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HomeMy WebLinkAbout49366-Z / 7 �O��SUFFOrt Town of Southold 7/30/2024 y� P.O.Box 1179 0 w �.2 53095 Main Rd o't.1j�1ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45405 Date: 7/30/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 7217 Great Peconic Bay Blvd,Laurel SCTM#: 473889 Sec/Block/Lot: 126.40-1.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in.this office dated 8/31/2020 pursuant to which Building Permit No. 49366 dated 6/13/2023 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 front and rear covered porches and raised patio with swimming pool addition as applied for. The certificate is issued to de Lannoy,Andrew&Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0120 2/23/2024 ELECTRICAL CERTIFICATE NO. 24-84951/49366 3/19/24; 7/8/24 PLUMBERS CERTIFICATION DATED 2/2/2024 r\ ("4�errpaqe Hamilt J i ut oriz d ignature TOWN OF SOUTHOLD �o °aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . 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#.: 49366 Date: 6/13/2023 Permission'is hereby granted to: de Lannoy, Andrew 5 Maple St Garden City, NY 11530 To: demolish existing structure and construct single-family dwelling as applied for per SCHD approval. AMENDED 4/3/23 for swimming pool addition. Replaces BP 46368 At premises located at: 7217 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 126.-10-1.6 Pursuant to application dated 6/13/2023 and approved by the Building Inspector. To expire on 12112/2024. Fees: PERMIT RENEWAL $782.40 Total: $782.40 Building Inspector �S�FfDI� TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46368 Date: 6/4/2021 Permission is hereby granted to: de Lannoy, Andrew 5 Maple St Garden City, NY 11530 To: demolish existing structure and construct single-family dwelling as applied for per SCHD approval. At premises located at: 7217 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 126.40-1.6 Pursuant to application dated 8/31/2020 and approved by the Building Inspector. To expire on 12/4/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,414.80 CO-NEW DWELLING $50.00 DEMOLITION $100.00 4 Total: $1,564.80 llding 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. August 31, 2020 New Construction: Yes Old or Pre-existing Building: (check one) Location of Property: 7217 Peconic Bay Blvd., Laurel New York 11948 House No. Street Hamlet Owner or Owners of Property: Andrew and Barbara de Lannov Suffolk County Tax Map No 1000, Section 126.00 Block 10.00 Lot 1.006- Subdivision Filed Map. Lot: Permit No-. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Yes (check one) Fee Submitted: $ Ai;-� Applicant Signatur Certificate of Compliance .....................................................................................................................I....................... .................................... CERTIFIED ELECTRICAL INSPECTIONS, IN 188 PARK AVENUE AMITYVILLE, NY 11701 _P: (631) 598-5610 .................................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by 5th Generation Electric De Lannoy Residence 29 Wildwood Trail 7217 Peconic Bay Blvd Riverhead, NY 11901 ' Southold, NY 11948 Located at: 7217 Peconic Bay Blvd, Southold, NY 11948 Application Number#: 24-849.51 Certificate 24-84951 Electrical License#: ME-58846 Section: Biock: Lot: Buiiding Permit 4: 4636.8 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and Wiring, described below, located in/on the premises at: New House 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,urisdiction, and found to be in compliance therewith on the 19th day of March 2024 Name QTY Power Panel -200 Amp, 240V 1 Gas Furnace Circuit-20 Amp, 120V 1 Service Disconnect-200 Amp, 240V 1 Duplex Receptacle- 15 Amp; 120V 50 -Combo Smoke & Carbon Detector- 15 Amp, 120V 2 P01 at e r-200 A�n p, 41_4 0 V UG Service Feeder-200 Amp, 240V Motion Light- 15 Amp, 120V Exhaust Hood -20 Amp, 120V Electrical Inspector: Anthony Giordano .............f4l', This certificate is not valid unless raised seal is present. Certificate of Compliance ..................71 ..........................:.................................................................I..................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .................................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by 5th Generation Electric De Lannoy Residence 29 Wildwood Trail 7217 Peconic Bay Blvd Riverhead, NY 11901 Southold, NY 11948 Located at: 7217 Peconic Bay Blvd, Southold, NY 11948 Application Number#: 24-84951 Certificate 24-8495'1 Electrical License#: ME-58846 Section: Block: Lot: Building Permit#: 46368 Name QTY AC Blower- 115 Amp, 220V 3 AC Condenser- 30 Amp, 220V 3 ARC-Fault- 15 Amp, 120V 6 ARC-Fault-20 Amp, 120V Exhaust Fan - 15 Amp, 120V 1 Fixture Outlet- 15 Amp,-120V 6 GFCI Duplex Receptacle- 15 Amp, 120V 7 Motion Switch- 15 Amp, 120 V I Paddle Fan - 15 Amp, 120V 3 Recessed Hi-hat Fixture - 15 Amp, 120V 34 Smoke Detector- 15 Amp, 120V 4 Electrical Inspector: Anthony Giordano �\O VdCAL 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 5th Generation Electric De Lannoy Residence 29 Wildwood Trail 7217 Peconic Bay Blvd Riverhead, NY 11901 Southold, NY 11948 Located at: 7217 Peconic Bay Blvd, Southold, NY 11948 Application Number#: 24-84951 Certificate#: 24-84951 Electrical License#: ME-58846 Section: Block: Lot: Building Permit#: 46368 Name QTY Switch - 15 Amp, 120V 16 Electrical Inspector: Anthony Giordano ``\\UV4CA .APPROVED;o='i This certificate is not valid unless raised seal is present. *pF SO�r�Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q � �o sear.devlinc&-town.southold.ny.us Southold,NY 11971-0959 Q ou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Andrew DeLannoy Address: 7217 Great Peconic Bay Blvd city,Laurel st: NY zip: 11948 Building Permit#: 49366 Section: 126 Block: 10 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 5th Generation Electric License No: 58846ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1 st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 30A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 1 4'LED Exit Fixtures Sump Pump Other Equipment: 30A Pool Panel 8 Circuit./7 Used, Timeclock, Pump 220GFI, Heater, Salt Generator, AutoCover 120GFI w/ Keylocked Switch, (2) Lights 115GFI Notes: " AS BUILT NO VISUAL DEFECTS " POOL Inspector Signature: Date: July 8, 2024 S.Devlin-Cert Electrical Compliance Form(1) pF SOl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 '�cOly� sean.devlint'a�town.southold.ny.us OUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Andrew De Lannoy Address: 7217 Great Peconic Bay Blvd city:Laurel st: NY zip: 11948 Building Permit#: 49366 Section: 126 Block: 10 Lot: 1.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC,CODE Contractor: Electrician: Pumillo Electric License No: 2300ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFC4 Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 200A Panel 54 Circuit/42 Used Notes: Service Only Inspector Signature: Date: March 11, 2024 S.Devlin-Cert Electrical Compliance Form ho��pF SOUT�,�I Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sean.devlina-town.southold.ny.us Southold,NY 1 1 97 1-0959 OUNT`I, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Andrew De Lannoy Address: 7217 Great Peconic Bay Blvd city:Laurel st: NY zip: 11948 Building Permit* 49366 Section: 126 Block: 10 Lot: 1.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Pumillo Electric License No: 2300ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 200A Panel 54 Circuit/42 Used Notes: Service Only Inspector Signature: _ Date: March 11, 2024 S. Devlin-Cert Electrical Compliance Form o��uFFOI,�c®G Town Hall Annex �.� y Telephone(631)765-1802 54375 Main Road P. O. Box 1179 c 2 Southold, NY 11971-0959 d � �► BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: February 2, 2024 Building Permit No. 46368 (7217 Pecoft Bay Blvd., Laurel NY 11948) Owner: Andrew D. de Lannoy (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. / (Plumbers Signature) Sworn to before me this day of 2 2 �� S�Rli�iu�ELEN®� Notary Public,State of Neiv York No.01 ME6356485 Qualified In Sulk County C� ornmivsion Es:.pites September 7,2 Notary Public 6_t� zC County. 1 TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY. INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ' CO (aAAI r cor'la ens DATE ANSPECTOR pP 50Ulyo<o IIIVVV # # TOWN OF SOUTH OLD BUILDING T. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST GH PLBG. [ ] UNDATION 2ND [ INSULATION/CAULKINCfn� [ FRAMIN ST [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL EM RK cr n . fAn---e� P--IWL mu N)W\/ R- t--\, DATE Y INSPECTOR OF SOpT�°� * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ FOUNDATION 1ST ���I [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I yi GAS t a- Afn , DATE �' 7�?> INSPECTOR ��OF SOUTyO# L_I � y � TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION- ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR " hO�aOf SOUTyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. IOUNr+,��' 631-765-1802 q ��o INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAUL/n�KING [ ] FRAMING /STRAPPING [ FINAL NO 1,✓IV PWL'/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: bwvt e"L &. 14A (ouvo-c./ nu Rs �WA i f DATE INSPECTOR OF SOUTy�� 14 q`3 7 ,17 -9 c # TOWN OF SOUTHOLD BUILDING DEPT. `yIOU 0c� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � r U/lam V�f �V m i DATE / INSPECTOR. pF so(/lyO� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] SULAnTION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: AA,- t2VM C 4n-E? DATE 48 INSPECTOR 7o 17 OF SOUIyo� `~ # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [" ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .]" FIRE.RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. dtscovl1Aec4 Jor ILlq-nd DATE 5 a W INSPECTOR OF SOUTyO� u ok 22 10 e c # TOWN" OF SOUTHOLD BUILDING DEPT. comm, 631-765-1802 INSPECTION ]. FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND : f ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ "] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: ' M IL01A J\ck f6f- A'AL141,fir, al JAaA AA.67k0r_ (d 1,r / ­ -J. - - 4 a A lowA- k&- -Cor biaa lo/,CAA(e ts` DATE INSPECTOR OF S00T °� 3 -7 21 * # TOWN OF SOUTHOLD BUILDING DEPT. Coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] .ROUGH PLBG. [ ] FOUNDATION 2ND" [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �,YjELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL <7 REMARKS: `� j o .QQ4- DATE 7INSPECTOR a - � o��OF S OUIyO � � # # TOWN OF SOUTHOLD BUILDING-DEPT. 631-765-1802 INS"PECTION- [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ -]' :FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: V A-1 tea 1/\ / v _1 / DATE E INSPECTOR i �rIrA � rrr rs r r5 ARC —JJ rrC r DeLannoy Code Compliance 6 May 2021 J Town of Southold Building Department Town Hall Annex 54375 Route 25 Southold, NY 11971 I RE: 7217 Great Peconic Bay Blvd Laurel, NY 11948 Delannoy Residence Attention: Ms.Amanda Nunemaker, Building Permits Examiner Amanda.Nunemaker(cD-town.southold.ny.us Dear Ms. Nunemaker, This letter is written as my Certification, as SIP Architect of Record, that the Plans filed with your office as part of the Building Permit Application package, Sheets"'Cover'and P 1 —P6 inclusive and dated March 30, 2021, for construction of the above referenced Single Story Residence, have been engineered to fully comply, to the best of my knowledge and belief, with all applicable sections of the 2020 New York State Residential Construction Code. As Testament to the above I therefore affix my Seal and Signature below. Respectfully, 6;A C11-1- Bill Chaleff, A.I.A., LEED AP EO AFtCy��� OF tit yO . BOX 990 • 1514 MONTAUK HWY . WATER MILL • NY 11976 631 726-4478 • FAX 631 726-4478 www.chaleffandrogers.com 15 November, 2022 Town of Southold Building Department Town Hall Annex 54375 Route 25 - Southold, NY 11971 RE: 7217 Great Peconic Bay Blvd Laurel;NY 11948 Delannoy Residence Attention: Ms. Amanda Nunemaker, Building Permits Examiner Amanda.Nunemaker(a)-town.southold.ny.us Dear Ms. Nunemaker, This letter is written as my Certification, as SIP Architect of Record, that the Plans filed with your office as part of the Building Permit Application package, Sheets "Cover" and P1 — P6 inclusive and dated March 30, 2021, for construction of the above referenced Single Story Residence, have been engineered to fully comply, to the best of my knowledge and belief, with all applicable sections of the 2020 New York State Residential Construction Code. • The Foundation Connection Detail, 3/P6`,was installed by the SIP contractor as specified. • The Top of Wall to Roof Panel Detail, 7/P6, was installed by the SIP contractor as specified for the Kitchen ceiling, Room 102. • The Top of Wall to Roof Panel Detail, 7/P6, substituted dimensional lumber for the LVL Ledger and was installed by the SIP contractor as an acceptable alternative for the east and west wings rooms,, Rooms 113, 115, 119, and 104. As Testament to the above I therefore affix my Seal and Signature below. Respectfully, ��ItEV ARC�T cHA[F���Cl 0 Bill Chaleff, A.I.A., LEED AP OF NO 1514,,MONTAUK HWY . PO BOX 990 • WATER MILL . NY 11976 631 726-4477 . FAX 631 726-4478 www.chaleffandrogers.com CALL US:631.398.6906 EMAIL US:michael@greenguru.org WEB US:vvww.areenauru.ora Greenlawn,NY,11740 Green Guru, LLC, HERS Raters Blower Door Results 7217 Peconic Bay Blvd. Version 2020 07.01 Date: 02/23/2024 Clients: Andrew Delany CC: Property Address: 7217 Peconic Bay Blvd, Laurel, NY, Square Footage: 2,529sf Cubic Volume Served: 40,470.00 2018-IECC R403.3.4 allowed total leakage: 3 ACH50 2018-IECC R403.3.4 Prescriptive cfm: <2,979.95 cfm 2018-IECC R403.3.4 Total measured cfm: 977.2 cfm (1.45ACH+/-) Test PASS or FAIL PASS Certified RESNET Rater Name: Michael Catalano Certified RESNET Rater Number: 0210214 Certified (BPI or Other) Number: BPI 5060842 ■ ■■ I �� : Sign: �Z�e 02.23.24 Client by: Sign: 02.23.24 Name:_Michael Catalano Name:Andrew de Lanno LIABILITY DISCLAIMER ADDITION: Builder/Contractor agrees that Green Guru,LLC is providing evaluation information only,which is based on the conditions observed at the time of the inspection,rating,and or field test.While every effort will be made to provide thorough,complete,and accurate information,Green Guru,LLC makes no warranty or guarantee toward results verified. Builder/Owner agrees that project certification cannot be guaranteed and is dependent on the construction and testing results of each individual project Attainment of project certification or test results have no bearing on payment for services performed underthis Job Order and Contract Builder/Contractor/Owner agrees that Green Guru,LLC bears no liability for improvements or upgrades being recommended to customers. Builder/Contractor/Owner agrees that Green Guru.LLC has no connection to the installation of any such improvements or upgrades and bears no liability for the workmanship of any work contracted through Client or any company outside of Client CONFIDENTIAL INFORMATIONTm-1993.2024 Version 20190101. PAGE1 of 1 Manual S Compliance Report Job: GGA82 Date: Nov 23,2020 AH3 Living Room By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 82.0OF Sensible gain: 15333 Btuh Entering coil DB: 78.7°F Outdoor design WB: 71.6OF Latent gain: 2882 Btuh Entering coil WB: 64.5°F Indoor design DB: 75.0°F Total gain: 18214 Btuh Indoor RH: 50% Estimated airflow: 525 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: SplitAC Manufacturer: Amana Model: ANX130181 B+AVPTC33C14A Actual airflow: 525 cfm Sensible capacity: 14704 Btuh 96% of load Latent capacity: 4140 Btuh 144% of load Total capacity: 18844 Btuh 103%of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 14580 Btuh Entering coil DB: 0°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type:_ Manufacturer: Model: Actual airflow: 525 cfm Output capacity: 0 Btuh 0% of load Meets all requirements ofACCA Manual S. wrightsoft® 2020-Nov2410:13:20 ,„,,,. --,, Right-Suite®Universal 2019 19.0.13 RSU26941 Page 4 ACCA.,,,7217 Peconic Bay BhrdX7217PeconicBayBlvd..rup Calc=W8 'Front Door faces:SE Load Short Form Job: GG.M82 Date: Nov 23,2020 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguni.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Design Information Htg Clg Infiltration Outside db (OF) 18 82 Method Blower door Inside db (OF) 68 75 Shielding /stories 1 (no shielding) / 1 Design TD (OF) 50 7 Pressure/AVF 4 Pa/0 cfm Daily range - L Inside humidity (%) 35 50 Moisture difference (gr/lb) 24 35 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make n/a Trade NAVIEN Trade n/a Model NCB-240E Cond n/a AHRI ref 8580772 Coil n/a AHRI ref n/a Efficiency 95 AFUE Efficiency n/a Heating input 120000 Btuh Sensible cooling 0 Btuh Heating output 112000 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 Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) AH1 MasterSuite 784 14028 10907 613 613 AH2 BedroomSuite 1214 16474 9433 517 517 AH3 Living Room 870 11932 13252 525 525 Entire House 2868 42434 33296 1655 1655 Other equip loads 3524 497 Equip. @ 0.87 RSM 29400 Latent cooling 4255 TOTALS 2868 1 45958 33655 1 1655 1 1655 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -f�i- wrightsoft 2020 Now2a 1o:age 1 Right-Suite®Universal 2019 19.0.13 RSU26941 Page 1 ACCA....7217 Peconic Bay Blvd\7217PeconicBayBlvd..rup Calc=MJS Front Door faces:SE Load Short Form Job: GGA82 Date: Nov 23,2020 AH1 MasterSuite By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project Information For: Delannoy Residence 7217 Peconic Bay Blvd, Lau ral, NY 11948 Design Information Htg Clg Infiltration Outside db (OF) 18 82 Method Blower door Inside db (OF) 68 75 Shielding /stories 1 (no shielding) / 1 Design TD (OF) 50 7 Pressure/AVF 50 Pa/488 cfm Daily range - L Inside humidity (%) 35 50 Moisture difference (gr/lb) 24 35 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make Amana Trade n/a Trade AMANA Model n/a Cond ANX130181 B AHRI ref n/a Coil CAPFA1818N6A AHRI ref 201953253 Efficiency n/a Efficiency 12.2 EER, 14 SEER Heating input 0 Btuh Sensible cooling 12880 Btuh Heating output 0 Btuh Latent cooling 5520 Btuh Temperature rise 0 OF Total cooling 18400 Btuh Actual air flow 613 cfm Actual air flow 613 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) Masterbed 238 3781 2627 165 148 M.W.I.C. 56 1003 422 44 24 Master Bath 126 1916 939 84 53 Master Seating 238 2909 3331 127 187 West Hall 126 4419 3587 193 202 AH 1 MasterSuite 784 14028 . 10907 613 613 Other equip loads 875 1830 Equip. @ 0.87 RSM 11081 Latent cooling 1348 TOTALS 784 1 14903 1 12430 613 613 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2020-Nov-2410:13:20 Right-Suite®Universal 2019 19.0.13 RSU26941 Page 2 ....7217 Peconic Bay Blvd\7217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE Load Short Form Job: GGA82 Date: Nov 23,2020 AH2 BedroomSuite By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlam NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:%vx&greenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Design Information Htg Clg Infiltration Outside db (OF) 18 82 Method Blower door Inside db (OF) 68 75 Shielding /stories 1 (no shielding) / 1 Design TD (OF) 50 7 Pressure/AVF 4 Pa/ 129 cfm Daily range - L Inside humidity (%) 35 50 Moisture difference (gr/lb) 24 35 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make Amana Trade n/a Trade AMANA Model n/a Cond ANX130181 B* AHRI ref n/a Coil C(A,C,D,E)24A24+ACEC800603A*A*+TDR AHRI ref 204044128 Efficiency n/a Efficiency 11.4 EER, 14 SEER Heating input 0 Btuh Sensible cooling 10850 Btuh Heating output 0 Btuh Latent cooling 4650 Btuh Temperature rise 0 OF Total cooling 15500 Btuh Actual air flow 517 cfm Actual air flow 517 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) M2 bath 77 657 454 21 25 MasterBed#2 274 7096 3447 223 189 M.B2 Cl. 18 0 0 0 0 B2 Cl. 12 0 0 0 0 Bed#2 171 1307 981 41 54 Bath#2 77 656 452 21 25 GB. Cl. 12 0 0 0 0 Mudroom 80 0 0 0 0 Laundry 81 1674 1339 53 73 East Hall 205 3557 1593 112 87 Guest Bed 171 1527 1166 48 64 Utility 36 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 202allov-2410:13:20 A, ,�,,.,ti,,,, �,, Right-Suite®Universal 2019 19.0.13 RSU26941 Page 3 ACCA ....7217 Peconic Bay Blvd17217PeconicBayBlvd..rup Calc=W8 Front Door faces:SE AH2 BedroomSuite 1214 16474 9433 517 517 Other equip loads 0 1707 Equip. @ 0.87 RSM 9691 Latent cooling 1569 TOTALS 1214 16474 11260 517 517 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigf7tsoft- 2020-Now2410:13:20 ti •WWVE.hIJ.a1•Q•M�^`0•^1 Right-Suite®Universal 2019 19.0.13 RSU26941 Page 4 ACCA....7217 Peconic Bay Blvdk7217PeconicBayBlvd..rup Calc=MJS Front Door faces:SE Load Short Form Job: GG.M82 Date: Nov 23,2020 AH3 Living Room By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Design Information Htg Clg Infiltration Outside db (OF) 18 82 Method Blower door Inside db (OF) 68 75 Shielding /stories 1 (no shielding) / 1 Design TD (OF) 50 7 Pressure/AVF 50 Pa !450 cfm Daily range - L Inside humidity (%) 35 50 Moisture difference (gr/lb) 24 35 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make Amana Trade n/a Trade AMANA Model n/a Cond ANX130181 B AHRI ref n/a Coil AVPTC33C14A AHRI ref 10221088 Efficiency n/a Efficiency 12.0 EER, 14 SEER Heating input 0 Btuh Sensible cooling 13020 Btuh Heating output 0 Btuh Latent cooling 5580 Btuh Temperature rise 0 OF Total cooling 18600 Btuh Actual air flow 525 cfm Actual air flow 525 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Living/Kitch. 780 11932 13252 525 525 Hall 54 0 0 0 0 Powder Room 36 0 0 0 0 AH3 Living Room 870 11932 13252 525 525 Other equip loads 2649 2080 Equip. @ 0.87 RSM 13339 Latent cooling 2882 TOTALS 870 1 14580 1 16221 1 525 1 525 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-N ov-24 10:13:20 wrightsoft- Right-Suite(S)Universal 2019 19.0.13 RSU26941 9 Page 5 ACCA....7217 Peconic Bay BNd\7217PeconicBayBtvd..nip Calc=MJB Front Door faces:SE Manual S Compliance Report Job: GGA82 Date: Nov 23,2020 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 82.0 OF Sensible gain: 33793 Btuh Entering coil DB: 0°F Outdoor design WB: 71.6°F Latent gain: 4255 Btuh Entering coil WB: 0°F Indoor design DB: 75.0OF Total gain: 38048 Btuh Indoor RH: 50% Estimated airflow: 0 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Manufacturer: Model: Actual airflow: 0 cfm Sensible capacity: 0 Btuh 0% of load Latent capacity: 0 Btuh 0%of load Total capacity: 0 Btuh 0% of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 45958 Btuh Entering coil DB: 0°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240E Actual airflow: 0 cfm Output capacity: 112000 Btuh 244% of load Meets all requirements ofACCA Manual S. -! wrightsoft- 2020-Nov-2410:13:20 Right-Suite®Universal 2019 19.0.13 RSU26941 Page 1 ACCA....7217 Peconic Bay Btvd17217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE Manual S Compliance Report Job: GG.M82 Date: Nov 23,2020 AH1 MasterSuite By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wmgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 82.0OF Sensible gain: 12737 Btuh Entering coil DB: 77.8°F Outdoor design WB: 71.6OF Latent gain: 1348 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0'F Total gain: 14086 Btuh Indoor RH: 50% Estimated airflow: 613 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer: Amana Model: ANX130181 B+CAPFA1818N6A Actual airflow: 613 cfm Sensible capacity: 12880 Btuh 101% of load Latent capacity: 5520 Btuh 409% of load Total capacity: 18400 Btuh 131%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 14903 Btuh Entering coil DB: 0°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Manufacturer: Model: Actual airflow: 613 cfm Output capacity: 0 Btuh 0% of load Meets all requirements ofACCA Manual S. 2020-Nov-24 10:13:20 wrigf,ttsoft` Ri ht-Suite@ Universal 2019 19.0.13 RSU26941 9 e 2 ACCK....7217 Peconic Bay Blvd17217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE Manual S Compliance Report Job:Date: NovNov 23,2020 AH2 BedroomSuite By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 J Cooling Equipment Design Conditions Outdoor design DB: 82.0OF Sensible gain: 11139 Btuh Entering coil DB: 78.1'F Outdoor design WB:71.6OF Latent gain: 1569 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0OF Total gain: 12708 Btuh Indoor RH: 50% Estimated airflow: 517 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: SplitAC Manufacturer: Amana Model: ANX130181 B*+C(A,C,D,E)24A24+ACEC800603A*A*+TDR Actual airflow: 517 cfm Sensible capacity: 10850 Btuh 97% of load Latent capacity: 4650 Btuh 296% of load Total capacity: 15500 Btuh 122% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 16474 Btuh Entering coil DB: 0°F Indoor design DB: 68.0OF Manufacturer's Performance Data,atActual Design Conditions Equipment type: Manufacturer: Model: Actual airflow: 517 cfm Output capacity: 0 Btuh 0% of load Meets all requirements ofACCA Manual S. 2020-Nov-24 10:13:20 wrightsoft" Ri ht-Suite@ Universal 2019 19.0.13 RSU26941 Az—:. N•,�.