _i I * � , , *� �,`�',' r"""'. " � i 280-14 r -� Ir 41, ;1 l* � .. ,�-."O.'r,""' L�. ", 4 - q, -�� - # _�L�` � , � ,: , iie , , I � 1. FOUNDATI,.)i`,! - T%',,"O r,F-QU!RFCi . . , , � : 11.) ���,." � - ,* *,4�,�. 1 'i, , .�. � -4 - o . , I 1 1,; I;a, ,, ; �, , � , , � , . 0 'I * ,�'' 0,; I i:*_.,� * A302 BACK ELEVATION displayed at jobsite and copies of some distributed to the Architect and the Owner. le � . � W,�, I - i 4 *_.*�w;,4, � . . ii: L ! i J , I . "�7 �L' #" '�,' ,I*,�,L l�' � , I ;�,111. � I. I . " t i I " , - l- ; . - , I -,- . �, * & _Tr_ I I -il . -,,, I ,,r, �* , � :� i� * *_ I : #- ,-14, 1� ! ft. 4,240 sq.ft. 7,740 sq.ft. No FOR POURED CONCRI E � , It,",* "� � " ' let � ; -1:1, � , 1� � , " i-, " * �� !'. " � # ' r '_� , ,,, #7,,, 850 sq. I 11 - . � I ,k 14 # I , 0 � 4, 1 �. 4� ,�� ! LIVABLE FLOOR AREA (Minimum) . 111 -1 �,,Ir., I V . ,,,� I �iiK* � ��'*'I' * ' :� '� i A303 NORTH ELEVATION -14 . 2. RO'll"I - FRA�,1111!\'G & P LU�'�*�"1 i"%!C�� � I ", * , _ " , ,4 :, �L ,,� _ ,.; W r': ,,� * r I . i� * I "� , � ,*'r '.. .� ,� �, 4 � r_ '� ' �,� ,- I r 't, " ::: * . � . ,r .- . , * I, I 0 %*� . I� -� .r. _: * ,�. .�5. � , : �:: . 119 1* r'. 01100: SPECIAL PROJECT PROCEDURES 280 . I . I V c 1� - ,v 4 'it, ." �i,�,�,, � � 1 I _* ,� ,: 11", ���r,,� � � I " .", � ,. 3. INSULNPON �-)O : � ��,.,V4 1 al"r V A. �,O, a - i, t 11 �, 4 ,*,,*,-0 �, I I ,- I ,�, �� , ,' � " �, V # . ,e" _* ;�,- * , f 1% W ,- To.- , �- 1'1;,�;' 1. Work shall comply with the "New Jersey Uniform Construction Code, the "Regulations of the New - --- _�,� . DO NOT PROCEED WITH I, I I *'#, �� * ; ,� ,,& " I , ! i I I r-, - 0 - I'';,��-, I �, -, � � . � ,� �', 't I ;i 014 A, I I W W� W, *' "" �P,,* , ?i , --I' ,N ��,-IUST .V. _W� 4r, -�, � ,�� .4 �, . ,, 4' �x Jersey Uniform Construction Code," and other, regulations, ordinances, utility companies and all UN'TIL SURVEY 4. FINAL - CG,,-)TRIUC,i : I I 0 , , ,, . *11 I . I * V I FRAMING , �' & ,F ,o _;Wr�� I , W. _ : p� W, go,ter I I r 1 i .1 a 10 * 11 �, 4 0 4�'* , �. I " � i;i" .,T , , i aximum) 120% 5.2% 9.0% OFNPOUNDATiON LOCATION B[ C,C,�',"."L CTE F C)1-1 C.0. , -� ;,, �, `� "' , i �,',I ,",I 1�k , I , 0 1 � �, - , 6 * � � ., 'Ill�. �'*" - ., "I nmental agencies having jurisdiction, most recent edition. I � 1, ;;� ? , X , # i _ � % - " W %', 1 ; 1�, � � � � I " ...� # -V_iDi �� ,* C* Y.l f" ; 280-14 ,i�,� i 41,r"t � - *. �- , ,, V iii , , A,;i ,.,,Fr,,"i i 0 �11, t� , k I I� I I 1�ill� - I � I 11. �;; � 4'.* ,4 -� "i � 1* �� Z No Contractor nor Subcontractor shall commence work under this contract until he/she has provided I i I t, I I ,V � 4 I V, I N r - � N THROUGH MAIN HOUSE ,)i F . * _ L � � I C, 1,� ! -� - D"I "-'�,Il_ ME,r-1' T! 1. �� 'r f 1 4" �, I ;A :, 1�1 �17r I :: � � _T -1 I I ! -N � HAS BEEN APPROVED. ALL CCI`-13TFUC'11� 1, _s,�_ .1- k I � , � ::_ �, ,, . 4�1.." ,� - , , proof of insurance of such character and in such amounts as will provide adequate protection for the � - v ��,��,�-j�,- Lk 4't� ?L#�L.'. I 11 t5i� , ,V,Ii, S, . - .. , I q I - . JW 1.� * 4� 1 - . ., .. t, .r , ,", , !, �w - Al -, , � .� : 0 , '� 7 .� ji� I '. J EVATIONS AND SECTION Owner, tie Architect, the members thereof, and their successors, all agents, officers and servants of the BUILDING HE . �. � _,� L ;1. �,, �,,":,,". ,4 , ; NTS OF TILI��:CODr f7�or:NC_ 1`11, , 15, .".,L ,!f ..P.- -*�"it IGHT (Maximum) 35 feet 25 feet R F Q,I �R E V r - , , I, I � � %.4 , ". '", I i ( .1, , fl, 11 33 feet 5 in. No , - W � - 4 - !� 1� ". � iii I . � _i, , 4, P11,� � " � I ! ._, - F1.1 1 4 �, t , 4`4,�,��4- t r ,,,r� � - V * ,, , Owner, cnd the Contractor and Subcontractor against all claims, liabilities, damages and accidents. Such 280-14 OR K' S T A I E. IN O'l R E--F 0��-I R� E C i " :_ `4 - � ;, IV �� .� I �� �,��i 'f i el IF I� �� - , .,�, ,',r � . " �I 1.t, ;1 n I I -1 L , ,� .k, 11 " r�� ! "�r 4 " I IV ., � 4� . 1�, I . ; _F",I *�TIV ,",� & . � I- insu ranCE shall remain in force throughout the life of this contract. I , 4"A 1, I '�- ,.,.# - ` . , �, I : A � 4 4.:-.. , � -1. -,�, r � �,- If. 1: � k 4, � '.L I 'TnUC'T!OI\I EIRRO!-� I If, � � r, q,: ." 11 �* 0�1 � �� � , � DE`:';',!kGN O", COIJ,� . ...� I r; � �I . , - ,- , ! ��, ,* * � ` , , " � ;if,, W-,�' � I I , � MASONRY DETAILS 3. Each Contractor by making his/her bid represents that he/she has read and understands the NUMBER OF STORIES (Maximum) , 4 4� �� ,hi 11b" : - I !, 0 �� 0 . , ,�' I ,� . - ,: , '. I I W r - , 4 � � � — I � I # !0; , . .. r.ii, 1 -.ii tW.tC'%�,ji ii �- �. , 2-1/2 1-112 2-1/2 . * - _ I - � .� 744 1 , * 1;. .� . 1. I � I , �_ 11 _ � * -z 1, � �, �0 1 ,"; i No i I ��I � . - � . % 4 1�� 1-1 . lwl��:::� I contract documents and his/her bid is made in accordance therewith; and that he/she visited the site � � 11�-�, * , *7,ji ,,� I '! "'-'-- C F r:?7,'IFIC,41MN I , . A , I ** I- � * �, : *# ' '9 280-14 PL iv,L);-h 1. I _* ;�I , ll r � ka � ,* �& I r , I ill i V I I If* '. 4. ,4,�,6K : - : , ,.r � U, I ;!A � I I tt I � * ,, 4 1 1� ! � '_ , L��ji�;k*�.!,ji::;i!�. ", #1 --; ,1�, � , I I �c � I �, � . . ,7 1 1 'i"�,1�., �I * r AJ , ,� � I - � .�, � j: .�, .1 1( ,, . 11 ,;��,:r,'� I �� ,f " D ONTENT BEFOF � . .. "..�`- - . , I- i I '.. "*r�,,,,, , i � � Z ,� " . �0. i , 'r and that his/her bid is based upon the materials, systems, and equipment described in the contract - , , 4� � I . ; I i 1�11*� � �,it 4' ' ,1;i., ,-�,, ,V1 . 43i_,'i � A501 STAIR DETAILS and has familiarized himself/herself with the local conditions under which the work is to be performed; ON LEA C COM,PLY rATH ALL COE . * Z - , - , . V - T - I I � � � , i_�..:: , �, A , �,�' '� I. I ; , 11 documents without exceptions. I , , - , - � 11� �� L� : � , � � Ir ' ,4: �* # - , � A502 CONSTRUCTION DETAILS GER i IFICA TE OF OCCUPANCY �EW YORK STATE r- Toj�j r t I , -� I N t I��,,, I ,�:!�* 6 *,'� . : ,,ii I W, ", .1 I .. W o S � 4. All pp.rmits and inspections shall be the responsibility of the Contractor. All permits must be clearly ACCESSORY BUILDINGS AND STRUCTURES: DETACHED W,PAM (NO to" - � I r� , * �� U I ,i!� * ,�-�1, " , i "I � "'", ;, I ,� I :.r &A i� it,* L. � I I � I � , . i . I �, it . i.:i ; , 1 4 i I N ... lik, 1� displayed at jobsite and copies of same distributed to the Architect and the Owner. ::: ii. '. .Wl j� I r� � -** 11,r� : ��:��A � : .,�..::l � ;:,,�"-',,I A � . ii. I . �' � - , ,� �� .1i, `y*F:::: : .:ii.. # 1, N DETAILS . i-* , " I #_-� , , � . . ,-,..p ., -,: i, $ fll�4.� , � � 1 . � , , � 5 � 0� I .1 11 .� .f vxi�4f _-N�. 1. . ,. , 4 �i:i:- i: ::!��!ii 14 ..JA � '.., 'I, , 41, ,, 1 ,30LDEP USED IN WATER AS REQUIRED Al"'!)CO'�,:)l i ** - � * - PLY SYSTEM CANNOT � I � . - , I I �� � - 4 . . J. �ft �,, -1 ii�"W" . - J� , , 22 feet 14 feet , � - �, , ,�, , - 11 . . , , , #* , - BUILDING HEIGHT (Maximum) 14 feet &P C - ii, 1P - ' : I _'r , f il*_ " 4 � . IQ', r r. __ - , .:.. . 1% 11 " , _ � ! 280-15 (B) � !I " ", , ".7% , * I , �;, , . , ��'$,, 11 r � :X::7: I � , �' I � , , - T7 I r. , - � , �" ! I � .. 1 �C:7.:: � !i::.: VVI �1� iO * - I I I EXCEED 211 0 OF 1% LEA D. -_%17= ,D _. . �, v�_.:,% . �,. W _. _* A700 DOOR & WINDOW SCHEDULES �)UALITY REQUIREMENTS .. 1; i 14, 0 * 1� � r, , 1-'.1:" i, if ., " I -V I ': �,*� - 1$, � . i � � , "' � � 1 I �� �. r I. . . ,rl,*;, ,. 4 '4 , , � 01400: . M�71 . * .—Ii: ..". ,� , 4i,* ��� .. i M , ,�,,, " I I- I I I ,.,.,,i,r,,, � �i, 13ir _� "I 1. Labor, materials and workmanship shall be in accordance with the highest standards of the industry. SIDE AND/OR REAR YARD (Minimum) 20 feet ' 25.4 feet ,i,r . ,i.r � :.. . ,i.r ! �� , gr _ � : , I � � :. . 1, "7 "w,4, � , 0 ,� � : , " W, � , � , i I �!�mul�i r, , t, , 1, i i i 't, *,�* 4r � I . I � "�.�t . I � I� V7�'11 7 .� � li��__ � il, �_ , - , - , _ : � , 1, - - ,� I , , - :, � 4, �; i I , � " 4 r I I .1 .1 , * � . -4 ,W, i ,g , � � 2. All work performed as a part of this contract is to be guaranteed by the Contractor and 25.4 feet No �, " . I I I � ,# : . 280-15 (B) — f. . DT7.4.11'r .. , i� � , R�# 0 �. . . Ir.V' ill,I� , I i /or ltill I "# I " 1 :4", . :�i': r . ,. * � * * # I ,.i Subcontroctor and to be free from defects on material and workmanship for a period of one (1) year I - ��� 4 1W I � � ,r 41 �, I!, I'll ,� �, . �,IZ - � 4 %_ , , � , I . I 1-11 . �', lks ;1 ,*� :c �, �, �� #1 I, _v I X, , i , � PLUMBING "I , . ��� # , 0 , � ,'is ,i $ 4 * " I & 1� . ,_ F . I � � , �� I I,- � I '�� ; f� ,� ' !, * , " -- K) -) I Y.S.V-Z . , , 01 �, I � E100 ELECTRICAL NOTES/ SYMBOLS/ PANEL SCHEDULE/ FIXTURE DIAGRAM from the date of substantial completion of the work: the Contractor and/or Subcontractor agrees to � I �� - - " 1, . 1 7 - ,� � ; ,�, �.- � I *�*,*��,-t .� . t .i:. , - , , , ��",- 1, �', ly, , t, a, tr, ALL PLUMBING WASTE I'll , .1, ',r k 0 , . I 0*"� I return to the job and make repairs and/or replacement to such defects at no cost to the Owner. , �, - - ;, ,,� � �.v,6* r*: , , - .!1 ,"� - � *; :�.,: , , 4 11 17� .5_ . ,! �� " If',,'.,V, ,",. , �J , ,,� ,X,. , #,, -, # - — ; . I I ACCESSORY BUILDINGS AND STRUCTURES: POOL ��_ ,',NEW STRWIURE) &WATER Ll"NES NEED — . ! & ,� j, r .. ,ii, I ,e ,��Ir:�,�. ::i:". ,if * , - . � ,�rr r � 3. Det0iI3 and dimensions, shown in any section, apply to all similar sections unless otherwise noted. I I , i ,�I I �� I I - .I I I i'� * �#' I #r # -__I . -, .1 ME200 CELLAR ME PLAN 4. These drawings were prepared with the intent that the Work shall be performed by a qualified General TESTING BEFORE COVERING 1, - * �, '� � �,1,� �*,i, - .", 1, . I, "" �! I. I _V , ,f 0 . 4 , �" , li- , , , Wr _.,, A.:. 11 I I� I 0, X I . � L, - , rr 11 � 11 I � � I � 4 t, �� . I �, I � r,.� � 1, :iii ." �� � I � T k I �,I i .. .� Contractor. BUILDING HEIGHT (Maximum) 22 feet, N/A 1 7 feet No � � �7� ,�"' r - I V' r' 0 4 :, 11. . � � C�- 11, � I ,I �'�,, 11 � � ... I � : ,� . - ; 0 1� .- I I i : i� �� I. 101 �� 14 � * , ,_ I � I � ME201 FIRST FLOOR ME PLAN 5. All Wfrk shall be in conformance with all Codes and regulations of any Federal, State, County 0 � � � 0 � , . .11� �, �, , � I Daley Residence � I - , :f- I A4 ' 1�1* .A, 1 4. * I. , � .4 '!�i - *" , - ", 4 ',r' ' . I � t 't ., t � * r' :�r , � r I O� , I I * % I f, I V. i .1 280-15 (B) , I 4 ",I :? , 11 -y :. � �I I. * , - �- :: :: .1. I. 1 1,.,�* . , J, -I. i Municipal agency having jurisdiction over such work. � � ,r I � Ir � � , W '74 "P � �,, � 10 z-Z,- I I 11� I , "� f_X , .1 � - �, .;- �t I ;. � , . . I - % . IN* .. ,W, ,� � , I I ME202 SECOND FLOOR ME PLAN 6. All Work is to be performed by qualified mechanics and technicians, and shall be of the highest . I A '. * 1 1 � * ,, � � _ * I ` 3 � . "'*, �Ik - "�r �* � �, � ., a � ,:.i�i:�. , " - � ��� 4 , * I ,�� "i SIDE AND/OR REAR YARD (Minimum) 20 feet N/A 20 feet No " !7 , F,- , ..,,.. , L 1.iffi Iev-Is of craftsmanship. - - I I� � I I � -;�!iii,W, � ,,,, :*4-N �, . I ,. ,� , , , W�,, , � ,;q; !"I'li. . #1 1��%�,*11, " ! � 1, .", I � .1 . I I , ,�� 11 o . - i . 1. I I � *V � - � � � ". , "',, L I ��, , -, , .� ,� Lt, * � 0[ 4�iir, - I � 1'� 1 4 �: 4'. � _ z , � ��_ � . , it �,:" , , . � i::, ie , I : 7. Any discrepancies between the drawings and site conditions, and any incongruencies present within I r , f L 1, , � ., 0, ,��,1, it , 1,. 14 � I r,_ �'r 0 *,* '. I I 'i V i 280-15 (B) - in ,�, , "., I ;1 , _ 1�� L ". I I � 1� ,W 'r , , ! , ik � VIUSS PLACARDING RECIUMM "� " , _� , ." � ' �" 'i' � I I ." I " ; Aw. -_ " " � these drawings are to be brought to the attention of the Architect as soon as they are noticed and prior 1 ilil . r I I I :i �*,, , 4 14 t , , �, , . r � c n � 't�1� � - 1� , i I �' I� L . . q , : ��:- . "A. � � ��, I , L . "I , ' , � � -W, , � I _ r, 41 , � , I I -, L., " �.�,I �, � L . � -_ I ::::: 9 I i . *0C I: 44 Ii! to continuation of the work. I_,,,�k �:-. _)_ � 'f ,& r " ,� V4 I� .� il,..C,5� �� : � - T,I ,,� I , _N I: " -, I'll � .. I: I L I I I � 11 I � I I K % W 11'� I Z . I P100 SANITARY/STORMWATER RISER DIAGRAM 8. ContrQctor shall maintain Workman's Compensation, and shall maintain for the duration of the project, ACCESSORY BUILDINGS AND STRUCTURES: BIXT HOM (NO WORK) [![c,T,,Ju�,V 1'1��r'7�6�f r,,r. " 1350 Paradise Point Road � _ 4 , � . t 11 -1 ��, , � � � ,� ". - ,, , � * , ,i - -1. ,�L� � , I- 4 J , 1, ..i I ,� I , `11� � � W : � � " I I _1� , . , W �i � V �� ', , 4 � 4 R . ,�, I Public Liability Insurance, Contractor's Property Damage Insurance and Vehicle Liability Insurance and shell i,,,, _-1, - "N, .. ,. Southold, Long Island, NY � I � , I - , I - �".- ;i� � A, 1 �$�, w, : - v �� . 11 � 0 , I �_ ii� I 1� - � -,�� ...... �:, �,* I , �6 * - � � 0� . I ,. I I *� ? � � i . I , � ii� - I ;I . �, ,� I . . , � rJl: I �v I ... � I # �� I I I I 1, ,:��: � � '. lk� — MBING RISER DIAGRAM provide proof of such coverage to the Owner and Architect prior to commencement of Work. 'i'....'....""', �� 1". .! ,I ,. - - - � ..J] BUILDING HEIGHT (Maximum) 22 feet 10 feet 10 feet No - . �_ � - ..- � -, . "",,"""OF" 7_7 __: 9. During the course of the Work, conditions may be found that require Architectural or Engineering "� Vicinity Ae Map int�rvention. It is the responsibility of the Contractor to bring such conditions to the attention of the 280-15 (B) — n a I — Architect and the Owner immediately following discovery, and prior to commencement or continuation of ('m 1 rial Wo-k. SIDE AND/OR REAR YARD (Minimum) 20 feet 4.4 feet 4.4 feet Existing . S200 STRUCTURAL FOUNDATION PLANS 10, Alcohol is not to be stored or consumed on the site, and work is not to be performed by persons 280-15 (B) Non-conforiming � Scale: As Shown under the influence of alcohol. . ��� S201 POOL HOUSE FRAMING PLAN 11, Do not scale construction documents. Use written dimensions only. - . �, " 01425: EXAMINATION OF PREMISES . 'i.��;�*ii'ir% !:.�: ;���:!,�,�i��1:1::,*".�i:�i�i:,:,�ri�i�::.::.::::�:i::'�:�:�:i:i:::::ri:�:,����:,::i:���j:j:�:�:j:�:j.�:j:�:.i;�:j;j:i:��:�iiiiiii��:::�:�:��li; 'I I . .. . � � �i�!!!i!i�.�::,. �i�i�i��:iiii�.!!:�:�:j.�:�:!:��i:!.�ij . :::": - ",-,, ,.,��jiji�i�;�lll:'�i��i������]::'�::iI...r .ii, .:I �:1 I ,� ::�: ::::::::::::::...:::::�::::::::::::���i:: w :.:.:.:iiiii::i�i:::, ,".:.;. ,r::j:j::: :::� ...'.."'...,... - ,ii:: ::::::::::::::::::::::!:: ii�!����i�::�����i�ii�;�i'��i�,r�",���::r�iiii�!�:::::.......'I: S202 FIRST FLOOR FRAMING PLANS 1. Prior to submitting a proposal, each bidder will be held to have examined the premises and satisfied ov,N Y - �i::�:��l::I�:�:..i,:::�i:;:i.:::,��:� ::::ii,.,_...,...,..... , . :: WALL LEGEND : ABBREVIATIONS: ' * .. . , ,� ii� ... :: ... � :i:...'.ii,;: : r::::: ,,,.",'.:::::: � ,,,, ������,,.il�.:::i:i:iv�:::i: .:*i:!.: 1 ,4,�: .1it.'.:..:i0- :::::::::::::::::::... : :�����i:.!�����i�ii�.::�;�ii����� � ,,,, . .: : . I ... !::::i;:ii ' X. �� I r: I ::::::::::::::::::: iiil!.::::i., 1:::::::::: ... iil,.-�.�iii�ii�:.* : ... ; X . , , : '. i;,;:ii:$�;i: : 1,�,, ' ' _0'_:iiiiiii!!�!�!�iiii $%�; :::: .-M ::::: i , I "�' :::.:::::�:::::x. . :i::Xii 1�:,:;� : ,i: � � r .� : ::.r.:::::: :::: 11 , :. , : : ..::::.::::::: ... :::�:::: �::� :::: : i ,;:i:i1:`;-:_. ::::::: . ::: : �- � '. : �: :: - : �:: 1� . :.: � ��:::�::::::::.�: iir . X., ,.i:i.�i:::iii:i�i:���:�!��������i�:���i:: ... : ::iii,:V. : : .. :::::�::: Xi: I , . ;�� ij�:�:,.:�:,. . :��:�::.�:: ::::::!::::�::::,:: ::I:i.li�I . . ,�:�iii�i��:,�����i������:,,,���:::�r:r:�����iii��::r�,,:�i,.�;,$ ._:� ::: I �: : �� j:,,, ��_, - ... %:::::l�:�i: ii,�: I :::::::i::: 1 i ,.! r : , � :��� I ::�_::�::::�::� :� :.� iii� �: , � :; 7 1 ... .. I �:::��:!� :: �� : � : :i�i���::���i�i�.:.�i��::��,��r;::: ,.�� .�;*i::: : r ..::�: �.._:�:::!:�::: ,..i::::i*i:1 I :i:i;iiii:i:i�:.::j; :, .�P.,, :: : i . :*$i: :i:�:::ii 1i .,��: iii�':, _� I ... 0:: ::,�:�iiii��:�iii�i�!���ii�:..��i�!�!�!�� - . a : :�,. 1:_ I .� , �§:J:, . . I N ... .. ,. :� , � portrayed In such a manner as to preclude first quality work and/or product, the Contractor shall refer ii�i�i*i�i:� I- � : r :..:.:r.,'Lr. ..i:,.:::j:::� :::: ,iliiiii�:::.:i.�:i�ii:i: . . .. I �:� ", r :� - I 1, - ...:::�: I.:�!��:::, :i� � � ��i , �l,�.�����...,.����:�iii�.::���iiii��:..:,�ii�i:�ii.:..:iiiii�ii::,.r,.,.:.�' ; � ,%:�,,,: :: :1 �.ii.i:��! I :, ...r, I iiiii:ii�ii� � r , � 2:9 .. �� *i i:i:: ;j:i:j: :i:j::;j i:j:::j:i:,.,iii::: ii� �: : I r��: !... ',r r I :i..ij��,:j::: �iiil::. I :. : i�.... ]:..:::::...,:::i:iii�i!i���i�iii:i:i��!!:�i����:: some to the Architect prior to proceeding. - EXISTING ;I, � . � . : I � . � �: _..... ..........".....'........ E. Iiiii : : I . - ,r, :� iiii�:,. :: ., :r .:i:::::.;:,:i;:� iiii�iiiiiiiiii::.i:iiiiiij; � CEILING FRAMING PLAN :, t �:��i!ii� 11 : � .::i:::,:j:!!: _iiiiiii.�iiiiiiiii! i � ,. :::::: :.:i:i: :. - - - - Existing walls to be removed .... - �: , � ..:,.::� ���:::i.: i:i: i i , : 3. Cont,octors to verify all dimensions and report any discrepancies to the Architect prior to beginning � , . � .. � :::: :.� :::.r::;: :ijj:::j,,,,,,,�j:ii,. :::jji:,:i:::;j:i,:,,,,j I . :,ii�:i:: iiiiiiiiii:::iiiiiiiiii r .. 1: :: :: :::: iiiiiii�:iii:iiii iii;� i xj I ::::: - - - - - , :.::: I 4 M� : :: :iiiiiii iiy i" :]iiiiiii.:iiiiiiii . 11ii. i ii��i�!�� � : - : . . �:!: : ��.. : !; ETR - EXISTING TO REMAIN *i%.. :;!*::i::i : . .:.::j::X, iiiiiii: i*iii��,� �::�:: :�:� :: i .1� : ::� :� : $iii...,, iiiiiiiii� ., r 0: � I I X ::i:ii**iiiii:i:i: jr , �: ::: , . ::� -�: :�iiii� :. �: iiiiiiiii:�: ' I I : ,1;*:;1;, - � :���:�: i� J�ii,�, � :��::::�::: - �i::.!.::::::iill�.,!�!�ji��j�!��,��jii�j�: :ii];i�j ii!i::ii::::ii I'll, '. - ._�iiiiiii.._. :1 :: : ant work in the affected area. , " . � :::: - ::I iii: i , 11"...,`1, , 1!� ; .,:i ::: :: 'i**iiii::::�: .:,i:.-.: .9::!!��:jiiii�i ii, :._,:, ':i,,�::Ii�i:l�:�i�ii:::i:�:j����j:ji�ii�:.�,i, �iiiiiil�iixi � .::::::�:::.:::,:::�i�i���i�i::.::i���,:.:::��.�l�:�:..::���.��....��0er h ��:i,!���Ilj. ,. iiil� � . i �:'� : :, ..::i:�:�'...::�:.:.",Ir.ii����� �,i�ii:::: i::�:]i::�;::::::::::iii S203 ROOF FRAMING PLAN :1 ���::�i.i11*::::ii!i:, I �i:�������i i��� �� 1 ,�. ,���:�:�. :: �Iiij� . "� I ., - :: :i:ji����,::::::::�i,.�i�:��.:.�:i�i.,�:. I .. ::::::j, , . 1� �:. �� I " xi ::" i iii i�i�iiiiiiiii�����'.........,................. ...� IT — :6ii���ii: .iiii:iiii: ,:::: ,r , � ,� � ,rr r :: iii;!!!!!i�i.::`: !.X.,:::::...�1. iiil "� :::: :I ��:, �:�: :::::�::::-:."i���i'*]�i�,,�i:!:��i�!�!!!!!��i:i��,'.i���!�:�i�:..!����iiii��i��il�iii�l�l:i:::.:����l iiii�,i::�i' i: ���ii::::i�i�����::.:.::�i�:i:���i;��,.� — jiiii:ii:::::::: ii,r,i�j,ii:.:.i.: : I I I : � �::!: . :ji.....� �:� . !��ii� : ::: ii�ij:j:j ii�i�ij:�:�:jiii*iij;�,:� 01500: PROTECTION OF PREMISES . I I i*i ,:i :::iiii::iiiiijiji: -,.;:;�,:,;j, ::::������i!��,!!!�����i��:!��������������l,��i�i�.,:���i����i��i��i�i�i�i�i�i�i�������! . :::!:.::::. �:::::::::::::::::!��ii�i:�i�:;:�:�i�:i:i::.:�:��:,��i;:i: ,:.%. r I r : : I ,r � I . :'_iii: ii:,". , .. � : :i:�::� :: ; ::;:::::: ,:: -t I . qo�,'�' , a ;;*1'. :X : ;Iii:d ::::::X:::::X.:::1!::;:::xXx i�� Existing wall to remain N. - NEW :::: . r i :',:Vi:�:j1j';... - .4 1.11,;�i***i� ._.::iij:j:j::�iij:i:jii::.:.:, I 1. Contactor shall devise methods and procedures to ensure safe, orderly execution of the work, and .: , i]*iii;r;:::ii !:�:!:!:il: : I liii:iiiii!�i�:iii:-� ...si:!ii.:jii� ,�::11;�1 :I : I : , "" �,.i::1.ii::*;i:...!!�i�i�i�iiii!����iiii��il��!�!�iiii���!�.� ��i:,��,,�� ;:�:::iiiX' "". ,...... I .:.:i!i:!:.:.:.:.,,,,:.:.:.:.:.,.r:. r, .: . 1: ;:; :: : : , '.. ::����.::..�i::.:'';,:.:.:.:.:.:.:.;.:,; 'r... I : i .r , r : I ,jr' ::::,.::::. ,�..: , . �, i : q, I .: . 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True shear connections shall be provided at all points of cantilever suspension. :::: :::1 :1 : : ,: r �� — — :j:j:� i]:.:::� : - :: $iiiii��iii�i�!ii, . ,. ,: ": � : : :�, , ������ �� �:����� iillll�i, .... 1 .:... _,�x ,J/�, � � : .... . i .. _.. . ,,r� iii!i: * .. . .::::. . , ... I .� � . , ....... : , iiiiiiii:iii:i 11 . ..,.. .: �:: iiiii�i� .:::. .::;:;::::;!:�;:; " \ , :::i : i ......:.� :� " , !i! �:I� . ::...::i,..;::,.*: �.:: .-:::;!1.,.,.:1:1d1::,: 11 i: :: iii. iii i 1:::, ! .... . I ,:: :::::::� : ,1, :: � ��,,.",� I'. � �!�i!ii�!�� 1 ::ii,ii�i 1: .. ]!iiiiiiii : i t_j�� 11. 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The Steel Contractor s ill be responsible for e(act location, elevation and alignment of all hung eve�,k,�a-�V�- 1�1 �: � �:: r :� : ..,,.r...... — ---.-.--, ::: � .i: ::::::: I ::: - :� : : i�iiii.. ,....... ::::::::i�:::�!: :::� .,:. i, .:i . � : :: :: : I i:iiiiijiiiii:iiiiiiiiiii:i:��i:i��i�:::���:�:�:���ii:�:���:i::::��:::i,Ai!:1�:�i��::��i�i�i�!�j�::iii�j���j�j�j�j�j�j�j�jii� ,::i .,,.r...... : :!:;:: : ::::X:i::: . . : , ::ii�:i:i ii. iij�iiiiiiii . ...... ::: : : :11 ::X:::::::::: ��! i : : : .., ,�. , :�::::i:::::::: :,:::::::::: ii ;�1! ,..,...r...r. ;. " Z __ , ::::� : . - NEW POOL HOUSE WITH SITTING ROOM, BATHROOM, AND POOL MECHANICAL EQUIPMENT AREAS, ii 11. :: �:: '....., : - . :: : � :::::::::.:::::::.::::::::::::i:�:::i::.:�:::::�::,.:�.: ..'