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Home My WebLink About50993-Z o�aoe souryo� Town of Southold * * P.O. Box 1179 0 53095 Main Rd uNV,d � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46879 Date: 03/05/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 1815 King St Orient, NY 11957 Sec/Block/Lot: 26.-2-43.6 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/07/2024 Pursuant to which Building Permit No. 50993 and dated: 07/29/2024 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: Unheated non-sleeping accessory building with unfinished basement, first and second floor storage only, attached pool house with outside entrance only (no access to rest of the building), half bath, outdoor shower, outdoor utility sink and roofed over deck as applied for. The certificate is issued to: William Nystrom, Suzanne Nystrom Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0678 2/11/2026 ELECTRICAL CERTIFICATE: 50993 10/02/2025 PLUMBERS CERTIFICATION: Diversified Plumbing Service 10/10/2025 Lthorii Signatur �aoFsa�ryo TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50993 Date:07/29/2024 Permission is hereby granted to: William Nystrom 79 Pine St Dover, MA 02037 To: Construct an accessory structure to an existing single-family dwelling to include a half-bath, outdoor shower and sink as applied for per SCHD approval. Amended 10/15/24 to include a wood deck,an unfinished basement, floor assembly changes and door reconfigurations.Amended 12-10-24 to include roof extension and garage door change.Amendment denied 7/14/25 -requires a variance for intent by design.Amended 10/7/25 to convert a portion of the accessory into a pool cabana. Premises Located at: 1815 King St,Orient,NY 11957 SCTM# 26.-2-43.6 Pursuant to application dated 06/07/2024 and approved by the Building Inspector. To expire on 07/29/2026. Contractors: Fees• ACCESSORY $797.00 CO-ACCESSORY BUILDING $100.00 Amendment Fee $520.00 Amendment Fee $100.00 ELECTRIC -Residential $250.00 Amendment Fee $0 Total $1,767.00 Building Inspector ,,ofok� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50993 Date: 07/29/2024 Permission is hereby granted to: William Nystrom 79 Pine St Dover, MA 02037 To: Construct an accessory structure to an existing single-family dwelling to include a half-bath,outdoor shower and sink as applied for per SCHD approval.Amended 10/15/24to include a wood deck,an unfinished basement,floor assembly changes and door reconfigurations.Amended 12-10-24to include roof extension and garage door change.Amendment denied 7/14/25 - requires a variance for intent by design. Premises Located at: 1815 King St, Orient, NY 11957 SCTM#26.-2-43.6 Pursuant to application dated 06/07/2024 and approved by the Building Inspector. To expire on 07/29/2026. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , DRAINAGE, PLUMBING , ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION , INSULATION, ELECTRICAL-FINAL, FIRE SAFETY INSPECTION , FINAL, Fees: ACCESSORY $797.00 CO-ACCESSORY BUILDING $100.00 Amendment Fee $520.00 Amendment Fee $100.00 ELECTRIC -Residential $250.00 Total $1,767.00 I )W id lnj Tn5Pc6oz ��oFso�Ty° TOWN OF SOUTHOLD ~° BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50993 Date: 07/29/2024 Permission is hereby granted to: William Nystrom 79 Pine St Dover, MA 02037 To: (Coonwstruct an accessory structure an existing sin le-family dwelling to include ahalf-bath, outdoor er and sink as applied for r SCHD approva .Amended 10/15/24to include a wood deck,an unfinished basement,floor assembly changes an door reconfigurations.Amended 12-10-24to include roof extension and garage door change. 1 Premises Located at: l 1815 King St, Orient, NY 11957 SCTIVI#26.-2-43.6 Pursuant to application dated 06/07/2024 and approved by the Building Inspector. To expire on 07/29/2026. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , DRAINAGE, PLUMBING , ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION, INSULATION, ELECTRICAL-FINAL, FIRE SAFETY INSPECTION , FINAL, Fees: ACCESSORY $797.00 CO-ACCESSORY BUILDING $100.00 Amendment Fee $520.00 Amendment Fee $100.00 Total $1,517.00 Il ui ld i r�q �n5�C1'oR ��owsa�Tyo TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50993 Date: 07/29/2024 Permission is hereby granted to: William Nystrom 79 Pine St Dover, MA 02037 To: Construct an accessory structure o an existing sin e-family dwelling to include a half-bath,outdoor shower and sink as applied for �r SCHD a roval Amended 10 15 24 to include a wood deck an pp p pp � / / , unfinished basement,floor assembly changes and door reconfigurations. Premises Located at: 1815 King St, Orient, NY 11957 SCTM#26.-2-43.6 Pursuant to application dated 06/07/2024 and approved by the Building Inspector. To expire on 01/29/2026. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 15T, FOUNDATION 2ND, FRAMING/STRAPPING , DRAINAGE, PLUMBING , ELECTRICAL- ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION , INSULATION , ELECTRICAL- FINAL, FIRE SAFETY INSPECTION , FINAL, Fees: ACCESSORY $797.00 CO-ACCESSORY BUILDING $100.00 Amendment Fee $520.00 Total $1,417.00 Building Inspector j SUFfQCK TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo . rl SOUTHOLD, NY rj 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 #: 50993 Date: 7/29/2024 Permission is hereby granted to: Nystrom, William 79 Pine St Dover, MA 02037 To: Construct an accessory structure an existing single-family dwelling to include a Construct outdoor shower and sink as applied for per SCHD approval. At premises located at: 1815 King St, Orient SCTM # 473889 Sec/Block/Lot# 26.-2-43.6 Pursuant to application dated 6/7/2024 and approved by the Building Inspector. To expire on 1129/2026. Fees: ACCESSORY $797.00 CO-ACCESSORY BUILDING $100.00 Total: $897.00 Building Inspector hO��pF SO(/T�OI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • O Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Nystrom Address: 1815 King St City: Orient St: NY Zip: 11957 Building Permit#: 50993 Section: 26 Block: 2 Lot: 43.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: BJ Electric License No: 2670ME SITE DETAILS Office Use Only Indoor r%7 Basement rv— Service 1701 Solar (— Outdoor rV7 1st Floor I✓ Pool F. Spa Renovation F 2nd Floor WF Pool House 177 Generator Survey rF—j Attic rr-1 Garage ri Battery Storage (— INVENTORY Service 1 ph r' Heat Duplec Recpt 24 Ceiling Fixtures 8 Bath Exhaust Fan Service 3 ph F Hot Water 40A GFCI Recpt 6 Wall Fixtures 12 Smoke Detectors Main Panel 200X2 A/C Condenser 1 Single Recpt Recessed Fixtures 28 CO Detectors Sub Panel A/C Blower 5 Range Recpt Ceiling Fan 4 Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 16 4'LED Exit Fixtures Other Equipment: Mini Fridge, 200A Panel 40 Circuits / 15 Used, 200A Panel 40 Circuit/ 12 Used Minisplit w/ (5) Blowerheads Notes: Acc. Pool House & Storage Bldg Inspector Signature: X Date: October 2, 2025 Sean Devlin Electrical Inspector sean.devlina_town.southold.ny.us 1815KingStPoolHouse S%3V F Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O. Box 1179 C Cz A Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD OEO CERTIFICATION Date: Building Permit No. —r=,®q Q 3 Owner: (Please print) Plumber: _DNCkf0-W) 'PLUkAP31 0 Ca (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 101" day of 0&�k—'v'r 20 Notary Public," County A MARY t 6AVEA- NOTARY PUBLIC-STATE OF Y -,PORK; .V No. Qualified in SUf!1DIk" MY. qommission..EM 01 i � OF SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLBG. [.FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] . FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE I��>a INSPECTOR 3��M �O��OE SOUIyo� vl # # TOWN OF SOUTHOLD BUILDING DEPT. °^0urm, 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] UNDATION 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: 14_ P $ 1 c'0 A)I ue, e DATE a' H a - - INSPECTOR hO��pF SObTyolo ST / !` TOWN OF SOUTH:OLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ A] FOUNDATION' 1ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION/CAULKING . [ ] FRAMING /STRAPPING [ ] .FINAL [.- ]- FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION - [ ]" FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION WLECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: d .f �A DATE INSPECTOR SO(/TyO�o # * TOWN.OF-SOUTHOLD BUILDING- DEPT. "coum, 631-765-1802 INSPECTION' FOUNDATION 1ST/ REBAR [ ROUGH PLBG.' [ ] FOUNDATION 2ND [ _ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] ,FIRE-SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [' ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: _ DATE . INSPECTOR dq�j3 laF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �TyTOU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] UGH PLBG. [ ] FOUNDATION 2ND . [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ . ] �fI REPLACE-& CHIMNEY [ J .FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [: ] ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL . REMARKS: lflSUA4 e7l Vle. 22 C"Ik4 �,1 � ✓�� ,Q,r��.