�,..wU..,,�«•,.., 9 Page 3 ACC,....7217 Peconic Bay Blvd\7217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE N First Floor M B2 Cl. MasterBed#2 17 qm 11 dm bath B2 CL M.W.I.C, 22 dm Bed/2 Masterbed 54 dm 10" Ge dm 1 c1m L-51 iB -Bath42 25 94 Master Bath GB.CL 84 dm East Hal 10' 113 Mee` I—I 813 dm Guest Bed 64 dm 202 m West Hal _ :.;hy.� - .'.-.�;{,,.;x"�'_«' 'yx, ��'°`5 "r.°�,•'ti::d•..:.t"�,.,:TM":.b,cis"L�;:� ">•:r.•��..�,., ,�`.,•,':;? �' .r_ay.. Laundry UhRy Vst05 dm':tn, ti. l�y:t'OS i1m`,''�r„i';i;>;."� .}•.,;_a::.0 SSA;."= 7',;.,. ':via .r ' "N•"3`.>',.!�!?.;- !��, t"I.:b;r, i•Ikliafi=+ �3 dm1� 'r;� •,�; ,.;cx.;'S3�'- :�F4 ,py�-,s f:' a•.-,.a.;,%;'F,y:n,;;°��' r�� 'Er t;t.�•4 8; e2,1:3+t�Sri�•,' I,(�1•J'L ,.,`�..T;S.t +'.i`� 7:ttFcEr1'`.�',`.r 1 .•�L� .y,,, _r.^'ty• ,::•,j,.4 '��y. .��h'j',.",• -.` r .; ^.z. Mudroom \,'`) '.f.'r,,tf �:!• �q, ,•- yi, }�.�:yrr's..f+'`c%S,::12• .."reb}j=-•lC,,' � �..Powder Room _ �!` :7*; ,'a1 f-'C'M`i�`::d;;C 731t'.•���-tr 'k I 6, a r•� -", .4:<<',�:.�,n;Y;f,... G�..• ��`szscim.•s: .�l,`.�,.:•�4i 'h,+,-i05:cfmk;M1 n�,, 405 cfT.•,,,.J,,,,.. •`;:F-.v"a.s•: {. 1�C b„ Uv:i:.'i• ��111W 1, 2R:rp ,•h>'�jj,ntY' ,�,J.." x+; .s.., y: ,i�csr.: i'�. 4`•" e '^77::. 'f.•.dr`:.:"w}k..'i=` n:F'.''�i•#✓a"' �Gi'v,:.Gi�iS l�f''` ~l., .3t•a9ty:_r,'�:'44�5..��4. Job#: GGA82 Green Guru, LLC Scale: 1 : 160 Performed for: Page 1 Delannoy Residence 12 Arbutus Court, Suite 2 Right-Suite®Universal 2019 7217 Peconic Bay Blvd Greenlawn, NY 11740 19.0.13 RSU26941 Laural,NY 11948 Phone: 631.398.6906 2020-Nov-2410:13:37 www.greenguru.org michael@greenguru.org ...Bay BlvdX7217PeconicBayBlvd._rup Duct System Summary Job: GGA82 Date: Nov 23,2020 AH1 MasterSuite By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project Information For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.15 in H2O 0.15 in H2O Supply/ return available pressure 0.104/0.046 in H2O 0.104/0.046 in H2O Lowest friction rate 0.066 in/100ft 0.066 in/100ft Actual air flow 613 cfm 613 cfm Total effective length (TEL) 227 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln (ft) Ln (ft) Trunk M.W.I.C. h 502 22 12 0.080 4.0 Ox0 ShMt 14.7 115.0 st6 M.W.I.C.-A h 502 22 12 0.080 4.0 OXO ShMt 14.9 115.0 st3 Master Bath h 1916 84 53 0.066 6.0 OX 0 ShMt 7.7 150.0 st6 Master Seating C 1666 64 94 0.073 7.0 OX 0 ShMt 3.2 140.0 st3 Master seating-A C 1666 64 94 0.089 6.0 OX 0 ShMt 12.0 105.0 Masterbed h 3781 165 148 0.097 8.0 Ox0 ShMt 12.2 95.0 West Hall-A c 3587 193 202 0.086 8.0 OXO ShMt 16.8 105.0 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 85 105 0.073 395 7.0 0 x 0 ShtMetl st6 Peak AVF 106 65 0.066 395 7.0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox0 613 613 69.0 0.066 665 13.0 Ox 0 ShMt W rightsoft- 2020-Nov-24 10:13:20 Right-Suite®Universal 2019 19.0.13 RSU26941 Page 2 ACiCK....7217 Peconic Bay Blvd\7217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE Duct System Summary Job: GGA82 Date: Nov 23,2020 AH2 BedroomSuite By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.15 in H2O 0.15 in H2O Supply/ return available pressure 0.122/0.028 in H2O 0.122 /0.028 in H2O Lowest friction rate 0.043 in/100ft 0.043 in/100ft Actual air flow 517 cfm 517 cfm Total effective length (TEL) 346 ft SupplyDetail Table 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#2 c 452 21 25 0.121 4.0 Ox0 ShMt 6.0 95.0 Bed#2 c 981 41 54 0.075 5.0 OXO ShMt 12.0 150.0 st7 East Hall h 3557 112 87 0.050 7.0 OXO ShMt 26.0 220.0 st8 Guest Bed c 1166 48 64 0.043 6.0 Ox0 ShMt 17.0 265.0 st8 Laundry c 1339 53 73 0.050 6.0 Ox0 ShMt 25.2 220.0 st8 M2bath c 454 21 25 0.077 4.0 Ox0 ShMt 18.2 140.0 st7 MasterBed#2 h 3548 111 94 0.074 7.0 Ox0 ShMt 26.0 140.0 st7 MasterBed#2-A h 3548 111 94 0.075 7.0 Ox0 ShMt 22.0 140.0 st7 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st8 Peak AVF 212 225 0.043 412 10.0 0 x 0 ShtMetl st7 Peak AVF 284 268 0.074 521 10.0 0 x 0 ShtMetl 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 Ox0 517 517 64.0 0.043 561 13.0 Ox 0 ShMt 2020-Nov-24 10:13:20 wrightsoft- Ri ht-Suite®Universal 2019 19.0.13 RSU26941 9 e 3 ACCA....7217 Peconic Bay Blvd%7217PeconicBayBtvd..rup Calc=MJ8 Front Door faces:SE Duct System Summary Job: GGA82 Date: Nov 23,2020 AH3 Living Room By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.30 in H2O 0.30 in H2O Available static pressure 0.20 in H2O 0.20 in H2O Supply/return available pressure 0.137/0.063 in H2O 0.137/0.063 in H2O Lowest friction rate 0.083 in/100ft 0.083 in/100ft Actual air flow 525 cfm 525 cfm Total effective length (TEL) 242 ft Supply Branch Detail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln (ft) Ln (ft) Trunk Living/Kitch. c 2650 105 105 0.085 7.0 Ox0 ShMt 31.2 130.0 st2 Living/Kdch:A c 2650 105 105 0.083 7.0 Ox0 ShMt 26.2 140.0 st2 Living/Kitch.-B c 2650 105 105 0.092 7.0 Ox0 ShMt 19.1 130.0 st2 Living/Kitch:C c 2650 105 105 0.089 7.0 OXO ShMt 14.4 140.0 st2 Living/Kdch:D c 2650 105 105 0.123 6.0 Ox0 ShMt 6.4 105.0 Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 420 420 0.083 636 11.0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mad Trunk rb3 OXO 525 525 76.2 0.083 668 12.0 Ox 0 ShMt zozo-Novza 10:13:20 ti wrightsoft- R; ht-Suite®Universal 2019 19.0.13 RSU26941 ti 4WIaVBvNm14VaM(m.gvn, 9 Page 4 AMN....7217 Peconic Bay Blvd\7217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE Nunemaker, Amanda From: Andrew de Lannoy <andrew.delannoy@gmail.com> Sent: Wednesday, February 23, 2022 12:48 PM To: Nunemaker,Amanda Subject: Re: Foundation location Attachments: 21-1039 -7217 Peconic Bay Blvd - 063021 copy.pdf,Certification letter on Superior Walls Install - Peconic Bay House.pdf, Foundation and sill plate Certification 2021-12-22.pdf Amanda: Hope you and your family are doing well. Thank you for the update. Per your question regarding damp proofing, attached are the signed engineering plans stating the damp proofing requirements as part of the manufacturing process for the walls and the two letters certifying that the installation was in accordance of the engineering plans. Thanks, Andy. Andrew D.de Lannoy 5 Maple Street Garden City, New York 11530 Mobile:516.695.4001 andrew.delannoy(cD-amail.com linkedin.com/pub/andrew-de-lannoy/20/854/a39 The information contained in this message may be privileged and confidential and protected from disclosure. If the reader of this message is not the intended recipient, or an employee or agent responsible for delivering this message to the intended recipient,you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by replying to the message and deleting it from your computer. On Feb 23, 2022, at 11:15 AM, Nunemaker, Amanda<Amanda.Nunemaker(a@town.southold.ny.us> wrote: Hi Andrew, I have reviewed and approved the foundation location for 7217 Peconic Bay Blvd, Laurel. The building inspector"okayed"the certification letter from the architect for the foundation installation, however, he is questioning if the certification includes the second foundation inspection which is for the damp proofing. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 1 DAVID TURNER ARCHITECT, P. C . 12-21-21 Southold Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold,New York 11971 Re: 7217 Peconic Bay Blvd. CERTIFICATION LETTER I have inspected the foundation installation for the subject premises. The foundation is a prefabricated system installed by "Superior Walls by Weaver Northeast" as per plans and specifications sealed by James Quill PE 078809 (NY State). The foundation and.sill plate are in compliance with these drawings and complies with 2020 Residential Building Code. Si r RED G�r�ZE ARCr,,�.;;. avid Turner H. RA 16162 i 9 • 16162 366 WEST 30TH STREET, FIRST FLOOR NEW YORK, N.Y. 10001 PHONE: (212) 594-0840 f.1\ >Superior Walls by Weaver Neribeast November 4, 2021 Andrew DeLannoy 7217 Peconic Bay Blvd Laurel,NY 11948 Mr. Andrew DeLannoy The Superior Walls foundation located at 7217 Peconic Bay Boulevard, Laurel,NY 11948 was professionally installed on August 5th 2020 by a crew employed by Superior Walls of the Northeast and supervised by Certified installer Joe Stafford {Superior Walls Certification Number 100003 -1}. The Superior Walls foundation was installed in accordance with the stamped plans prepared by Atlantic Engineering for the Peconic Bay House project. The excavation and crushed stone for the Peconic Bay project were prepared by others in accordance with the guidelines outlined in the builder guideline booklet {Manual 42- 90001. Please Direct any questions to my attention at 845-485-4033 Sincerely, Al Lunn General Manager of the Northeast Superior Walls by Weaver Northeast 68 Violet Avenue Poughkeepsie,NY 12601 Office— {845} 485-4033 E Mail—alunn@superiorwallsnew.com r NOV 0 4 2U11 6� TOWN OF SOU-IhJLD r CODES&STANDARDS SHEET INDEX Building Code: 2020 NY State Residential Code12018 IRC PROJECT: 3rd Party Inspection Agency: PFS Corporation,Cottage Grove WI 1 of 5-General Notes Peconic Bay Quality Assurance Manual: Superior Walls of America QA Manual 2 of 5-Drawing Summary Block-AII_Layers 7217 Peconic Bay Blvd Site Preparation Guide: Superior Walls Builder Guideline Booklet.(MAN 42-9000) 3 of 5-Plan View-All Layers Laurel,NY,11948 Fire Test Standards: ASTM E84, ANSI/UL 1715, UBC 26-3 4 of 5-Multi-Isometric 5 of 5-Sections [Project No.21-1039] WALL MATERIALS BUILDER: Concrete Compressive Strength: 5,000 PSI Pratt Brothers Inc. Water/Cement Ratio: <=0.40 45 South 4th Street Reinforcing Steel: No.4 and larger- 60,000 PSI Bay Shore,NY 11706 No.3 and smaller-40,000 PSI DAMPPROOFING Secondary Reinforcement: Polypropylene Fiber y E, Contact:Andy DeLannoy Embedded Wood Blocking: Pressure-Preservative-Treated Superior Walls panels are recognized EPS Foam Insulation: Flame Spread Index:20 by the ICC-ES as an alternate method Phone:516-695-4001 Smoke Developed Rating:300 of providing foundation wall Fax: XPS Foam Insulation: Flame Spread Index:5 o�g80q dampproofing.No additional dampproofing Mobile: Smoke Developed Rating:165 is required. E-Mail:andres.delannoy@gmail.com (Sea ICC -ES ESR-1553 ESR-1662) SITE CONDITIONS ma's MUNICIPALITY: Seismic Design Category: B PLEASE NOTE " Suffolk County Basic Wind Speed: 120 mph ContaTo comply with building code Phone: ct:Frost Depth: Local Code inches Assumed Soil Bearing Capacity: 2000 requirements,the framing/decking Fax: 8 inc Pounds/LF(uniform) 00 PSF connections at the top of the Superior E-Mail: Crushed Stone Footing Depth: 8 inches Assumed Wall Loading: Walls panels and floor slab at the -Crushed Stone Size: 1/2 inch bottom of the Superior Walls panels smaller MUST be completed prior to backfilling. Backfill Material: Backfill with h clean crushed stone or any of the following soil types:GW,GP,GM,GC,SW,SP,SM,ML SC,CL,or up to 60 pcf. __ _ Beam Pocket(s): 15000 Pound Maximum CUSTOMER RELEASE (see plan for locations,sizes,and loads) Column Pad(s): 15000 Pound Maximum As the authorized representative of the customedbuilder (see plan for locations,sizes,and loads) I have reviewed this document and the drawings contained In I understand that it was created from superior Walls" GENERAL NOTES information and dimensions provided by the customer/ builder and that Superior Walls will rely on that 1. Jobsite shall be prepared by the builder in accordance with the Superior Walls of America Builder information in the manufacture of this project. Guideline Booklet(MAN 42-9000). Weaver Precast,Inc. 2. Auxiliary drain pipe must be four 4 inch diameter perforated and directed to a sum y I acknowledge that I have compared this document to the ( ) p p pit or daylight. sales order/contract and that this document supersedes Ephrata, East Main Street 3. Builder shall establish the required elevation benchmark. Ephrata,PA 17522 4. Builder shall ensure site access for trucks and crane. the sales order/contract with respect the objects and Phone:717-733-4823 dimensions contained herein.I approve the project Fax: 717-733-0386 INSTALLATION NOTES depicted in this document for production,and accept full E-Mail: responsibility for any and all measurements,dimensions DRAWING DATA: 1. Installation shall be supervised b a Superior Walls certified installer. and information provided by the customeribuilder.I hereby p y p release and discharge Superior Walls from any and all Sold by: Aston M Certification Is obtained through Superior Walls of America,Ltd. past,present or future claims and damages arising from Drawn by: ph 2. Installation shall comply with Superior Walls of America's Installation Manual(MAN 42-9008). or relating to the attached drawing and deviations in the Date Created:6/30/2021 drawing from information customer/builder provided. Last Revision:6/3012021 Revision#: 1 Signature of Customer/Builder Date File Name: 21-1039_reconicbay_arch PROJECT NO. 21-1039 Page 1 of 6 PROJECT: Peconic Bay y E 7217 Peconic Bay Blvd Laurel,NY,11948 [Project No.21-1039] BUILDER: Pratt Brothers Inc. 45 South 4th Street Bay Shore,NY 11706 Contact:Andy DeLannoy Phone:516-695-4001 Fax: Drawing Summary Block Mobile: _____________________ E-Mail:andres.delannoy@gmaii.com 24/24 XI Walls/Panels 4 Beam Pockets 4 2x2 Column Pads -- Supplied by Superior Walls -- Installed by Superior Walls MUNICIPALITY: 2 2x2 Column Pads -- Supplied by Superior Walls -- Installed by others Suffolk County Contact: 24/24 XI Walls/Panels Type: 4' Linear Feet: 387'-5_3/4' Phone: Fax: Drawing Notes E-Mail: _________ __ (2) 2x2 Column Pads Installed by Others - Object Details in inches - ---------------------------- Door Max.Hdr. ID # ❑bj Desc Width Height Header (B.O.W) Capacity A 1 DR 36 36 8 4 3750 lbs. B 4 BP LVL 8 12_1/4 0 Cl6 PAD 2 4 2 4 4_1/2 1 Superior wails® 1 - Stone Depth: 0'-5', Excavation Width: 2'-6' Weaver Precast,Inc. 824 East Main Street Ephrata,PA 17522 Phone:717-7334823 Fax: 717-733-0386 E-Mail: DRAWING DATA: Sold by: Aston M Drawn by: ph Date Created:6/30/2021 Last Revision:6/30/2021 Revision#: 1 File Name: 21-1039_peconicbay_arch PROJECT NO. 21-1039 Page 2 of 5 87'10 1/2' 23'1 1/2' 48' 1619' W Lf) 0 (L A A A 6'9 5/8' W cu zu � Wnlls m 1 0 ❑ m co ❑" a N ('D r N 0 Q) (D 6'9 5/8' ll B 4'10 1/4' 9' 64 1/2' 5'7 1/2'— ��i Rev d •\• O'^'C1lF��- r 0 36'9' 6'5/8'B tl DRAWING DATA: Sold by: Aston M Drawn by: ph r tl B a's 3/e Date Created:6/30/2021 N Last Revision:6/30/2021 it Revision M 1 File Name: 21-1039_peconicbay_arch 'v PROJECT NO. 21-1039 Page 3 of 5 6'4 1/2'--{---10'3' + 12'1 1/2' I 36'9' � 14'6' +--7'10 1/2' r 47� DRAWING DATA: Sold by: Aston M Drawn by: ph Date Created:6/30/2021 Last Revision:6/30/2021 Revision ion#: 1 File Name: 21-1039—Peconicbay_aroh PROJECT NO. 21-1039 Page 4 of 5 Polyurethane Joint Sealant 13/4"Concaete Face She iy 13/4"Concrete Face Shell I - d 2 Irz"XPS Tnsulation 104 �• Floor System Pollwethaae Joint Seal-t 104 (By Others,Connection To Well Most lonply With Builder --- 21rz^xPS Insulationf3videlineB)oklet Specifications) 104^ F y Oere 2•gill Plate Bon (B ` Blocking Galva ized Steel BeinCmoed �— Angle Bracket steel Stud Facing Bond Bean 1"EPS Stud Insulation sin Plate I"EPS Bond Beam _ EPS Chase For Wumg Vertical#4 Bebar (BY Others) Insulation And Plumbing (Inside Each Stud) #3 Bond Beam Re V EPS Stud Tnsuation 13/4"Concrete Face Shen Vertical#4 Rebar Xi 90deg Inside Corner (Inside Each Stud) Scale: 3/4"=1'-0" �g AeaPlura'°gmg vaniMBd Steel St dF Xi 90deg Outside Corner Bole For Witng Scale: And Plumbing Concrete Stud (Wrapped In V US Insulation) Vertical Potyurethmme Join.Sealant (ode Each Sys 13/4"Concrete Face Shell _ 22 Oaoge Oatvanized 2 M"XPS Insulation Steel Stud Facing a.asner� o W 21rz"XPS inm.tmim. Slab Connector ^'s0�ie° (As Rcquh4 ra�M®ems �amm.��� 104" Steel Reinforced Concrete Floor Faamormm It Footing Beam ode—R Md F. (By Others,Sea Current romm) �lf� FiltaMembrane EditionOf'he BuilderVertical#4 Rebar T (By Others) Guideline Booklet For I"EPS Stud Insulation (Inside Each Stud) FurlherDe6sils) EPSChaseFor Wiri nd ng A Phrmbing Steel tnd Facing Xi Panel Divide Scale: 3/4"=1'-0" 4^DrainPipo 4' Xi Cross Section DRAWING DATA: To Same Or Daylight Scale: 3/4"=1'-0" r— _ — _ _ _ Sold by: Aston M Clean GYushed stone Footing = — Drawn by. ph (Depth Varies Per Application) Date Created:6/30/2021 Last Revision:6/3012021 — —m~ m Revision M 1 File Name: 21-1039_Jeconicbay_ar6h ro�m"F>a Crushed Stone Frost Trench PROJECT NO. Scale: 1/2"=1'-0" 21-1039 Page 5 of 5 t- i List of foundation photos: Page 2—West building with foundation,vapor barrier, and wire mesh installed Page 3—West building with slab poured Page 4—Center building with foundation,vapor barrier, and wire mesh installed Page 5—Center building with slab poured Page 6—East building with foundation, vapor barrier, and wire mesh installed Page 7—East building with slab poured . Oil gyp, . . K• - ..�--�; -_" �_ „�•c�{-4�,t�irl`4'+.�. `���. -.. a .� 1 ~ — ,.. -. ..i%'�SFi.-: r r • =.r•L r �, , ..i•IC • _.. AS Ax, a c .. x. GYM; - • yr ��t i 'y �`> .�s�. .�� l� ., :; _;� _YL-"'�t . .'�tt._L�. }�.w�► �� -I, rQ. i �t�_`\.:�'�.... .•, t�j,�? '� �t 1 I �� -' J � ) �. t. �r.*,4.'4r 'R . _� r _ :- L f i s ./ L' - , iMI ` e +! .- t � �� •`� ;�!g�.,�•. , _ ' e,la� .�•.�•_ n � Mom. s= ;; �'. t�L " •" ,•►t ''71rr._ �• -,�, .f,S .ti��� ` J • rb,� NNW 4 MOE _ t � t _ M/�I.r���' - .�►�. NOW 'ems®�r�s���r �.� i I/ � �''�.. j s ��r CALL US:631.398.6906 EMAIL US:michael@greenguru.org WEB US:www.greenquru.orq Greenlawn,NY,11740 Green Guru, LLC, IIERS Raters Blower Door Results 7217 Peconic Bay Blvd. Version 2020 07.01 Date: 02/23/2024 Clients: Andrew Delany CC: Property Address: 7217 Peconic Bay Blvd, Laurel, NY, Square Footage: 2,529sf Cubic Volume Served: 40,470.00 2018-IECC R403.3.4 allowed total leakage: 3 ACH50 2018-IECC R403.3.4 Prescriptive cfm: <2,979. cfm 2018-IECC R403.3.4 Total measured cfm: 977. cf (1.45ACH+/-) 6 k- Test PASS or FAIL PAS d- Certified RESNET Rater Name: Michael Catalano Certified RESNET Rater Number: 0210214 Certified (BPI or Other) Number: BPI 5060842 x Sign: 7L616� 8 02.23.24 Client by: Sign: 02.23.24 Name:_Michael Catalano Name: LIABILITY DISCLAIMER ADDITION. Builder/Contractor agrees that Green Guru,LLC is providing evaluation information only,which is based on the conditions observed at the time of the inspection,rating,and or field test While every effort will be made to provide thorough,complete,and accurate information,Green Guru,LLC makes no warranty or guarantee toward results verified. Builder/Owner agrees that project certification cannot be guaranteed and is dependent on the construction and testing results of each individual project.Attainment of project certification or test results have no bearing on payment for services performed under this Job Order and Contract.Builder/Contractor/Owner agrees that Green Guru,LLC bears no liability for improvements or upgrades being recommended to customers. Builder/Contractor/Owner agrees that Green Guru,LLC has no connection to the installation of any such improvements or upgrades and bears no liability for the workmanship of any work contracted through Client or any company outside of Client. CONFIDENTIAL INFORMATION--1993.2024 Version 20190101 PAGE1 of 1 s II Manual S Compliance Report Job: GGA82 Date: Nov 23,2020 AH3 Living Room By: I R Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laura[, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 82.0°F Sensible gain: 15333 Btuh Entering coil DB: 78.7°F Outdoor design WB:71.6°F Latent gain: 2882 Btuh Entering coil WB: 64.5'F Indoor design DB: 75.0°F Total gain: 18214 Btuh Indoor RH: 50% Estimated airflow: 525 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Amana Model: ANX130181 B+AVPTC33C14A Actual airflow: 525 cfm Sensible capacity: 14704 Btuh 96% of load Latent capacity: 4140 Btuh 144% of load Total capacity: 1884.4 Btuh 103%of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 14580 Btuh Entering coil DB: 0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Manufacturer: Model: Actual airflow: 525 cfm Output capacity: 0 Btuh 0%of load Meets all requirements of ACCA Manual S. wrightsoft' 2020-Nov-24 10:13:20 Right-Suite@ Universal 2019 19.0.13 RSU26941 Page 4 ACCA ....7217 Peconic Bay 8lvd17217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE T Load Short Form,, Job: GGA82 Date: Nov 23,2020 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Design Information Htg Clg Infiltration Outside db (°F) 18 82 Method Blower door Inside db (°F) 68 75 Shielding /stories 1 (no shielding)/ 1 Design TD (°F) 50 7 Pressure/AVF 4 Pa/0 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference (gr/lb) 24 35 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make n/a Trade NAVIEN Trade n/a Model NCB-240E Cond n/a AHRI ref 8580772 Coil n/a AHRI ref n/a Efficiency 95 AFUE Efficiency n/a Heating input 120000 Btuh Sensible cooling 0 Btuh Heating output 112000 Btuh Latent cooling 0 Btuh Temperature rise 0 °F 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 Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1 MasterSuite 784 14028 10907 613 613 AH2 BedroomSuite 1214 16474 9433 517 517 AH3 Living Room 870 11932 13252 525 525 Entire House 2868 42434 33296 1655 1655 Other equip loads 3524 497 Equip. @ 0.87 RSM 29400 Latent cooling 4255 TOTALS 2868 45958 33655 1 1655 1 1655 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ` wr lghtsoft- 2020-Nov-24 10:13:20 Right-Suite@ Universal 2019 19.0.13 RSU26941 Page 1 ACCK ....7217 Peconic Bay Blvd17217PeconicBayBlvd..rup Cale=W8 Front Door faces:SE Load Short Form Job: GGA82 Date: Nov 23,2020 AH1MasterSuite By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Design Information Htg Clg Infiltration Outside db (°F) 18 82 Method Blower door Inside db (°F) 68 75 Shielding /stories 1 (no shielding)/ 1 Design TD (°F) 50 7 Pressure/AVF 50 Pa/488 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference (gr/lb) 24 35 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make Amana Trade n/a Trade AMANA Model n/a Cond ANX130181 B AHRI ref n/a Coil CAPFA1818N6A AHRI ref 201953253 Efficiency n/a Efficiency 12.2 EER, 14 SEER Heating input 0 Btuh Sensible cooling 12880 Btuh Heating output 0 Btuh Latent cooling 5520 Btuh Temperature rise 0 °F Total cooling 18400 Btuh Actual air flow 613 cfm Actual air flow 613 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Masterbed 238 3781 2627 165 148 M.W.I.C. 56 1003 422 44 24 Master Bath 126 1916 939 84 53 Master Seating 238 2909 3331 127 187 West Hall 126 4419 3587 193 202 AH1MasterSuite 784 14028 10907 613 613 Other equip loads 875 1830 Equip. @ 0.87 RSM 11081 Latent cooling 1348 TOTALS 784 14903 12430 613 613 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t wrightsoft` 2020-Nov-2410:13:20 Right-Suite®Universal 2019 19.0.13 RSU26941 Page 2 ACCK....7217 Peconic Bay Blvd\7217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE �! Load Short Form Job: GGA82 Date: Nov 23,2020 AH2 BedroomSuite By: I Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.ofg Web:w*wgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Design Information Htg Clg Infiltration Outside db (°F) 18 82 Method Blower door Inside db (°F) 68 75 Shielding /stories 1 (no shielding)/ 1 Design TD (°F) 50 7 Pressure/AVF 4 Pa/ 129 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference (gr/lb) 24 35 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make Amana Trade n/a Trade AMANA Model n/a Cond ANX130181 B* AHRI ref n/a Coil C(A,C,D,E)24A24+ACEC800603A*A*+TDR AHRI ref 204044128 Efficiency n/a Efficiency 11.4 EER, 14 SEER Heating input 0 Btuh Sensible cooling 10850 Btuh Heating output 0 Btuh Latent cooling 4650 Btuh Temperature rise 0 °F Total cooling 15500 Btuh Actual air flow 517 cfm Actual air flow 517 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) M2 bath 77 657 454 21 25 MasterBed#2 274 7096 3447 223 189 M.132 Cl. 18 0 0 0 0 B2 Cl. 12 0 0 0 0 Bed#2 171 1307 981 41 54 Bath#2 77 656 452 21 25 GB. Cl. 12 0 0 0 0 Mudroom 80 0 0 0 0 Laundry 81 1674 1339 53 73 East Hall 205 3557 1593 112 87 Guest Bed 171 1527 1166 48 64 Utility 36 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2020-Nov-24 10:13:20 Right-Suite@ Universal 2019 19.0.13 RSU26941 Page 3 ACCA ....7217 Peconic Bay Blvd\7217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE AH2 BedroomSuite 1214 16474 9433 517 517 Other equip loads 0 1707 Equip. @ 0.87 RSM 9691 Latent cooling 1569 TOTALS 1214 16474 11260 517 517 J Calculations approved byACCAto meet all requirements of Manual J 8th Ed. t Wrightsoft` 2020-Nov-2410:13:20 Right-Suite®Universal 2019 19.0.13 RSU26941 Page 4 ACC<i i....7217 Peconic Bay Blvd17217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE Load Short Form Job: GGA82 Date: Nov 23,2020 AH3 Living Room By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Design Information Htg Clg Infiltration Outside db (°F) 18 82 Method Blower door Inside db (°F) 68 75 Shielding /stories 1 (no shielding)/ 1 Design TD (°F) 50 7 Pressure/AVF 50 Pa /450 cfm Daily range - L Inside humidity(%) 35 50 Moisture difference (gr/lb) 24 35 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make Amana Trade n/a Trade AMANA Model n/a Cond ANX130181 B AHRI ref n/a Coil AVPTC33C14A AHRI ref 10221088 Efficiency n/a Efficiency 12.0 EER, 14 SEER Heating input 0 Btu Sensible cooling 13020 Btuh Heating output 0 Btu Latent cooling 5580 Btu Temperature rise 0 OF Total cooling 18600 Btu Actual air flow 525 cfm Actual air flow 525 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Living/Kitch. 