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Home My WebLink About47148-Z lji�w� C �o�Og11FFO1��oGy� Town of Southold 7/22/2023 a ; P.O.Box 1179 h 53095 Main Rd Southold,New York 11971 .�.rrxcvx.a c CERTIFICATE OF OCCUPANCY No: 44330 Date: 7/22/2023 THIS CERTIFIES that the building COMMERCIAL Location of Property: 62005 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 40.-1-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/26/2019 pursuant to which Building Permit No. 47148 dated 11/29/2021 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: reconstruction of motel building(east building with 10 units)as applied for. The certificate is issued to North Rd Hotel LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-22-0317 5/17/2023 ELECTRICAL CERTIFICATE NO. 47148 '5/11/2023 PLUMBERS CERTIFICATION DATED 6/6/2023 Ndy Pl m 'ng LLC Aut n ed S' n tore v� SUF Q TOWN OF SOUTHOLD BUILDING DEPARTMENT c TOWN CLERK'S OFFICE o • r 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#: 47148 Date: 11/29/2021 Permission is hereby granted to: Jerad Motel Corp 21695 Soundview Ave Southold, NY 11971 To: (East Building) AMENDED 11/7/22 for demolition/reconstruction of motel building per SCHD approval. AMENDED 3/30/22 for additions and alterations (east building) as applied for. construct flood repairs to existing motel as applied for. Replaces BP#43529 At premises located at: 62005 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-1-1 Pursuant to application dated 11/29/2021 and approved by the Building Inspector. To expire on 5/31/2023. Fees: PERMIT RENEWAL $150.00 FIRE SPRINKLERS $250.00 AMENDMENT TO PERMIT $1,440.00 ELECTRIC $270.00 ELECTRIC $125.00 AMENDMENT TO PERMI $187.20 Building Inspector 1'S yg�FFQI TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY Y. � 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#: 47148 Date: 11/29/2021 Permission is hereby granted to: Jerad Motel Corp 21695 Soundview Ave Southold, NY 11971 To: (East Building) AMENDED 11/7/22 for demolition/reconstruction of motel building per SCHD approval. AMENDED 3/30/22 for additions and alterations (east building) as applied for. construct flood repairs to existing motel as applied for. Replaces BP# 43529 At premises located at: 62005 CR 48, Greenport SCTM # 473889 Sec/Block/Lot#40.-1-1 Pursuant to application dated 11/29/2021 and approved by the Building Inspector. To expire on 5/31/2023. Fees: Total: $2,422.20 Building Inspector �o�su�Fat c TOWN OF SOUTHOLD y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47148 Date: 11/29/2021 Permission is hereby granted to: Jerad Motel Corp 21695 Soundview Ave Southold, NY 11971 To: construct flood repairs to existing motel as applied for. Replaces BP#43529 *AMENDED 3/30/22 for additions and alterations as applied for. At premises located at: 62005 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-1-1 Pursuant to application dated 11/29/2021 and approved by the Building Inspector. To expire on 5/31/2023. Fees: PERMIT RENEWAL $150.00 FIRE SPRINKLERS $250.00 AMENDMENT TO PERMIT $1,440.00 Total: $1,840.00 i ector UFF cG TOWN OF SOUTHOLD y BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE • �fi� SOUTHOLD, NY L 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#: 47148 Date: 11/29/2021 Permission is hereby granted to: Jerad Motel Corp 21695 Soundview Ave Southold, NY 11971 To: Construct flood repairs to existing motel as applied for. Replaces BP# 43529 At premises located at: 62005 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-1-1 Pursuant to application dated 11/29/2021 and approved by the Building Inspector. To expire on 5/31/2023. Fees: PERMIT RENEWAL $150.00 Total: $150.00 Bu' nVI n spb ctor TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERKS OFFICE o • SOUTHOLD, NY y�ol � yaa�4 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43529 Date: 3/6/2019 Permission is hereby granted to: Jerad Motel Corp 21695'Soundview Ave Southold, NY 11971 To: construct flood repairs to existing motel as applied for. At premises located at: 62005 CR 48, Greenport SCTM #473889 Sec/Block/Lot# 40.-1A Pursuant to application dated 2/26/2019 and approved by the Building Inspector. To expire on 9/4/2020. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 CO -COMMERCIAL $50.00 Total: $300.00 Building nspector 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 r Date. -2/14, ` q New Construction: Old or Pre-existing Building: (check one) Location of Property: &.2 DOER-&-& #6 �il1.n azll1 : House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 4110 Block / Lot f Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplicant Signature pF SO!/j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 Q�y'r01JNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North Rd Hotel LLC Address: 62005 CR 48 city:Greenport st: NY zip: 11944 Building Permit#: 47148 Section: 40 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Wildwood Electric License No: 4836ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service X Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic X Garage INVENTORY Service 1 ph X Heat Pump 60A Duplec Recpt 55 Ceiling Fixtures 6 Bath Exhaust Fan 10 Service 3 ph Hot Water gaSX2 GFCI Recpt 20 Wall Fixtures 24 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 75 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 10 Combo Smoke/CO 12 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 2 Disconnect Switches 55 4'LED Exit Fixtures Sump Pump Other Equipment: Mini Fridge - 10 Notes: East Building Inspector Signature: Date: May 11, 2023 S.Devlin-Cert Electrical Compliance Form �o��,oe soulyolo # * TOWN OF.SOUTHOLD BUILDING DEPT. coutom 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] CAULKING REMARKS: Tt n q, �j tALj_ C*�,l aht�, OtHWAW-7 1 DATE /a INSPECTOR !� OF SOGIyO� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: m - i � OVIA vwv DATE INSPECTOR o�*oF So�Tyo 9-718 (02-00 S # # r SOUTHOLD BUILDING DEPT. TOWN OF SOOT O `�courme�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION A [ ] PRE C/O [ ] RENTAL REMARKS: TI- ovf) A DATEINSPECTOR OF 50GlyO� -- - # # TOWN OF SOUTHOLD BUILDING DEPT. courm,N 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULONG [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI1OD [ ] PRE C/O [ ] RENTAL REMARKS: r'�� 6r4 r A(�ej- ra�)' tevv .� o►� DATE loyll INSPECTOR 1$ ti��OF SOUly�l o # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. 1��✓ WI/ 3 x7,9w �t lvm cOro lGw - DATE INSPECTOR SO!/T�o`o TOWN- OF SOUTHOLD BUILDING DEPT. `ycoorm,��' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND ] INSULATION/CAULKIN� [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: pVW -f-D ('0✓ 1 VIS W1 1�1�c1v DATE ?/ INSPECTOR Wi& Of SOUIy�I V , w # # TOWN OF SOUTHOLDbUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: oV DATE Y INSPECTOR Town Hall Annex �y�r Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 izk Q Southold,NY 11971-0959 - BUILDING DEPARTMENT JUN _ 7 2023 TOWN OF SOUTHOLD �7�' `fish Ft>y .0.I .R'T'IFICA1'ION Date: � J Building Permit No. Owner: UQhr � (Please print) Plumber: Pi u . : ` I. J(Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. �C, (Plumbers Signature) Sworn to before me this day of 11DC 20_(2a Notary Public, �Ajg:__County 2tiquNo.0106397181 Cummings \OMOFNEW YORK .0106397181 iablk County 0i*0910912023, studiopedrazzi architects architecture + design ® E C I� V April 6, 2022 MAY, ' 41092 BUILDING DEPT. TOWN OF SOUTHOLD Town of Southold 53095 Route 25 Southold, New York 11971 Re: 62005 Route 48, Greenport, New York BP# 47148— Rough Plumbing and Footing Inspection To whom it may concern: This letter shall certify that the rough plumbing and footings for the roof extension have been installed in accordance with the approved plans and applicable NYS code. �L S R.P Q yA t Tom Pedrazzi studiopedrazzi Architecture + Design 917-796-5451 200 W.58th Street Suite 10C New York,NY 10019 fax/p 917.796.5451 tom@studiopedrazziarchitects.com studiopedrazzi architects architecture + design May 26, 2023 Town of Southold 53095 Route 25 Southold, New York 11971 Re: 62005 Route 48, Greenport, New York BP# 47148— Inspection Certificate To whom it may concern: This letter certifies that the enclosed insulation certificates, the buildings referenced therein comply with ASHRAE 90.1. USS R. h i Tom Pedrazzi studiopedrazzi Architecture + Design 917-796-5451 200 W.581'Street Suite IOC New York,NY 10019 fax/p 917.796.5451 tom@studiopedrazziarchitects.com ti studiopedrazzi architects architecture + design 1 Town of Southold Southold, New York I 1971 Re: 62005 Route 48, Greenport, New York ,BF%4Tice+ To whom it may concern: This letter shall confirm that the additional scope of work set forth in the enclosed amended plans, when taken together with the scope of work set forth in the approved permit set of plans, does not constitute a substantial improvements. SEP. 2 a 2022 I Tom Pedrazzi studiopedrazzi Architecture + Design 917-796-5451 ,Montau'k Hwy'D &er i IM, '11976 p 917.796.6457 tom@studiopedrazziarchitects.com ROCKET INSULATION LLC 65B AIR PARK DRIVE RONKONKOMA, NY 11779 P: 6317509075 F: 6317509076 4Igmaii.coZNSULATION www.RocketSprayFoam.com rocketinsulationa@m & COATINGS L Insulation Certificate This Form must be filled out and posted to comply with building code requirements. The following products have been installed in accordance to manufacturer's-guidelines by a qualified installer. Fiberglass Insulation manufactured by: Owens Corning ' Foam spray manufactured by: BASF - MAY 2 6 2023 EAST BUILDING Y Area Insulated Thickness/Aged R-Value** 2n' Floor Flat Ceiling R30x16 Kraft Fiberglass 2x4 Exterior Walls R15x15 Kraft Fiberglass 2x6 Exterior Walls R21x15 Kraft Fiberglass Air Seal Seal Seams& Edges of Plywood Exterior Hilt! Foam Sealant Walls Interior Walls(Partition Walls Both Sides of OC 2x16 Rockwool Double Framed Wall) First Floor Ceiling w/Tigers Teeth OC 6x16 Rockwool Rear Overhang w/Tigers Teeth R30x16 Kraft Fiberglass Basement Ceiling w/Tigers Teeth R30x16 Kraft Fiberglass Exterior Walls 2.5" Nominal Closed Cell Foam R17.25 2x4 Exterior Walls (Main Building) 3" Nominal Closed Cell Foam R21 Bathroom Interior Walls OC 3x16 Rockwool **Nominal thicknesses are representative of field, spray-applied foam material. R-Value is based on manufacturer's claims Jobsite Address:Sunset Motel 62005 N Road Greenport, NY 11944 Date of.installation:04/18/2023 Building Contractor: North Road Hotel- Installed otel Installed By: Rocket Insulation LLC `E PS R. -Post Near Electric Panel- fig �,t.►�; r , r 1 t,T •'��N1 jf �Y` . SUNSET MOTEL #1 ATTIC Fire Sprinkler Reports for ',62005 F( t 48. Y G' N ik 1684 . .... Prepared By. John Condon A11r, Condon Engineering,P.C. gngg 1755 Sigsbee Road WG DEPS. Matfituck,New York 631-298-1986 8-12-2022 Elite Software Development,Inc. Eire-Eire.Spriniler Ifydrauilcs Calculation Program Sunset Motel Attic Condon Engineering Pans 2 Matlituck,MY 11952 General Project Data Report neva � - - Project Title: Sunset Motel Attic Project File Name: Sunset Motet#1 Attic.Aw Designed By: John Condon Date: 8-12-2022 Code Reference: NFPA 13 R Approving Agency: LOCAL JURISDICTION Client Name: Sunset Motel#1 Phone: Address: 62005 Route 48 City, State Zip Code: Greenport, New York Company Name: Condon Engineering, P.C. Representative: John Condon Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Sunset Motel#1 Attic Building Owner. Dan Pennessi Contact at Building: Phone at Building: Address Of Building: 62005 Route 48 City, State Zip Code: Greenport, New York # 7777 r Da .O eC , Description Of.Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 719 ft2 Maximum Area Per Sprinkler. 180 ft2 LK Default Sprinkler K Factor: 5.60 .K Default Pipe Material: SCHED 40 STEEL Inside Hose Stream Allowance: 50.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Reliable Model: G-5 Make: Relia155 F Size: 112 Temperature Rating: NONE S S# wa Source Of Information: SCWA 2-3 2022 Test Hydrant ID: 825137000 Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 64.00 psi Test Flow Rate: 1922.00 gpm Test Residual Pressure: 44.00 psi Calculated System Flow Rate: 80.81 gpm Calculated Inflow Residual Pressure: 61.10 psi Available Residual Pressure At 63.94 psi System Flow: ..r Ufa# on: "P o ec Calculation Mode: Demand minimum Desired : 0.10 gpmlft2 HMD Minimum Residual Pressure: 7.00 20.00 psi Maximum Fr donallLoss 110ow 0 feet : 20.00 psi Maximum Water Velocity: ftfs Number Of Active Nodes: 18 0 Number Of Active Pipes: 17 Number Of inactive Pipes: Number Of Active Sprinklers: 4 Number Of Inactive Sprinklers: 0 C:\...\Sunset Motel#1 Attic.fiw Friday,August 12,2022,4:00 PM ' r Elite Software Development,Inc. Fire-Fire Sprinkler Hydraulics.Calculation Program Sunset Motel Attic Condon Engineering Page 3 Mattit &,NY 11952 Fire Sprinkler Input Data- 77 ata -- e Area Grou Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Dia KFactor(K) Estima Branch te(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Sind Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(KZ Sprinkler A 5.60 10.54 20.50 0.00 1 0.000 0.0 0.0 0.00 2 Sprinkler A 50 0 10.33 23.00 0.00 0.0 0.0 0.00 3 Sprinkler 0 OU 5. 0600 15.08 20.50 0.00 0.0 0.00 Sprinkler A 5.60 16.70 20.50 0.00 4 - 0.000 0.0 --- 0.0 0.00 No Discharge - N/A 28.00 20.50 0.00 5 0.000 0.0 --- 0.0 0.00 No Discharge - N/A 28.63 23.00 0.00 6 _ _ 0.000 0.0 0.0 0.00 10 No Discharge 0.000 O U 0035.63 18.00 0.00 . 0.00 14 No Discharge 0.000 p p 44'78 0.00 0.00 0.0 0.00 No Discharge - N/A 45.26 0.00 0.00 16 0.000 0.0 - 0.0 0.00 No Discharge --- N/A 47.02 -4.00 0.00 18 - 0.000 0.0 ---- 0.0 0.00 43 No Discharge 0.000 N/A p 47'22 -4.00 0.00 0.0 0.00 No Discharge --- N/A 46.38 -2.00 0.00 44 0.000 0.0 - 0.0 0.00 No Discharge --- N/A 46.51 -2.00 0.00 45 0.000 0.0 ---- 0.0 0.00 No Discharge --- N/A 42.22 8.00 0.00 48 0.000 0.0 ---0.0 0.00 No Discharge - N/A 44.21 3.50 0.00 50 0.000 0.0 -- 0.0 0.00 52 No Discharge 0.000 NIA U 57.23 3.50 0.00 0.0 0.00 C:\...\Sunset Motel#1 AtticAw Friday,August 112,2022,4:00 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Candon'Enginsering Sunset Motel Attic MaWtudc,W 11952 Pa e 4 Fire Sprinkler Input Data Data co In ut. -Node: p ,. Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. . Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor 55 No Discharge — NIA 60.51 -40.0 0 00 — 0.000 0.0 60 No Discharge -- N/A 61.100 -40.0 0 00 0.000 0.0 C:\...