�ems. ujkk_� is 4fal Us6 "7 i otej, � DATE INSPECTOR OF SOUTyOIo ------- # # TOWN OFSOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [, ] PRE C/O [ ] RENTAL REMARKS: ter cc DATE INSPECTOR / OF 50UTyolo Cj0��3 TOWN OF SOUTHOLD BUILDING DEPT. °Co rm,��''� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL a.CG y [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: stl4v4m 64 Gil tL r2few Azeolta. Iwo, '05AW eve- su �a4-ex_ a-1x4m [14a as Po- do Co Ic aw /1.2 G� o^ i ASld e 010 pool s 4 be, 3 " vweV, vIC DATE A 'as INSPECTOR G LU G K A N TANG 250 Hudson Street New York, NY 10013 212.929.0100 gluckmantang.com DATE 2024-06-20 TRANSMITT6'L TO Michael Verity VIA HAND Chief Building Inspector Town of Southold Building Department Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 FROM Richard Gluckman PROJECT 1815 King Street, Orient, NY 11957 PROJECT NO 23006 SUBJECT Application for Building Permit Dear Mr. Verity, Please see enclosed signed drawings for the application for building permit for an accessory building at 1815 King Street, Orient, NY. The enclosed are as follows: - (4) copies of the survey - (1) Building Permit survey (SCDHS NOI #1) The following were submitted on June 6, 2024: - (4) copies of the architectural drawing set - (4) copies of the structural drawing set - (4) copies of the plumbing riser diagram - (1) copy of the Manual J,S,D Calculations - (1) copy Application for Building Permit Please let me know if you have any questions. Thank you, Richard Gluckman Enc. JUP� 2 1 2024 BUMDING DE PT- TOW,I .� 8(3U'Tyi(?j G LU C K M A N TANG 250 Hudson Street New York, NY 10013 212.929.0100 gluckmantang.com DATE 2025-10-03 TRANSMITTAL TO Michael Verity VIA HAND Chief Building Inspector Town of Southold Building Department Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 FROM Richard Gluckman PROJECT 1815 King Street, Orient, NY 11957 PROJECT NO 23006 SUBJECT Application for Building Permit Amendment 4 Dear Mr. Verity, Please find enclosed Amendment#4 Revision to the original filing for an accessory building at 1815 King Street, Orient, NY (approved 7/29/24, permit#50993). The revision includes the following: - Separating the pool house from the storage barn with new partitions on Level 1 and Level 2. - Noting that the heating has been disabled on the split system units in the pool house. The enclosed are as follows: - 251003 Nystrom Barn Filing Amendment 4.pdf Please let me know if you have any questions. Thank you, Richard Gluckman Enc. a GLUCKMAN TANG 250 Hudson Street New York, NY 10013 212.929.0100 gluckmantang.com DATE 2024-06-07 TRANSMITTAL TO Michael Verity -VIA HAND Chief Building Inspector Town of Southold Building Department Town-Hall Annex Building i -54375 Route 25, P.O. Box 1179 UUN _ 7 2024 -^ Southold, NY 11971 FROM Richard Gluckman p P 7,M7;P1NTG Rom. PROJECT 1815 King Street, Orient, NY 11957 PROJECT NO 23006 SUBJECT Application for Building Permit Dear Mr. Verity, Please see enclosed signed drawings and application form for the application for building permit for an accessory building at 1815 King Street, Orient, NY. The enclosed are as follows: - (4) copies of the architectural drawing set - (4) copies of the structural drawing set - (4) copies of the plumbing riser diagram - (1) copy of the Manual J,S,D Calculations - (1) copy Application for Building Permit We will submit sheet A.070 Site Survey when we receive Department of Health approval. Please let me know if you have any questions. Thank you, Richard Gluckman Enc. DiLandro - - -- ,Andrews ® ® Engineering 1815 KING STREET BARN ORIENT, NY 11957 MANUAL J,S,D CALCULATIONS { 4 -�+ ft® Manual S Compliance Report Job: wrightso Date: Mar07,2024 IW"-4C36NA2 By,. Dilandro-Andrews Engineering 158 Couiy Rd 39,Southampton,NY 11968 Phone:6312593959 Project, For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Cooling. EquIprill Design Conditions Outdoor design DB: 84.0°F Sensible gain: 7995 Btuh Entering coil DB: 0°F Outdoor design WB: 71.2°F Latentgain: 2216 Btuh Entering coil WB: -3.1OF Indoor design DB: 72.0°F Total gain: 10211 Btuh Indoor RH: 50% Estimated airflow: 0 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Model: Actual airflow: 0 crm Sensible capacity: 0 Btuh 0%of load Latent capacity: 0 Btuh 0%of load Total capacity: 0 Btuh 0%of load SHR: 0% Heating'Equipment: Design Conditions Outdoor design DB: 12.0°F Heat loss: 32349 Btuh Entering coil DB: 0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Model: Actual airflow: 0 cf n Output capacity: 0 Btuh 0%of load Capacity balance: 0 OF Supplemental heat required: 32349 Btuh Economic balance: 0 OF Meets all requirements ofACCA Manual S. t wrightsoft® 2024-May-29 09:28:28 �.,�, AM.k•, .n,,.,,,�a,�m„•, Rigtt-Sate@ Uriversa12024 24.0.01 RSU60B92 Page 1 ACCA ...1815 King Street-BARN(MINISPLrr)-5AHU.rup Calc=MJB Front Door faces:NW f 5 Residential Plans Examiner -view Form Form RPER 1 ArC;K® for HVAC System Design 15 Mar 09 AB Corxytimh9 Gritradxs of Nm�ird Header Information Contractor. Dilandro-Andrews Engineering REQUIRED ATTACHMENTS ATTACHED Manual A Form(and supporting worksheets): Yes E:] No ❑ Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes No ❑ OEM performance data(heating,cooling,blower): Yes No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes F-I No ❑ Duct distribution sketch: Yes ❑ No Home address(Street or Lot#,Block,Subdivision): 250 Hudson St,MXZ-4C36NA2 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 12 °F Orientation: Front Door faces Northwest Indoor temperature: 68 °F Nord''East