...r..., i:: . � i � ���� � 4 _',...... 11 11 : ::::: . I I a POOL HOUSE Phase/Revision: 1: � : �: :: iiiii . 'r"..,.,:I.,i...,.,...,....:�... - - :: ..:,i:j:::::::.i:i:i:j:j:::i:i:i:j:j:j:i. �j�jil!.: ,: . .... :::,: ��:::: lintels, as indicated on drawings and shall provide all necessary adjustable connections proposed by and � . r.. :: ::: �i��� — : �I : I : I I .. ; : :::X.. .. .... I � � �� ������i����!!���: : :� � r iiiiiii:m :: - :-> ... . ,.. � :..�i . :: : �:� :: X, : ::�::: . : :: 0i., � .::::::: . I : : - :q : : X. :::::.::��i:::: �;::: : ::: X: q ::; ,:: NEW IN-GROUND POOL. :�:� :iiiiiiiiii:ii� : a. ..,....: �:� I,'"., � �� n : . : ',.,...,..,. , r,��:��� 4��::� ... - Iiiii ,.r....." submitted to and approved by the Architect. ....... ........... : i�::: �� !���:, iiii � : ", ... . :� �r:� r. - ..... "? : . , .. . ..:� : � : :, .... ii., ,: ,ii! / -_ : I :: - R� . ,_1�::: : 1, - ............ - I r : : , �:�,:X� :,.",:i:,Xii,:�:� .: � ............ ;, I I � , �:::,f, i ii:!::I:i��!!�!�!�i:::::i ... ....::;;:;:;�::::i:::,.::,;�!::: P ............ / . All structural steel shall hove a shop primer (red lead iron oxide) or similar, conforming to SSPC � � �: :iiiiii:,iiiiiiiii:iii:,;. -,---.-_-.-- I_——.-- I: 15. .1 r � I T':_ : :� �� �. iiii-::i: __ ____ iii��.�.: iiiiii /�k' �--- � ,:::.,1, . I ,r::,:: :: *::!�.,::�.� I V ;F ., � : � iiiiiii�ii;�,:i:ii ..'��::!;: .1 : ::: ::;�;� : : . i: . .:,. ��::�: point 2-64. : . � .. .�� xii � o ALTERED DRIVEWAY: TO ACCOMODATE NEW GARAGE AND ENTRY COURT AF % I t_,�.i : I N j:i: i ::::�� ::::::::::::::::;: �: 16. All formed steel shall be protected as per IBC 2203.2. :: ::: ::� ��i:�i :;:ii :::. ::i� : : :::::!��: i �: . : * �. :: �:::: :::�: : ::i::�:;:::: I :: V: : :.: ::::: �: ::::i::::: :"""', i !: ., .-* '.iii ..jil:ji,. : . ���: : i:�: :::X ,�, � : ,. :: :: �::: :: : : I: :� : . � r , :: ::� 0:1,:::.�: � , I 11 ::: ::::;.I 1: :�:1: .i� �:: ::ii i ii: :::::���:. ::::::::: :i: 1: � I I 'k. .�'i :� :; , :::: X::::i::: :� :::::::::: : . :: : :::ix � : : .:: :�:: .:�: :: :: . � : ::::: :: , �� :.: � : � ::::1::::::;:::::::::::: . : �i�..,, i ;�:, : : ::: .: :::::: ��� � � . :�::: i: , �: :: �: �::�: .: ::�:i�,�:�,: � : � ::�� � I : �: :::::��:::::: . ::::i: : . : � :�: : :�: ::: : I :�: ��:i�: ., %i :: : : �,: ,�:: �::::: :�� "' ( * J '��;: i�, ::: i:::::iiiiiiiiiiii:.i,i;k :&dI IS::::U:: G10' . t � , ,::,,::�"r:: :: � j iiiiiiii: � 1: :::� :� :: ;,1 :,r: :� :� : ., : 1�i:iii:: : \ 1 ��: ... ..r ... i : � I...r. M, : ... N : ::: �� : � I � � : ::: ... I : :::� _r : " I : . :� : � . 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MIGNEREY Y M I Q_ Q, ° I Y p ° Fw- N O 0 S 65° 14' 50" E o o 0 ! - 3 � I � 572 .87 New 400 Amp Electric New Utility Trench: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o Meter on H-Frame New Electrical Lateral 0 18" Below grade I _ I WOOD STEPS p Armature New Domestic water Lateral 0 54" Below grade 10 WIDE RIGHT OF WAY 32.7_- _ 34.0' ---_ 54.9' --- G200 n New Utilit h � T nC - BLKH re 0 _ I of bl Locate 18" property line ,,� ,� w Y I Y? 1.O'N. d o o �''`' o^ mo. 0 0 I m D44 0 ` ,� Final DOB Submission 05.25.2018 390 6 �l `"� `VI c FRONT SETBACKl 8.0' I 9 `(PROPOSED) .� 0) N p ':;•`, 8. Client Meeting 05.16.2018 rn d ° 20 SIDE SETBACK LINE New Pool Equipment 7. 100% Complete-Final Client Review 05.08.2018 TTACMED 22' - N I I o - line 00 ,MEW CABANA/ N > r> Remove O.H. Electric New Generator o 6. SitePlan/Utilities Submission 05.02.2018 to Existing Garage eo 1 R,QOL HOUSE '\ J 5. Client Meeting- 80% Set 04.23.2018 d _ 436.6 '` _ ` t GARAGE g - - - -- o --- - - - r BaEEZE1IVAY FRONT SETBACK . m N2 d D (EXISTING) EXG NI ° Ki rn 3 v Y o Hearing 2018 4 Board of Trustees He 0418 n " d ° GARAGE - -- -- - - --- -- - n `t Z0 PQ m 3. Client Meeting-40% Set 03.28.2018 N d 0, a D (D M ° ° d N °e a t.� EXISTI,NGZ d a ° r ° oW ° (NO WORK c' CO 9' ° ` ' = 0 4 STORY *� >p N m wo 2. Foundations Package Issue 03.16.2018 O w F RAM'E wo p 1 Zoning Review 05.24.2017 TUB ° z HC3US . 0 v D p D ° a o w 0 o NO. TO WHOM ISSUED DATE ° NEW POOL ° d o w �a o m N -, p >o PROF'O$ D o \, ISSUES pq ° 1 (IN-GROUND) ° 03 �' 2Y STOGY• W ! ASP tT D p c> 00 Z Nq �R7�fWAY p 44' p ° No 350 I Diane Daley and Edward Daley OWNERS IF�T-�I h U ° p o 0 4' W 1350 Paradise Point Road °�/� p I o 60' �� t, d r>~ Southold,NY 11971 v d f^�' d d d `t N d ° i (201)653-6610 d ° 4 d 8.0 40 8.0' -� - - - -- - -- 85.6 G 4d LO ® 25' SIDE SETBACK LINE ° ° d/1 p - ��_� 93.6' n d n f '- - --- ° ` � p c. d ° ° `�`%;;� }I 1 -WOOD STEPS - - - - - - 0 d c. p ° a ° nG I ( vJ/.J/ ]� W & LANDINGS` 00 ASPHALT DRIVEWAY a t, ° ` z' CONCRETE DRIVEWAY a NI NI L o 11.6' �U ° d �mm - - ° 77 D _ C] SA LLIT � �-�-- d ->Z A 2 2 8.5 4 - v _ o H N A TENNA 06 p � Y O Z N 65014' 50" , W r -w p p EXISTING CONCRETE w 571 . 98 Z p "BOATHOUSE" N (NO WORK) _ ASPHALT DRIVEWAY 2 STORY BLDG. O N � to M to L N N N/0/F Z MARK MILLER NC Dale Residence Pi Site Plan Survey Scale: 1: 250 1350 Paradise Point Road Southold, Long Island, NY See Sanitary/stormwater survey for Existing and Proposed Conditions n a s t a s i a r c h i t e c t s DIVISION 6: WOODS AND PLASTICS DIVISION 9: FINISHES 06430: WOOD STAIRS AND HANDRAILS 09250: GYPSUM BOARD 1. Minimum headroom at stairs shall be 6'-8" measured vertically from a line connecting the edge of 2. Provide water-resistant gypsum board on walls and ceilings in bathroom. Concrete the nosing (IBC 1003.3.3.2). composition board shall be used at all tiled wall and ceiling areas. y 2. Maximum riser height shall be 7 inches maximum and 4 inches minimum and a minimum tread 3. Gypsum board shall be fastened with approved screws spaced as per Table 2304.9.1 of O • depth shall be 11 inches (IBC 1003.3.3.3), except within R-3 use group. In R-3 use group the riser the IBC. f height can be a maximum of 8 1/4" and treads a minimum 9" (IRCNJ R314.2). 4. Provide gypsum board in thickness indicated in maximum lengths available to minimize 3. Guards shall be located along open-sided walking surfaces, mezzanines, industrial equipment end-to-end joints. platforms, stairways, ramps, and landings which are located more than 30 inches above the floor or 5. Provide gypsum board to comply with ASTM C 840 and ASTM C 36. grade below (IBC 1003.2.12) with balusters spaced such that a sphere with a diameter of four inches 6. Provide and install corner bead where required in compliance with ASTM C 840. 7. All joint treatments to be from a single source and to comply with ASTM C 475, ASTM C cannot pass through any opening (IBC 1003.2.12.2). 840, and both gypsum board and joint treatment manufacturers' recommendations. 4. The triangular openings formed by the riser, tread and bottom rail at the open side of a stairway 8. All joint compounds to be applied in three coats and sanded. shall be of a maximum size such that a sphere six inches in diameter cannot pass through the opening g. Joint tape to comply with ASTM C475, perforated type. (IBC 1003.2.12.2). 10. Partitions to be gypsum board of thickness specified in construction documents, taped, 3 2 1 Newark Street 5. Guardrails and handrails shall be designed and constructed to the structural loading conditions in spackled, sanded and painted. Section 1607.7 of the IBC. 11. Metal trim and accessories: Standard types of galvanized steel, of sizes required to Hoboken, N) 070 3 0 WOOD FINISHES AND TRIM suit conditions of installation, similar and equal to those by United States Gypsum. Casing T e 1• 2 0 1. 6 5 3. 2 5 7 7 beads and edge trim shall be spackle L, USG 801B series, and corner beads be Durobead 1. The wood of the interior trim shall be clear Honduran Mahogany or Poplar, unless otherwise noted. Reinforcement, or approved equal. F a x• 2 0 1. 6 5 3. 2 6 4 2 2. The interior trim shall be oiled, stained or painted by the Contractor, as directed by the Owner. 3, Samples of all wood trim and finishes shall be submitted to the Owner for approval prior to the NJ License #A 11 1 S S 0 ordering of the trim for this project. PAINTING AND STAINING NY License #021574 1. General Contractor shall be responsible for all painting and staining. DIVISION 7: THERMAL AND MOISTURE PROTECTION 2. Al surfaces scheduled to be painted or stained shall be thoroughly cleaned and properly prepared. Site Plan 07100: WATERPROOFING AND DAMPROOFING 3. All surfaces of wood, gypsum board and trim throughout the interior areas of new 1. Install darnproofing from top of footing to above ground level as follows: construction shall be painted or stained as directed by the Owner and Architect, unless a. Prepare surface - fill all voids with bituminous material (IBC 1806.2.2.1). otherwise specified. b. Parge walls with a minimum 3/8" thick Portland cement mortar. Cove at footing 4. All areas to be painted shall receive three (3) coats on all surfaces (one prime coat and (IBC 1806.2.2.). two finish coats). Painted wood trim shall be sanded between coats of paint. c. Two coats bituminous damproofing (IBC 1806.2.2). 5. The interior walls shall be painted in a latex matte finish paint. Bathroom and Kitchen interior walls shall be painted in a latex eggshell finish paint. All interior Poplar wood, 07200: INSULATION scheduled to be painted, shall be pointed in a semi-gloss paint. 1. Batt insulation installed in attics and crawl spaces shall have flame spread rating of 25 6. The exterior siding and trim shall be painted or stained as directed by the Owner. or less and a smoke developed rating of 450 or less (IBC 718.3). 7. The Contractor shall provide samples of the interior paint colors for review and approval by the Owner prior to any painting. 07270: FIRESTOPPING 8. Al exterior wood to be painted shall be fully primed prior to installation. 1. Droftstopping and firestopping to be in accordance with IBC 716.3 and 716.4. 9. Al areas of finished work are to be protected and cleaned. - Date: May 25nd,2018 10. Paint colors for the interior are to be selected by the Owner from the Benjamin Moore 07600: FLASHING AND SHEETMETAL catalog, and provided and applied by the Contractor. Scale: As Noted 1. Provide [ron-corrosive] flashing across top and sides of exterior window and door 11. Paint to be delivered to the site in new, unopened containers. openings, and at other locations where needed (IBC 1405.3). Drawn By: TG,JC 2. Flashinghall be installed: at wall and roof intersections; at utters; wherever there TILE WORK '' g 1. All ceramic file and stone flooring shall be selected by the Owner. Checked By: 1N is a change in roof slope of direction; and around all roof openings. (IBC 1503.2). 2. Provide marble saddles at all bathroom doors, style to be selected by the Owner. Phase/Revision: CD Copyright C 2018 Nostasi Architects REVISIONS DEMOLITION NOTES: NO. DESCRIPTIONS DAT Demolish Portion of wall and Remove existing Window in CITY DEMOLITION NOTE remove existing windows for preparation for new wall new window opening All Demolition material and debris and all items removed from the property and/or public areas adjacent shall be disposed of at the Southold Waste - ---------mss z Z z S6O ------------- ------ -----------____ _--___ __ _ - - '---- accordance with rules and regulations of the city's Environmental Commission and in accordance with the regulations and laws of the NYDEP I I �I ; Existing porch to ; i �J Demolish Portion of wall for Existing bathroom to be ; ; / �' be removed ;; new window opening - GENERAL NOTES 07gutted. Remove all cabinetry, L__J II I I fixtures and finishes. ` _- 1. All work shown on the construction documents. Cap all plumbing lines in 2. All labor, materials, equipment and services necessary to complete the preparation for new fixtures. ,' Existing windows and adjacent work as shown on the drawings and specified herein, but not limited to: , „ wall segments to be demolished in preparation for new larger a. The removal and disposal of debris. I windows ---- ------- �----_J ' IC b. The protection of the existing building. c. The protection of the existing curbs and sidewalks \\ ' r L " 9. Final DOB Submission 05.25.: I I II 3. Temporary, and in some cases removable, panels covering existing I ; 8. Client Meeting 05.16.: ft window openings. i --- u ------- ----------�-------------,-- - --,-r------------T------------, ---T-= � __za_- _______ ______________ ______________ _____ - - - L--_ `>. 7. 100% Complete-Final Client Review 05.08.: 4. Any discrepancies shall be brought to the attention of the architect. 1r---- ------- -- ------�`------------- ------------ ------------1 fi- 7- 71 I - 5. All work shall be in accordance with the requirements of the F '\ 6. SitePlan/Utilities Submission 05.02.: International Building Code (2015), local laws, codes, and regulations. 5. Client Meeting_ 80% Set 04.23. All existing partition walls, framing, Demolish existing windows, All existing partition walls, framing, QUALITY ASSURANCE: __ _____ __ _ \�___ sheetrock etc. to be demolished. trim and hardware n , sheetrock etc. to be demolished. 4. Board of Trustees Hearing 04.18., 1. _, I i -__ UP ' r--- ; Remove Existing Doors The contractor shall be responsible for any damage to the portions of -r I-- -_ _- _ --- _ ___ _ ; 3. Client Meeting-40% Set 03.28.. ag,; _ the residence not involved in the scope of work. _Y> , r ___ g 2. The contractor shall demolish and remove in a precise manner as per ' I ` ' ' ;; ' J hardware and casings 2. Foundations Package Issue 03.16. J_-J I ` I I ' I ---I- IT I II g the construction documents. Observe dimensions where noted. Verify ❑II ----- I I , , I I , , dimensions In the fief Bathroom Hing R 1 Zoning Review 24 , 05 NO. TO WHOM ISSUED DATI SPECIAL PRECAUTION: Side stair & foundation to be _ ' 1. The contractor shal take adequate precaution to maintain the building's ;1 ' I I ' I �Iq 11 - ISSUES demolished , I structural integrity during the construction. I t-- ----- - I I W 2. Contractor shall brace all masonry and wood framing with temporary -J -------------; ; i L___ __ Diane Daley and Edward Daley OWN bracing as required. Such bracing shall be capable resisting all loads ;., , , I __ ___J 1350 Paradise Point Road applied thereto. i ; ; ' ' Southold,NY 11971 3. Contractor shall take adequate precaution to protect the structure and ' ��____=f____�L; (201)653-6610 yards/ pavings on all adjoining properties TRAFFIC: L J Demolish existing windows, L-L- 1. -, Bathroom _ 1. Conduct demolition operations and the removal of debris to ensure Existing bathroom to be trim and hardware n minimum interference with roads, streets, walks, and other adjacent, gutted. Remove all cabinetry, , \ occupied or used facilities. Secure all necessary permits. fixtures and finishes. _ Cap all plumbing lines in 1i; _ _--_____ _--J L ;4 --------- preparation for new fixtures. �---- -------- `------ ::. ---- DISPOSAL OF DEMOLITION MATERIALS: 1. Transport materials removed from demolition and legally dispose of off site as per Hoboken requirements. Leave site in a broom clean condition at the end of each workday. -- -- ------- ' Remove Existing Doors, 2. All sanitation containers shall be located on the some side of the IF=_---- J ; hardware and casings u street as the jobsite. Do not close or obstruct streets, walks, or other \ I I I I occupied or used facilities. Secure all necessary permits. ` L J I I - All existing partition walls, framing, CLEAN UP: sheetrock etc. to be demolished. for 1. It is the responsibility of the contractor to keep --- __ -T All existing partition new framed opening demolition dirt & Debris from penetrating into adjacent I walls, framing, sheetrock r, properties etc. to be demolished. 2. The site shall be swept clean at the end of each T- =====T ---- ----T==_==___,� ___==_=T-� I L Li ----� ' working day. 3. There shall be no visual obstruction to the neighborhood. The condition of the site shall be Existing Kitchen to be r gutted. Remove all cabinets maintained in an o,derly manner. countertops, tile appliances ' r f=____ ,� I I and fixtures. SECURITY: I ---- - 1. Existing building shall be securely enclosed and locked Demolish portion of exterior , , - by the last cont actor to leave the jobsite - at the walls, windows and door in end of each workday. preparation for new building --- -- ---- -T----- --TI '{� --T--------T----- _Z�u Uaddition -------- ===-- !3------= _-- � Demolish Portion of wall and Demolish Portion of wall and Daley Residence remove existing windows for remove existing windows for pi First Floor Demolition Plan new window opening new window opening Demolish Window bay All existinga g, Scale: 1/4" = 1'-0" sheetrock etc.rtlolobe demolished.lfor NOTES: new framed opening 1. Existing cellar to remain. 1350 Paradise Point Road 4 2. Entire upper half story to be removed. Southold, Long Island, NY n a s t a s i _(- _ a r c h i t e c t s = _________________________I-------- --�-------� T---- -T--T - - ------------------- ----------------------------------------- , I I F------ r -- ---7-- ------ r------------- � _ All existing structure above I I level of first floor wall top ' plate to be demolished. I ,, Entire Existing Roof to be removed; including ___ __ I -___________________________ ____________- roofing, sheathing, joists, 71r '' -- -__ -_ _______ insulation, dormers II I gutter, leaders vents andL ------ __-_______� -_T____ ______T_ r---------- all roof penetrants etc. -- --- J Lii--------- --------_ - ?� �3 yv " , I 321 Newark Street II '-� C-J �C C ��J I' II I I \�--/ --- ❑ l\ I \\,41 I Existing Brick Chimney to r'r,,I IL, c=_ �L=_, I Hoboken, NJ 07030 g y Existing Brick Chimney to remain. Carefully remove remain. Carefully remove i ; ❑ \\ \\ /' T e I: 2 0 1. 6 5 3. 2 5 7 7 adjacent structure in a I, ,I All walls, doors, windows and r-I- ,"' I adjacent structure in a I manner not to weaken stairs to be removed. f I F a x: 2 0 1. 6 5 3. 2 6 4 2 I�-I- 1 manner not to weaken -- ----------------------------------- -- -- -- ---- ---! the integrity of chimney. I I F =_ =[J Mechanical, electrical and -'- u I the integrity of chimney. I I I NJ License #A 111 S S 0 Provide temporary plumbing to disconnected at �'----4 n1 Provide temporary ' shoring of chimney If i _ source and removed in rr----L - - , I P ry ' NY License #021574 g y ,-L LL, �I shoring of chimney if required by scope of „ segments down to first floor ,' W required by scope of I I - demolition 11 II demolition r I Demolition Plan '----- --------------- -- _ II-- i-------- I I I I I I Ir--� F--�I I , I I I II II II II , I I ' ''- --i II II ,I I I F------ , I I t------------- -I II u.�' L_-------------------------- II II II r I I I IL-- -JL-- -11- _=3 -J I I I I I I I I I I L------------------------ 1 ' ' \ / I II I II Date: May 25nd, II I II - ' ' n Scale: As Not II I II ---------------'--------------- Drawn By: TG, P2 Second Floor Demolition Plan P3 Roof Demolition Plan Ph ck eked lision: y. Scale: 1/8" = 1'-0" Scale: 1/8" = 1'-0" Copyright 0 2018 Nastosi Architects HVAC Condensor Above — 30'-0" 18'-1" O REVISIONS Propane Tank 6'-g" 81 NO. DESCRIPTIONS DATE X. �IM 8" poured concrete wall A5o0 C F N — a D1 X A500 8" poured concrete wall 8" poured concrete wall9. Final DOB Submission 05.25.21 N New 5" Thick concrete slab Existing 8. Client Meeting 05.16.21 rn over 6x6xW4xW4 WWF, over, I� over EMIL poly vapor barrier, Cellar 7. 100% Complete-Final Client Review 05.08.21 C over minimum 4" compacted F-661 6. SitePlan/Utilities Submission 05.02.21 gravel over compacted backfill `- Existin Foundation Walls New 5 `t ick concrete slab g 5. Client Meeting- 80% Set 04.23.2( to remain _ over 6x6xW2.9xW2.9 WWF, over 4. Board of Trustees Heoring 04.18.2( 0 ^? 2" rigid board insulation over,over 6MIL poly vapor barrier, 3. Client Meeting-40% Set 03.28.2! over minimum 4" compactedExisting Chimney 2. Foundations Packa e Issue 03.16.2( D2 gravel over compacted backfill Foundation to remain g A500 1 Zoning Review 05.242 ti NO. TO WHOM ISSUED DATE ISSUES a D.4 — — -- A Z 50 Diane Daley and Edward Daley OWNI 0 Paradise Point Road 8" poured concrete wall • n � OIL0 0 o L-LTJ Southold,NY 11971 -- -- - --- - -- - = ) 53-6610 201 6 Existing • TWH r — Air Conditioner t� lv Slop _ Evoporater Sink New Tankless Water Heater — arhandler i p. 5 1111 New 400 Amp Electric Service 8" poured concrete wall — S2 S1 Dd -1 500 304 30 I I O O EP Existing Oil Tank to be Removed Disconnect Tp S 1 Generator Distrubuton 305 I I Panel Generator — Transfer l Panel v L� N New 5" Thick concrete slab a HO Existing ko over MxW2.942.9 WWF, over Cellar2" rigid board insulation over, = W 001 over 6MIL poly vapor barrier, over minimum 4" compacted o co gravel over compacted backfill 0 8" poured concrete I ' I .. wall— Daley Residence New 5" Thick concrete slab over 6x6xW2.9xW2.9 WWF, over 5'-0" 2" rigid board insulation over, 1350 Paradise Point Road over 6MIL poly vapor barrier, Southold, Long Island, NY over minimum 4" compacted 777 1 gravel over compacted backfill n a s t a s i a r c h i t e c t s I I y I . a New TanklessFT , Water Heater u! TWH C f 3'-6" Clear — s� 21sta O�� A Existing Foundation Walls 3 2 1 Newark Street to remain Hoboken, NJ 07030 Tel: 201. 