780 11932 13252 525 525 Hall 54 0 0 0 0 Powder Room 36 0 0 0 0 AH3 Living Room 870 11932 13252 525 525 Other equip loads 2649 2080 Equip. @ 0.87 RSM 13339 Latent cooling 2882 TOTALS 870 1 14580 16221 1 525 1 525 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 wrightsoft` 2020-Nov-24 10:13:20 Right Universal 2019 19.0.13 RSU26941 Page 5 14CCA ....7217 Peconic Bay Blvd\7217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE ( Manual S Compliance Report Job: GGA82 1, Date: Nov 23,2020 Entire House By: } a ! Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wAwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 cooling Equipment Design Conditions Outdoor design DB: 82.0°F Sensible gain: 33793 Btuh Entering coil DB: 0°F Outdoor design WB:71.6'F Latent gain: 4255 Btuh Entering coil WB: 0°F Indoor design DB: 75.0°F Total gain: 38048 Btuh Indoor RH: 50% Estimated airflow: 0 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Manufacturer: Model: Actual airflow: 0 cfm Sensible capacity: 0 Btuh 0% of load Latent capacity: 0 Btuh 0%of load Total capacity: 0 Btuh 0%of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 45958 Btuh Entering coil DB: 0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240E Actual airflow: 0 cfm Output capacity: 112000 Btuh 244% of load Meets all requirements ofACCA Manual S. wrrghtsoft® 2020-Nov-24 10:13:20 ^t Right-Suite®Universal 2019 19.0.13 RSU26941 Page 1 ,ZmCA....7217 Peconic Bay Blvd%7217PeconicBayBlvd..rup Calc=W8 Front Door faces:SE Manual S Compliance Report Job: GGA82 �i Date: Nov 23,2020 AH1 MasterSuite By: I Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:vmwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 82.0°F Sensible gain: 12737 Btuh Entering coil DB: 77.8°F Outdoor design WB:71.6'F Latent gain: 1348 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0'F Total gain: 14086 Btuh Indoor RH: 50% Estimated airflow: 613 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Split AC Manufacturer: Amana Model: ANX130181 B+CAPFA18181\16A Actual airflow: 613 cfm Sensible capacity: 12880 Btuh 101%of load Latent capacity: 5520 Btuh 409%of load Total capacity: 18400 Btuh 131%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 14903 Btuh Entering coil DB: 0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Manufacturer: Model: Actual airflow: 613 cfm Output capacity: 0 Btuh 0% of load Meets all requirements of ACCA Manual S. Wrightsoft* 2020-Nov-2410:13:20 Right-Suite@)Universal 2019 19.0.13 RSU26941 Page 2 �C�....7217 Peconic Bay Blvd\7217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE Manual S Compliance Report Job: GGA82 P p Date: Nov 23,2020 AH2 BedroomSuite By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 82.0°F Sensible gain: 11139 Btuh Entering coil DB: 78.1'F Outdoor design WB:71.6°F Latent gain: 1569 Btuh Entering coil WB: 63.6'F Indoor design DB: 75.0°F Total gain: 12708 Btuh Indoor RH: 50% Estimated airflow: 517 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Amana Model:ANX130181B*+C(A,C,D,E)24A24+ACEC800603A*A*+TDR Actual airflow: 517 cfm Sensible capacity: 10850 Btuh 97%of load Latent capacity: 4650 Btuh 296% of load Total capacity: 15500 Btuh 122% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 16474 Btuh Entering coil DB: 0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Manufacturer: Model: Actual airflow: 517 cfm Output capacity: 0 Btuh 0%of load Meets all requirements ofACCA Manual S. t wrighYSOR, ' 2020-Nov-2410:13:20 Right-Suite@ Universal 2019 19.0.13 RSU26941 Page 3 7217 Peconic Bay Blvd\7217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE N First Floor .—I MasterBed#2 f.7th dm M.W.I.C. 22 dm 2 n Bed#2 Masterhed• 54 dm 4 10' ffth s51 1H BatW4' 25 GB.CI. Master Seatin dm Fad Hal 10 113 I �pI Guest Bed Eh,.dm 04 dm 202 m West Hal - 105 dm Laundry utfly N71. dm Hall 73 dm 5' Mudroom _ 525 drn5 drrr I� Job M GG.M82 Green Guru, LLC Scale: 1 : 160 Performed for: Page 1 Delannoy Residence 12 Arbutus Court, Suite 2 Right-Suite®Universal 2019 7217 Peconic Bay Blvd Greenlawn, NY 11740 19.0.13 RSU26941 Laura],NY 11948 Phone: 631.398.6906 gay Blvd 7 Nov -24 n0:13:37 vd..rup www.greenguru.org michael@greenguru.org Duct System Summary Job: GGA82 {` Date: Nov 23,2020 AH1 MasterSuite By: I } a ! Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.15 in H2O 0.15 in H2O Supply/return available pressure 0.104 /0.046 in H2O 0.104 /0.046 in H2O Lowest friction rate 0.066 in/100ft 0.066 in/100ft Actual air flow 613 cfm 613 cfm Total effective length (TEL) 227 ft Supply Branch DetailTable 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 M.W.I.C. h 502 22 12 0.080 4.0 Ox0 ShMt 14.7 115.0 st6 M.W.I.C.-A h 502 22 12 0.080 4.0 Ox0 ShMt 14.9 115.0 st3 Master Bath h 1916 84 53 0.066 6.0 OX 0 ShMt 7.7 150.0 st6 Master Seating C 1666 64 94 0.073 7.0 OX 0 ShMt 3.2 140.0 st3 Master seating-A C 1666 64 94 0.089 6.0 OX 0 ShMt 12.0 105.0 Masterbed h 3781 165 148 0.097 8.0 OXO ShMt 12.2 95.0 West Hall-A C 3587 193 202 0.086 8.0 OXO ShMt 16.8 105.0 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 85 105 0.073 395 7.0 0 X 0 ShtMetl st6 Peak AVF 106 65 0.066 395 7.0 0 x 0 ShtMetl Return Branch 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 rb2 OXO 613 613 69.0 0.066 665 13.0 Ox 0 ShMt +� wrilghtsoft® 2020-Nov-24 10:13:20 ,��/t��+� ,., , Right-Suite®Universal 2019 19.0.13 RSU26941 Page 2 "I'M....7217 Peconic Bay Blvd\7217PeconiceayBlvd..rup Calc=W8 Front Door faces:SE Duct System Summary Job: GGA82 Date: Nov 23,2020 AH2 BedroomSuite By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project Information For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.15 in H2O 0.15 in H2O Supply/return available pressure 0.122 /0.028 in H2O 0.122/0.028 in H2O Lowest friction rate 0.043 in/100ft 0.043 in/100ft Actual air flow 517 cfm 517 cfm Total effective length (TEL) 346 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btu h) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath#2 C 452 21 25 0.121 4.0 Ox0 ShMt 6.0 95.0 Bed#2 C 981 41 54 0.075 5.0 Ox0 ShMt 12.0 150.0 st7 East Hall h 3557 112 87 0.050 7.0 OXO ShMt 26.0 220.0 st8 Guest Bed C 1166 48 64 0.043 6.0 OXO ShMt 17.0 265.0 st8 Laundry C 1339 53 73 0.050 6.0 OXO ShMt 25.2 220.0 st8 M2bath c 454 21 25 0.077 4.0 Ox0 ShMt 18.2 140.0 st7 MasterBed#2 h 3548 111 94 0.074 7.0 Ox0 ShMt 26.0 140.0 st7 Nlaster6ed#2-A h 3548 111 94 0.075 7.0 Ox0 ShMt 22.0 140.0 st7 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st8 Peak AVF 212 225 0.043 412 10.0 0 X 0 ShtMetl st7 Peak AVF 284 268 0.074 521 10.0 0 X 0 ShtMetl TableReturn Branch Detail Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox0 517 517 64.0 0.043 561 13.0 Ox 0 ShMt wrightsoft° 2020-Nov-24 10:13:20 ^� ,„,, .,„,,,„„ti„ „� Right-SuiteC�Universal 2019 19.0.13 RSU26941 Page 3 X +CA....7217 Peconic Bay Blvd17217PeconicBayBlvd..rup Calc=W8 Front Door faces:SE Duct System Summary Job: GGA82 Date: Nov 23,2020 AH3 Living Room By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Delannoy Residence 7217 Peconic Bay Blvd, Laural, NY 11948 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.30 in H2O 0.30 in H2O Available static pressure 0.20 in H2O 0.20 in H2O Supply/return available pressure 0.137 /0.063 in H2O 0.137/0.063 in H2O Lowest friction rate 0.083 in/100ft 0.083 in/100ft Actual air flow 525 cfm 525 cfm Total effective length (TEL) 242 ft Supply : Detail-Table Design Htg Gig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Living/Kitch. c 2650 105 105 0.085 7.0 Ox0 ShMt 31.2 130.0 st2 Living/Kitch.-A C 2650 105 105 0.083 7.0 Ox0 ShMt 26.2 140.0 st2 Living/Kitch.-B c 2650 105 105 0.092 7.0 Ox0 ShMt 19.1 130.0 st2 Living/Kitch.-C c 2650 105 105 0.089 7.0 OXO ShMt 14.4 140.0 st2 Living/Kitch.-D C 2650 105 105 0.123 6.0 OXO ShMt 6.4 105.0 Supply TrunkDetail Table Trunk Htg Gig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 420 420 0.083 636 11.0 0 x 0 ShtMetl TableReturn Branch Detail Grille Htg Gig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox0 525 525 76.2 0.083 668 12.0 Ox 0 ShMt wrightsoft` 2020-Nov-24 10:13:20 ,y+ Right-Suite®Universal 2019 19.0.13 RSU26941 Page 4 /i�ivr\....7217 Peconic Bay Blvd\7217PeconicBayBlvd..rup Calc=MJ8 Front Door faces:SE FOUNDATION ---------- FOUNDATION 1 � ROUGH FRAMING PLUMBING ® rm m INSULATION PER N.Y. STATE ENERGY CODE ® _ NI VAB Am WE A ® RIME' 4� �� • _ ADDITIONAL COMMENTSAMA I � • m E • 1 ' r./ I N. / �' �� s • 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health Yes SOUTHOLD,NY 11971 4 sets of Building Plans YeS TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 � Survey Yes Southoldtownny.gov PERMIT NO. Check Septic Form Yes N.Y.S.D.E.C. Trustees C.O.Application YeS Flood Permit Examined 20 Single&Separate Truss Identification Form YeS Storm-Water Assessment Form YeS Contact: Approved ,20 4 Mail to: Andrew de Lannoy, Disapproved a/c 5 Maple, Garden City, NY 11530 Phone: 516.695.4001 Expiration 20 gild' ector V �, ' OR BUILDING PERMIT� APPLICATION F T AUG 3 1 2020 Date August 31 ,20 20 INSTRUCTIONS TG DEPT. a irs a plxcfippMUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets olrpans;accurate pf'ot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, d regulations,and to admit authorized inspectors on premises and in building for necessary inspections. /0///44 (Signature appli t or name,if a corporation) 5 Maple Street, Garden City, N.Y. 11530 (Mailing address of applicant) State whether applicant is owner, lessee, agent,architect,engineer, general contractor, electrician,plumber or builder Applicant is the owner Name of owner of premises Andrew and Barbara de Lannoy (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. TBD - In Selection Process Plumbers License No. TBD - In Selection Process Electricians License No.TBD - In Selection Process Other Trade's License No. TBD - In Selection Process 1. Location of land on which proposed work will be done: 7217 Great Peconic Bay Boulevard, Laurel, New York 11948 House Number Street Hamlet County Tax Map No. 1000 Section 126.00 Block 10.00 Lot 1.006 Subdivision Filed Map No. Lot Z. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant Land b. Intended use and occupancy Single Family Residential Home 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) t. Estimated Cost Est. $600,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars N/A 5. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories B. Dimensions of entire new construction: Front 88' Rear 88' Depth 68' Height 21.5'� Number of Stories 1 9. Size of lot: Front 147.65' Rear 223.44' Depth 464.28' 10.Date of Purchase November 26, 2019 Name of Former Owner7217 Great Peconic Bay Blvd Corp. 11. Zone or use district in which premises are situated R-80 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO_X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises Andrew&Barbara de Lanno)kddress 5 Maple St.Garden City, NVhone No. (516) 695-4001 Name of Architect Paul Rice Architect Address 45 Main St. Brooklyn, NY 1Mne No (718) 254-9477 Name of Contractor TBD Address TBD Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�&S&V ) Andrew D.de Lannoy being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract).above named, (S)He is the 4/ O&AtY (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. worn to before me thisA ay day of ff S 2 0 0� MATTHEW W ALLEN of Notary Public-State off New York Notary Public QualifiZWIA ed in Nassau County fgnall of Applicant my commission Expires Jan 20,2023 iL I I� r. ���OSUFFQ��-CMG. APR 19 202UI1D�NG DEPARTMENT- Electrical Inspector y TOWN OF SOUTHOLD a :,G BUILUIN ' H x TOWN of sZ �laLldall Annex- 54375 Main Road - PO Box 1179 .- '►+ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov •- sea nd(cD-southoldtown ny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFO TION�ifm ation Required) / Date: ova' Company Name: Electrician's Name: CD CVP 10 6' OVk16l� -License No.:/I. Elec. email: o� Zb��_ CUB Elec. Phone No:576o z/6 / ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 14116/CC6_t__, D 7?' 4AI ,l2 Address: ` co /7 �4` G ,Cross Street: p2R� Phone No.: 5/ 1 GfDO / Bldg.Permit M (4 V3VY email: Tax Map District: 1000 Section: ( 'a. O Block: t 0 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ao� � �1� s n�l �- d y Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ®NO [--]Rough In Final Do you need a Temp Certificate?: M YES❑NO Issued On -/ /.� a-)-- Temp Information: (All information required) Service SizeM 1.Ph 3 Ph Size:o2©;O. . A. #Meters .. OId Meter# D.New Service❑Fine Reconnect❑Flood Reconnect❑Service:ReconnectZUnderground DO verhead #Underground Laterals Ell 2 0 H Frame Pole Work done on Service? Ely FIN Additional Information: PAYMENT DUE WITH APPLICATION , ^ �11 �. IL O�S�EFO��-COG A 2g2rUI16 NG DEPARTMENT- Electrical Inspector �� yam► TOWN OF SOUTHOLD H = raw�i of 4`; L11Hall Anhex - 54375 Main Road - PO Box 1179 o '* Southold, New York 11971-0959 � Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov - sea nd(ab-southoldtownny.aov "APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFO TIONtii i formation Required) / Date: ' Company Name: Electrician's Name: Ctrp10 e ovflvk License No.:/01. � Elec. email: Elec. Phone No:5� ❑I request an email copy of Certificate of Compliance Elec. Address.: X 73 JOB SITE INFORMATION (All Information Required) Name: Ableea.., Address: 7c� / 7 oG -Y/L Cross Street: C— Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: V Block: Lot: S . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): C>?oCD�� sin�� d a y Square Footage: Circle All That Apply: Is job ready for inspection?: YES ® NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size:o2®O A #Meters�_ Old Meter# New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect,®Underground[]overhead #Underground Laterals 1 2 0 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 13 lz:;3 LIn rirf Gl nLV 1/ S1IFFOC� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 e + Southold, New York 11971-0959 y Off. Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh southoldtownny.gov— seand_(c-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: Electrician's Name: License No.: V-2�5 q o Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: 72 / fee- Cross Street: Phone No.: Bldg.Permit#: I'( �� email: Tax Map District: 1000 Section: Block: Lot: BRIEFrSCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): op Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? Y DN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: -7 2 'Pe •� ✓ Switches Outlets ' I f G FI's Surface Sconces HH's W VAWP UC Lts Fans Fridge f HW I Exhaust Oven C W/D Smokes I DW I Mini Carbon Micro 1 Gerierator Combo { Cooktop Transfer AC �; �. AH I Hood Service I Amps Have Used Special: Comments ®�QS�FFp�kC®G BUILDING DEPARTMENT-Electrical Inspector y..t TOWN OF SOUTHOLD y Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX, (631) 765-9502 lamesh(@-southoldtownny.gov— seanda-southoldtownnv.@ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4-11-24 Company Name: 5th Generation Electric Inc Electrician's Name: Marcus A Fink License No.: ME- 58846 Elec. email:5thgenerationelectric@gmail.com Elec. Phone No: 631-514-4769 01 request an email copy of Certificate of Compliance Elec. Address.: 29 Wildwood Trail Riverhead, Ny 11968 JOB SITE INFORMATION (All Information Required) Name: Andrew Delannoy Address: 7217 Peconic Bay BLVD Laurel, NY Cross Street: BrayAvenue Phone No.: 516-695-4001 Bldg.Permit#: LLO ?�C& email:andrew.delannoy@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Pool Electrical (Work Done) We have pictures of the rebar bonds and patio mesh bonds. Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES ❑� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# []New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 n2 0 H Frame FPole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �S�fFOt,��, BUILDING DEPARTMENT- Electrical Inspector d% TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 u' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' iamesh(cDsoutholdtownny.gov — seand cbsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION .ELECTRICIAN INFORMATION (All Information Required) Date: 4-11-24 Company Name: 5th Generation Electric Inc Electrician's Name: Marcus A Fink License No.: ME- 58846 Elec. email:5thgenerationelectric@gmail.com Elec. Phone No: 631-514-4769 01 request an email copy of Certificate of Compliance Elec. Address.: 29 Wildwood Trail Riverhead, Ny 11968 JOB SITE INFORMATION (All Information Required) Name: Andrew Delannoy Address: 7217 Peconic Bay BLVD Laurel, NY Cross Street: BrayAvenue Phone No.: 516-695-4001 Bldg.Permit#: 8— qlq SLAO email:andrew.delannoy@gmaii.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Pool Electrical (Work Done) We have pictures of the rebar bonds and patio mesh bonds. Square Footage: Circle All That Apply: Is job ready for inspection?. YES ❑ NO ❑Rough In RI Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑NeW,,Service❑_Fire Reconnect❑Flood.,Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 F12 F1 H Frame n Pole Work done on Service? FJY N?;;., Additional Information: PAYMENT DUE WITH APPLICATION J i PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV 'HOT-TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments/ Scott A. Russell ,gar u /r STOARMWATIEFL SUPERVISOR AMIANA\G]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 d L/ 53095 Main Road-SOUTHOLD,NEW YORK 11971 yh �.. Town o,f Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ME] A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ x[j B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. :[:](]x C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet .of horizontal distance. �] x❑ D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ® x❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑x ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other? S.C.T.M. ": 1000 Date District NAME: Andrew de Lannoy 126.00 10.00 1.006 August 31,2020 iNl:.0 Section Block lot FOR BUILDING DEPAItTMENIT USE (')NIL.`f ':•', Contact Informatiorr. 516.695.4001 f // 'I'dryilwrrc Wmtwvi Reviewed By. Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 7217 Peeonic Bay Blvd., Laurel New York 11948 E] Stormwater Management Control Plan Not Required. ` ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 I APPLICANT: S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) Stormwater Management Control Plan CHECK LIST 126.00 10.00 1.006 �, � � g NAME: Andrew de Lannoy Section Block ` Lot y S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. PI—P 1 Date: b �� * The applicant must provide a Complete Explanation and/or Reason for not providing 516.695.4001 August 31, 2020 all Information that has been Required by the following Checklist! !,w uvc I rbp,,,,R,Nm•aq, I. A Site Plan drawn to scale Not Less that 60' to the inch MUST �a� If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES. NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries p3x- E10 b. Total Site Acreage. [4 4 c. Existing- Natural & Man Made Features within 500 L.F. �O� of the Site Boundary as required by§236-17(c)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. X e. Limits of Clearing & Area of Proposed Land Disturbance.. I X f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) [X g. Location of all existing& proposed structures, roads, �00 driveways,sidewalks, drainage improvements&utilities. h• Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. -X J. Location of proposed Soil Stockpile Area(s). XX k. Location of proposed Construction Entrance/Staging Area(s). X I. Location of proposed concrete washout area(s). F-X--]�� M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and Infiltrate ��� on-site the run-off from all impervious surfaces generated by a two(21 inch X rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a• Erosion & Sediment Controls. Lx=ji= b. Construction Entrance & Site Access. c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 1XJLJ�J d. Leacll)n,g Structures (e.g. infiltration basins,swales,etc.) X F01( 1--`:NG1NEEWNG DEPAWD.V1ENT USE ONLY':`":� Additional Information is Required. El Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — - Q Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 ® suFFoc, ea , Town Hall Annex �� �y Telephone(631)765-1802 54375 Main Road :Z Fax(631)765-9502 P.O.Box 1179 co Southold, NY 11971-0959 _ • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: August 31, 2020 Owner: Andrew and Barbara de Lannoy Location of Property: 7217 Peconic Bay Blvd., Laurel New York 11948 Please take notice that the (check applicable line): Yes New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Yes Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Yes Roof framing (R) Floor and rqqf framing (FR) Signature: Z�4//44 Name (person submitti thi rm): Capacity(check applicable line): Yes Owner Owner representative TrussRegMdocx Effective 1/1/2015 Bunch, Connie From: Nunemaker,Amanda Sent: Monday, November 27, 2023 1:16 PM To: , Bunch, Connie Subject: FW: 7217 Peconic Bay Blvd, Laurel NY 11948 - Certificate of Occupancy Connie, Can you please help him? Thank you. From:Andrew de Lan'noy<andrew.delannoy@gmail.com> L41 131 Sent: Monday, November 27,2023 11:45 AM J,/� To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> ,c� Subject:7217 Peconic Bay Blvd, Laurel NY 11948-Certificate of Occupancy / I z Amanda: I hope you and your family had an enjoyable Thanksgiving Weekend. I am finalizing'the punch list of items to be finished at my new home. What additional requirements do I need to fulfill to get the Certificate of Occupancy? Thanks, Andy.., Andrew D. de Lannoy , PO Box 441 Laurel, New York 11948 1 � Mobile:516.695.4001 andrew.delannoyCcDgmail.com linkedin.com/pub/andrew-de-lannoy/20/854/a39 The information contained in this message may be privileged and confidential and protected from disclosure. If the reader of this message is not the intended recipient, or an employee or agent responsible for delivering this message to the intended recipient,you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please-notify us immediately by replying to the message and deleting it from your computer. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i � 1 From: Bunch,Connie Connie.BunchCtown.southold.ny.us Subject: Building Permit 46368,7219 Gt.Peconic Bay Blvd.,Laurel Date: June 9,2023 at 10:35 AM To: andrew.delannoyCgmail.com Hello, -729 In regards to your BP 46368 for 7219 Gt. Peconic Bay Blvd. in Laurel, phase be advised your building permit expired on June 4, 2023. The fee to renew is $782.40. Also due are 2 electrical fees, $100.00 for the swimming pool electric ano $225.00 for the electric in the dwelling. Your electrician only paid $85.00 which only covers the electric service fee. Please submit one check for $782.40 for the permit ren'ewal and another check for$325.00 for the electric made payable to the To of Southold. Please mail to the Town of Southold Building Dept., P.O. Box 1179, Southold, New York. Best Regards, Connie Bunch Southold Town Building Dept. Y%e VK2 Andrew de Lannoy 5 Maple Street Garden City, New York 11530 February 2, 2022 Ms.Amanda Nunemaker Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 RE: Foundation Survey, 7217 Peconic Bay Blvd., Laurel NY Dear Amanda, Attached is a copy of the Foundation Survey as requested by John the inspector. Please let me know if there is anything else that is needed at this time. Sincerely, ndrew D. a nnoy 516 6695.400 andrew.delannoy@gmaii.com Bunch, Connie 1 From: Bunch, Connie Sent: Tuesday, November 28, 2023 8:40 AM To: 'andrew.delannoy@gmail.com' Subject: FW: 7217 Peconic Bay Blvd, Laurel NY 11948 - Certificate of Occupancy Good Morning, For your open building permit you need to schedule both building and electrical final inspections. If you look on your inspection ticket from 8/29/2022,the building inspector requested that you have your architect certify the ledger detail change and to certify wall board connections to floor/foundation system.On February 6, 2023 the building inspector requested blower door test required with manuals J &S.We will also need a final survey with the green stamp from Suffolk County Health Dept.and the plumbers solder certificate.The inspectors will let you know if there is anything additional needed when they do their final inspections.When you are ready for the final inspections(electric and building)just give us a call. 631-765-1802. Best Regards, Connie Bunch Southold Town Building Dept. From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Sent: Monday, November 27, 2023 1:16 PM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Subject: FW:7217 Peconic Bay Blvd, Laurel NY 11948-Certificate of Occupancy Connie, Can you please help him? Thank you. � J From:Andrew de Lannoy<andrew.delannov@email.com> Sent: Monday, November 27,2023 11:45 AM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Subject:7217 Peconic Bay Blvd, Laurel NY 11948-Certificate of Occupancy Amanda: I hope you and your family had an enjoyable Thanksgiving Weekend. I am finalizing the punch list of items to be finished at my new home. What additional requirements do I need to fulfill to get the Certificate of Occupancy? Thanks, Andy. 1 Andrew D. de Lannoy PO Box 441 Laurel, New York 11948 Mobile:516.695.4001 l Bunch, Connie T From: Andrew de Lannoy <andrew.delannoy@gmail.com> Sent: Sunday, March 10, 2024 3:33 PM To: Bunch, Connie; Horton, LisaMarie Subject: Re:7217 Peconic Bay Blvd, Laurel NY 11948 - File for Certificate of Occupancy Attachments: Suffolk County Department of Health R10-19-0120 FINAL APPROVAL.pdf; DeLannoy Code Compliance Letter 2021-05-06.pdf, Bldg Dept SIP Certification letter-SEALED & SIGNED15Nov2022.pdf; 7217PeconicBayBlvd.BlowerpoorReportbyGG.pdf, 7217PeconicBayBlvd.ManualsJSDRev1.pdf LisaMarie: Monday, March 11th is my final inspection for the Certificate Of Occupancy. I will have a folder with the requested printed documents and attached are the electronic versions of these documents. Please see the following files attached: ----I . Suffolk County Department of Health-green stamped approved survey v• SIP Architect Code Compliance Letter • SIP Architect Ledger Detail and Wall Connections Letter • Blower Door Test Report • Manuals J,S, & D Plumber's Solder certificate Thanks, Andy. 1 Site Plan for Construction Entrances and Land Clearing (Stormwater Management endorsed by Health Department Permit) �y SURVEY OF PROPERTY SITUATE a LAUREL of TOWN OF SOUTHOLD N 9 BD1V$IL LZ �os�o°�tivN� zP N� �y� SUFFOLK COUNTY, NEW YORK $U���,LL,�oOG p5 F\�-E � mac, O n Z� `c+•.+i a S.C. TAX No. 1000- 126- 10- 1 .6 O N 10,40 R 0 LTD 22 LEAotc o�w. > N/LINg5. ° A SCALE 1 =40 LAUREL GGPN URS� to 0 G0 SEEPTEMBER 11 , 2007 � G vP FEBRUARY 25, 2009 ADDED WATER LINE cr AUGUST 30 2016 UPDATE SURVEY Goa LINK iEO ��� OCTOBER 19, 2019 UPDATE AND ADD PROPOSED HOUSE GE°6E AREA = 86,131 sq. ft. okK O � 1.977 ac. N O Construction (3 Y �c Entrance#2 FOGON SCE 'PON Tracking Pad M As• n 0 NOTES, CONC. � p �0p P, tip D 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM y Z fn_OG FOVN SON �,r� EXISTING ELEVATIONS ARE SHOWN THUS:IQ �1^c^ CONG' ! 2. MINIMUM SEPTIC TANK CAPACITY FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. O 1 TANK; 8' DIA., 5' EFFECTIVE DEPTH A ,A" 0 \'O MINIMUM LEACHING SYSTEM FOR A 8 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. v O�;A �i q TA 2 POOLS; 8' VIA.. 8' DEEP PROPOSED SOX FUTURE EXPANSION POOL Construction O ®PROPOSED 6' VIA., 8' DEEP LEACHING POOL O tf Staging Area �y Nn �+� O.� LP -p O PROPOSED 1,300 GALLON SEPTIC TANK Concrete b'/ \ yy 9 Washout Area �' ` , C 3 OBSERVATIONS AND/OR A ATHE LOCATION OF WELLS DOBTAINED FROM 0 HERSREON ARE FROM FIELD n 3 0 4. THIS PROPERTY IS SHOWN AS LOT 2 ON MINOR SUDIVISION MAP "LAUREL ACRES" Erosion&Sediment / / N a 9 Z 9�ac'"O� APPROVED BY THE TOWN OD S011THOLD PLANNING BOARD ON FEBRUARY 7, 1977 ControBMP Perimeter � k y x0 tOo perimeter BMP Temporary `>•OQ N �, O Location of Soil �,� l�, <: 6 m y� ax o�c'O T Stockpile �`^* :: !.:•...1 SPA�:?:;:;i°::•:'' \ 'a+. Z G : ?::;:;: _ _ TEST HOLE DATA (TEST HOLE DUG BY McDO AI O GEOSCIENCF ON AUGUST 8, 2007) EL 2DD a, 0 ` BROWN SILTY SAND SM `b�C� Area to be 2.5' ...•\, t3E..::::.....:. •:.,:;::'. cleared •: <•:•;: HOLE �� <:•, i / �• A A. OE Fr`N°E -4.e. PALE BROWN FINE SAND SP Aa fOVNG M0N �OCKP / CON g'V1. WATER O�ts�.� °�F �/ / / u ° ado TIEST WELLHGHESTXNo.PECUSGGR40N85 0723 4001 S125004.1 •, �`" EL 4.5' 15.5' 9 0 A i EL. M 16.9' WATER IN PALE BROWN FINE SAND SP .2 N 17' CO3fAI!E)VTS: WATER ENCOUNTERED 16.9' BELOW SURFACE. ° W -1 r to 11 .•7 ' C O b A' R=25.00' rn �� �� 1_39.27' 1�5 p0 ° N OC°ONCE /' FO�OIA• 'O. �ifl. G �O Z �� �'// 1pppp 0••S 0 _ �p � �� L\ Zia. ate, Aj CFO �A cE CT e D \ �1 `� c� � Construction vNK FENCE 1/�1 6J o N�� t•-,�-/� Entrance Al n o `�y d O 77.E GOa,P1 -A O ��' `A00°� FCONC, �J�Ar NG R vft to %%V CONC. DRIVEWAY ` VS O/F 130 y' ,- ORGE YRAEDEL ` GCE CAROL 04 \ p t no b DRAINACE SYSTEM CALCULATIONS: \1'0. ROOF AREA: 2,870 sq. ft. r, 2,870 sq. ft. X 0.17 = 487.9 cu. ft. 487.9 cu. ft. / 42.2 = 11.6 vertical ft. of 8' Clio. leaching pool required PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS o 1� PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED � \ p�O FOR SUCH USE BY THE NEW YORK STATE LAND O� TITLE ASSOCIATION. PROPOSED SEPTIC SYSTEM DETAIL y HOUSE (NOT TO SCALE} p E pN C ��RE�E F.fL 26"g, ,TOP max. FINISHED GRADE BUPo D 1RDEROCED 2p DEEP mm: OCO ��' �� ``��^/•� PRECAST REINFORCED CONCRETE COVER FINISH LOCKING, WATERTIGM d<INSECT PROOF FINISH GRADE 4P. BURIED V DEEP mtn. 2'DEEP max. ELEV.2= CAST IRON COVER TO GRADE 4 `V TOP EL 18.5' AMIN. PROVED dPPIIPE 20'min MIN. 4•dia. M Q' o•mm. N.Y.S. Lic. No. 50467 PITCHED 1 4' 1' TOP ELEV.. t9.3' APPROVED PIPE O -�- N c PITCHED t/a'/t' e .I J ?' INV.EL 3� .c 4"dia, 3'CLEAN `% 183' INVERT ;a m INVERT CROsso COLLAR �G' J�� UNAUTHORIZED ALTERATION OR ADDITION °�' B Flow ELEV. t7.0 p PIPE • 0Dt �• Go Q TO THIS SURVEY IS A VIOLATION OF ■ BAFFLE A 2 b. SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin III c ; EDUCATION LAW, e, P COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor �I q Q THE LAND SURVEYOR'S INKED SEAL OR MM HIGHEST EXPECTED GROUND TER pF EMBOSSED SEAL SHALL NOT BE CONSIDERED EIEv. � O TO BE A VALID TRUE COPY. SEPTIC TANK (1) CERnnCATIONS INDICATED HEREON SHALL RUN 1. MINIMUM SEPTIC TANK CAPACITY FOR A S BEDROOM HOUSE 5 1,500 GALLONS. ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: StanleyJ. Isaksen, Jr. L.S. 1 TANK;B'dia., 5' UOUID DEPTH LEACHING POOLS (2) IS PREPARED, AND ON HIS BEHALF TO THE 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno LS. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4. 1. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2 POOLS.S'DEEP,8'dia. LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK Is WATERTIGHT. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) TO THE ASSIGNEES OF THE LENDING INSTI- S.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX.TOLERANCE OF*1/47 LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. -7 rf ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). PHONE (631)7Z7-2O90 FaX (631}727-1/G7 6.A 10' min.DISTANCE BEWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4.A 10'min, DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED, 6.AN 6'min. DISTANCE BETWEEN BETWEEN MALL LEACHINNDG POOLS SHALL SI�.-BPTIEC MAINTAINED. SHLL BE MANTAINM. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jarnesport, New York 11947 y SURVEY OF PROPERTY y SITUATE x LAUREL 0 MAP OF cavI,,N TOWN OF SOUTHOLD SjJBDjI{V��+,LE ° S U F F O L K COUNTY, NEW Y O R K OF jHOOF PS c^c� C� G� r`•sf f1�0 1oN"N�,401,13, z 0�F LTD 223"�� �� �NE;S�° �N�E x S.C. TAX N O. 10 0 0- 12 6- 10- 1 . 6 N�LINKS, D5 Ts.t n es- LAUREL �o�RSE SCALE 1 -40 GO�vPCPN� `� SEPTEMBER 1 1 , 2007 F05� �` •. FEBRUARY 25, 2009 ADDED WATER LINE AUGUST SURVEY OCTOBER 19, 2019 3U0PDATE, 2016ANDDATE ADD PROPOSED HOUSE OCTOBER 15, 2020 REVISED PROPOSED HOUSE CEO6E-�� Y} n n� } AREA = 86,131 sq. ft. N 10 �G\A , NKF��-1 O NO�P 2 O r._0?" 1 .977 QC. O �j�Q`J. F°UON FFN°E "� T- -' - _ CERTIFIED TO: CoN° M o"5 �c o r FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC 22.5 ��Per, G.MoN' 'd ANDREW deLANNOY BARBARA deLANNOY ,.ins aX y'•NNN k'f7 1-11 NO �+ �f^ TES• m C�1 C: 0 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM 001, f` - O EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 0, �� U7 �\•' "'`�� - 2. MINIMUM SEPTIC TANK CAPACITY FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. c,r'n \ �y 1 TANK; B' DIA., 5' EFFECTIVE DEPTH 0 9,.� MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 2 POOLS; 8' DIA., 8' DEEP Y�,0 1+11 PROPOSED 507 FUTURE EXPANSION POOL kf b0 ;� O d _ PROPOSED 8' DIA., 8' DEEP LEACHING POOL 6 � ,v�� C3 OPROPOSED 1,500 GALLON SEPTIC TANK O O 9A �x O �z. s ,9 N 0 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 7 y'z' `O OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. :.rn:;;, 1� 'Z. F, 4. THIS PROPERTY IS SHOWN AS LOT 2 ON MINOR SUBDIVISION MAP "LAUREL ACRES' oN� � APPROVED BY THE TOWN OD SOUTHOLD PLANNING BOARD ON FEBRUARY 7, 1977 Pj1' •9 `' a`''::i n a� F FL,., TEST HOLE DATA N L. 20.0 E TEST HOLE �s (TEST HOLE DUG BY Mc0NA D 0 -IEN(F ON AUGUST 8, 2007) G Ab- P� 20.0 0 V ON or- AV �fvJ� BROWN SILTY SAND SM 0 2 10, w�Y' v� ° 9 OL G r �'. ° �' •a. PALE BROWN FINE SAND SP O Lx ° °Il� HIGHEST EXPECTED GROUND WATER ,a• 0 TEST WELL No. uSGS 405856072324001 S125004.1 Q EL. 4.5' 15.5' '.° EL. Id 16.9, 9 WATER IN PALE BROWN FINE SAND SP f G� 17' ° 9�Liy COMMENTS: WATER ENCOUNTERED 16.9' BELOW SURFACE. m� p �ZoLID o� f a a.f `L� n ° R_25.00 °' v-A cz d n 2?' S n Oo c'do 0A � IQ aa CV 6 D, o o boc aa01�', ti NCO. FE 11.GRAVEL DRIVEWAY c 21'N All FENCE L� O yo 0 5 N A SP n�C1 CONC. DRIVEWAY y , �SoR�E OKKEBEL Coo `\ a n0 G , ,ye UP ao DRAINAGE SYSTEM CALCULATIONS: 2 a ROOF AREA: 2,570 sq. ft. \ X1. 2,570 sq. ft. X 0.17 = 436.9 cu. ft. r'o '� 1 0 436.9 cu. ft. / 42.2 = 10.4 vertical ft. of 8' dia. leaching pool required O PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS _ f \rn CIS d PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: i j 4-' PREPARED IN ACCORDANCE WITH THE MINIMUM n /y STANDARDS FOR TITLES.SUIt/EY3-AS-F,STABLISHED BY THE L.I.A.LS. AND,APP$OVED."AND 'ADOPTED 0 0 `� FOR SUCH USE11�tIHE- W YONK;STATE,LAND o� h �y TITLE ASSOCIATIOfs.N �4F 0 PP 4 S ° C�,l a PROPOSED SEPTIC SYSTEM DETAIL F.FHicOsz o' TOP BURIED 4 (NOT TO SCALE) ' DEEP max. ELEV FINISHED 20.5,GRADE PRECAST JREINFORCED CONCRETE COVER o �on" 0� -J� 0t 1 •�4 \ BURIED 1 DEEP min. 2 DEEP max. p . '�.,`-•� PRECAST REINFORCED CONCRETE COVER 24"dfa. LOCKING,WATERTIGHT k INSECT PROOF FINISH GRADE" t'1 \� L•4� Y `' '`Y��- BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE ELEV. CLEANOUT 20•min. 20"min. MIN. 4"dia. ° TOP EL 18.5' 3 ��( TOP ELEV. 10.1, APPROVED PIPE 20'min. o O N o PITCHED 1/8"/1' B' a. J�'� N.Y.S. Lic. No. 50467 MIN. 4'dia. -� O O C, INV. .EE73' S CLEAN S \ APPROVED PIPE 3- � .< 4"di.. SAND � 18.3' PITCHED 1/4"/1' INVERT oQ; m CROSSOVER G' ELEV. 19.1' a INVERT PIPE a COLLAR J UNAUTHORIZED ALTERATION TI ADDITION Nathan a FLOW ELEV. 1�.e °°' ' 00 Q SE THIS SURVEY IS A VIOLATION OF Tat t Corwin BAFFLE o. SECTION 7209 OF THE NEW YORK STATE III c { EDUCATION LAW. THOEIES LAND SURVEYOR'S FIS SURVEY MAP VEYOR'S LINKED SEOAL ORRING Land Surveyor BaTTDM HIGHEST EXPECTED GROUND TER OF EMBOSSED SEAL SHALL NOT BE CONSIDERED ELEV.JZ ELEV. aF, TO BE A VALID TRUE COPY. SEPTIC TANK (1) � CERTIFICATIONS INDICATED HEREON SHALL RUN 1. MINIMUM SEPTIC TANK CAPACITY FORA 5 BEDROOM HOUSE IS 1.500 GALLONS. ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. 1 TANK; 8' dia.• 5' LIQUID DEPTH LEACHING PO&S_ ,�^�, ` O PREPARED, AND ON HIS BEHALF TO THE 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE A STRENGTH OF 3,000 ' D 2B DAYS. 1. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. �'/ TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3",ATOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4'. YYY ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2 POOLS:8' DEEP, B' dia. LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout 4.ALL JOINTS SHALL H SEALED SO THAT THE TANK IS WATERTIGHT. 2. LEACHING POOLS ARE, SOLID CONSTRUCTED OFLABS.PRECAST REINFORCED CONCRETE(OR EQUAL) '�( TO THE ASSIGNEES OF THE LENDING INSTI- Y 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF d:1/47 LEACHING STRUCTURES, soup DOMES AND/OR SLABS. yy TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ON A MINIMUM J'THICK BED OF COMPACTED SAND OR PEA GRAVEL. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). PHONE (631)727-?O9O FOX (631)727-1727 6.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 5-AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 6.AN 8' in. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 1 OCT I f 2020 UFF SURVEY OF ]PROPERTY ��rg^� +>-1PIA^'-ram a?isTr"S fi.l� a1 , SITUATE LAUREL V. Of TOWN OF SOUTHOLD DIVI51pN tiZ�os s�FFoo�1 ° �� S U F F O L K COUNTY NEW Y O R K r G r tx�0 NE pS; 1NE°MBER 13. 2p0 2�•�A+FE�cNE1. C tE�N 5°p E N vNyc FENaE S.C. TAX N o. 1 0 0,0- 12 6- 10- 1 . 6 F\�Ev\pNNpvE N/oNKs 1'TD Z 19t SCALE 1 =40 �uREL LIC15 GO�F t SEPTEMBER 1 1 , 2007 JPCPN FESE O FEBRUARY 25, 2009 ADDED WATER LINE AUGUST 30, 2016 UPDATE SURVEY NUNK�NGE 61� �� OCT 19 UPDATE AND ADD PROPOSED OCTOBER 1520 0 REVISED PROPOSED USE HOUSE cam'` N GE°6E. y�� AREA = 86,131 sq. ft. FZ�o 1 .977 aC. GNP - ` CERTIFIED TO: As. c° x1p a FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC GoN r -n .� FOVp10 ogpk- ANDREW deLANNOY BARBARA deLANNOY W� < T r U �t�1 O �_fi �' `✓ �� �,1.. NOTES: j Qy `ao 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM O EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 2. MINIMUM SEPTIC TANK CAPACITY FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. 10' oyy 1 TANK; 8' DIA., 5' EFFECTIVE DEPTH �" �9 MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 2 POOLS; 8' DIA., 8' DEEP Rat G c� yG p \ N -1"AYA r,o�.-iy PROPOSED 50% FUTURE EXPANSION POOL l� �1 " �6 6O.0 IF" O� d\ T y PROPOSED 6' DIA., 8' DEEP LEACHING POOL <Za O� Na d+ O OPROPOSED 1.500 GALLON SEPTIC TANK 00� pO tL 9 LA 1� 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 4. THIS PROPERTY IS SHOWN AS LOT 2 ON MINOR SUBDIVISION MAP "LAUREL ACRES" APPROVED BY THE TOWN OD SOUTHOLD PLANNING BOARD ON FEBRUARY 7, 1977 \ .t1-, 7., C1 1Q' 9, 1:::::� O rp O \ ;:. :i:::. i P¢0.:.:;.:`?.... 'EL•.... `� TEST HOLE DATA F TEST HOLE �; (TEST HOLE DUG BY McDONALD GEOSCIENCE ON AUGUST 8, 2007) :.7 20.o EL. 20.0 0,ply: NGE O ° 8 E FE BROWN SILTY SAND SM vo\3to Mo" 5\pGKNO 2.5' to,'7' A: _ 2 d d � v7 PALE BROWN FINE SAND SP �Z ° HIGHEST EXPECTED GROUND WATER TEST WELL No. USGS 40 8 607 2324001 S125004.1 �O EL. 4.5' 15.5' !L Q EL. Z_1 16.9' C7 WATER IN PALE BROWN FINE SAND SIP 9 17' G "d COMMENTS: WATER ENCOUNTERED 16.9' BELOW SURFACE. f a N 09C:. G\ r mo a y o f� x f x Cy1 a. ° 25.00 ail A t.�n R� t`n cZ pop FENCE 2.2-4 / FOB°t�• 13 c'o N� ��4 �V, afl �613� °� S� (� 00 C 4 y N �" SUFFOLI:COUNTY GEFAR;6. ' to G S eo `'?°�`i� t 2� IEN i'OF FICALi HI SERVICES <Ft 41 71 � NCEts.s �Q PER.MIT I^0IZ AFPR'".'.",' 0 Co,4f';::L:c- or,I �'OR A FEE J GRAVEL <� £ 1N p, Y1. G 1 S �. .,�...-� {'O M.,.;.;h.,,,,..�, s• DRIVEWAY 2• N SIT.1GL_. F%'",1.E 5 0 1.,,`y 5+ � to 0 � L� WK FENCE 1 A•7 '6 r0 G r pHPtNy 2 G3ATE c• ;- .. { firPP,0VECr / F O FO"iz I'AA•..I.IL m a.Jj' � : OROOI,';J�`pO 2p �,E UN � t �+ "° . h0 _4 �EQ�BcE F°°NG� '0' o*I�\\NO wpcER CxPjrESTHREZ5'ii YEARS �'t�O,il r�-I w OF APPROVAL Nq�q o \c n�cs IVEWAY CONC. DR I- t VSE N/O/gAE$EEL s \t GECARoLKKRAEB 0� f Rovked Plan Appro'eed NOV 17 2010 0. oZ� t 'S°ryb c1 a b DRAINAGE SYSTEM CALCULATIONS: y \0 ROOF AREA: 2,570 sq. ff. �10, �\ t o, 2,570 sq. ft. X 0.17 = 436.9 cu. ft. \ 436.9 cu. ft. / 42.2 = 10.4 vertical ft. of 8' dia. leaching pool required > s < PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS -yam lTl PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: PREPARED IN ACCORDANCE WITH THE MINIMUM P M STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �+ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED r' t o o '! a FOR SUCH USE BY E--VEW"(ORK.,STATE LAND o .P p h TITLE ASSOCIATIO R R o C) 1AP ti \ _ 1 PROPOSED SEPTIC SYSTEM DETAIL k F ` £ a r, (NOT TO SCALE) %K Op � F.F HOUSE 0, TOP BURIED Cr, 4' DEEP max. FlNISHm GRADE PRECAST REINFORCED CONCRETE COVER O O \-J ELEV BURIED 1' DEEP min. 2 DEEP max. O e,\ \ IL PRECAST REINFORCED CONCRETE COVER �� FINISH GRADEQ, �\ C� / y� BURIED 1' DEEP min. 2' DEEP max. 24"dia. LOCKING,WATERTIGHT @INSECT PROOF ELEV. 2= Y CAST IRON COVER TO GRADE �- CLEANOUT 20"min. TOP EL 18.5 \ �/� 20"min. MIN. 4"dia. ° o VP � `.1 ^•-•"� TOP ELEV. 19.3' APPROVED PIPE 20"min. N,x:'�. Lic. No. 50467 INLEIPITCHED 1/8"/1' 8.. A O �' - - MIN. 4" dia. y �' o 3' CLEAN �(°!�° -•�'�� INV. EL APPROVED PIPE 3Q' -- ° 4" dia. COLLAR J 18.3' PITCHED 1/4"/1. ELe,INiQ,i U�, m INVERT CROSSOVER m.' ° G' UNAUTHORIZED ALTERATION OR ADDITION 3, FLOW ELEV 12.s• PIPE ° o G° e SEECTTO I{ON 7209IS E OFSTHEVNEWTION OF YORK STATE Nathan Taft Corwin BAFFLE ° a � EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND B I Bo6rroOM 3OR HIGHEST EXPECTED GROUND TER °FeP EMB SS D SEAL SOHALL INOTDBEECO AL S DERED Land Surveyor ELEV. 9.Q ELF TO BE A VALID TRUE COPY. °G OSEPTIC TANK (1) �" CERTIFICATIONS INDICATED HEREON SHALL RUN 1. MINIMUM SEPTIC TANK CAPACITY FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. 1 TANK; 8' dia., 5' LIQUID DEPTH LEACHING POOLS (2) IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. 2, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 psi AT 28 DAYS. TITLE COMPANY, GOVERNMENTAL AGENCY AND 3. WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4". 1. 'B dia. LENDING INSTITUTION LISTED HEREON, AND DEEP.MINIMUM;LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. z POOLS 8' DE Title Surveys - Subdivisions - Site Plans - Construction Layout 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) TO THE ASSIGNEES OF THE LENDING INSTI- 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF f1/4") LEACHING STRUCTURES, SOLID DOMES AND/DR SLABS. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). PHONE (631)727-2090 FOX (631)727-1 727 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 5.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. THE EXISTENCE OF RIGHTS OF WAY 'OFFICES LOCATED AT MAILING ADDRESS 6.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINE[. AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 y SURVEY OF PROPERTY SITUATE x LAUREL 0 ` TOWN OF SOUTHOLD pF >VI 5� o �1 �o SUFFOLK COUNTY, NEW YORK � N O SION �$ boo�Z -o� �� 5u��gE�E G�aK��N°' � �2 �� of °°� '� ° S.C. TAX No. 1000- 126- 10- 1 .6 �°`oNHN N MgEa 23 2 g LSD T7. � f�09 N uNK ~Z V N/LINKS, °� ,�`�" SCALE 1 "=40' �UOlvPQSE �' SEPTEMBER 1 1 , 2007 '�' �� FEBRUARY 25, 2009 ADDED WATER LINE g AUGUST 30 2016 UPDATE SURVEY NVNK�,ce \\ 01. Y OCTOBER 19, 2019 UPDATE AND ADD PROPOSED HOUSE �w \ 1130, OCTOBER 15, 2020 REVISED PROPOSED HOUSE • 1+10,+ E \\ �� °gam S JANUARY 26, 2022 FOUNDATION LOCATION AREA — 86,131 sq. ft.�NK� CERTIFIED TO: FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC G°N 1T.5 \\ F°LNG M°r1. ANDREW del-ANNOY 0 BARBARA deLANNOY 2 � �. \\ 9Q Na EL 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM \ $Q EXISTING ELEVATIONS ARE SHOWN THUS:,W 2. THIS PROPERTY IS SHOWN AS LOT 2 ON MINOR SUBDIVISION MAP 'LAUREL ACRES' APPROVED BY THE TOWN OD SOUTHOLD PLANNING BOARD ON FEBRUARY 7, 1977 �C �o p�xTo 01 1V/r�3 0 c. �n Q\F1t i P FO 1Q.Q o E °Vtl) Mot'. �pCYPp LONG' gW Naa 0 ox 9?C-1 vz G .d N O 16f. H oG- 101 �f 9 a=25 t4 n 5Q0 D G Noll S.D. aCb SOS . a�oo Gig 1 5 FJ GRAVEL DRIVEWAY 2� N 6l +Th p �G 0• tG '� 1k W tic N N 1 � pWE guC Wpm 5 U tilt ��pRNEWAYy � VSE N/p/�$$EL of PGE I¢tAE A o Os \ FF \\03 %d'' �a I FFR 1 7 2022 ftuILOING-DEPT \Nao Tr11MN OF SOOTHOLD Z � NO M. \ �` O 10% d 1c � PREPARED IN ACCORDANCE WITH THE MINIMUM fix+ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED c,� BY THE L.I.A.L.S.-AND'APPROVED AND ADOPTED o FOR SUCH USE BY THE NEW YORK STATE UWD o o h TITLE ASSOCIATION. y � Q � � �f e oA I F °L Q- N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS AG° Q OLATION OF SECTION 72 VEY 0R FS'MENNEW YORK STATEEDUCATION LAW. Nathan Taft Corwin !II COPIES OQP �� MAP NOT BEA THE LANDFSUiRVEYORRTIS S INKED SEAL RRING Land Surveyor OF EMBOSSED SEAL SHALL NOT BE CONSIDERED �t�, / , TO BE A VALID TRUE COPY. ,*O CERTIFICATIONS INDICATED HEREON SHALL RUN V 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 /1 LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout �/y TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 l FEB zo zoza SURVEY OF PROPERTY SITUATE LAUREL of s � TOWN OF SOUTHOLD M$1GHv" SUFFOLK COUNTY NEW YORK saBfl�c� pm��,,e„ S.C. TAX No. 1000�126-10-1.6 � ,•N dA �'�0 yt9• 223►A +'' ,s s �" ?A TZ SCALE 7"=40' 1Ap pFx 1n F� SEPTEMBER 11, N07 i ® FEBRUARY 25,2009 ADDED WATER LINE r AUGUST 30 y016 UPDATE SURVEY OLTOBER 19,2019 UPDATE AND ADD PROPOSED HOUSE OC(OBER 15.2020 REVISED PROPoSED HOUSE JANUARY 26.2022 FOUNDATION LOCATION ROPOSE sa�/+01 �CJANUARY 23?024 ADD PFINAL SURVEY GE N \ C FEBRUARY 2,2024 REVISE PER S.C.D.H.S.,NOTICE 02/02/2024 y\ sv FEBRUARY 17,2024 CORRECT ELECTRIC LINE LOCATION AREA= 86,131 sq. 11. 0s' 0 1.977 ac. y \+ pT1 CERTNIED TO, \ 'A, ANDREW deLANNOY BARBARA deUNNOY Nmrenr o 9awri As Im a ox Imwc suorrsux nv•uuaL aexr yC1 As,�n TIES,wx oD munuw ruxxwa easm ax rENnuRr 7,len s�p��'xi.4 '•�A ,•x,, qxA d SEPTIC SYSTEM TIE MEASUREMENTS, �Y.