West,Ste'NaftaA fie'Southeast,sa tamest Total heat loss: 32349 Btuh Number of bedrooms: 0 Conditioned floor area: 1451 ft' Summer Design Conditions Number of occupants: 0 Outdoor temperature: 84 °F Indoor temperature: 72 °F Windows Roo' Grains difference: 36 grAb @ 50%RH Eave overhang depth: 0 ft Sensible heat gain: 8983 Btuh Internal shade: none Latent heat gain: 2490 Btuh Blinds,drapes eta Eave Depth window Total heat gain: 11473 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: SplitASHP Equipment type: SpIitASHP Heating cfm: 0 Fumace,Heat pump Boiler,eta 11ir ca,aea,er,Heat p,np etc. Cooling cfm: 0 Model: Model: Static pressure: 0 in H2O + Fan'srated edtemal static pressure for design airflow Heating output capacitt. 0 Btuh Total cooling capacity. 0 Btuh Heat pumps-capacity at wi r design onidmr conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow. 0 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Friction Rate=ASP:(rELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. 'Home qualifies forMJ1AE Form based on Abridged Edition Checklist -Pk wrightsoft` RigII Sute®Universal 2024 24.0.01 RSU60892 Load Short Form Job: - + wrightsoft0 Date: Mar 07,2024 Entire House By. Dilandro-Andrews Engineering 158 CouV Rd 39,Sodhampt°n,NY 11968 Phone:6312593959 For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 ® - • orm ation Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 68 72 Construction quality Average Design TD(°F) 56 12 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 43 36 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflow factor 0 cfmBtuh Airflow factor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF ClgAVF (ftz) (Btuh) (Btuh) (cFm) (crm) MXZ-4C36NA2 1451 32349 7995 0 0 Entire House 1451 32349 7995 0 0 Other equip loads 0 0 Equip.@ 0.89 RSM 7115 Latent cool i ng 2216 TOTALS 1451 32349 9332 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft0 2024-May-29 09:28:28 Right-Sute@Uriversal202424.0.01 RSU60892 Page l 1815 King Street-BARN(MINISPLrF)-5AHU.np Calc=MJB Front Door faces:NW Load Short Form Job: - wrightsoft`, Date: Mar 07,2024 MXZ-4C36NA2 By,. Dilandro-Andrews Engineering 158 Gouty Rd 39,S°Wempton,NY 11968 Phone:6312593959 ProjectInformation. For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Ifformation Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(OF) 68 72 Construction quality Average Design TD(°F) 56 12 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(grAb) 43 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfmBtuh Airflow factor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0 Capacity balance point=0 OF ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) M LZ-KP09NA.1 431 9639 1580 0 0 MLZ-KP09NA.2 400 8748 1628 0 0 MLZ-KY06NA1 275 5994 2574 0 0 MLZ-KY06NA2 221 5382 1760 0 0 MLZ-KY06NA3 125 2586 793 0 0 MXZ-4C36NA2 1451 32349 7995 0 0 Other equip loads 0 0 Equip.@ 0.89 RSM 7115 Latent cooling 2216 TOTALS 1451 1 32349 1 9332 1 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�- wrightsoft- 2024-May-29 09:28:28 �, .M,.• ..„�.,�mw•, Rigid-SuteS Universal 202424.0.01RS000892 Page 2 ACCA ...1815 King Street-BARN(MINISPLIr)-5AHU.np Calc=MJ8 Frort Door(aces:NW r Load Short Form Job: - - wrightsoft, Date: Mar07,2024 MLZ-KP09NA.I By. Dilandro-Andrews Engineering 158 Couty Rd 39,SoWemptor�NY 11968 Ph°ne:6312593959 Project- For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Information Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 68 72 Construction quality Average Design TD(°F) 56 12 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(grAb) 43 36 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfmBtuh Airflowfactor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (crm) (cfm) 150 STORAGE 431 9639 1580 0 0 MLZ-1P09NA.1 431 9639 1580 0 0 Other equip loads 0 0 Equip.@ 0.89 RSM 1406 Latent cooling 518 TOTALS 431 9639 1924 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - - wrightsoft® 2024-May-2909:28:28 Rigit-SUte@Uriversal202424.0.01 RSU60892 �CA Page 3 ...1815 King Street-BARN(MINISPLI77-5AHU.np Calc=MJ8 From Door faces:NW ' Load Short Form Job: - .f- wrightsofto Date: Mar 07,2024 MLZ-KP09NA.2 By Dilandro-Andrews Engineering 158 Corby Rd 39,SoU amptorr,NY 11968 Phone:6312593959 Project • • For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Information Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 68 72 Construction quality Average Design TD(°F) 56 12 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 43 36 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cf-nBtuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF ClgAVF (ftz) (Btuh) (Btuh) (clm) (cfm) 151 STORAGE 364 7071 1510 0 0 152 WC 36 1676 118 0 0 MLZ-KP09NA.2 400 8748 1628 0 0 Other equip loads 0 0 Equip.@ 0.89 RSM 1449 Latent cooling 493 TOTALS 1 400 1 8748 1 1942 1 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft® 2024-May-2909:28:28 �, AM,,.