653. 2577 Fax: 201. 653. 2642 NJ License #A111550 XlSting NY License #021574 _ ellar 001 — Cellar/ Foundation Plan XiX.r i DD p p ,' Date: May 25nd,21 8„ 6,_7„ 6'-9" 8" w w Scale: As Note v, Drawn By: TC 1 3 i P1 Cellar/ Foundation Plan � �• Checked By: 12" x 11" grade beam Phase/Revision: 1 SCaIe 1/4" = 1�-O" �T 3'-5" '11" 11 to support bottom step 5'-11" �- �8" 0 Sonotube to --- --support-44 ir post l�1�j�y above. 42" deep �j Copyright 0 2018 Nostasi Architects ACC-1 30'-p" 18'-1" no2'-0 " 34'-5" - - - -- 8 1 REVISIONS A303 - _<. t N0. DESCRIPTIONS DATE OF O \' WORK BENCH ; = C 6'-2" 0— e 1, -------------------------------------------------------------------- ------ I a W 1I4 Lt, --f _ - - -�_ Home Office Bedroom o _ ✓' �� ✓ _v- j - = 106 M 3 —<2> CA 9. Final DOB Submission 05.25.2018 rn \\ �/r ` c 1'-4A1 - D I I 4-0 9'-V2" 4'-8" 1- 8. Client Meeting 05.16.2018 Two Car Garage '' 2 �I - 7. 100% Com tete-Final Client Review 05.08.2018 g — �- w 6. SitePlan/Utilities Submission 05.02.2018 <- BENCH i 1 — — — — — IT — — — — — — — --------------- 3'-1}�' 1'- w I n I 5. Client Meeting_ 80% Set 04.23.2018 r — r — o Coat Dryer Washer - -3 9)-3" 21-3j' li I Closetn " 4 4 4. Board of Trustees Hearing 04.18.2018 II I I I ° 3'-8" 4--01f 6 -6Y 4 -0 _ 2 E1 ,- I �� ��l�' I I l I 1 0 - ( 3. Client Meeting_40% Set 03.28.2018 3'-OY 3 -6 rn 1 9 n " 1 w I 2. Foundations Package Issue 03.16.2018 107 07 07 Mudroorn I I " -2Y WIC ^' 1 ZoningReview 05.24.2017 t ,�"Corridor w - I I WIC l0 104 o I 4 2 N0, TO WHOM ISSUED DATE 8'-4Y" 10'-7" s'-7" ISSUES I <»: Existin Wood Diane Daley and Edward Daley OWNERS 01350 Paradise Point Road Full Hei hti a � 10 2'-8" Fire 5 toraae 5 0 04 I I 04 I N I " P]ntry g I a Escape — — Southold,NY 11971 I ull Heigh 5 5 (201)653-6610 t o Pantry I 4'-0" 3'-5" 2'-3" a... t t I REF M 4'-0" 2'-4Y" 2 � I , S2 73 304 1 Living 304 I in � Room — -i iTKR I 108 I I E1 I I Iu I, A301 to Lo - I � I i i i Double 1 ISLAND I Height -— I-- Dwli I I I I I 1 I I S1 Full Heigh I — A3.5 Pantry , 1- ;M'` 1 - - - - - - y, L J N — __j I — — — — — a r I Kitchen CDW T, I ce I 11 102 II 2 �, I Bev. i REF._ 1 Dining I 30 E1 ( 1 i o Sao fl' r -, I Room TKRs K h i i r- I 109 Ll J "_ PE NK Dale Residence I r t Poi-ch , i - i i i DE K PL NK NG I I � v 0 ' I WINE i i 9'-0" J �`�. REF. A.F.F. 25'-6" 1' ull Heigh ; CA t Pantry :. I 1350 Paradise Point Road Southold, Lon Island, NY — — — — g 4'-0" 13'-1" 7'-5" �'-1 D" 8'—�" 2'-7" Opening 8'-2" 4'-0' I n a 5 t a S 1 CD 2 M ^' z;u "'- I N a r c h i t e c t s t - ry O 101 A.F.F. p ' 1 09 a = o 1 2 a `� f C P N O D 3'-0" z I- CK P N IN " 6'-0" 1' 7Y" '-0" ,,Opening — ' 2101 — 1- 2 N oa EU Coat I _ Q 1 I� g Coat — — —Coat_ — � Closet Closet 2 Coat Closet 2 Closet 2 o t Closet w I 1 _ 1'- 2'- Y2" 6'-0" 2 3'-1Y" 6'-7Y" 2 OY 4'-3° TV 2 11 Island Drive Court 13 113 -- _ 110 105111 112 10 10 = 321 Newark Street NJ 07030 Hoboken, 4 I Tel: 201. 653. 2577 Fax: 201. 653. 2642 Ni a Bedroom 1- Den NJ License #A111SS0 I- a 110 � D ( * 113 NY License #021574 71, C at ro m at m * I First Floor Plan 1 1` I4 _ ]TK 2 1- It I 12'-11Y" 11 1 13'-2" D Li :.t B CCEf Date: May 25nd,2018 - - �zi 2 6'-4" Scale: As Noted TG, C 4'-3' 8'-1" Drawn By: 1 E1 First Floor Plan L---- --- NEW STONE PATH Checked By. 1N Scale: 1�4" = 1'-0" E1 '' Phase/Revision: CD A301 D A � 202 Copyright © 2018 Nostosi Architects 30'-0" 36'-5" REVISIONS NO. DESCRIPTIONS DATE E1 99-3" O 11'-6" O 9'-3" 'v*,,A 3 0 3 N B,-E» `-EV2 6'-ZY 5,-W„ 5'-6- mom ------- O 10,_5Y» ------ - -------- h=i < iv -------- L— 011 12'-03' 4'-0" 01 � ➢ 203 2-2-] ()1)2 V) C) C-�, CO C/) � 6. M CD =3 > Bedroom 6 -1 - C4 9. Final DOB Submission 05.25.2018 L OH OH 8. Client Meeting 05.16.2018 0 7'-11" 7. 1007. Complete-Final Client Review 05.08.2018 Bedroom 0,41 1A iz� 6. SitePlan/Utilities Submission 05.02.2018 it 6'-lY2' 5'-2J/2" 5. Client Meeting- 80% Set 04.23.2018 3"-4Y2" 2'-9" 4. Board of Trustees Hearing 04.18.2018 1 7" ), All — — — — — — Ln 2 4> - �2> <\\ \\ t- --C2> 3. Client Meeting-40% Set 03.28.2018 Home Gym Linens WIC 2. Foundations Package Issue 03.16.2018 206 4 % 5'-51' 0S. 2 1 Zoning Review 05.24.2017 Low 2 NO. TO WHOM ISSUED DATE Storage 2 < Stair Hall Storage Cabinet 904 ISSUES -8" 2'-7- Diane Daley and Edward Daley OWNERS 1350 Paradise Point Road 201 Southold,NY 11971 <D 7)/2 (201)653-6610 27'-5" 2 Nly2 ,, -2Y219 5-5" 12'-0" Ni El 00 00 300 N 12'-8" (X I ------------------ I I 20 --------- - ----- --- ---------- --------- ------------------------ --------------------- ti 5 -GENE- -gum- ----------—------ 4-----------I- > ------------------------ - ------------ ------------------------- ------------- -------------------------- -—-------- ------------- ----------------------------------------- ------------- ----- 2 -------------------------------- II' Guest Room -0 --——------------- ' III II 207 0 0 I ; II` N it 30,-0" C 3-1 rs 1-" A3.5 C% El C-0/9" 2 3'-1"01 5'-6Y" 23'-5)/2' 2 c L 7� 77 CLOS. Z\ ailin 12'-8" j; !i� , I , I,!I � , _ ____ _ � Daley Residence Ii it Ell II 302 1350 Paradise Point Road Lof t Southold, Long Island, NY amJ1 01 C71 'I Room 01i F K 208 0i cri n a 5 t a s a r c h I t e c t s rEl 7'-QY2" 4Y 2', 23'-7" C COUNTER/ LOW CABINETS TV Lj Door 61-10" CLOS. @00 F 2t.- 321 Newark Street 3' 2� t2" Hoboken, NJ 07030 5'-2Y2 Tel: 201. 653. 2577 21 Fax: 201. 653. 2642 �! I' ; I , I"n2 2 QY2 2 3'-5y NJ License #A111SS0 211 CLOS NY License #021574 '!I I �i 1 2 2 ..................... ---------- Bedroom L Second Floor Plan Z I A 1A Bedroom i! itz� 'ITCD c D c 15'-11" 3 1A �2w ::=_ ------------------- IIIBathr )orr Date: May 25nd,2018 a it 1 210 41 Scale: As Noted --J>A <3 5 -1 TG,jc Drawn By: F ly ; I I0 L Checked By: JN L it I it I it CD Second Kpi a Floor Plan Phase/Revision; �Scale�- 1/4�" = ��-O" 13'-5" 7'--81/2 6 1-ill, 7'-QY2" 11'-7Y" �90 O E1 O O O 4 CLOS. A - 203 46'-8" Copyright (D 2018 Nostasi Architects II I I I I I Getter at lower roof I I I E1 - Sied Dormer Roof A303 REVISIONS NO. DESCRIPTIONS DATE - _-.-_-,-.. Gutter at lower roof I• I: I i' I S I I . it — —— —__.---..--- --_— . --- -------—---,._...,_.-- — — — — ———.. _ ( I I 'I I ! ! ! ! I I I ! i - - -- i I _ -- ." -- ....,. -._,_._._.._..,-.-_. _... - - ---' - -----'--' ---.._.-.. _..----"---'------ -----._.__,.,_,..__._._..._--oil----- - - ! _ -- - - - - - - - - - - - - - - - - - - - _ — _ _.. ._._ - - - - - - - - - I � , III I I , — -- __— _ —___ __ ...._._...-- ---- —— -- _—— ———— }----1-------- — 1 11•. : 1 � ! t ! � I ! 1 11 11 I I ! I ( i '! , __ ------- --- - - -- — I ! 'I i II !1 I ! I u :: u _ _-I fi ----------- ------------ ---------------- --- ----.-_ _ -- - - .- i ! ; ! 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Final DOB Submission 05.25.2018 --- - ---- . — — -- ---------------------------------------------- -- ---- — —" —-- — ——-_—-------- -—----`----------------------------------------------------------------------------- —— --1 ------- -- ---------`------_-.---------------------•-----------------___ _---- --7--...... — ---------- -- `--_.---------------- -----------------------.----------_ 1 — ---------- ------ - ---- - -" - - - -- - - - -------- -- - -- - III I ! -.._ - — — --- _._....... - - : — I - - --'-'- ---'----- -- ------------ -_---- ---_-.__-. --`- = --- '---`------ t : I ! __ — - - - - --- ----- -- ------------------ -...------------ --.----..-_. -- —----- ------ -- --- - `- - —__ -—__ - --- - -- --- ------.--------:===-- I i 11, i --------- --------------------- - - -------- - - - - - - - - - - - - ! ,( I I - ... --. -__---:__ ....._- -= _- -- -_ : 8. Client Meeting 05.16.2018 __ _-;-;-„__ 1 - - - - - - - - - - I ! — - ---.. .-- - -” - -.. . . . -. I - - .-.. .. . .. ! i I s — _ — —_---- -- — — - - — — — -- — — — — — _ : —._.y.. _ — — -- — _-_�__ € 1 1 ( _ -- __= 7 100% Complete Final Client Review 05.08.2018 -- — — -- ]�� ..._- _--__-__. ..._. __..__ _._---__.__..._ „_ ___-_-_--_-__..____.— g . .-. ,I I ( - - --- - -- Exposed Copper 6. ShePlan/Utilities Submission 05.02.2018 _._ _.-- --- --_ _...._-_,_.... _ _,._....__. .. ... .. .__. .... - - - - ! I I ;I ' i _..._...._.._. .__ I : _.. - - ---- - -- ._... Val FI hE ---- Y as 9 El _ m .._ _ _ . _. ... -.... 1 I - - - - __ -_ .: _- __ -- _ _ - - - ( I 5. Client Meetin _ 80� Set 04.23.2018 - -v-� -- - --- { ! E: g -- - ..-.._._...._-..-----'---- -- —..-- — — — -- -- — --- - —-- I —— -- 300 __._.-.. -- ------ - -'------- ----- ------ ___ _______-_- -_-_____ ___-_-- -- ---- - I - �==�l--_-�=�:: € ! i _ _ _,.- -- __. _ _. -- I ----______-_-----_-- --------,-- -:_----._..-- --- 4. Board of Trustees Hearing 04.18.2018 „ „ -- - _ .......� _.. ... - v_.. .. ��, - - -- : �w - -_ �._ -�_ �. - - __.- _ __.___..._._._...____.._._.__ _ - - _ _ - -- —�-.� -_ I I 9 I i ._ —_.___...__.___............ -.-- --..----------------.-- - I' -- - ' I 3 Client Meeting-40% ' ._. _ ....--=- � .. ._-- �.-...-.: _ Set 03 28 -_.- --_-_- '' 2018 ---- ---__._o..,_.__�-- _..----------- I I:! 1 ! _::_::::<_:- --- -.. _ :-__ __ - - - ! I I ! II -:-:.::--..._------ • I I I I REVISIONS NO. DESCRIPTIONS DATE New Salt-glazed chimney Pots Extend Chimney 48" minimum above 9. !nal DOB Submission 05.25.2018 roof. Running bond red brick to match 8. Client Meeting 05.16.2018 existing Overfrome main roof ridge g on top of shed dormer _ 7. 100% Complete—Final Client Review 05.08.2018 Exposed Copper flashing structure. See Detail I D1 A502 1 6. SitePlan/Utilities Submission 05.02.2018 on chimney where it 5. Client Meeting— 80% Set 04.23.2018 intersects with roof Provide Ridge vent on all gable roof ridges 4. Board of Trustees Hearing 04.18.2018 Provide Ridge vent on all 3. Client Meeting-40% Set 03.28.2018 gable roof ridges 2. Foundations Package Issue 03.16.2018 1 Zoning Provide Ice and Water New Wood interior/ m g Review 05.24.2017 clad exterior vaShield at all eves ridges- - -- ._. _.._... . - - - - - - --- - p lan NO. TO WHOM ISSUED DAT E windows by Marvin - - --...._- ..... -- - - _. - - -- _ - - - ----- ----- - -- for more information an eys See o0 --- -- -._._.._. ._. - - - ISSUES ��_- __ -..__-- ------------.-- -_.______.. ______-_..__.----------..___-._______..__---------------------------------_......-. _.__...-._........._- ----- -- -_ _ _----__ .._..- ..-_ __-- - Diane Daley and Edward Daley OWNERS Paradise Point Road -- -- - -- ---_ - - NY 11971 -------- --- __ - - - --- _ - - - - - - - .- ---- -. -- - ---- -_.. _ .. --- - -- - - -- - 53-6610 _ _ Southold, ---- r� (201)6 CD - -- ... -_... - .-- I - -- -- - _ - - - - - - -- __. ._-------- ---- ----- - -- -- -- _------- - - ----- : _ . ..._-- -- - - - - _::.- .. - - -- -- - ----- --- - - co U i -- _ - - :-.. :: ::- -:: - ! - - - . - -- -_ .- .---- ------ - - . ---------- - - -- -- ; 1 I i --- - - - - _ - _ — -- - ATTIC FLOOR I i _... -------- -H . _ Provide flashing -1 -- -- - - - ----... -- __ -- - -__.. - - -- - _. : - :_... . ------ - -� --1 I"- _�. 1.� ! 1 _ l I �_L �-1-1-1-1,I J.�_1_,{ �1__ ! .,�,�_.l_1 � � , - - -- - - - - ---- --_ under siding at I ! I _... _ -_ --- -- - -- - - .. - �. - - -- intersection of roof - -r- I_ _�1 -I_i �1 �__I - I I l 1 and adjacent vertical I i 1.1 _ .} , ! I I f i i- .. _. .....:: w - L _1 _l_ >��� - - i : _ surfaces -- - New Cedar Shingles to C� O � { ; - I _:: - - _ match exposure of O Z I o � Q existing on building. Color +� LO i '- � ! � I � I J � , o -- I_11 -- ,-I 1.- to be selected _. 1.._._ II I — � � I i I � it —I , i—., ;i_ , i I ! , � I. ( \.•.\\ ,') II t , 1 ������ I� ;-I _ l i — %, — __ ,_I _. l._.. .__ 1'J .. --�'-�'--_:_:...:.-_ Q I�L; Illi LJ ! ul� ! TO beadboard -- f. - i Ll-. -I t.-.. ( ! I ` f .i.! I l-i I i (Ii -�II�- ' !-I_�I I - -...- - r7 ---- siding on end of - -; -!.. - - - - ...... - -- - - - - -- _a - -1 - ---i L.. g tr I I �l roof eave O -- - - - - - - - - - ---- - _ -..... ._..__ -- ----- -- Wood frame awning with I I 11 1I 1� I1 - _ - - - - - - -- - -.._ -- - -. .: j" - - - -:. _. _:.. - flew Carria eJLi hts-to-be-- - --- ---- - - - - - I Y g _.---- - _. Standing Seam Roof See Detail D3 A503 2nd FLOOR O - - - - _ - - selected -b client - - - - - - � ,I I � l l l l l I ! ► I� l ' ' I I I '__I-` I I I- � ! 11- � 1 ! �1 I l 1 1.1. . 1 i i ----- .- _ -- ._ __ _ _ ._ --- - - -- ----W--I - - - - - - - 1- _ l I I I_i 11 ► -I I_l h I! I i I ' _i 1+- l 1 f _ 1 l l-� - - - ! I I I I ! I .. I_ - 11 I_l 1� ( , 1-,1 I 1 1 i 1 11 1 1 1, I 1.1 I -- ( 1 I 6 i s I I I } 1 I Tuscan Column See Detai 02 f ! t L" ► !_ � !I ! I ! i I I� I I Ii l II L D4 A503 WU(-DNew Wood interior/ { Side L -- - I clad exterior french Entry door and Transom N CD Da ey Residence (11F LL_by Marvin Chippendale style railing See Detail1 i 11 I 1 Cement Par .me � ,! ,{ cI i 'I I ; I �-.-:-<- �>,•�-<,'.� !.j-,�•�i 1,�.>:,��<;;,,I i-\�,✓. ;�L��\-i�j.'l �C��' \���;,I �>_•�•-����� � if! . �....w (�-'� ,,%-�-',�(.��,-�:��?� j,��,;<i.'^ �;,:< �j><'<; --_—_-_— -- � � 1 350 Paradise Point Road1 St FLOOR LSouthold, Long Island, NY Ll -- Grade L2 �� GRADE LVL. n a s t a s i a r c h It e c t s Garage Side _ _ _ _ _ Main Entry _ _ C Z - - - - - - - -€�rtryLLJ — � - - - - - - - - - - - - - - - - - - - - - 0 � New Garage Foundation and footing. 42" min. t'•, Y4 too to bottom of footing I Q� To • ?157 Q Existing Cellar Foundation Beyond 321 Newark Street El West/Front Elevation, Proposed Hoboken, NJ 0 7 0 3 0 Tel: 201. 653. 2577 Fax: 201. 653. 2642 NJ License #A111SS0 NY License #021574 West/Front Elevation Date: May 25nd,2018 Scale: As Noted Drawn By: IC Checked By: IN Phase/Revision: CD A300 Copyright 0 2018 Nostasi Architects REVISIONS NO. DESCRIPTIONS DATE 9. Final DOB Submission 05.25.2018 8. Client Meeting 05.16.2018 7. 100% Complete-Final Client Review 05.08.2018 6. SitePlan/Utilities Submission 05.02.2018 Overframe main roof ridge 5. Client Meeting_ 80% Set 04.23.2018 on top of shed dormer New Chimney Pots 4. Board of Trustees Hearing 04.18.2018 structure. See Detail D1/A50 3. Client Meeting-40% Set 03.28.2018 Extend Chimney 48" 2. Foundations Packa e Issue 03.16.2018 Provide flashing minimum above roof g under siding at - r 1 Zoning Review 05.24.2017 Intersection of roofy adjacentand 12 Provide flashing at N0. TO WHOM ISSUED DATE surfacevertical o intersection of roof and chimney — ISSUES Provide Ridge vent on all ROOF ROOF Diane Daley and Edward Daley OWNERS 1350 Paradise Point Road gable roof ridges ` Southold,NY 11971 Ridge vent ISee Detail D2/A502 See Detail D2 A502 (201)653-6610 12 10 0 o L - L 1 1_. .I 1�_1__IiI _I_i I-J- 11-- 1-1 I-1 I---1 L.J. - - � o : I - - Gable Dormer op U L� -. ------------- _ ------- ILL ATTIC FLOOR LJ I i { a. i I I i ! I I --' -- - - --- -- Shed Dormer Ji ] I 1 I l _I 11 . 1 -I 1-1 - 1 -1 L; _l - -,� i -- -- -- - - _ 1__z I 1 - 1 _�1 - Provide flashing 1 1 1 I I I _. i L_�1-. I w under siding at w . I ! ! { - i ( I I . —� , > t I ' I �_I.1.1 i . I � I I � i ; I , ' ! I � I I 1 L- - F _ -I 1 � � � - -- . :_ intersection of roof O -- t I I I o i i 1 I New Wood interior I� i � - ' a-1'1 .. ... H___ / and adjacent vertical i ! , : f 1 I I I i ! k " ; I cold exterior CD z „ I %-n O surface's - I !-I--I - -11--1-�- 1--I ! - ---1 i-1 ! I J o C� : I . I .{ I P I f I I I I ` ( I � F 1 1 I L._-.-lr 1 -1 �._.� 1._1 I- -�.. I -) I-- J_.l. i I -'- - windows by Marvin — .. i ._ -- —- --. I C D L1J r _J f _l 1-...1__-.! 11J..!_.l ._ I 1 J 1 l 1 _ I I I , I -- .-_-- __- , i -- l i t ►I__ �- - ( _ _11_1 _ 1 I ! 1-1 I i - w I I II I f I I rNew pointed _ � ,� - � -- �-- - - _ I .-.. --- -Fascia board 1 --- - ! -- -�-- -- ---- _ �) -1 E--1 J - - _I.1__1.1 - --1__1 .1_. 1 - - -I - o�d Ifra e � nn Iv�lth: I 11 11 ----1 I--I 1--�1 — T&G beadboord 2nd FLOOR c I• iI ,s�i »' ';,I; �l ��dI` _- '— -..�I -1-j 1I�-J-i_aI � --� --1_-I_.-,l_i1_.1.�. 11._� IC _._I.��_l 11 t--.I1. _1-_ 1 � l�i 1:I—i�—-- _ I� }an-liC- e�r`nt aiQfJ._1��Si t ../.i 5f jI — I�. i ..- - _ - siding on end of-- ------- - _ . 7 1 -- - - - - 1 11 1 I e -- — Daley Residence _�.._ D ! I I New Carriage Lights to be O i - 11 .11- 1 ► O -I t--1 -- selected by clientLJ_ Tuscan Column -1�' - -� - _CJI 11 i 11 1- o z o -- �.•- - , � ; ; ; II , - -- - ; I I ,I -- -- --� I ,,t ; k I , �, �� t ,!;I ,� I , ; - -1 � . ,� 1 I , � I � � 1-� I �, o .� I ' { 1--1.-{ .) " _ New Ca is ,e t be!11 1I- IJ- IJ I I.1- I I I-...I_I. 1. I { . I_I 1I - 1 .-I._ _II-- I ---- - — 1350 Paradise Point Road selected I�Igh6] n t l d ILLJ I € t I- Southold, Lon Island, NY IL-1-7I ry : I Ii . I� o i - I I I I a i i I1_'1---1--1�_ ! kx Chi endale .LI PPi -I1.1 style railing I-- }_ _..�--- �,l_ --I - - �-'� -- � .. :: } -1� -- --- _ _a ! -1-1--1 -1-- -1- _1-1-_11-- -1-- . - > =1 h�,�>I I!� •, .:. � �:� li I I � ( ! I I I ! / .1 I//.�I�,.'�1 `: I ' I i -=--- _ 1st FLOORS n a s t a s i � i- -1.t - - 11 ItI 1.1 1". 11 -�-1 - - architects III 11 II III I 11 as ! II. I I -1 ! li l l I ► ► � I E iI J ►► l l i�(_i I i.! _ LJ] IL Grade _ ' Grade GRADE LVL. Paint rade Azak skirt panelling at porch `.. y Pointgrade Azak ISideI I I I _ _ _ _ Cedar Shake Siding — — — — —I skirt panelling at C) z o - - — - - - - - - - - - - - - - - - porch I ., ..., -JJ— New Garage Foundation Roll up "Carriage style" doors Cement Parging V and footing. 42" min. Steps New Wood Ste to to bottom of footing ( 9 y grade with 36" high Erailing 1 South Elevation, Proposed --� 321 Newark Street Hoboken, NJ 07030 Existing Cellar Foundation Beyond Tel: 201. 653. 2577 Fax: 201. 653. 2642 N) License #AI115SO NY License #021574 South Elevation Date: May 25nd,2018 Scale: As Noted Drawn By: IC Checked By: IN Phase/Revision: CD A � 301 Copyright 0 2018 Nostasi Architects REVISIONS NO. DESCRIPTIONS DATE Roof Peak overframed 9. Final DOB Submission 05.25.2018 over structural ridge F8.See Detail D1/A502 Client Meeting 05.16.2018 New Salt-glazed 7. 100% Complete-Final Client Review 05.08.2018 Provide Ridge vent on all chimney Pots 6. SitePlan/Utilities Submission 05.02.2018 gable roof ridges 5. Client Meeting_ 80% Set 04.23.2018 See Detail D1/A502 Extend Chimney 48" minimum above 4. Board of Trustees Hearing 04.18.2018 Provide flashing at roof. Running bond 3. Client Meeting-40%intersection of roof �, red brick to match g-40% Set 03.28.2018 and chimney existing 2. Foundations Package Issue 03.16.2018 ROOF Zoning Review 05.24.2017 Provide Ice and Water Shield at all eves, ridges _ __.. ._ . _ - _.. __" ...- - - --_ ------- - ---- - - _.-- --- - - -- - -... _. . .._._. . _ ......._._ - - .. ..-._".._ . .--.. NO. TO WHOM ISSUED DATE -- - valleys. See roof I _ -. --------- -- --- _ _ - _ -. _. _ - - :- - - - -._ ...^ _. - - ------- and -.-. . y pan _.._ - - - =_ -- -.. _....- Trim band above for more Information --- - -- ----....- --- - - - - -- .- _ _ .._ - ---- - -- _.__.._.. . .- -- - . _ _ - --- - -- ---------- ----------------- --------------------------- ------- dormer UES windows in - - - -----------_... ------------------- --- - --- - _ - _ - - _ -- - ------ ..._---- - - - ------- - -----. .. - - - -.-....- to align with - ._.. _...._.. --- --- -------- --- --------------------..__------------- ---------.._.. - - -------- - -- _._..--- -- ... - -... ----- -- -- ---- -- ------- ------ - - --- --- 9 Diane Daley and Edward Daley OWNERS O ----------- ------ - ... _ -- -- --- _-- - . -- -.. - - _. - - - _.__ - - adjacent roof e v - - - - - -- - -- - - -- - -... -- - - - - -- - --- ------._--.._.-_ a e. Road - - - ----- __ -- ----- - .. - - - __ - - 1350 Paradise Point _.__.._._._ -.-_ - _. _ 71 -- ------ - - - .._ --- -- -- - - - _--- -- Southold,NY out 19 - - - --- - - -- - - -- -- --- - - - --- _... --- -- ------ - - - - - - 53 66 C - - - --_ _ . - . _ - ----- - _- - - - -- -- ...._ - 201)6 - 10 Oz - -- - --- - -- -- O +� — _ _---------- ------------- - -- --- - ----- - _._.-.. J __. ._._-_ _.._.__. _-- --. ...-----____.._�._-- `_-. _�.__-.- -- "- _-_-- _ -_-.-- New Wood interior/ �-► -- -_-__.. _ .._ ... _ _-- - --..-__. .___-_..__ .-_-. . __--_. ._. .. __._. ._.__..__ - --- -_.---- -._._-. ._-- --__...__...._ .__ _.._._.._.--__-..__._- -. ._ _ _ . ._... .-_."- --- _..-- .__....._-__.-_ ..... clad- _. - - clad e terior windows U - - - ._._... - - -- -- - -. ..- - - - _.-... -... -- - -- ----- .-- -- -- ------ -------- ... - -- -- -- _-- _ -- -- _ --- -.._ _ -- -_.._ _..._--....._ - -- -...- - __ b Marvin ---- - _ ----- - - - - -- - .. .__.._ - - - - - -- _ -- -.... _ ....-.. ---- Y New Cedar Shingles to - -._- -- - - _ -._.._.-- --. --.-- - -..._. ..----.._. ._ _ - - - _ - _ - - ----- exposure of -- - -- - _ - - - ---- -- - ---- - _ - _.._.