\Sunset Motel#1 Attic.fiw Friday,August 12,2022,4:00 PM Elite Software DevelopFotent,Inc. Fire-FireSprinkler Hydraulics Calculation Program Sunset l Attic Condon Engineering Pa e 5 Mattitua,W 11952 Fire Sprinkler Input Data Pi- e to pot Dat P.. Nominal Type Fitting Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Group Data Length Length Length (gpmlinch- Node Node (inch) (feet) (feet) (feet) psi) 1 2 SCHED 40 STEEL BLK 1.000 0 8.00 0.00 8.00 120 2 3 SCHED 40 STEEL BLK 1.000 0 E 8.00 1.40 9.40 120 3 4 SCHED 40 STEEL BLK 1.500 0 14.00 0.00 14.00 120 4 5 SCHED 40 STEEL BLK 1.500 0 E 50.00 2.80 52.80 120 5 6 SCHED 40 STEEL BLK 1.500 0 8.00 0.00 8.00 120 6 10 SCHED 40 STEEL BLK 1.500 0 2E 17.00 5.60 22.60 120 10 14 SCHED 40 STEEL BLK 2.000 0 E 18.00 3.50 21.50 120 14 16 SCHED 40 STEEL BLK 2.000 0 E 4.00 3.50 7.50 120 16 18 SCHED 40 STEEL BLK 4.000 0 E 3.50 7.10 10.60 120 18 43 SCHED 40 STEEL BLK 4.000 0 3E 60.00 21.30 81.30 120 43 44 SCHED 40 STEEL BLK 4.000 0 E 2.00 7.10 9.10 120 44 45 SCHED 40 STEEL BLK 4.000 0 E 45.50 7.10 52.60 120 45 48 SCHED 40 STEEL BLK 4.000 0 E 10.00 7.10 17.10 120 48 50 SCHED 40 STEEL BLK 4.000 0 T 4.50 14.20 18.70 120 50 52 Backflo Prev 13.000 Loss 52 55 SCHED 40 STEEL BLK 4.000 0 E 7.00 7.10 14.10 120 55 60 SCHED 40 STEEL BLK 4.000 0 ET 220.00 21.30 241.30 120 C:\...xSunset Motel 01 Attic.fiw Friday,August 12,2022,4:00 PM Eire Fi - re Sprinkler Hydraulics Calculation Program r Elite,Software Development,Inc. Condon Engineering Sunset Motel Attic Page 6 Matlittuck,NY 11952 Fire Sprinkler Output Data -GPvuin � Out �put Data`:::-:' , Overall:No�e . .p-_..9 _ . . - Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In(-) Residual Flow At Beg. _Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node(gpm 1 2 0 0.00 18.18 0.00 0.00 10.54 2 1 0 0.00 18.00 0.00 0.00 10.33 0.00012 2 3 0 0.00 3 2 0 0.00 21.75 0.00 0.00 15.08 0.00011 3 4 0 0.00 4 3 0 0.00 22.88 0.00 0.00 16.70 0.00019 4 5 0 0.00 5 4 0 0.00 0.00 0.00 0.00 28.00 5 6 0 0.00 6 5 0 0.00 0.00 0.00 0.00 28.63 6 10 0 0.00 10 6 0 0.00 0.00 0.00 0.00 35.63 10 14 0 0.00 14 10 0 0.00 0.00 0.00 0.00 44.79 14 16 0 0.00 16 14 0 0.00 0.00 0.00 0.00 45.26 16 18 0 0.00 18 16 0 0.00 0.00 0.00 0.00 47.02 18 43 0 0.00 43 18 0 0.00 0.00 0.00 0.00 47.22 43 44 0 0.00 44 43 0 0.00 0.00 0.00 0.00 46.38 44 45 0 0.00 45 44 0 0.00 0.00 0.00 0.00 46.51 45 48 0 0.00 48 45 0 0.00 0.00 0.00 0.00 42.22 48 50 0 0.00 50 48 0 0.00 0.00 0.00 0.00 44.21 50 52 0 0.00 52 50 0 0.00 0.00 0.00 0.00 57.23 52 55 0 0.00 55 52 0 0.00 0.00 0.00 0.00 60.51 55 60 0 0.00 QX...\Sunset Motel#1 MOW Friday,August 12,2022,4:00 PM Flre-Fire Sprinkler H rauGcs Calculation Program , EI�e Software Development,Inc. Yd r Sunset Motel Attic Condon Engineering Page 7 Mattituck,NY 11852 Fire Sprinkler Output Data `it d OU �-.ut Data:: .c, . Overail:�Nod6,:Group>!ngs:: p _. Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow B R Residual Flow ANode tance Beg. Beg. End. Type Flow mate At Beg. Node Out(+) In(-) Node Node Group (gpm) (gpm) (gpm) (qpm) Pressure(psi) Node(gpm) 60 55 0 0.00 0.00 0.00 0.00 6110 C:1...\Sunset Motet#1 Attic.fiw Friday,August 12,2022,4:00 PM Elite Softvrare Development,Inc. Fire-Fire Sprinlder Hydraulics Calculation Program + Sunset Motel Atfic Condon Engineering Pae 8 Mattituck,NY 11952 Fire Sprinkler Output Data q(gpm) F. L. Pipe-Len. PF-(psi) Beg. Nodal Spk/Hose Residual Nom. Dia. Q(gpm) (psilft) Fit-Len. PE-(psi) End. KFactor ElevationDischarge Pressure Inside Dia. Velocity Fittings Tot-Len. PT-(Psi) Node (K) (feet) (gpm) (psi) C-Value (fps) Type-Grp (ft) 1 5.60 20.50 18.18 10.54 1.00 0.00 0.10914 8.00 0.873 2 5.60 23.00 18.00 10.33 1.049 18.18 ----- 0.00 -1.083 SCHED 40 STEEL BLK 120 6.75 0 8.00 -0.209 2 5.60 23.00 18.00 10.33 1.00 0.00 0.38984 8.00 3.665 3 5.60 20.50 21.75 15.08 1.029 13.43 0 9.40 4.36.18 E 1.40 083 SCHED 40 STEEL BLK 47 3 5.60 20.50 21.75 15.08 1.50 0.00 0.11561 14.00 1.618 4 5.60 20.50 22.88 16.70 1.610 57.93 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 9.13 0 14.00 1.618 4 5.60 20.50 22.88 16.70 1.50 0.00 0.21403 50.00 11.301 5 0.00 20.50 0.00 28.00 1.610 . 80 81 0 52.80 80 130101 SCHED 40 STEEL BLK 5 0.00 20.50 0.00 28.00 1.50 0.00 0.21403 8.00 1.712 6 0.00 23.00 0.00 28.63 1.6200 8. 4 0 8.00 0.630 08 SCHED 40 STEEL BLK 6 0.00 23.00 0.00 28.63 1.50 0.00 0.21403 17.00 4.837 10 0.00 18.00 0.00 35.63 1.620 80.81 4 2E 5.60 2.165 0 22.60 7.002 SCHED 40 STEEL BLK 10 0.00 18.00 0.00 35.63 2.00 0.00 0.06339 18.00 1.363 14 0.00 0.00 0.00 44.79 2.06270 80.81 E 3.50 7.794 0 21.50 9157 SCHED 40 STEEL BLK 14 0.00 0.00 0.00 44.79 2.00 0.00 0.06339 4.00 0.475 16 0.00 0.00 0.00 45.26 2.020 80.817.73 U .50 0.475 3.50 0.000 SCHED 40 STEEL BLK 16 0.00 0.00 0.00 45.26 4.00 0.00 0.00247 3.50 0.026 18 SCHED 40 TEFL BLK 0.00 47.02 4120 26 82.04 0 10.60 1.758 18 0.00 -4.00 0.00 47.02 4.00 0.00 0.00247 60.00 0.200 43 0.00 -4.00 0.00 47.22 4026 80.81 2.04 3E 21.30 0.000 0 81.30 0.200 SCHED 40 STEEL BLK 43 0.00 4.00 0.00 47.22 4.00 0.00 0.00247 2.00 0.022 44 0.00 -2.00 0.00 46.38 4.020 82.04 0 9.10 0.8 66 SCHED 40 STEEL BLK 844 44 0.00 -2.00 0.00 46.38 4.00 0.00 0.00247 45.50 0.130 45 0.00 -2.00 0.00 46.51 4.026 80.81 E 7.10 0.000 SCHED 40 STEEL BLK 120 2.04 0 52.60 0.130 C:1...\Sunset Motel#1 AtticAw Friday,August 12,2022,4:00 PM Elite Software Development,Inc. Fire-Fire Sprinlder Hydraulics Calculation Program Sunset Motel Attic Condon Engineering Page 9 Mattituck,NY 11952 Fire Sprinkler Output Data a �ont.d ut:_Dat e Out � ra11.Pt ..l - -0ve .p- p --- q(gpm) F. L.lft Pipe-Len. PF-(psi) Beg. Nodal Elevation Spk/Hose Residual Nom. Dia. Q(9prn) (psi/ft) Fit-Len. PE-(psi) End. KFactor Discharge Pressure Inside Die. Velocity Fittings Tot-Len. PT-(psi) Node (K) (feet) (gpm) (psi) C-Value (fps) Type-Grp (ft) 45 0.00 2.00 0.00 46.51 4.00 0.00 0.00247 10.00 0.042 48 0.00 8.00 0.00 42.22 4.02 . 0 17.10 -4.288 6 8281 SCHED 40 STEEL BLK 120 48 0.00 8.00 0.00 42.22 4.00 0.00 0.00247 4.50 0.046 50 0.00 3.50 0.00 44.21 4.026 80.81 T 14.20 1.949 SCHED 40 STEEL BLK 120 2.04 0 18.70 1.995 50 Backflo 3.50 44.21 80.84 Prev 52 13.00 psi 3.50 57.23 52 0.00 3.50 0.00 57.23 4.00 0.00 0.00247 7.00 0.035 5g 0.00 -4.00 0.00 60.51 4.026 80.81 E 7.10 3.248 SCHED 40 STEEL BLK 120 2.04 0 14.10 3.282 55 0.00 -4.00 0.00 60.51 4.00 0.00 0.00247 220.00 0.595 60 0.00 -4.00 0.00 61.10 4.0260 $2 04 0 241 30 0.595 81 ET 21.30 0.000 SCHED 40 STEEL BLK Friday,August 12,2022,4:00 P C:\...\Sunset Motel#1 Atticfiw M Fire-Fine Sprinider Hydraulics Calculation Program Elite Software Development,Inc. Condon•Engineering Sunset Motet Attic MatNY 11952 Page 10 titdo Fire Sprinkler Output Data -Out O erall S- 1416 a ar p.- Flowing Sprinkler Residual Flowing Sprinkler Area Group Sprinkler Flowing Area Density Discharge Sprinkler ICFactor(IQ Elevation Pressure (�) a Node No Code (feet) (psi) Density (gpm) 1 A 5.60 20.50 10.54 180.00 0.101 18.18 2 A 5.60 23.00 10.33 180.00 0.100 18.00 3 A 5.60 20.50 15.08 180.00 0.121 21.75 4 A 5.60 20.50 16.70 180.00 0.127 22.88 Sub Totals For Group A 720.00 0.112 80.81 Totals For All Groups 720.00 0.112 80.81 C:\...\Sunset Motel#1 Attic-ft Friday,August 12,2022,4:00 PM Fire-Fire Sprinkler Hydraulics calculason-program Ebbe Software Development,Inc. Sunset Motel Attic "Condon Engineering ENO 11 MaWWck,NY 11952 Fire Sprinkler Output SummarY- z - ■` "' - �G'. ost:D.emandlin S •rmkt+�r�N�c! _ -[H AT HMD Sprinkler Node Number 2 HMD Actual Residual Pressure: 10.33 psi HMD Actual Flow: 18.00 gpm m riln kleir: rly, _ Sprinkler System Type: Wet Specked Area Of Application: 719.00 ft2 Minimum Desired Density: 0.100 gpm/ft2 Application Average Density: 0.112 gpm/ft2 Application Average Area Per Sprinkler. 179.75 ft? Sprinkler Flow: 80.81 gpm Average Sprinkler Flow: 20.20 gpm `ma . ami�aiance_ .Flow Veioc�ty.And _ �L- Maximum Flow Velocity(In Pipe 0-0) 0.00 ft/sec Maximum Velocity Pressure(In Pipe 0-0} 0.00 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0094 psi Actual Average Nodal Pressure Imbalance: 0.0017 psi Actual Maximum Nodal Flow Imbalance: 0.0002 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm .-O.vOrall NOW Number Of Unique Pipe Sections: 17 Number Of Flowing Sprinklers: 4 Pipe System Water Volume: 247.08 gal Sprinkler Flow: 80.81 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 61.10 psi Node: 80.81 gpm Demand Flow At System Inflow Node: C:1...1Sunset Motel#1 Attic.fiw Friday,August 12,2022,4:00 PM ' k Elibe.Soft+nr'ire Development.Inc. Fire-fire.Sprinlder HyMautica Calculation Program Sunset Motel Attic Condon Engineering . Paige 12 Mattituck,NY 11952 l=ore Sprinkler Output Data .e ma na r °h ` =S u -rD AU t I _l�. . dra . _ 100 so - 80 .N 70 a � 60 so q4 CL 40 30 20 '0 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Supply Curve Data Static Pressure:64 psi Test Residual Pressure:44 psi Test Flow Rate: 1922 gpm Demand Curve Data Calculated Residual Pressure:61.10 psi Calculated Flow Rate:80.81 gpm Excess Available Residual Pressure At Calculated Flow.2.84 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow:23.61 psi C:\...\Sunset Motel#1 AMON Friday,August 12,2022,4:00 PM • • • • COMMENTS FOUNDATION w 'Moll r ROUGH FRAMING T Md 17,M q T7 PLUMBINGFIRM , s „M I Ur - I WOE.! Mri n_1 - � � .0./. 71 mt INSULATION PER N.Y. �,lplmv ml Waf RUN AbDITIONAL COMMENTS ri �►.� L 0 V / • A 1 l r j 1 L� .y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees �( C.O.Application Flood Permit Examined ,® ,�01C� Single&Separate ��0 ? 6 Truss Identification Form r Storm-Water Assessment F m .t;,+� � � Contact: G Approved ,204, 0' ® Ara , *fallgo: A Z, I, Ce Disapproved a/c J V Phone: Expiration' ,20 Buildin pector APPLICATION FOR BUILDING PERMIT Date � Lb a� , 20_a INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. ^" e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address o applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises c d `m� C>, c p (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (N e- and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 40 Block l Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy m v kl b. Intended use and occupancy roto rime- 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition ? + ,r "' 4`OSher Work . briy)Q .y lech I r lor0 6te— (Description) 4. Estimated Cost I'-1 ti�= Fee r' (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each Odor If garage, number of cars 6. If business,,commercial,or mixed occupancy, specify nature and ext ent`of.gach,tYpe of use. . 7. Dimensions of existing structures, if any: Front Rear Depth Height 1 • . .1 Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO L Will excess fill be removed from premises? YES NO 14 r-, Wei;eet e f lCO& f'-0 *act S-hee.f-,V&j SLJO�L 14. Names of Owner of premises Address Pbone No. Name of Architect AOL - - Address 2�WjwA lAe S-hone No l 3/ -7J- y- Name of Contractor 0 Address Doenx 11-77 Phone No. 631 - .3 7 9- 17 w:�> -*moil fm 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Z� * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) c'-Cal SS: COUNTY OF jkmv `wl Arfl v &t7,%Pill being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contrac r,Agent, 0orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th' oZ day of bi'U1 20j_q__ DWYER Notary Public OTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2(:_)A,.2_ J S� �k BUILDING DEPARTMENT- Electrica�nsjecto P 2 2022 TOWN OF SOUTHOLD e11 ' Town Hall Annex- 54375 Main Road - PO Box 1179' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov - seand casoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9/22/22 Company Name: Wildwood Electric Inc. Electrician's Name: Ralph Passantino License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) Name: North Road Hotel ( East Building ) Address: 62005 CR48, Greenport, NY. Cross Street: Chapel Lane Phone No.: 914-582-7861 Bldg.Permit#: 47148 email:danielpennessi@gmail.com Tax Map District: 1000 Section:40 Block: 1 Lot: 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Removing the existing Overhead service and installing a new Underground service. 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 MajW�-2b-2� Temp Information: (All information required) Service SizeWl1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 154963488 ❑✓ New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓Underground❑Overhead # Underground Laterals ✓ 1 R2 H Frame Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION f p6 g3 c i F.7% ..np.-. .. ,.f BUILDING DEPARTMENT-Electrical Inspector m ; TOWN OF SOUTHOLD ss- ave ;j ®� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 :�� Telephone (631) 765-1802 Temporary Certificate # /3.34 Date 2022 Customer Name Electrician Name Address G 2po 5 af Phone e-mail e-mail Phone License# ?) Size A Phase -1 Overhead Underground #of Meters _ Remarks ��4-STjy«��MC, #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valici-forl from the date aiWVe. Authorized by Long Island S nil; - of" ° ' Sunset Hotel e\st'Ro L s `'- / _- ✓V1 14/"` studioPEDRAZZI Architects .`,`�'•, I .-(' /- '- ..'.�V / •�/�,L lit lJ ' / -Proposed Pool de ?n ' Separate Pe it \ 1 Qposed Work Under ing Permit#47148. i / Proposed incase Roof Extension ", ") Lawn i vi'� . \ � EasE,B�itding .\Pool Parking Lot I / ARCHRECT. e Rooms" nW.PECw.I2lAmt—,un-Ddgn IOC,New YaI..NY tOD19 /�:1"-' .•.� \ (�// p6ma:212561.10]8 s�,�•\ �.%�! �\Main En)/ I j CR 48 o o \ \ Site Plan j \\ \ Rgent Stalls __ 8124 22 22 1 Site A-100 '.tittatet.� (�\ 5a I -=,(1 Guest om) /. / .'''r.2m-0• —_swan r.zo'-0� s i BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 CIO Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 .�. 1 rogerr(cbsoutholdtownny.gov - seand(a?_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/21/22 Company Name: Wildwood Electric Inc. Electrician's Name: Wildwood Electric Inc. License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 631-929-4219 E]I request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) Name: North Road Hotel Address: 62005 CR. 48, Greenport, NY. Cross Street: Chapel Lane Phone No.: 914-582-7861 Bldg.Permit#: 47148 email:danielpennessi@gmail.com Tax Map District: 1000 Section: EfD Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Rewire and existing 10 Room Motel. Square Footage: Circle All That Apply: Is job ready for inspection?: YES [] NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information: (All information required) Service SizeFv-11 PhF—]3 Ph Size: 400 A # Meters 1 Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals[711 ✓ 2 H Frame 0 Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION � &C JUN 2 12022 BUILDING DEPT. TOWN OF SOUTHOLD (zd L-Lc C'� � 51,J Lf 'Z�o Zan -SURVEY, OF PROPERTY SITUATE - TOWN OF .SOUTHOLD SUFFOLK COUNTY., NEW YORK S.C. TAX Na, 1004--40-01 -01 SCALE 1"=30" AUGUST 20, 2021 - _ AREA = " 131,696 sq. ft. ) 3.023 �ac. (TO TIE LINES) -00 HIGH WATER Wm or BLUFF - CERTIEZED TO: " NORTH . ROAU HOTEL LLC DR BANK, ITS SUCCESSORS AND/OR ASSIGNS a STEWART TITLE INSURANCE COMPANY vv. ACCREDITED TITLE AGENCY, INC. Of 60 e � {T 9 ¢ t K c 4. cr gwy J. Nit 0 Al VN _ `,,,, 1 lk ;Av4r VAI - �` � ��'� ''3,, �, ,�y ~fig,��,�'"-24� ��;�•�l �: ^ Q��3 A ivy Allb .400 4A �F T d A , a� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE UALS, AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE 41 +^+. � - •�`!��"��v�� "�`�,'Y��. A�i V c ;..'s":. A;�. wFini.-�rvr UNA HIS SURVEY ALTERATION Nathan 'Taft car ire TO THIS VIOLATION IS A VIOLATION OF Ill SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S MED SERI, OR EMBOSSED T CONSt�ERED SAUD TRUE COPY. uccessor To: Stanley J. isaksen. Jr. LS. TO Joseph A. Ingegno LS. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys - Subctiv�siorls - Site f'tartS — Construction Layout iS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE /rFox (631)727-1727 LENDING INSTITUTION LISTED HEREON, AND (631)727-2090 TO THE ASSIGNEES OF THE LENDING INSTI-» t3ffICES LOCATED AT AlAtt IVC ADDRESS TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main road P.O. Box 16 THE EXISTENCE OF DIGHT OF WAYS Jornesport New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail. NCarwinMaol.com m AUG 0 12022 SURVEY OF PROPERTY BUILDINGQEPI. �1`v%YCrrrlJn %I, SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-40-01 -01 SCALE 1 "=30' AUGUST 20, 2021 FEBRUARY 10, 2022 ADD TOPO. AND PROPOSED ADDITIONS FEBRUARY 17, 2022 RELOCATED PROPOSED POOL APRIL 5, 2022 LOCATE MARKED GAS & WATERLINES JUNE 1, 2022 UPDATE SURVEY h� AREA = 141,622 sq. ft. (TO TIE LINE) 3.251 ac. Irs0 0>, TOE of BLUFF CERTIFIED T0: G NORTH ROAD HOTEL LLC DR BANK, ITS SUCCESSORS AND/OR ASSIGNS STEWART TITLE INSURANCE COMPANY ACCREDITED TITLE AGENCY, INC. Of ti�i o y� NOTES: oF° ??. ——30 :qtr-o 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �y EXISTING ELEVATIONS ARE SHOWN THUS:.2= oF�pch °F ��' °g,o�y ,� p�'S�F•pj. l 31 cJ �r9 EXISTING CONTOUR LINES ARE SHOWN THUS: XX—————XY 30.7 G.- GARAGE FLOOR / k• / TOP OF WALL ew - BOTTOM OF WALL __34 35 22.4 i x24..4 /� �i // // ,37 38 39 /� // // // // c\�O / •cam / �G / / / •3 0 x 2s Al Aso l I l 1 / / y� tic � m �.\• ��o ,e a e .4 �o�\ \ 001, �.t / / .32.8 x / / � / / / / � �•`' °`�y \ F G 4 SG X60 x / l 37.3 \ NN / / / / 'S 06 4,0 'off T -V% N$ 161 UA 10 OA, / x .; �, :.. :?<j `[:: ' .;fcoy o!j: -f.... ��;. / g ��F`• Fo ?�. �0 bio 111 .100 .51 \'L� / l S Yi.: a 't„ 0 %.`:;r' 42.0`,r':•'V 4�l��':a.�. G° Q \ �O ,> Vol x \ � / // �•` �: ��i. � �' �° �� \\sem \ \ s �� CD $°/ �L xmz 0 Pa�F�\G 0,,99.•:. \\ ?s �°o° Off` d'kO 4? / \ CO ,�s Off• tis)_ ,0b J�0 + \\ �FE h) �° ) �2`iT/QP 04^ d S6/ 5x :• . ryk.6` �G \ \ °j* F ti, \ yCoo�c tip"�a5h� \9'-� � �. \ ��°cR' \ �{ Qty ryc ^•O V\O°\T° r.: '\ ,ate 's��f0 �7, d _ r'Oc^ C� p00 0, '� d Oyo��C� �O�P 01- 0 Gym \ re\\ • Go�'G \ y 0 0Gy�j1O Cj 6IVY Q AGE OF �4i 2 \ � g 00 0 J AN `O y0 "V \ A;V ti .'� 'boo ° a PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED G , BY THE LI.A.LS. AND APPROVED AND ADOPTED t4 FOR SUCH USE BY THE NEW YORK STATE LAND to � TITLE ASSOCIATION. x n �H o � 'z N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Surveyor`,Q EDUCATION LAW. yor COPIES OF THIS SURVEY MAP NOT BEARING Su Land r Y e THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. ISaksen, Jr. L.S. TO BE A VALID TRUE COPY. Y Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND 727-2090 Fax (631)727-1727 PHONE631 LENDING INSTITUTION LISTED HEREON, AND (631)727-2090 TO THE ASSIGNEES OF THE LENDING INSTI- OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin3Oaol.com BUILDING SCHEDULE In gnu �� 3 a06.cowl •ar°rox¢a urM°°MI °ml -�i ��"�� 9GE-�Yr � � 1•uYi¢nn •'��0� t 178.66 y a^ °` laurm L ] .l0 ' 1.uarxn e�G l Qy� S AB'07'00'E S A45-07'20"E vaRnRaA,a, �` o•,-.,..-� 7[�� - creen6Dn S;f .,�:. A Q LOCATION MAP P 1 MTs L g e PROJECT DATA 2 g 1 � �� eum��u�mvn� p 1 d, an:eIEA ,xAm v tAa,Aom s R A a c®RM a ama L_k MM=EAN ASSOOmTISS,P. igg sr6z tl.20.,Iv _I _ �"g , i Qi Z. 'pe...,o,®�^u. Asmara.re TOWN OF SOUTHOLD SUF}OLFL COUNTY NY "� "� �L • SUNSET MOTEL SEWER CONNECTION a mea u aRR v'u/Og� � g� 62OD5 CR 48 cRAPDic SCAMAe"°+Aw: •� 600-rr ' GREENPORI, NY 11944 `em �g *� ISSUES/REVISIONS (IN FEET) Descrt llon No. Dote I inch.30 fL lq§3 TABLE OF TIE DISTANCES —LEGEND- "O nuR,ue� .cnn°er °nau mana mmna ° ° awn °na' ,�rx•.w aw.oa,'.•c am —RRORERTr un! :nmuinirowr eeuniNnR.n R.,m,L ��ro w�a manse.i°i°°� 'Oe°,n�ae,el —9'00.-i6 SAt1ITARY RpE n:MANS --EXiSTINGY DR-11 FORCE MAIN �nRLpvL a arr � irvan a,,.xRsuMrat —lXISTNG GAS SERVICE �� nWLRmI _r—EXISTING 2'DGMLST[C WATBI slRVICE ° rWww �svev —iSISTING 1YATFA SERNCE SUFFOLK COUNTY DEPARTMENT ENT OF HEALTH SERVICES -Ex15TING 4'FlRE SIIPRRESSION SERwCE F G exisTwe sumAm MANnoIE APPROVAL OF CONSTRUCTED VvORKS —Exlsrwe ovERneAo w1REs � cw�x, rr arATrAao DATE_- 51172023 H.S.Rot.NO.__..-_C_22-0317 e unlErr vol! --- p, unLm uo+r ROLE acax v,a.,waeanarr.aav ,. p TMF0.0 steno vola _ _ TMcenago dWln:�rnd W]i^r sup+lF 4riC1iM Cr SANRARY MANNDIP a11A3 UGifi9nhMolxenlrepoclM a,'u11Dr n SANITMYetEANDUr o°rLTod hY Mil Oepon.n ,lor Who,opener. g G GAS VA VE .Mound�A02 1GOy SANITARY AS—BUILT PLAN o DRAINAGE MAn,toLE rm� ° w.aw.mm '--�CRAZ r.Ni:PPrR,PE.,CHIS m RERANaWiDRAIw tNLEr OFFICE OF WkTEWAMR MANAOEVUJr 0 ROUND GRAIN IMIFT SFAL 3 scaluRE' r p —my TIRE LOF IILIY r0 �Cr0 O y`.aR G.Rrfpef helm OR wATVALVE r WATERm TER MET°R�smuCnve9wsumrvaunv atavTlwuae .aZ vt W15n] TFl@IgtL MANXOLE -:� Y Mm 9ER].WII O DEcrowISTREE sewt No aa5s1* ASB-1 d ,.x SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SURVEY OF PROPERTY SITUA s GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK S.C.TAX N°.1000-40-01-01 sac 1*�' AMST 20,2021 acloem w mn Fp— T= w¢w/—inwnox w°woo mmosm ccrx . °6O®" i lmaielx swm'O1°0pL �O SU. OMIX,OS SURAAMM AN°1MY OF ASMM YM—cy.CO�i ,tea-----b •° �` _ f LLLow®IA'f(1 DT°IIIIHvIItBIILD i IYLOD j°(s,10.110 4 n1 J w♦ � ' ' 'i v ' %/ % , p'�4 NSW 11.E , u �`. // it i i r / � r `•. �O' 1$ .0 rma .,.....n I ♦r ♦ 9'' ,�F iP ,® /b. f I 8. Sy6�}e KAX ,~ V ate` _ _ �. aid '_ �_' • %�' . s'"�, ,< � `e 1 , a � , d� 1°rraao Nad n Taft Corwin ��'KO9O1 Lend Surveyor lima TI noe(nlpn-eo ro ��m �21/2G19 t Fwd:sunset AIL III WAA1LJ a m w"._go, ww" ��a'��i SRL-�1) z s O1Nlr #i 0Q'-, P�ATEQ WXLL. In ''' yj," p'LYllbvQ 4NDf1.L�YAWT Z �� p►YY+kVA Nff1,�oP- I y` '1`Cfi►`X' GYKYM ELECTRICAL w�� mow►-a. ; r- INSPECTION REQUIRED {,r71`- I1DUP-- Am 'xLOUP f " s-.�..�. 'rF Jti�►~ CCUPANCY OR SE IS UNLAWFU ITHOUT CERTIF'C:; OF OCCUPANCY Harry Bifulco APPROVED AS NOTED President Golden Oak Inc DATE: _-n B.P.# 631-379-7762 FEE: BY: www.goldenoakinc.com NOTIFY BUILDING DEPARTMENT AT COMPLY WITH ALL CODES OF Larry 765-1802 8 A TO 4 PM FOR THE NEW YORK STATr & TOWN CODES FOLLOWING INSPECTIONS: AS REQUIRED AN -'`)NDITIONS OF �1Q 61A1. FOUNDATION - TWO REQUIRED r +�? j S 1 a� FOR POURED CONCRETE 2 ROUGH - FRAMING & PLUMBING LG BOARD 3. INSULATION T IDSl h� dSS1 b 4. FINAL - CONSTRUCTION MUST TEES gW S BE COMPLETE FOR C.O. _ �C� \ D� 11�►e.-5 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. https://mail.aol.com/webmail-std/en-us/PrintMessage 2/2 D _ MAR- 2 .20 19 r'iRCp � i; ARCHITECTURE P.C. TOWN PLANNERS TOWN OF S0 Gl; 1 T 11 � -1�=�lAl a-o(�c�:rFfnitis— ►r►1t�1DN�-�N_T tilf�:wa -._IUTf � 2 I i --fes — — 1 d tP� �T 020473-' yO O� NES 24 Woodbine Ave, Suite 1, Northport NY 11768631-754-4450 info@adl3.net FAx 631-754-4452 Sunset Motel 62005 Rt 48 Greenport, NY 11944 To: Town of Southold Building Department From: Martha Hansen, Sunset Motel Re: Repair Water Damage Date: February 25, 2019 To whom it may Concern, I am writing to request a permit to repair water damage in the four units of my East Building. On November 23,2018, we had a pipe burst from the very cold weather we were having. Unfortunately this caused a flood resulting in damage to 4 of my units. Rooms 3,4,7,8. When we contacted the insurance company they sent in a company to get rid of the water damage. This company came in and gutted the four rooms that were affected. The permit is to allow us to put the rooms back together. We want to bring the electrical wiring up to code as well as the sheet rock requirements. This is described in the attached architect print out. We are not changing any structure of the existing building. If you have any questions please don't hesitate to call me. You can reach me on my cell phone 516-769-1092 Thank you for all your help in this manner. Martha Hansen �(� NORTH ROAD HOTEL LLC . 62-005 Route 48 Greenport,.New York 11944 .'%eptembcr 2Q,2022 VlA HANl3 DELIVERY ERY Southold Building Department Attn.: AmandaNunemaker 54375 NY--25 Southold,New York 11971 Re: 62005 Route 48,Greenport,Nov York 11944(the"Property") Amendment to,Buflding Permit#47148 North Road Hotel LLC Dear Ms.Nunemaker: Enclosed herewith please find proposed amendments to the permit set of plans for the East Building to address the following items: U1. oof Extension Detail 2.?,1.4 4 plumbing vent with 2,3" vents F�place second floor east deck and rear stair due to rotted condition found during demolition) W. Show a 15"extension to patios on west side of first floor. Items 1, 2 and 3 were raised by the inspector during the rough plumbing inspection in May. In response to item 9 in said inspection report,I have enclosed a letter from the architect of record. Very truly yours, NORTH ROAD HOTEL LLC By: Name: Daniel . ennessi Title: President IrI 1 �� SEP 2 R 2022 I _ NORTH ROAD HOTEL LLC 62005 Route 48 Greenport,New York 11944 December 8, 2021 VIA HAND DELIVERY Southold Building Department 54375 NY-25 Southold, New York 11971 Re: 62005 Route 48, Greenport,New York 11944 (the "Property") Amendment to Building Permit#47148 To whom it may concern: Enclosed herewith please find the following items to facilitate an amendment to the referenced building permit: •Four(4) sets of signed, sealed and stamped plans prepared by studioPedrazzi Architecture+Design, 322 Montauk Hwy, Water Mill,New York 11976 •Four(40 copies of the COMcheck North Road Hotel LLC acquired the Property fr otel Corp. by deed dated October 19, 2021. I can be reach at(914) 582-7861 ananiel ennessi ail.com. The architect is Tom Pedrazzi. Tom can be reach at(917) 796-5451 and pedraz4074@mail.com Very truly yours, Daniel J enneaa i Enclosures. Nunemaker, Amanda From: Daniel Pennessi <danielpennessi@gmail.com> Sent: Tuesday, December 28, 2021 9:14 AM To: Nunemaker,Amanda Subject: Re: 62005 Rt.48 Thanks,Amanda. I explained our plans to Jeffrey Minder at SCHD. He explained that since we are doing work that will require a building permit, issuance of a CO/CC will be a condition to issuance of the SCHD temporary residence permit. We previously went through the same process with Jeffrey on The Menhaden. Sent from my Phone >On Dec 28, 2021, at 9:03 AM, Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us>wrote: > Hi Daniel, > Even though there will be no increase in room count,you should still notify the Suffolk County Health Dept.that there will be alterations to a few buildings. The Health Dept. always needs to be aware of such changes in commercial buildings. I know you said you have reached out to them but just make sure they understand the details. >-----Original Message----- • From: Daniel Pennessi<danielpennessi@gmail.com> >Sent:Tuesday, December 28, 20218:45 AM >To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> >Subject: 62005 Rt.48 > Hi Amanda, >Thanks for your time this morning.Are you able to give me a quick call back at(914) 582-7861? Thanks. >Sent from my iPhone >ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Hi Amanda, i � Hope all is well. Are you available today for a quick call? f Thanks, Dan (914)582-7861 a On Tue, Dec 28, 2021 at 10:03 AM Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us>wrote: Ok,thank you. -----Original Message----- From: Daniel Pennessi<danielpennessi@gmail.com> Sent:Tuesday, December 28, 20219:14 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: Re: 62005 Rt.48 jThanks,Amanda. I explained our plans to Jeffrey Minder at SCHD. He explained that since we are doing work that will require a building permit, issuance of a CO/CC will be a condition to issuance of the SCHD temporary residence permit.We previously went through the same process with Jeffrey on The Menhaden. Sent from my Phone >On Dec 28, 2021,at 9:03 AM, Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us>wrote: > Hi Daniel, > > Even though there will be no increase in room count,you should still notify the Suffolk County Health Dept. that there will be alterations to a few buildings. The Health Dept. always needs to be aware of such changes in commercial buildings. I know you said you have reached out to them but just make sure they understand the details. >-----Original Message----- 1 > From: Daniel Pennessi<danielpennessi@gmail.com> >Sent:Tuesday, December 28, 20218:45 AM >To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> >Subject: 62005 Rt.48 > i > Hi Amanda, >Thanks for your time this morning.Are you able to give me a quick call back at(914)582-7861? Thanks. I > j >Sent from my iPhone 3 1 I i COMcheck Software Version 4.1.5.1 Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Sunset Hotel East Building Location: Southold, New York Climate Zone: 4a Project Type: Alteration Vertical Glazing/Wall Area: 10% Construction Site: Owner/Agent: Designer/Contractor: 62005 CR 48 Thomas Pedrazzi Southold, NY 11944 studioPEDRAZZI Architects 322 Montauk Hwy Water Mill, NY 11976 917-796-5451 pedraz4074@gmaii.com Building Area Floor Area 1-Motel : Nonresidential r /. 3540 V Envelope Assemblies "UU R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Motel] 38.0 0.0 0.027 -- 0.027 -- Floor 1:Slab-On-Grade:Unheated,[Bldg.Use 1 -Motel] 1' -- -- 1.000 — 0.540 — NORTH Exterior Wall 1:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] Q�I1 M 21.0 0.0 0.062 -- 0.064 -- Window 1:Vinyl/Fiberglass Frame:Operable,Clear,Operable, ` ` I -- --- 0.350 0.350 0.450 0.478 Operable,[Bldg.Use 1 -Motel] Door 1:Other Door,Swinging,[Bldg.Use 1 -Motel] --- -- 0.350 -- 0.610 -- EAST Exterior Wall 2:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 21.0 0.0 0.062 -- 0.064 --- SOUTH Exterior Wall 3:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 21.0 0.0 0.062 -- 0.064 -- WEST Exterior Wall 4:Wood-Framed,16"o.c.,[Bldg.Use 1 -Motel] 21.0 0.0 0.062 --- 0.064 -- (a)'Other'components require supporting documentation for proposed U-factors. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 1 of 16 Envelope PASSES Envelope Compliance Statement Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 2 of 16 COMcheck Software Version 4.1.5.1 Interior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Sunset Hotel East Building Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: 62005 CR 48 Thomas Pedrazzi Southold, NY 11944 studioPEDRAZZI Architects 322 Montauk Hwy Water Mill, NY 11976 917-796-5451 pedraz4074@gmall.com Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Motel 3540 0.75 2655 Total Allowed Watts= 2655 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Motel(3540 sq.ft.l LED 1:LED MR 6W: 1 40 6 240 LED 2:LED MR 6W: 1 40 6 240 Total Proposed Watts= 480 Interior • Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting alteration project represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 3 of 16 COMcheck Software Version 4.1.5.1 Exterior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Sunset Hotel East Building Project Type: Alteration Exterior Lighting Zone 2(Residential mixed use area) Construction Site: Owner/Agent: Designer/Contractor: 62005 CR 48 Thomas Pedrazzi Southold, NY 11944 studioPEDRAZZI Architects 322 Montauk Hwy Water Mill, NY 11976 917-796-5451 pedraz4074@gmail.com Allowed Exterior Lighting Power A - - B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Entry canopy 18 ft2 0.25 Yes 4 Total Tradable Watts(a)= 4 Total Allowed Watts= 4 Total Allowed Supplemental Watts(b)= 400 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Entry canopy(18 ft2):Tradable Wattage LED 1:LED MR 8W: 1 20 8 160 Total Tradable Proposed Watts= 160 PASSESExterior Lighting Exterior Lighting Compliance Statement Compliance Statement. The proposed exterior lighting alteration project represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 4 of 16 C®Mcheck Software Version 4.1.5.1 Mechanical Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Sunset Hotel East Building Location: Southold, New York Climate Zone: 4a Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: 62005 CR 48 Thomas Pedrazzi Southold, NY 11944 studioPEDRAZZI Architects 322 Montauk Hwy Water Mill, NY 11976 917-796-5451 pedraz4074@gmaii.com Mechanical Systems List Quantity System Type&Description Mechanical Compliance Statement Compliance Statement. The proposed mechanical alteration project represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 5 of 16 COMcheck Software Version 4.1.5.1 Inspection Checklist Energy Code: 2018 IECC Requirements: 79.