•,„,. ,,•,N• •m,, Rigit Stite®Uriversal 2024 24.0.01 RSU60892 Page 4 ACCA ...1815 King Street-BARN(MINISPLrr)-5AHU.nip Calc=MJ8 Front Door faces:NW Load Short Form Job: - - wrightsoft° Date: Mar 07,2024 MLZ-KY06NA.I By. Dilandro-Andrews Engineering 158 CoixV Rd 39,So WramptoR NY 11968 Phone:6312593959 Project InforMation, For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design InfiDirmation Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 68 72 Construction quality Average Design TD(°F) 56 12 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 43 36 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Made[ n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heat ngoutput 0 Btuh Latentcooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfmBtuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 I ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 250 STORAGE 275 5994 2574 0 0 MLZ-KY06NA1 275 5994 2574 0 0 Other equip loads 0 0 Equip.@ 0.89 RSM 2291 Latent cooling 467 TOTALS 275 5994 2758 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrightsoft0 2024-May-2909:28:28 I. RigttStite®Uriversal202424.0.01 RSU60892 Page 5 ACCK 1815 King Street-BARN(MINISPLIr)-5AHU.np Calc=MJ8 Frort Door faces:NW t Load Short Form Job: - - wrightsoft® Date: Mar 07,2024 MLZ-KY06NA.2 By. Dilandro-Andrews Engineering 158 Couty Rd 39,SoLdmmptorr,NY 11968 Phore:6312593959 Project Inform • For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Information Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 68 72 Construction quality Average Design TD(°F) 56 12 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 43 36 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flowfactor 0 cfm/Btuh Airflowfactor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2 OTB1 221 5382 1760 0 0 MLZ-KY06NA.2 221 5382 1760 0 0 Other equip loads 0 0 Equip.@ 0.89 RSM 1566 Latent cooling 515 TOTALS 221 5382 2081 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2024-May-29 09:28:28 �� AM...•..,..,,••�w.,�•,, Pjgtt Srite®Uriversal 2024 24.0.01 RSU60892 Page 6 ACCA ...1815 King Street-BARN(MINISPLIT)-5AHU.rnp Calc=MJ8 Frort Door faces:NW Load Short Form Job. -�- wrightsoft® Date: Mar07,2024 MLZ-KY06NA.3 By. Dilandro-Andrews Engineering 158 Couty Rd 39,SoWiamptoR NY 11968 Phone:6312593959 Project • • For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Information Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 68 72 Construction quality Average Design TD(°F) 56 12 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(grAb) 43 36 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfrn Airflowfactor 0 cfmBtuh Airflowfactor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) 2 OTB 2 125 2586 793 0 0 MLZ-KY06NA3 125 2586 793 0 0 Other equip loads 0 0 Equip.@ 0.89 RSM 706 Latent cooling 224 TOTALS 125 2586 929 1 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�- wrightsoft® 2024-May-29 09:28:28 CA A--Iea6b-11.16nwa9com RighFSute® Page Uriversal202424.0.01 RSU60892 7 1815 King Street-BARN(MINISPLIT)-5AHU.rup Calc=MJ8 Front Door faces:NW - - Load Multizone Summary ryReport Job: wrightsof Date: Mar 07,2024 By. Dilandro-Andrews Engineering 158 Gouty Rd 39,SoWramptoR NY11968 Phone:6312593959 Hearing Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM ft3 cfm Btuh/ft= ft3 cfm Btuh/ft2 MLZ-KY06NA.3 2255 0.47 18 4.0 2255 0.24 9 0.4 MLZ-KY06NA.1 4956 0.44 37 4.0 4956 0.23 19 0.4 MLZ-KY06NA.2 2510 0.97 41 4.0 2510 0.50 21 0.4 MLZ-KP09NA.2 3998 0.58 39 4.0 3998 0.30 20 0.4 MLZ-KP09NA.1 4305 0.57 41 4.0 4305 0.29 21 0.4 Entire House 18024 0.58 174 4.0 18024 0.30 90 0.4 Load r AVF Summary ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W Btuh Btuh cfm afm 2 OTB 2 125 2586 793 0 0 MLZ-KY06NA.3 125 2586 793 0 0 250 STORAGE 275 5994 2574 0 0 MLZ-KY06NA.1 275 5994 2574 0 0 2 OTB1 221 5382 1760 0 0 MLZ-KY06NA.2 221 5382 1760 0 0 151 STORAGE 364 7071 1510 0 0 152 WC 36 1676 118 0 0 MLZ-KP09NA.2 400 8748 1628 0 0 150 STORAGE 431 9639 1580 0 0 MLZ-KP09NA.1 431 9639 1580 0 0 Entire House 1451 32349 7995 0 0 t wright90ft`° 2024-May-29 09:28:28 �, �M.k• ,.n.....��mMm Rigtt Stfte®Uriversal 2024 24.0.01 RSU60892 Page l ACCK ...1815 King Street-BARN(MINISPLIT)-5AHU.rLp Calc=MJB Frort Door faces:NW wrightsoft Building Analysis Date: Mar07,2024 Entire House By. Dilandro-Andrews Engineering 158 Ccuty Rd 39,SouhamptOR NY 11968 Phone:6312593959 Project Information For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Conditions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY,US Indoor temperature(T) 68 72 Elevation: 67 ft Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(gr/Ib) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range(T) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh %of load Walls 2.6 6491 20.1 Glazing 15.1 473 1.5 Wall Doors 15.1 2896 9.0 Infiltration Ceilings 4.9 4212 13.0 Floors 9.1 7570 23.4 other Infiltration 4.0 10707 33.1 Door Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Ceilings Adjustments 0 Floors Total 323491 100.0 Component Btuh/ft2 Btuh %of load Walls 0.6 1407 17.6 Glazing 32.6 1021 12.8 Walls Infiltration Doors 6.7 1283 16.0 Ceilings 3.6 3097 38.7 Floors 0 0 0 Infiltration 0.4 1187 14.8 Glazing- Ducts 0 0 Ventilation 0 0 Internal gains 0 0 Ceilings Blower 0 0 Doors Adjustments 0 Total 1 1 79951 100.0 Latent Cooling Load=2216 Btuh Overall U-value=0.089 Btuh/ft2--°F, Window/FloorArea=2.2% WARNING:window to floor area ratio=2.2%-less than 5%. 