__._ ._.... - -------- -..::,. - �_. t _:::-- - .. --.- - - ----- -- -- ----- -...- ----------- match -- - - "- .._...- p ____....__.._._._ - -- - - -.---- - - . ----..__ --------- ----_ --------------- --- ------ - _._.._..... ----------- ------------::-...-- ------ -- - g building. Color - ." -____._.-__. _.._._ __ . _ _-._. _-.- �,. ATTIC FLOOR � to he selPrted_ ------_ _----- --. _ __—. — - _----- _._. ., _- - . ._._ -. _ _ � -- - -- - —..- - - - - - . - - __ - — - - New cedar rake — _ -- _.----- -------- ------ ------ -- --. ._.. ...._ - -- - - -... - - ------ ---- -- ------------- ---- -- - --- ----- - - - ---------... - -" ------ -------------- ._.._.. ._._..- - - - -�- - - ---------------------- -_:- - _ --_ - -- --_ . I - ---- ---- -- - - ----- -._. - :-_:�:.. S —1 Provide flashingE..1._. �_ �._ 1. I under siding at --.__--------_...- I I I .. I I l_I -:.._.._._----. -- .- _._. ; , - - - - ...___ ... ...... ....- . _ . _ II I I I I - I-1- intersection of roof -- ... ..._. .: i • _1 . 1....1 l.-t.l_�. 1 - I . �. . � K _ 1.. II I I ' O -'-' II I - M O z and adjacent vertical 1. o O surfaces aces _CIG _ l , .1 1.11! ! -1 1-11-x_ .C1___i.� w New Wood frame �rl- _1 i_i 1 -1 - 1_ — (� canopy over stag --- ---- - , 111. 1.1 1 1 I l 1 _ L_� O See Detail D3/A503 --- - -- ' _j a I. t_ - - - -- - - - - - - -" - - - - -- - �.. 11 1 1.1._._1, __. L1..J_._1._) - - : ::. - _ _.._ ---- ---." - - I - - - - -- - -- - - -- -- _. I - ! i i CD 2nd FLOOR CIL- - - ----- ----- ------ n - - - - — — -- - — - - -�- ®-- — . _____�T_ — ®-- t-==-------_----- _._. _..__. - -- -- - - - - - _ _. ._. _ _ _.__._ __.. _ - - --- _ _ - - - - New Carriage Lights to be _ r__ _.. - - selected by client New Cedar ---- - -- - --- - - -- - - --- - i L - t 1. . I --_. Fascia board ; ; L , ; , i I _ � I �l I� • , ;, ,� (,I-- � � � , , : � ; � � : _ I �I I I � ; � _�.- j------ - --- -- - - -- -- -- -- - .� . lI E 1;11111 � f ( I H . + I I_ I 1 e I- 1.J" I 11 1 I J t.I 1-1 l-1 1 .A -�._- N New Chippendale Side'>:. I ' ( D ( I I -11 1...�-al II- �_.l_._..1 C — Entry ' ' ;IE.. L I, ^ � O O z Railing O _� 1 ; , -.1__l.. 1 j 1;1 1 �I 1 I I 1_j �..i . tl --r l_-.I I, _.1 l._.I- I. ) I I I ! I I Tuscan Column I 1 - - See Detail D3/ A502 Daley Residence yJ _ 1 _ l _ ILI- I1lI i � IE111 ; I ► 1 \:, New cedar New Wood Stair to I >.< : ' 1 < �� i \:, I ?,-% -� �•�- ::;. < >' � =<: >_ ,:,- \ �; �: i= Chi endale 1 grade , -� a RailinIi :� .�/,'I , '.,: ,.�;� I�::�' �:� [J-7 �r' .� n° � �,.� I� �;, � - - �. Y 9 1st FLOOR La `lCr,� > L `J C< :`I > C > . ✓% 17" 1 >•f � �C� - :.) �� li�� �� ,�� UAV �, ✓ See Detail Paradise Point Road ��>> D4/A503 1350 - --- ---- - of Long Island, NY - i �� Southold, GRADE LVL. Grade -----_----_ PZq • Paintgrade Azak skirt panelling at porch n a s t a s i C� z ej; A a r t h i t B e t s W - - - - - - - - - T — Back Entry - - - - - - — - - _packEntrry • U New Garage Foundation F_ and footing. 42° min. to bottom of footing Existing Cellar Foundation Beyond F - 321 Newark Street Hoboken, NJ 07030 E1 East/Rear Elevation, Proposed Tel: 201. 653. 2577 Fax: 201. 653. 2642 NJ License #A111SS0 NY License #021574 East/Rear Elevation Date: May 25nd,2018 Scale: As Noted Drawn By: IC Checked By: IN Phase/Revision: CD A - 302 Copyright © 2018 Nostasi Architects REVISIONS NO. DESCRIPTIONS DATE New Salt-glazed chimney Pots Extend Chimney 48" minimum above roof. Running bond red brick to match existing 9. Final DOB Submission 05.25.2018 8. Client Meeting 05.16.2018 Over tame main roof ridge 7. 100% Complete-Final Client Review 05.08.2018 on top of shed dormer structure. See Detail D1 A502 6. SitePlan Utilities Submission 05.02.2018 5. Client Meeting_ 80% Set 04.23.2018 Provide Ridge vent on all i - ( I I + Provide Ridge vent on all 4. Board of Trustees Hearing 04.18.2018 �, x gable roof ridges r� _ �_z_1:,1i__r_I"'_L;I gable roof ridges 1 T See Detail [52/A502 3. Client Meeting-40% Set 03.28.2018 Provide Ice and Water , r I- r-- r- r-- r_.r 'r' z r : ' L L ' :.I , i 2. Foundations Package Issue 03.16.2018 Shield at all eves, ridges ; 'j 9 ROOF - I T. T .T_ and valleys. See roof plan _i�t_�.r�._..�_t__ r.,�..'.i-.r._1.i.j 1 Zoning Review 05.24.2017 for more information �._L1_L_.,._._t_r_�._.,._� Lr NO. TO WHOM ISSUED DATE r STS.-T-,_,. r. ISSUES I -- - - -- - - - ------ ----- - --- -- - --- --- ---- -------- --.__---._-_.-------___._._.-------------__-.__... ----.-.-.-. .-.. - - - _ - _.. - -- - - -- - --- -__-- - __---__._-----.-_.-- ------- - -- -_ -_ - _ -- - -- ----- -__- -__._.--- ------- Diane Daley and Edward Daley OWNERS - - - - --- - -- ..._- - ------- .-. _.-- - - - -- - - _ ..__..._... -- -- - - -- -- - _ -- - - - . _ ...-- - - - _ - . -- _..__.. -------. ----- - 1350 Paradise Point Road - -- _ _ -- - -- -- - _.._. ._. -----------_----- - - _..- - - - _-- ----- -- -...._ .__.. -- - - - -. - - - -- -- -- _.-- ---- -- --_...-- --- --- -.....__ - - Southold,NY 119 - - - - - - - - --. .. - - _.. _ . _- -- -- - - - - _ -- REVISIONS NO. DESCRIPTIONS DATE 9. Final DOB Submission 05.25.2018 Provide Ridge vent on all Provide Ridge vent on all 8. Client Meeting 05.16.2018 gable roof ridges gable roof ridges — 7. 100% Complete—Final Client Review 05.08.2018 6. SitePlan/Utilities Submission 05.02.2018 5. Client Meeting_ 80% Set 04.23.2018 Provide Ice and Water =,-�-�-�- Provide Ice and Water '.rt r 1 i 4. Board of Trustees Hearin 04.18.2018 Shield at all eves, ridges 1 � 1 g _t_1_,__T.r_r..l_ r Shield at all eves, ridges and valleys. See roof plan '._I--.,. and valleys. See roof plan 3. Client Meeting-40% Set 03.28.2018 for more information _i_r i_r.- .. l.�.1 for more information s g 2. Foundations Package Issue 03.16.2018 _L:._1= f L _t g Ruur r _ r .-r '-r--:r 1 Zoning Review 05.24.2017 New Cedar Shingles to __- ._.-....__..__ "--------- .--, _--...---. ._.. _ - ... . -- _.- - --- -_ NO.t hT O WHOM ISSUED DATE match exposure of _ _.._ UE existing on building. Color - - ..- -- ....... - --. -- -- --- --- - ------ --to be selected __ O - - ----- lane Daley an Ed Daley OWNERS ----- - - :_ 1350 Paradise Point Truss web Sou old,NY 11971 - o Z New Cedar Shingle Roof - - - _. ( ) 53 6610 N O �' ( over 60 mil vapor _ -------_ ew Cedar Shingle Roof _ over 60 mil vapor - - - - pp � barrierover " T&G plywood R-49 Batt insulation barrierover J" T&G plywood LL_ sheathin over roof joists - - - In attic framing sheathing over roof joists 9 J __ _ - ---- - ----- - tion R 49 Batt insulation New Cedar Fascia board _ ---- --- ------------._----- in attic framing ATTIC FLOOR - - "- - Det SeeDetail -- - -- _ Soffit Vent— .1 t _ e offs ` New Cedar Rake board i .Ll --1.1 I-a.. -i _ -- ._-. ail D4/ A502 S D4/ A502 - — ;" o i en — - _ .. - Y k - - -. - - ------------ -Compliant - - ---- ----- _ I YYY� . � , , New Egress I E -- - - - - - - ---. ! Copper flashing where wall i---"--" -- R-21 Batt insulation Casement Window meets roof �� / I in exterior walls W I I II ( - Batt framing g _< !_�; a , . l I I 1 ! i{', n wall cavity 1 ! I O Copper flashing where wall I t ! I i. ! 0 ( 11 OH a � € G I ? New Cedar Shingles to O U O z meets roof I f - Ln O match exposure of I- I ! Low roof framed 11- I� ng. I - o existing on building. O W Q into continuous = to Color to be selected U 1x12 le �. dger New Cedar Rake board ' _ I w __-_- -• ! I R 49 Batt insulation o i I) — r i .�_� ..I _I _l'._-_ -- __x} In low roof framing l n- New Cedar Fascia board _". - __ ..-- ._ insulation Cedar Shingles over vapor barrier R-38 Batt ` 2nd FLOOR r :: :. over garage <: � - _ :_--_ -_ - " New Cedar Shingle Roof �„ `;� Second Floor > - - over 60 mil vapor over $ plywood sheathing over , " g g - 2x6 studs Shingles to match t ---. - barrierover " T&G I wood d x X h X. x. X x -� PY exposure of existing on building. x x Y � � 1 New Cedar Shingles to ` - -� -J I`� -j ' "J_ ' I._J {� sheathing over roof joists Color to be selected I I I I _.—.L.... match exposure of ; i I i I existing on building. Color ( I i ! New 5 Thick concrete garage slab ,� _L 1 r E t - i�l O to be selected ;t �, t over 6x6xW4xW4 WWF over,g MUD ROOM/ STAIR HALL over 6MIL poly vapor barrier, 1. 1 _I - �E over minimum 4 compacted gravel �<Do See Stair Detail LD. overcompacted backfill � �o ; T Dale Residence-_ concrete foundation wall Cement Parging onCement Parging on D2 A5.2 o concrete foundation wall _ ! ti New Chippendale I Railing 1st FLOORN f ' ! 1350 Paradise Point Road 1-I 13 1 I — . Southold,d Long Island, NY x New Wood Steps togradeGrade L. I. iGRADE LVL. Grade Compacted backfill Cr a—wl S P—ace Compacted backfill" concrete roover course 1�� .�;._,.::,yi>Li`\f•� •:...�: \\ n a S t a SFilter Fabric \�\�\/ gravel over compacted backfill Filter Fabric a r c h It e e t sCourse Gravel Course Gravel —Ilk =• /\j� \\/— \/\/\/ 4" Perforated Footing //\//\// 6Y...,..:,: •.,., .,,;,,. % :;�,:;��: \\\\%\\%�\\ \//\\//\\ „ ,. //\/ \// / // // 4 Perforated Footing .//\//\//\ i " : ..,. I�//\\// �,\\ .Y.; . '°. /\,.Y"/Y//Y/>\ \\ \\ �' -J �"�VtC-� Drain /\�, .••,.� �/ k �. ,`: \\ \ \\ \/\/\/ . , "'"'•.;. '.•` \/\. // ; ; / Drain \ \ �f. 4 k \ \ . \ \ Concrete foundation wall andZ Z Undisturbed soil footing per structural drawings Undisturbed soil 4 Gravel Bed under 4" Gravel Bed under footing footing — tS� 21510' 321 Newark Street sl Section Throu h Stair Hall U Section Throu h Gara e Hoboken, NJ 07030 Tel: 201. 653. 2577 Scale: 1/4" = 1'-0" Fax: 201. 653. 2642 NJ License #A111SS0 NY License #021574 Section Looking South Date: May 25nd,2018 Scale: As Noted Drawn By: IC Checked By: JN Phase/Revision: CD A � 304 Copyright © 2018 Nostasi Architects REVISIONS NO. DESCRIPTIONS DATE 9. Final DOB Submission 05.25.2018 8. Client Meeting 05.16.2018 New Cedar Shingle Roof Ride Vent over 60 mil vapor See Detail D2 A502 Roof Peak overframed — �. 1oa% complete-Final client Review o5.os.2ols barrierover J" T&G plywood over structural ridge 6. SitePlan/Utilities Submission 05.02.2018 sheathing over roof joists See Detail D1/A502 5. Client Meeting— 80% Set 04.23.2018 Provide Ice and Water 4. Board of Trustees Hearing 04.18.2018 Shield at all eves, ridges 2x10 Collar ties ® Roof Line beyond Dormer 3. Client Meeting-40% Set 03.28.2018 and valleys. See roof plan 16" o.c. for more information 12 2. Foundations Package Issue 03.16.2018 6 1 Zoning Review 05.24.2017 Dormer Rafters � Dormer Rafters . Ridge vent See Detail D2 A502 N0TO WHOM ISSUED DATE Ridge vent over dormer ISSUES Attic �_ 2x6 diagonal brace 0 48" o.c. Diane Daley and Edward Daley OWNERS 1350 Paradise Point Road New Cedar R-49 Ceiling New Cedar Southold NY 11971 Rake board batt insulation Rake board ' X 7 x x X x (201)653-6610 Y�>�kiM � . �?YX�X�>r,Y��f�Y r��'s��Y k k�r��Y�'{��r�'r•xxv��4��Y�`Y�� %{. .X�"Y", 4�` r"Y � /5 k�,� ��y",Xy'A,ry��.R.� F` '` v y R-21 Batt Insulation Cedar Shingles over vapor W24 x 68 Steel Beam. See Bracin I Detail D2/A503 Cedar Shingles over vapor barrier over 8" plywood See Detail D1/A503 barrier over 5" plywood sheathing over 2x6 studs sheathing over 2x6 studs Shingles to match exposure Shingles to match exposure of existing on building. Loft _ of existing on building. Color to be selected200 Color to be selected I' C_ Guest Room New Double Hung Windows Copper flashing where wall i meets roof I Provide Ice and Water Shield at all eves, ridges and valleys. See roof plan for more information New Structure above top platj: New Cedar New Cedar e — Fascia board Living ;' Fascia board Room S °``I Tuscan Column Tuscan Column See Detail D4/ A502 i; 108 f Kitchen See Detail D3/ A502 New Wood Flooringover f S 3 102 0 new a t&g plywood 'o New cedar New stairs to 2nd Floor �,� subfloor over new joists y (Beyond) See Detail D1/A501 sistered into existing. Chippendale d style Railin \;11 See Detail New Wood FlooringD4 A503 Ipe Decking over �'�'�', -j over I, Jr pressure-treated deck �i Existing subfloor and SII '77 Ipe Decking over structure 4' joists ; `��> pressure-treated deck K d a eV es i ence Grade rat 'sl b - - - -• ------- --Grade 2x10 P.T. Ledger dr .:t..;.• I I III ;!r'':+,:,u. ;.x;,,•�,, I I 1350 Paradise Point Road Existing Southold, Long Island, NY Poured Concrete I I ; ;;;I; Cellar , Foundation wall and I I I l u p ;a:<: „ 0 CI 1 Footing ® 42 min. I �L below grade i L__--_- i,i_ .. n a 5 t a s 1 rJ L -------- a r c h i t e c t s New stairs to cellar L----Ji (Beyond) See Detail D1/A501 5 Existing Foundationwalls and footings to remain 321 Newark Street Hoboken, NJ 07030 Tel: 201. 653. 2577 sl Cross Section Fax: 201. 653. 2642 Scale: 1/4" = 1'-0" NJ License #A111SS0 NY License #021574 Cross Section Date: May 25nd,2018 Scale: As Noted Drawn By: IC Checked By: IN Phase/Revision: CD A - 305 Copyright © 2018 Nastasi Architects REVISIONS NO. DESCRIPTIONS DATE I I � I, 2x6 Wood Framed Wall Constriction w/ R-21 ' batt insulation r -` l� Finished wood i' flooring over "Td{G j 2x6 Wood Framed Wall 5 2x6 Wood Framed Wall Pointed cedar Shakes plywood subfloa over Painted cedar Shakes 1 Construction w/R-21 Painted cedar Shaka Construction w/R-21 over vapour barrier Wood Joists 916"o.c. over vapour barrier batt insulation over vapour barrier al batt insulation w over i"plywood j /R-38 Batt over i'plywood I over i' plywood ,p _ sheathing ; Insulation sheathing sheathing p Pressui2x6 Sire-Trll eckeattached to i 6 Continuous Aluminum flashing Continuous Aluminum flashing I• Continuous Aluminum wall w uminum flashing '''' /I"lag over sill & behind siding. over sill & behind sing. 1 over sill& behind siding. bolts 0 24'o.c., Terminate in drip edge in - Terminate in drip edge in + Terminate in drip edge in front of purging Pressure-Treated front of paging Pressure-Treatedfront Stone slob base over 2x6 Sill Plate attached to 2x6 Sill Plate attached to of purging foundation wall Finished 3-coat stucco parging i foundation wall w/ "lag Finished 3-coat stuccopaging + foundation wall w/J" lag Finished 3-coat stucco pargirg f bolts 0 24'o.c., bolts 0 24'o.c., Stone Tile over}"mud Finished Grade. Slope Finshed Grade. Slope Finshed Grade. Slope bed over slab ovay from building away from building _ 5'Thick concrete slab away from building 5'Thick concrete slab tae min. 1:12 min. I ;. _ 1:12 min. 9. Final DOB Submission 05.25.2018 ` 6x6x4x4 WWF . In 6x6x4x4 WWF Compacted backfill Compacted backll00 Reinforcing Compacted backfill , y: :tis+' ",• i=:��� t%� .: 2'continuous rigid ?; Reinforcing 8. Client Meeting 05.1&2018 ::,`•, t•'; - insulation over EMIL "' "�j�`_`. ,;ap S`'��, insulationus over0% Complete-Final Client Review 05.08.2018 Poured Concrete poly vapor a ,.a . ,L 2 _ _ _ `^ "" i 7 10 - -_- homer ��� - I I-III- , • _; Poll vapor barrier a ♦� t.,..K �•Y' Foundation wall w/ #5 i\ \ I I-III-I I ] `••v• 9roein. compacted /\ \ «.; , 4" min. compacted 6. SitePlon/Utilities Submission 05.02.2018 _ - _ Undisturbed Soil / ' ';!•'`.,•. Rebar Hor. &Vert. 0 Undisturbed Soil � �;`•�+ Undisturbed Soil \ \ :ti::•y gravel _ _I I I I I - _ III III _ �I I-I I- -I I 5. Client Meeting_ 80% Set 04.23.2018 24 o.c. ,t Compacted backfill (.p � \ Crawl spm � � � \� ; Compacted backfill _ 'I I- I I-III 4i -III-I 1 Tezlile drainage filler I I-III-) I I_ •f•. Textile drainage flter l I-III- Ila -III- \\ Undisturbed Sol \ 4. Board Of Trustees Hearin 04.18.2018 g ,, ,., 9 ..•,.,•• j.� Textle drainage filter ::jf.. Undisturbed Shc g Gravel Drai a bed t - Poured Concrete - I-I I •c . I Poured Concrete nog -) I-I Gravel Drainage bed I-I I-I Foundation wall w 5 Gravel Drainage bed _ 3. Client Meeting-40% Set 03.28.2018 / # Foundation wall w 5 Perforated PVC P' t\ \ -I I ♦4 2"Rat Slab Perforated PVC Pipe td \ \ I h ,� I-1 I I \\ \\ Rebar Hor.&Vert. 0 p \ \ -1 ( (� '"•'• I-III- \\ \ Rebar Hor.&Vert, 0 Pipe •: P / Perforated PVC Pipe td stormwater main 1�f •' stormwaier main •'• 24'o.c ••:;:• -I• i #°�'-' � ., r� '.t stomnwoter main ,�y 24'o.c. III- 2. Foundations Package Issue 03.16.2018 3 5 Continuous 3 5 Continuous - .- 3. .c 1 ZoningReview 05.24.2017 CD Compacted backfll CI \ \r :• ( } # r (3} #5 Continuous P / / •!a I / N0. TO WHOM ISSUED DATE F ISSUES 15 0 24"o.c. /\ r \ •. 15 0 24'o.c. 15 0 24• o.c. - 4"Gravel bole / / / ` 4'Grovel base / / / 4" Gravel base Diane Daley and Edward�\\ Dale OWNERS 1350 Paradise Point Road y Undisturbed Sol \ /\ \ \ \ � �//\///�//\ Southold,NY 11971 (201)653-6610 D1 Foundation Detail @ Mudroom Addition D2 Foundation Detail @ Garage Slab D3 Foundation Detail @ Pool House Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" DIVISION 1: GENERAL REQUIREMENTS 01038: MODIFICATION PROCEDURES 1. Contractors shall promptly notify the Architect of any ambiguity, inconsistency, or error that they may 01400: QUALITY REQUIREMENTS discover upon examination of the bidding documents. Site and local conditions shall be reviewed on site. 1. Labor, materials and workmanship shall be in accordance with the highest standards of the industry. ('0 N('.R ET E N()TE`a 2. Any interpretation, correction or change of the contract will be made by written addendum. 2. All work performed as a part of this contract is to be guaranteed by the Contractor and/or 3. Where alternative construction to design is installed, certification shall be provided to the Building Subcontractor and to be free from defects on material and workmanship for a period of one (1) year E`:e.r.; T1.,i.Tl.:'. ':H=LL •,•,:',F:.f' T: THE >'E:I, '. xETE r: TIT.TE' -Column Official. This certification is to be performed by the Architect or other approved testing agency and shall from the date of substantial completion of the work: the Contractor and/or Subcontractor agrees to I " ILi`I';:: .;I'E tiE.;1 I!<E'.E',T; F'? :T:. 'T•i.c-L : !", PETE",El E L TE'T Er'arrs; New 6x6 HSS Steel Column be at the expense of the Contractor unless otherwise agreed to in writing (IBC 1703,4(.1&.2) and return to the job and make repairs and/or replacement to such defects at no cost to the Owner. :.':ETE :,H LL f E =f: E:T'{ P:E:• i r.+-.L •:E .HT '.^ .1.ET- E- E T F Porch Framing 1703.5). 3. Details and dimensions, shown in any section, apply to all similar sections unless otherwise noted. ELE'•'JE :L-.`) V,ITH °+R•il.'-`.i LT1':'-TE n.' + E,A,E 'T•E'i TH _." I J 4. Construction variations from these documents by the Owner or Contractor shall be the responsibility 4. These drawings were prepared with the intent that the Work shall be performed by a qualified General i THE l't•iiT;A::T•:i: '.Ih.LL ', r::4'I t;1% C 1, T.: TIE E': YIEE: F.'. t of the persons making such changes. Contractor. °LTHK Exp joint - Deck and column support beam to 5. All Work shall be in conformance with all Codes and regulations of any Federal, State, County or F'--ETE -: ':•Tr:1 :'TL-'u HALL i•E 1•: k' 'i..'1, E ,%ITH ':T:'.Li ':E IF 'aTI bear on galvanized standoff base Material 01060: REGULATORY REQUIREMENTS Municipal agency having jurisdiction over such work. F:ti :T-s T I.L t""o PETE, A:I s.�l LATE:T E':Trt.', lag bolted into Foundation 1. Work shall comply with All New York Applicable codes and other, regulations, ordinances, utility 6. All Work is to be performed by qualified mechanics and technicians, and shall be of the highesth ETE ;HwLL ?;.T 'E :L : E• IH t'ATE' FE ETAII 1•ET ILII,i, •..F t.,2:� -ETE <EI'.F.r-..E.'E•T jH=LL t•E 1'. �c'.. .r :�; E /,ITH I New 4" concrete slab companies and all governmental agencies having jurisdiction, most recent edition. levels of craftsmanship. N,'1-ir. L-TE:T E:ITIr�,. « 2. All construction work to be in accordance with and conform to "International Buildin 9 Code/2015;' 7. Any discrepancies between the drawings and site conditions, and any incongruencies present within F , i..;; p \ \- - - - Grade over footing , : . '. including all subsequent revisions and amendments thereto. these drawings are to be brought to the attention of the Architect as soon as they are noticed and prior :,.,:,.r;, r F,..E ____-Ur) Sail 3. All electrical work to be in accordance with and conform to "The National Electrical Code/2014," to continuation of the work. F 8 .I =-I /./ Existing Cellar Slab HE'v ;`A+'ITl `t' �•,_ H TH T THE :G'.IF:T TE -t 'T' i E !.- Ir f. 'F'.T:'• ?: f F if'F \ - includingall subsequent revisions and amendments thereto. 8. Contractor shall maintain Workman's Compensation, and shall maintain for the duration of the project, �\- - - Com acted backfll af1;i?•:• ; � :","�+: " .•' ;:; +'r �:;••rS,'„: q P P 1 L '.,, ';' :I. '.H-LL c;%F..,.L• T_: a:.l L:: �:E=THE., :._:t.•.ETI;+ ". L-TE.,T E.ITI:'d. � �II I-I I � III_� P ,.. .,c..,,.... �• a •.,• .ar::-fi, �;.. i� ' 4. All mechanical work to be in accordance with and conform to "Internacional Mechanical Code/2015," Public Liability Insurance, Contractor's Property Damage Insurance and Vehicle Liability Insurance and shall //�I I I-I - - - ` um: c F : •';;_: _-_-- a_•;r;t;;; :} u• •H,•:•• ;:- J provide roof Of such coverage m.HEr• t:,':::fil ''+' - 'E '•.t.H TH=T THE Et.