• %� Me t HOUSE us Ay 4y` � pp ,! q CORNER Q CORNER❑B NK OUTLET COVER 15.6 is 9d 6• (j® LEACHING POOL Y COVER I �•S' TB' ti'C^ LEACHING POOL 0 COVER 2 it o 1 & p7s9 g a SA c� r 0 / A•' 1 l� (TIDII6D N/LOOIAWCC,alit ra IOAWIY ��'�1 57NOVA4 rON 9YM 4^15G9ID® SUFFC'LK CC1UA}'V Ur P,,Ri rAENT OF!i(ALi N SERViEES 11 �1�LULs uu MPNOaO um aowlEo IIE,Eq BxI�THE MFI,OIIX SrAIE MND APPRUI::I OF CONSTRUCTED N'OFIfS FOP 1niE a �liii1JL77IyP ASINOLE FAMILY RESIUENCL `�SP.LgO NEIy PPS FEB .S.Raf.N0. Date: RIi�-I9-0IO.O ?r '•.._�• °�.� 2 3�)24 Thesekage nlspDsalarvl xatn supplyfnclLf sa,tM+ica,:;D`avu Dean `� � — s .n1 4=rs_ InsAal:zd pna/o*u•mRed by lhislkpartm^nlpr etncr aLrnries and p •`A ?�+ 2yy Q. Ieurd tv Ee aJislaewty FORA0.1AtIMUtA OF 5 BEE'n001.1S. ' ,�44' y �•�p•'+ p<g1,+fLf�" Z l N.Y.S.U..ft.50467 ,7;il�e sa Et CRAIGKNFPPF9,P.E.,CHIEF Q ' NRaramNOrD:w AGEA M O Nathan Taft '.Corwin III FrICE OF WASTE ANIL'NT /•, �iTON�' _ Land Surveyor o DKAYWD mRpDP. G D6GmENLLL 6 r ro nD:vO6DN rai xxDN ra 9nxET Suttemr To:s barman.Jr.lS r,DP/MD.ua,W NE WlV!ro ra Jom A A Uiye9no LS. ,111E LWpAN'CD/BdDaTIrK AWYY AN] 4 Inipeio e�arnLrnxalsram��.�- Tfh Sunrye-suhdiHWona-Sib Prone- C—trucUon Eoyout Lu xm PHONE(631)727-2090 Fax(631)727-1727 TAHNEp�EMISIENCE OF RIM OF WAY OFFICES LOCATED AT MAKING AOORESS ANY,OIgT MOWII ARETNMCGRU EED. JameFlparl,Nn York 11947 Jameapwt,N-Y.*11947 1 FEB 20 202 SURVEY OF PROPERTY `yam SITUATE x LAUREL o TOWN OF SOUTHOLD f N Dd°" O„ BSI°N15s1s; ��°%�`z� o� ��� SUFFOLK COUNTY, NEW YORK ��' p�Nc MON f 9 S.C. TAX No. 1000- 126- 10- 1 .6 N/LINFKs� LTD 17. GIN °' °'S N SCALE 1 "=40' iXv ��vPS� SEPTEMBER 1 1 , 2007 ,�p� FEBRUARY 25, 2009 ADDED WATER LINE AUGUST 30 2016 UPDATE SURVEY �� \\ �+ OCTOBER 19, 2019 UPDATE AND ADD PROPOSED HOUSE OCTOBER 15, 2020 REVISED PROPOSED HOUSE E \ �� S JANUARY 26, 2022 FOUNDATION LOCATION 1� \ o•e� MARCH 22, 2022 ADD PROPOSED GARAGE JANUARY 23, 2024 FINAL SURVEY FEBRUARY 2, 2024 REVISE PER S.C.D.H.S. NOTICE 02 02 2024 \ FEBRUARY 17, 2024 CORRECT ELECTRIC LINE LO ATI N ANC•MpN � °As �°� \\ AREA = 86,131 sq. ff. 0 \ fpVN MpN' � `?O 1.977 aC. \� CERTIFIED TO: ANDREW del-ANNOY BARBA A del-ANNOY �• 1 sue '^ O NOTES. Q c� 1. THIS PROPERTY IS SHOWN AS LOT 2 ON MINOR SUBDIVISION MAP 'LAUREL ACRES" APPROVED BY THE TOWN OD SOUTHOLD PLANNING BOARD ON FEBRUARY 7, 1977 N1n \ " O O �N F� IC, p1. ✓ �" x+� 'mom H �� •`•'• tM1 ZT �� •� On�ZO x0 '�(+� O J1�x •.>: g0� i-1 co g n J1 x o� SEPTIC SYSTEM TIE MEASUREMENTS s & y3R .wpp0 oN 21 �� ' B HOUSE HOUSE K �c ago y CORNER QA CORNER�B �pE 1 t0 O Grt� u 0 5 k Po�%�uNE ; SEPTIC TANK , Fo+ c• o� 3�° �k5� � \c ��� OUTLET COVER 15.8 18 \, o gti a o• GZ LEACHING POOL , 1% COVER 1 28.5 28 ►g°�i \2. " 3 `\ �' 3, LEACHING POOL COVER 2 28.8' 17' ��`�$ � \ CpN 5•W op y 1 \ `N 160. Fp � # ' O 9 C1 OD /5 p0o foo top 15 �1 3 CO O GRAVED \ i /i .0. DRNEWAY c i 2�N cN� 65+ u� O `�, � ` ' ' %� N INK�� 1��• `� OG Z �•xr � O� �i NN O (l 4� dry R, pGP1 CONC.D jyEWAYy \` USES 10EEL EO GE GAg,OL Dos \ C II � - md- \ M � N f ` N t a Z V \ A� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED S t i ie L :i i I'i i �' ;i;i i',%1 t :1 I 1? a LTt t h``'J I t� 1 o. BY THE L.IALS. AND APPROVED AND ADOPTED \ o o FOR SUCH USE BY THE NEW YORK STATE LAND VA1, 0:`" C0 S rUI C!,.I) It'Y'0RKS FOR LION N � TITLE ASSOCIATIQ�) 4 y, ���r,Q"1t1t�t•� A SINGLE FA"'AILY HES!DE k. y �� � ���P(E OF /V'' Date` H.S. t; . r'�. tl_�_=t9��10-9 Z. The sekvage dist`osal and vl,atcr supply fa%Iliti.es at this k1f tine I'av been, .`�O inspected -nd./Or certified by this Department Or Cti'Pr«r`encies ann, �� r m • � �' � o i \ 7. fount.to he satisfactory FOR A IViAXIMUNI GF 5 BEDR00,%!.S, °' 2- i2 O��w •. ,<<v ���� •.. 0467 �°" d• P oi,, �^"''s2�":�• ,.�:..�;��°��.�. .�.a";�..• °J�� \G � �w_ �A kJ�' ��^ N.Y.S. Lic. No. 50467 ^4;d 2 ti •.0_- �G' J� UNAUTHORIZED ALTERATION OR ADDITION C19AIG l(NFPPFR, f'.E:., CHIEF o° Q TO THIS SURVEY IS A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin t1-�"s 4 c� ��As�tl: rvl,yr�AGitr�4EI'e;T � �+. EDUCATION LAW.I n�... ._. ^... M_� P tiV Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING Q THE LAND SURVEYOR'S INKED SEAL OR pF EMBOSSED SEAL SHALL NOT BE CONSIDERED �F, O TO BE A VAUD 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 �(y TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 ` ` Generated by REScheck-Web Software Compliance Certificate ��"��v� � � ��V���� � �����' �^^��� NL� � ��w�� NL�� Project DeLBDDoy Residence Energy Code: 2018KECC Location: Laurel, New York No 2O Construction Type: Single-family ~ �»�/ ` Project Type: �e� �m�s�����K�� . Conditioned Floor Area: 2,560 ft2 Glazing Area 19% Climate Zone: 4 (53310|DD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 72l7Pecun|c Bay Blvd. Andrew DeLonnny Paul Rice Laurel, New York II948 5 Maple Street Paul Rice Architecture Garden City, New York zzs3O 45 Main Street (516) 695'4001 Studio824 Brooklyn, New York 1120l Compliance: 8.7%Better Than Code Maximum UA; 629 Your UA: 574 Maximum SHGC: 0.40 Your SHGC: 0.27 The m Better vr Worse Than Code Index reflects how close m compliance the house u based v"code trade-off rules. /t DOES NOT provide vo estimate m energy use",cost relative ma minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Flat Ceiling: Flat Ceiling or Scissor Truss 1,604 49.0 0.0 0.026 42 Cathedral Ceilings: Cathedral Ceiling (no attic) 773 49.0 O'O 0.022 17 Ceiling:Structural Insulated Panels(SIPS) 231 41.0 0.026 O Front Elevation:Structural Insulated Panels 895 21.0 0.051 34 Nantucket Door by Simpson-101D: Glass Door(over 5U96glazing) 49 0.330 16 SHGC: O.2l OVL2V30'lll:Wood Frame § 0.320 2 5HGC: U.3l VVDM284lU'lU7o:Wood Frame 14 0290 4 SHGC: 0.28 VVDHZD4lU'lO4A:Wood Frame 14 0.290 4 5HGC: O.28 VVDH284lO'lO3B:Wood Frame 14 0.290 4 5MGC: O.28 VVDH2O4lO'lO3C:Wood Frame 14 0.290 4 SMGC: 0.28 VVDH3U5lO'1O1B:Wood Frame lQ 0.290 § SMGC: O.Z8 VVDM305lD-101C:Wood Frame 19 0.290 D SMGC: D.28 VVDH305zO'zOzs:Wood Frame zg 0.290 § SMGC:0.28 Project Title: DeLannoyResidence Report date: 09/23/20 Data filename: Page lof 3 i Gross Area Cavity Cont. Perimeter WDH30510:101F:Wood Frame 19 0.290 6 SHGC: 0.28 WDH28410-110:Wood Frame 14 0.290 4 SHGC: 0.28 WDH28410-10OA: Wood Frame 14 0.290 4 SHGC: 0.28 A281-104B:Wood Frame 6 0.320 2 SHGC: 0.31 A281-113A: Wood Frame 6 0.320 2 SHGC: 0.31 Rear Elevation:Structural Insulated Panels 895 21.0 0.051 33 FWG10080-4-101G: Glass Door(over 50%glazing) 81 0.300 24 SHGC: 0.29 WDH210410-116C:Wood Frame 15 0.290 4 SHGC:0.28 WDH28410-109:Wood Frame 14 0.290 4 SHGC:0.28 Custom Bi-Fold:Wood Frame 17 0.320 5 SHGC:0.31 Custom Bi-Fold:Wood Frame 17 0,320 5 SHGC: 0.31 WDH30510-101j:Wood Frame 19 0,290 6 SHGC:0.28 WDH30510-1011-1:Wood Frame 19 0.290 6 SHGC:0.28 WDH28410-103D:Wood Frame 14 0.290 4 SHGC: 0.28 WDH210410-105C:Wood Frame 15 0.290 4 SHGC: 0.28 WDH210410-105A:Wood Frame 15 0.290 4 SHGC: 0.28 A281:Wood Frame 6 0.320 2 SHGC: 0.31 A281:Wood Frame 6 0.320 2 SHGC: 0.31 Right Side Elevations: Structural Insulated Panels 995 21.0 0.051 42 Nantucket Door by Simpson-10OB:Glass Door(over 50%glazing) 23 0.330 8 SHGC:0.21 Nantucket Door by Simpson-104D: Glass Door(over 50%glazing) 23 0.330 8 SHGC: 0.21 WDH28410- 112:Wood Frame 14 0.290 4 SHGC: 0.28 WDH210410-1136:Wood Frame 15 0.290 4 SHGC: 0.28 A281-114:Wood Frame 6 0.320 2 SHGC:0.31 WDH210410-115:Wood Frame 15 0.290 4 SHGC: 0.28 A281-118:Wood Frame 6 0.320 2 SHGC: 0.31 WDH210410-116E:Wood Frame 15 0.290 4 SHGC: 0.28 WDH210410-104C:Wood Frame 15 0.290 4 SHGC:0.28 WDH210410-105E:Wood Frame 15 0.290 4 SHGC: 0.28 Project Title: DeLannoy.Residence Report date: 09/22/20 Data filename: Page 2 of 3 Gross Area Cavity Cont. Assembly or U-Factor UA WDH210410-105D:Wood Frame 15 0.290 4 SHGC:0.28 Left Side Elevations: Structural Insulated Panels 1,176 21.0 0.051 53 Nantucket Door by Simpson-119C:Glass Door(over 50%glazing) 23 0.330 8 SHGC: 0.21 A281-2-106A:Wood Frame 11 0.320 3 SHGC: 0.31 CW13-107A:Wood Frame 7 0.320 2 SHGC: 0.31 WDH28410-103A:Wood Frame 14 0.290 4 SHGC: 0.28 WDH30510-101A: Wood Frame 19 0.290 6 SHGC: 0.28 WDH210410-116B: Wood Frame 15 0.290 4 SHGC: 0.28 WDH210410:-116A:Wood Frame 15 0.290 4 SHGC: 0.28 WDH28410-119A:Wood Frame 14 0.290 4 SHGC: 0.28 WDH28410-119B:Wood Frame 14 0.290 4 SHGC: 0.28 Floor:All-Wood Joist/Truss 2,560 19.0 0.0 0.047 120 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with-the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the ma dato._rya quir ments listed in the REScheck Inspection Checklist. PAUL_ KLC Name-Title Sign ture Date Project Title: DeLannoy Residence Report date: 09/22/20 Data filename: Page 3 of 3 SEAL : OF NEW r I � ) FESS104 12" WIDE X 2" THICK 32'-0" NATURAL STONE 27'-0" 5'-0" O SQUARE EDGE COPING PVC BALL VALVE a SURROUNDING co o 6" TILE BAND WATER LEVEL SURROUNDING POOL DECK 1'_0 `�N @ 6" BELOW POOL DECK BY OTHERS BOTTOM OF COPING TOP OF COPING BY OTHERS r ' >° oo z UNDERWATER l BALL 6 INCH :. 00 LIGHTS `•/ VALVE TILE BAND l CARTRIDGE 400K BTU #4 REIN. : a'`• ''' M RETURN SEE WALL FILTER NATURAL GAS SECTION FOR THK. BAR (TYP.) ;, ;. ,•,,r FITTING (TYP.) AND REINF. WALL & FLOOR A-I HEATER POOL , '.;:.•. . '. .:; W/ �" THK. MULTIPORT BALL BALL 0 O 211 211 RECIRCULATION VALVE VALVE VALVE PMARBLE LASTER DUST FINISH w w 0 0 0 PUMP TO DRYWELL FOR a n a DRAINING OF POOL W �= c/) UNION UNION Z C1VGB d' SWIMMING POOL FILTER SCHEMATIC - FILTRATION / RECIRCULATION COMPLAINT W SCALE: N.T.S. SECTION A-A MAIN DRAINS M SCALE: 3/8"= 1'-0" � z � N TV^ F--� O a �C Z w Q O U a Q H TO ELECTRICAL POWER SOURCE con W WATERTIGHT RECESSED 4" THICK POURED CONCRETE POOL NOTE: PIPING IS SHOW SCHEMATIC IN d JUNCTION BOX MECHANICAL PAD BY OTHERS. SEE NATURE. THE CONTRACTOR IS RESPONSIBLE FINISH SURFACE PLAN VIEW FOR APPROXIMATE TO FIELD VERIFY THE PIPE LAYOUT IS NOT BY OTHERS LOCATION. KEEP EQUIPMENT A MIN. IN CONFLICT WITH PROPOSED EQUIPMENT OF 5' FROM PROPERTY LINE • TO POOL RECIRCULATION --� 2" SKM. PUMP W ji LIGHT HOUSING - POOL NICHE BY POOL 00 2 M.D. —�( '� 2" M.D. 2 M.D. Q CONTRACTOR :5 MECH .CONDUIT BY2" RET. ►-- 2" RET. 2" RET. 2" RET. ELECTRICIAN GROUNDING BY UNDERWATER ELECTRICIAN LIGHT FIXTURE BACK OF COPING N FROM FILTER EQUIP. _ UNDERWATER LIGHTS `7.77777*: -_--.-. ,•Ate. ! '/• 'H •.• " .... .� • '•'. .". •.,y SCALE: 3/8"= 1'-0" I' I ';e I INSIDE FACE OF 4.: MARBLE DUST WALL : PLASTER POOL WALL RETURN I U l,•. p ;•� V1 (n r ' ' I N `~ •. cV � a PROPOSED STEPS TOP RISER AT 8" I' (4) RISERS AT 8.5" . : (4) TREADS AT 12" r:a J 1/2" EXP. JOINT & SEALANT (TYP.) I DECK BY OTHERS ' I;' 0 " .'•j 12" WIDE X 2" THICK I.•:. � �� � 8 0 VGB COMPLIANT MAIN NATURAL STONE _ r 3 -6 DRAINS WITH HYDROSTATIC 1 11 SQUARE EDGE COPING n i.;. o RELIEF VALVES CENTRALLY o o Z 5 -0 1/2 GROUT BED t1 I•� DEEP LOCATED IN THE DEEP END, 1 DEEP A BELOW COPING STONE i': ' w EQUALLY SPACED APART • WATER LEVEL . SHALLOW END a "� DEEP END I ' •'I O ° ° 6" X 6" FROST PROOF TILE ' +� U 5 -O BAND W/ DEPTH MARKERS o j:• W (3)#4 BARS ` ON POOL PERIMETER i�.; 32'-0" �h W CON71IN000S ° SHOTCRETE POOL WALL W/ IN BOND BEAM i•.' .•`� U O OF POOL WITH DUST THK. WHITE MARBLE i.•` FACE OF POOL WALL i Z W �� U W +� DUST FINISH ;� i.«' :..�I Q 00 a a Q TIES c� 12 O.C. d I• BACK OF COPING 6" TYP. #5 STEEL REINFORCING BARS r': AUTOMATIC SKIMMER SEE - ° 6 MIN RAID. ® AlL FLOOR h I (� a O a BACK OF POOL WALL � U �-+ O O O REBAR SCHEDULE TO WALL INTERSECTIONS + I .' (TYP. FOR 2) W/ VGB :..I Z L7 C7 C7 HEIGHT (H) MEASURED W WALL HT. H < 5 -0 H > 5 -0 i EQUALIZER FITTINGS UNDERWATER LIGHT , I O O a POOL FLOOR TO FROM TOP OF I WATER ° „ 11 NISHED (TYP. FOR 4} ,`•.i a HORIZ. 12 o.c. 8 o.c. I I • SURFACE . . . It ° • • VERT. 12" o.c. 6° o.c. I I Q r• NOTE: EXIST. POOL SHELL NOT FLOOR 12" O.C. EACH WAY TO POOL BACK OF 12" WIDE SHOWN FOR CLARIFY. RECIRCULATION X 2" THICK NATURAL 2" SKM. PUMP STONE SQUARE EDGE 2" SKM. REINFORCING POOL WALL AND FLOOR SECTION COPING N H Z SCALE: 3/4"= V-0" STEEL SCHEDULE 2 SKM. 2 SKM. u w N h N NOTE: NOTE: POOL WILL HAVE THESE PLANS ARE AN POOL CONTRACTOR RESPONSIBLE AUTOMATIC COVER INSTRUMENT OF SERVICE ARE THE PROPERTY FOR DEWATERING DURING ANDOF THE ENGINEER. CONSTRUCTION OF THE POOL ALTERATION OR ADDITION SWIMMING POOL PLAN VIOLATION THESE PLANSIS SECTION VIOLATION OF SECTION SCALE: 3/8"= V-0" 7209 OF THE NEW YORK STATE EDUCATION LAW. DeLannoy Code Compliance 6 May 2021 Town of Southold Building Department Town Hall Annex 54375 Route 25 Southold, NY 11971 RE: 7217 Great Peconic Bay Blvd Laurel, NY 11948 Delannoy Residence Attention: Ms.Amanda Nunemaker, Building Permits Examiner Amanda.Nunemaker(aD-town.southold.ny.us Dear Ms. Nunemaker, This letter is written as my Certification, as SIP Architect of Record, that the Plans filed with your office as part of the Building Permit Application package, Sheets "Cover" and P1 —P6 inclusive and dated March 30, 2021, for construction of the above referenced Single Story Residence, have been engineered to fully comply, to the best of my knowledge and belief, with all applicable sections of the 2020 New York State Residential Construction Code. As Testament to the above I therefore affix my Seal and Signature below. Respectfully, U() " — Bill Chaleff, A.I.A., LEED AP *ED ARCy�r� d CHA(le l38ss ar�TE OF se*y� BOX 990 . 1514 MONTAUK HWY . WATER MILL . NY 11976 631 726-4478 . FAX 631 726-4478 www.choleffandrogers.com DeLannoy Wind Uplift Calculations 13 Jan 2021 Building Area (total) = 2523 sq. ft. Foundation Perimeter= 372 feet Roof pitch @ 10/12 =2285 sq. ft. use-21 psf for 130 mph, condition 3 throughout Roof pitch @ 0/12 = 238 sq. ft. use-43 psf for 130 mph, conditioh,"3-thr-o Total Uplift ..........2285 x-21 = -47,985 lbs. JUN - 4 2021 238 x-43 = -10,234 Total Uplift = -58,219 lbs. Uplift per foot of Perimeter of Foundation = -58,219 lbs./372 ft. _ -156.5 pif' Roof SIPs to Wall SIPs Connection SIP screws rated for 500 lb. withdrawal from No.2 Douglas Fir - Specify minimum spacing as per SIPA Assembly Requirements: Roof to Wall SIP screws @ 12" O.C. Max. SIP Wall Blocking to OSB Skin Connection No.8 x 1 5/8"screws rated @ 140 lbs. in single shear into No.2 Douglas Fir. 156 lbs. / 140 = 1.11 screws per linear foot. Specify minimum spacing as per SIPA Assembly Requirements: SIP Wall Blocking to OSB Skin No.8 x 1 5/8" @ 6" O.C. Max. both sides. � SIP Wall Blocking to Foundation Connection �5�AEv AAcyr F '/2"dia. x machine bolts rated @ 4,000 lbs. minimum clamp strength. ��e ��,� CHA(F�� �T Straight coil concrete threaded insert rated @ 2,250 lbs. Maximum Fastener O.C. Spacing =48 inches. , Uplift per foot= 156 lbs. x 4=624 lbs. 624<4,000. O.K. Pull-through resistance: 2" sq.washer area =4sq. in. less 1 sq. in. hole= 3 sq. in. sr l368� yo 624 total uplift per bolt/3 = 208 psi perpendicular to grain �rF of NVO No.2 Douglas Fir Compression Perpendicular to Grain rating = 625 psi. 208 < 625 O.K. No strapping required if assembled in accordance with SIPA details and as specified herein. BOX 990 . 1514 MONTAUK HWY . WATER MILL . NY 11976 631 726-4478 . FAX 631 726-4478 www.chaleffandrogers.com v . SIMILAR1 LC SK 02 JUN - 4 2021 10 F a 12 •• • 4 12 • �10 • �.�tt • o i 12 �••�,,,,,•_' a 4 0 6' 103A 101 A °O (ERTICAL CEDAR_ SIDING i SHAKES (V Aft DeLannoy Residence t�aEGHAj r r�o`e``�cNwce����i PORCH ROOF FRAMING TO SIP ROOF CONNECTION N � � - SK=01 8r 1386 1 of 2 7TB OF Nay 2 June 2021 `'.HALEFF AND ROGERS. ARCHITECTS 1514 hAnKlTAl1K HlAlY V1/ATFR RAII I KIV A'11_79a_aa77 i F STEEL STRAPPING CONTINUOUS 2x BLOCKING AROUND EACH RAFTER SIZED AS REQUIRED W/2 - 6d NAILS EACH SIDE RAFTERS @ 16" O.C. SIZED BY ORIGINAL DESIGN ARCHITECT: PAUL CARROLL RICE O '% NYS LIC. 019694-1 Q O i CO STEEL STRAPPING EACH PAIRS OF SIP SCREWS SIDE OF RAFTER @ 12" O.C. W/2 - No.8 x 1 5/8" SCREWS EACH SIDE \�SEA60 Aft&&/ DeLanno Residence �F00,b GHA4f,� C! y SK=02 PORCH ROOF FRAMING TO SIP ROOF CONNECTION �` 1 of 2 ''tUFNfcW{ 2 June 2021 CHALEFF AND ROGERS, ARCHITECTS 1514 MONTAUK HWY WATER MILL, NY 631-726-4477 i CODES&STANDARDS SHEET INDEX Building Code: 2020 NY State Residential Code/2018 IRC PROJECT: 3rd Party Inspection Agency: PFS Corporation,Cottage Grove WI 1 of 5-General Notes Peconic Bay Quality Assurance Manual: Superior Walls of America QA Manual 2 of 5-Drawing Summary Block-AII_Layers 7217 Peconic Bay Blvd Site Preparation Guide: Superior Walls Builder Guideline Booklet.(MAN 42-9000) 3 of 5-Plan Mew-AII_Layers Laurel,NY,11948 5 Fire Test Standards: ASTM E84, ANSI/UL 1715, UBC 26-3 4 of 5-Multi-Isometric 5 of 5-Sections [Project No.214039] WALL MATERIALS BUILDER: Concrete Compressive Strength: 5,000 PSI Pratt Brothers Inc. Water/Cement Ratio: —0.40 45 South 4th Street Reinforcing Steel: NoA and larger- 60,000 PSI Bay Shore,NY 11706 No.3 and smaller-40,000 PSI 6 t)fK' DAMPPROOFING Secondary Reinforcement: Polypropylene Fiber yN E Contact:Andy DeLannoy Embedded Wood Blocking: Pressure-Preservative-Treated Superior Walls panels are recognized EPS Foam Insulation: Flame Spread Index:20 by the ICC-ES as an alternate method Phone:516-695-4001 Smoke Developed Rating:300 of providing foundation wall Fax: XPS Foam Insulation: Flame Spread Index:5 o�8eg dampproofing.No additional dampproofing Mobile: Smoke Developed Rating:165 is required. E-Mail:andres.delannoy@gmail.com (See ICC-ES ESR-1553&ESR-1662) SITE CONDITIONS MUNICIPALITY: Seismic Design Category: B PLEASE NOTE Suffolk County Basic Wind Speed: 120 mph ContaTo comply with building code Connect: Frost Depth: Local Code Inches W 700 Pounds/LF(uniform) requirements,the framing/decking Fax: Assumed l Bearing Capacity: 2 8 inches PSF connections at the top of the Superior E-Mail: Crushed Stone Footing Depth: 8 inches Assumed Wall Loading: Walls panels and floor slab at the Crushed Stone Size: 1/2 inch bottom of the Superior Walls panels smaller MUST be completed prior to backfilling. Backfill Material: Backflll with clean crushed stone or any of the following soil types:GW,GP,GM,GC,SW,SP,SM,ML SC,CL,or up to 60 pd. Beam Pocket(s): 15000 Pound Maximum CUSTOMER RELEASE (see plan for locations,sizes,and loads) Column Pad(s): 15000 Pound Maximum As the authorized representative of the customer/builder (see plan for locations,sizes,and loads) I have reviewed this document and the drawings . m contained in It.I understand that it was created from So erior Walls GENERAL NOTES information and dimensions provided by the customer/ builder and that Superior Walls will rely on that 1. Jobsite shall be prepared by the builder in accordance with the Superior Walls of America Builder information in the manufacture of this project. Guideline Booklet(MAN 42-9000). Weaver Precast,Inc. I acknowledge that I have compared this document to the 2. Auxiliary drain pipe must be four(4)inch diameter perforated and directed to a sump pit or daylight. sales order/contract and that this document supersedes 8Ep East Main Street 3. Builder shall establish the required elevation benchmark. Ephrata, -7 3-482 4. Builder shall ensure site access for trucks and crane. the sales order/contract with respect veto.the objects and Phone:71-7 3-0386 - dimensions contained herein.I approve the project Fax: 717-733-0386 INSTALLATION NOTES depicted in this document for production,and accept full E-Mail: responsibility fo'r any and all measurements,dimensions DRAWING DATA: 1. Installation shall be supervised b a Superior Wails certified installer. and information provided by the customeribuilder.I hereby p y p release and discharge Superior Walls from any and all Sold by: Aston M Certification Is obtained through Superior Walls of America,Ltd. past,present or future claims and damages arising from Drawn by: ph 2. Installation shall comply with Superior Walls of America's Installation Manual(MAN 42-9008). or relating to the attached drawing and deviations in the Date Created:6/30/2021 drawing from information customer/builder provided. Last Revision:6/30/2021 Revision#: 1 Signature of Customer/Builder Date File Name: 21-1039_peconicbay_arch PROJECT NO. 21-1039 Page 1 of 5 1 OF PROJECT: c Bay 7217 7217 Peconic Bay Blvd Laurel,NY,11948 [Project No.21-1039] BUILDER: Pratt Brothers Inc. 45 South 4th Street Bay Shore,NY 11706 Contact:Andy DeLannoy Phone:516-695-4001 Fax: Drawing Summary Block Mobile: ME-Mail:andres.delannoy@gmail.com 24/24 XI Walls/Panels 4 Beam Pockets 4 2x2 Column Pads -- Supplied by Superior Walls -- Installed by Superior Walls MUNICIPALITY: 2 2x2 Column Pads -- Supplied by Superior Walls -- Installed by others Suffolk County Contact: 24/24 XI Walls/Panels Type: 4' Linear Feet: 387'-5_3/4' Phone' Fax: Drawing Notes E-Mail: _ (2) 2x2 Column Pads Installed by Others - Object Details in inches - ---------------------------- Door Max.Hdr. ID # Obj Desc Width Height Header (B.O.W) Capacity A 1 DR 36 36 8 4 3750 lbs. B 4 BP LVL 8 12_1/4 0 1 6 PAD 2 4 2 4 4_1/2 1 Superior Wails® 1 - Stone Depth: 0'-5', Excavation Width: 2'-6' Weaver Precast,Inc. 824 East Main Street Ephrata,PA 17522 Phone:717-7334823 Fax: 717-733-0386 E-Mail: DRAWING DATA: Sold by: Aston M Drawn by: ph Date Created:6/30/2021 Last Revislon:6/30/2021 Revision#: 1 File Name: 21-1039_peconicbay_arch PROJECT NO. 21-1039 Page 2 of 5 87'10 1/2' 23'1 1/2' 48' 16'9' oo 0 0 N Iffil I A A � 6'9 5/8H ❑' u oo -It r 4'XI o Walls m 1 0 � ❑ m W N (D r (L O 07 (D 6'9 5/8 H N e 4'101/4' Flad 9' 6'4 1/2' 57 1/2'-- aIw a1 R re�a r-s•.x�-s•.x a•a O 0 36'9' I 6'5/8'H a 0 DRAWING DATA: Sold by: Aston M 8'5 3/8' Drawn by: ph N n H Date Created:6/30/2021 Last Revision:6/30/2021 Revision M 1 File Name: 21-1039-1econicbay_arch PROJECT NO. 21-1039 Page 3 of 5 6'4 1/2' 10'3' 12'1 1/2' I 36'9' I 14'6' +—710 1/2' ��Of Nfjy DRAWING DATA: Sold by: Aston M Drawn by: ph Date Created:6/30/2021 Last Mon:6/30/2021 Revision ion#: 1 File Name: 21-1039—peconicbay_arch PROJECT NO. 21-1039 Page 4 of 5 t r t r Of yE Polyurtethene Joint Sealant 13/4"Concrete FaceN. She 1 3/4"Concrete Face Shell _ °je8o8 I 2112"J0:S Insulation Floor System Polyurethane Joint Bantam 104 (By Others,Connection To isME -- ";i 2lf2 YPS Insulation Well Must ComplyMth Builder ",... Guideline Booklet specifications) 1 '- - Finished Blocingk l04^a"Sill Plate Bolt (Bra) Steel Reinforced Angla Bracket Steel Facing Bond Beam 1"EPS Stud Insulation � (By plate Others) (Inside Bond Beam ) Chase For Wiring (Inside Each Stud) Insulation And Mounting #3 Bond Beam I"BPS Stud In"M, 13/4"Concrete Face Shell VerticelORebar Xi 90deg Inside Corner EesCheaeForWniog (m�ae�chsmd) Scale: 3/4"=1'-0" AndPhmhing saalsGalyanized trid Xi 90deg Outside Corner Hole For Wiring Scale: And Plumhing Concrete Stud Stud (Wrapped In V EPS Insulation) Vertical Potymethane Joint Sealant do Hark Surd) 13/4"Concrete Fete Shell 22 Gauge Galvanized 212"XP3lnsulaSteetion l 2 1r XPS Insulation glahtor As = - Steel Reinforced Concrete Floor rim 4 Footing Beam � ameum^htodw rQ (BY Others,See Current Edition Of The Builder hh»7 Vertical#4 Rehar (By FilterMemhrane Guideline Booklet For \ \ (Inside Each Stud) Others) And EPS Stud Insulation FYniLer Details) _ II'r:l'.:-' EPS ChFarPl 6ummgg Galvanized yl I I II—II I II��I�II II � l i I Steel Stud Stud Facing Xi Panel Divide Scale: 3/4"=1'-0" 4"Dram Pipe 4' Xi Cross Section I DRAWING DATA: To sump or Daylight Scale: 3/4"=1'-0" 1 _ _ _ _ Sold by: Aston M Clean Crushed Stone Footing �� Drawn by: ph (Depth Varies Per Application) Date Created:6/30/2021 Last Revision:6/30/2021 Revision M 1 File Name: 21-1039_1eoonicbay_arch Crushed Stone Frost Trench �dhAeA" PROJECT NO. Scale: 1/2"=1'-0'. 