9.. htsotFt" Right Sute®Uriversal 2024 24.0.01 RSU60892 2024-May 29 0Pa8e 1 1815 King Stree t-BARN(MINISPLIT)-5AHU.rp Calc=MJ8 Front Door faces:NW 9 Building Analysis Job: - wrightsoft 9 Date: Mar 07,2024 MXZ-4C36NA2 By. Dilandro-Andrews Engineering 158 Co^Rd 39,SodhamptoR NY 11968 Phone:6312593959 Project Information For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Conditions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY,US Indoor temperature(T) 68 72 Elevation: 67 ft Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(grAb) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Component Btuh/t2 Btuh %of load Walls 2.6 6491 20.1 Glazing 15.1 473 1.5 walls Doors 15.1 2896 9.0 Infiltration Ceilings 4.9 4212 13.0 Floors 9.1 7570 23.4 other Infiltration 4.0 10707 33.1 Door Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Ceilings Adjustments 0 Floors Total 323491 100.0 Component Btuh/t2 Btuh %ofload Walls 0.6 1407 17.6 Glazing 32.6 1021 12.8 Walls Infiltration Doors 6.7 1283 16.0 Ceilings 3.6 3097 38.7 Floors 0 0 0 Infiltration 0.4 1187 14.8 Glazing— Ducts 0 0 Ventilation 0 0 Internal gains 0 0 Ceilings Blower 0 0 Doors Adjustments 0 Total 1 179951 100.0 Latent Cooling Load=2216 Btuh Overall U-value=0.089 Btuh/fV°F, Window/FloorArea=2.2% WARNING:window to floor area ratio=2.2%-less than 5%. _ v ri9 so htft. 2024-May-29 09:28:28 1815 K� „ Rigit-Sate®Universal 2024 24.0.01 RSU60892 Page 2 rg Street-BARN(MINISPLIT)-5AHU.rup Calc=MJ8 Front Door faces:NW Building Analysis wrightsoft Date: Mar07,2024 MLZ-KP09NA.1 By. Dilandro-Andrews Engineering 158 Couty Rd 39,SouFempton,NY 11968 Phone:6312593959 Project Information For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Conditions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY,US Indoor temperature(`F) 68 72 Elevation: 67 ft Design TD(°F) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(gdlb) 43.0 36.3 Dry bulb(°F) 12 84 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Heating Component Btuh/ft2 Btuh %of load Walls 2.7 1423 14.8 Glazing 0 0 0 wall Doors 15.1 1443 15.0 Infiltration Ceilings 1.9 394 4.1 Floors 9.0 3878 40.2 Door Infiltration 4.0 2500 25.9 Ducts 0 0 Piping 0 0 Humidification 0 0 Ceilings Ventilation 0 0 Adjustments 0 Floors Total 9639 100.0 Component Btuh/ft2 Btuh %of load Walls 0.5 247 15.6 Glazing 0 0 0 Wall Infiltration Doors 6.7 639 40.4 Ceilings 2.0 417 26.4 Floors 0 0 0 Infiltration 0.4 277 17.5 Duds 0 0 Ventilation 0 0 Ceilings Internal gains 0 0 Blower 0 0 Doors Adjustments 0 Total 1580 100.0 Latent Cooling Load=518 Btuh Overall U-value=0.101 Btuh/ft-°F, Window/Flool-Area=0.0% WARNING:window to floor area ratio=0.0%-less than 5%. _ ,M ft' 2024-May-29 09:28:28 ��` ..1815 King Street- FLgFt-Sute®Universal 2024 24.0.01 RSU60892 Page 3 wr�g tso 9 ng (MINISPLIT)-5AHU.rnp Calc=MJ8 Front Door faces:NW Building Analysis Job: - wrightsoft, gna Date: Mar 07,2024 MLZ-KP09NA.2 By. Dilandro-Andrews Engineering 158 Couty Rd 39,Souhampton,NY 11968 Phone:6312593959 Project Information For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Conditions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY,US Indoor temperature(T) 68 72 Elevation: 67 ft Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(gr/Ib) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range(T) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Me Component Btuh/ft2 Btuh %of load Walls 2.7 1367 15.6 Glazing 15.1 158 1.8 walls Doors 15.1 1151 13.2 Infiltration Ceilings 0 0 0 Other Floors 9.2 3692 42.2 Infiltration 4.0 2380 27.2 Doo Ducts 0 0 Piping 0 0 Humidification 0 0 OR Ventilation 0 0 Adjustments 0 Floors Total 87481 100.0 I- Cooling Component Btuh/ft' Btuh %of load Walls 0.5 237 14.5 Wall Infiltration Glazing 59.2 618 38.0 Doors 6.7 510 31.3 Ceilings 0 0 0 Floors 0 0 0 Infiltration 0.4 264 16.2 Ducts 0 0 Ventilation 0 0 Doors Internal gains 0 0 Glazing' Blower 0 0 Adjustments 0 Total 1 116281 100.0 Latent Cooling Load=493 Btuh Overall U-value=0.114 Btuh/ftZ°F, Window/FloorArea=2.6% WARNING:window to floor area ratio=2.6%-less than 5%. _ -rk wrightsoft 2024-May-2909:28:28 ��` ..1815 King Street- Rght-Sute®Uriversal 2024 24.0.01 RSU60892 Page 4 ng BARN(MINISPLIT)-5AHU.np Calc=MJB Front