`•IF'J TEU':'-T,,,E i. '! i,: F•--F.:TE T,, i F -;;F I- I I I I I Poured Concrete -rf rtt-r r ifi r l rI fir i TT�i T including all subsequent revisions and amendments thereto. P P g to the Owner and Architect prior to commencement of Work. - 9. During the course of the Work, conditions may be found that re co z foundation wall under HI'HE t. ,; :I HhLL ;••'•F..' T ;•I H'.'1 .',E=THE t ;:a.:,,Efl:,,:'. L�TE.T E ITI,!t ! /�-I I� •',; I I - I I � 5. All plumbing work to be in accordance with and conform to "The National Standard Plumbing 9 y quire Architectural or Engineering I .- / column w/ 15 Rebar (5) #5 int,!rvention. It is the responsibility of the Contractor to brim such conditions to the attention of the III- �/� P Y 9 'EV,F•;•:''V,•� t;.=rS `:.H=LL LIE EFt� ',,Et', L=.L'_ ..'.F:i% I T:` -:IT,; a, '., L-TE:,T _- - -\ \ Hor. &Vert 0 24' �I _ / Code/2015," including all subsequent revisions and amendments thereto. Architect and the Owner immediate) following discovery, and 6or to commencement or continuation of E ITI '1. :: �\�-III-III I I(-I I I�`�� a•c• \\ "y a� I /�\ Undisturbed Soil 6. All Energy subcode work to be in accordance with and conform to "Intermotional Energy Conservation Y 9 ry, P =..0 ";, r= / n• Work. Code/2015," including all subsequent revisions and amendments thereto. 10. Alcohol is not to be r THF F'.0 >ura., +H I dt: ' .+rta't•ETF ;, :F< .,Hall i.F r''•.,,I F,::< o 7. All Fire protection work to be in accordance with and conform to portions of building, electrical and stored or consumed on the site, and work is not to be performed by persons t1;F;;,:'EYL`,1, ,.',.. . under the influence of alcohol. I �\� (3) #5 Continuouslt- � mechanical subcodes to the extent delineated in N.J.A.C. 5:23-3.17, as the Fire Protection subcode for ;> i';t'•ETE :•�`a n I`•ST E,'.'�I•E TL E: ';+`:E: T :�;TI1 I^.. \ \ \ ������ 111=1 I I�I I-1 I CI I�I I I ,\�/� ,\�/� 11. Do not scale construction documents. Use written dimensions only. > New York. • " ' #5 ® 9 EW I o ,.I,ETE E�!-:,:El.; T., E-''TH ;1, :,E=•THE -FTE!. ',:E'.'.',•L :+F F,: r,+`• /\ �:,: •� //� 3'_Q° Compacted Backfill) Daley Residence 8. Wherever drawings state to be "Certified", test reports conducted by an approved testing agency shall 01425; EXAMINATION OF PREMISES I fir. THS• t H be provided to the architect at the expense of the Contractor (IBC 1703.1). 1. Prior to submitting a proposal, each bidder will be held to have examined the premises and satisfied II t• !;=!,, �v:i ,t;= I F i I'i / #5 0 24'o.c. him/herself as to the existing conditions under which he/she will be obliged to work. / /�� crushed thick well graded .. iTl :' �'•', i,El!:F-r,.E'tE;T t -.'': •'��LLE ,,H-LL rE L=:t E � +�.T ' LI E: L-r � �j� 4'Gravel base crushed stone beneath 2. If, in the Contractors opinion, any work shown on the drawings or called for in the specifications is LE' :TH 'HILL I= T f•E LE '• TH 'L-": LI:E r , ':LE . ,.THE::',I E i. :TE / Footing portrayed in such a manner as to preclude first quality work and/or product, the Contractor shall refer EL l'';; ,:F EI',F'I:.I'.' fiA+•; :'':ILL '.t'T T.E I E:.'I1TEI 2,-�„ � some to the Architect prior to proceeding. ALL E-. :.E : + . N.' ETE E.t!E- -io.E ::r .E ,i-LL H%•:E Ir, H H .'FE 3. Contractors to verify all dimensions and report any discrepancies to the Architect prior to beginningLE'.•` ::THE.'•'.P E ', TE H.:tY'; 1350 Paradise Point Road any work in the affected area. EL E :,I E F 1': .H-LL !.:r,F'st' T•: -..T: „,'' ,.EL.-E1 •TEEL Southold, Lon Island, NY 01500: PROTECTION OF PREMISES 61,E F•• :1 F " '...';: ETE EI_F N� E"+E•T" L-TE T E ITI 1. Contractor shall devise methods and procedures to ensure safe, orderly execution of the work, and ALL : ::I;. ETE !xu.T ,rE l! I T : .: E F t t. lora r:r F ±+EF:: E = to allow safe passage of the Owner's personnel, and general public to occupied portions of the building. E'•TE -L L i.A', i;E AI':LIE. 2. Contractor shall protect from damage all portions of the existing structure to remain. THE '.•,'1TI;4•rT !, ..H4LL :C .,C J;LE T. ;:E`I •': F "';I 11 -'+i: "L-:C LL D4 Typical Column Pier Detail DS Cellar Column Footing Detail 3. Protect all floors with suitable coverings as required. TE•'Pv :' ; I•E- t4'.E',T .•H.-I. , ?:.,•'.:•' :•1-� 1'.;: T: � TE.T E.�<-+Tl t.•, - n a s t a s l 4. Remove all protection at completion of work or as quickly as possible. E•,TI T� ,.T r`E,,, Y':. olll-TIE` �' EI,T T • THE :ITE " ' " " ' " ' Scale: 1 2 = 1 -0 Scale: 1/2 = 1 -0 5. All damage to adjacent facilities to be repaired promptly, at no cost to the owner. i Ta1'T''+ H-LL T'iE tl':I>E; ''E? :.'d.LETE H-u E 8 r C h j t @ C t S 6. Maintain existing utilities to adjacent areas and protect against damage during demolition and TETE AT r -T .r ;ar :, .'a.E T:•,T,� ,H:LL E-1.17 •' TE%T construction, Y o' Scn , Pool Steps - Diving Board & Upturned Patio Lip at Treads: 12" Attachment stanchions edge of pool Nosing: 1" per Manufacturer's Riser: 6" 321 Newark Street specifications Hoboken, NJ 07030 Tel: 201. 653. 2577 ;,; Fax: 201. 653. 2642 r . f 0 .w t• Po Io LI er n per , .R manufacturer. . clflcatlon, :.:: :: .... . .. ,.r,.: . • ...: •:: .. .. .. C) : •t •s ., • .,, .., :n. ., r .,.::', ::. .,,,: :::' .,:., :. :.. ::.:.. ., ., .. .:, ::., .•7. :vii is •y f •.L •f. 1 J. , - '•��� " •`• New In Around Pool: ••- �=��'�•°•• All Structure, liner, f iltrotion systems, - Date: May 2snd,2016 ., � C. r � . ..:: ', '' .. . ...,..,.:. .• peeified by Scale: As Noted .•,,�.•.•.'.` .,, t:;.,..• Concrete Pool '� ladders and hardware to be s �,•,,• :: ,. : ,, ,.� , �..•,.,.'• Pool design engineer in conjunction with Tc,�c ' t• Structure per Pool Drawn By: • � _ ~j•- :> "•� � the owners requirements N ''•,�y':,•' •y .i�'•4, 'x' 'L.• •�•�•'' wit: ,. -, .�.•' ? •'• y: Engineers specification Checked6 } Phase/Revision: CD 66 In Ground Pool Schematic Section A- 500 Scale: 1/2" = 1'-0" Copyright 0 2018 Nastasi Architects / Maintain 80 Head REVISIONS / clearance above Stair NO. DESCRIPTIONS DATE Maintain continous handrail where railing turns at landing. Opening — Q C C� 0 O cD V S tl r W I— o f n ra I S6 I t 1 4 n D f In )rr at on Je rc i ig 9. Final DOB Submission 05.25.2018 b lisLer on h n il 8. Client Meeting 05.16.2018 p fil 7. 100% Complete—Final Client Review 05.08.2018 6. SitePlan/Utilities Submission 05.02.2018 5. Client Meeting— 80% Set 04.23.2018 See Detail D6 for 4. Board of Trustees Hearing 04.18.2018 Wall—Mounted Handrail Maintain 80" Head clearance above Stair 3. Client Meeting-40% Set 03.28.2018 / Main Stair to 2nd Flr 2. Foundations Package Issue 03.16.2018 See Detail D3 for Stair Tread: 31" 1 Zoning Review 05.24.2017 Information Riser: 8" N0, TO WHOM ISSUED DATE — � _ See Detail D3 for Stair ISSUES SecondaryStair to 2nd Flr Information Tread: 11 Diane Daley and Edward Daley OWNERS RA. / ( Nosing: 3/4" 1350 Paradise Point Road I__ IRiser: 8" Southold,NY 11971 Wall Mounted Handrail. pp (201)653-6610 / Q See Detail D6 for Stair Information CD = / O CD � 1 R2 CD O 1 First Floor = R First Floor "rte / R12 /I/ z R11 Londin R2 N See Detail D6 for R1 Wall—Mounted Handrail R10 R9 See Detail D3 for Stair R8 62 Secondary Stair Detail — Information R7 Cellar Stair Scale: 1/2" = 1'-0" Tread: 10" R6 Nosing: 3/4" Riser: 8" +—' R5 C_ Cn R4 CO i — R3 R2 Cellar = R, Daley Residence D1 Main Stair Detail 1350 Paradise Point Road Scale: 1/2" = 1'-0" Southold, Long Island, NY In a s t a s i a r c h i t e c t s � r d 321 Newark Street New oak handrail. Hoboken, NJ 0703Q Stain and finish of f handrail to be Tel: 2 0 1. 6 5 3. 2577 3 C3" Nosing � selected 1)/2" 1)/2"" New 1-1/2" 0 Oak Tread Depth Fax: 201. 653. 2642 A4" / Clear — wall mounted handrail. N License #A 111 S S 0 — Stain and finish to NY License #021574 match that of railing in 1" Bullnose ,- f✓ :��; ✓ existing in building Nosing �� ✓ / / / — 1x1 New Custom White Oako —2 turned balusters /," �' / z Stair Details Treads to match existing = in house. Q o Paint Grade wood Riser — rz i o i —100 Maintain no 1 °O " Stainless Steel 1x12 stringer greater than 316 mounting brackets. notched as space between secure to wall structure support treads required tbalusters 3" beyond sheetrock. Y_ Date: May 25nd,2018 Projection and risers Scale: As Noted GYP• Ceiling - �- - -- Drawn By: TC,JC Checked By: JN Phase/Revision: CD D3 - Typical Stair Section Scale: 1-1/2" = 1'-0" D4 Enlar ed Baluster detail Ds Enlar ed Handrail detail D6 Wall mounted handrail detail _ * 11" Tread depth for stairs to second floor SCale: 1" = 1'-0" SCale: 6" = 1'-�" SCale: 6" = 1'-0" 10" Tread depth to Cellar Copyright © 2018 Nostasi Architects { ( INSET SCALE: 1-1/2" = l'-0" Roof shingles over roofing — REVISIONS synthetic underlayment over T&G plywood roof sheathing Terminate top roof shingle at Continuous Ridge Vent. over roof rafters NO. DESCRIPTIONS DATE ventilation gap See Detail D2 below �� `� Nominal lumber Ride Board Ridge � Roof shingles over roofing synthetic underlayment over maintain 1\\}\\ " minimum 2x6 top rafters T&G plywood roof sheathing ventilation gap where joists over roof rafters intersect with roof sheathing 10 Roof Slope � ' A 12 � `.. fasten top rafters to main roof rafters Primary Roof rafters o ° ° ° 0 6 Roof Slope (See framing plan for size) ,'o o � 012 12 Roof shingles over roofing o ° ° ° synthetic underlayment over \ ° o T&G plywood roof sheathing j \ 0 0 over roof rafters 9. Final DOB Submission 05.25.2018 8. Client Meeting 05.16.2018 Structural beam (see framing plans for more information) — 7. 100% Complete-Final Client Review 05.08.2018 6. SitePlan/Utilities Submission 05.02.2018 Wrap structural beam with 1x 5. Client Meeting_ 80% Set 04.23.2018 �\ Soffit Vent with perforated cedar boards ripped to length 4. Board of Trustees Hearing 04.18.2018 insect/ bird screen I3. Client Meeting-40% Set 03.28.2018 i 2. Foundations Package Issue 03.16.2018 1 Zoning Review 05.24,2017 D1 4verframed Rid e Detail I See inset for beam condition Cedar- T&G Ceiling \ midspon between columns NO. TO WHOM ISSUED DATE \ — ISSUES IDiane Daley and Edward Daley OWNERS Fascia board & trimmer 1350 Paradise Point Road Maintain gap in roof ". , , ; Southold,NY 11971 Cap Shingle I sheathing for ventilation Sz Roof shingles over roofing (201)653-6610 synthetic underlayment over Baffle filter T&G plywood roof sheathing Terminate top roof shingle at ?\ i over roof rafters ventilation gap . Porch Header Beam. Structural beam wrapped in 1x cedar boards Nominal lumber Ridge Board i Ventilation slot Ceiling Joists maintain 1" minimum — Roof shingles over roofing j ) ventilation gap where joists I 6x6 P.T. wood structural 1 synthetic underlayment over intersect with roof sheathing column inside hollow ' �1 I T&G plywood roof sheathing ' ` y; I 1 architectural column over roof rafters Soffit Vent with perforated insect/ bird screen \ \ � I � y Fascia board & trimmer { � 1 >< 10"0 Wood Architectural Column ' lI Top Plate Tuscan order -'` \ = Hollow, Tapered, smooth — `'; \ 1� 8'-6" total height including capital and base. Turncraft or equivalnt y ~" Fascia board & trimmer 11 Chippendale style porch railing to terminate into center of columns. Exterior cedar shingle siding l�I;tl! jf j See Detail D4 A503 — >-,--� Daley Residence 02Typical Roof Rid e Vent Detail Scale: 3 = 1 -0 D3 Typical Soffit Detail ,� Scale: 3/4 = 1 -0 1141 ; 1350 Paradise Point Road III,II I(j Southold, Long Island, NY III iI Wide Plank T&G Ipeporch — I deckng and stair tread n a S t a S i a r c hi t e c t s Second Floor stringer 2x12 scribed wood _..� - --- -- -� Structural column to bear on ger t �, porch beam below C:> 1' New 2x6 sill plate to support Deck and column support beam i �+ reconstructed second floor above pp I I Painted wood riser Existing exterior t ;' to bear on galvanized standoff O studs— sheathingon first floor 5„ 1 Ceiling base lag bolted into Foundation 4x4 support post to bear ' $ GWB over new 2x6 to remain ; - '_ g on galvanized standoff New 2x6 studs sistered to 1 + ga — existing 2x4s ! Structural column to bear on it base lag bolted into 12" SA ?157 O porch beam below { ll Sonotube footing Existing 2x4 studs in y<� H1 , first floor exterior walls lye = I ,c Grade at front Walkwa to remain Existing 2x4 exterior wall C �' e fl d e e e 321 Newark Street structure to remain Hob o k e in, N j 07030 :� New R-21 Fiberglass batt ' insulation a � \ T e I: 2 O 1. 6 5 3. 2 5 7 7 a. cfl Compacted Backfill Fax: 2 0 1. 6 5 3. 2 6 4 2 o I- II II III IIIA I ( " GWB over new 2x6 studs N i License #A 11 15 5 0 o New 2x6 Studs Sistered co o I I I I III III I ( e e ( I I (� \ Porch foundation footing See \ \\ N Y L i c e n s e #021574 to existing 2x4 studs b, New 2x6 studs sistered to ; foundation details for more I I ( I I I I I I I \\ \ existing 2x4s ,. • rt information details e — New base moldings Existing 20 Sill plate to remain Construction Details New finished floor over existing o A \\^ II III 4. 11 III II a .� ll � subfloor and floor joist structure First Floor 2x4 Sill ` . 4 plate to remain •. '� III III III ' ' '• I I � �/ �/ le o t:d " ' New supplemental 2x sill plate Q e• \ \/ added to support new 2x6 New supplemental 2x sill PP 5 f; studs screw to subfloor and /� ( I ' a. �° .• e. ( I I I I ° <• a \\ \\\ plate added to support joists \ a \ \ \\ new 2x6 studsConcrete footing on 4" Y compacted gravel base e• e e a a 4 e d e Date: May 25nd,2018 lr,< , / i� � \/\\ Scale: As Noted Existing ounan was o remain f Drawn By: TG,IC g Fdtillti12" D Sonotube footing a;:I \ / / / \ Checked B : 1N AXONOMETRIC DIAGRAM \ \\\\\\\\\\\ on 4" compacted grovel y WALL SECTION '` i'?`> Undisturbed Soil base Phase/Revision: CD Ds First Floor Exterior Wall D4 Porch ColumnDetail Scale: 3/4" = 1'-0" A- 502 Copyright 0 2018 Nostasi Architects REVISIONS NO. DESCRIPTIONS DATE Continuous 2x4 nailer attached to to flange of beam with powder actuated fasteners 2x4 diagonal brace @ 16" ox, 2x6 diagonal Brace Continuous 2x4 nciling W2468 Steel Beam R-49 Batt insulation Continuous 2x10 nailing cleat Birds mouth cut at bottom of cleat bracing timber 9. Final DOB Submission 05.25.2018 8. Client Meeting 05.16.2018 /" 7 100% Complete-Final Client Review 05.08.2018 p h � / J 6. SitePlan/Utilities Submission 05.02.2018 /X,r 5. Client Meeting- 80% Set 04.23.2018 4. Board of Trustees Hearing 04.18.2018 a " . • .:" .' -,.. ::. .. �' Client Meeting-40% Set 03 28 2018 3 2, Foundations Package Issue 03.16.2018 2x12 Ceiling joists to bear on 1 Zoning Review 05.24.2017 continuous 2x4 nailing plate attached to R-49 Batt insulation bottom flange of steel beams with NO. TO WHOM ISSUED DATE powder sctuated fasteners /zz " ISSUES GWB Ceiling $" GWB Ceiling — Diane Daley and Edward Daley OWNERS 1350 Paradise Point Road Southold,NY 11971 D1 Steel Beam detail KD2"N Diagonal framing Detail (201)653-6610 Scale: 1-1/2" = 1'-0" Scale: 1-1/2" Exterior Wall Cedar Shingles over vapor barrier over s t&G plywood Finished floor sheathing over 2x6 studs J" T&G plywood Copper Flashing terminate subfloor 1 in reglet Standing seam copper roof 5" wide Ipe Stained top Floor Joists 12 rL--__ Ste- rail @16" O.C. ' ~ �' 12 g" T&G plywood subfloor - -= - _ - ---- -- 26 rim joist �/ 1X cedar trimer — g„ ( I' 00 2x8 ledger bolted to wall l board GWB ` l 4 - ��,sucure Daley Residence \� 1"x1.5" Chippendale d motif guardrail balustersmitered. balusters - \ 1x6 T&G cedar bead board trim I _� 1350 Paradise Point Road Southold, Long Island, NY R-21 Batt n Insulation :%, ;' �\ \ 1" x 1.5" painted cedar — ;''` T� - Baluster n a 5 t a 5 i Solid wood ; a r c h i t e c t s bracket bolted to { studs \ \� Q r 5" wide painted cedar bottom rail. sloped to (� �� -- ----- ----- shed water 321 Newark Street y�,� ,....-".�'" ,. _ .W-�-'_.�-.�' ..�- .w-�'-%'._ .,�-'..,�-':..-,�✓.,%'",.��:..,�-y -.�-"""'_ �''' .��'`W,.--'".- - .��",�"'_�'',..-�"' Hoboken, NJ 07030 �r< Tel: 201. 653. 2577 Fax: 201. 653. 2642 Elevation Section NJ License #A111SS0 NY License #021574 1\( D4 Porch Railing Detail Construction Details Scale: 1-1/2' = 1'-0" D3 Canopy Door Detail _ Date: May 25nd,2018 Scale: As Noted Drawn By: TG,IC Checked By: IN Phase/Revision: CD A - 503 Copyright 0 2018 Nastasi Architects DOOR S C H ED U L E WINDOW SCHEDULE & PROFILES REVISIONS FLR DOOR PROFILE Door Type Sill Type Door Slab Size MATERIAL/ FINISH VENEER HARDWARE MISCELENEOUS NOTES TAG Window Type Manufacturer/ Model Profile Dimensions MATERIALS MISCELENEOUS NOTES NO. DESCRIPTIONS DATE NO. WIDTH x HEIGHT x THICKNESS TAG Double Mulled Varies Varies 4, 2" Varies 100 AA Front Door A Double Hun Window Marvin CUDH 3020 b Rough Opening: 6'-1�" x 4'-O" S-1 Solid Wood Paintgrade-Primed H-1 g Frame Size: (2)2-ill" x 3-11j" Clad Exterior, Primed Wood Interior r,- 101 - -, CC Swin Door None Double Mulled Rough Opening: 2'-s" x 6'-4" Swing 2'-6" x 7'-0"x 1-3/4" Solid Core Paintgrade-Primed H-4 B Double Hun Window Marvin CUDH 2634 a Frame Sze: 9� 2'-71" x 6'- Clad Exterior, Primed Wood Interior 2" Mullion Rough Opening: 3'-2;j"x 6'-10 " Transom Rough Opening: 101a CC SwingDoor None 1'-6" x 7'-0"x 1-3 4" Solid Core Paint rade-Primed H-4 C French Door & Transom Marvin 3070 CDRTR3012 h / g / Frame Size: 3'-17 16" x 6'-10" Clad Exterior, Primed Wood Interior 3'-2 "x1'-2 •• i 102 EE Double Pocket Door S-2 (2) 3'-0" x 7'-0"x 1-3/4" Solid Core Paintgrode-Primed H-7 D oU e U e Rough Opening: 6'-3x 5- Double Hung Window Marvin CUDH 3226 b Frame Size: (2)3-11" x 4-11 " Clad Exterior, Primed Wood Interior 103 DD Double Swing Door None (2) 2'-6" x 7'-0"x 1-3/4" Solid Core Paintgrade-Primed H-5 E Rough Opening: 6-1 x 6- - 103a DD Double Swing Door None O / g F Double Hun Window Marvin CUDH-NG 3026 a 9 Opening: _ » _ o' Hung Frame Size. 2 11" xx64'811 ' Clad Exterior, Primed Wood Interior Double French Door Marvin 6068 9 Clad Exterior, Primed Wood Interior < 2 2'-6" x T-0"x 1-3 4' Solid Core Paint rade-Primed H-5 Rough 0 enin 3'-0" x 5'-0" i 104 CC Swing Door S-2 3'-0" x 7'-0"x 1-3/4" Solid Core Paintgrode-Primed H-7 G Rough Opening: 3-5 x l'- Awning 11 ' See lopa Reserve Wood Window Marvin CUAWN-4024 f Frame Size: 3-4" x 1'-11 " Clad Exterior, Primed Wood Interior 104a HFI Garage Door None 9'-0" x 8'-0"x 1-3 4" y Integral INCLUDE LIFTMASTER ELITE SERIES BELT DRIVE OPENER Rough Opening: 5-5 x 1 -11 9 / Limited Edition g f 9 P 9 _ 1-3/4" See Clopa Reserve Wood H Awning Window Marvin CUAWN-6426 _ » Clad Exterior, Primed Wood Interior HH Double Hun Window Marvin CUDH-NG1618 Frame Size: g 9" x 8" Clad Exterior Primed Wood Interior 0 106b CC Swing eD000r Sot 2'-8" x T-0"x 1-3/4" Solid LimiteCo eltPaintgrade-Primed H-6 iongrill INCLUDE LIFTMASTER ELITE SERIES BELT DRIVE OPENER a Rough Opening: 1 _10" x 2'-7 Rough Opening: 5'-1 ' x 6'-1 J Double French Door Marvin 5070 g 9 p q' 107 CC Swing Door None 2'-6" x T-0"x 1-3/4" Solid Core Paintgrode-Primed H-6 frame Size: 5'- " x 6'-10 Clad Exterior Primed Wood Interior I Triple Mulled Rough Opening: -8' x 5-0 / 9 K P I Hun Window Marvin 3 CUDH-FTG 3226 c Frame Size: (3)1-1 " x 4'-111" Type a Type b 107a FF Pocket Door None 2'-6" x 7'-0"x 1-3 4" Solid Core Paint rade-Primed H-7 Clad Exterior, Primed Wood Interior 2" Mullion 107b FF Pocket Door None 2'-6" x 7'-0"x 1-3/4" Solid Core Paint rade-Primed H-7 L Double Hun Window Marvin CUDH-NG3020 a Rough Opening: 3-0j" x 4'-4" / g gFrame Si e 2-114" x 3'-114" Clad Exterior, Primed Wood Interior Single Double Hung Window Double—Mulled Double Hun Window 9. Final DOB Submission 05.25.2018 109 CC Swing Door None 2'-8" x 7'-0"x 1-3/4" Solid Core Paintgrade-Primed H-4 M Double Mulled Rough Opening: 6-2" x 5'-8" g Double Hung Window Marvin 2 CUDH-NG 3030* b Frame Size: (2)2-111 x 5'-71" Clad Exterior, Primed Wood Interior 2" Mullion 2" 2" Spread transom 8. Client Meeting 05.16.2018 110 CC Swing Door None 2'-6" x 7'-0"x 1-3/4" Solid Core Paintgrod e-Primed H-b Rough Opening: 2-6" x 4'-4" Varies Varies � Varies N Marvin CUDH-NG 2422 a 9 P g� Double Hun Window Frame Clad Exterior, Primed Wood Interior t Varies 7. 100% Complete-Final Client Review 05.08.2018 110a CC Swing Door None 2'-0" x 7'-0"x 1-3/4" Solid Core Paintgrade-Primed H-4 Casement --�` p 0 Marvin COCA-4048E* d Rough Opening: 3'-5" x 3-11 " , . 