21-1039 Page 5 of 5 DELANNOY RESIDENCE 7217 Peconic Bay Blvd ARCHITECTURAL ABBREVIATIONS LEGEND LAUREL, NY 11948'" L&IMEMBOY RE`m*`NDE1VCE ABBR IDESCRIPTION IABBR IDESCRIPTION ABBR IDESCRIPTION AC AIR CONDITIONING F.O. FACE OF R RISER 7 217 P ECO N I C BAY B LV D TRUSS PL/14ARDIIG I1EQUIRED ACT ACOUSTIC CEILING TILE FS FINISH SLAB R= RADIUS EQUALS LAUREL N Y 1 1948 ADJ ADJACENT FT FOOT;FEET RA RETURN AIR � AFF ABOVE FINISHED FLOOR GA GAUGE RAD RADIUS;RADIATOR APPROX APPROXIMATELY GALV GALVANIZED RB RUBBER BASE ARCHITECTURAL SYMBOLS LEGEND ARCH ARCHITECT;ARCHITECTURAL GC GENERAL CONTRACTOR RD,FIND ROUND SHEET INDEX pn NC),T ,o ROCEED WI N FE;,;:.,v :.,;-i UNTIL SURVEYa PaulRiceArchitecture @ AT GO GROUND REF REFER TO;REFERENCE SYMBOL DESCRIPTION OFF( LOCATION' 45 MAIN STREET & AND GFI GROUND FAULT INTERRUPTER REFRIG REFRIGERATOR NO TITLE ; STUDIO 1210 BROOKLYN NY 11201 Roots HAS BEEN APPROVED. ,. TEL 718 254 9477 BB BASEBOARD GL GLASS REG REGISTER NAME T-001.00 PROJECT 8 SITE INFORMATION BD BOARD GWB GYPSUM WALL BOARD REINF REINFORCE ROOM TAG:NAIVE,NUMBER,Er AREA T-002.00 PROJECT NOTES,WIN SCHEDULE FAX 718 254 9722 BTW BETWEEN HD HAND;HEAD REQ'D REQUIRED SF T003.00 ADA DIAGRAM D AS NOT /D CONSULTANTS BLK BLOCK HDWR HARDWARE RES RESILIENT EX'G CONSTRUCTION A-200.00 CONSTRUCTION PLAN D �`� OVL: A B.O. BOTTOM OF HM HOLLOW METAL RET RETURN A-201.00 FOUNDATION PLAN ".TE: B P # `� El BR BRIGHT HOA HEIGHT OVERALL REV REVEAL EX'G CONSTRUCTION TO BE REMOVED A-202.00 ROOF PLAN / BOT BOTTOM HORIZ HORIZONTAL RM ROOM NEW CONSTRUCTION A-300.00 ELEVATIONS r _ ITY; A-301.00 ELEVATIONS ' " Y BUILDING DEPART 1ENT AT RETAIN STORM WATER RUNOFF BEY BEYOND HT HEIGHT RO ROUGH OPENING NEW CONCRETE CONSTRUCTION A400.00 FOUNDATION&CONNECTION DETAILS - 8'2 8 AM TO 4 PM FOR THE PURSUANT TO CHAPTER 236 CAB CABINET HVAC HEATING,VENTILATION Er SCHED SCHEDULE ----------- OVERHEAD J'b`b'Iit':a INSPECTIONS: OF THE TOWN CODE. CARP CARPET AIR CONDITIONING SEC SECTION CAT CATALOG INCL INCLUDED SIM SIMILAR HIDDEN BELOW -UNE"ATiON - TWO REQUIRED . R POURED CONCRETE CBB CEMENTITIOUS BACKER BOARD JT JOINT SLNT SEALANT —-— -—- CENTER LINE UGH - FRAMING & PLUMBING CEM CEMENT L LENGTH SOFF SOFFIT ''dSULATION I CFM CUBIC FEET PER MINUTE LACQ LACQUER SP STARTING POINT INAL - CONSTRUCTION MUST NOV 2 O CHR CHROME LAM LAMINATED;LAMINATIONS SPEC'D SPECIFIED BE COMPLETE FOR C.O. 2020 CL CENTERLINE LAV LAVATORY SQ SQUARE EX'G DOOR ,ALL CONSTRUCTION SHALL MEET THE CLG CEILING LIN LINEAR SS STAINLESS STEEL REQUIREMENTS OF THE CODES OF NEW . CLR CLEAR LT LIGHT ST STRAIGHT YORK STATE. NOT RESPONSIBLE FOR COL COLUMN LOA LENGTH OVERALL STL STEEL DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL COMB COMBINATION MANL MANUAL STOR STORAGE NEW DOOR INSPECTION REQUIRED CONC CONCRETE MFR MANUFACTURER STRUCT STRUCTURE;STRUCTURAL CONST CONSTRUCTION MARB MARBLE SUSP SUSPENDED 0 DETAIL REFERENCE: — CONTR CONTRACTOR MAX MAXIMUM T TREAD AO.o CID CENTER POINT MECH MECHANICAL TEL TELEPHONE DISPLAYS DWG NO a SHEET NO THE PROPERTY IS LOCATED IN OF CT CERAMIC TILE MID MIDDLE TEMP TEMPERED R-80 ZONE RESIDENTIAL LOW DENSITY 2 ACRE COMPLY WITH ALL CODES NEW YORK STATE & TOWN CODES D DEPTH;DEEP MIN MINIMUM THK THICK;THICKNESS AS REQUIRED AND CONDITIONS OF DEPT DEPARTMENT MISC MISCELLANEOUS T.O. TOP OF 7p� DIA DIAMETER MLWK MILLWORK TOA THICKNESS OVERALL 000 WINDOW TAG: SO� gT"`�"`�-- ON DOWN MO MASONRY OPENING TLT TOILET A REFERS TO WINDOW SCHEDULE GEOGRAPHIC AND CLIMATE CRITEREA: 130 MPH WIND SPEED, I ,N BOARD DMPR DAMPER MTD MOUNTED T.O. TOP OF GROUND SNOW LOAD: 20 PSF, , , tB-fi0�`i�T�USTEES DR DOOR NC NO CHARGE TOS TOP OF SLAB;TOP OF STEEL DTL DETAIL NEG NEGATIVE TR TOP OF REGISTER WALL TYPE INDICATOR SEISMIC: "B" CATEGORY A DW DISH WASHER NIC NOT IN CONTRACT TYP TYPICAL DWG DRAWING NO;# NUMBER UC UNDERCUT REVISION MARKER EA EACH NOM NOMINAL LINO UNLESS NOTED OTHERWISE A LIVE LOADS R301.5 OF NYS RES CODE ELEC ELECTRICAL;ELECTRIC NTS NOT TO SCALE VCT VINYL COMPOSITION TILE ELEV ELEVATOR OA OVERALL VB VINYL BASE _- NO. DATE REVISIONS ENCL ENCLOSURE OC ON CENTER VEN VENEER TABLE R301.2(1) ---- - I- --- -- EO EDGE OF OD OVERALUOUTSIDE DIM VERT VERTICAL --- — -- L _ - EQ EQUAL;EQUIVALENT OPP OPPOSITE VEST VESTIBULE - --- --- - — -- - ----- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA -- I ----- �— _ _ EQUIP EQUIPMENT OP'G OPENING VIF VERIFY IN FIELD SEISMIC I OCCUPANCY OR EX'G EXISTING PART PARTITION;PARTIAL W WIDTH WIND DESIGN DESIGN SUBJECT TO DAMAGE FROM ICE BARRIER USE IS UNLAVVP I' ENG ENGINEER PL PLATE W/ WITH GROUND SNOW — CATEGORY WINTER UNDERLA IER FLOOD AIR FREEZING MEAN ANNUAL WITHOUT CERTIFiCATL LOAD DESIGN TEMP FD FIELD DIMENSION PLAS PLASTER WD WOOD T REQUIREC HAZARDS INDEX TEMP FF FINISH FLOOR P LAM PLASTIC LAMINATE W/D WASHER a DRYER SPEED(MPH) TOPOGRAPHIC SPECIAL WIND WINDBORNE WEATHERING FROST LINE TERMITE _ _ OF OCCUPANCY FIN FINISH ° PLY PLYWOOD WIN WINDOW EFFECTS REGION DEBRIS ZONE DEPTH FIX FIXTURE POL POLISHED WC WATER CLOSET 20 PSF 132 mph NO NO NO NO SEVERE T-0" MODERATE 15 NO NO 510 52.2 FLR FLOOR POS POSITIVE W/O WITHOUT FLUOR FLUORESCENT PRELIM PRELIMINARY WPF WATERPROOF PTD PAINTED --� PLUMBER CERTIFICATION - ON LEAD CONTENT BEFORE r CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER Q20* SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. W r~ W w MAP OF SECTION ONE "PROPERTY OF GEORGE I TUTHILL & OTHERS" PLUMBING N/0/F FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY HOMAN REALTY, INC. ON JANUARY 15, 1929 AS FILE No. 861 ALL ATER PLUMBING WASTE DWELLING ^ &WATER LINES NEED B� n Y /� � E N T T �1 � TMTING_UI"FORE COVERING USES PUBLIC WATER H N/0/F 11 AVENUE 1!I lJ L RICHARD HOMAN = w & VICTORIA HOMAN E' N/0/F PROJECT NORTH 3. 10.08.2020 ISSUED FOR PERMIT E o o DWELLING ? & PAUL COLANEC x USES PUBLIC WATER o DWELLING 3. 09.30.2020 ISSUED FOR PERMIT 2. 08.24.2020 ISSUED FOR CLIENT REVIEW � 0 " USES PUBLIC WATER z x _ DWELLING 1. 05.22.2020 ISSUED FOR PRICING USES PUBLIC WATER ��"� NO. DATE ISSUEDTO wo ` LOT 85 zo LOT @ o z -,3n LOT , o 'zN w LOT 97 FENCE 00�d S 19*56'20" E � �zo FRAME BUILDING 2.6'E. EV W 464.28' .N LINK FENCE 0.4'N. 0.6'E. � �INA Must provide Manuals CHAIN LINK FENCE GATE \/` D, J and S a5 per GATE ° C w ZWW;, 0_ Ln^ �l Z3 ii0 . TTom^ •^ Iwi° `y0 _ z PROJECT N DELANNOY RESIDENCE N cn N z ww 7217 Peconic Bay Blvd (y`ya o a J LAUREL, NY 11948 131'2" � 41 a \W ✓� z I ' 3 o All exterior fighting o • w` �s� Blower door` Installed, replaced or o I %' +' � w N 0 D E ""'' ---- - 263_7" _ o ' 2 t o' NZ A z��°) �0 And duetworl. repaired shall conform (!� Cr G1 I P 255'7 d '� j _ y .-a tc>t C'hantrr 172 SH�ET'^h�fE, 7 rY 4 ww P SED o x♦ ... .._v z s Z of the Town Code OOL o y,Wv ,;,,{} O \ 43 ail/ w S 20'04'50" E 354.46' �� °` ol. '1;,: o o w o°dp�`�a. zZ p 231.23'- -- -------f----� J�J� w°° pti ODU QI �o _--- W w wPROJECT Et- SITE _ ga O v D o D N FENCE - � w -�� 25' WIDE RIGHT OF WAY INFORMATION 0 1 FOUND �m O \ AP of CHAIN UNK - w Q CONC. I; M ZU °> "" I �� S 29'12'50 E w �'— WAY oo N 20'04'50" W 400.16' oti �y =z w IRT ROAD w N �, I;'wi, ;;I', I w w �� �— RAVEL & 0 98.9 0�0 O 0 %` � > p5 �R SER�/IGp ASPHALT, G r 29 " W W J�oo N 12 50 + 6 TEL W000 FENCE QS(u' of�y z o e OD W BOX�O Z 2p4 DEEP) O� �7 0n 6' awm a �Q SEAL AND SIGNATURE DATE o p v3 (229 Q.2 11 3 o RE PROJECT NUMBER p �� Zd F U 2 Q pWELUNG o o /, SCE 0 ,1 OII U .o .o N N� A AHCHI ' e1`G/GQAJ�. RRO �C� DRAWN BY w o N pyILLIPK<RMANSH NCH ^G P, I REVIEWED BY GD )o 1 0 LINDA SITE PLAN "'�' PR Z 11=40'-O" 1 SHEET NUMBER pWELLING I .A N 2g 2' o F y� 0 " oU KENNETH DENSTON C^o 9s94-1 C!�`''' NEW T-001 . 00 CAD FILE PaulRiceArchitecture DELANNOY RESIDENCE 7217 Peconic Bay Blvd LAUREL, NY 11948 VENT THROUGH ROOF ; VENT THROUGH ROOF ; VENT THROUGH ROOF ; VENT THROUGH ROOF ; VENT THROUGH ROOF ; VENT THROUGH ROOF ROOF I NEW VENT STACK NEW VENT STACK NEW VENT STACK i NEW VENT STACK NEW VENT STACK NEW VENT STACK ROOF aulRiceArchitecture I I 1 I I 45 MAIN STREET I , STUDIO 1210 I , I , BROOKLYN NY 11201 TEL 718 254 9477 MASTER BATH-1 i i i ' i 1 FAX 718 254 9722 [1071 KITCHEN BAR KITCHEN I POWDER RM • ; ---i LAUNDRY iI GUEST BATH-1 MASTER BA TH--2 CONSULTANTS[102] [102] [1101 [111] [114]11/2„ [1181 --------------- 4--------------- 11/2" -------------- -------------- / ' 'N 'N NI \' NI 1^ I^ ^I ^1 "•I ^I ^I ^I ^, � I\ ,\ \I \I I N IfV (V� NI - � N I ^ NEW i NEW i ' ' ' ' ' NEW I NEW NEW I NEW , 1 I i i i NEW i I I I NEW i •- NEW i i i NEW i NEW � LAVATORY 1 LAVATORY I I 1 I 1 SINK I SINK DISHWASHER I LAVATORY I I NEW I I I I NEW I I NEW I NEW TOILET , I WASHER , I , I , , NEW I TUB Tj , TOILET I , TOILET ; ; LAVATORY LAVATORYLAVATORY I LAVATORY 1;, , I iocNEW I I I NEWI TOILETa I 4 SHOWER i i I 1 SHOWER I I I Q n NI SHOWER2 1 1/2'1STFL 2' 11/2 ` 2 sl, 11/Z -- t 1 :', I 7q - - I n 3„ 211 3" NEW 2" 3'J 2n -3'� 1ST FL GRADE — FLOOR DRAIN 7 4 4" 4" 4„ 4n 4" " 4" 4 4" 4" 4" 4" EX'G WASTE LINE TO F APPROVED SEPTIC SYSTEM CRAWL SPACE CRAWL SPACE PLUMBING RISER DIAGRAM 7 NTS NO. DATE REVISIONS 54 min j W _ PULL SIDE 480 --------------- t22 —1 ati t,7 Flo (d) Front Approach—Sliding Doom Slide Side Approach—Sliding Doors �\ :> i_#<;r::>: ::;:<;,;. ;: ;;:;;;;:?;:•:;::. and Folding Doan and Folding Doors � / NOTE:x=36 m(915 mm)minimum ifp=6f)in ••. (1t25 min).x=42 in(1065 mm)mmlmum if r=54 1..;1370 mm). X }_-.�4 m'n.. 610 Fig.26 ••.•••••.•.• Two Hinged Doors in Series EPUSH SIDE No a ri 1 1 I 48 min —4 'r 41 f 1220 Latch Side Approach—Sliding D rs and Folding Doors [ 1 I v 1 NOTE:All doors in alcoves shall comply vnth the\'�' rands for front approaches I --.. .-. \ Fig.25 NOTE.x=12 in(305 mm)d the door hus broth Maneuvering Clearances at Doors(Co tinued) a closer and a latch. 3. 10.08.2020 ISSUED FOR PERMIT 3. 09.30.2020 ISSUED FOR PERMIT ADA DIAGRAM ADA DIAGRAM 2• 08.24.2020 ISSUED FOR CLIENT REVIEW NTS NTS 5 1. 05.22.2020 ISSUED FOR PRICING NO. DATE ISSUEDTO 36 min 915 18 36 min 18 min 915 18 t 455 455 18 1 min 42 min 18 _ 455 1 455 1065 455 ADJUSTABLE t COUNTER PROJECT Z-v SEGMENT ' lay' _ Eo - rZ _ -- '� DIELANNOY RESIDENCEv� E E ! }� f-__ :s. SUGGESTED p o o 1 81 fir: FLEXIBLE SUPPLY7217 Peconic Bay Blvd LI N ~ l fir. P1 }i f clear clear clear tk 7' X. 3o min 40 LAUREL, NY 11948 floor floor floor a... tnr 760 SUGGESTED]SLIP space :;* . : . ..;: :?'�t> JOINT IN TAIL PIECE •}• x°{:O:•;r•:Ati{:,.ti::;�:ti•?:h'y�:}'4v:;}7;:;:i:v P+) apace space $max toe ~}.:�-o-, t• �?�: 1 clearance `'`'� � •�•-- knee Smin ................. ors clearance Fos min depth (a) ejore Removat of Cabinets and Base (h) Cabinets and Base Removed and Height Allernafdves 4 48 min 60 min 430 48 min 1 1220 1525 Fig.31 Fig.51 1216 Lawtory Clearances Kilchea Sink SHEET TITLE Fig.28 Clear Floor Space at Water Closets ADA DIAGRAMS 17min :. 24 min 6 max 48 min 6 max 214 min 1 36 min sty 54 min 36 min 0 1 ; t37 " clearfloor '- I x E 12 min 12 min 12 42 min © space . f x rP3 E I E 305 306 305 toes t0116t tr7 1 a w =:!•- Raper Cl) ..... ...i :w. r,. s. ;•.: ;: 19 max t`) _C t!J 485 1= 6 ce<=wtr Fig.4 Location of Grab Bar Reinforcements I M 9 i ;?, ao N w r t c+ r t SEAL AIND SIGNATURE for Adaptable Bathtubs 1'; co a 4 min >, 3O min -T M °i �•• DATE M u2o ®760 � N K? PROJECT NUMBER 12.22.201 1 Fig.32 NOTE:The areas outlined in dashed lines represent locations for future installation .::_._,•,•.,•.'•.;• : r. of grab bars for typical fixture {a) b 'r::?.ti:;.;:.;,:;:;$:c; r,.,... ::,t :• •`•.-.•:.,.:ti:•a;•.•..ti:••: fs (t yp ure configurations. { ) r.�;r.;a,:.:-z. .�=r;r�:;f• ..,t. ,... ., x ,.ff.. ... + '':.;`'�?a:r•:�%•r: ` �e'� RED .`m''v v :::v.S••„ •i'%}'ti• {::•Y•v• {>r}M1�•.•,y}vh�.;.'-.;}t r:;t•::r''t'r+•''C,?..p•.. .v :''%':Y '{'•:�X /1 Back Wall Sick Wall Clear Floor cspar:C at 1.aVatf7rlCs .•.•..'�. .... . . �E •'1/4C DRAWN BY Fig.29 {d) 8ejore Removal ojCebtnrrs and Base G' CARRO fb) Cabinets andBase Removed and Height � J� (( /'A MT P Q A�telnOtfSY'f � Q ���� �Ct� �� REVIEWED BY Grab Bars at Water Closets � PR ADA DIAGRAM ADA DIAGRAM ADA DIAGRAM ADA DIAGRAM SHEET NUMBER NTS "'�' NTS 3 NTS 2 NTS 0tsa 0 1 —003 ■ OO Op NE [CAD FILE -T 4/12 Paul RiceArchite cture DELANNOY RESIDENCE 7217 Peconic Bay Blvd LAUREL, NY 11948 GENERAL PROJECT NOTES MECHANICAL VENTILATION NOTES ENERGY NOTES: 1.ALL CONSTRUCTION IS TO CONFORM TO N.Y.STATE AND LOCAL BUILDING CODES. 1. UPON COMPLETION OF VENTILATING SYSTEM,A TEST SHALL BE CONDUCTED IN THE PRESENCE 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.Y.S.ENERGY AND UNDER THE DIRECTION OF A PROFESSIONAL LICENSED ENGINEER OR REGISTERED ARCHITECT CONSERVATION CONSTRUCTION,LATEST EDITION AT THE TIME OF PERMIT APPROVAL. 2.ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. QUALIFIED TO CONDUCT SUCH TESTS OR OTHER PERSON NOT HAVING LESS THAN FIVE(5)YEARS EXPERIENCE SUPERVISING THE INSTALLATION OF VENTILATING SYSTEMS AND QUALIFIED TO 23HE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE,BELIEF AND PROFESSIONAL 3.ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL,N.E.C.AND UNDERWRITERS REQUIREMENTS. CONDUCT SUCH TESTS.THE TESTS SHALL SHOW COMPLIANCE WITH THE CODE REQUIREMENTS FOR JUDGEMENT THAT THE PLANS AND SPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH VENTILATION AND THE PROPER FUNCTIONING OF ALL OPERATING DEVICES BEFORE THE SYSTEM IS THE N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY APPROVED PaulRiceArchitecture ARCHITECT IN THE EVENT OF ANY CONFLICTS OR DISCREPANCIES. 3.EXTERIOR DOORS-DOORS TO GARAGE U = .40 MAX. 45 MAIN STREET 2. THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT OR OTHER QUALIFIED STUDIO 1210 5.DO NOT SCALE THESE OR ANY DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED ONES. PERSON WHO CONDUCTS THE TEST SHALL FILE A CERTIFICATE AND REPORT OF TEST AS TO 4.WINDOWS,GLAZED DOORS AND ALL OTHER GLAZING U = .30 MAX. BROOKLYN NY 11201 LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT IS THE INTENTION OF THE WHETHER THE TEST SHOWS THAT THE RATE OF AIR SUPPLY AND EXHAUST COMPLIES WITH THE TEL 718 254 9477 DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS. REQUIREMENTS OF THE CODES PERTAINING TO VENTILATION 5.ALL FIREPLACES ARE TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR. 150-200 FAX 718 254 9722 63HE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE ARCHITECT SHALL NOT RESPONSIBLE FOR C.F.M.FLUE TO HAVE TIGHT SEALED DAMPER. MAXIMUM AIR LEAKAGE NOT TO EXCEED 20 C.F.M. CONSULTANTS CHANGES MADE WITHOUT NOTIFICATION. NOTE:THIS PLAN IS APPROVED ONLY FOR WORK APPROVED ON THE APPLICATION SPECIFICATION 6.ALL THERMOSTATS SHALL BE ADJUSTABLE 45'-757;FOR COMBINATION HEATING Er COOLING SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR CONSIDERED AS OTHER THERMOSTATS,THE RANGE SHALL BE 45'-857. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. CONSTRUCTION AGAINST BREAKING,COLLAPSE,DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES, TCOMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE A MINIMUM STANDARDS AND GOOD PRACTICE. COMBUSTION EFFICIENCY OF 75%AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. 8.PROVIOE SMOKE DETECTORS AS PER N.Y.S.CODE. &INSULATE ALL WATER PIPES AND DUCTS AS PER CODE. 93HE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALLMANUFACTURERS FEQUIREMENTS. 10.CONCRETE IS TO BE 3000 P.S.I.MIN.ON 2 TON/S.F.SOIL BEARING CAPACITY. VERIFY SOIL BEARING CAPACITY IN FIELD. 9.WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 1401 MAX. 1 10.ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW 1.DOUBLE FRAME AROUND ALL OPENINGS,UNDER PARALLEL PARTITIONS AND UNDER BATH PUBS. SMOKE DETECTOR NOTES TO A MAXIMUM OF 3 G.P.M.@ 60P.S.1.WATER PRESSURE. 12."TECO"CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING CONDITIONS 1. SMOKE DETECTING DEVICES SHALL CONFORM 2020 NYS Residential Code/2020 NYS 11.HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH WITH TABLE 4-6 OF THE 13.ALL FRAMING LUMBER TO BE DOUG FIR#2 FB = 1150 P.S.I.E= 1.4M.P.S.I.ALL HEADERS 6 GIRDERS TO BE DOUG FIR Energy Code ENERGY CODE;MINIMUM EER(EFFICIENCY)SHALL BE AS SPECIFIED IN TABLES 4-8,4-9,AND 4-10 OF THE ENERGY CODE. #2 U.N.O.FB= 1250 P.S.I.(EXCEPT WHERE NOTED OTHERWISE)E= 1.7M.P.S.I 2. SMOKE DETECTING DEVICES SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING. THERE SHALL BE NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVERCURRENT DEVICE PROTECTING 12.THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES TABULATED IN 14.ALL EXTERIOR DECK FRAMING LUMBER SHALL BE PRESSURE TREATED. THE BRANCH CIRCUIT. TABLE 5-1 OF THE ENERGY CODE. 15.THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF PLANS,WITH ONE PERMIT. THE ARCHITECT 3. ALL SMOKE DETECTING DEVICES SHALL BE ACCEPTED PURSUANT TO RULES AND REGULATIONS 13.ALL BUILDING MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE ADEQUATELY PROTECTED SHALL NOT BE RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT USING THESE PLANS. PROMULGATED BY THE COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS BY A BARRIER LOCATED ON THE"WINTER"WARM SIDE OF THE INSULATION. 16.PRE-FABRICATED FIREPLACES Et FLUES TO BE U.L.APPROVED. OR LISTED BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY.NO DEVICE SHALL BE DEEMED 14.INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION TO BE IN COMPLIANCE WITH THIS PROVISION UNLESS IT IS OF EITHER THE IONIZATION OR AT PLATE LINES,BAND JOISTS,AND CORNERS. 17.BRIDGING TO BE SOLID BLOCKING NOT TO EXCEED 8'-0"O.C. PHOTO-ELECTRIC TYPE. 18.PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATION WALLS. CARBON MONOXIDE DETECTOR NOTES 19.ALL FLITCH PLATES,MICRO-LAMS AND GIRDERS TO BEAR ON SOLID WOOD POSTS AND HAVE SOLID BLOCKING TO FOUNDATION WALL. 1. CARBON MONOXIDE DETECTION DEVICES SHALL CONFORM 2020 NYS Residential Code/2020 NYS Energy 20.ALL JOISTS AND RAFTERS TO BE BRIDGED @ 8-'0"O.C. Code 21.INTERIOR BEARING WALLS TO BE BLOCKED @ 4'-0"O.C. 2. CARBON MONOXIDE DETECTION DEVICES SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING. THERE SHALL BE NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVERCURRENT 22.STEEL ASTM A-36 PAINTED,BOLTS AS NOTED(A307),WELDS-E70XX,REINFORCEMENT ASTM GR.60. DEVICE PROTECTING THE BRANCH CIRCUIT. 23.THE RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION,INSPECTION OR ADMINISTRATION OF THIS 3. SUCH DEVICES SHALL BE LOCATED WITHIN 15 FEET OF ANY ROOM USED FOR SLEEPING NO. DATE REVISIONS CONSTRUCTION PROJECT. PURPOSES,AS PER CHAPTER 28 OF THE RULES AND REGULATIONS. 4. ALL CARBON MONOXIDE DETECTION DEVICES SHALL BE ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR LISTED BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY. NO DEVICE SHALL BE DEEMED TO BE IN COMPLIANCE WITH THIS PROVISION UNLESS IT IS OF EITHER THE CONSTRUCTION NOTES IONIZATION OR PHOTO-ELECTRIC TYPE. 1. ALL WALL TYPES ARE AS LISTED. -- 2. ALL DIMENSIONS GIVEN ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. !WINDOW & EXTERIOR DOOR SCHEDULE ----- 1_-ST FLOOR 3. PARTITIONS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE - - - -- -- CODE LOCATION MANUFAC ITYPE CATALOG# SIZE W x H SIZE= 42'-1 R.O. LITES BUILDING STRUCTURE UNLESS OTHERWISE NOTED. ALL EXISTING CORNER BEADS SHALL BE REMOVED AND JOINTS - -- ! -- - ES TAPED AND SPACKLED. ---- - 100A MUDROOM _ Andersen DH _ WDH28410 2'-9 5/8"x 5'-0 7/8" 0 1/8"x 5'-0 7/8" 2/2 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND SHALL NOTIFY 100E MUDROOM Sisson - SWING DR 77504 Nantucket 3'-0"x 6'-8" -2"x 6'-10 1/2" LEFT HAND_ 101A LIVING RM Andersen DH_ _ WDH30510 3'-1 5/8" x 6'-0 7/8" _.T-2 1/8"x 6'-0 7/8" 2/2 ARCHITECT OF ANY DISCREPANCIES,OMISSIONS AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. 101 B LIVING RM Andersen I DH WDH30510 3-1 5/8 x 6-0 7/8 3-2 1/8"x 6-0 7/8 2/2 101C LIVING RM Andersen DH WDH30510 3'-1 5/8"x 6'-0 7/8" 3'-2 1/8"x 6'-0 7/8" _ 2/2 5. FRAMING OF ALL OPENINGS FOR DUCT WORK,RETURN AIR OPENINGS AND GRILLE OPENINGS ABOVE AND BELOW - -- 101 D LIVING RM SUSPENDED CEILINGS SHALL BE COORDINATED WITH HVAC SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY ------ - - _-_- Simpson DBL SWING DR 77504 Nantucket (2)35"_DoorsL 70"x 96°' -- _ 101 E LIVING RM Andersen DH WDH30510 3'-1 5/8"x 6'-0 7%8" 3'-2 1/8" x 6=0 7!8" 2/2 SEALED FOR SOUND AND VIBRATION CONTROL. - - - -- -- ---- 101F LIVING RM Andersen DH _ WDH30510 3'-1 5/8"x 6'-0 7/8" 3'-2 1/8" x 6'-0 7/8" 2/2 - - --- 6. WHERE DUCTS,PIPES OR CABLES PENETRATE RATED PARTITIONS,PROVIDE FIRESTOP MAWRIAL TO INSURE 101 G LIVING RM Andersen SLIDING DR FWG10080-4 9'-9"x 7'-11 %�" 9'-9 3/a3/a"x 8'-0" - -- - R - -- - ----- - - - - - - - - 101H LIVING RM Andersen DH WDH30510 3'-1 5/8"x-6'-0 7/8" 3'-2 1/8"x 6'-0 7/8" CONTINUITY OF RATING. - ---- __- - - --_-- - - - -- _-_ _ ---_._--- _ 12/2 - 101J LIVING RM __ Andersen DH WDH30510 3'-1 5/8"x 6'-0 7/8" 3'-2 1/8"x 6'-0 7/8" 2/_2 7. REFERENCE DOOR SCHEDULE FOR DOOR TYPES AND DOOR SCHEDULE. 1-02A KITCHEN Flipoutwindow FLIP OUT - 5'-0"x 4'-10" - -- 102E --- - -- -- - 16"TRANSOM --- - - - 8. DETAILED DOOR AND HARDWARE SCHEDULES SHALL BE SUBMITTED TO THE ARCHITECT F(F1 APPROVAL. 102C KITCHEN (GABLE) - Andersen AWNING A281 2'-7 1/2" x 2'-0 1/8" 2-8 x 2'-0 5/8 2 - �� „ --- FABRICATION OF MATERIAL SHALL NOT BEGIN UNTIL SUCH APPROVALS HAVE BEEN RECEIVED FROM THE ARCHITECT. 103A WEST HALL ----Andersen DH WDH28410 2'-9 5/8 x 5'-0 7/8 2-10 1/8-x 5-0 7/8 �2/2 -- - - --- - - - 103B WEST HALL Andersen DH - WDH28410 2'-9 5/8"x 5'-0 7/8" 2'-10 1/8"x 5-0 7/8" _2/2 9. ALL DOORS IN DRYWALL PARTITION SHALL BESET 4"FROM CLEAR OPENING OF FRAME TO IMMEDIATE ADJACENT 103C- WEST HALL Andersen DH_ - WDH28410 2'-9 5/8"x 5'-0 7/8" 2'-10 1/8"x 5'-0 7/8" 2/2 WALL,UNLESS OTHERWISE NOTED. 103D WEST HALL Andersen DH WDH28410 2'-9 5/8"x 5'-0 7/8" 2'-10 1/8"x 5'-0 7/8" 2/2 104A MASTER SITTING AREA Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/8" T-0 1_/8"x 5'-0 7/8" 2/2 10. ALL DOORS SHALL BE UNDERCUT,TO CLEAR FINISH FLOOR OR THRESHOLD BY 1/4",UNLESS OTHERWISE NOTED ON 104B MASTER SITTING AREA Andersen AWNING_ A281 2'-7 1/2"x 2'-0 1/8" 2'4'x 2'-0 5/8" 2 3. 10.08.2020 ISSUED FOR PERMIT DOOR SCHEDULE. 104C MASTER SITTING AREA Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/8" 3'-0 1/8" x 5'-0-7/8" 2/2 3. 09.30.2020 ISSUED FOR PERMIT 104D MASTER SITTING AREA Simpson SWING DR 77504 Nantucket 3'-0"x 6'-8" 3'-2"x 6'-10 1/2" RIGHT HAND_ 2. 08.24.2020 ISSUED FOR CLIENT REVIEW 11. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY\KITH ALL REQUIREMENTS. 105A MASTER BDRM Andersen DH _ WDH210410 _ 2'-11 5/8"x 5'-0 7/8" 3'-0 1/8"x 5'-0-0 7/8" 2/2 1. 05.22.2020 ISSUED FOR PRICING -- --- - ,� „ DO NOT SCALE DRAWINGS:DIMENSIONS GOVERN. LARGER SCALED DRAWINGS SHALL GOVEFN OVER SMALLER SCALE 105E MASTER BDRM Andersen AWNING A281 2'-7 1/2"x 2'-0 1/8" 2-8 x 2'-0 5/8 2 ----- - ----- A---- - ----- --- ----- - - - - - - ._ NIO. DATE ISSUED TO DRAWINGS. 10 _ MASTER BDRM Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/8" 3'-0 1/8"x 5'-0.7/8" 2/2 -- -- - - 5' 105D MASTER BDRM Andersen DH WDH210410 2-11 5/8 x 5-0 7/8 3'-0 1/8 x 5-0 7/8 2/2 12. CONTRACTORS MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION. - - 105E MASTER BDRM Andersen DH WDH210410_ 2'-11 5/8"x 5'-0 7/8" 3'-0 1/8"x 5'-0 7/8" 2%2 1106A MASTER CLOSET Andersen ;AWNING A2281 5'-2 3/4"x 2'-0 1/8" 5'-3 1/4"x 2'-0 5/8" 2 13. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE 107A MASTER BATH-1 Andersen CASEMENT CW13 2-4 3/8 x 2-11 15/16 2-4 7/8 x 3_-0 1/2 2 _ CONSTRUCTION FLOORS DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES. -" - - - -1 d - e �, 107E MASTER BATH-1 Andersen DH WDH28410 2'-9 5/8"x 5'-0 7/8" 2'-10 1/8"x 5'-0 7/8" 2/2 109 HALL Andersen DH W DH28410 2'-9 5/8"x 5-0 7/8„ 2-10 1/8 x 5-0 7/8 2/2 - 14. WHERE CLEAR DIMENSIONS ARE INDICATED FOR FILE NICHES,CORRIDORS, ETC.DIMENSIONS INDICATED MUST BE `-- - i110_ POWDER RM - DH WDH28410 2'-9 5/8" x 5'-0 7/8" 2'-10 1/8"x 5'-0 7/8" 2/2 PlRaecr MAINTAINED. r111 LAUNDRY RM - 112 UTILITY RM _ - DELANNOY RESIDENCE 15. CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED FOR ALL EXISTING HEATING SHUT OFF VALVES IN GYP. 113A GABLE Andersen AWNING - A281 2'-7 1/2" x 2'-0 1/8" 2'-8"x 2'-0 5/8" 2 BD.WALLS OR NEW RADIATOR COVERS WHERE REQUIRED. 