Door faces:NW Building Analysis Job: wrightsoft, gna Date: Mar 07,2024 MLZ-KY06NA.1 By. Dilandro-Andrews Engineering 158 Couty Rd 39,SoLt amptor�NY 11968 Phone:6312593959 Project Information For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Conditions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY,US Indoor temperature(°F) 68 72 Elevation: 67 ft Design TD(°F) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(gr/Ib) 43.0 36.3 Dry bulb(°F) 12 84 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb ff) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 ME Me Component Btuh/ft2 Btuh %of load Walls 2.7 1406 23.5 Glazing 15.1 315 5.3 wall Doors 15.1 302 5.0 Ceilings 5.9 1714 28.6 Infiltration Floors 0 0 0 Infiltration 4.0 2256 37.6 Glazing_ Ducts 0 0 Piping 0 0 Doors Humidification 0 0 Ventilation 0 0 Adjustments 0 Ceilings Total 5994 100.0 Component Btuh/ft2 Btuh %of load Walls 0.5 244 9.5 wall Infiltration Glazing 35.6 743 28.9 Doors 6.7 134 5.2 Ceilings 4.1 1203 46.8 Ik Floors 0 0 0 Infiltration 0.4 250 9.7 Glazing_ Ducts 0 0 Ventilation 0 0 Internal gains 0 0 Ceilings Blower 0 0 Adjustments 0 Doors Total 2574 100.0 Latent Cooling Load=467 Btuh Overall U-value=0.078 Btuh/ft2--°F, Window/FloorArea=7.6% Data entries checked. _ -rk wrightsoft- 2024-May-2909:28:28 �� Right-Sute®Uriversal 2024 24.0.01 RSU60892 Page s 1815 King Street-BARN(MINISPLIT)-5AHU.np Calc=MJS Frort Door faces:NW Building Job: wrightsoft, 9 Analysis Date: Mar07,2024 MLZ-KY06NA.2 By. Dilandro-Andrews Engineering 158 Couty Rd 39,SoLftmptoR NY 11968 Phone:6312593959 Project Information For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Conditions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY,US Indoor temperature(°F) 68 72 Elevation: 67 ft Design TD(°F) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(grAb) 43.0 36.3 Dry bulb(°F) 12 84 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh %of load Walls 2.5 1569 29.1 Glazing 0 0 0 Doors 0 0 0 wall Ceilings 5.9 1324 24.6 Floors 0 0 0 Infiltration Infiltration 4.0 2490 46.3 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Ak Adjustments 0 Ceilings Total 5382 100.0 Component Btuh/ft2 Btuh %of load Walls 0.9 555 31.5 Glazing 0 0 0 Infiltration Doors 0 0 0 wall Ceilings 4.1 929 52.8 Floors 0 0 0 Infiltration 0.4 276 15.7 Ducts 0 0 Ventilation 0 0 Internal gains 0 0 Blower 0 0 Adjustments 0 Ceilings Total 1760 100.0 Latent Cooling Load=515 Btuh Overall U-value=0.061 Btuh/ftz-°F, Window/FloorArea=0.0% WARNING:window to floor area ratio=0.0%-less than 5%. wrightsoft, 2024-May-2909:28:28 �- Rigk-Suite®Unversal 2024 24.0.01 RSU60892 Page 6 A'CK ...1815 King Street-BARN(MINISPLIT)-5AHU.rup Calc=MJ8 Frort Door faces:NW Building �°� - wrightsoft� 9 Analysis� Date: Mar 07,soza MLZ-KY06NA.3 By. Dilandro-Andrews Engineering 158 Couty Rd 39,Southampton,NY 11968 Phone:6312593959 Project • • For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Conditions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY,US Indoor temperature(T) 68 72 Elevation: 67 ft Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(grAb) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range(T) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 • Component Btuh/ft2 Btuh %of load Walls 2.7 726 28.1 Glazing 0 0 0 Doors 0 0 0 Wall Ceilings 5.9 780 30.2 Floors 0 0 0 Infiltration Infiltration 4.0 1080 41.8 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Ak Adjustments 0 Ceilings Total 1 125861 100.0 Component Btuh/t2 Btuh %of load Walls 0.5 126 15.9 Glazing 0 0 0 Wall Infiltration Doors 0 0 0 Ceilings 4.1 547 69.0 Floors 0 0 0 Infiltration 0.4 120 15.1 Ducts 0 0 Ventilation 0 0 Internal gains 0 0 Blower 0 0 AdjustmTotalenth 793 100.01Ceilings Latent Cooling Load=224 Btuh Overall U-value=0.067 Btuh/P-T, Window/Floor Area=0.0% WARNING:window to floor area ratio=0.0%-less than 5%. _ wri h soft" 2024-May-2909:28:28 �� ..1815 King Street-BARN PogFt-Sute®Universal 2024 24.0.01 RSU60892 Page 7 g t 9 ng (MINISPLIT)-5AHU.rnp Calc=MJ8 Front Door faces:NW Component Constructions Job: -�- wrightsoft p C ti Date: Mar 07,2024 Entire House By. Dilandro-Andrews Engineering 158 Gouty Rd 39,Sotltampton,NY11968 Phone:6312593959 Projectinformation, For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 DesignConditions Location: Indoor. Heating Cooling Francis S Gabresld AP,NY,US Indoor temperature(T) 68 72 Elevation: 67 ft Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor Heating Cooling Moisture difference(grAb) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range(T) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U value Insul R Htg HTM loss Clg HTM Gain ft' Btuh/f 2F ft'-°F/Btuh BtuhflN Btuh BtuhW Btuh Walls 1217-6sw.Firm wall, 1/2"wood shth,r-21 cav ins,5/8"gypsum board int ne 305 0.048 27.0 2.69 820 0.47 142 fnsh,2'Sk6"wood firm, 16"o.c.stud,r-8 int bd ins se 