110b BE Sliding Door None (2) 2'-0" x 7'-0"x 1-3/4" Solid Core Paintgrade-Primed H-8 Operable Window Frame _ Clad Exterior, Primed Wood Interior ! jl 7 - 6. SitePlan/Utilities Submission 05.02.2018 p Double Hung Window Marvin CUDH-NG 2422 a Rough Opening: 2-6" x 4'-4" Clad Exterior, Primed Wood Interior (Poolhouse Windows) I 110c BE Sliding Door None (2) 2'-0" x 7'-0"x 1-3/4" Solid Core Paintgrade-Primed H-8 Frame Size: 2- x 4'- " I 5. Client Meeting_ 80% Set 04.23.2018 Double Mulled Marvin 2 CUDH-NG 2018 Rough Opening: 2'-2 x 4'-7 111 FF Pocket Door S-2 2'-4" x 7'-0"x 1-3/4" Solid Core Paintgrod e-Primed H-7 Q O b 2" Mullion Poolhouse Clerestory) Double Hung Window Frame Size: (2) 2'-2 " x 3-8" Clad Exterior, Primed Wood Interior ( ry) 4. Board of Trustees Hearing 04.18.2018 112 cc Swing Door S-2 2'-4" x 7'-0"x 1-3/4" Solid Core Paintgrod e-Primed H-6 French Doors R Marvin CUOFD9280 a Rough Opening: 9-Or " x 8'-0" � Fixed or operable Q 3. Client Meeting-40%40% Set 03.28.2018 Clad Exterior, Primed Wood Interior (Poolhouse French Door) o g_ 113 FF Pocket Door None 2'-6" x T-0"x 1-3/4" Solid Core Paintgrod e-Primed H-7 Sidelights Fame Size: 8-118-11 xx 7-11 � ! See Window sched I $ Single French Door 3070 i 9 p q' N 2. Foundations Package Issue 03.16.2018 113a GC Swing Door None 2'-6" x T-0"x 1-3/4" Solid Core Paintgrade-Primed H-4 Frame Size: S-17/16" x 6'-10 Clad Exterior, Primed Wood Interior Transom Rough Opening: I g I 200a FF Pocket Door None 3'-6" x 7'-O"x 1-3/4" Solid Core Paintgrade-Primed H-7 1 Zoning Review 05.24.2017 200b FF Pocket Door None - - - Solid Core Paint rade-Primed H-7 3' 0" x T 0"x 1 3/4" g I No. TO WHOM ISSUED DATE i _ 200c CC Swing Door None V-10' x 7'-o"x 1-3/4" Solid Core Paintgrode-Primed H-4Egress Compliant window 5.7 SF clear opening l - - -- - --J ISSUES * ype 201 OC Swing Door None 2'-8" x 7'-0"x 1-3/4" Solid Core Paintgrode-Primed H-6 �— — 1 201a CC Swing Door None 2'-6" x 7'-o"x 1-3/4" Solid Core Paintgrode-Primed H-4 T Casement Window Type C Diane Daley and Edward Daley OWNERS 202 CC Swing Door S-2 2'-8" x 7'-0"x 1-3/4" Solid Core Paintgrode-Primed H-7 Lockable for Bathroom Triple—Mulled Double Hung Window 1350 Paradise Point Road S- > > Southold,NY 11971 203 CC' SwingDoor S-2 2'-8" x 7'-0"x 1-3/4" Solid Core Paintgrade-Primed H-5 9'-0 6" See Casing profiles 2� R.O. Southold, old,N 10 204 CC Swing Door None 2'-8" x 7'-O"x 1-3/4" Solid Core Paintgrode-Primed H-5 - 204a DD Double Swing Door None (2) 2'-0" x 7'-0"x 1-3/4" Solid Core Paintgrode-Primed H-5 72 R.O. - ,/-See Casing profiles CDRTR3012 C/ 205 CC Swing Door None 2'-0" x 7'-0"x 1-3/4" Solid Core Paintgrade-Primed H-4 , 0 206 DD Double Swing Door None (2) 2'-0" x T-0"x 1-3/4" Solid Core Paintgrade-Primed H-5 207 CC SWrn g DOOf None 2'-8" x 7'-O"x 1-3/4" Solid Core PaintgradPrimed H-5 g _ . ... Varies Spread transom 207a DD Double Swin Docr None cn 9 (2) 2'-6" x T-0"x 1-3/4" Solid Core Paintgrod e Primed H-5 ! — 207b DD Double SwingDoor None r (2) 2'-6' x 7'-0"x 1-3/4' Solid Core Paintgrade-Primed H-5 g O / ' / \ 208 GG Sliding Barn Door None 2 4'-0" x T-0"x 1-3 4 TBD H-9 - 209 CCSwing Door None 2'-8" x 7'-0"x 1-3/4" Solid Core Paintgrade-Primed H-6 I 3070 p ! 3070 6' 0 cn � 209a DD Double Swing Door None (2) 2'-6" x 7'-0"x 1-3/4" Solid Core Paintgrade-Primed H-5 CUOFD9280 T 0 0 08 , I 6 0 210 FF Pocket Door S-2 2'-8" x 7'-0"x 1-3/4" Solid Core Paintgrod e-Primed H-7 i �-- ----- o 211 CC Swing Door S-2 2'-8" x 7'-0"x 1-3/4" Solid Core Paintgrod e-Primed H-6Typ fCD n� N 212 CC SwingDoor None I 2'-8" x 7'-0"x 1-3/4" Solid Core Paintgrade-Primed H-6 Single AwningWindow 212a DD Double SwingDoor None g i , (2) 2'-6" x T-0"x 1-3/4" Solid Core Paintgrade-Primed H-5 I, - --- — - ! Type e Type g Type h Type DOOR HARDWARE SCHEDULE French Door & Sidelights Double French Patio Doors French Door with Transom French Door HARDWARE TYPE FUNCTION MANUFACTURER MODEL MATERIAL NOTES TAG H-1 FRONT ENTRY KEYED ENTRY, DEADLOCKING LATCHBOLT TBD TBD TBD HANDLESET SIDE ENTRY LOCKABLE FROM INSIDE WITH BUTTON H-2 HANDLESET UNLOCKABLE FROM OUTSIDE WITH KEY DOOR TYPES Scale: 3/8"=1'-0" _ H-3 GARAGE/INTERIOR LOCKABLE FROM INSIDE WITH BUTTON DOOR- DEADBOLT UNLOCKABLE FROM OUTSIDE WITH KEY - 144" 36"PASSAGE DOOR DOES NOT LOCK Total Track Assembly Daley Residence H-5 DOUBLE PASSAGE DOOR DOES NOT LOCK, LATCH ONLY Opening Width48 Varies Opening width ng 72" LOCKABLE FROM INSIDE WITH BUTTON Opening Width I Opening Width Opening Width Door Pocket H-6 PRIVACY UNLOCKABLE FROM OUTSIDE WITH EMERGENCY KEY - I I 1350 Paradise Point Road i H-7POCKET PASSAGE DOOR PULL, GUIDES AND TRACKS Provide Locking latches on bedrooms Southold, Long Island, NY -- -- li i i i SLIDING HARDWARE H-$ SLIDING DOOR DOES NOT LOCK — _ 'D 00 ! _ LD. Co _ n a s t a s i H-9 BA;NDOOR NON-LOCKING TRACKS GUIDES AND PULLS T �. s a r c e c s o E o rt - -- - ,� rt _ � _ h i t t F .. ml CIO DOOR SWING KEY _ f G ; LH \INSIDIr RH INTSIDE LEFT � ° RIGHT ��s'o RHR - i - HAND LHR HAND RIGHT HANDI/ _ LEFT HAND REVERSE BEVEL OUTSIDE REVERSE BEVEL OUTSIDE ° <•. yp Type �� ��/�� �� COiB.. INSIDE � -`� -f --L� Type EE RIGHLH-T HAND _ INACTIVE RH-ACTIVE INSIDE INACTIVE INSIDE Solid Wood Front EntrySwing SlidingCloset Door Solid Core Solid Core double Solid Core interior RIGHT HAND RHR RIGHT HAND 9oT LHR g SWIn door REVERSE BEV[.LF REVERSE BEVEL �`F Po�\�� Door & Side Lites 2—Panel square sticking interior swing door g Double sliding pocket door 321 Newark Street LHR-ACTIVE ti� y RHR-ACTIVE e 2—Panel square sticking 2—Panel square sticking 2—Panel square sticking INACTIVE LEFT HAND INACTIVE OUTSIDE LEFT HAND Hoboken, NJ 07030 OUTSIDE RHR REVERSE BEVEL LH REVERSE BEVEL OUTSIDE 108 Square Tel: 201. 653. 2577 192" Clear Opening door Fax: 2 01. 6 5 3. 2642 SILL TYPES Scale: 1-112" = 1'-0" Head and Jamb Details Scale: 3/411 = 1'-0" Total Track Assembly — beyond 96 � — -1 NI License #A111550 Base Molding Details Scale: NY License #021574 (1) Layer 5/8" Varies Opening Width GWB each face Doorb1f ` .} — f T Opening Width Pocket ` ! Arched 2x4 stud wall ! Opening Schedules Door Saddle -- U ° Paintgrade Cedar i =-_--__ (2) 2x10 Header Typ. r— ---- Sill Trim I 5. Finished Hardwood Floor -- Paintgrade Cedar Plywood Subfloor Kick Board ' ,. Wood Door Header ° 5 Stair Landing or Tread Floor Joists 1"x�' Paint-grade .. ........................ Poplar Top Trimmer - - —� ° ° `n Structural Rim Joists �I� 7" _____ .. " _ 4- Flatstock casing with w reveal Wall TBe. - - - - - - - -- - - -- - - - - -- -- - - 8 �" See Finish Schedule - -..__.._..-.---.-.-----------_--_-- rt O rt O backhand _ _.... - " g Point-grade 1x6, 'E•0 ca Co ° Ledger Poplar Flatstock m m s = I —--- _ ---- - s — Sill Type S-1 Base Trim Flatstock casing with y Tile Base Molding Date: May 25nd,2018 backhand " Shoe Molding See Schedule l — Y Marble edge - - - -- 1 3, Wood Hoar j - - - - -- ao oar with chamfered 5" x S6" able Sadd e (1) Layer 5/8" Scale: As ate Bathroom the on a �. 4" 32 4 GWB each face Tile Floor _- - Drawn By: TC,IC Ch mud base 2x4 stud wall I -- - _--- ---"--— ^" ,�- Checked B 1N Subfloor .,.:�,; •-- .. .:"_ •, .,�,,�; rjld U y: r BI s2 Phase/Revision: CD Sill Type 5-2 Wood Base Molding Tile Base Molding Type FF T e GG igei-- SAFE y�_ Type HH Wood Door Jamb Solid Core interior Sliding Double Barn Door Carriage Style Garage Door single sliding pocket door 2—F'anel square sticking Copyright 0 2018 Nostasi Architects REVISIONS NO. DESCRIPTIONS DATE CONSTRUCTION ASSEMBLY TYPES Scale: 1/2"=T-0„ 74 Cedar Shakes Exposure to 5 —'I` (1) Layer 5/8" GWB 6/2 " Poplar Door 9„ match existing on house (1) Layer 5/8 mold — Jamb Trimmer ' „ 9. Final DOB Submission 05.25.2018 j 2 (1) Layer 5/8" resistant GWB beneath file l 3 thick Coursed 8. Client Meeting 05.16.2018 =x` Tyvek Building paper i,� . GWB each face , 5 Rubble Wall 5" <> r�> (Durock cementboard backer 5/8 GWB both sides ✓ = (1) Layer 5/8" 7. 100% Complete—Final Client Review 05.08.2018 - over $ CDX plywood - _ 3" Thermafiber in Shower/ tub areas) GWB each face 6. SitePlan/utilities Submission 05.02.2018 1 (1) Layer 5/8" GWB SAFB `> 2" X 4" stud 5. Client Meetin 80% Set 04.23.2018 inside face \' " „ framing <� " 3" Thermafiber g- 3 -4 cast Iron 4. Board of Trustees Hearin 04.18.2018 y> 2A (1) Layer 5/8 Waste Pipe p >� g „ parallel to door `'> SAFB ' 1A (1) Layer 5 8" mold resistant GWB ` Hohmann and Bernard j Y / 2x6 Wood Stud ,� i:i�`' 3. Client Meeting-40% Set 03.28.2018 �• �,- Pocket for sliding DW-10HSOVeneer - mold resistant GWB „ benetah file ® 16" o.c. door and hardware benetah the Anchor 2. Foundations Package Issue 03.16.2018 > Tile and grout. above 1 Zoning Review 05.24.2017 2x6 wood Studs 2x4 wood Studs (See interior elevations) 9 N0. TO WHOM ISSUED DATE R-20 batt }�.<>> 7, ;,;, ' 0 .>, 3" Cast iron Waste 3 Thermafiber insulation Pipe at toilets SAFB ISSUES 7y * All water pipes in exterior 5%"*L L5y2 *� wall to be insulated. Diane Daley and Edward Daley OWNERS` 1350 Paradise Point Road Exterior Wall Interior Partition Wall Plumbing Wall Pocket Door Wall Stone Veneer Feature Wall Southold,NY 11971 o J o0 3 4201 653-6610 - 1A For Tiled walls O 2A For Tiled walls O lO 5" Thick concrete slab " White Oak Finished " White Oak Finished 6x6x4x4 WWF Flooring Flooring Reinforcing ,.•,::'*,�: r..y. . ..5.,,.,.,� ; 3" Concrete Rat Slab 2 continuous rigid „r� a....... insulation over EMIL 2" gravel base i i1 # ` i%` plywood subfloor " plywood subfloor ::.:,:• ,,:: r• . ;� poly vapor barrier / N 4 min. compacted arc :r TJI 560-11-7 8" floor p — — — — TJI-210 9-1/2" ® f / III gravel 16" o.c. joists @ 16" o.c. Compacted backfill `Compacted rm backfill \ \\ Reflective Foil stapled 3" Theafiber SAFB Undisturbed Soil to under side of joists g Sheetrock GWB F1 T ical Rat Slab Under Breezeway F2 Gara e Slab F3 T pical NEW First Floor Assembly J F Typical 2nd Floor Assembly O � O Main Roof Slope -� -' 12 Cedar Roof'Shingles P a r t i t i o n N o t e s GWB Joint Tape and Compound —Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw R49 Fiberglass Batt on tra & dormer ., .l '� 20 mil vapor barrier heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer y ( > Daley Residence ceiling insulation ceilings 1 L . ' panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. ' - " CDX plywood Nominal lumber ceiling _ sheathing joists 0 16 o.c. Roof rafter. R • " " J �-{ f- d._ 2 Hohmann & Bernhard "DW- Veneer anchor mounted 16 O.C. Vertically & Horizontally, 8 from all ends. refer to See framing plans for See framingplans self-adhering,pl (. specifications for additional information. Provide 6" long x 3" wide x 1/8" thick self adhering, closed cell neoprene �\ sizes for structure size "X-seal tape" at eve mason anchor. . �` {l--� p every ry 1350 Paradise Point Road R-49 Southold, Long Island, NY " GWB ceiling min.lnsulation O Provide joist Cross Bracing ® 4'0" o.c. at each joist bay Second Floor Ceiling /� Typical Gabled Roof Assembly — O X: See Elevations for n a 5 t a S i particular roof slope a r c h i t e c t s csa, 321 Newark Street Hoboken, NJ 07030 Tel: 201. 653. 2577 Fax: 201. 653. 2642 NI License #A111550 NY License #021574 Assembly Types Date: May 25nd,2018 Scale: As Noted Drawn By: TG,JC Checked By: IN Phase/Revision: CD A- 7001i Copyright © 2018 Nostasi Architects REVISIONS H-Frame Exterior Pool House Exterior Generator Service Area Main House Cellar DIVISION 25: ELECTRICAL SPECIFICATIONS H. Upon acceptance of Contract, Contractor agrees to guarantee all his Work and equipment for NO. DESCRIPTIONS DATE Service Connection a period not less than one (1) year from date of initial operation. Manufactured equipment shall New GENERAL PROVISIONS: carr full period of manufacturer's guarantee and shall not be less than one 1 year. 4. Notify Architect immediately (prior to lighting installation) of any NEW 400A 1� t■�■■••ti 25 KW Y 9 O Y OVERHEAD SERVICE ■ To House wiring discrepancy or questions regarding lighting intent. ■ Generator A. Provide labor, materials, equipment and services for complete electrical systems as shown I. Contractor shall maintain such limits of insurance as required by the building. p y q g g g g FROM STREET. New ■ on these drawings and as required by applicable city, state, and federal codes, including OSHA. 5. Upon completion of work, electrical contractor to supply all pertinent SCHEDULE 40 2" PVC 300A Pa all fees, obtain all certificates. Use new U.L. approved equipment.� Include all temporary information in electrical panel to Architect and Landlord. CONDUIT WITH 3-2/0 MAIN SP 2150 t 3-2 Y PPp Y J. TEMPORARY LIGHT AND POWER: COPPER. DISC. light and power during construction. Scope includes light and power systems, telephone (i.e. which breakers control which circuits/rooms/etc.). ■ 3-phase raceway provisions, tests, and power hook-up of Owner's equipment. Provide and fully maintain all facilities for temporary light and power within the construction area 208 VAC rr-- 11 during the entire building period, for safety of personnel, utilizing the electric service in the area _ V!7111 C) ■ B. All equipment and materials shall be installed in a neat and workmanlike manner. as arranged with building management and Public Utility by the Electrical Contractor. LENSES, LOUVERS AND ACCESSORIES ■ 75 AMPs 1. All receptacles to be grounded type. C. All materials shall be of the best quality for the purpose intended. K. RUBBISH: 2. All receptacles, telephone and cable television jacks to be at Tenant and MLC NEW Schedule 40 PVC Pipe Landlord's request. (where installation is within an existing room, match Electrical #1 Copper. Typical connection between D. Render full cooperation to other trades where work of Contractor will be installed in close Remove all rubbish from premises as often as necessary or directed. Debris removal during style of existing equipment - upgrade at Tenant's request). MeterNew 300A 10 75A eGEN. Generator componants and Main proximity to work of other trades. This Contractor shall assist in working out space conditions. construction to be coordinated with the Landlord. All work and equipment shall be cleaned to the 3. All switches and wallplates to be selected by Tenant unless located in 20 CIRCUIT ■ distribution panel If Contractor installs work before coordinating with other trades or causes interferences, he satisfaction of the Tenant before turning some over to the Tenant. Mechanical, Storage or Utility Rooms. Must be approved by Landlord prior SUBPANEL DISC. shall make changes necessary to correct condition without extra charge. to installation. ■ LIGHTING FIXTURES: 4. Contractor to provide all switches, receptacles and wallplates U.O.N., Color: g, Final DOB Submission 05.25.2018 Grade i Grade E. For exact location of lighting fixtures, receptacles and telephone outlets, refer to To be selected by Tenant. �.■. ■■■.■■.■ .■■ ■■ .■■■■■■■.■■■ ■■■■■■■■.■..■ ■■.■■ ■.....■.■■ Architectural Drawings. A. Install all fixtures as indicated on drawings and provided by the Owner. Fixtures to bear label 5. Contractor shall be responsible for all appliances + HVAC. 8. Client Meeting 05.16.2018 NEW 400A UNDERGROUND ' Underground Service 4 THHN�/CU ti of Underwriters Laboratories and be installed true and plumb, left clear and free from grease and 6. Contractor to provide all switches receptacles and wallplates U.O.N., Color: SERVICE TO HOUSE. ' ■ F. This Contractor shall repair and damage done by himself or his workmen, and shall fingerprints. Lighting fixture installation to be complete with all necessary mounting hardware, Lutron Satin Color. - 7. 100% Complete-Final Client Review 05.08.2018 SCHEDULE 40 3" PVC Underground Service 4 THHN CU coordinate his work with that of other crafts. All work shall be done to the satisfaction of the lamps, ballasts, starters and other necessary equipment. 7. Contractor shall be responsible for all electrical connections for the kitchen, CONDUIT WITH #4 MENNEN� � ■ Architect. bar and laundry appliances. 6. SitePlan/Utilities Submission 05.02.2018 THHN/CU MISCELLANEOUS: 5. Client Meeting- 80% Set 04.23.2018 Underground r ME . . ME ON ■ G. Keep conduits and other openings closed to prevent entry of foreign matter: cover ALARM AND DETECTION SYSTEMS Service ; fixtures, equipment and apparatus and protect against dirt, water, chemical or mechanical BASIC ELECTRICAL MATERIALS AND METHOD 1. Smoke detectors shall be required on every floor including the basement, in 4. Board of Trustees Hearing 04.18.2018 r 1 1damage, before and during the construction period until final acceptance. Restore to original 1. All fixtures to be selected by Tenant in conjunction with the Architect. the immediate vicinity of the bedrooms and in each bedroom. The 3. Client Meeting-40% Set 03.28.2018 ' MLC condition any fixtures, apparatus, or equipment damage prior to final acceptance, including 2. All electrical, telephone, and data/corn work to be done in accordance with and conform to detectors shall be wired so that the actuation of one alarm will actuate all 300A restoration of damaged shop coats of paint. Equipment shall be delivered and stored at site, the "National Electrical Code/2015" including subsequent additions and amendments thereto. the alarms in the dwelling (IBC 907.2.10.1.2 and 907.2.10.3). Detectors 2. Foundations Package Issue 03.16.2018 New New MAIN NEW 400A 10 properly packed and crated, until finally installed. 3. All visible electrical equipment such as switches, duplex outlets, cover plates and shall be supplied with a battery backup in case of AC power interruption 1 Zoning Review 05.24.2017 Generator Genrator DISC. 60 CIRCUIT floor-mounted outlets shall be installed by competent mechanics in a first class manner. (IBC 907.2.10.2). � MAIN NO. TO WHOM ISSUED DATE Circuit Switch BREAKER, Distribution LOAD CENTER - ISSUES Panel Diane Daley and Edward Daley OWNERS 1350 Paradise Point Road GROUNDED Southold,NY 11971 G ROUND Water Main /r GROUND LIGHT FIXTURE SCHEDULE G (201)653-6610 #6 COPPER ON 2 #6 COPPER ON 2 TAG FIXTURE TYPE LOCATION MANUFACTURER MODEL NOTES GROUND RODS GROUND RODS Lighting/ Electrical Key HVAC System Key 5-1 Surface-Mounted Bedroom Light (Fan-Rated) To Be Selected by Owner Hardwired Power S-2 Surface-Mounted Bathroom To Be Selected by Owner 0 Thermostat S-3 Surface-Mounted Garage Light To Be Selected by Owner Duplex Receptacle*® Disconnect S-4 Surface-Mounted Foyer LightTo Be Selected by Owner Floor Outlet - E1 , Electric Service Diagram S-5 Surface-Mounted Porch Light Light (Fan-Rated) To Be Selected b Owner xxoad Dedicated Circuit Receptacle** . ' MEP1 Y N � Ducted Ceiling Cassette N o Scale S-6 Surface-Mounted Corridor Light TECH LIGHTING +TORCHE IE SMALL 700BX-S-S-LED3 SMALL-5" LED 3000K 120V 01 Counter-Height P-1 Kitchen Pendant Light R.H. DE VERRE PENDANT T3 KRYPTON-XENON CLEAR BULB 40W cFl Ground Fault Circuit interupter P-2 Dining Room Chandelier To Be Selected by Owner TOE Toe Kick Mounting Height Hydronic Radiator P-3 Living Room 2-Story Chandelier To Be Selected by Owner Switch Toe Kick H dronic Radiator NEIN 300 AMP MAIN LOAD CENTER R-1 Recessed Light w/Standard Housing JUNO TC4AL 4" HOUSING/ 42L WWH tRIM 3000K $3 3-pole switch C y Single phase R1-1C Recessed Light w/Insulated Housing JUNO IC1 LED 90OLM 4" IC HOUSING/ 42L WWH tRIM $o Switch with dimmer function 3000K Wall register (with direction - CIRCUIT TYPE AMPS DESCRIPTION D SCRIPTION AMS TY:1E CIRCUIT RL Recessed Lensed Light w/Standard Housing CH Counter height mounting 1 20 Cellar Li - htin g g JUNO TC4AL 4" HOUSING W/ 41L-WH TRIM 3000K 6 max. ABOVE countertto Lighting Cellar Outlets 20 2 ( P) of air flow) 3 20 Airhandler <2-Pole> Gas Furnace Electronics 20 4 RL-IC Recessed Lensed Light w/Insulated Housing JUNO ICI LED 90OLM 4 IC HOUSING/ 41L-WH TRIM 3000K UCH Under counter height mounting 5 20 Airhandler <2-Pole> Garage Outlets 20 6 CL-1 Surface-Mounted Lensed Closet Light (6" max. BELOW countertop) 7 20 Garage Lighting Washing Machine 20 8 9 TECH LIGHTING BOXIE LARGE 7006X-L-S-LED3 3000K 120V e Floor Supply-Register 9 AFCI 20 Mudroom Lighting & Outlets Gas Dryer 20 10 V-1 Wall-Mounted Vanity Light NH Television wall mounting height FD ry Y 9 To ge Selected by Owner 11 20 Bedroom 107 Lighting & Outlets Master Bedroom Bedroom Lighting & Outlets 20 12 (54"AFF Bedrooms) ®CD Ceiling Supply-Register 13 30 A/C Condensing Unit <2-Pole> Kitchen Lighting & Outlet 20 GFI 14 W-1 wall-Mounted Carriage Light HUBBARDTON FORGE I MASON LARGE OUTDOOR SCONCE #303005 G-9 3000K BULB 15 30 A/C Condensing Unit <2-Pole> (Kitchen) Range 20 16 W-2 Interior Wall Sconce To Be Selected by Owner TKD� Toe Kick Diffuser 17 20 (Kitchen) Hood 42 AFF All Other Rooms) '`-� (Kitchen) Dishwasher 20 18 ® Recessed Down Light 19 20 (Kitchen) Beverage Refrigerator F-1 Ceiling Mounted Exterior Fan Linear cabinetry diffuser (Kitchen) Wine Refrigerator 20 20 g To Be Selected by Owner Recessed Lensed Down Light y 21 AFCI 20 Foyer Lighting & Outlets Living Room Lighting & Outlets 20 AFCI 22 UC-1 Under Cabinet Lighting EDGE LIGHTING MILLWORK CHANNEL-LCMW-12V-96--DWW-SA Requires TRANSFORMER TR-1 23 20 Dining Lighting & Outlets Back Porch Lighting & Outlets 20 24 q E-- Indicates direction of air flow 25 20 Front Porch Lighting & Outlets Den Lighting & Outlets 20 AFCI 26 U1 Ceiling-Mounted Utility Light - Y 9 CARLON MCL 150C CEILING-MOUNTED METAL CAGE LIGHT Ceiling Mounted Light 27 GFI 20 Bathroom 112 Lighting, Outlets & Exhaust Fan Bathroom 111 Lighting, Outlets & Exhaust Fan 20 GFI 28 Lensed Light Strip 29 AFCI 20 Bedroom 110 