113E GUEST BDRM-1 Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/8' 3'-0 1/8"x 5'-0 7/8" 2/2 7217 Pecon is Bay Blvd ' 114 I GUESTBATH-1 Andersen AWNING A281 2-7 1/2 x 2-0 1/8 2-8 x 2-0 5/8" 2 LAUREL, NY 11948 115 GUEST BDRM-2 Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/1 3'-0 1/8"x 5'-0 7/8" 2/2 116A MASTER BDRM-2 Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/81' �3'-0 1/8"x 5'-0 7/8" 2/2 116B MASTER BDRM-2 Andersen DH WDH210410 2'-11 5/8"x 5-60 7/8' 3'-0 1/8"x 5'-0 7/8" 2/2 116C MASTER BDRM-2 IAndersen DH WDH210410 2'-11 5/8"x 5-0 7/8" 3'-0 1/8" x 5'-0 7/8" -- - _ _ _- 12/2 ------- ------------- 116D MASTER BDRM-2 (GABLE Andersen- AWNING_ A281_ 2'-7 1/2"x 2'-0 1/8"2 8"x 2'-0 5/8" 12 116E MASTER BDRM-2 Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/8" 3'-0 1/8"x 5'-0 7/8" 2/2 118 MASTER BATH-2 Andersen AWNING A281 2'-7 1/2" x 2'-0 1/8" 2'-8"x 2'-0 5/8" _'2 SIHEET TITLE 119A EAST HALL Andersen DH WDH210410 2-11 5/8 x 5'-0 7/8, 3'-0 1/8"x 5-0 7/8 2/2 WINDOW SCHEDULE �- 119B EAST HALL Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/8" T-0 1/8"x 5'-0 7/8" 2/2 119C EAST HALL Simpson_ SWING_ DR 77504 Nantucket 3'-0"x 6'-8" �3-2"x_- 6'-10 1/2" LEFT HAND - _ -- (FOUNDATION DETAILS CONTRACTOR TO VERIFY SIZES OF ALL NEW WINDOWS TO BE INSTALLED IN EXISTING OPENINGS. ---------------- -- -- GENERAL NOTES: - CONTRACTOR TO COORDINATE FACTORY-APPLIED EXTENSION JAMBS WITH WALL THICKNESSES. CONTRACTOR TO S EAL AND SIGNATURE DATE 1 VERIFY ACTUAL WALL THICKNESSES PRIOR TO ORDER. 2 CONTRACTOR TO PROVIDE COORDINATED SHOP DRAWINGS OF ALL UNITS. 3 SEE ELEVATIONS FOR ACTIVE SASH DESIGNATIONS;VERIFY OPERATION IN FIELD WITH ARCHITECT PRIOR TO ORDER. PROJECT NUMBER 4 INTERIOR FINISH: SHOP PRIMED PAINTED IN FIELD, UNO. ��� /1RC� DRAWN BY 5,EXTERIOR FINISH: SHOP PRIMED; PAINTED IN FIELD• UNO. C�� CARRp 'S ---- r - ---- -- _--- - -- - �!� JV <4 6 ALL UNITS SHOWN WITH DIVIDED LITE TO HAVE SIMULATED DIVI_DE_D_LITE. QP C� �' GD - -- -- ----- ------------ - --- - - - - -- ------ - EVIEWED BY 7 PROVIDE SCREENS FOR ALL WINDOW_UNITS._ R -- - - - P R 8 ALL CASEMENTS TO HAVE SIMULATED DOUBLE HUNG CHECKRAIL ��= ° »r SHEET NUMBER LOW E4 SIMULATED DIVIDED LITES �e N � �A >> --- ----- -- ��� 019694 A r T-O O 2 CAD FILE PaulRiceArTitecture DELANNOY RESIDENCE NORTH 41/ " 16'-0" 41/2" 7217 Peconic Bay Blvd 4'5 5/8" 4 1/ " 11' 17/8" LAUREL, NY 11948 '• -N'v-vN ��e_+ ocr_Nc�>i- rIII1 IItIII I1 IIIIII�- LI1 r;t�:ti,,-®��,-.�t�,--��+li io!- IIjIII1III1II1I1II 1I1 j 1 jII C DE-_\1`�0_F•3 D�McN-_ov:r,-_ -,+'�}sr-tlAa y�I+'�4I6'1I�TIFi I111IIII1jIIIIsIF 11110 01I I II I1111LI1I'iIiIII II I �1�0°2 A IIIi ' ItIIIIiI1— 1 �I i 9_1,-1'1-0-11IIIIIIIijII iI1jiIIIIIIIII11I1II1I0III I1IIiIII III1II IIII 1!0 11°�IIII IIII I11II1i�IIiIIjII1 IIIIII I1I III� -� - ,-�--- -o-GI11—A4O__NII B L t 1f1 E ALIGN -- ----------- ----- TU ----15- -I 3_+1- ---_ —� + _-- f-t -1-a -- --I�1;x�u--- - - - -�1- 1_{I -+a _ t? il t:- Ii1I , �111_111 1131 1 t1III I 1II �IIIIIII1 - CLO MASTER BEDROOM-2 �II 1Ii 6 I — III jII I i III I E -- -- NNn oN =: - - 1F. /aV u l �RfG c t e°A�i-'~r -IR Rc,,,�h' i�t'eAc,.tu re 45 M AIN STRE ET 16'-0"x 12-2" STUDIO 1210 BROOKLYN NY 1 1 201 TEL 718 254 9477 N FAX 718 254 9722106B CONSULTANTS 5-1` 3 1/ 2'-11 1/2" 1 o 't k} I oMASTER 10' I -I_ BATH-02 116A _M 23'-1 1/2" 111-7 1/2 xi 4 1/2" 4 6'0" 4 1/ " 16'-0" 4 1/2" POOL 0 il ----------- ---------- 32'0" 16' ` CDN- --------------- - 4'-0" 73 3 0" 4 '8 3/4" 4 3 103/4"3GUEST BEDROOM-02 "^ 106A WALKINCLOSET 1 V-7 1/2x 74 1/2" 106 6'-0"X 8'-3" =N rnN , 76x8 bo MASTER BEDROOM L80 Lo ao u 16' 3-0 31/ 2-111/2" 2 - cn DATE REVISIONSNO WESTm o j EAST + MASTER 0 EAST HALL -_BATH N IV GUEST N BAT[ 016 O"X 16'-4" 11-7 x 71411 MASTER SUITE SEATING r------------------------------ ------------------------------- o36'O,X 18'0 12 r, C7, El 4439 1/8" 41 /2" � t I 1 V-7 1/2" COVEREb PORCH GUEST BEDROOM-0134'0"X 12 0" N 11 7 1/2"x10'9, --------- 91, B _- -------4 1 " 6'-0" -------- A --------- 10 361-9" --------I 6'4 1/2" 10'3" 6'_41/2" 1'-4 1 ' 34-0" I 1 41 V2' 5-7 1/2" C_ 3 V `_-M to 3. 10.08.2020 ISSUED FOR PERMIT 3. 09.30.2020 ISSUED FOR PERMIT WEST HALLLIVING RM 1 I - 2. 08.24.2020 ISSUED FOR CLIENT REVIEW 36 0 X 18 0" 05.22.2020 ISSUED FOR PRICING �, -018'-036 CD HALL i LAUNDRY UTILITY RM NO. DATE ISSUED TO 0 9 11 12 GALE N --------- EL"/ IABLE -POST PROJECT --- --- -- + ————————————————-------- ------ _ - ---------- - ---- - -4 fills I Ilk MUDRDDM FEOODS DELANNOY RESIDENCE H 7217 Peconic Bay Blvd LAUREL, NY 11948 KITCHEN owDER 1 -A SHEET TITLE C? I c `" CONSTRUCTION PLAN ^ r IT I L- --------- 01D - -- -- -- COVERED PORCH 20'0" 8'-O" 50 SEAL AND SIGNATURE DATE 201-0" CONSTRUCTION LAN IpED ^ PROJECT NUMBER SCALE 1/4" 1 - " \ AR DRAWN BY GD` REVIEWED BY L————————————————— —--------————————- PR SHEET NUMBER n41 " 36-0" 41/2" 01 6'41/2" 10'3" 12' 1 1/2" 36'9" 14'6" 9694 A-200 . 00 87'-101/2" OP CAD FILEuT� PaulRiceArchitecture NORTH DELANNOY RESIDENCE y _ 8T-101/2" 7217 Peconic Bay Blvd 2T-11/2" _ __-- 48'-0° —_. -- — — --- 16'4" LAUREL, NY 1 1948 --------------- I r I I I r----------------------------------- I l I I I I I I I j I j 1 j I I I I I I I I I PaulRiceArchitecture 45 MAIN STREET I i 1 i i STUDIO1210 j I j I BROOKLYN NY 11201 I I I I I TEL 718 254 9477 FAX 718 254 9722 CONSULTANTS I j I I I j 00 I I I I I I M I I I I N I I I I I I I I j I j I j I I I I I I I I I I I I I I I j I j 1 j I I I I I I I I I I I I I i I j I I I I I I I I r— ---------------------------------------------------------- 1 T I I I I ---------------------------------------------------- I I I I I I I I I r I I I I I I I 1 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 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 I I I I � I I I I I 1 I I I 1 o I I i I 4"CONC. 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DATE ISSUED TO I 1 ; GAS,AND ELECTRICwV 1 SERVICE THROUGH 'k - -- L- ------- `. ...i. 4"CONC. � ; i r------------ i FOUNDATION -------------------- 7 I I PAD 7 j ❑ I -CO C.FOOTING CANTILEVERED FLOOR JOIST ; I -1-1- PO T ABOVE ; r__________----- I TO SUPPORT FIREPLACE _______ 1 r- - HEART ABOVE i i PROJIECT '. CRAWL SPACE I 1 DELAN NOY RESIDENCE I 3'-0" 1 : 001 I o 7217 Peconic Bay Blvd -- I.•. 1 i i ^ LAUREL, NY 11948 I I I I I ------------------------------------- I PROPOSED SEPTIC SYSTEM `D SERVICE THROUGH 1 0 x 2'-0 8 POURED CONCRETE FOOTING I -+-------------- I I 1 1 r------ ---------------------�_J CD FOUNDATION WITH I I I I CLEANOUT 8"POURED CONCRETE FOUNDATION I SHEE'TTITLE L— ------ -- ------L--------------------------------------------------------------J FOUNDATION PLAN I —'�---- -- -- — 1— col: I - ------ ------------------;----------------- I — � I _J I I i I I I I 1 I I I I I I • i I I 1 0 _ 8 4 1/2"- — 201-0' 8'-4 1/2" 80 SEAL dAND SIGNATURE DATE I � I ED Rc PROJECT NUMBER ❑ ❑ I N� �CARROz�R ��� DRAWN BY 1 c/ -------------J \ �- ,sue. ion C� GD 6'-4 1/2" 10'-Y 1 OA 3/4" '-3 3 �- i ------ ---.�— 36 9 - REVIEWED BY 14'6" -- 7_101/2" PR --- --- - J SHEET NUMBER 87'-10 1/2" - - — co SHEET ; FOUNDATION PLAN 01 694-A 0 SCALE 1/4" = V-0" 1 �F NEW`t A_2 O 1 ' O O SOUTHCAD FILE __T PaulRiceArchitecture NORTH DELANNOY RESIDENCE 7217 Peconlc Bay Blvd LAUREL, NY 11948 ------------------------- ----------o ------------ I 1 I I � I I ' I ' I I � � PaulRiceArchitecture 45 MAIN STREET ' STUDIO 1210 BROOKLYN NY 11201 TEL 718 254 9477 ' I FAX 718 254 9722 1 ' I CONSULTANTS I i 1 I � I 1 1 I 1 I I ' I 1 I ' 1 I ' 1 I I I � 1 � I I ' I ' I ' I ' I ' I ' I ' I I I ' I ' 1 ' I ' I i � I I I I ' I ' I ' I ' I ' i � I I I r--------------------------- --------------- ---------- o�------------I 00 I I I I I I I I I I I I I I I ^ I I I I I I , L0 I I , I � METAL � � � � METAL ROOF ROOF I I I ' I CD I I co I ' I I I EAST I EST - , N0. 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DATE ISSUEDTO IV __ (,- , - ------------------- -----------`----------- BELOW �! ?' o� PROJECT DELANNOY RESIDENCE 7217 Peconic Bay Blvd _ I FLAT -� LAUREL, NY 11948 M i METAL ROOF `o M j � 'II �II I 'Ii ROOF SHEET TITLE CD I I 1 I 11 I 'I I ROOF PLAN -`'---------------I---- - ------,--- -------------------- -- -- -------T-- --- -------- ---- 1 II I III METAL ROOF _ SEAL.AND SIGNATURE DATE O PROJECT NUMBER \�, �RED 1Rc DRAWN BY J�CARRO44 y/� GD - ---------------------------- -- ------ ---- ---------- REVIEWED BY -- - -- - -- xi PR 1T-71/2" 11'-1 1/2°---- --- - -r- 8'-41/2" �, - -- 22'-0" 8'-41/2" �, - ------- ----- ---21-41/2 -- 1 0 SHEET NUMBER 1" 28'-9" - ---------- J�- - --- 38'-9" ------- ----- - 22'-41/2" ROOF PLAN SCALE 1/4" = 019694A oQ' A-202 00 1'-O" 1 � n' • S OUTH O� '`��� CAD FILE Paul RiceArchite cture f DELANNOY RESIDENCE 7217 Peconic Bay Blvd LAUREL, NY 11948 .L"a.UlRlceArchltecture 45 MAIN STREET - STUDIO 1210 ' _ BROOKLYN NY 11201 METAL \ ROOF I� I --_ / - TEL 718 254 9477 12 / - - , ' - - \ FAX 718 254 9722 -- - I -- (CONSULTANTS 12 12 10 OZ 10 - - i METAL / - / -- - - ROOF ; --- / -- _ _ __ 12 � I - --- - I / Ii --- ------- ---- -------- --- - -- - // - C? 101G 101J 101H 103D � -_ - - -- -- -- - -- o .I 9 co ------ --------- : --- --- --- --- --- --- - -CEDAR -- - --- W /% /% /// --- --- -----SHAKES-: -- ---- - - -- - — ---- -- -- - - - - --- --- --- - -- -- --- - - �- CEDAR - �VERTICAL � � � -- - -- - �_ ---- -- --- - - - -- -- - - -- -- - I - � i VERTICAL CEDAR -- -- - SHAKES �- - -- SIDING SIDING --- - ---- - - -SHAKES - -- ---- ---- --------- - - - ---- (V L - - - - - - - - - - - - - - - � - - - - - - - - - - - - 1- - - J NIO. DATE REVISIONS BACK ELEVATION 2 SCALE 1/4" = V-O" I �, METAL ' -------- - - 12 __ � 12 ' _-- OF 12 -- -"-- 12 3. 10.08.2020 ISSUED FOR PERMIT 10� -- - -- - 104E 10 � ! I � 113A -- �/ -------� -- - - - ---- RO I 10f-- -- ---- 10 3. 09.30.2020 ISSUED FOR PERMIT / ---- - - --.a 2. 08.24.2020 ISSUED FOR CLIENT REVIEW -- -- 1.. 05.22.20 20 ISSUED FOR PRICING 12 NCO. DATE ISSUED TO 4 - - - - - - - --- - METAL ROOF ''� - --- - - - -- - - 'HAKES --- - - / - --- ------ --- - - --- --- - -- -- - ---- - - ----------- — ---- ---.-___. -------- -------- ---- � -- 110 100A -------------------------------- ------- - _ D E LA N N O Y R E S I D ENCE 7217 Peconic Bay BlvdC7 LAUREL, NY 11948/ — --- o 00 ---- ------ _ 101E101D 00 -- -- - - - -- -- --- -- -- - - - -- -- - I 1 ---- ------- ---- --- ------- ----- ---- -- -- ----- SHEET TITLE i I I ; ------ -- - --- � � VERTICAL i --------- ---- - --- -- �- ._ SIDING - o --CEDAR - CEDAR- - - �; SHAKES ---- --- ----- ----SHA ES- --- VSIDING L ! - - -- -- ------SHAKES- - -SHAKES -- -- ( ELEVATIONS N FRONT Ei- BACK o I I I I I o M� — — i L — — — — — — - -i —�— — — — - - — — — — I- - - - - - — — — — - - — — — - - — — - - - - — — - - — - - - —I � — — — — — — — — — — — — — L - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J- - - - - - - - — - - —I SEAL AND SIGNATURE DATE ED Af co PROJECT NUMBER Gp,RR04Z J� DRAWN BY G D REVIEWED BY PR SHEET NUMBER FRONT ELEVATION N� - SCALE 1/4" = 1'-0" OF N roe- A-3 00 . 00 NE CAD FILE PaulRiceArchitecture DELANNOY RESIDENCE 7217 Peconic Bay Blvd LAUREL, NY 11948 PaulRiceArchitecture 45 MAIN STREET — STUDIO 1210 BROOKLYN NY 11201 1 TEL 718 254 9477 FAX 718 254 9722 METAL 12 - — CONSULTANTS I� I I ROOFi 4 --- --- 12 -- a10 I -- METAL i I I - -- a 4 ROOF' I W 7F W C? 106A - 103A — -- o 00 L= 10FA CEDAR VERTICAL -CEDAR- SHAKES- -- --- --- SIDING ---- SHAKES _ CV O —T- - - - - - - - I -1 NO. DATE REVISIONS WEST ELEVATION 2 SCALE 1/4" = V-O" GABLE WINDOW BEYOND — 12 i I i i I 1 I I I I I i I li I 102 C I 3. 10.08.2020 ISSUED FOR PERMIT j 3. 09.30.2020 ISSUED FOR PERMIT - --_-- -I- METAL I j 2. 08.24.2020 ISSUED FOR CLIENT REVIEW W l� ROOF j 1. 05.22.2020 ISSUED FOR PRICING III j I I I NO. DATE ISSUED TO 4 - ---- I CEDAR— I SHAKESPRZOJECT --- -- - - -- ---- - - o, DELANNOY RESIDENCE -__ -- — 7217 Peconic Bay Blvd _. 100B — _- -- I? LAUREL NY 1 194— o 8 - -- 114 118 - o 113B A 115 116E i� SHIEET TITLE VERTICAL CEDAR_ ELEVATIONS 0 SIDING SHAKES � — — N ACCESS PANEL TO CRAWL EAST & WEST SPACE I o L - - - I- - - - - - I----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� SEAL AND SIGNATURE DATE PROJECT NUMBER DRAWN BY ems✓' G D 14/ REVIEWED BY r A PR EAST ELEVATION 4 ,. SHEET NUMBER SCALE 1/4" = V-O" S d Off" 01969 �n\� A_30 1 . 00 OF N CAD FILE _T PaulRiceArchitecture DELANNOY RESIDENCE 7217 Peconic Bay Blvd LAUREL, NY 11948 1 # 29 SQUARE CUT SAVE OVERHANG CONNECTION PaulRiceAxrchitecture 45 MAIN STREET STUDIO 1210 BROOKLYN NY 11201 TEL 718 254 9477 FAX 718 254 9722 CONSULTANTS .j'. ATTACH PANEL TO 2x BLOCKING IN WALL PANEL W/ SIP FASTENERS ® 10" O.C. TYPICAL UNLESS OTHERWISE NOTED. ` APPLY FENTRIM IS 20 'n SIP TAPE ® INT. CORNER STUFF EXPOSED PANEL EDGE W/ STUFF EXPOSED PANEL EDGE CONT. BEVELED 2x BLOCKING MATERIAL. W/ CONT. 2x MATERIAL. SECURE SECURE OSB PANEL SKINS 12_ OSB PANEL SKINS TO 2x BLOCKING TO_2x W/ 0.131" DIA. x 2Y2" W/ 0.131 " DIA. x 2Y2" LONG GALV. NAILS @ 4" O.C. OR EQU. 10� GALV. NAILS © 4" O.C. OR EQU. ` 12 10 --- ------------------------- ROOF SYSTEM 1 I I I 1 I I , GLITTER— NOTE: ALL RED DOTS — APPLY CONTINUOUS %" DIA. BEAD OF MASTIC SEALANT FLUSHING BETWEEN 2x MEMBER & PANEL FOAM. , AN EL i ROOF SYSTEM __--- _ -_- NO. DATE REVISIONS PANEL EAV E CONNECTION DETAIL STRUCTURAL INSULATED PANELS _____________ SCALE: 1 = 1 —0 P.O.BOX 185, 53StowMe ' West Chesterfield, NH 0396 (603) 256-8800cli I 6 1/2" STRUCTURAL PANEL 0 # 13 PANEL TO 1st FLOOR DECK CONNECTION co M i O 9 OD ATTACH SHOE PLATE PRIOR TO INSTALLING PANEL INTO PLACE. NAIL 2x SHOE PLATE THRU SUBFLOOR INTO RIM BOARD W/ 0.131" DIA. x 3Y4" LONG GALV. NAILS © 6" O.C., PLUS (3) 0.131 " DIA. x 34" LONG GAVL. NAILS INTO EA. FLOOR JOIST. SECURE OSB PANEL SKINS TO 2x SHOE 4 " PLATE W/ 0.131" DIA. x 2Y2" LONG 1/2 STRUCTURAL 41/2"STRUCTURAL 3. 10.08.2020 ISSUED FOR PERMIT (1) GALV. NAILS @ 4" O.C. OR EQU. PANEL PANEL 3. 09.30.2020. ISSUED FOR PERMIT ATTACH RIM BOARD TO 2. 08.24.2020 ISSUED FOR CLIENT REVIEW JOIST FLANGE W/ 1. 05.22.2020 ISSUED FOR PRICING 0.131" DIA. x 2Y2" LONG APPLY FENTRIM IS 20 NO. DATE ISSUED TO GALV. NAILS. SIP TAPE @ INT. JOINT TOE NAIL RIM BOARD INTO 3/4" SUBFLOOR DECKING W/ Y4" BEAD 1ST FLOOR 1ST FLOOR P.T. SILL PLATE W/ OF SUBFLOOR ADHESIVE, ATTACH ---- - ---'--- --- ------------- - -- --------[ 0.131 " DIA. x 2Y2" LONG DECKING W/ #8 x 2" WOOD SCREWS GALV. NAILS. @ 6" O.C. © 6" O.C. AROUND THE SUPPORTED PERIMETER 1 & 12" O.C. IN THE FIELD OF EA. SHEET. - ; �� I PROJECT Tj DECK SYSTEM 3 i = i /; _ ; N D ELAN NOY RESIDENCE Eli 7217 Peconic Bay Blvd LL 1 1 LAUREL, NY 1 1948 P.T. SILL PLATE ----- ---L-- ----8 P.fUFl DCONCRETE ___ 81, •. • •• a •. •.. ___________ _____ POURED CONCRETE o FOOTING FOOTING Ld a Q CRAWL SPACE CRAWL SPACE SHEEIr TITLE ANCHOR BOLTS BY OTHERS. $ - - 4"CONC. PAD PANEL CONNECTION cy) 4 CONC. PAD D ETAI LS NOTE: ALL RED DOTS — APPLY CONTINUOUS OT DIA. BEAD OF MASTIC SEALANT �� - BETWEEN 2x MEMBER & PANEL FOAM. ANEL PANEL SILL CONNECTION DETAIL STRUCTURAL INSULATED PANELS - — — — SEAL/AND SIGNATURE DATE SCALE: 1" = 1 '-0" P,O.Box185, 53StowDrive West Chesterfield, NH 03466 2'0" (603) 256-8800 1'-0"x 2'-0" POURED 2'-0" PROJECT NUMBER 1'-0"x 2'-0"POURED -- -- — CONCRETE FOOTING !RED SRC CONCRETE FOOTING .<<G '�/�. DRAWN BY GD ,1' SECTION DETAIL @ LIVING & KITCHEN SECTION DETAIL @ EAST & WEST WIN �5 A REVIEWED BY PR TYP. FOUNDATION TYP. FOUNDATION ` SHEET NUMBER SCALE 3/4" = V-O" 2 SCALE 3/4" = V-O" 1 - 019694, -�� A—4 O O ■ O O �OP- ►Vv� CAD FILE PaulRiceArchitecture MINIMUM I-JOIST PROPERTIES FOR LEGEND SPLINE VIATIONS SIP NOTES -� SIPs DO's AND DON'Ts PROJECT INFORMATION 0 INFORMATION ABBRE GENERAL i W USE AS REINFORCEMENTS ® - At 1. All roof panels are 10 Y4" SIPs and all wall panels are 4 )14" SIPs, both w/�i(s" rated OSB Q SIP System Basis of Design SIP System Design Loads Panel seam B.O. - By Others skins and EPS foam core, fabricated in accordance with specifications section R613 of the �1 IZ Air Movement IRC/IBC 2015 Bending Moment Shear Coefficient of B.S. - Both Sides IRC IBC, and to the NTA ListingReport NER-1026 REVISED 5 24 2019 . t.j a All joints must be sealed in such a way to ensure no air infiltration or exflltration. ASCE 7-10 a. Wind Ultimate Design Speed: B MPH Depth Stiffness Capacity Capacity Shear Deflection - - - - - D.D.S. - Double Dimensional Spline / P ( / / ) ~ - b. Wind Exposure Category. B P El pM Y pV y K Inset lumber - P CONT. - Continuous � z c. Wind Importance Category II D.S. - Double Spline EA. - Each 2. All SIPs are fabricated with Type I (1 PCF) EPS foam. W Voids Insert Lumber Species P 9 Y z Beveled edge — —— — All voids must be filled with appropriate sealants/panel adhesives manufactured to SPF #2 or better d. Ground Snow Load: 20 PSF (in) (lb,-in x1 (Ib-ft (Ib I )x10 S.D.S. - Single Dimensional Spline F.S. - Fastener Schedule _ _ � U e. Roof Live Load: 20 PSF T.D.S. - Triple Dimensional Spline 3. ACME Panel is not responsible for any timber, stick-build or foundation work. W ensure against air movement and moisture intrusion into the building envelope. 9.25 185 2715 1155 4.81 Stick framed - - - - - - P P MIN. - Minimum Jurisdiction f. Roof Dead Load: 20 PSF member T.S. - To Spline W Suffolk County, NY 11.25 296 3410 1405 5.85 P P P.T. - Pressure Treated 4. SIP design is in accordance with NTA IM 14 TIP 01: 'Engineered design of SIP Panels , W Vapor Transmission 14 482 4270 1710 7.28 Center line - S.F. - Stick Framed using NTA Listing Report Data", which is based on the APA Plywood Design Specification W Vapor permeability, for all SIP panel joints must meet local building codes and/or Site Address -Values " „ environmental requirements. 7217 Peconic Bay Blvd. 10 Y„" Roof - 50 Neopor Guidelines from the NTA Listing Report NER-1026 (REVISED 5/24/2019) SIM. - Similar Supplement 4 - Design and Fabrication of Plywood Sandwich Panels". TYP. - Typical O Laurel, NY 4 3/4 Wall 16s 5. ACME Panels are to be installed in accordance with the details shown on these drawings. 2 HVAC Desian TF - Timber Frame g A HVAC system must be designed to: W Provide proper ventilation due to the inherent air-tightness of the structure. W Be properly sized to account for the inherent energy efficiency of the structure. z P P Y �� Q J Exterior Cladding and Underlavment Exterior cladding shall include a primary and secondary weather resistive system, U e.g., drainage plane. Underlayment is required, e.g., common building paper, non-perforated housewrap. P Handling and Storgge_ p SIPs must be protected from exposure from the elements and must not be stored W in direct contact with the ground. SIPs are bulky and heavy. Manpower is enough to W move small panels, but larger panels often require a crane or forklift. Here's how Q to handle material on site: DO: Set aside a level spot to store panels. Try to organize your panel delivery for ADDRESS: efficiency - store panels from the first floor separately from panels for the second 1905 floor, panels so that you can read identifying mar Radford, and so on. Stack d the identifyiks or labels West gin t. P Radford,VA 24141 and find each piece when you need it. phone 540-267-99 8 fax 540-808-0824 Stackina DO: Lay panels flat on stickers, no closer than three inches to the ground. Give www.acmepanel.com the panels plenty of support, and don't let them sag - for 8' panels, two stickers are enough, but for 12' to 16' panels, use three stickers. For longer panels, don't go more than 6 Dr 8 feet between stickers. w W V Weather Protection Z Z Panels are rated for exterior exposure during construction, but keep them dry when stored on site. Cover them with a loose tarp or sheet of poly. w DON'T: Leave panels exposed to the elements for extended periods of time. Assembly Q W For maximum efficiency, it's best to follow an orderly system. Here are a few tips to keep in mind as you start to work: DO: Study the installation drawings before setting panels. DO: Set wall plates carefully. Panel skins provide the strength for walls so panel C skins must be fully supported. The panel slips over the wall plate, so remember to set your plates a half inch in from the building edge, and leave room where plates meet for the skin to slide by. Z DO: Set panels in order. Mark out your wall plates to show where panel edges fall. When setting walls and roofs, it's a good idea to start in corners or valleys and you won work out -that way, 't 'box yourself into a corner."At wall corners, one panel "stops short"and the other flies by"- be sure you know which is which, or - Q one wall will be too long and the other too short. DO: Always follow the manufacturer's recommended joint sealing techniques. Seal joints as you work. Panel joints must be thoroughly sealed to ensure there is no air infiltration from the outside or exfiltration from the inside. Be sure to follow the 04 manufacturer's recommendations for sealing joints properly. 04 V 0: Install plumbing in interior walls. Furr out interior sections for pipes if D P 9 necessary. DO: Install standard deterrents to resist termites and carpenter ants such as insect clips and flashing. penetrations and h openings D0: Install proper flashing and sealants around all rough p as required. DON'T: Cut wall panel skins horizontally for installation of electrical wiring. DON'T: Cut roof or floor panel skins without contacting your supplier. DON'T: Be afraid to field-trim panels for an exact fit. Contact us when in doubt. DON'T: Install panel skins in direct contact with concrete. Provide a capillary break ' between panel skins and concrete. ' II size can lights inside the panels. LED can lights are acceptable. DON'T: Install fu I g P 9 I' Weather Details SIPs are durable, but they aren't designed to get wet. Your house needs exterior finishes that protect the structure from water. AP DO: Use high-quality roofing and siding. High performance asphalt shingles are suitable for use on a SIP roof. Popular siding materials such as steel or tile, vinyl, E��\��LV cHA4 wood, brick, or fiber-cement are also fine for SIP houses. DO: Use proper underlayments for roofing and siding. SIP walls are airtight without +� a - housewrap, but they do need a drainage plane material (either housewr p or asphalt paper works well). 23f'«3 e DO: Flash all penetrations. Most windows will eventually leak some water at the or ho a� window sill; install flashing under and around windows and doors to direct water away from the wall structure. Hose bibs, dryer vents, exterior lights, and the like PROJECT LOCATION: must also be flashed, as should roof penetrations such as plumbing stacks, chimneys, and skylights. 7217 Peconic Bay Blvd. Laurel,NY Interior Comfort SIP houses are airtight, so they let you control the indoor environment. A modern ventilation systern will let you have fresh air when, how, and where you need it. DO: Provide adequate ventilation to maintain indoor air quality. 0 MARCH 2O21 DO: Provide a rnechanical ventilation system. Passive air infiltration will not be Submission Date enough to provide indoor air quality. In cold climates, use a heat recovery ventilator; you 1l save energy, and the incoming air will be tempered for comfort. In hot, humid climates, an "energy recovery ventilator"is best: these systems take Preliminary 12-05-21 humidity out of the incoming air and transfer it to the exhaust stream, reducing Revision 01-02-21 the load on your air conditioner and improving your comfort. Revision 02-0 -21 Revision 03-24-21 DO: Control indoor humidity. High humidity levels can be unhealthy and can damage Revision 03 3o z1 your building. Set your ventilation system to keep indoor humidity around 40%. Install exhaust fans in kitchens, bathrooms, and laundry rooms to expel moist air as needed. Moisture intrusion through slabs, crawlspaces, and basements can be significant, so make sure your foundation has good drainage and provides for control of moisture vapor. SCALE: NITS DON'T: Install or, use unvented combustion equipment. "Ventfree"gas logs, fireplaces, or heaters are riot appropriate for an airtight SIP house. SHEET NO.: COVER FILE NAME: W z 6 � y U I LL w III III ' O III III � III RH-9 RJ-9 III giw III III z III II1 w ' 11 III w c/) III 102 1 2 III U H �� III III , W III RH-8 RJ-8 III Q 7 P6 ( I I 1 SIM ( ( I III ADDRESS: III III 1905 West Main St. Radford,VA 24141 s phone 540-267-9988 Ps I H IuI I fax 540-808-0824 ._ " 11 1 I I I www.acmepanel.com ILl HI III RH-7 RJ-7 H I V) w III III � r � I ►� III III � "� RA-4 I R134 RC-4 H I III 11 I I I 11 I 10 2 10 12 III 1 I I I I 4 12 I _2., RH-6 RJ-6 N I I 1 o 11 1 H w II II �2 II N RH-5 RJ-5 II r�+ I 7 1 I 1 11 I P6 1 1 1 I I III i III P6 11 I H I 7 III 10 2 1 2 1 1 1in SIM I I I RA-3 1 1 1 RB-3 RC-3 —I P6 III III I I I S.F. 2x RILL HEIGHT WALL i I 1 III I RH-4 RJ-4 T f I IFOR ROOF PANEL BEARING I I 1 I I I SIM I x ( 1 — ` _ N I -- I II 1 I II IN HI it II II II II I 1 III � w I H RA-2 II III III �' I I RB-2 RC-2 III I H ( ( I III III SIM O RH-3 RJ-3 I I I 11 I 42 102 102 11f IH HI VJ RA-1 I I I III 1 1 1 i I 6'-9 III III RB-1 RC-1 II I 1 0 7 III III I l i P6 P6 — o � III III ' I 6'-4 ' S M 5' 7 " 11 1 RH-2 RJ-2 6 I RD-1 I o 1'—� a B.O.