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 ;Plans and/or specifications provide all ;❑Complies :Requirement will be met. [PR1]1 :information with which compliance !❑Does Not can be determined for the building ;envelope and document where :❑Not Observable, !exceptions to the standard are ;❑Not Applicable 1 claimed. C103.2 ;Plans, specifications, and/or ;❑Complies :Requirement will be met. [PR4]1 calculations provide all information !❑Does Not ! with which compliance can be I❑Not Observable determined for the interior lighting ;❑Not Applicable and electrical systems and equipment , pp ;and document where exceptions to 1 !the standard are claimed. Information provided should include interior ; !lighting power calculations, wattage of :bulbs and ballasts,transformers and ;control devices. ; C103.2 ;Plans, specifications, and/or ;❑Complies :Requirement will be met. [PR8]1 !calculations provide all information !❑Does Not with which compliance can be I❑Not Observable :determined for the exterior lighting ;❑Not Applicable and electrical systems and equipment , pp i and document where exceptions to :the standard are claimed. Information ;provided should include exterior lighting power calculations, wattage of! ! !bulbs and ballasts,transformers and ;control devices. ; C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies ;Requirement will be met. [PR10]1 percent of the gross above-grade wall E❑Does Not area. ! ;❑Not Observable !❑Not Applicable ! C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies :Requirement will be met. [PR11]1 gross roof area. !❑Does Not ! ❑Not Observable; ! :❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 6 of 16 Section # Plan Review Complies? Comments/Assumptions & Req.ID C402.4.2 In enclosed spaces > 2,500 ft2 ;E]Complies ;Requirement will be met. [PR14]1 directly under a roof with ceiling :ODoes Not heights>15 ft, and used as an office, lobby, atrium, concourse, corridor, :nNot Observable ;storage,gymnasium/exercise center, ;E]Not Applicable :convention center, automotive service, manufacturing, non- ;refrigerated warehouse, retail store, ; distribution/sorting area, : !transportation, or workshop,the ;following requirements apply: (a)the Idaylight zone under skylights is >_ !half the floor area; (b)the skylight :area to daylight zone is >= 3 percent ;with a skylight VT>= 0.40; or a ,minimum skylight effective aperture : I >= 1 percent. Additional•Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 7 of 16 Section # Footing /Foundation Inspection Complies? Comments/Assumptions & Req.ID C303.2 ;Slab edge insulation installed per ;❑Complies [FO4]2 'manufacturer's instructions. ;❑Does Not ❑Not Observable ❑Not Applicable C303.2.1 ;Exterior insulation protected against ;❑Complies ;Requirement will be met. [FO6]1 ;damage,sunlight, moisture,wind, I❑Does Not landscaping and equipment �❑Not Observable ;maintenance activities. , ❑Not Applicable C105 Installed slab-on-grade insulation type ;❑Complies ;See the Envelope Assemblies table for values. [FO3]2 ;and R-value consistent with insulation ;❑Does Not !specifications reported in plans and COMcheck reports. I❑Not Observable ;❑Not Applicable C402.2.4 ;Slab edge Insulation depth/length. ;❑Complies ;See the Envelope Assemblies table for values. [FO7]2 Slab insulation extending away from :❑Does Not Ibuilding is covered by pavement or ;❑Not Observable; k>= 10 inches of soil. I �❑Not Applicable I Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 8 of 16 Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 ;Fenestration products rated in ;❑Complies -j Requirement will be met. [FR12]2 accordance with NFRC. :❑Does Not ;❑Not Observable El Not Applicable C303.1.3 ;,Fenestration products are certified as ;❑Complies ;Requirement will be met. [FR13]1 Ito performance labels or certificates I❑Does Not provided. ❑Not Observable; ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values. [FR10]1 ! :❑Does Not ❑Not Observable I :❑Not Applicable C402.4.3, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. :❑Does Not 4 [FR8]1 ;❑Not Observable ❑Not Applicable C402.4.4 ;U-factor of opaque doors associated ;❑Complies ;see the Envelope Assemblies table for values. [FR14]2 Iwith the building thermal envelope !❑Does Not meets requirements. i❑Not Observable t :❑Not Applicable C402.5.1 ;The building envelope contains a ;❑Complies ;Requirement will be met. [FR16]1 continuous air barrier that is sealed in I❑Does Not !an approved manner and either ❑Not Observable constructed or tested in an approved I manner.Air barrier penetrations are ,;❑Not Applicable sealed in an approved manner. I C402.5.2, ;Factory-built fenestration and doors ;❑Complies !Requirement will be met. C402.5.4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements, ;❑Not Observable i :❑Not Applicable j C402.5.7 ;Vestibules are installed on all building ;❑Complies Requirement will be met. [FR17]3 ientrances. Doors have self-closing :❑Does Not devices. ❑Not Observable; ❑Not Applicable I Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 9 of 16 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.5.5, Stair and elevator shaft vents have ;❑Complies ;Requirement will be met. C403.2.4. ;motorized dampers that automatically E❑Does Not 3 !close. Refernece section C403.7.7 for [ME3]3 operational details. ;❑Not Observable El Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 10 of 16 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.2. ;Spaces required to have light- ;❑Complies 2 reduction controls have a manual :❑Does Not [EL22]1 !control that allows the occupant to reduce the connected lighting load in ❑Not Observable a reasonably uniform illumination :F-]Not Applicable :pattern >= 50 percent. C405.2.1, ;Occupancy sensors installed in ;❑Complies ; C405.2.1. classrooms/lecture/training rooms, :❑Does Not 1 conference/meeting/multipurpose I : [EL18]1 !rooms, copy/print rooms, ;❑Not Observable 1 lounges/breakrooms, enclosed offices, ;❑Not Applicable :open plan office areas, restrooms, : :storage rooms, locker rooms, ;warehouse storage areas, and other :spaces <= 300 sqft that are enclosed : 1 :by floor-to-ceiling height partitions. I Reference section language C405.2.1.2 for control function in ; (warehouses and section C405.2.1.3 :for open plan office spaces. C405.2.1. ;Occupancy sensors control function in ;❑Complies 2 warehouses: In warehouses,the ❑Does Not [EL19]1 lighting in aisleways and open areas is: : controlled with occupant sensors that ❑Not Observable ;automatically reduce lighting power ❑Not Applicable ;by 50%or more when the areas are : unoccupied.The occupant sensors !control lighting in each aisleway ; 'Independently and do not control : !lighting beyond the aisleway being ;controlled by the sensor. C405.2.1. ;Occupant sensor control function in ;❑Complies 3 ;open plan office areas: Occupant :❑Does Not [EL20]1 !sensor controls in open office spaces Observable; >= 300 sq.ft, have controls 1) ;❑Not Applicable configured so that general lighting can, pP 1 be controlled separately in control ;zones with floor areas <= 600 sq.ft. ;within the space, 2) automatically turn :off general lighting in all control zones :within 20 minutes after all occupants have left the space, 3) are configured ; so that general lighting power in each : :control zone is reduced by >= 80%of :the full zone general lighting power :within 20 minutes of all occupants !leaving that control zone, and 4) are : I !configured such that any daylight responsive control will activate space ;general lighting or control zone :general lighting only when occupancy : :for the same area is detected. ; C405.2.2, ;Each area not served by occupancy ;❑Complies ; C405.2.2. isensors (per C405.2.1) have time- :❑Does Not 1, switch controls and functions detailed : C405.2.2. ;in sections C405.2.2.1 and C405.2.2.2.:❑Not Observable: 2 1 !❑Not Applicable [EL21]2 : 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 11 of 16 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.3, ;Daylight zones provided with ;❑Complies ; C405.2.3. 'individual controls that control the I❑Does Not 1, lights independent of general area I I C405.2.3. ;lighting. See code section C405.2.3 ❑Not Observable 2 ;Daylight-responsive controls for :❑Not Applicable [EL23]2 applicable spaces, C405.2.3.1 Daylight ;responsive control function and 'section C405.2.3.2 Sidelit zone. ; C405.2.4 ;Separate lighting control devices for ;❑Complies ; [EL26]1 specific uses installed per approved I❑Does Not lighting plans. ❑Not Observable El Not Applicable C405.2.4 ;Additional interior lighting power ;❑Complies ;Requirement will be met. [EL27]1 ;allowed for special functions per the I❑Does Not approved lighting plans and is automatically controlled and ❑Not Observable separated from general lighting. ;❑Not Applicable C405.2.5 ;Automatic lighting controls for exterior!❑Complies ;Requirement will be met. [EL28]na0 lighting installed. Controls will be E❑Does Not daylight controlled, set based on business operation time-of-day, or I❑Not Observable I reduce connected lighting > 30%, ;❑Not Applicable C405.3 ;Exit signs do not exceed 5 watts per ;❑Complies ;Exception: Requirement does not apply. [EL6]1 Iface. I❑Does Not ❑Not Observable j I❑Not Applicable C405.6 ;Low-voltage dry-type distribution ;❑Complies ;Exception: Requirement does not apply. [EL26]2 electric transformers meet the :❑Does Not minimum efficiency requirements of ;Table C405.6. :❑Not Observable l :❑Not Applicable C405.7 ;Electric motors meet the minimum ;❑Complies ;Exception: Requirement does not apply. [EL27]2 ;efficiency requirements of Tables :❑Does Not C405.7(1) through C405.7(4). I❑Not Observable !Efficiency verified through certification; 1 under an approved certification ;❑Not Applicable I program or the equipment efficiency !ratings shall be provided by motor ; manufacturer(where certification ;programs do not exist). I I C405.8.2, ;Escalators and moving walks comply ;❑Complies ;Exception: Requirement does not apply. C405.8.2. ':with ASME A17.1/CSA B44 and have T❑Does Not 1 lautomatic controls configured to g [EL28]2 ;reduce speed to the minimum :[-]Not Observable permitted speed in accordance with :F-]Not Applicable j RASME A17.1/CSA B44 or applicable local code when not conveying ; I passengers. C405.9 ;Total voltage drop across the ;❑Complies ;Exception: Requirement does not apply. [EL29]2 'combination of feeders and branch I❑Does Not I circuits <= 5%. i ,Fl Observable { :❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 12 of 16 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 ;Roof insulation installed per ;❑Complies ;Requirement will be met. [IN3]1 'manufacturer's instructions. Blown or !❑Does Not poured loose-fill insulation is installed ❑Not Observable; only where the roof slope is <=3 in 112. ;❑Not Applicable C402.2.1 ;Insulation installed on a suspended ',❑Complies ;Requirement will be met. [IN20]1 ceiling having ceiling tiles is not being !❑Does Not ;specified for roor/ceiling assemblies. Continuous insulation board installed ❑Not Observable 1 in 2 or more layers with edge joints ;❑Not Applicable offset between layers. C303.1 !Building envelope insulation is labeled ;❑Complies ;Requirement will be met. [IN10]2 !with R-value or insulation certificate !❑Does Not I providing R-value and other relevant ;❑Not Observable j data. !❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies ;Requirement will be met. [IN7]1 :per manufacturer's instructions. :❑Does Not ❑Not Observable :❑Not Applicable C303.2.1 !Exterior insulation is protected from ;❑Complies ;Exception: Requirement does not apply. [IN14]2 damage with a protective material. !❑Does Not !Verification for exposed foundation insulation may need to occur during ❑Not Observable: I Foundation Inspection. !❑Not Applicable C105 ;,Installed above-grade wall insulation !❑Complies ;See the Envelope Assemblies table for values. [IN6]1 type and R-value consistent with !❑Does Not I insulation specifications reported in ;plans and COMcheck reports. I❑Not Observable ❑Not Applicable C402.2.3 ;Installed floor insulation type and R- !❑Complies ;See the Envelope Assemblies table for values. [IN8]2 Ivalue consistent with insulation !❑Does Not !specifications reported in plans and i COMcheck reports. ;❑Not Observable ❑Not Applicable C402.2.6 ;Radiant panels and associated !❑Complies ;Exception: Requirement does not apply. [IN18]3 !components, designed for heat !❑Does Not !transfer from the panel surfaces to the! ;occupants or indoor space are ❑Not Observable insulated with a minimum of R-3.5. !❑Not Applicable C105 ;Installed roof insulation type and R- !❑Complies ;See the Envelope Assemblies table for values. [IN2]1 Ivalue consistent with insulation !❑Does Not !specifications reported in plans and COMcheck reports. For some ceiling I❑Not Observable (systems,verification may need to ;❑Not Applicable !occur during Framing Inspection. C402.5.1. ;All sources of air leakage in the ;❑Complies ;Requirement will be met. 1 (building thermal envelope are sealed, !❑Does Not [IN1]1 :caulked, gasketed,weather stripped I or wrapped with moisture vapor- ❑Not Observable ;permeable wrapping material to T❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 13 of 16 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, Furnished 0&M instructions for ;❑Complies :Requirement will be met. C408.2.5. ;systems and equipment to the T❑Does Not 2 1 building owner or designated [F[17]3 ;representative. ❑Not Observable ❑Not Applicable C402.5.6 !Weatherseals installed on all loading ;❑Complies ;Requirement will be met. [F137]1 ;dock cargo door openings and provide :❑Does Not direct contact along the top and sides ! of vehicles parked in the doorway. :❑Not Observable ❑Not Applicable C402.5.6 ;Weatherseals installed on all loading ;❑Complies :Requirement will be met. [F137]1 !dock cargo door openings and provide I❑Does Not !direct contact along the top and sides of vehicles parked in the doorway. :❑Not Observable ❑Not Applicable C402.5.6 ;Weatherseals installed on all loading ;❑Complies ;Requirement will be met. [F137]1 dock cargo door openings and provide !❑Does Not direct contact along the top and sides ! ! of vehicles parked in the doorway. ❑Not Observable ❑Not Applicable C402.5.6 ;Weatherseals installed on all loading ;❑Complies ;Requirement will be met. [F[37]1 dock cargo door openings and provide !❑Does Not !direct contact along the top and sides of vehicles parked in the doorway. ❑Not Observable ! ;❑Not Applicable ! C402.5.8 !Recessed luminaires in thermal ;❑Complies ;Requirement will be met. [FI26]3 ;envelope to limit infiltration and be IC !❑Does Not ! !rated and labeled. Seal between ! interior finish and luminaire housing. ❑Not Observable f :❑Not Applicable ! C405.4.1 ;Interior installed lamp and fixture ;❑Complies ;see the Interior Lighting fixture schedule for values. [F118]1 ;lighting power is consistent with what !