Lighting & Outlets Gym Lighting & Outlets 20 GFI 30 U2 Wall-Mounted Utility Light CARLON MCL 150W WALL-MOUNTED METAL CAGE LIGHT Vertical Supply Duct Daley ResIdenee ®{ Wall-Mounted light 31 20 2nd Floor Stoirhall Lighting & Outlets Bathroom 203 Lighting, Outlets & Exhaust Fan 20 32 EX Bathroom Exhaust Fan NUTONE XN110H UltraGreen Humidity/Motion Motion Sensor 6" DUCT Bathroom Exhaust Fan 33 AFCI 20 Bedroom 204 Lighting & Outlets Bedroom 201 Lighting & Outlets 20 AFCI 34 Y/ 35 AFCI 20 Guest Room 207 Lighting & Outlets BL-1 Pool Deck Bollard Lighting BEGA 9 9 Loft Area Lighting & Outlets 20 AFCI 36 77 239-K35 3000K Requires TRANSFORMER 536 � Vertical Return Duct 37 AFCI 20 Famiy Room Lighting & Outlets Family Room Dedicated Media Outlet 20 AFCI 38Cable/ Data Port 39 AFCI 20 Bedroom 212 Lighting & Outlets Bathroom 211 Lighting, Outlets & Exhaust Fan 20 GFI 40 1. ALL WIRING TO BE PER THE 2014 NATIONAL ELECTRICAL CODE. 17 41 GFI 20 Bathroom 210 Lighting, Outlets & Exhaust Fan Bedroom 209 Lighting & Outlets 20 42 2. ALL COMMUNICATION WIRING TO COMPLY WITH SECTION 800 OF THE 2014 NATIONAL ELECTRICAL CODE. Electrical Panel 43 50 Pool House Sub anel <2-Pole> g g - AFCI ® 1350 Paradise Point Road P Spare 44 3. ALL INTERIOR WIRING TO BE (MC) BUILDING WIRE. Return Air Wall Grille Southold, Long Island, NY 45 50 Pool House Subponel <2-Pole> Spare - 46 4. ELECTRICAL CONTRACTOR TO COORDINATE WITH OWNER ON FINAL SELECTION OF EQUIPMENT. ® Exit Sign Return 47 - Spare Spare - 48 5. ALL NEW RECEPTACLE CIRCUITS SHALL COMPLY WITH NEC ARTICLE 210.12 ARC-FAULT CIRCUIT INTERRUPTER 49 - Spare are Spare _ 50 PROTECTION. Directional Exit Sign - Spare 52 6. ALL NEW LIGHTING CIRCUITS SHALL HAVE ARC-FAULT CIRCUIT INTERRUPTERS. Zone-1 Supply 53 - Spare Spare - 54 (In-Ceiling)pp Y Ducts n a S t a S i - 55 - Spare Spare - 56 a r c h i t e c t s 57 - Spare Spare - 58 Exit Sign w/ Emergency lighting 59 - Spare Spare - 6D. Generator Design Loads (oneUnderr SupFloor)ply Ducts AFCI = Arc Fault Circuit Interrupter General Lighting 3 watts per sq. ft. Emergency lighting 9 Y GFI = Ground Fault Circuit Interrupter General Lighting + Wall Outlets 4-�" watts per sq. ft. Zone-2 Supply Ducts Appliances 1500 Watts Each Hg Horn Strobe (In-Ceiling) © Manual Fire Alarm Pull Station NEIN 100 AMP Pool House Sub Panel Single phase Basement Return Air Ducts CIRCUIT TYPE AMPS DESCRIPTION DESCRIPTION AMS TYPE CIRCUIT General Lighting 900 SF (X3) 2700 Watts sa Smoke Detector (In-Ceiling) A/C Air Handler 1500 Watts 1 20 Pool House Refrigerator Pool House Lighting & Outlets 20 - 0 Combination Smoke/ CO Detector g g AFCI 2 Condensors 1500 Watts S 3 30 Pool Filtration System <2-Pole> Pool Deck Ballard Lighting 20 AFCI 4 co 5 30 Pool Filtration System <2-Pole> Hot Tub Pum and Heater <2-Pole> 30 _ Pool House Supply Ducts 7 GFI 20 Pool Deck Outlets p 6 Is Low-Voltage Smoke Detector (In-Ceiling) 321 Newark Street Hot Tub Pump and Heater <2-Pole> 30 8 First Floor 9 - Spare Spare - 10 Living Room Dining Room Lights 830 SF X4.5 1660 Watts Q Heat Detector Hoboken, NJ 07030 11 - Spare Spare - 12 Bedroom 107 Lights & Outlets 227 SF X3.03 681 Watts Flex Duct Tel: 2 0 1. 6 5 3. 2577 13 - Spare Spare - 14 Bedroom 110 Lights and Outlets 187 SF ) Fax: 2 0 1. 6 5 3. 2642 15 - Spore p g (X3.0 561 Watts FF-PI Fire Pull P Spare - 16 Kitchen Lights & Outlets 383 SF (X4.5) 1723 Watts 17 - Spare Spare - 18 Refrigerator - 1500 Watts Standard mounting Height 12" AFF* NJ License #A 1115 S 4 19 - Spare Spare - 20 Range - 1500 Watts ** Standard mounting Height 12" AFF NY License #021574 Hood - 1500 Watts unless otherwise specified in Bathroom 106 Lights - 1500 Watts appliance specifications - AFCI = Arc Fault Circuit Interrupter Bathroom 111 Lights - 1500 Watts GFI = Ground Fault Circuit Interrupter Bathroom 112 Lights 76 SF (X3.0) 228 Watts Electrical Information 54 SF (X3.0) 162 Watts 73 SF (X3.0) 219 Watts Second Floor Loft Lights 635 SF X3.0 1905 Watts Family Room Lighting & Outlets 196 SF X4.5 882 Watts Bedroom 201 298 SF X3.0 894 Watts Bedroom 204 117 SF (X3.0) 351 Watts Bedroom 201 254 SF (X3.0) 762 Watts Bedroom 212 204 SF (X3.0) 612 Watts Date: May 25nd,2018 Bedroom 209 198 SF (X3.0) 594 Watts - Bathroom 202 50 SF (X3.0) 150 Watts Scale: As Noted Bathroom 203 50 SF (X3.0) 150 Watts TG Bathroom 211 42 SF (X3.0) 126 Watts Drawn By: Bathroom 210 64 SF (X3.0) 192 Watts Checked By: IN StairHall 205 186 SF (X3.0) 558 Watts Phase/Revision: CD Total Generator Load 22,610 Watts ME100 Copyright 0 2018 Nostosi Architects REVISIONS NO. DESCRIPTIONS DATE HVAC Main Propane Supply Condensor Above Tank Above OMain Gas Shutoff r I CCo�k t SP-1 SP-2 SP-3 SP-4 I SP-5 I9. Final DOB Submission 05.25.2018 8. Client Meeting 05.16.2018 I7. 100% Complete-Final Client Review 05.08.2018 " "I 6. SitePlan/Utilities Submission 05.02.2018 Client Meeting- 80% Set 04.23.2018 N Crawl Space 4. Board of Trustees Hearing 04.18.2018 SP- o SP 3. Client Meeting-40% Set 03.28.2018 2. Foundations Package Issue 03.16.2018 Xi 1 Zoning Review 05.24.2017 GARAGE SLAB RAT SLAB ABOVE ' , -• t� — — T — — ,,: N0. TO WHOM ISSUED DATE 1/2'Gas Lateral I 1�Gas lateral IT SP -8 _ I ( Vertical Supply Duct ISSUES `\\\ Gas Dryer Above ry Diane Daley and Edward Daley OWNERS iXX V rt I R t D t 1350 Paradise Point Road � � � e Ica e urn uc Southold,NY 11971 y I � ) 53-6610 ---- - - ----- 201 6 SP-9 P-10 SP-11 �- - — — — — — — — - -— — --- 1/2"Gas Lateral 000 N Exsting o o TWH r Ar Conditioner Gas Bib = Slop w = Evaporater Sink o _ — A rhandler 0 Underground Electrical service from Utifity Pole I SP-12 SP-13 O Y I U-1 b 0 o l Ek DisconnectLC SP 14 — Generator Distrubution Panel Gas Lateral Generator p Transfer Panel Gas Range Above S -15 I SP-16 OXi Existing — I Cellar Daley Residence 001 I I I 1350 Paradise Point Road Southold, Long Island, NY Existing Q U-1 S -17 SP 18 SP 19 New Porch Above - - -— New Porch Above n a S t a s 1 a r c h i t e c t s � 4 � Ia w t U-1 -s F1 I — � — TwH SP-24 F iJ 321 Newark Street T Hoboken, NJ 07030 Xi 1 SP-25 Tel: 201. 653. 2577 XX X. Fax: 201. 653. 2642 NJ License #A111550 NY License #021574 Cellar ME Plan XXI �lxCrawl Space SP-22 _ Date: May 25nd,2018 X. Scale: As Noted xz t TG --- - - - --..... ----- - Drawn By: SP-20 SP-21 SP-23 SP-26 - --- Checked By: IN P1 _Cellar/ Foundation ME Plan ' Phase/Revision: CD Scale: 1/4" = 1'-0" L7 ---,:J' - Copyright © 2018 Nostasi Architects ACC-1 — REVISIONS Propane Tank HVAC Condensor NO. DESCRIPTIONS DATE CHO CHO CHO CH : '`�' LIP - ----------------------------- ------------------------------------ Y` ' DFD X - FD WP Bedroom -an-Rated o I Bedroom o . I 1 - st 107 bF Rated I St 9. Final DOB Submission 05.25.2018 --– KR h PM 8 Client Meeting 05 16 2018 06 7. 100% Complete–Final Client Review 05.08.2018 DedicatedSaD FD I — C J n\ – \ outlet for Dryer 6. SitePlan/Utilities Submission 05.02.2018 I' k' ___ ---------__ I/ toI irs l[ight Dedicated outlet 5. Client Meeting_ 80% Set 04.23.2018 Carogecoro- l I ( for Washer QS F1 °00f Two Car Gara Door F1 4. Board of Trustees Hearing 04.18.2018 � > f g Opener I _._i I ® Zone-1 Trunk For–R ft 3. Client Meeting-40% Set 03.28.2018 1 `f' Beneath Floor _ _ _ 011 — . ------J C r — — — — — 2. Foundations Package Issue 03.16.2018 I i Dryer Washer FD >? Mudroom W _ o Rt 1 I 1 Zoning Review 05.24.2017 N0. TO WHOM ISSUED DATE Ls, 1i� 30 ISSUES a� I Electronic damper C ) iE I I I � �� _�`'t /� I � for Zone-1 I I R1 R1 Rt I Rt — a-1 a-1 I ( Diane Daley and Edward Daley OWNERS WP _ ,' I 1350 Paradise Point Road L — — — — — Southold,NY 11971 - FD FD `� " (201)653-6610 Cqi _ Vertical Deicte otltfr W1 W2 Ca e I rig ro or Grille 0 IE) I Above Vertical Return Duct Return Air Re � R® 1 u RIC Vertical Supply Duct w W1 W1 W1 REF W TK .P1 � � � � � Living I I Room in i -- i Floor Floor ,TKR RI N I I I I iI p I I I U 000 De is to o tIE to T RI R1 I R1 �___ i �— Zone-1 Trunk for Di h as er I • Beneath Floor P1 i I De is to o ItIE t DW I i i I FD for R ng i--- CHC . I De is to o tl t cutlet o Dedicated fo for H ad a i i everage�� Floor Rt I R1 W2 I �efrigerao oor. ' P1 I W2 1 WP -- CH fl i I 1 VP I Fa RAo � L Dedicated �l Kitchen , outlet for Wi e Refrigerator Dining I — Bev. ,t -1 R1\ _ REF.�� Room \ R1 log R1 Daley Residence O it O h ITKRI Ii K b P2 � J t LC 0 i .i Rt R1 WINE , REF. 1350 Paradise Point Road R1 R1 1 Southold, Long Island, NY WP TKD ✓ W1 �{ W2 — n a s t a s i 3 Cnt a r c h i t e c t s 101 R1® I �I N Y� kN Om to �4rSLight S R1 n FD f �ts'Ta 321 Newark Street 3D Rt 3o Zone-1 Trunk Beneath Floor Ca e I I Hoboken, NJ 07030 USB Tel: 201. 653. 2577 -� co I Fax: 201. 653. 2642 T Bedroom I NJ License #A111550 110 NY License #021574 Den 113 I a L 11 WP First Floor ME Plan S1 o S1 Fan-Rated at ? ® Fan-Rated For FR Am 112 �rrall �K I D _ Date: May 25nd,2018 FIC FD FD FD FD Scale: As Noted Lj : TG Drawn By: xs: i W1 Checked By: IN Phase/Revision: CD InT I I I P1 First Floor ME PlanKA E 2 0 I V I L________J _J I I I I I Copyright 0 2018 Nostasi Architects REVISIONS NO. DESCRIPTIONS DATE Bathrom 1 2021 J� OFIC RL-C CD CD CIO CD R1 R1-IC CM -A _1C ii i II S2 Bedroom Con el: (3 M B ath I Fan-Rated S1 Home Gym 203 9. Final DOB Submission 05.25.2018 2061 1 K 8. Client Meeting 05.16,2018 IC 7. 100% Complete-Finol Client Review 05.08.2018 11 F n� n I : — M — CD S1 Bedroom S1 Fan-Rated Fan-Rated I )or � 6. SitePlan�Ublities Submission 05.02.2018 hit R1-IC R1-IC CD Client Meeting- 80% Set 04.23.2018 R1 I CL-1 4. Board of Trustees Hearing 04.18.2018 —01 11 1 RI-IC 3. Client Meeting-40% Set 03.28.2018 2. Foundations Package Issue 03.16.2018 Stair Hall 1 Zoning Review 05.24.2017 <D NO. TO WHOM ISSUED DATE co CD CE3 ISSUES RI- CO CD C3 R1-IC --Q R11-1 0 0 0 Diane Daley and Edward Daley OWNERS 1350 Paradise Point Road CD CD CD CID RI-IC =��E Southold,NY 11971 RI-IC R1-ICElectronic darliper (201)653-6610 for Zone -@mum- ------ . .....- ------ Guest Room Cablen ---------- ---------------------------------- '7(�VHDMI _9%9D_ 0 ------------- -------------------------------- CD nRI-11C .......—------ ---------------- ------------------------- ------------- -1 - - . I I I — 7- CD il! Ili E3 S1 R1-IC Fan-Rated Fan-Rated' Co R1-K D ------------- ------------ Floor Floor ii I i I 'i i ! '� RIAC R1-1C RI-IC R1-1C R1-4C CD Daley Residence R1-IC L R1-IC CD C3 Loft t 1350 Paradise Point Road Southold, Long Island, NY IV Room Fam*l li n a s t a s i RI-IC a r c h I t e c t s 1111-11C R1-IC R1-1C RI-IC RI-IC CD CD CD —- --------- CID 7VH Cably�YHDMI it R1-4C ------- ----------- — — — — — - - - - - - - - — CD ---------- cov nT it to 321 Newark Street RI-le S it Hoboken, NJ 07030 cO RI-IC R1-1C USB RI-11C Ij Il Tel: 201. 653. 2577 Q D i Fax: 201. 653. 2642 NJ License #AIIISSO NY License #021574 S1 R1-K X S1 Fan-Rated Fan-Rated C RL-1C Second Floor ME Plan it _11C Ill ISI i Bedroom LIM Bedroom Bat r 2A i It E r o 311 n IliCD Control 111-1c cli� Motion Date: May 25nd,2018 Controlled CD C As Noted 10 1 Scale: H Drawn By: Checked By- S IN Second Floor ME Plan Phase/Revision: CID S ouo Red I K 7 1 1, 71 Stair�2 R1-IC P-11 C 3E- nT Copyright (D 2018 Nostasi Architects 4" Vent 4" Vent 4" Vent REVISIONS N0. DESCRIPTIONS DATE Thru Roof Thru Roof Thru Roof JL JL IL ROOF _ BATHROOM BATHROOMBATHROOM BATHROOM _ J203 202 <I J 210 211 J V U U w (U U 1.5" .� 1.5" 1.5" o o 1 .5„ t� H v v SECOND 3 2 2 3 3 2 2 3 9. Final DOB Submission 05.25.2018 4" Vent 8. Client Meeting 05.16.2018 Thru Roof 1 5" — 7. 100% Complete—Final Client Review 05.08.2018 4" 4" ROOF 6. SitePlan/Utilities Submission 05.02.2018 MASTER 5. Client Meeting— 80% Set 04.23.2018 N Kitchen u BATHROOM BATHROOM g- BATHROOM > > Mudroom = > > 106 ( ( w 103 102 J 112 111 J 4. Board of Trustees Hearing 04.18.2018 BATH3. Client Meeting-40% Set 03.28.2018 ROOM 'a BAR Z oWc U u,01� Y > 2. Foundations Package Issue 03.16.2018 PO4� > _ J 3 P05 N O > „ „ N N „ 3 3 U „ 1 Zoning Review 05.24.2017 o = 1 .5 1 .5 VO 2„ 1 .5 1 .5 FIRST NO. To WHOM ISSUED DATE U 1 „ 1 Backflow Preventer "' H 2 N FLOOR — ISSUES � 2" l 5 •5 access riser 2 3 2 3 2 2 3 Diane Daley and Edward Daley OWNERS ri 3 POOL HOUSE 4" 1.5" 1.5" 4" 1.5" Southold, 11971 1350 Paradise Point Road 2" FLOOR Backflow Preventor 4 (201)653 6610 w/ check valve BASEMENT 4" 4" NNECT U Septic Tank TO SEPTIC SYSTEM (By others) — To Drainfield House Trap See Detail D4/P100 D1 SANITARY RISER DIAGRAM Not to Scale ROOF Gutter Line 3" 3" 3" 3" 3" 3" ROOF - ICU v Daley Residence Gutter Line � o L • 7f )7 L U a`) U v au 3 3 (1) , E -JLn IL- In 'T c0, M W N o O r N ... L L T L > L U u L L (V U a) � CU .0 N S a) 4-1 N S 1- '� � L � Q) � J J j w -j Z -j Z Z J J In FIRST 1350 Paradise Point Road c FLOOR Southold, Long Island, NY O.P. O.P. O.P. O.P. O.P. O.P. O.P. O.P. — Grade Grade n a s t a s i POOL HOUSE a r c h It e c t s FLOOR See Detail D3/P100 for See Site Utility Plan for location of Drywells on site- Typical Drywell information Drywell-8 Drywell-7 Drywell-6 Drywell-5 Drywell-4 Drywell-3 Drywell-2 Drywell-1 D2 STORMWATER RISER DIAGRAM Not to Scale F 321 Newark Street Hoboken, NJ 07030 Downspout from Roof New Pipe segment Tel: 201. 653. 2577 or r°P, Trap Cleanouts Fax: 2 0 1. 6 5 3. 2642 deonouts & P Building Overflow Pipe vents XXXX Splash Pad 2" Vent r trough wall to N J License #A 1115 S 0 exterior NY License #021574 Cap W Lock Lateral Cleanout — Dry Inlet w II pipe e et PP h!'' ,r Grade ani t r YExisting slab Stormwat r Existing basement Distance to perforations g Reser Dagrams 4foundation wall \ — — Backfill ,, E '"` a ) J \ •'�•y'_'c §.•;:Fa.yR{e r' y,��• �[� y,�� ply, — n ? ;d p \\ Drainage gravel — — — — — 111 I I I II I 114., .°° , „ � Perforated PVC Pipe I I I I�I I I—I 11=111 I I I III I I New 4" lateral to \ � ;, ;• �; III— I=1 I I—I 11=1 11=1 I I 11=1 11=1 11=1 I I III—I I I Well Monitoring Septic System New 4" — — — — � _ Landscaping Fabric Laterao l I1�II I41�--1I I 1I — Date: May 25nd,2018 / III—III—III=III—I =1I Scale: As Noted PVC Drywell Enclosure I 1=1I�1 I E—]I Drawn By: TG with leechin holes II-111—I1I—I 'i —TTf \\ \\ \\ \ g I I--III RN Checked By: 1N Existing footing Phase/Revision: CD I Min. to Foundation [)3 Dr well Detail New house trap 1/2" = 1'-0" D4 House Trap Detail (If Applicable) P100 Scale: 1/4" = 1'-0" — Copyright © 2018 Nostasi Architects REVISIONS NO. DESCRIPTIONS DATE ROOF BATHROOM BATHROOM BATHROOM BATHROOM 112 111 210 211 3/4" 3/4" 1" 3/4" 1/2" 1/2" 1-1/4" 1" 1" 3/4" 1/2" 1/2" 3/4" 3/4" 1" 1" 3/4" 1/2" 1/2" 1-1/4" 1 1 1 3/4' 3/4 1/2" 1/2" 3/4" 3/4 1/2" 1/2" 1/2' 3/14' 3/141/2" 1/2" 1/2' 3J/ ff 3/ 1/2" 1/2" 1/2' 3/4" 3/4 1/2" 1/2" 1/2' TUB WC LAV TUB WC LAV SHOWER WC LAV SHOWER WC LAV 9. Final DOB Submission 05.25.2018 SECOND 8. Client Meeting 05.16.2018 _ ROOF MASTER1-1/4" 7. 100% Complete-Final Client Review 05.08.2018 BATHROOM 1-1/4" 1-1/4" Mudroom Kitchen BATHROOM BATHROOM 5. SitePlan/Utilities Submission 05.02.2018 POWDER 106 103 102 „ 112 111 5. Client Meeting- 80% Set 04.23.2018 ROOM BAR 1-1/4 „ „ „ „ „ 4. Board of Trustees Hearing 04.18.2018 PO4 P 05 1/2 3/4 3/4 1 1 1 3/4 3/4 1/2„ 1 1 3/4// 1/2 1/2 1/2" 3/4" 3/4" 3/4" 3. Client Meeting-40% Set 03.28.2018 3/4" 3/4" 1" 1" 1 3/4" 3/4" " 1/2" 1 1 3/4' 3/4 1/2" 1120 2. Foundations Package Issue 03.16.2018 13/4" 1 3/4 1 Zoning Review 05.24.2017 1/2" 3/4" 3/4 1/2" 1/J# 1/2' 1/2" 1/2' 3/4" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3/ " 3/4' 1/2" 1/2" 1/2' 3/4" 3/4 1/2" 1/2" 1/2' 1/2" 1/2" /2" 1112# 1112" 3/4" 13/4" N0. TO WHOM ISSUED DATE 3/4" 3/4 TANKLESS D❑G H❑S E - ISSUES WATER HOSE BIB-1 SHOWER WC LAV LAV SHOWER WASHER E.W. K, SINK SHOWER WC LAV SHOWER WC LAV HOSE W C S H❑W E R LAV SINK HEATER BIB-3 Diane Daley and Edward Daley OWNERS BIB-P FIRST 1350 Paradise Point Road 1 1-1/2" Southold,NY 11971 1-1/4" FLOOR (201)653-6610 POOL HOUSE 1„ 1-1/2" 1-1/2" Tankless HESE BIB-2 Tankless See Pool & Hot ?? Water Water Tub Specifications O Heater-1 Heater-2 for Water - Requirements METER 1-1/4" BASEMENT TO WATER MAIN KEY: v sLlPP�y IN STREET 211 E�IS��� Y S D1 Domestic Riser Diagram DIA, Not t0 Scale FIXTURE PLUMBING SPECIFICATIONS: F. GUARANTEES AND CERTIFICATIONS: I. PIPING MATERIALS: PLUMBING Daley Residence A. REFERENCE TO GENERAL CONDITIONS: SYSTEM PIPING FITTING 1. The use of lead solder is prohibited on installation of potable water systems. 1. Perform the Work in accordance with the requirements of the General Conditions. 1. All work shall be guaranteed to be free from leaks or defects. Any defective materials or 2. Contractor to be responsible to check soil pipe height and location and to adjust to job workmanship, as well as damage to the work of all trades resulting from some, shall be replaced ALL SOIL, WASTE, HUB & PLAIN END, GASKETED ELASTROMERIC conditions. B. SCOPE OF WORK: or repaired as directed for the duration of stipulated guaranteed periods. The duration of guarantee VENT & DRAINAGE PVC SOIL PIPE NEOPRENE JOINTS,TYPE MG CAST 3. Potable water system is to be protected from contamination by use of back flow preventers, periods shall be one year. PIPING, U.N.O. IRON COUPLING WITH NEOPRENE as conditions required. 1350 Paradise Point Road 1. All work shown on the drawings and in the specifications shall be included under GASKET & STAINLESS STEEL BOLTS 4. All hot and cold supply piping shall have air chambers to prevent water hammering. PLUMBING CALCULATIONS: Southold, Long Island, NY the base bid, except where there is specific reference to exclusion and incorporation in NO HUB PVC SOIL 5. Supply and waste line sizes shall conform to the following. other quotations. G. SHOP DRAWINGS AND OTHER INFORMATION REQUIRED: PIPE _ GALVANIZED CAST IRON RECESSED Fixture HW CW Drain Trap Vent C. GENERAL: 1. Prior to assembling or installing the Work, the following shall be submitted for approval: DRAINAGE FITTINGS FOR WASTE Water Closet - 1/2" 4"* - 2" Plumbing Calculations - PIPING & CAST IRON OR Lavatory 1/2" 1/2" 1-1/2" 1-1/2" 1-1/2" n a s t a s i 1. Coordirate Work with all other trades and existing conditions of the job site and (A) Equipment drawings and scale drawings showing all equipment and piping with sizes, elevations, GALVANIZED MALLEABLE IRON Sink 3/4" 3/4" 2" 2" 2" Estimated Residential domestic Water Use a r c h i t e c t s maintain required ceiling heights and space conditions. dimensioned locations and appropriate indication of coordination with other trades. GALVANIZED STEEL, FITTINGS FOR VENT PIPING Tub 3/4" 3/4" 2" 2" 1-1/2" .�^ . SCHEDULE 40 Bidet 1/2" 1/2" 2" 2" 1-1/2" Item Quantity WSFU Unit WSFU . 2. Provide all materials, equipment, services, labor and tests necessary for complete execution of the plumbing work in accordance with the governing codes and authorities. H. MISCELLANEOUS: Bathtubs 2 4 4P�'�N PROVIDE FOR FOLLOWING: *3" PVC pipe may be used if approved by local Plumbing Sub-Code Official Showers 6 2 6 D. CODES AND STANDARDS: Toilets 8 2.5 20 -� - Scaffolding, rigging, hoisting. - Rubbish removal. SCHEDULE 40 PVC Vanity Sinks 10 1 10 f 1. All work shall meet or exceed the latest requirements of all national, state, county, - Sleeves and openings (Waterproof sleeves and flashing through Bidet 0 1 0 municipal and other authorities exercising jurisdiction over construction work at the . Kitchen Sink 2 15 3 waterproofed construction). �• project. Dishwasher 1 3 3 - q Z1 511 Cl - Caulking, packing and filling of sleeves and openings. - Shop drawings. PLUMBING FIXTURES Washing machine 1 3 3 2. All required permits and inspection certificates shall be obtained, paid for, and DOMESTIC WATER TYPE L COPPER TUBE WROUGHT COPPER OR 1. All fitting, escutcheons, faucets, traps, exposed piping, etc., shall be brass, chrome plated or Hose Bib 3 2.5 7.5 Record (As-built) drawings. T nickel plated with polished finish Contractor to verify final finish selection with Owner. made available at the completion of the work. PIPING or PEX BRONZE SOLDER JOIN, P P � y Total 56.5 - Obtaining all required permits, approvals and inspection certificates. FITTINGS WITH 95% TIN-5% 2. Before roughing work is started submit to the Architect complete figured drawings and cuts of 3 2 1 N e w a r k Street E. TESTS: - Guarantee all work, labor and materials for one year following date of ANTIMONY SOLDER JOINTS each and all of the plumbing fixtures, fittings, trimmings, etc., and secure his approval before acceptance, proceeding with the installation of any work - these drawings shall show accurately the Hoboken, NJ 07030 Verify site conditions at the project site. locations and indicate where dimensions on architectural drawings cannot be met. Per 2015 NSPC Appendex B: T e I: 201. 6S3. 2577 1. Before an application for final acceptance of the work will be considered, all tests 9 Access doors for valves. 3. Provide all hangers, supports, brackets, etc., for the proper installation of the lavatories sinks deemed necessary to show proper execution of the Work shall have been performed and g pp p p � , 56.5 WSFU@ 8FPS: lq" 0 Type K OR L copper pipe Fax: 201. 