(TYP. x2) WOOD TRUSS FOR P6 11 I I I I ROOF PANEL SUPPORT 11 1 P6 ( — _— _— —_—_—_- - -_—_--_ —_ _—_—_—_ —_ —_—_—_—_ - - _—_—_- - III H '- " I I - - - - _ - - - - - _ - - _ — — � — - - - - - - - - - - _ - - - - - - �I III II r (FLAT RooF) — — — — I I uu — — — 441--1 — 1 1 1 T-8 >' II " I 5'-11 12'-4 " I I III 10 2 .102 RD-2 9 �II RD-3 1 1 II II INI 1 1 P6 II III Rio Ar�L.. 11 I I RF-5 II RF-4 RF-3 III RF-2 RF-1 I I RG-3 11 I I RH-1 RJ-1 1 I 1 ��E GHA( tiT�c� — — — — — -1-► II II ql —I-I 11 (III I I III ^�` " I INI I N f II RIDGE RIDGE (FLAT ROOF) I Sr 13t3a r 8 s N_ li INI N LL I a5'F t'w�d 11 RG-1 I s Rc II 5 6 II INI I I RG-2 P6 I P6 I PROJECT LOCATION: I I I II li uu I RE-1 H RE-2 �I RE-3 hu RE-4 RE-5 1 1 I 7217 Peconic Bay Blvd. 1 1 II I INI J— _ _ — _ 17 — _ _I_ _ _ Laurel,NY I I II II III II II INI i DATE: II II INI I I p 30 MARCH 2O21 � s 8 Submission Date o 1 — - - - - - q- - - - - - - - - — — — — — — — — — - - - - - - - - - - - - - - (—C —�- - - - — _ - -�- - - -�- - _ - - - - - - _ — I - -�- - _ — � - - -�- - - � I P6 Preliminary 121720 Revision 01-05-21 Revision 02-02-21 Revision 03-24-21 7 Revision 03-30-21 P6 ROOF PANEL LAYOUT SIM SCALE:X"=1'0" SCALE: 1 11 _ 11-0" SHEET NO.: P of 6 FILE NAME: DeLannoy.dwg LU 1 " 5'-0 " 1 I I I I — — — — — — —— — I I i I-- - - - —- - —— —— - - - - - - - - - - - - LL � � I LL = j RH-9 0cI J i R.g ; I A, W I I R I I R I I = I I I I �W�// I I = I I I = I I RA-4 i I RB-4 I I I RC-4 I I00I I I I a I I I I I I I I I I I I I I I I I I D.S. I I D.S. I 4 W z I I I I I I I I I I . Q I 1 I W D.S. D.S.I I D.S. I I P6 I i I I I U RH-8 ; =I i RJ 8cc '00 ; R Ps I I I I I I I I I I I = I I = I I = I I I I Q RA-3 i 1 I RB-3 i I i RC-3 i 1 ; i i ; U 00 I I = t I I I I I I I C i i I I I I I I I I D.S. I I D.S. IC4I I I04I I I I I I i I I I I I I I I I I t I I D.S. I I D.S. I I D.S. I I I I ADDRESS: RA-2 I =I I i I ; i ; 1c, I I 1905 West Main St = Radford,VA 24141 I I I I = I 1 I = I RH-7 I I I RJ-7 I I I I I RB-2 I I I P6 RC-2 I I I I 1ccphone 540-267-9988 D.S. I I I I I I I I I I I I I I fax 540-808-0824 I I I www.acmepanel.com I I I I I I D.S. I I D.S. I I I I I I I I I R I I I I I RA-1 I = I I I I I D.S. I I I D.S. ° I I I I I I I I I i I I I I W I I R I I = = _ I I I RB-1 I I = I RC-1 I I I RH-6 i I i RJ-6 I 1 I I I I I I I -I - I I I i I i I I I - - - - - - - - - - - - -- J _ _ _ _ _ J I I I D.S r - - D.S. 1 R I - - - - i i i I RH-5 I I I RJ-5 I 'I — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — —� I D.S. I M I D.S. I R ^ - - - - - - - ^ - - - - - p - -- - - - - - - - -- - - I I I I _ Fri V J 11'-9 " I 1 I I � I I � FR—r♦11w/ 12'-2 " I RH-4 I o I RJ-4 I o ROOF A (FLATTENED) 11'-5 " 12'-4 " r SCALE: "=1'0 z° ROOF B ROOF C (FLATTENED) V) z _ (FLATTENED) SCALE:X"=1'0" SCALE:X"=1'0" I I I I z D.S. I I DA I oc I i I I W I 1 I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - RH-3 I I I RJ.3 I ' II II I I -oc I I - - - - - - - - - - -i II II I I I I U ; RD-1 D.S. I I I I P6 I I I I I D.S. I = I I I I I I IL - - -- - - - -� - (I II r- - - - D.D.S. - - - - - - - � I- - - - - - - -I I I II I o I RF-5 o RF-4 o RF-3 o RF-2 o RF-1 I I I i (I II M I I = I I R I )27� Ilv{ I R II II I RH-2 I I I RJ-2 I I "00 cc Ps RD-2 Ilo RD-3 I I Ii ;I i ; I I I I iLnII II I I I I I I I i II II I I I I I I I i II II I I I I I I I I L- — — — — — — — — — — — — — JL — — — — _ _ J II I) I I I I I I I I D.S. I I D.S. _ - _ _ _ __ - _ - J I I I I I I I t II I I I 12'-1 -90 I = Iv- I1 RH-1 I _i = I RJ-1 ROOF D (FLATTENED) '- " '— " '— " '— " '— " SCALE:X'=1'0" 7 !_ " ROOF F (FLATTENED) \�t�psv.D &Oi- 5'-74"-7 " 8'-10 " SCALE:X"=1'0" " 3N CHAL,c oT 12'- I`co 12'-4 I; ;I ROOF H (FLATTENED) ROOF j (FLATTENED) err �4 I SCALE:X"=1'0" SCALE:X"=1'0" F OF S- I = I I li it PROJECT LOCATION: I I RG-3 II II I I i I, II 7217 Peconic Bay Blvd. II II Laurel,NY =� = = I 11 RE-1 RE-2 RE-3 RE-4 '� RE-5 I I I I o 0 o s ,I � r, .I I � -� �- - - - - - - - - - - - - - � II II , , II I(II P1s ;lIIIIiI DATE: - - - - - - - - - D.D.S.D.O.S 3 0 MARCH 2O21 Submission Date 2 RG-1 Preliminary12-17-20 RG-2 I I I I I 2 i i i II II Revision 01-05.21 — — —- I P6 I ; ; j Revision 02-02-21 Revision 03-24-21 1 Revision 03-30-21 ! N ! H - 4-6 _ I p / !! ! N ! / N I N ! N SCALE: y„ _ 11_oII ROOF G !(FLATTENED) ROOF E (FLATTENED) SHEETNO.: SCALE.X -10 of 6 1� SCALE:Y"=1'0" L E NAME: DeLannoy.dwg w z 4 f— P6 z WALL G w LL w w :: ' .. O w z w _I U aC U 7 iw Q ADDRESS: 1905 West Main St Radford,VA 24141 Ps 4 phone 540-267-9988 23'-1 " P6 fax 540-808-0824 WALL P www.acmepanel.com I I U it PLYWOOD BETWEEN 2x4s 3 F� I I ;,� FLAT 2x4e(TYP.) I ' STRUCTURAL PLYWOOD o _ 2 ROWS OF 8d 12 CO ►-a o 7 NAILS o 3' O.0 t0 - - - - - - 00 ..a j O P6 I TYP. FOR ALL 2x4e LO 0 1b SIM 17 3 ROWS OF Bd ` P6 NAILS O 3. O.C. _ 8X�• SIP WALL r /� _ ; K CONT. 1 x LVL, I w/J¢' G.W.B. FINISH v 1 i s = z TYP. B. NI — - - - - -- - - - - - - - - - - - '� 1.. 1 �V I LO N CONT.fl.l1 2xa r ►--� II IN 1 o.a Q� _ " " w/SIMPSON HANGERS dC S.F. 2x FULL HEIGHT WALL PLYWOOD BETWEEN 2x8s PLYWOOD BETWEEN 2c8s Xe OSB FLOORING FOR ROOF PANEL BEARING 1 G.W.B. FINISH rT, 6—9 ' � W I WOOD TRUSS OVER P6 V KITCHEN BUILT B.O. ,F-/" SCALE:X"=1'0" w II 10'-7 " I I O WALLS II N-x•� a -I I 10 7 P6 P6 Mir r SM '— " 35'-11 " 4 WALL U a WALL K P6 1n 6 P6 ` a I ,_ » I ` " lit 44" 6'-9 " N WALL L II II I!II " N II IIII WALL J - II H INI 7'-8 II ,— 5-11 12'-4 " I ( ����gEQCHI �, III III b �1yL ca�cF�� c 4 12 WALL W 1s'-s" ,, 12'-6 " N—WOODIIQI 00 68 P6 9C TIE RODS B.O. TRUSS FOR 11 P6 - P6 7p -t P6 N I H ROOF o PANEL SUPPORT. Ps s or N q II � N II hh I PROJECT LOCATION: N II IIII N II IIII , 7217 Peconic Bay Blvd. N N INI Laurel,NY II II IIII 14-103" N II ( 6 WALL C DATE: 77771 II P6 8 30 MARCH 2O21 P6 4 I 35'-11 4 " Submission Date Preliminary12-17-20 - I WALL " Revision 01-05-21 Revision 02-02-21 7 Revision 03-24-21 P6 WALL PANEL LAYOUT LSCALE: 03 30 Z1 SCALE:�"=1'0" = -0.: P of 6 L E NAME: DeLannoy.dwg W S.F. FILLER Ii WOOD TRUSS FOR _ - - - q�ROOF PANEL SUPPORT I � i ` W DOUBLE INSET TOP PLATE; , CONT. 3'-0' EA. SIDE OF IL do TIE-RODS STAGGER LL' / - - - - J TIE-ROD JOINTS MIN. 24' TIE-ROD / \ � � W ATTACHMENT ATTACHMENT ,' vS B-2 ` LOCATION-7LOCATION H o �/ � NW LL , r ,r � I I A-4 I I i s ,I I I = �I 1 B-1 I 1I r�, - r - - - - - - - - - - - - - - c - - - - - - - - - - - � W icc I I I I I I I I I I I I I i t I I I I I I I I I I i DOUBLE INSET PLATE I I 1 I I I I I 1 Q I I I I I I I I = I I = I I = I I I I I I I I I I rtloc W 1 10 I I i I i I i I I I M oo t '� J I = I A-1 I I c 1 I I = I A-5 I I c I 'D I A-6 1 = rn i I I 1 1 .` °' = I 1 I I I I Al I r7 o I i 1 1 o I = I C-1 I in I I ;n I C-2 I = N, (n I I I I I I I I 1 I I I i t i I I I I I I I I I I I I I I I I 1 1 I I I I I I � _U L — _ — — _00 A-2 - I I 1 1 1 I I I I I _ _ _ _ _ITOPOFWARMELOIRDPANE� _ _ _ - - - - - - I I - - - - - - - P6 _ - - _ - - TOP QFWp�BOAR<LPLNQ- 1 = I _ _ - - - - _i TOPOFWARMBOARDPANEL _ _ _ _ _ - - - - _ i I I 1 I - - - - A-3- - - - -� I -TOP OFWARMBOARD-I'ma- - c 1 JL - - - - - - - - - - - - - - - - - - - - - - - - - - - I wI t_ - - - - - - - - - - - _ -I - - - - - - - - - - - - - - - - - - - - - - - - - - w 1 2'-10 V-2 " 1'-11 " 1'-10 " 3'-2 " » ^ V-2 " 1'-10 " 1'-11 " 3'-2 " 1 2'-10 " ^ » 2'-8 " 5-3 4- » _ 2-7 2-10 ' 1 -6 1 -9 5-0 1905 West Main St. » 7'-0 " 7'-0 " ^ '_ ^ '_ ^ '_ ^ 6'-10 " Radford,VA 24141 phone 540-267-9988 44" 35-11fax 54Li0-808-0824 " 14'-10 www.acmepanel.com _ '- " 3 WALL B WALL C 3 WALLA SCALE:Y4"=1'0" SCALE:X"=1'0" P6 P6 SCALE:X"=1'0" w 7'-0 " 11 "1'-8 " 6'-0 " 1'-011 � r Tz ^�^ W F� M�1 w i E �1 o � O i E-3 � - - - � 1 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 31 04 (4 I =w tI I MNi II I o I o I i I a o I1 W` 12 fII— II II III = to i = DOUBLE INSET PLATE Ii1 E-2 II d _ = IIII P6 II =,ioc - II of e�I II II I L III IIII rl _ o o p IIII "KI I rn= _K= I 1 I iI cv 0 F-1 F-2 F-3 F-4 0 F-5 F-7 F-8c nNo F�1 o I D-1 i o I I i i I I o I i I I I I I I 1 = o b C—' ►-�--+ i I l i I I a) 1 I I I I I I I I 1 1 i I I I 1 c I I F-6 c 1 I 1 i i I I - - - - - TOP OF I I I 1 I 1 I - - - - - - - - - - OFWARI±IBOARDENrEL- - - �- - - - - - - - - - - - - - _ _ - - - - - - - - - - -- - - - - OF WAWBOARDPANEL` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = A�0� I _ i = r _ _TOP OF WARMBOARD PANEL- - t I � O - - - - - - - - - - - - - 1 r ^ i - - - - - I M I I I I - - - - - - - - - - - - - - V J- - - - - - - - - - - - - - - - - - — 1 -01" 2'-2 " 1,_71„ _ _ I 6'-8 '-3� 1'V-8; 1" 4'-5 " 1'-97" 10 7'-17" 1�-7 3'-0 " 3'-4 1 -1 1'-7 6'-17" 2g" 2'-9 5-2 " 7'-4 " WALL E 44 58'-1 44" WALL D SCALE:X"=1'0" 58'-10 " SCALE:X"=1'0" 3 P6 WALL F 16'-9" SCALE:X"=1'0" 7'-0 " 11 "l'-8 " 5-6 " CHAL c � 0 k` I N I 5'-51„ 3,_0 " " 3'_0 ' " 3'_0 " , " 3'_0 " >, " g'_7 " ' L - - - - - - n _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 13 W = I rA N 1k = = = = H=8FOF _ ti wl I I N I c c 1 I r- - - - - - - - - - - -i - - - - r - - - - � r - - - - - � r - - - - - r P6 r - - - - - -i I r - - - - � I PROJECT LOCATION: I I G-1 i i G-2 7217 Peconic BayBlvd. I I I 1 M I I I I I I I I I I I I DOUBLE INSET PLATE 1IIII IiIII M r i Laurel,NYG'3 I rz= r r:icc I I H-1 10 H-2 0 0 H-4 o H-3 H- to Io cN o i' rn i LO I o CD J-1 I DATE: I 1 1' I ' m 30 MARCH 2021^f - - - I - _00I I c 1 = 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _TOP OF WARMBOARD PANEL _ _ _ I = I _ _1�P�F WARMBOARD PANEL_ _ _ 1 I Submission Date - - - - - - - - - - - - - - c c c _ _ _ _ _TOPOFWARMBOARD-- - - - - - _ _ _ _ _ _ _ _ _ _ M _ TOP OF WARMB4ARD PANES i Preliminary 12-17 ZO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J w1 L- - - - - - - - - - - -1 Revision 010521 I I I _ w1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� wl - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - 3q" Revision 02-02-21 6'-10 " 1' 1j '-10 5-4 " 5'-5 " 2'-6 " 5 ,_ ^ -10 6'-1 3'-0 " 4'-8 " 1'-8 " 3'-0 " 3'-2 " 3'-2 " „ L4j 1' 9 2'-10 " 1' 9 „ Revision 03-24-11 Revision 03 30 21 " 4 „ 58'-1 " WALL j WALL G 58'-6 " SCALE:�"=1'0" EFILENAME: „-0SCALE:X"=1'0" WALL H 3 P4 of 6 1SCALE:X"=1'0" Lannoy.dwg J m:... 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I ' I I _ _WARMBOARD PANED _ I- Submission Date 1 1 - - - - - - - - - - - - - j U I Preliminary 12-17-20 I 1 IL — — — — — — — — — — — — — — — — — — — — — — Revision 01-05-21 —5 I _ 11141Revision 02-02-21 " 3'-0 " 4'-0 V_ " 5_ n ,> 3'-8 2'-10 " 2'-3 6'-0 " 3'-9 �� �_ n � " 3'-3 " "2'-2 3'-2 " 2'-0 " Revision 03-24-21 _ '_ n P_ n �_ n 0_ n 4 n 12'-1 " n " '— " Revision 03-30-21 4 r n " 12'-6 " n WALL U WALL V WALL W 3 WALL X SCALE: 1�„ _ ,_ „ SCALE:Y4"=1'0" SCALE.Y -10 SCALE:Y4"=1'0" P6 SCALE:L = X 74 - 1 0 - SHEET NO.: PS of 6 FILE NAME: DeLannoy.dwg rv.3 w 4 Y4' STRUCTURAL WALL PANEL I j 3/" HARDWOOD FIN►SHED FLOOR B.O. 4 PANEL FASTENER @ 12 O.C. z 1 f3 3„ 1 �$ NOTE: 13/6' WARMBOARD-R PANEL 8.0. CONSTRUCTION SEALANT _ -- T3 - - PRE-ASSEMBLE 2x4 INSET PLATE i w y" SUB-FLOOR U SPLINE TO LVL SUBPLATE THEN INSTALL I I %" TJI F LOOP,JOI5T5 5.0. _ � OP OF FOUNDATION WALL �� - w ON T \ EXP. FOAM SEALANT CONT. '"° W CARRIAGE BOLT. 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A5 PER STANDARD ° SUPERIOR WALL DETAIL ADDRESS: 1 OY4' PRE-CAST SUPERIOR 1905 West Main St FOUNDATION WALL B.O. Radford,VA 24141 ------ 4 TYPICAL CORNER�N E� DETAIL phone 540-267-9988 1 5 U PTAC E 5PLINE DETAIL 2 I N 5 ET 2 x 5PLINE D ETA I L fax e540-808-0824 67-99 ALE: 1 12" = 1'-0" SCALE: 1 1/2" = 1'-0" 10y4 SCALE: 1 1/2" = P-0" www.acmepanel.com P6 Sc / P6 P6 3 FOUNDATION CONNECTION DETAIL cf) SCALE: 1 112" = P-0" TOP SKIN OVERHANG, TYP. Cw P6 FOR ALL GABLE OH W 8d NAILS @ G" O.C.,B.S. z INSET 2x STUD W 104" STRUCTURAL ROOF PANEL � 12 EXP. FOAM SEALANT CONT. EXP. FOAM SEALANT CONT. � 12" PANEL FASTENER 12" O.C. Q V1 104" STRUCTURAL ROOF PANEL INSET 2x STUD 10 12" PANEL FASTENER 12" O.C. W A TENER 12" O.C. CONT. I Y4'x%" LVL LEDGER 104" STRUCTURAL ROOF PANEL W 12 PANEL F 5 @ 8d NAILS @ G O.C.,B.S. 2x INSET TOP SKIN OVERHANG, TYP. 2-10" PANEL FASTENERS @ 8" O.C. 12 8d NAILS @ G" O.C. FOR ALL GABLE OH 2 ROWS OF 8d NAILS @ 3" O.C. --- - - PANEL SEALANT CONT. CONT. 2-2x4 TRUSS COMPONENT I T. - __ _ 1 OY4' STRUCTURAL ROOF PANEL - 1'-0" - 10 �� 12" PANEL FASTENER @ 12" O.C. ° 51MP50N JOIST HANGER THA29, B.O. - ° WRAPPED OVER THE EDGE � TOP OF LVL 0--4 Q, PANEL SEALANT CONT. �--� >, I CONT. 2-2x8 TRUSS COMPONENT 0.-4 1 -0 8d NAILS @ G" O.C., 8.5. 1113 ROWS OF 8d NAILS @ 3" O.C. INSET 2x — '� %" GWB CEILING FINISH - - -- - -- - - i a IX � . 8d NAIL5 @ G" O.C., 8.5. \ II EXP. FOAM SEALANT CONT. ! INSET 2x STUD 8d NAILS @ Gil O.C., B.S. \ 8d NAILS, @ G O.C., B.S. INSET 2x TOP PLATE EXP. FOAM SEALANT CONT. O INSET 2x STUD PANEL SEALANT CONT. (/) EXP. FOAM SEALANT CONT. EXP. FOAM SEALANT CONT. PANEL SEALANT CONT. i 4 Y4' STRUCTURAL WALL PANEL 4%4' STRUCTURAL WALL PANEL %" GWB WALL FINISH 4%4" STRUCTURAL WALL PANEL 15 8d NAILS @ G" O.C., 8.5. INSET 2x STUD 6 I 7 TOP OF WALL TO GOOF PANEL DETAIL - G" PANEL FASTENER @ 12" O.C. 5 PANEL RIDGE DETAIL TYPICAL GABLE DETAIL EXP. FOAM SEALANT CONT. SCALE: 1 1/2" = 1'-0" P6 SCALE: i I/2" = I'-0° P6 SCALE: I I/2" = I '-0" 8d NAILS. SEE UPLIFT CALC5 FOR P6 V SPEC SPACING INSET 2x STUD 12 8d NAIL5 @ G" O.C.,B.S. 104' STRUCTURAL ROOF PANEL DOUBLE 2x INSET 12 EXP. FOAM SEALANT CONT. 12" PANEL FASTENER. SEE UPLIFT y PANEL SEALANT CONT. 12" PANEL FASTENER 12" O.C. CALC5 FOR SPEC. SPACING 10 10 EXP. FOAM SEALANT CONT. 104" STRUCTURAL ROOF PANEL PANEL SEALANT CONT. 104" STRUCTURAL ROOF PANEL 5 V CHR(tr �Cl 8d NAIL5 @ 6 O.C., B.S. INSET 2x " 11 GABLE HOOF CONNECTION DETAIL 104" STRUCTURAL ROOF PANEL V THICK STEEL PLATE. SEE DETAIL " SCALE: I I/2" = I'-0" >' 12" PANEL FASTENER @ Gil O.C. McMASTER-CARR Y4" HEADLESS X 3G" EA. SIDE OF TIE ROD; 12" CLEV15 NO. 9389OA224 P6 s O.C. EVERYWHERE ELSE Y4'THICK x 2? STEEL PLATE w/13/6' 0 HOLES - 4/4 STRUCTURAL WALL PANEL / I G" O.C. B.S. PANEL SEALANT CONT. > ? DOUBLE STAINLESS STEEL NUTS PROJECT LOCATION: / 8d NA L5 @ 8d NAILS @ G" O.C., 8.5. \ 3 i 3 INSET 2x STUD INSET 2x 541I THICK x STEEL BLOCK / 4 0 HOLE 7217 Peconic Bay Blvd. ICK 2/ SCE. w / - - - /a STEEL TIE-ROD Laurel,NY G" PANEL FASTENER @ 12" O.C. - � - EXP. FOAM SEALANT CONT. THICK STEEL PLATE DETAIL USE ONLY 51MP50N STRONG-TIE DATE: 8d NAILS @ Gil O.C., 8.5. 8d NAILS. 5EE UPLIFT CALC5 FOR 2 FRAMING SCREWS 5DW5 2230OD5 30 MARCH 2O21 INSET 2x STUD SPEC � SPACING 4" 3" 10" " 3" " 3" 2" ALL HOLES ARE Y4' 0 UNLESS OTHERWISE NOTED EXP. FOAM SEALANT CONT. _- - - _ \ IF Submission Date PANEL SEALANT CONT. 8d NAILS @ G" O.C., B.S. 2 - � Preliminary 12-17-20 4/4 j g- s �� DOUBLE 2x INSET Revision 01-05-21 STRUCTURAL WALL PANEL DOUBLE 2x TOP PLATE FOR WALLS � L o 0 0 � a o � o - PANEL SEALANT CONT. 1 -0NOW. A * K. NO JOINTS 30 EA. 51DE OF Revision 02 02 21 EXP. FOAM SEALANT CONT. { TIE-ROD * STAGGER JOINTS MIN. 24° Revision 03-24-21 104" STRUCTURAL ROOF PANEL EXP. FOAM SEALANT CONT. °O 013�6„ Revision 03-30-21 4 Y4' STRUCTURAL WALL PANEL 1'-0" 4" 1'-0" 9 F CONNECTION DETAIL TIE-KOD CONNECTION DETAIL SCALE: 1�„ = 1'-0" $ FLAT GOOF CONNECTION �00 2 " ' " P 6 SCALE: 1 1/2" = P-0" P 6 SCALE: 1 112" = 1 '- P 6 SCALE: 1 112 = 1 -0 SHEET NO.: of 6 FILE NAME: DeLannoy.dwg DELANNOY RESIDENCE 7217 Peconic IBay Blvd ARCHITECTURAL ABBREVIATIONS LEGEND LAUREL, NY 1 1948 DELANHOY, RR:qj k wz�k ABBR IDESCRIPTION JABBR IDESCRIPTION ABBR IDESCRIPTION 7217 PECONIC BAY BLVD AC AIR CONDITIONING F.O. FACE OF R RISER ACT ACOUSTIC CEILING TILE FS FINISH SLAB R= RADIUS EQUALS LAUREL, NY 11948 ADJ ADJACENT FT FOOT,FEET RA RETURN AIR AFF ABOVE FINISHED FLOOR GA GAUGE RAD RADIUS;RADIATOR APPROX APPROXIMATELY GALV GALVANIZED RB RUBBER BASE ARCHITECTURAL SYMBOLS LEGEND SHEET INDEX PaulRiceArchitecture 45 MAIN STREET ARCH ARCHITECT,ARCHITECTURAL GC GENERAL CONTRACTOR RD,RND ROUND @ AT GO GROUND REF REFER TO;REFERENCE SYMBOL DESCRIPTION STUDIO 1210 & AND Gfl GROUND FAULT INTERRUPTER REFRIG REFRIGERATOR NO TITLE BROOKLYN NY 11201ROOM TEL 718 254 9477 BB BASEBOARD GL GLASS REG REGISTER NAME T-001.00 PROJECT Ft SITE INFORMATION FAX 718 254 9722 BD BOARD GWB GYPSUM WALL BOARD REINF REINFORCE ROOM TAG:NAME,NUMBER,£r AREA T-002.00 PROJECT NOTES,WIN SCHEDULE BTW BETWEEN HD HAND;HEAD REDID REQUIRED SF T-003.00 ADA DIAGRAM CONSULTANTS BLK BLOCK HDWR HARDWARE RES RESILIENT I EX'G CONSTRUCTION A-200.00 CONSTRUCTION PLAN B.O. BOTTOM OF HM HOLLOW METAL RET RETURN A-201.00 FOUNDATION PLAN BR BRIGHT HOA HEIGHT OVERALL REV REVEAL EX'G CONSTRUCTION TO BE REMOVED A-202.00 ROOF PLAN BOT BOTTOM HORIZ HORIZONTAL RM ROOM ° "- NEW CONSTRICTION A-300.00 ELEVATIONS A-301.00 ELEVATIONS BEY BEYOND HT HEIGHT RO ROUGH OPENING I NEW CONCREE CONSTRUCTION A-400.00 FOUNDATION Er CONNECTION DETAILS CAB CABINET HVAC HEATING,VENTILATION 8 SCHED SCHEDULE ----------- OVERHEAD CARP CARPET AIR CONDITIONING SEC SECTION CAT CATALOG INCL INCLUDED SIM SIMILAR -------------------------- HIDDEN BELOW CBB CEMENTITIOUS BACKER BOARD JT JOINT SLNT SEALANT —-— -—- CENTER LINE CEM CEMENT L LENGTH SOFF SOFFIT CFM CUBIC FEET PER MINUTE LACQ LACQUER SP STARTING POINT CHR CHROME LAM LAMINATED;LAMINATIONS SPEC'D SPECIFIED CL CENTERLINE LAV LAVATORY SO. SQUARE EX'G DOOR CLG CEILING LIN LINEAR SS STAINLESS STEEL CLR CLEAR LT LIGHT ST STRAIGHT COL COLUMN LOA LENGTH OVERALL STL STEEL COMB COMBINATION MANL MANUAL STOR STORAGE NEW DOOR CONIC CONCRETE MFR MANUFACTURER STRUCT STRUCTURE;STRUCTURAL CONST CONSTRUCTION MARB MARBLE SUSP SUSPENDED CONTR CONTRACTOR MAX MAXIMUM T TREAD O DETAIL REFERENCE: CP CENTER POINT MECH MECHANICAL TEL TELEPHONE AO.O DISPLAYS DWG IJO a SHEET NO THE PROPERTY IS LOCATED IN : -- R-80 ZONE RESIDENTIAL LOW DENSITY 2 ACRE CT CERAMIC TILE MID MIDDLE TEMP TEMPERED D DEPTH;DEEP MIN MINIMUM THK THICK;THICKNESS DEPT DEPARTMENT MISC MISCELLANEOUS T.O. TOP OF DIA DIAMETER MLWK MILLWORK TOA THICKNESS OVERALL 000 WINDOW TAG: GEOGRAPHIC AND CLIMATE CRITEREA: ON DOWN MO MASONRY OPENING TLT TOILET AA REFERS TO WINDOW SCHEDULE 130 MPH WIND SPEED, DMPR DAMPER MTD MOUNTED T.O. TOP of GROUND SNOW LOAD: 20 PSF, DR DOOR NC NO CHARGE TOS TOP OF SLAB;TOP OF STEEL DTL DETAIL NEG NEGATIVE TR TOP OF REGISTER AO WALL TYPE INDICATOR SEISMIC: °B° CATEGORY DW DISH WASHER NIC NOT IN CONTRACT TYP TYPICAL DWG DRAWING NO;# NUMBER UC UNDERCUT REVISION MARKER LIVE LOADS R301.5 OF NYS RES CODE EA EACH NOM NOMINAL UNO UNLESS NOTED OTHERWISE A ELEC ELECTRICAL;ELECTRIC NTS NOT TO SCALE VCT VINYL COMPOSITION TILE NO. DATE REVISIONS ELEV ELEVATOR OA OVERALL VB VINYL BASE ENCL ENCLOSURE OC ON CENTER VEN VENEER TABLE R301.2(1) EO EDGE OF OD OVERALUOUTSIDE DIM VERT VERTICAL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EQ EQUAL;EQUIVALENT OPP OPPOSITE VEST VESTIBULE EQUIP EQUIPMENT OP'G OPENING VIF VERIFY IN FIELD SEISMIC EX'G EXISTING PART PARTITION;PARTIAL W WIDTH WIND DESIGN DESIGN SUBJECT TO DAMAGE FROM ICE: BARRIER ENG ENGINEER PL PLATE W/ WITH GROUND SNOW WINTER FLOOD AIR FREEZING MEAN ANNUAL LOAD CATEGORY DESIGN TEMP. UNDERLAYMNE ' HAZARDS INDEX TEMP FO FIELD DIMENSION PLAS PLASTER WD WOOD T REQUIRED; . FF FINISH FLOOR P LAM PLASTIC LAMINATE W/D WASHER Fr DRYER TOPOGRAPHIC F. SPECIAL WIND WINDBORNE FROST LINE FIN FINISH PLY PLYWOOD WIN WINDOW SPEED(MPH) EFFECTS REGION DEBRIS ZONE WEATHERING DEPTH TERMITE ; FIX FIXTURE POL POLISHED WC WATER CLOSET 20 PSF 132 mph NO __ NO NO NO SEVERE 3'-0" MODERATE 15 NO NO 510 52.2 FLR FLOOR POS POSITIVE W/0 WITHOUT FLUOR FLUORESCENT PRELIM PRELIMINARY WPF WATERPROOF PTO PAINTED 7-2 MAR 3 1 2023 _ E-I MAP OF SECTION ONE "PROPERTY OF GEORGE I TUTHILL & OTHERS" N/0/F FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY HOMAN REALTY, INC. 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TO 1st FLOOR DECK CONNECTION ;0 M 1 0) O p I , EO 60 ATTACH SHOE PLATE PRIOR TO INSTALLING PANEL INTO PLACE. NAIL 2x SHOE PLATE THRU ;.�.•'.� SUBFLOOR INTO RIM BOARD W/ 0.131 " DIA. ' x 3Y4" LONG GALV. NAILS © 6" O.C., PLUS (3) 0.131" DIA. x 3Y4" LONG GAVL. NAILS INTO EA. FLOOR JOIST. SECURE OSB PANEL SKINS TO 2x SHOE 5. 03.21.2023 ISSUED FOR POOL PERMIT „ 4112"STRUCTURAL 4112"STRUCTURAL 4. 10.08.2020 ISSUED FOR PERMIT PLATE W/ 0.131 DIA. x 2Y2 LONG PANEL PANEL 3. 09.30.2020 ISSUED FOR PERMIT —\ ATTACH RIM BOARD TO EA. t,..:, GALV. NAILS @ 4" O.C. OR EQU. 2. 08.24.2020 ISSUED FOR CLIENT REVIEW JOIST FLANGE W/ (1) I. 05.22.2020 ISSUED FOR PRICING 0.131" DIA. x 2Y2" LONG �'•' +" APPLY FENTRIM IS 20 NO. DATE ISSUED TO GALV. NAILS. SIP TAPE @ INT. JOINT TOE NAIL RIM BOARD INTO 3/4" SUBFLOOR DECKING W/ Y4" BEAD 1ST FLOOR 1ST FLOOR P.T. SILL PLATE W/ OF SUBFLOOR ADHESIVE, ATTACH � I I 0.131" DIA. x 2Y2" LONG DECKING W/ #8 x 2" WOOD SCREWS ' I , GALV. NAILS. ® 6" O.C. @ 6" O.C. AROUND THE SUPPORTED PERIMETER ' I & 12" O.C. IN THE FIELD OF EA, SHEET. PROJECT 3 DECK SYSTEM DELANNOY RESIDENCE ' 7217 Peconic Bay Blvd LAUREL, NY 11948 P.T. SILL PLATE I I U ' -_--_ ___-- P01 RED CONCRETE '-_ -- ' 8" POURED CONCRETE ,... o FOOTING FOOTING Ld Ld :;: $„ CRAWL SPACE CRAWL SPACE SHEET TITLE ANCHOR BOLTS BY OTHERS. ;:;. 8„ PANEL CONNECTION 0 4"CONC. PAD o -4"CONC. PAD DETAILS M co NOTE: ALL RED DOTS - APPLY CONTINUOUS DIA. BEAD OF MASTIC SEALANT o 0 BETWEEN 2x MEMBER & PANEL FOAM. ANEL PANEL SILL CONNECTION DETAIL 3 STRUCTURAL INSULATED PANELS — ' — - — — — - SEALAND SIGNATURE DATE SCALE: 1 = 1 —0" P.O.Box 185, 53 Stow Drive West Chesterfield, NH 03466 (603) 256-8800 2'-0" 2'-0" ��tE D q PROJECT NUMBER 1'-0"x 2'-0"POURED 1'-0"x 2'-0"POURED c�gC �Cy CONCRETE FOOTING �` OZ�R DRAWN BY CONCRETE FOOTING ¢�i Q F � GD •� � SECTION DETAIL @ LIVING & KITCHEN SECTION DETAIL @ EAST & WEST WI ° +, REVIEWED BY(4 PR d SHEET NUMBER TYP. FOUNDATION TYP. FOUNDATION7 �' -,� ,:. '�I• SCALE 3/4" = 1'-O" 2 SCALE 3/4" = 1'-0" 1 ^�J 0�969� Q� ��OP NE\N A-400 . 00 CAD FILE PaulRiceArchitecture SEAL : �OF NEWY h r � n - I w FESS104 GENERAL NOTES REFER TO STRUCTURAL PLANS REGARDING DESIGN FOR SOIL STABILIZATION BECAUSE OF THE EXISTING SOIL CONDITIONS. NO GROUND WATER SHALL EXIST WITHIN THE LIMITS OF THE EXCAVATION. r NO SURCHARGE DUE TO ADDITIONAL LOADING SHALL EXIST WITHIN 6'-0" U OF THE SHALLOW END AND 8'-0" FROM THE DEEP END MEASURED HORIZONTALLY FROM THE TOP OF POOL. S 19'56'20" E POURED CONCRETE SHALL CONFORM TO THE LATEST EDITION OF EXISTING FENCE (TYP. ACI 318. ALL CONCRETE SHALL BE 4000 PSI, r �l• w AT PROPERTY LINES > ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615. ALL BAR W W LAPS SHALL BE A MINIMUM OF 40 BAR DIAMETERS. p'-I Z ALL PIPE AND FITTINGS SHALL BE POLYVINYL CHLORIDE, (PVC) i SCHEDULE 40 AND ALL JOINTS SHALL BE SOLVENT WELDED. Zd- o ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE I NATIONAL ELECTRICAL CODE (NEC). AN UNDERWRITERS CERTIFICATE IS i - REQUIRED FOR ALL ELECTRICAL WORK. M ALL WALKS SURROUNDING THE POOL SHALL BE IMPERVIOUS, NON-SLIP, z N AND SLOPE AWAY FROM THE POOL AT A GRADE OF OF 1/4" PER FT. U THE SWIMMING POOL SHALL BE SURROUNDED WITH A MINIMUM 4' HIGH 131'-2" FENCE HAVING A SELF CLOSING, SELF LATCHING GATE, OPENING OUTWARD AWAY FROM THE POOL AND AN ALARM IN ACCORDANCE777774777777777 a ►� `� WITH THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE. I-•� O DELANNOY [=-20' MIN. RESIDENCE THE SWIMMING POOL SHALL BE CONSTRUCTED IN ACCORDANCE WITH Z N ' PROPOSED EQUIPMENT THE LATEST EDITION OF THE AMERICAN NATIONAL STANDARDS INSTITUTE "RESIDENTIAL INGROUND SWIMMING POOLS ANSI NSPI-5 AND O O W W PAD LOCATION (ANSI) RESIDENT " / u a q H 0r CHAPTER 41 OF THE RESIDENTIAL CODE OF NEW YORK STATE. Ll w � o V WATER SUPPLY SHALL BE SUPPLIED BY THE OWNER. V) :2 132'-2" 32'-p„ 5'-0" o a MIN. PROPOSED 0j = m POOL to o a n ci w W f Q w _"IT - ZO -v, o o G? U a� C a o ea U a- 13 ' ~a ra �� Z SITE PLAN - POOL .,.� y ;; w w SCALE: 1"=20'-0" l '° Q � rn ~ OO W 7=17 Pec',tic Bay St-.d. � O f 4,'' �Ld�rcl, tJY I1'"sue? U C7 a O O Z Z Z Z t O O z eW >' E-- ti' Eli W w y O yy` CYO _ + N z z �� 'r r ! O z ` GO tale 21 -5y»i, w N THESE PLANS ARE AN PROJECT LOCATION INSTRUMENT OF SERVICE AND ARE THE PROPERTY KEY MAP OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.