❑Does Not ! is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts ; !are less than or equal to allowed !❑Not Applicable I watts. ! I C405.5.1 Exterior lighting power is consistent ;❑Complies ;See the Exterior Lighting fixture schedule for values. [F119]1 ;with what is shown on the approved !❑Does Not ! !lighting plans, demonstrating l proposed watts are less than or equal j❑Not Observable to allowed watts. ;❑Not Applicable C408.1.1 ;Building operations and maintenance ;❑Complies ;Requirement will be met. [FI57]1 !documents will be provided to the !❑Does Not !owner. Documents will cover ! ! manufacturers' information, I❑Not Observable; !specifications, programming ;❑Not Applicable procedures and means of illustrating ! !to owner how building, equipment and ; !systems are intended to be installed, ; !maintained, and operated. ! ! C408.2.5. ;Furnished as-built drawings for ;❑Complies ;,Requirement will be met. 1 ;electric power systems within 90 days ❑Does Not [FI16]3 lof system acceptance. ❑Not Observable 1 !❑Not Applicable C408.3 (Lighting systems have been tested to ;❑Complies ;Requirement will be met. [F133]1 ;ensure proper calibration, adjustment, !❑Does Not ! !programming, and operation. ! ! ;❑Not Observable; I !❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 14 of 16 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 15 of 16 Project Title: Sunset Hotel East Building Report date: 12/07/21 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 16 of 16 N Cl o ' N ' GENERAL NOTES ADA DETAILS M JSJLATE HUT WATER IF_--� NEW DRAWING � Sunset Hotel PIFES afJD DRAIN TO I y I W 3'-0' MIN 3'-0" "^'I:. 3'-0" MUJ, PREVENT CONTACT a ® ISSUED WITH CHANGES a • LINECIE OF REQUIRED ISSUED WITH NO CHANGES z 1. THE GENERAL CONTRACTOR IS TO SUBMIT TO THE BUILDING'S OWNER ALL NECESSARY -6" -6" MIN -s" I'-6" M . -6" MIN 1'-F" cl rARA"ICE ,�_F, Z INSURANCE FORMS AND AFFIDAVITS PRIOR TO THE COMMENCEMENT OF WORK. MlrRca 0 O TO BE ISSUED =' I m 62005 CR 48 2. CONTRACTOR SHALL GIVE THE TENANT WRITTEN GUARANTEE COVERING ONE(1)YEAR FROM DATE o Southold, NY 11944 OF FINAL ACCEPTANCE BY THE TENANT(CONFIRMED IN WRITING),AND HE SHALL, UPON NOTICE, __ILL PROMPTLY MAKE GOOD AT HIS OWN EXPENSE,ALL DEFECTS IN MATERIAL AND WORKMANSHIP ,'' NOTE.c = t'-o° IF °onF. Has BcrFl w h A CLOSER AHD A LATCH DURING THIS PERIOD WITHOUT ANY COST TO THE TENANT. IL NEE CLEAWPE S" r.IIN, 6° MAX TOE CLEARANCE ------ L-5" MIN DEPTH DRAWING LIST studioPEDRAZZI Architects 3. THE GENERAL CONTRATOR SHALL CHECK BUILDING OPENING CLEARANCES FOR DELIVERY OF 4'-c° MIN. I X -5" Mlrl EQUIPMENT AND/OR MATERIALS-IE,,SIZE OF ELEVATORS,CORRIDORS,ETC, � _ __ _ - A-000 COVER SHEET 5-0" MIN. a ,PAAR I NOTE X =S-U" MIN. IF 4'-0° MIN I Al 00 SITE PLAN 4. UNLESS OTHERWISE NOTED,ALL DIMENSIONS ARE FINISHED DIMENSIONS. - I ` E --a__ -- x= s-6" MIN. IF Y=a'-6°. _00 3'-0' MIN1 11' TO 1 11`" 1 11-' r I A101 EAST BUILDING FLOOR PLANS 00 5. ARCHITECT TO VERIFY WALL LAYOUT OF WOOD STUD PARTITIONS PRIOR TO SHEETROCK x - �- Drawing Key Notes INSTALLATIONS,ALLOW ARCHITECT 24 HOURS NOTICE FOR FIELD INSPECTION, -.01. -c MIN.3'-6' M,rl. 4'-0" M -o„I A102 EAST BUILDING ELEVATIONS 0 3-0' MIN A103 EAST BUILDING POWER PLAN SPRINKLER PLAN APPROVED MARCH 15, 2022 - UJ. AX, ? TOILET F'APER PiOTE: Y= 4'-0" NIfJ.; Y=4'-6" MIN. o DOOR HAS A CLOSER O 7. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION AGAINST DIRT AND r 4'-6" A104 RISER DIAGRAM / SCHEDULES DAMAGE AND SHALL BE RESPONSIBLE FOR KEEPING PUBLIC CORRIDORS CLEAN AND FREE OF SCALE: 1 MATERIALS AT ALL TIMES, m = GRAB BAR -- 11PROVED AS NOTED 8. ALL PERTINENT PRECAUTIONS FOR FOR ACCIDENT PREVENTION RECOMMENDED BY THE NOTE: Y= S-6" MIN., 4fn de aPR Y-4-0" MIN. IF DOOR DA"E: RETAIN STORM WATER RUNOFF ASSOCIATED GENERAL CONTRACTORS OF AMERICA,INC.,OSHA,OR BY STATE AND LOCAL LAWS XN HAS A CLOSER # PURSUANT TO CHAPTE 236 AND REGULATIONS,SHALL BE CONSIDERED TO FORM A PART OF THE CONTRACT WORK. SCALE. 6 Y _ SYMBOLS FE • BY: OF THE To',wN CGDE, H_I- v J ----INO IFY BUILDING CEPARTA4 �- AT 9. ALL WOOD BLOCKING,GROUND,CABINET WORK,WOOD DOORS,ETC.ARE TO BE CONSTUCTED sw j -�} I -c" FO-180N2ING AN iTO 4 FM FOR THE IN THEIR ENTIRETY USING SOLID WOOD LUMBER AND/OR PLYWOOD, INSPECTIONS: I L' 1• FOUNDATION - TWO REQUIRED NOTE. Y= 1 i'' MIN.; W1 DOOR R POURED CONCRETE PLUMBER CFR ATIOA/ 10.BEFORE STARTING ANY WORK RELATING TO EXISTING UTILITIES(ELECTRICAL,HVAC,GAS,ETC.) CLE R m+'DrH arlY nuNr 2 I I HA1z A" MIN DecF ® NEW WOOD FLOORING A I I HaS A cLosER 2. DUGH - FRAh11NG & PLUMBING ON LEAD CONTENT EFn. THAT WILL TEMPORARILY DISCONTINUE OR DISRUPT SERVICES TO THE EXISTING BUILDING, 4" MAX. �- 1� t____I O 3. It SULATION NOTIFY THE ARCHITECT AND THE BUILDING OWNER 72 HOURS IN ADVANCE AND OBTAIN Lobby °' MAy - G'-o" M L;. �- XIS THE 1'-0" MINIMUIa HANDRAIL EXTEPJTIOPI �1 WINDOW 4. F VAL - �- CERTIFICATE OF OC UP m REQII',PED AT EACH TOP RISER CONST RUC.ION MUST q -151 DETAIL SYMBOL B COMPLETE F..;,, , / , , 1 a , I f . z N I Y IS THE MIN"IA1 HANDRAIL EXTENTICN OF t'-0" PLUS SOLDF_4 I 11.DO ALL WORK SO AS NOT TO ENDANGER BUILDING STRUCTURE.PROVIDE TEMPORARY BRACES Q I I THE WIDTH of orJE TREAD r aT Is RE Ju F'ED AT EACH z-a " J. O. /SF_ 1V AND OTHER SUPPORTS AS MAY BE REQUIRED TO ASSURE THE SAFETY OF THE EXISTING I I_ BOTTOM RISER �� s ALL ONSTRUCTi0N, SHALL MEET THE SUP,C'_� cvS Tl h„ Yr�q, IREMENTS OF THE CODES CF NEtn,/ EXC�=� C:, _�'' �/ ro STATE. NOT RESPONSIBLE FCYR L=AD. CONSTRUCTION. a a'-c° H,J a A220 2 ELEVATION SYMBOL DESI 2N OR CONSTRUCTION ERRORS. io SCALE: 4 1 13.ENFORCE ALL REQUIREMENTS REGARDING SIGNS,SECURITY,FIRES,DANGER,SIGNALS, BARRICADES,SAFETY LIGHTING,AND SMOKING, 3o SECTION SYMBOL CO PLY WITH ALL CODES OF 3'-0" MIN, v 14.BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE OR CONTENTS BY REASON OFFICE ROOM SYMBOL NEW Y DRK STATE & TOWN CODES OF THE INSUFFICIENCY OF PROTECTION PROVIDED. SCALE:7 5 SCALE: 2 SCALE: AS RE UIRE'D AND CONDITIONS OF ALt `TE SCALE: 1 ;- PARTITION TYPE 9'-2" CEILING HEIGHT SYMBOL I ITuni n Trn�if i 15.ALL MATERIALS,ASSEMBLIES,FORMS AND METHODS OF CONSTRUCTION AND SERVICE ��r, q 'I' '1NU$�FO)~Ci_s� „ER1NG EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL BUILDING CODES 1107.6.1 Group R-1 I 16.WHERE PIPES,WIRES,CONDUITS,ETC.PIERCE FIRE PROTECTION OF INDIVIDUALLY CASED Accessible units and Type B units shall be provided in Group R-1 occupancies in accordance with Sections 1107.6.1.1 and 1107.6.1.2. M;ITu^�4 MNN-TRUSTEcS STRUCTURAL MEMBERS,SUCH PENETRATION SHALL NOT EXCEED 2%OF ANY FACE OF SUCH of the 2020 NYS Building Code ----- N-Y--q Clr( ELECTRICAL PROTECTION AND SHALL BE CLOSED OFF WITH CLOSE FITTING METAL ESCUTCHEONS OR ZONING INFORMATION INSPECTION REOUI 1E'D PLATES. 17. DUCTS, PIPES,AND CONDUITS PASSING THROUGH RATED CONSTRUCTION SHALL HAVE SPACE NOT DESIGN CRITERIA OC CUPANCY OR TO EXCEED 1/2 INCH PACKED WITH MINERAL WOOL AND CLOSED OFF WITH CLOSE FITTING METAL ZONING DISTRICT: RESORT RESIDENTIAL RESORT HOTEL - MOTEL W/ACCESSORY USES U E IS UNLAWFUL ^ 5� '''�"f ; ESCUTCHEONS.AGGREGATE NET AREA OF SUCH OPENING SHALL NOT EXCEED 25 SQUARE INCHESFMr IN ANY 100 SQUARE FEET OF WALL OR FLOOR AREA UNLESS PROTECTED BY RATED SELF CLOSING Town of Southold PERMITTED USES:TRANSIENT HOTELS OR MOTE WI FHOUT CERTIFICA i - L" `Q� DEVICES PER NY STATE BUILDING CODES 18.FIRE DIVISIONS SHALL COMPLY WITH THE PROVISIONS OF N.Y.FIRE CODES AND SHALL BE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ADDRESS : 62005 ROUTE 48,TOWN OF SOUTHOLD, NY. OF OCCUPANCY CONTINUOUS THROUGH ANY CONCEALED SPACE IN FLOOR CONSTRUCTION. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD HAZARDS AIR FREEZING 19.CONCEALED SPACES WITHIN WALLS,PARTITIONS, FLOORS,FURRING,PIPE SPACES,COLUMN, SNOW SPEED DESIGN SCTM# : 1000-40-1-1 (3.21 ACRES) „ DESIGN UNDERLAYMENT WEATHERING FROST LINE TERMITE DECAY INDEX ENCLOSURES,ETC.,SHALL EE FIRE STOPPED WITH NON COMBUSTIBLE MATERIAL THAT CAN LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED BlOV'er door C-�r�5'u �r\J BE SHAPE FITTED AND PERMANENTLY SECURED IN POSITION PER N.Y.STATE BUILDING CODE. AREA OF WORK: EAST BUILDING EAST BUILDING and ductwork 45 PSF 140 C SEVERE 3'-6" M-H S-M 11 YES N/A 1500 testing required. 20.PENETRATIONS OR OPENINGS IN WALLS,PARTITIONS OR FLOORS FOR PIPE SLEEVES,ELECTRICAL - DEVICES,ETC.,SHALL BE PACKED,SEALED, LINED,OR OTHERWISE ISOLATED TO MAINTAIN THE STC RATING. DESIGN CRITERIA BEING USED: Must pr vide Ma Duals 21.INTERIOR FINISH REQUIREMENTS SHALL BE IN ACCORDANCE WITH'TABLE 803.13 OF THE American Forest and Paper Association (AF&PA) Wood Frame PLOT PLAN D, J and S as r cr r 2020 NYS BUILDING CODE NYS Energy C( dP 22.LIGHT AND VENTILATION SHALL COMPLY WITH ALL APPLICABLE 2020 NYS Building Code TABLE 1607.1 ARCHITECT: -- - - - TABLE 1604.3 MINIMUM UNIFORMLY DISTRIBUTED ALLOWABLE DEFLECTION OF STRUCTURAL LIVE - StudioPEDRAZZI Architecture + Design MEMBERS LOADS Fire separation 200 west 58th Street ALLOWABLE (in pounds per square foot) required uS per Suite 1 OC, New York, NY 10019 WALUCEILING LEGEND STRUCTURAL MEMBER DEFLECTION USE LIVE LOAD Site Location � NYS Code phone: 212.581 .1978 ROOF MEMBERS SUPPORTING PLASTER OR STUCCO CEILING U240 EXTERIOR BALCONIES , t' ROOF MEMBERS SUPPORTING NONPLASTER CEILING DECKS 60 ! °} All exterior lightin ulso 40 installed,replaced o ROOF MEMBERS NON SUPPORTING CEILING L/120 PASSENGER VEHICLE GARAGES 50 ' I ) repvired shall confor Yi 2 La ers 5/8" type "x" G Brd. O/3 FLOORS MEMBERS U240 ATTICS WITHOUT STORAGE 10 �;; /� r to Chapter 172 O O y yp Gyp. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH U360 ATTICS WITH STORAGE20 of the Town Code o- "o 0 1/2' Wood Studs o/ 1/2" Furring Strip o/ I l' „ EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 ATTICS ACCESSED BY A FIXED STAIRWAY 30 f UL U420 (2) Layers 5/8 Type "x" Gyp. Brd. EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES u120 ROOMS OTHER THAN SLEEPING ROOMS 100 (2) Layers 5/8" type "x" Gyp. Brd. O/3 INTERIOR PARTITIONS WITH PLASTER OR STUCCO FINISH U360 SLEEPING ROOMS 40 i ' OA��A 1/2' Wood Studs o/ 1/2" Furring Strip o/ INTERIOR PARTITIONS WITH OTHER BRITTLE FINISHES U240 STAIRS 40 11 MAR 2 5 7022 (2) Layers 5/8" Type "x" Gyp. Brd. INTERIOR PARTITIONS WITH FLEXIBLE FINISHES L/120 GUARDRAILS AND HANDRAILS 200 BUILDING DEPT. TOWN OF SOUTHOLD (1) Layers 5/8" type "x" Gyp. Brd. o/ 3 1/2' General Notes: ' Wood Studs o/ 1/2" Furring Strip o/ (1) Layers RESIDENTIAL-CODE DATA CHART UL u3105(1 Hr.) 5/8" Type "x" Gyp. Brd. USE&OCCUPANCY CLASSIFICATION R-1 MOTEL(TRANSIENT) 1 . Plywood Shutters will be required for any new glazed area, as per (2) Layers 5/8" type "x" Gyp. Brd. O/ 3 CONSTRUCTION CLASSIFICATION V B WOOD FRAME-PLATFORM CONSTRUCTION 2020 NYSDC 1609.2 - Protective Openings. Cover Sheet O HEIGHTAND FIRE CRITERIA AREA 35'-0"Max.Height ENERGY COMPLIANCE REPORT 1/2' Wood Studs o/ (2) Layers 5/8" Type DESIGN CRITERIA "x" Gyp. Brd. 2020 NYS Building Code 2. The ICC/ANSI A117.1-2009 Shall Govern all Accessibilty Facilities. Cedar Siding o/ #15 Felt Paper o/ 5/8" Plywood o/ 2018 NYS Energy Conservation Code Project Status �� g p � REFERENCE SUBMITTED SEPERATELY COMCHECK COMPLIANCE 1 O6 _ 5 1/2 Wood Studs w/ Batt. Insulation o/(1) Layers National Electrical Code 2017 3. Sprinkler System NFPA-13 REPORT Date 03.24.22 5/8" Type "x" Gyp.Brd. 4. Separate Fire Alarm Plans will have to be submitted to the All Energy compliance shall comply with the 2020 NYS Energy Code (This would Drawn by TRP a O Carpet o/5/8" Plywood o/ Floor Joist w/ batt Fire Marshal for review prior to installation) include lighting, equipment sizing, air leakage test) 00 Insulation o/ (1) Layers 5/8" Type "x" Gyp. o/ CID Brd.1/2" Furring Strips o/(1) Layers 5/8" Type "x" AmOOO UL U570(1 Hr.) N Gyp. 5. All counter and work spaces shall comply with ICC/ANSI N 0 Scale As indicated N co r r � ' 1 Long Island S Orth ott g / ue�st bo �� N Sunset Hotel O• / 62005 CR 48 Southold, NY 11944 o studioPEDRAZZI Architects Drawing Key Notes ropos d Pool der ` Separ to Per it oposed Work Under ing Permit #47148. o - \ Propose ircase Roof Extension ") Lawn � \ � y �East 6�iildlr��g s ( \0 Guest Roo ) o Pool ` O0.1 - - < 0- b D` 0 ues! Rod Parki Lot West Bu' ing � 0 (8 Gu t Rooms) ARCHITECT: CO studioPEDRAZZI Architecture + Design 200 west 58th Street Suite 10C, New York, NY 10019 phone: 212.581 .1978 nJ 0`., Main En o, 2 coo CR 48 0cO. Site Plan Project Status Date 03.24.22 Drawn by Author a 00 Chale 1 Site 00 1" = 20'-0" o (1 Guest om) N Scale 1" = 20'-0" N CO CO Sunset Hotel 72' -3" 4"M" PSL Column Aligned with Structure 62005 CR 48 Below. 13' - 10" 13' - 10" 13' - 10" 13' - 10" 13' - 10" Southold, NY 11944 (2) 1 /3 4"x 9 1/2"LVL Header (2) 1 /3 4"x 91/2"LVL Header (2) 1 /3 4"x 9 1/2" LVL Header (2) 1 /3 4"x 91/2"LVL Header (2) 1 /3 4"x 91/2"LVL Header -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- -- - - - - - - -- - - -- - - --- -- - - - - - - - - - - - — — — — — — —— — — — — — — — — — — — —= — EQ EQ Patio EQ EQ EQ EQ EQ EpPatio Patio Patio EQ Patio , EQ I studioPEDRA=l Architects 0 ,0 I II I II 11 II I r 32 i i 32 32 i 32D Storage Drawing Key Notes II II II 5'-0" 11 LVL Heade New 2"x6" Wood Studs w/ 2 Layer (2) 1 /3 4"x 9 1/2"LVL Header Li /3 4"x 9 1/2"LVL Header (2) 1 /3 4"x 9 172 (2) 1 /3 4"x 9 1/2"LVL He Jer (2) 1 /3 4"x 9 1/2"LVL Header 5/8" Typ "x" Gyp. Brd. Both Sides w/ =J-E I -1 r r j 1=4 Sound Insulation as per Specification One-Hour Fire Seperation Unit 101 0 Unit 104 I 1 Unit 105 Ceiling Height 8'-0" New 2"x4" Wood Studs w/ --- Light 320 sq.ft x 8%=28 sq.ft/Provided 44 sq.ft Insulation. Venting 320 sq.ft x 4%=14 sq.ft/Provided 29.5 sq.ft 1 1 4'-9" 4'-8" II I I. - I I Existing non-bearing wall to I be removed. 4' -8" 8' -91. F1 I I Wall-Hung r] F1 ---------- Vanity Existing wall to remain. Roll-in Shower 5L _ _ JJ — — — I I I 5 L — — — — — — j L ® ---------- Fire Extinguisher E0 S FE 41 -711 ---------- - f= C�:) U: 14 ----------- I? 0 Bathroom F Bathroom Bathroom —Bathroom I �F; 00 Bathroom A) T T ol Occupancy Load: (R 73 -27'7- 1'-T1, First Floor - 1912 sq.ft/200 gross Ll 10 persons FE ------- GK) Q4) Cl4) Second Floor - 1912 Sq.Ft. /200 gross 10 persons 60"x 56"CIO a r7l r7l k`qo Maximum Occupant Load of Space 20 171 171 I- - - - - - - - - - - - - - - - - - ,w- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3'-4" A102 East Building First Floor 4 51-' `�7 bib 6 Lit Plan .1625 Sq.Ft. r" ❑J) 1/4 = 1'-0" CWWO(4- rook( ant4- 72'-3" 13' - 10" 13' - 10" 13' - 10" 13' - 10" 13' - 10" 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 4"X4"PSL Column — — — — — — — — — - V- 1011 Aligned with Structure 72'-3" 4'-71' New Slab on Grade w/Anchor Below. Bolts at Corner J 0 3 & rp New Gas Fired Hot Water Heaters ARCHITECT: (2) 1 /3 4"x 9 1/2"LVL Header 1 1(2) 1 /3 4"x 9 1/2" LVL Heed (2) 1 /3 4"x 9 1/21'LVL Header (2) 1 /3 4"x 9 1/2"LVL Heade 1 (2) 1 /3 4"x 9 1/2"LVL Header _j L_ L zo I F studioPEDRA=l Architecture + Design 3 3 3 1 1 200 west 58th Street (Al 03 4 N Suite 10C, New York, NY 10019 < I Unit 201 phone: 212.581 .1978 Ceiling Height 8'-0" F I I Unit 202 Unit 204 Lr)------- Venting 380 sq.ft x 4%=15.2 sq.ft/Provided 29.5 sq.ft C\j Pool Equipment Light 380 sq.ft x 8%=30.4 sq.ft/Provided 44 sq.1t II II II ---------- ri ---------- 1 --------- (T) F5 C�D ol ----------- 0 ❑� I l l - L L __ _ j L _j I --------- I _ -- --- -- - ❑ '� F ----------- - - - - - - - - - - - - - - ----------- 1 14' - 7" Bathroom Bathroom 0 Bathroom -Bathroom Bathroom N ----------- ,Partial Basement LH _ . ,�__j "1 1: ir=-_aj i(Unfinished) b - 10' 4' -7" ---------- - i 00 10 ----------- 0 ---------- ❑ c ❑ ----------- =7 % I - - L ----------- East Building Floor —III III—III—III—III—III—IIII III IIII I 77� rE L DN ]i �14 00, CL4) 4 01 31 -311 14 GK) Plans 4- -8" Project Status Covered Walkway Date 03.24.22 17' -0" ---------- 41- Drawn by Author C4) East Building Basement J% 10 1 IN 1/411 1'-011 C3 Ip A 3 04 East Building Second Floor Scale 1/4 1 -0 Plan Q co 1/411 1 '-011 III 3�-/Xt7 161111 II II II II New Standing Seam Aluminum Roof (Black) New Railing (Black) Level 6 Sunset Hotel New Painted Fiberglass Door 69 - 5 3/16"_�-r (Black) 2"x10" Roof Extention 62005 CR 48 Southold, NY 11944 studioPEDRAZZI Architects Drawing Key Notes L _7F]i I]F71__TTf NiLi I E 1:1 I ffli ___M F-11 I I E��E E I 1 1 , F 0 E E: EKIETI�= 0 E Li LLeve12 ------- 51' - 85/8" ElEJto Jill Level 1 Level 5 Aff 42' - 7 7/8" _421 -:811 7-7 —17 Elevation 7 - a 3/1611 = 1'-0" —Level 6 69' - 5 3/16" (2)2"x 10" PT Headers Attached to 4"x4"PT Columns EM -__7--------T_ I LL_11_ L E E L Level 2 Level 2 51' - 85/8"__ _�-V 51' - 85/8" I I O i ! 