653. 2642 completed in the presence of an Architect's/Owner's representative, scheduling of all - Spare parts and tools. PIPING INSULATION etc., requiring support - Such supports shall be in accordance with the recommendations of - Test: Operating, performance and code required tests. 1. Insulate all heating hot water pipes in exterior walls, crawl spaces, basements and all other the manufacturers of NJ License #A 111 S S 0 testing procedures shall be arranged to suit the convenience of the Architect and/or - Protection of work during construction. unheated spaces. the fixtures and it built intoartitions or wall shall be set as the wall progresses. Owners Representative. - Coordination with other trades. 2. All hot and cold supply piping shall be insulated to prevent heat loss and condensation. p p g N Y License #021574 - Cleaning. 3. Insulation with a thickness of no less than 1 1/2" shall be installed on any space heating 4. All plumbing fixtures to be selected by the Owner in conjunction with the Architect. Refer to - - Adjusting and balancing. distribution piping located outside of a conditioned space. the Plumbing Fixture Schedule. - Identification: Valve tags and valve tag schedules. 4. Insulation with a minimum thickness of no less than 3/4" shall be installed on any service Domestic water - Hangers and supports for piping and equipment. water distribution piping that is greater than 3/4" in diameter. iser Diagram Notes & Calculations Date: May 25nd,2018 Scale: As Noted Drawn By: TG Checked By: 1N Phase/Revision: CD P200 Copyright (D 2018 Nostasi Architects REVISIONS NO. DESCRIPTIONS DATE 10' min. 10 min. , Combustion 10 min. 10 min. _ Air Intake Combustion Combustion Exhaust Vent Exhaust Vent Air Intake Air Intake Exhaust Vent Exhaust Vent J I L f ROOF - - - Seg. Floor Appliance/ Load Source Pipe Consumption Length (BTU s/Hour) Pipe Q) A Cellar Tankless Water Heater-1 & Lateral 30' 199,000 3/4" B First BBQ Gas Bib & Lateral 12' 50,000 1/2" 9 Final DOB Submission 05.25.2018 C Cellar A+B Lateral 4' 249,000 4"3 I I I ( I / 8. Client Meeting — 05.16.2018 D First Gas Range, Riser & Lateral 4' 165,000 3/4" 7. 100% Complete Final Client Review 05.08.2018 SECOND E Cellar D+C Lateral 21' 414,000 1" — F Cellar Tankless Water Heater-2 & Lateral 11' 199,000 3/4" 6. 1 SitePlan/Utilities Submission 05.02.2018 Mudroom II I Kitchen II I I G Cellar F+E Lateral 8 613,000 1„ 5. Client Meeting— 80% Set 04.23.2018 H First Gas Dryer, Riser & Lateral 8 22,000 1/2” 4. Board of Trustees Hearing 04.18.2018 103 I I 102 I I 3. Client Meeting-40% Set 03.28.2018 I I I I I I Cellar Lateral to Propane Supply Tank 10' 632,000 1 II II II II Exterior l I I I I Cellar Propane Boiler 8' 831,000 1" 2. Foundations Package Issue 03.16.2018 NEW GAS K CELLAR Lateral to Propane Supply Tank 20' 831,000 1 ZoningReview 05.24.2017 Propane I I I I NEW GAS I IGas I I p pPY 1-1/4" N0. TO WHOM ISSUED DATE Tank Gas J/I, Cock RANGE I (All Loads)c°�k DRYER I ( I I Gas Bib BB _ IssuEs 0 I I I (BBQ)500 GT" .7. I I I I �H (8 ) (22,000 BTUH) I ( (4') (165,000 BTUH) I I (50,000 BTU) Diane Daley and Edward Daley OWNERS FIRST1350 Paradise Point Road Gallons Cock I I ( 1/2"0 3/4"o F OOR Southold,NY 11971 Minimum I I (201)653-6610 II II II - - - - - � - - - - - - -J — — — — — — — - ❑K (2 0') (10 ) © (8 ) I E 21 ' C 4' 1 A 30' ( I I 1/2"0 II � 0 II 1 1/4 0 10 10 (11 )I 10 I I 3/4"03/4"01 I I I I I I 1/2"0 I I I I Cellar E18') I ( I ( I 001 II II � II V10 I I Tankless J ( Tankless val eShutoff 1 Water I Water New Oil Tank to — Heater-1 I- — Heater-2 Propane I be ( Gas Gas _ Fired removed Boiler Cock (199,000 BTUH Cock (199,000 BTUH) — 199 000 BTUH Cellar _ of Combined Petroenergy Riser Diagram Not to Scale Daley Residence 1350 Paradise Point Road Southold, Long Island, NY n a s t a s i 10' min. 10' min. a r c h i t e c t s Combustion Air Intake Vent Exhaust Vent O Flashing (Typ,) N m 3" PVC Vent Pipe � 321 Newark Street Per manufacturers specs Provide Hoboken, NJ 07030 condensate tube Tel: 2 01. 6 5 3. 2577 & trap. Drain to Fax: 201. 653. 2642 adjacent sanitary NJ License #A 111 S S 0 stack Gas NY License #021574 Water Heater Propane Riser Diagram Date: May 25nd,2018 R Exhaust and combustion air detail Scale: As Noted Scale: 1/2" = --0" Drawn By: TG Checked By: IN Phase/Revision: CD 3 0 0 Copyright 0 2018 Nastosi Architects HVAC REVISIONS ' \ -- - NO. DESCRIPTIONS DATE F T . ------------ I I --------- - ... ..-_.. ... ............-----------_----.--- f. ...... ... ... __.... -------------- I I i f I I i I D2 I ----- - ...--'-------- 8" poured concrete wall A5oo - I ' i I D1 A500 t ! I 8" poured concrete wall I I � i i ! I 8" poured concrete wall 9. Final DOB Submission 05.25.2018 New 5" Thick concrete slab ------ ----- -------- - --- -- - --- - 8. Client Meeting 05.16.2018 over 6x6xW4xW4 WWF, over, — � over EMIL poly vapor barrier, i — 7. 100% Complete-Final Client Review 05.08.2018 over minimum 4" compacted 6. SitePlan/Utilities Submission 05.02.2018 I gravel over compacted backfill Existing Foundation Walls 5. Client Meeting- 80% Set 04.23.2018 New 5" Thick concrete slab to remain over 6x6xW2.9xW2.9 WWF, over4. Board of Trustees Hearing 04.18.2018 2" rigid board insulation over, over 6MIL poly vapor barrier, ! 3. Client Meeting-40% Set 03.28.2018 over minimum 4" compacted Existing Chimney ! 2. Foundations Package Issue 03.16.2018 D2 ! gravel over compacted backfill Foundation to remain ! n5oo j 1 Zoning Review 05.24.2017 NO. TO WHOM ISSUED DATE ISSUES D4 / ! 500: Diane Dale and Edward ale I D OWNERS r, f i Y Y I _ i 1 I B am t '- -' " ' ' - - -- -- -'- ----- - - _ - - - -_ -_...-.. -.. - _ - -----" --- ----_._....._..-i �- -- -S-(Soured concrete wall -1 -'' ---'-� -- --...._------ .._' '� 1350 Paradise Point Road 8" poured concrete wall --- -- - - -- - _ .. -- — ----- --- - ----'-'-' '-- - -- - U - --------' -- ----- ---.. -------- --- ----- Southold,NY 11971 -'--- - t ----------- .._ _ (201)653-6610 ... ... . .. ... .._. . .- .-.. -. ..... __.-. ...__...__.. .. .. --- _-- -------- ---_--- -_ .or.,i honer Existin<1 A i'( -- ... - ------ - - - -- .. .- ----- Slo 3 � twis . P !�f Ai un,u;.,LL T p. 8" poured concrete wall .D4 500 LI I I E td Oc::ornect I T p,! ( I 1 c rtcra'.o( Dist(tl�llt tl:l Panel i I (ien8Y0101 Trae !er � — Prmel � I New 5" Thick concrete slab over 6x6xW2.9xW2.9 WWF, over 2" rigid board insulation over, I over 6MIL poly vapor barrier, over minimum 4" compacted 8" poured concrete wall gravel over compacted backfill ! j New 5" Thick concrete slab over 6x6xW2.9xW2.9 WWF, ove i — 2" rigid board insulation over, f over 6MIL poly vapor burner, Daley R e s i d e n c e over minimum 4" compacted � gravel over compacted backfill I I I 1350 Paradise Point Road Southold, Long Island, NY 6x6 HSS Square Steel Column n a s t a s i a r c h i t e c t s Ill y I Existing Foundation Walls 3 2 1 Newark Street to remain Hoboken, NJ 07030 i ! Tel: 201. 653. 2577 I DESIGN LOAD SCHEDULE Fax: 201. 653. 2642; � Ivy License #A111SS0 1st-3rd Floors Dead Load: 22 PSF NY License #021574 I -- Live Load (Non-sleeping Rooms:) 40 PSF Live Lood(Bedrooms:) 30 PSF Live Load (Gym:) 100 PSF I Cellar/ Foundation Plan I j Roof Load ----- -- -- - ------ Live Load (20PSF + 10 PSF Snow Load) 30 PSF I I IO- DeadLoad 20 PSF I IO--.---------........-._.___..------.------_____ f Date: May 25nd,2018 Scale: As Noted Drawn By: TG,JC Checked By: 1N P1 Cellar/ Foundation Plan „ Phase/Revision: CD 12” x 11 grade beam Scale: 1/4" = -0" to support bottom step 8" 0 Sonotube to support 4x4 stair post - 200 above. 42" deep Copyright © 2018 Nostasi Architects AI! I REVISIONS NO. DESCRIPTIONS DATE ss , �r ----------------------- ---- ----- - - - — - ....... - --------- - i f � JDJ,�runlr" - - - Ri_ 2 ��:10 Nom. f,-"Y. _.: I "` It ! I ' g i FI ' or Joists II _... I _. Q I I 6.� I ....... I ... I III I _ B 1 . x Jors s 1 ` f t(Kr/1 �II -kxistin FI Floor JOi s _ or Joists --y VI: 61 Existin FI�•I � I� I_ I 1 --- __— _ — 0 - _a r 1- --- -- r\ I _ 1 1,� _: __:. ( I I 9. Final DOB Submission 05.25.2018 f I -- --- - -- -- - - r� ) e l is - ! �_ Meeting . } ` � ' , -- ... ...,., ,I �� 8 Client M 05 16 2018 � r � 1 � I I , 1 _ 1 al 7. 100% Complete Final Client Review 05.08.2018 f i ------------------------ ■■■r C _• --- .. j 11 11 `)�:(: ., ■ I 'I III L..I_. .. ., ., II 1 !' SitePlan/Utilities Submission 05 02 2018 , I I 6 I s 1 ( . l . 11 . ,. . „r _ u (f L... 5. Client Meeting_ 80% Set 04.23.2018 _.. ... fi Board of Trustees Hearing 04.18.2018 _ 1 N _.� 3. Client Meeting _40% Set 03.28.2018 1 _-- o N Q u'lv� w,!<an,, 2. Foundations Package Issue 03.16.2018 u i -I :';<_ -' _ ._ ..-._�,____�° __ L . — —' — II Lt . .I . .. .. I . I ' �t ®.� — � i ... ... . .. .,, i... ..I..i. 1 Zoning Review 05.24.2017 X �--- --- � O / i I .� r� � II cf) N0. TO WHOM ISSUED DATE � I i •> •„- r-y- Lo .;, N lit cn °J �,k,i'9 I I I I ISSUES i I f / I a c Nil _ i I:� — tm � � \ Diane Daley and Edward Dale OWNERS \ /I( �! I I I . 9 ( - � - - I Y - _ 99 1350 Paradise Point Road I I / o w Be I n --- - _ / YY Southold,NY 11971 � I ( 653-6610 � I , n / \ �--1.-:: ------------ - I -_-_-- ,.,.. �•,. If•--�_�:� „, � I ,, „� .• .. � .:,,,::� ::. ................... ..,,, ::I ,.� 'i L 'I , ' I I — -. - _........... .._. _ _.. ... ..- ... ....__.._... ... . -ESI ling FI or Joi, is I Ex i tfrg Fldor Joi is I l ,I l I , ><I q — �: ` C � �`� � ► li i it,c /` f //. I --------- ><, ------ o II �/r-�� (.L! I, i;0 III - , II 2x J! is i ” J 11 1 l 6 Io.c. f' 1161" II �. . - X110 � I I I vI I I o.!. TJI _ 10 x 9-�" �7 .- � �� 1 Floor Jousts CID I Y CD II i3r v. . . [� I — 1 I V i 1tl I I I Q , I , 3 I � Ili 1 F � ' ' f �- ► �- - - Daley Residence fl: , II I ( r � it ' ) ' { � ' rkk,. I„� I l i 1 I� _ 11 — ( ., � l EIsting Floor Joists sting Floor Joists I J1 11 ! 1350 Paradise Point Road i ring ��'' i I 1, New Bea I �' Southold, Long Island, NY j' S ! _ - 11'1• 21x Jpl t i 1 q=1aral��l�ll ° ;,� W a I I B e I o w - , x Jors s! it -- C. - -- -- ------ - --- --- ---- ----- - i _ — , � - � 161 'I I {J 1 E 1 I i , . WI . n a s t a s i I �' I ..., 1 a r �' I j a i i c e c s t I, � h i t N: I i ( Existing Floor Joists 1 I Q , ' ! • :_ g 1 0010 WIG Im rt _ , Oa; CD Q o x I i ? Q l Stair 6 eim .� -, 2 x 10 Nom. 1 -� :,,,I -- -j f O ■ __—-•�__ __ �_'�� I r I I u ll 1` Jit Ill I h NN _ . I g Existing Floor Joists 1 I. �•../ _ :. Existing Floor JOIStS. 321 Newark Street 1 Hoboken, NJ 07030 �i I I,., i .,, �,,,` Iy Tel: 201. 653. 2577 I`�i I I ! I Fax: 201 53 2642 6 I I - � I ,,.,' , NJ License #A111S50 It 1' 2x is �, f:l v g N I – '� ! �.. f• . , � �� � 11 :'I Y>” � - -- —_- - ; IIS j I! �? NY License #021574 1L6� o.c. � `' _ j Existing Floor Joists 1 .m c First Floor Framing Plan I 1 :, --- -- ill zJlois s 1 :._ i N r.:.�! iIk1.1 II1) 1 1 I i Ili i II � o .-- -- - - _ L - � I �1�f1�lIl1M r — — —'---- _ -- SDcale: y As Noted 18 ( : { I TG C � I .1 I it li I ----J Drawn By: -'-----_"--' --------- ---------- --------_. ..--_---- ----__-- __----- -.-...._ .. -------- f--... __.._ _. _.. ........ -__.1.-- _'_-_.. ._--____ -________- -_-__-_-- ---- ,.._..------ .._-_.....__ ------_----- ----- - / Checked By: 1N P1 First Floor Framin Plan Scal �- 1 4" 1' 0» � \ /- - u - i ' - Phase/Revision; CD cn r.�/qq , q qq <' 7-4 10'-11y" 9 -7 19'-6" 7 -5 --- ------- Copyright © 2018 Nostasi Architects REVISIONS NO. DESCRIPTIONS DATE --':::___.:::_._::::. :-`:-:----------------It I (3) 2X 10 (2) 2X 10 1 (2) 2X10 (2) 2X10 (2) 2X10 (2) 2X10 -� -� - HEADER HEADER HEADER HEADER HEADER HEADER __ -® I = -- nti -_ _ - =ate. ------max•- ..w..-,.�y ___ - - - m,.,�.,._ - --_- 4_-- -_ ----- ---_ J/ ----------- .,T �il�i Tt jl --------------- _....._..-_.--.. __.------- - -- -- - - ---- -- ----- -------_.._-- ------_......._ 1 ---- ------------ ------ ---------------- --- -------------- --- i! ' 0. �'A1J1riI B: -o i 0 ! � � I �� I I� I I I I I 1 � I r F_ o VEj i j x I ! I I. C7 -' --- / ------------ C, ------ - - --- t -- - tt I - � I. -- -- r' I I I I I I I I o�i�, ` ' � _ B Submission 05.25.2018 CD I � i :;RI� �l � - --� �- -+ � - � ------- --- 9 Final DO II (2) 2X 10 (2) 2X 10 1 ==- ,. �; ; I ! I Icyl rn Cyl �- �— Meeting` W - y` I I, O 8 Client Me 05 16 2018 HEADER HEADER _ O O o _ _ �-- I� � �, I - I �-> � r,-I 7. 100% Complete-Final Client Review 05.08.2018 --_ __—„_ = _ -r_v.,-___s_=== ___=g-=== _.-. -.__ ___� I - - -- - __.._ f x N 6. SitePlan Utilities Submission 05.02.2018 v ooi� p�oa V Stir�i 0�l e1 I ( - ) p �1 _.. - .ti II O o l O rl,DI - I I I I I I I I I I t I - 'p---h---� g-I ------ ._------ I I I c I o I t t I I� I t ! t I c� I o I I I I I I 5. Client Meeting_ 80% Set 04.23.2018 I x ! Ln �' - ------ -- - -- --- -- Ili FrI _o _ __._... o _- -. - iI I I I � 4. Boord of Trustees Hearing 04.18.2018 _... IL oo n o n o - / !;/ E , Client Meeting-40% _ _ - =' - - - - ` -1 !AUL 0 „ 3. ien Set 03.28.2018 r ,.� t 1 1 (� o �� \ IN 1 1 N N r , / �l E 2. Foundations Package Issue 03.16.2018 CIO 2.�, �' S S 1 Zoning Review 05.24.2017 � j- N0. TO WHOM ISSUED DATE CPD @ 1 i O.C. ISSUES �h 1 - - - �7 ' °o O0 ; ;`' -� Diane Daley and Edward Daley OWNERS 1350 Paradise Point Road T; _ _ I dR n o n Led er � ' � -- �'� �. !' - �- -- ! ' - Southold,NY 11971 ,7� �=- tt— � � -- '--�-- --� II I r _ � , --- I I I c � (201)653-6610 Ll L II L — -- - - _ fix - _ .:` 'P�ra lam C lumn ------- ` i 'Nall' Belkw m.. - ;:., yu. TJI 11 ' - --- ---------. ---- - I - 7's 181• I X E I � ; -- - 7„ Floor Joists I{ f o — TJI 560- 11g Flo -Joi til I �- j-- @ 16 O.C. @ 16"' 0!.d__ ? - % --------- -------------- t! I I I — I ---- �, L. ------- ------� i ---------------- ------------ __..-._._—...__.-.. - _ - ._._... --- ------------- - I I i +• --____.__-..___-_____-_____-.._--_____ V ! C I = - ry 1 I s x en To Below II I- - -------- ----- '-' I- - I _ I I i I, I TJI �60- 1 g' FI./jsts - 1 r7-1 I— - - ` I l I 3:77-1 J-2. - - - -- -- -Li x CD i7-1 11 ---I t-- i - B I � I 1�JI 560 -- -- - - ---- --- ----- - -- ii f 1Jsts — I I 6” o.C. Dale Residence _ I TJI ,560- 11$"- Floor Joists �J 1 TJI 560 11$" Floor Joists 1 1 m 6„ l-�-� 1.� @ 16" 0.� � 1 O.C. o I _ 1350 Paradise Point Road IV co I Southold, Long Island, NY _ — _ _ _ _ Fri li I n a s t a s i a r c h i t e c t s 05 1_ ,...�. , •..ter_ ��� �� — r. - •i I ! i I _...__..._-_------------,--------------_-___- 117 8 LUL 6x6 Parallam Column ! o-N1R �•r a. rli a. � aa. 71 J f f _ -J ! _ �- -- --- -- - -,II - - - l 0.-F4T. JIst�-�� _. i71 TJI 60- 11 " 'FI. Jsts -- � - _ -_ ! - ; "-- V' 16"1 O.C. i TJI 560 3' Jsts tl i V � ,tlf _ ; I A- b 1 ,I C. 1 ;B =L 1 - - ---- -- I _ --_ _-_ _---... ---- --= __ --------------------------- -`� =: 1 1 @ 1 I O.C.- ------------------ 1 y ---- ------- . _' : 2;' x 118„ LVL 2.0E 321 Newark Street f Hoboken, NJ 07030 ro " m ,.;. l ? N� Tel: 201. 653. 2577 ----- - x ---f If--- - -- �'>' —I — — --- - -_ ' i� Fax: 201. 653. 2642 {{ - - or oistS ' : ?� I NJ License #A111SS0 -- / - - �I 560 118 Flo , E.. . A + i f E.ad• I NY License #021574 I , : itl' i i I of --�—� - - ,,, 1- - =X - - - Second Floor N I TJI 560 1;118 Floor Joists ; ; I ; I i I 1 x V l ! _ '1 .� , . I I jH — — — f Framing flan %i hl g II / @ 1 0.C. --- - ---- ........_-- - ` ! — — ------------------- "-___-_.__- -_... e _ 1 ; 1 ---------- �1 I Second FI �i a Floor Plan Scale: 1/4" = 1'-0" , l '1 r -• ii --� `I fTl _ Date: May 25nd,2018 II 1 u - Scale: - I D B T J ,T - ( 1 — ----- Noted ,,tip -- 1 ,�,,; +- , G, C k n- DUD, � II !, o-, m o 1ffi n y o --- - �#��r l I�� _ ......-.--.. - y: Drawn ---____:.___- fl. a •tl_-=-=--=- _ --- - `. __.: _.. .:_<:_....::: _-- --—- - - --- Checked By. JN (_2) 2X10_ (2) 2X10_ (2) 2X10 (2) 2X10 Phase/Revision: CD HEADER HEADER HEADER HEADER- 7'-4Y" 13 -11 26'-1" S203 I I I I I I Copyright 0 2018 Nostasi Architects I I I I I I I I I REVISIONS NO. DESCRIPTIONS DATE sloped ceiling. See roof plan sloped ceiling. See roof plan sloped ceiling. See roof plan for rafter information for rafter information for rafter information ------ —� -------------------- ---- - ---------- ---- -— -— --- - �. tf I i! li 9. Final DOB Submission 05.25.2018 W --- -- - I I j 8. Client Meeting 05.16.2018 7. 100% Complete-Final Client Review 05.08.2018 it rn — Y _.r = _I — — — — — SitePlan/Utilities Submission 05.02.2018 _ i I_ - -- ! ' I 6 C7 __ -71 5. Client Meeting_ 80% Set 04.23.2018 – -- -- 00 - g — I I` 4. Board of Trustees Hearin 04.18.2018 O 9 n 0 I cn 3. Client Meeting-40% Set 03.28.2018 it U . ._W__n_-+ I ~� ~I1 — — 2. Foundations Package Issue 03.16.2018 _ - N --. - -- ng 05.24.2017 -�... 1 Zoning Review I n I; NO, TO WHOM ISSUED DATE --= ----1 ISSUES I: I I I I I I I I I I I I I I I I I I I I I I `� �• — — I I I I I I I I I I I I I II i ' ( !� Diane Daley and Edward Daley OWNERS (_-,- - - 1350 Paradise Point Road — — -- -- _-- -- j Southold,NY 11971 (201)653-6610 .moi ln....® - ,.::::. •. - _ _ ' �i i. l i -�,_„_ -------_�_:_-_ sloped ceiling. See roof Ian .......... 616 Parallam Column I�I forrafterinfrmation p — - - ------------------ -- __ _..— .:: • I I - - - I , I 2x10 C Ilar Ties ,_ f - I. I __- - - _... _. -__--.-- I I IM i� __:-:.— - - I I l i --- -.1 x ! - - - ------- ! _ @ 1 " O.C. — ! sloped ceiling. See roof plan \ i for rafter information I o� — — — — r' 2x12 Ceiling Joists ` _. 2x1 Ceiling Joists 2x12 Ceiling Joists / L I rn - - _ — @ 16" O.C. :I _ — _ @ 16" O.C. _ _ @ 16" O.C. l 01 H. �I s l I — — i 00 O0 i _ 1 - - - - - - I W P \I it f .. --_••=-- 11 I;o Ties , Daley Residence ;I 2x10 C Ilar ! I �I r _ I sloped ceiling. See roof plan I for rafter information it °� @ 1 O.C. IL I 1350 Paradise Point Road sloped ceiling. See roof plan ;; for rafter information " — — — — — — — — — — — — 1 1 Southold, Long Island, NY 2x12 Ceiling Joists 2x1 Ceilin Joists 1 — I — — — _ _ � _ 2x12 Ceiling Joists I --;- n a 5 t a s i — @ 16" O.C. @ 16" O.C. — @ 16" O.C. a r chi t e c t s j I' 6x6 Parallam Column -- - - - - - - I ! -------_- 321 Newark Street : - � 11- 2x10�C Collar Ties I Hoboken, N) 07030 Tel: 201. 653. 2577 I @ 1 " O.C. t� rn j Fax: 201. 653. 2642 NJ License #A111SS0 \ n ! X li rn NY License #021574 it I� 2nd Fir Ceiling 2. li framing Plan ` 2x12 Ceiling Joists 2x12 Cei i olsts I _ g = ( 2x12 Ceiling Joists I , @ 16" O.C. @ 1 6„ - - - - @ 1 O.C. l = - - I, I W li 1 I I ___--__-. Date: May 25nd,2018 i 2x10 C I ar Ties — _ I Scale: As Noted �I sloped ceiling. See roof plan — — — — — I TG, C for rafter information — @ 1 O•C• _ Drawn By: 1 Checked B IN Pl Second Floor CeilingPlan ----- ---== - - „ - -,II - -- - — -- - Phase/Revision: CD Scale. 1 4 - -- - --- sloped ceiling. See roof plan S204 for rafter information Copyright 0 2018 Nostasi Architects CP 0 0 0 REVISIONS �J X 70 X 0 00 = 0 00 NO. DESCRIPTIONS DATE Cf) W ---------- - ------ ------ ----- ----- -- - - ------- - ----- ----- ----- ------ ----- --- ------ ------- MID Roof Rafters 2x10 Roof Rafters 16 O.C. @ 16 O.C. z U Rid(e Ven ent Roof Ralt rs �00 @716" O.C. o 9. Final DOB Submission 05.25.2018 0 01 1_�_-_7_ LVL 2�10L-----------_-A 91 0-) C) M 0 M CD I 0 8. Client Meeting 05.16.2018 (z) to X 00 �0 0 00 1 7. 100% Complete-Final Client Review 05.08.2018 CD 1 D CD (D T iI -7 1 co Cn 6. SitePlan/Utilities Submission 05.02.2018 zx1l R'�dge ---- ------..... ---------- --- ----------------- ------------ 5� Client Meeting- 80% Set 04.23.2018 ----------- Ridge - --- --- --- ---- 1 4 Board of Trustees Hearing 04.18.2018 ------------ -------- 41- 11 VL C/) 3. Client Meeting-40% Set 03.28.2018 *S X 2. Foundations Package Issue 03.16.2018 12x6 To afters 1 Zoning Review 05.24.2017 X X CD CD QD (PD NO. TO WHOM ISSUED DATE i @ 1 P.C. 91 0 0 CF! ISSUES (D c:) Diane Daley and Edward Daley OWNERS 1350 Paradise Point Road (D (D Cn co Southold,NY 11971 L (201)653-6610 400 ------ ------ -A --- - ------ 0 0 0 0 (Q) ------- ----- �u X - --------- - ------ 0 5;0 ------ 00 Q3 (DO 2x12 Roof Rafters 2x12 Roof Rafters (D 5 D 16" O.C. @ 16" O.C. -------------------------- P zX1C Rid CPD 0 0 xI 126 Top �Ofters 0 cd P.C. @ C/) ("D Ridce 0 Oq lu (A i - I I Daley Residence :::3 z: 27r8 1350 Paradise Point Road Roof Rafters 1� I Roof Rafters Southold, Long Island, NY @ 16" O.C. @ f6 O.C. II — n a s t a s i a r c h I t e c t s --IT 111 126 Top rafters �" I IU 2x12 Roof 2x12 Roof Rafters @ 16 0.C. @ 16 321 Newark Street if — — Hoboken, NJ 07030 0 M co 0 00 D Tel: 201. 653. 2577 2 1-0 Ri[ge ------- cy! 70 ------------- Fax: 201. 653. 2642 0 00 1 1 ----- ----------- --- ---------- ------ NJ License #A111SS0 P 0 X I Rid NY License #021574 CPD 0 Q 00 4/0 Roof Framing Plan 12x6 Top C) CD @ 0� C. eo I III M Date: May 25nd,2018 r48 As Noted Scale: Foof Rafters Roof Rafters Drawn By: TG,is IN [T Checked By: Phase/Revision: CID P R ming PI P1 Roof Fra an N7--T- AA I L IN-7 =6T Top �Efters Scale: 1/4" = lf-Opp A - 205 Copyright Q 2018 Nostasi Architects