12"x 36"Sonotube w/P844& PC AttOached to 4"x4"PT Each Columns Level I Level 5 =-42'_47-7/e-710 /��,��J R. ;:�.�;�� -=I I I�III EJ I I E__I -1 f 1-1 Elevation 9 - a Elevation 6 - a 41 3/16' = 1'-0" 3/16 1'-0" New Standing Seam Aluminum Roof ARCHITECT: (Black) studioPEDRAZZI Architecture + Design New Replacement Windows 200 west 58th Street (Pella Impervia - Black) Suite 10C, New York, NY 10019 New Fascia & Half Round Gutters phone: 212.581.1978 (Black) Level 6 New Vertical Cedar Siding 69' - 5 3/16" LL 11L is � East Building Elevations Date 03.24.22 Drawn by Author CD C1 LL L j J1 L-1 P L 42' 7;� LJIL Level 5 Al 02 0 LE\, �71=f 71=7 1=��, 17 ff17-f I 7L_1 71 � I-_1 � -II=1 1-1 Elevation 8 - a Scale 3/16" 1 '-0" 3/1611 = 1'-0" Sunset Hotel S - - - - - S S _ _ - - - - - - S S _ - - - - - - - S S - - - - - - _ S S _ _ - - - - - - - S 62005 CR 48 ' Southold NY 11944 P [;;b- REF. - - II - - I - - ! I ! - - - - J REF. - , REF. , - REF. '� I -' studioPEDRA=l Architects -- ---------- - - - --.. i- -/ -- R ----------R +38 - -- - --- -- Ry _ R -- - - �— -I R - ' - +3g I - —1 - ,I\ _ , +33" +38" - I - +38 -,- TT I __, Drawing Key Notes 4' -0" 5' -0" � 3 d I I / TV / I ' - l TV j TV ❑ I' R R R - _I , u I a � ��= u � � � � u II � I u� � R I Shelf LED Light Strip - _ _ - - --- -- _.____j - -- - - , r _..,-..._,.. _. +38" 33.. Smoke/CO Detectors(as per local codes) FD \ � Shelf LED Light Strip `'1 ''.J ! +33"� _ _ _ ,' P +33 _ P _ -_- _.e--- P - P ,' ^ --------- I P Ceiling Mounted Fixture — —� \— — — - - -- �- - - -._ � C - [Unit 103 —/ Unit 104 Unit 105 , —--- 0 I /� \ — -___-- -------- , Unit 101 U�nt 102 � ` i 1 -- --- I. REF. I � I - -, -- �� Wall Mounted Fixture LL — — — — - - - ---------- \ Switch 48" TV S/CO r S/COI cs/co I U I -- U ' -- --___ / ` / / 1 O, I I / 3 Way Switch ,// 1, r 03 y a II / I I r , Floor Receptacle — —— — — R R ��"" R C. —__� i' R R / I R 'f' zzo O / ` / - ------- -- ----- ----- - I - R Receptacle 1 --_. \ / _ / t=_ _==____��' it ❑ ❑ \ —I1 �— / / '—'n \y-- - �, / Weatherproof Receptacle Counter / / !; ! '! wp C\J /` 220 Receptacle iz - I --- Level 5 ! l- - - -- - -- - �'I / ti - L. 42 - 7 7/8 � n;I J �. � � � Switched Receptacle ----_u II a li Ref. I Fourplex Receptacle S S S S S I Closet Desk Closet I Cable TV/Phone Jack I II II u n u Al ._'�_ __ ❑U USB Jack „ _ „ — — — — — — — — — — — — — — — — — — — J — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — 3/8 1 -0 L — L0LL � L � L - - — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - F -Switched Separately O- Ceiling Recessed Fixture-WAC AETHER R -O- Scounce Light S 4' -0" 5' -0" 2' -0" 4' - 1" East Building First Floor Landscape Light Shelf LED Light Strip � p g 11 0Power Plan 1 1/411 = 1'-011 - }P Pendant Light Cabinet Task Light / \ w / \ "' 3 48"TV 0 o - IF Ti $ j _ $ P I a \ / 11 —$ 11 I ---- 1 _ +24" _ l +24 +24 R - - -II 0 u u R _ _ �_ �! u ARCHITECT: Bench Fireplace Ref. Closet it / U U , I REF. I , Provide Power 7 If TV ❑pIS ,1 i ❑i 0 it studioPEDRAZZI Architecture + Design i — 200 west 58th Street A2 u �' ! u ! I — �U] u❑ - — u Suite 10C, New York, NY 10019 4 3/8" = 1'-0" - A103 N I REF. U R -� - - - !------------ - I REF. II REF. __I -- - - I _ phone: 212.581.1978 - — REF. - R —� R R R 9 1 - - I i� �► _ S --- --- - T _= -' --------- r Unit 201 , I �- Unit 202 I Unit 203--� I I [ Unit 204--, ,\ I- Unit-- -- 5 I 205 j �---- - - - - -i�� ---- , —- -- S/CO (S/COS/CO Ec�o \I 1 R R R OR OR R EzrjFI - - S El - \ LL _ — n C I 1 i East BuildingPower Plan �'--- j Project Status S S S S S Date 03.24.22 I I I Covered Walkway i Drawn by Author � 11711 Al 03 East Building Second Floor N Power Plan Scale As indicated N 2 CO 1/4" = 1'-0" U y NOTE. LOCATE ALL PLUMBING VENTS ON Sunset Hotel REAR ROOF OF BUILDING C (� Vented Attic 4" VENT THRU ROOF 62005 CR 48 Southold, NY 11944 ROOM 201 ROOM 202 ROOM 203 ROOM 204 ROOM 205 r- - - -+ - - - - - 7 - - - - -I- - - - � - - -i - - � - - I - - - - -� - - ,- - - - 1- - - - - -r - - 211 21112"I 211 2111 2111 1211 1211 211 2111 �11 1211 1211 �" �" studioPEDRAZZI Architects Guess Bathroom Guess Unit ' I LAV 1 I LAV I 1 LAV V. I BID I1 I I - I W.0 I I W.0 TWB I 2 W.0 W.0 TUB C. I T B SHOWER SHOWER I SHdWER I SHOWER I SECOND FLOOR Drawing Key Notes — —Level 2 211 211 211 211 211 51' 8 5/8" 211 7 3'1 31' I - I Guess Bathroom Guess Unit SII N ' CID ROOM 101 ROOM 102 ROOM 103 ROOM 104 ROOM 105 ± 2'1 211 2111 211 211 2111 2'1 211 2111 Level 1 I LAVI I I LAVI I I LAV, IIr/ V TUB . I V. IL 17- I- - -- - 1 C I C 1 --- --I --- - ---- _- - --!- -- ---- —I- I_'- -= _ -- -- _-- _ I SH01(/ER SH01i'VER I SHOWER SHOWER -- I — I- -- --_I --- ___ FIRST FLOOR -----I I-- I----- ---- -- _ 2" 21' 21' I 2'1 211 Mechanical Room SeGtII II 3'1 �-- , --- --, OCl 8 - ----- I 1 � ' 3 --- 1 I4_ --- -- --- -' – -- --- ---- I !--- ' -- - --- I Level 3 411 -- -- - � 33' 8'1 1 I I- 1 1 I II — — — I I I FLOOR DRAIN 4" BASEMENT 2" EXISTING TIE INTO EXISTING SEPTIC SYSTEM Plumbing Schematic 1 = SIMPSON JOIST HANGERS 3/16" 1'-0" (2) 1 3/4"x 11 7/8"LVL BEAM AZEK BOARD 4"x4" PSL POST w/PC44& PB44 TO FOUNDATION I FIREPLACE FIREPLACE FIREPLACE FIREPLACE FIREPLACE I ARCHITECT: 3 Detail @ Beam SECOND FLOOR 1 " = 1'-0" studioPEDRAZZI Architecture + Design 3/4" PIPE 3/4" PIPE 200 west 58th Street Suite 10C, New York, NY 10019 phone: 212.581.1978 V` GAS METER 1 PIPE 1i..Y( EQUAL EQUAL • 4 3 2 ` 21/2„ LPG FIRED WATER HEATER EQUAL O 156,000 BTUH Rheem s Model G82-156 + PELLA IMPERVIA CASEMENT WINDOW HOT WATER HOT MATER I6 EQUAL (3-0/5-0)EGRESS UNIT U Factor= .29 C3D HEATER HEATED + + PRESSURE 2+rz° 37 [L PELLA MULTI-SLIDE PATIO DOOR + REGULATOR ,,MAX. 1 (9'-9"z 6'-11") 6 18 EQUAL U Fador= .29 12 / O ' ' /Double 2 x Floor Joist 13 7 � � / BASEMENT SECTION � / ' O Plywood Subfloor 3/4" PIPE 3/4" PIPE -/ Riser Diagram 4 Floor Joint � � 1" PIPE O 2 x 6 Blocking Gas Riser Project Status 21a 2 1/4" = 1'-0" Date 03.24.22 8 1 Li Stair Detail A — — Drawn by Author 12 Simpson HU Hanger co N 13 2" x 12" Stair Stringer @ 12" o.c. w/ One Adjacent to 40 PLAN VIEW O 14 (� Al 04 Wall. 45 MIN. Fire Rated Door& Frame 3'-0"x 6'-8" Fiberglass Entry Door 2'-8"x 6'-8" MDF Door N 16 wood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws (Simpson or Approved Equal) (ADA Lav-32"Clear Opening) N Cut Plywood 9 rY Scale As indicated N Window/Door Legend co 18 Cut Plywood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws 3/8" - 1'-0" Patio Patio Patio A A A A A �1 'f� Unit 101 �1'QJ nit 102 �1 ' Unit 10 Unit 10 \1-1'to Unit 10 ----- ----- 1 2„o 1 2„0 12„o 12„o 12„� 1 �. 12„ 12 Ito 12„0\ \_1 1"o 12„0 A 11.0 A 12 A 1Ito ------ ------ 1„� --- - --- 1"0 1"0 1„o 1 1„0 2 ---------------- ----------------- A A A A A --------------- --------------- oo [4 „� „o 1,. ------ DDV- I 13 2"0Down & U A A A A A 0 11 Motel #1 1 st Floor Sprinkler Plan B \1-10 B CELLAR Water supply valves shall be supervised and monitored by a 11.0 fire alarm system 2"3 From B 1,-G Above All sprinkler lines are to be 4 FD filled with Noble Model „ Connection PG38 or equivalent antifreeze solution. 16 n1E Down Motel #1 7, , Cellar Sprinkler Plan I Scale: 1/4" = 1'-0' Condon Engineering, P.C. Sunset Motel o Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education I Law,Article 1458,Section 7209,for any person unless less acting under the direction of a licensed Drawn by : JJ C 1755 Sigsbee Road 62005 Route 48JK 1A Professional Engineer,Architect,or Land Surveyor,to after an item in an way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Green ort New York Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 5-25-2022 signature and the date of such alterations,and a specific description of the afteration. (631) 298-1986 0 0 0 A A A Aq ----------- /11 0 12 1-01 2'so 2„� 1 2„o ------------- -------------- i ------------- Wj -------------- A � p` A o 1 z ----------------- ----------------- Ito -------------- Ito ----- ----- ------------- -------------- 1 2 too ----------------- CD-------------- O ------------- I \11 2'to1 2„0 A 12'so A A -- - - --- --- - ----- z ----- ----- 130 --------------- 2"0 Down --------------- Motel #1 Attic Sprinkler Plan Unit 201 jUnit 202 Unit 201 1 Unit 201 jUnit 205 1110-\ 0 12„0 o 0 OA 12„0A 12 0 �12no A A 12 A -------------- 1"f?1 1----- 110 1"f?1 1"Q1 1"0 1"0 1"Q1 1"QJ z -------------- -------------- - 0 LJ ----------------- Water supply valves shall be --------------- supervised and monitored by a -------------- A 4 q A A A A q A q _ fire alarm system --------------- OA ----------- --- --- IL ------------- 1� --------------- -------------- --------------- Ito ----------------- Al :)D l sprinkler lines are to be ___ S7 I)D q.DD 1 filled with Noble Model 1;-7 \ or- 12 ------ -------- PG38 or equivalent -2"0 Down ----------------- antifreeze solution. A A A Covered Walkway A �z H i Motel #1 .. ;: �' :,• 2nd Floor Sprinkler Plan i y esw = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4” 1'-0' Condon Engineering, P.C. Sunset Mote Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Sigsbee Road 62005 Route 48 Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Greenport, New York Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date : 5-25-2022 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 36"deep from existing grade #5 Rebar 12"grid into existing foundation and angle down into new wall #5 Rebar every 12"long way(north-south) Sunset Hotel (N�cp V 9 72' -3" 6"X6"PSL Column 13' -9 112" 13' -9 1/2" 13' -9 1/2" 13' -9 1/2" 13' - 10" Aligned with Structure Q 62005 CR 48 Below. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --- --- - - - - - - - - - - - - - - - - - - - - - - - - - - Southold, NY 11944 4"x 9 1/2"LVL Header.," /3 4"x 911/2" LVL Header 4 x9l/2"LVL Header (2) 1 /3 4"x 9 1/2"LVL Header '(2) 1 /3 4"x 9 1/2"LVL Header' (2) 1 /3 . (2) 1 (2) 1 3 r— Patio i I Patio Patio Patio i I Patio EQ EQ EQ EQ EQ EQ EQ � I ! I . / studioPEDRAZZI Architects EQ EQ EQ / 10 New Slab on Grade w/Anchor LO tv- Bolts at Corner Drawing Key Notes New Gas Fired Hot Water Heaters Storage 6 -5" 1 New 2"x6" Wood Studs w/ 2 Layer 2) 1 /3 4"x 9 1/2"LVL Header (2) 1 /3 4"x 9 1/2"LVL Header (2) 1 /3 4"x 9 1/2"LVL Header (2) 1 /3 4"x 9 1/2"LVL Header (2) 1 /3 4"x 9 1/2"LVL Header -- ---- 5/8" Typ "x" Gyp. Brd. Both Sides w/ Sound Insulation as per Specification One-Hour Fire Seperation \3> Unit 101 I ! Unit-104 Ceiling Height 8-0" 3 3 3Unit 1051 �� r -O,- _{ LI I n-- _'_o '` -�„-I�\--�_--w-II/I:1I�----I'i �i ! r i,, - 0' 2 I -- -- 3 New 2"x4" Wood Studs w/ I1(iII - - i-�I, _;C�-I_ 320 sq.ft 320 sq.ft 320 sq.ft 320 sq.ft =IIIIIiiIIIII II I1 1I 1 Light 320 sq.ft x 8%=28 sq.ft/Provided 44 sq.ft Insulation. Venting 320 sq.ft x 4%=14 sq.ft/Provided 29.5 sq.ft 4'-9" 4'-8" 1 1 I== Existing non-bearing wall to Pool Equipment 320 sq.ft be removed, 8'-8" Wall-Hung 4' -8 1/2" A/ 8' -8 112" 'Vanity 10 Existing wall to remain, Roll-in ShowerII I -UP co _��„,,I'I�I y� 1 5 5 r F.�E Fire Extinguisher �4' -6 112" t 4 C�D 7" 1�1 IJ- Unfinished Open Bathroom ' Ba -1 throom -J Basement 0 Bathroom Bathroom Bath. ADAC j 00 20 h ------ r7: ! V/ 01 L Occupancy Load: (R-1) Lfl--------aj di N7 iL -7L - 1 1 L4 r I r 17 - -- ---7 - -- I Ll ---------- First Floor - 1912 sq.ft/200 gross 11-11 711-111-111-117 E 10 persons o =6 CiK) GK) C�) < Second Floor - 1912 Sq.Ft. /200 gross 10 persons 60"x 56"Clear Space co LO Existing 6"x 6"Wood Post 171 -0" 0 �uw. Maximum Occupant Load of Space 20 L (3)2"x 12"CCA Header 0 (3)2"x 12"CCA Header U- East Building Basement 1/411 1 1-011 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - East BuildingLFIrst-Floor- - - - - - -- - - - -- - - 3'-4" Al 02 Plan IIIIII rIIIIIiIIIIIIIeI 11 1 IF -+II!,IIi_ J) 1/4 1 -0 New 4"x 4"Wood Post 72'-3" IIIIIjI1II 13' -9 1/2" 13' - 10 1/2" 13' -9 1/2" 13' -9 1/2" 13' - 10" 6"X6"PSL Column Aligned with Structure 1 1) Q�ij �T vj - - - - - - - - - - - - - - -v Below. Existing Wall Below New Direct Vent Gas Fireplace - - - - - - - - - -I I i I 1 1 1625 Sq.Ft. 12'-3" 1'-6" '(Empire Tahoe 36 DVCD36FP) o 3 Rr 4'- 11" 72 -3 4"M" PSL Column ARCHITECT: El 01- Aligned with Structure (.0 Below, studioPEDRAZZI Architecture + Design (2) 1 /3 4"x 9 1/2"LVL Header 1(2) 1 /3 4"x 9 112"LVL Header (2) 1 /3 4"x 9 1/2"'LVL Header 2"LVL Header 1 3 4 (2) 1 /3 4"x 9 1/2" LVL Header 0 -Z=-z I - -J I 7 - 200 west 58th Street Lo, I Suite 10C, New York, NY 10019 1 /4 x 10" LVL Ridge - Sistered to Exiting Framed Ridge - Strapped 3 > 3 phone: 917.796,5451 Al 03 4 <2 as Required. 0 Unit 201 0 Ceiling Height 8'-0" STRUCTURAL ENGINEER: U--n..i..t 2073 r' / 1 1 Unit :204 Unit 205 Venting 380 sq.ft x 4%=15.2 sq.ft/Provided 29.5 sq.ft co I I Alvin P. Tabar P.E. (2) 2 x 10" PT Headers Light 380 sq.ft x 8%=30.4 sq.ft/Provided 44 sq.ft 380sq.ft 380sq.ft 380sq.ft 380sq.ft X C14 315 Church Street Attached to 6" x 6" PT Columns 380sq.ft 4th Floor, New York, NY 10013 r -5 .5 5 - 7 phone: 917.993.3200 0! 10 i 1 0 0 -T LO 0 0 4-- f (ID 7- A- L 1 14' -7' 0 0 0 X L Bathroom, Bathroom throom Bathroom - Bathroom jI - -i - -1 F, 6 X6" PSL Column 810 112" 4' -7 Aligned with Structure i 14 0 4-J B)low. 6"X6"PSL Column LO ---------Aligned with Structu Below. East Building Floor L - - Plans -:4 Project Status 4 ------------ 8' -8 1/2" Date 10,27.22 co D Drawn by Author Covered Walkway __: a- A2 CY) WX ---Existing Header-LLIL, Al 01 L- - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 0 CIN 3 Scale 1/4 1 -0 0 East Building Second Floor r,4 C�D F;T=7==51111,111 A "7 L0111. 7 - 02 ( 5Roof Plan 1/411 = 1'-0" A102 2 Plan 11 ()$1 New Standing Seam Aluminum Roof (Black) New Railing (Black) Sunset Hotel New Painted Fiberglass Door (Black) 2"x10" Roof Extention 62005 CR 48 Southold, NY 11944 studioPEDRAZZl Architects Drawing Key Notes O ® 0� r uTlp Qn- 1-7 __ �0 ® T—lQI-1f T=fTlp � Level _ 1 �� ' 4U 51' -_8 5/8" i I j i i I I i I i I El ; 1 / \ , i i I i I El ' � E] i I _ Level 1 _ _ _ _ _ _ — _ _ _ � U1 I _ Level s — — — - — — — — — — — — — — -�_� - - - - =1 I I=1 I I=7L7_ 1 I I=1 Ii=1 I I=1 I I=1 I I 1 I 1 I I 1 I 1=111-1 1'-0" 1,-0„ 2" x10" Roof Rafters Exisitng Roof 5" 5" \ 2" x8" Ceiling Joist NOTE: LOCATE ALL PLUMBING VENTS ON Sunset Hotel — -— - — - — - Vented Attic REAR ROOF OF BUILDING 2" x 8" Floor Joist @ 16" o. w/ @' x 3" VENT THRU ROOF 8" Cont. Ledger 62005 CR 48 (1/2"-13 � 8" Southold, NY 11944 Carriage Bolts) ROOM 201 ROOM 202 ROOM 203 ROOM 204 ROOM 205 rail i - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - 1- -42" GuardGuest - -I- - - -I Bathroom Guest Unit zo 2'1 2"I 2"1 2'1 2"I 2"1 1 2" 12" 2'1 2"I 2" 12" 12" 2" �" �" studioPEDRA=1 Architects (3) 211 x 1�" _ I LAV, I I LAV.• I I I LAV, I V. I I V. I I Headers top —� 1 W.0 W.0 TWB I W.0 W.0 TUB C. � T I B Existing 6° x 61 2 SHOIWER SHOIWER SHdWER I SHOWER Drawing Key Notes Wood Pdst. �`, — _Level 2 SECOND FLOOR - 51' - 85/8" 211 211 211 211 211 7 2" 36" deep from existing grade 3" 3" L - — - — - — - -- - — - — - — - — - — Guest Bathroom Guest Unit #5 Rebar 12" grid into existing foundation and angle down into new wall zo #5 Rebar every 12" long way (north-south) I ROOM 101 ROOM 102 ROOM 103 ROOM 104 ROOM 105 N-WWWM— — I 42' - 91� 2�1 211� 2"1 2'1 211 2"1 2'1 211! 2"1 -- ------------- I LAV• I I LAV• I I LAV• I I V. I V. I - - -- - - - —. -- — ---- W. C. W. w. I- --- ----- - - - -1='- -_--- -I-=— --- SHOWER SHOWERTU l ; I I I ' C. - ---- J-1i — ---I ILIASHOWER SH WER -- FIRST FLOOR -- -- -- ---- Mechanical Room ---- - --_- - -- -- ---- _- 3„ 3„ -""_- --- I 2 11 211 211 2" 211 ' ' ' ' I _ I - --- =Section 8 -I ---- ------ -- ------ - --- ----- --- - 3--- -_ ----- ---_- --------= 3�, I I 'I I i i 11/411 11, 0 , - I I I ------. �-----III— I----- _--_, I_- _ Level --- I I 1 ! I -- — — — — I — — — — -- - --- -- --- j =-_ ____ — --- 33' - 8' 411 I I I I FLOOR DRAIN 4" BASEMENT 2.. EXISTING TIE INTO EXISTING SEPTIC SYSTEM SIMPSON JOIST HANGERS Plumbing Schematic i (2) 1 3/4"x 117/8" LVL BEAMO 3/1611 = 1'-0" s AZEK BOARD F s 4"x4"PSL POST w/PC44& PB44 TO FOUNDATION I I I FIREPLACE FIREPLACE FIREPLACE FIREPLACE FIREPLACE 3 Detail @Beam ARCHITECT: 1 11 = 1'-011 SECOND FLOOR studioPEDRAZZI Architecture + Design 3/4" PIPE 3/4" PIPE 200 west 58th Street Shiite 10C, New York, NY 10019 phone: 212.581 .1978 GAS METER 1" PIPE 11"MAX EQUAL EQUAL 4 3 2 \ 212" LPG FIRED WATER HEATER \ EQUAL \ 1 156,000 BTUH Rheem 5 \ O Model G82-156 HOT WATER HOT WATER r, C_ t \ PELLA IMPERVIA CASEMENT WINDOW ;�� , ` �� ' + 6 EQUAL (3-0/5-0) EGRESS UNIT 1 ~' i U Factor= .29 32 HEATER HEATER + \ PRESSURE a :, + 21/2" 37 PELLA MULTI-SLIDE PATIO DOOR REGULATOR " ` 1 6 18 1"MAX. (9'-9" EQUAL U Factor=.29 lz ' / 13 O Double 2 x Floor Joist 71 AX ' SECTI❑N ,' ,' / BASEMENT ' �� 3/4" PIPE 3/4" PIPE 3 Plywood Subfloor Riser Diagram 0 4 Floor Joist �� 1" PIPE 5 2 x 6 Blocking Project Status Gas Riser 212., � � � Date 09.06.22 8O 1" Lip — — — 1/4" = 1'-011 Stair Detail A Drawn by Author 12 Simpson HU Hanger ` CL co 13 2" x 12" Stair Stringer @ 12" o.c. w/ One Adjacent to 40 PLAN VIEW 6 C14 O co Al ® M Wall. 45 MIN. Fire Rated Door& Frame 3'-0"x 6'-8"Fiberglass Entry Door 2'-8"x 6-8"MDF Door N Cut Plywood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws (Simpson or Approved Equal) 16 (ADA Lav-32"Clear Opening) N Scale As indicated M 18 Cut Plywood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws Window/Door Legend 3/8" = 1'-0" ----------------------------- ----------------------------- ----------------------------- - --------------------------- - ----------------------------- - ®__---_--_--_--_ _---_ --_ _--_--_---_—_— _— _ = _--_--_--_-------_ —_--_--_--_— --_-- —_--_--_--_--_ _--_— Patio Patio Patio A A A A A Unit 101 `� nit 102 `� Unit 10 Unit 10 Unit 10 1„o 1 Ito 1 to 1„0 %"0 ----- --- 1 2„� �1 2„� 12„ � 12„� 12„� 1 ., 1 2„12„0 1 2„ ----- ----- A 1 l no 1 2 n0 A 1 2 logo A 1 p A 1"o -------------- 1"fd -------------- --------------- ----------------- ----------------- ----------------- ---- --------------- A A A A A --------------- 1 --------------- Ito too DD ED v — 13 'to 2"0DownBU A A A A A ❑ O O ❑ ❑ ❑ ❑ Motel #1 1 st Floor Sprinkler Plan B \_t„0 B CELLAR Water supply valves shall be " supervised and monitored by a fire alarm system TO From �C B 1„0 Above 41 All sprinkler lines are to be 4 FD Connection �� i• �1 �' filled with Noble Model 2 PG38 or equivalent antifreeze solution. n 16 Down Motel #1 I Cellar Sprinkler Plan I Condon Engineering, P.C. Sunset Motel Scale: 1/4 1'-0 " = ' I 11 0 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education I Law,Article 145,Section 7209,for any person unless less acting under the directionof a licensed Drawn by : JJC 1755 Sigsbee Road 62005 Route 48 Professional Engineer,Architect,or Land Surveyor,to after an item in an If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Greenport, New York Land Surveyor shall affix to the item his/her seal and the notation'Aftered by'followed by his/her Date : 5-25-2022 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 36" deep from existing grade #5 Rebar 12"grid into existing foundation and angle down into new wall #5 Rebar every 12" long way(north-south) Sunset Hotel 72' -3" Le 6"X6" PSL Column 13' -9 1/2" 13' -9 1/2" 13' -9 1/2" 13' -9 1/2" 13' - 10" Aligned with Structure 62005 CR 48 Below. — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Southold, NY 11944 2 1 /3 4"x 9 1/2"LVL Header. (2) 1 /34"x9 1/2"LVL Header (2) 1/3 4"x 9 1/2" LVL Header (2) 1 /3 4"x 9 1/2" LVL Header " 2 1 /3 4"x 9 1/2"LVL Header's = Patio Patio Patio Patio Patio 1 EQ EQ studioPEDRA=l Architects I r EQ EQ EQ EQ EQ EQ EQ EQ 1 ' I � 10 01 New Slab on Grade w/Anchor Lo I Bolts at CornerIL ❑ 32 32 32 32 32 I Drawing Key Notes New Gas Fired Hot Water Heaters 1 I Storage 1 New 2"x6" Wood Studs w/ 2 Layer —I I I I—i I II i Iiii--i I i—IIIq_I1 (2) 1 /3 4"x 9 1/2" LVL Header (2) 1 /3 4"x 9 1/2" LVL Header (2) 1 /3 4"x 9 1/2" LVL Header (2) 1 /3 4"x 9 1/2" LVL Header (2) 1 /3 4"x 9 1/2" LVL Header /8" Typ "X"_ — — — — — — — — — — — — — — 5 Gyp. Brd. Both Sides w/ 4 I - -- - Sound Insulation as per Specification I _ 1 One-Hour Fire Seperation `> FACP I (A.113 HS I -T Unit 101 3 Unit 102 3 Unit 103 3 Unit 104 Unit 105 I 14 r Ceiling Height 8'-0" 320 sq.ft 320 s .ft 320 sq.ft 3 2 I New 2"x4" Wood Studs w/ PS - q q q 3 0 sq.ft I Light 320 sq.ft x 8%=28 sq.ft/Provided 44 sq.ft I Insulation. 1 - -- Venting 320 sq.ft x 4%=14 sq.ft/Provided 29.5 sq.ft 4'-9" 4'-8" --- ------ ; 320 sq.ft I ❑ ❑ C-� Existing non-bearing wall to I ; I be removed. --__ --- _- Wall-Hung 1 I I I I 4' -8 1/2" 8' -8 1/2" I I I 1 I I Vanity 1 , I , I , O Existing wall to remain. r Unfinished Open Roll-in Shower BJP p I HS HS HS HS S/Co HS S/c0 - - ---- ❑I I I I I I Basement I -- - - �, Q s/co O O I 1 I 1 1 1 1 Zo s/co — I -- s/co ST ! S/co I F.E Fire Extinguisher --_ I -- - 4 6 1/2" Of --- --- �I y__ - - - - _ Bathroom =1= _`�- — — i Bathroom ___--___ I G xHs o (� \ Bathroom I i� -- -�' s/co Smoke /CO Detector < 'Bath. Bathroom - _ ADAC _ II - ❑; ___-====;1 Hs Horn Strobe 1,_6„1 in I —III t��! - ❑ ' - I I O �I 1+ sT Strobe —III III—III—I I I- I I I I I IIIIII—III— = IL X17 14 I F.E o -'' 11 I1 11 14 14 _ 14 14 Iii II II n n I 0 0 I Q 0 II 11 Il 11 I , , Ps Manuel Pull Station Waterflow & Sprinkler Tamper I I I Ill Il �I I. I 1 at Main Valve I I I CID 11 60"x 56"Clear SpaceII 11 11 Ii Ill n n u u Existing 6 x 6 Wood Post N i;; ;; ;; ;; m I I FACP Fire Alarm Control Panel (3)2"x 12"CCA Header ❑ ❑ ❑ _°o �/ (3)2"x 12"CCA Header East Building Basement - - - - - - - - - - - - - - - - - - - - - - - - 1 4. I Occupancy Load: (R-1) 1/4" = 1'-0" L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Easf_B-uildingFirstfloor - - - - - - - - - - - - - -� - - — — — First Floor 1912 sq.ft/200 gross 3'-4Plan 10 persons A102 1 Second Floor - 1912 S Ft. /200 gross = 1/4" = 1'-0" New 4"x 4"Wood Post Sq. 4 10 persons 72'-3" Maximum Occupant Load of Space = 20 I, 13' -9 1/2" 13' - 10 1/2" 13' -9 1/2" 13' -9 1/2" 13' - 10" a tc - ' Le Le 6"X6" PSL Column Aligned with Structure- — — — — — — — — — — — — — — Below. i 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 Existing Wall Below I I I I I — — — — — — — — New Direct Vent Gas Fireplace I 12'- 3" 1'-6" (Empire Tahoe 36 DVCD36FP) T 3 I Yp• ti. I 1 1 4'- 11' 72'-3" ❑ Column Aligned with Structure I . o_ I Below. r_ 1 — (2) 1 /3 44�x 9 1/2" LVL Header — —(2) 1 /3 4"x 9 1/2" LVL Header (2)1 /3 4"x 9 1/2"LVL Header — (2) 1 /3 4"x 9 1/2" LVL Header — (2) 1 /3 4"x 9 1/2" LVL Header — U� I 1 /4" x 10" LVL Ridge - Sistered to (n I I — — — — — — — — J Al 03 4 I r EMERGENCY MONITORING SYSTEM 6/6/23 2 A102 Exiting Framed Ridge - Strapped $ I I Unit 201 a � 3 �_ 3 -" 1 a Required. I I ARCHITECT: I I -- ---- Ceiling Height 8'-0" 3 0 N Venting 380 sq.ft x 4%=15.2 sq.ft/Provided 29.5 sq.ft I I A102 5 r Light 380 sq.ft x 8%=30.4 sq.ft/Provided 44 sq.ft 1 g q q q Unit 202 Unit 203 Unit 204 Unit 205 II studloPEDRAZZI Architecture + Design „ „ I ao I 38os 38os 380s .ft q ft 3 I ❑ 200 west 58th Street (2 2 x 10 PT Headers N ____ q Attached to 6" x 6" PT Columns I - Ir[HS] Suite 10C, New York, NY 10019 I _ _ _ HS HS HS S/co HS s/co I 1 I 1 1 phone: 917.796.5451 I 1 I I p 1 Ln O S/co o Q Q 5 I 1 1 S/CO O I o O I -- --- ' 1 .� ❑ 1 1 1 1 1 1 STRUCTURAL ENGINEER: I � � I I I � � I o- I I -- --- I --- --- Alvin P. Tabar P.E. X I 315 IChurch Street 1 t 4' -7 --- o ^' -- Bath _ --- 4th loor, New York, NY 10013 U I om at roo _ I I I „ F -- --- o ' � o Bathroom a room r f 1 Bathroom room ; '.- 8' - 10 1/2" , � 4' _7„�' .I --- --- phone: 917.993.3200 6X6 PSL Column r I A igned with Structure I M - B low. - 6"X6" PSL Column -- --- o Aligned with Structure __ ___ . --- --- I East Building_ � n Floor Below. --- - ► g -- 7 PI ans T 01 N 14 14 14 F - �, -- - - -- - -- - - - - _ - Project Status - - 14 4 4' -8 1/2" - - 8' -8 112" - - - - - - - - - - - -- - - - -- - -- - - o - - - - - -- - - -- - -- - --- - I - _ - -- - - - - -- - --- - - - DN. Date 06.05.23 Drawn by Author - - -- - - - - - - - - Covered Walkwa - --- --- - --- - I I - - ❑ _ - -- - - ❑ - - - - ExistingHeader ❑ - - ❑ ❑ - - - ❑ Al 01 - - ❑ N Au L- - - - - - - - - - - I - _ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — co N ' JUN - 7 2023 Scale 1/4" = 1'-0" N Roof Plan 3 East Building Second Floor co 5 1/4" = 1'-0" A102 2 Plan Sunset Hotel 62005 CR 48 3 54' -9" Southold, NY 11944 A-104 20' - 7" 10' - 7" 10' - 3" studioPEDRAZZI Architects 00, Coordinate Staircase w/ Clean-Out 7 7 00 00 Landscape Contractor NOTE: LOCATE ALL PLUMBING VENTS ON Drawing Key Notes REAR ROOF OF BUILDING _ o o I 2x4 Stud Wall with Drywall both 4" VENT THRU ROOF 4" VENT THRU ROOF 4' - 411 sD I Side ,ADA-L=ay. H2O Heate COFFEE BAR ADA LAV ADA LAV ® F. I 32 I I �.� New 8" Wide 3500 psi Poured in place - W/H Room - - - - Concrete Walls, atop of 2'-8"x1 '-6" F- - - T - I 111 12" 2" 3 Pool Equipt. _ _ Poured in Place Concrete Footing, (2) #5 D,W.I SINK. LAVI 2 I I LAV. °' `Y' 14 17 Rebar at top of wall and bottom, Min. of W.0 W.0 QD © Provide 12 Air Exchange/Hr. = �o} 3" Clearance. Footing to hae 2"x4" sD Keyway and (3) #5 rebar continuous. OA Fin. Flr. to be 4"Below Main Flr. r FIRST FLOOR �t I FACP 2 - - - - Existing 4" Stud Wall to be Removed A-104 — — — — F.D O _. - - HS F.E F— — — T 2"— — — 2„— — T -� 2„— — ® Hs ® 3 Min. '-8”Fire sting Corridor �- _ - _ - Un-excavated Area at Stone 21 2"I DISH I ASHER. HXNDSINK. CdMP.SINK. I - 34 sD ® Porch. LAVPs Prep. Kitchen Q FLOOR DRAINS 2" GREASE 211 r2' M PSINK. 3'-0”x 7'-0" Mtl.Door 04 JQ co W.0 211 ® Exit Sign. BASEMENT 3TRAP w/Panic Hardware 3" 2" (To Remain Unlocked During Business S/CO S/co Lighting Hours) SD SD 3 3 FFE] OG O O 3 F E Fire Exstingusher CO TIE INTO SEPTIC SYSTEM FF- ----- 3' - 0�� 10 As/Co Smoke /CO Detector co "====== I CLR. O r fi i Plumbing Schematicl _____ ----- Storage Storage I� Floor to Be Trimmed Back HS 1 3/16" — 1'-0" ----- Above-All wing for Headroom Horn Strobe 30 31 II ---___ W--- II Ps Manuel Pull Station I Elec. Panel F - li v FACP Fire Alarm Control Panel Waterflow & Sprinkler Tamper 7 01 10' - 711 10' - 8" at Main Valve U EMERGENCY MONITORING SYSTEM 6/6/23 EQUIPMENT LIST 2 Lobby Basement Occupancy Load Calculation: BASEMENT 1/411 - 1'_0'. Accessory Storage = 300 sq.ft./300 Net = 1 person Prep Table 72" x 30" Dishwash w/Side Table 0 Ice Maker 30" x 34" (?) Prep. Kitchen (A-2) = 480 sq.ft./200 Net = 3 persons © Refrig 77" x 32" © Compartment Sink 0 Speed Rack 27" x 22" KITCHEN WILL BE USED TO SERVE FOOD TO © Freezer 77" x 31" O Hand Sink MOTEL GUESTS ONLY L U C Oven 40" x 40" (D Mop Sink NO COOKING DEVICES THAT CREATE SMOKE OR GREASE 11'MIN. EQUAL EQUAL O Shelves 60" x 24" 4 3 2 21/2" ARCHITECT: EQUAL 5 � studioPEDRAZZI Architecture + Design + 200 west 58th Street t EQUAL Suite 1 OC, New York, NY 10019 21/2" 37 phone: 917.796.5451 18 ,'MAX 6 EQUAL M / � ;�. STRUCTURAL ENGINEER: 12 k M " I Alvin P. Tabar P.E. 7"MIN. 3 / ' y` / + �.� `�' 315 Church Street SECTI❑N 4th Floor, New York, NY 10013 '41JI" phone: 917.993.3200 O2 Double 2 x Floor Joist OPlywood SubfloorGENERAL NOTES Lobby Basement O Floor Joist _ 212„ 1 . Verify with Architect exisitng footing size and foundation wall thickness before proceeding. 6. Provide #15 felt membrane damp-proofing over trowelled on mastic on all poured concrete Plans If other conditions are encountered or special site conditions prevail the contractor is foundation walls from grade to footing. O2 x 6 Blocking n responsible for notifing the architect. 7. Provide 6 mill polyethylene vapor barrier under concrete slab. Project Status O2. All footings to bear on undisturbed soil with a min. allowable soil pressure of 4000 lbs. /SF and 8, Provide A.C.Q. wood sills over the sealer anchor bolted to foundation. Anchor bolts shall be Date 06.05.23 1 11Lip 4o shall have a minimum of 3'-0" of cover. Soil is assumed to be sand/gravel, with a minimum trace 5/8" dia. x V-4" ea side Opening and 3'-6"o.c. Provide 2 bolts per sill piece minimum. Drawn by TRP PLAN VIEW of dry clay. 12 Simpson HU Hanger 3. Soil tests are required as per Section 1803.1 9. Concrete shall not be poured and masonry shall not be laid when the temperature is 40 a 4. All footings to have (3) #5 rebar. degrees or less. Concrete shall not be poured on frozen surfaces. co 13 2" x 12" Stair Stringer @ 12" o.c. w/ One Adjacent to 5. All concrete to be 3,500 psi stone concrete Q 28da s. O Y co7� Wall. M 16 Cut Plywood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws Scale As indicated N co 18 Cut Plywood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws A-106 17 Sunset Hotel - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j a a a 62005 CR 48 1 A-104 Southold, NY 11944 I _ I GAS E Covered Pool Deck i/GAS \ studioPEDRAZZI Architects FIREPLACE 1 I FIREPLACE 3'-4"x '-0"Temp.Glass Door w/Pan c Hardware14' - 0" 6' - 2" I (To Re ain Unloced During Business Hours) Drawing Key Notes — _1 ' - 8"— —i 2x6 Stud Wall (See Wall Section) i- - - - - - g - 8" - - A i I � ' A A A I 2x4 Stud Wall with Drywall both _ Side --. - - -- Egress Clear - - c' Exit Sign. I - -- - - - - ----- Space (19.5 sq.ft) - _ - BEAM 2-\19 X6'-8" 311 Mrn.to or _ � EmergencyLighting Coffee Bar - - - I - Retail ADALa(80 sq.ft.) Space ® HD 20 / Smoke/CO Detectorao - 6' - 6" (70 sq.ft)71 _ A - - -- - - - - F FF.E Fire Extinguisher E ST 31 - 011 - - - - -- 10'-8„ 1 - - Hallway HD I Hs Horn Strobe 2 CO - - - - -- - - - - - A-104 Hotel obby - -_- - - Manuel Pull Station - - - - -- - 81 - 8" - ST � PS ----- -------- - - - ------ - ----- DA La ' I --- Light 1230 sq.ft x 8%=98 sq.ft/Provided 550 sq.ft - - - - -- _- 21 FACP Fire Alarm Control Panel - - -- Furniture - - - - - - Venting 1230 sq.ft x 4%=49 sq.ft/Provided 65.5 sq.ft - I I ~ - - . .. 2'-10.. 6. 8.. Space 60 sq.ft.) '- i - Masonite Door I 1 ' - . ti Fireplace + Hearth P ( q• ) - - - - - --I -- - - - -- - - - - _ — — _ —I — — ANN Keypad Annunicator Space (40 sq.ft.) - -- - _ r 9� 3�� - LA - .. s ing 2 A-106 7HD Heat Detector -- - I S/co -- - - - - I - - - - Storage I' — I Loft Ladder A I\ /I I All Dir ensions Stud-Stud Smoke Beam Detector 30" x 54" St Above I BEAM Exterior Horn Strobe I XHS ' A-105 2 i 3' - 011 - - -.. _.. . Check-in torage I Gong \ / Ch I - - - - - - - -- - - - - I - - o Space -= I I � v � { ( 7ST Strobe 42' - 7" -- 1 - -N - (98 sq.ft) _3. _ 0.._ Q �l I � 2 SK -3 El CLR__ I Occupancy Load: - - - - I Lobby (A-2) = 1230 sq.ft o I Banquette/Table Ps - — — — — — — Unconcentrated (Fixed Tables & Chairs) - �,' i = i \ I Notched Floor-See Section Excluding ADA Lav's Hallway & Vestibule � Space (60 sq.ft.) - - -- I g Y ANN - - - - Egress Clear I CD I SK-3 Space (19.5 sq.ft) '' � �� ' I HS M I 1230 sq.ft/ *15 Net = 82 persons [xHJS I Total Occupancy = 82 persons O I O O I �- - - - - - - � J- - - - - - - - - -'—�— ; - - - - - - - - - - - - - - - - - - - — — — * Asper NYS Code Table 1004.5 Verify Stair Opening with Stair Fabricator 3'-4" 8'-0"Temp. Glass Door 10' _ 7" Space Reductions : 10' - 0" w/P nic Hardw re Retail Space - 70 sq.ft I (To emain Unl�cked During Business 2 Check-in Space - 98 sq.ft Hour ) — Driveway I A-113 (2) Egress Clear Spaces = 38 sq.ft Banquette/Fable = 60 sq.ft Coffee Bar = 80 sq.ft Furniture Space = 60 sq.ft Fireplace + Hearth Space = 40 sq.ft i 1 i Total = 446 sq.ft 1 'Lo,bb ,- Floor Plan A-105 ALL FURNITURE TO BE FIXED 1/4 - 1 0 ARCHITECT: studioPEDRAZZI Architecture + Design 200 west 58th Street 4'- 10" Suite 10C, New York, NY 10019 Structural Mulled 3'-0" phone: 917.796.5451 Windows STRUCTURAL ENGINEER: ' M o Alvin P. Tabar P.E. L 315 Church Street 4th Floor, New York, NY 10013 phone: 917.993.3200 \ \ _ Window Type B ` (Casement) h .. Lobby Floor Plan BO O 12 Tempered � <- �, � 1 - Project Status 45 MIN. Fire Rated Door&Frame 3'-0"x 6'-8"Fiberglass Entry Door 2'-8"x 6'-8" MDF Door Glazing Date 06.05.23 (Simpson or Approved Equal) w/Panic Hardware �� n (ADA Lav-32"Clear Opening) , Window Type A Drawn by Author (Fixed) Window/Door Legend Copy Aml 02 1 M 3/8" = 1 '-0" Window Schedule 0 1/4" = 1 '-0" Scale As indicated A-110 4 New Staircase w/42" Railing —— — — = — x 6'-8"Temp. Glass Door o Remain Unlocked DuringBusiness \ II ' ADA Egress Ramp . HouHours)Provide Panic Hardware ., o Sunset Hotel Proposed Composite Deck 60"x 56"Clear Space 62005 CR 48 - _ -_ - - - - - - - - - - - Southold, NY 11944 = ST Aw o ADXLay. .# F studioPEDRAZZI Architects r , - R � -- : I : I , - - - - - - - i Ill Drawl g K y Notes : 0C S 'n e 3 -110 I f A XHS - ' _ New 2x6 Wood Studs w/ 2 Layer i - - - - - - 5/8" yp „x� Gyp. Both Sides w/ S I _ - - - -- - --- - - Sound Insulation as per Specification 110 R -- _ - - - P P rvice Venting 740 sq.ft x 4%=30 sq.ft/Provided 116.5 sq.ft - . O New 2°X4° Wood Studs W/ Insulation. D L�\AIL Light 740 sq.ft x 59 sq.ft/Provided 180 sq.ft Existing j ! - r-==--T - - - PatioDeck — - ____ , - - - - C`� Existing non-bearing wall to - --, - - _ -- - - - - - - - - be removed. 3'-0"x 6'-8"Temp.Glass Door Al F.E During BU - - - D Existing all to remain. (To Remain Unlo c ked D siness Hours) Provide Panic Hardware ng W --- - - -- - - - -- - - -- -- --- - - - ----- - --- - - -__ _ Waterflow & Sprinkler Tamper o S __ HD `- =S - --- - _- - _ - 0SO ® Exit Sign. at Main Valve A - - North Recreation Elevation 6 East Recreation Elevation �A Lay. ____ -_ - - 4' - 9° 4' - 911_ -_ 3 1/4" - 1'-0" 1/4" = 1'-0" =28 R 0 ---- _ = - - - Emergency Lighting New Standing Seam ---- Aluminum Roof ' - (Black) - $ ST F.E Fire Extinguisher New Replacement Windows Remove Exisitng Bathroom \�v )V (Pella Impervia - Black) Fixtures - Cap all Vents and =,---- E s/co Smoke/CO Detectors (as per Waist Lines local codes) New Fascia & Half Round Guttersce Staircase(Black) 60"x 56"Clear g Recreation First Floor Plan HS Horn Strobe New Direct Vent Gas Fireplace A-110 1 1/4" = 1'-0" New Vertical Cedar Siding (Napoleon Ascent B42) Black Trex Railing System FST Strobe at 3'-6" 5/4"x 4"Composite Deck o/2"x12" PT Wood Joist @ 16"o.c. Ps Manuel Pull Station 5/4"x 12"Azek Apron FACP Fire Alarm Control Panel 2"x 12" PT Wood Girder I I FHD Heat Detector W/Hurricane Clips or Approved Eq. XHS xterior Horn Stobe 12"x 36"Sono-Tube ' I i ' ! I ' ' II Floors and Walls to be Occupancy Load: (A-2) Removed. First Floor - 740 sq.ft/7 gross = 105 persons i -- Aecond F r - Assessory Storage - No #4 Rebar Set into Concrete Pad Storage Loftc ncy 150 sq.ft/300 24 x 24 x 12 Concrete Pad - Maximum Occupant Load of Space = 105 _ 4 o/Compacted Fill 1 II1 _. l I � 1 i -- � � � � -� � � '� _ mpa I l i I 11� T - - Ill 1_�' JI I I _I - - - ---------_ - I I 0 I I ARCHITECT: I r- I I I L1 — Open Space sD I I I studioPEDRAZZI Architecture + Design I I 200 west 58th Street 9 Deck Details FACP I I Suite 10C, New York, NY 10019 4 West Recreation Elevation I I phone: 212.581 .1978 O 1/4 = 1 -0 II I { II II II ' I NOTE: LOCATE ALL PLUMBING VENTS ON REAR ROOF OF BUILDING 114" VENT THRU ROOF SERVICE ADA LAV ADA LAV Recreation Loft Floor Plan 1/4" = 1'-0" 2F - - -2 - - T �, 211 SIN LAV I 2 I i LAV. w.c Recreation Plans FIRST FLOOR i i Project Status � i CRAWL SPACEILI (1)2'-4"x 3'-4° Date 10.18.22 Casements . Drawn by Author (1)2'-4"x 4'-4" j DBL. Casements Casementsa. M A BAml N _ - - TIE INTO SEPTIC SYSTEM 0 (2) 14'-9"x 6'-8"Slider D 3'-0"x 8'-0"Temp. Glass Door M Plumbing Schematic w/Panic Hardware co Cottage Windows (To Remain Unlocked During N 5 South Recreation Elevation 8 Recreation0 1/4" = 1'-0" Business Scale As indicated 1 A = 1'-0" 3/16" = 1'-0" Hours) 0 A-205 65- 1" 01 01 01 6"x6" PSL Column 01 01 01 9 - - 9 01 (3) 1 3/4"X 9"LVL Header 01 01 1 01 01 01 — - (2)2"X 8"Window Header (2)2"X 8"Window Header ci (2)2"X 8"Window Header (2)2"X 8"Window Header (2)2"X 8"Window Header Ci T 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" Sunset Hotel Q — 0 6"x6"PSL Column ---- --------- --- -- -- ---... - --- - f � 62005 CR 48 4"x4"PSL Column Southold, NY 11944 — — — _ C) (3) 13/4"X 9"LVL Header LO Flush !i ! studloPEDRAZZI Architects Unit 301 I Unit 302 ) Unit 303 I I 3 -- - - - Unit 304 Unit 305 �j -- Ceiling Height 8'-0" Ceiling Height 8'-0" a _ Light 280 sq.ft x 8%=22 sq.ft/Provided 40 sq.ft Drawing Key Notes Light 430 sq.ft x 8%=28 sq.ft/Provided 34 sq.ft I Venting 280 sq.ft x 4%=11 sq.ft/Provi 2 sq.ft 3 3 Venting 430 sq.ft x 4%=17 sq.ft/Provided 25 sq.ft S/CO s/Co (1) Layers 5/8" type "x" Gyp. Brd. o/ 11 111 Hs s/co Hs I Hs 3 1/2' Wood Studs o/ 1/2" Furring - - - - - Strip o/ (1) Layers 5/8" Type "x" Gyp. 7'-6"-- 4' 6.. HS -7 4'-6 ! 7'-7" 4'-6" 4'-6" 7._7.. I 4'-6" 7�_6" � Brd. l3j " \ ih ET 0 New 2"x6" Wood Studs w/ A-2o4 1 s/Co - ( Insulation. 20 —� non-bearing all to 0 I O FHS] 1 A- 3 Existing non n w - - 5 CD I o I be removed. ' Bath Bath Bath. ST -— CV N I N �. l D Existing wall to remain. _ I ® Exit Sign. HD Bath. ( 5 Emergency Lighting _ , L I Plumbing Wall I I ADA Bath LOJ. 14 - 60"x 56"Clear Space F•E Fire Exstingusher 14 14 p O I L7 ❑ I14 I aU I I 5'-o° I I �Co Smoke /CO Detector — - `�- - - — - — - — - — - — - 1 0 - - (2) 1 3/4"X 9"LVL Header L — — — _I 7HS Horn Strobe - X 101- 5" XHS T-6" ST Strobe Wall-Hung Vanity 7 -6 10'-6 �n=== i y Ps Manuel Pull Station 7 271 4"X4" PSL I ) In -__ n 4"X 4"PSL Roll-in Shower -III (2)2"X 8" Door Header I ; -- ; _- I I (2)2"X 8"Door Header I FACIP Fire Alarm Control Panel �I---- ---- "_-------- a Sprinkler Gong I A-205 I �u -- - I I 1 We t BuildingFirst Floor I011 i 1/4" = 1'-0" xHs Exterior Horn Strobe IOccupancy Load: (R-1) I I Basement - 1430 sq.ft/ 300 Net = 5 persons I (Accessory Storage/ Mechanical Spaces I � O I ) I I I Existing Wood Staircase& Landings 12"Round Sonotube x 42' DeepL I First IFloor - 1980 sq.ft/200 gross = w/PSL 6"x6 Column w/Simpson PB66 _ - - - , _ - - - �_ - - - - - - - - - - - - - - _ - - - I Existing Ramp I 1 10 persons „ I I (3) 1 3/4 X 9 LVL Header (3) 1 3/4"X 9"LVL Header - - - - - - - - 2- 0 - - - - - - - - - Second Floor - 1980 Sq.Ft. /200 gross = o 10 persons io A-203 I Maximum Occupant Load of Space = 25 J EMERGENCY MONITORING SYSTEM 6/6/23 X I Covered Area I 0 _ I X Z I M I ARCHITECT: o X v studioPEDRA= Architecture + Design N 200 west 58th Street Suit OC, New York, NY 10019 Suite PS LHS] phone: 917.796.5451 ( STRUCTURAL ENGINEER: ® I 4' Stl. Column w/12'x12"x 12 Footing. 4 Stl. Column w/12"x12"x 12 Footing. Existing Laundry To Align Under Post Above To Align Under Post Above Alvin P. Tabar P,E. I Room FA EE a I o 315 Church Street Remove Existing m g M Q 4th Floor, New York, NY 10013 OS/CO Service Staircase = E s/co phone: 917.993.3200 1 0 1 101 I -� m -RE(� � OS/CO L - J L - J L I J ri1. tl co Existing Storage I Existing Power Room I Existing Girder w/ ( `� '�.ri. - - e - - - - e- - - e— - —G- ani ' ," -�_. Steel Posts "c'T, 11M 1 Verify Existing Header in Field West Building Floor Plans Project Status Date 11 .30.22 Existing Storage OS/CO Drawn by Author SD o_ Am2010 M N Scale1/4" = 1'-0" N Waterflow & Sprinkler Tamper West Building Basemen at Main Valve r 1 I I Sunset Hotel I Remove Existing Wood Staircase Remove Existing Wood Staircase and Decks and Decks I_ 62005 CR 48 I Southold, NY 11944 j 12' 5" ;-� - --- - ------- - ---- 12'-5" 12'-5" � .._ I 12'-5.. 2'-8" 3'-5" 3'- 5" 3'-'0" studioPEDRAZZI Architects A-204 2 6"x6"PSL Column 6"x6"PSL Column 01 01 01 j 01 01 I 01 01 01 01 01 01 01 01 01 01 Drawing Key Notes r. t 2 2"X 8"Window Header 2 2"X 8"Window Header 2 2"X 8"Window Header 2 2"X 8"Window Header O O O O (2)2"X 8"Window Header New 2"x6" Wood Studs w/ 2 Layer 5/8" Typ "x" Gyp. Brd. Both Sides w/ j� Sound Insulation as per Specification One-Hour Fire Seperation `� New 2"x6" Wood Studs w/ � Insulation. -- - _-' �� Existing non-bearing wall to fV I \ ( N be removed. -►- N� = _ ��'�--_- _------��I___ S_III FlushUnit 402 II j i � Existing wall to remain.I ww N Ceiling Height 8-0' 3 Ceiling Height 8-0„ O - Light 430 sq.ft x 8%=28 sq.ft/Provided 34 sq.ft Light 280 sq.ft x 8%=22 sq.ft/Provided 40 sq.ft 3 O _ g q' q' q' g ; F.E Fire Extinguisher Lu Ventii g 430 sq.ft x 4%=17 sq.ft/Provided 25 sq.ft Venting 280 sq.ft x 4%=11 sq.ft/Provided 23 sq.ft Unit 403 o Unit 404 Unit 405 1 °-' © 4"x 4" PSL Column 4"x4"PSL Column — ____�__ Mn S/CO Smoke /CO Detector S/CO S/CO FHS Hs FHS S/cO Hs Horn Strobe HS S/CO S/CO FD E: I/F HS T-7” 4'-6 T-5" 4'-T' 7 7" , ! -6" - 1 " T-2" FA-204 1 - 0 sT Strobe 5 1 A-203 FPs Manuel Pull Station C 5 5 atll'. 5 FACP Fire Alarm Control Panel Bath. Bath. j Bath. ' Bath. M ' ° i ' 14 14 14 F.E (V I 14 @� Occupancy Load: (R-1) ' 14 ' i First Floor - 1980 sq.ft/200 gross = U_ 10 persons 0o (2) 1 3/4"X 9" LVL Header p x — — Second Floor - 1980 Sq.Ft. /200 gross = --D N 7'-7" N --- ---- -------- 10 persons --- ---- -------- 4"A" PSL 7,-6" ---------- --------_ Maximum Occupant Load of Space = 20 4"x4" PSL -------- -------- (2)2"X 8"Door Header -------- -------- (2)2"X 8" Door Header A 2"x 8" Ledger -- -- - -------- EMERGENCY MONITORING SYSTEM 6/6/23 w/1/2"x 6" Bolts ---- ---------- ARCHITECT: ---------- --------- studioPEDRAZZI Architecture + Design -------- -------- 200 west 58th Street -------- -------- Suite 10C, New York, NY 10019 phone: 917.796.5451 STRUCTURAL ENGINEER: Alvin P. Tabar P.E. 2 ♦ West Building Second Floor 315 Church Street 1 1/4" = 1 '-0" 4th Floor, New York, NY 10013 A-203 phone: 917.993.3200 West Building Second Floor Plan Project Status Date 11 .30.22 Drawn by Author Ao_ Co -202 M co N Scale 1/4" = 1'-0" Co I (2)2"X 10" Header " I (2) 2 X 10 Header ----- _ n 1Su set Hotel 3'-0"x 6'-8" Door � 3-0 x 6'-8" Door \ E ` c� � O �_----- > I ` IR ---- r'I o ,I I 62005 CR 48 j R*� R#1 R R4�` 0D I Southold, NY 11944 j _ I 1 ifl rt - jII I I X0 Ill Ill S/co ih li u l s'tudioPEDRAZZI Architects , I i R R R � R 11 I I I I I I ! A-400 Finished Storage I I 9 RPZ Room 400 sq.ft. 1 1 O Drawing Key Notes 2"x0" FJ " 1 @160.C. New 2"x6" y -0J - Wood Studs w/ 2 Layer R R I R R 5/8" Typ "x" Gyp. Brd. Both Sides w/ ANN L Sound Insulation as per Specification o New 2"x4" Wood Studs w/ _ Insulation. \ X Existing non-bearing wall to Mech. I \\ M be removed. R-� _ 1 Room R-� �, _ _ _ I _ _ D Existing wall to remain. 7771 -- — — — _ —111--11 _ _ 1 --11777_ _ — — - - - - - - S/co -- — — — ® Exit Sign. �FACP 0 4 West Elevation Chalet 3 South Elevation Chalet 1/4" = 1'-0" 1/411 = 11-011Emergency Lighting New Standing Seam 1 Chalet Basement Plan Aluminum Roof 1/411 = 1'-0" F.E Fire Extinguisher (Black) A-400 s/co Smoke/CO Detectors (as per New Replacement Windows local codes (Pella lmpervia - Black) - - - - - - - - - - - - - - - 5 - - - - - - - - - - - - - - ) New Fascia & Half Round Gutters I I ❑ F FAN-Switched Separately (Black) I 1 - Ceiling Recessed Fixture-WAC AETHER R New Vertical Cedar Siding Remove Existing Wood Deck 'I 1 I Scounce Light I I Rebuild Existing I I Wood Staircase & Landing L Landscape Light / \\\ New 42" Railing I ----- OA I +P Pendant Light \ i - ` Smoke/CO Detector LL j _ - - - - - - _ _ - - - - - - - - 0 / `i'R `i'R R ----- HS Horn Strobe O O ' Living Rm. rFf I i D I � � IPS Manuel Pull Station 1 575 s .ft. F�7HS q --OR \ _ _ Fire Alarm Control Panel - -400 4 s ' 1 \ �' / S DN D I - ` Keypad Annunicator LJ RExterior Horn Strobe I � 0 - �!❑ - _ — � � — — — — _ � �R � Single Family Residence -IIIIII—IIIIIIIII—IIIIIIIIIIII—III— — —I — sDJi ONorth Elevation Chalet - - - _ � R 1/4" - 1 '-0" East Elevation Chalet - - ; ARCHITECT: 6 1/4" = 1'-0" �� 1 D � \\ Kitchen II studioPEDRAZZI Architecture + Design o F � -s� I 200 west 58th Street Bath. � ' Bedroom. l - - - 6 A-400 Suite 10C, New York, NY 10019 . F R R phone: 917.796.5451 LL STRUCTURAL ENGINEER: Vented Attic 00 Alvin P. Tabar P.E. `° 315 Church Street 11'MIN. EQUAL EQUAL © 4th Floor, New York, NY 10013 4 3 phone: 917.993.3200 2„2' 2 Chalet First Floor \ EQUAL 1/4 = 1'-0 •jam � t \ Y, ' < t EQUAL t °° O2 Double 2 x Floor Joist t z,1 6 t 18 1'MAX.I Lill OPlywood Subfloor EQUAL w ` M 1 Chalet Plans 0 0 4 Floor Joist '� Cl)M 34”X 22" ' O13 7"MIN. \ Project Status 5 2 x 6 Blocking 1 I I I SECTION 27"X 39" II II II O 1" Lip A � (2)23 1/2"x 47 v2° Date 11 .30.22 \ PELLA IMPERVIA AWNING WINDOW PELLA IMPERVIA CASEMENT WINDOW PELLA IMPERVIA CASEMENT WINDOW Drawn by Author I Finished Storage I I 12 Simpson HU Hanger U Factor= .29 (3)35 3/4"X 591/2" U Factor= .29 I I 11 E I I U Factor= .29 a I I I I I I 13 2" x 12" Stair Stringer @ 12" o.c. w/ One Adjacent to Allt-400 I I I I I I Wall. _ Z,n' 16 Cut PI wood Riser or Treads Fasten to 2x Stair Strin er w/ Glue & D all screws — — Typical Stair Details Copy 1 N y g 7 1 1/211 1 1-011 Scale As indicated N 110 18 Cut Plywood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws Y 9 rY Chalet Section 40 PLAN VIEW 1/411 = 1 - '