499 0.048 27.0 2.69 1342 0.47 233 sw 398 0.048 27.0 2.69 1070 0.47 185 nw 629 0.048 27.0 2.69 1690 0.47 293 all 1831 0.048 27.0 2.69 4922 0.47 853 NYSstretch:U-Value set by Stretch Code ne 221 0.045 0 2.52 558 0.89 197 se 189 0.045 0 2.52 476 0.89 168 sw 23 0.045 0 2.52 58 0.89 21 nw 189 0.045 0 2.52 476 0.89 168 all 622 0.045 0 2.52 1569 0.89 555 Partitions (none) Windows NYSstretch Window.OPERABLE WINDOW;6.67 ft head ht se 21 0.270 0 15.1 315 35.0 730 nw 10 0.270 0 15.1 158 27.9 291 all 31 0.270 0 15.1 473 32.6 1021 Doors NYS Wood Door.Exterior Wood Door ne 20 0.270 0 15.1 302 6.70 134 se 119 0.270 0 15.1 1795 6.70 795 sw 53 0.270 0 15.1 799 6.70 354 all 192 0.270 0 15.1 2896 6.70 1283 Ceilings 17B-6al:Rf/dg ceiling,asphalt shingles roof mat,wd cons,r-6 deck ins,1" 649 0.105 6.0 5.88 3818 4.13 2680 thkns NYSstretch Ceil:C part ceiling,hrd wd fir fnsh,r-30 ins,firm flr,12"thkns, 210 0.034 30.0 1.88 394 1.99 417 1/2"gypsum board int fnsh Floors 22C-10tpm:Bg floor,heavy dry or light damp soil,prm int ins cov,on 122 1.108 10.0 62.0 7570 0 0 grade depth,r-10 ins wrightsOft- 2024-May-29 09:28:28 CA PigN-SUte@)Uriversal202424.0.01RSU60892 Page 1815 King Street-BARN(MINISPLrr)-5AHU.rLp Calc=MJ8 Frort Door fams:NW a -Pk Wright50ft- 2024-May-2909:28:28 CAaM.,..•o•, ,.,x„,,.w�•,.. Rigt#-Sute®Uriversal202424.0.01 RSU60892 Paget 1815 King Street-BARN(MINISPLIT)-5AHU.np Calc=MJB Frort Door faces:NW a Component Constructions Job: p Date: Mar 07,2024 �+ vvrightsoft MXZ-4C36NA2 By. Dilandro-Andrews Engineering 158 Coutty Rd 39,Sotiharnpton,NY 11968 Phone:6312593959 • ept �nfqrrmation For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Co n4itions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY US Indoor temperature(OF) 68 72 Elevation: 67 ft Design TD(OF) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 43.0 36.3 Dry bulb(OF) 12 84 Infiltration: Daily range(OF) - 17 ( M ) Method Simplified Wet bulb(OF) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain tP BtuhlWF WFlBtuh Btuhlft' Btuh Btuhlit- Btuh Walls 12F-6sw.Frm wall, 1/2"vmod shth,r-21 cav ins,5/8"gypsum board int ne 305 0.048 27.0 2.69 820 0.47 142 fnsh,2'St6"wood frm, 16"o.c.stud,r-8 int bd ins se 499 0.048 27.0 2.69 1342 0.47 233 sw 398 0.048 27.0 2.69 1070 0.47 185 nw 629 0.048 27.0 2.69 1690 0.47 293 all 1831 0.048 27.0 2.69 4922 0.47 853 NYSstretch:LI-Value set by Stretch Code ne 221 0.045 0 2.52 558 0.89 197 se 189 0.045 0 2.52 476 0.89 168 sw 23 0.045 0 2.52 58 0.89 21 nw 189 0.045 0 2.52 476 0.89 168 all 622 0.045 0 2.52 1569 0.89 555 Partitions (none) Windows NYSstretch Window.OPERABLE WINDOW;6.67 ft head ht se 21 0.270 0 15.1 315 35.0 730 nw 10 0.270 0 15.1 158 27.9 291 all 31 0.270 0 15.1 473 32.6 1021 Doors NYS Wood Door.Exterior Wood Door ne 20 0.270 0 15.1 302 6.70 134 se 119 0.270 0 15.1 1795 6.70 795 sw 53 0.270 0 15.1 799 6.70 354 all 192 0.270 0 15.1 2896 6.70 1283 Ceilings 17B-6al:Rf1dg ceiling,asphalt shingles roof mat,wd cons,r-6 deck ins,1" 649 0.105 6.0 5.88 3818 4.13 2680 thkns NYSstretch Ceil:C part ceiling,hrd wd flr fnsh,r-30 ins,frm fir, 12"thkns, 210 0.034 30.0 1.88 394 1.99 417 1/2"gypsum board int fnsh Floors 22C-10tpm:Bg floor,heavy dry or light damp soil,prm int ins cov,on 122 1.108 10.0 62.0 7570 0 0 grade depth,r-10 ins wrightsoft- 2024-May-29 09:28:28 MCA Right-Stite(DUriversal202424.0.01 RSU60892 Page 1815KingStreet-BARN(MINISPLrr)-5AHU.np Calc=MJ8 Front Door faces:NW w►rightsaft- 2024-May-29 09:28:28 CE1 M,,.�•o. ,,...,.«.o,�.,,, Riglt Srite®Uriversal 2024 24.0.01 RSU60892 Page 4 ..1815KingStreet-BARN(MINISPLIn-5AHU.rLp Calc=MJ8 Fror3 Door faces:NW Component Constructions Job: - wrightsoft® p Date: Mar 07,2024 MLZ-KY06NA.3 By. Dilandro-Andrews Engineering 158 Courty Rd 39,SoLftmptor�NY 11968 Phone:6312593959 Pro"ect Irnformation For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Condifions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY US Indoor temperature(OF) 68 72 Elevation: 67 ft Design TD(OF) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor Heating Cooling Moisture difference(grAb) 43.0 36.3 Dry bulb(°F) 12 84 Infiltration: Daily range(OF) - 17 ( M ) Method Simplified Wet bulb(OF) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area u-value Insul R Htg HTM Loss Clg HTM Gain ft BtuWft L F WFBtuh MUM, Btuh BtuhW Btuh Walls 12F-6sw.Firm wall,1/2"vwod shth,r-21 cav ins,5/8"gypsum board int sw 120 0.048 27.0 2.69 323 0.47 56 fnsh,2"x6"wood firm,16"o.c.stud,r-8 int bd ins nw 150 0.048 27.0 2.69 403 0.47 70 all 270 0.048 27.0 2.69 726 0.47 126 Partitions (none) Windows (none) Doors (none) Ceilings 17B-6al:Rf/clg ceiling,asphalt shingles roof mat,wd cons,r-6 deck ins, 1" 133 0.105 6.0 5.88 780 4.13 547 thkns Floors (none) wrightsci t- 2024-May-29 09:28:28 h Am,.•o.,�,,.°".,n°.�w,°,. IZgtt-Stite®Uriversal 2024 24.0.01 RSU60892 Pages ACC1815 King Street-BARN(MINISPLfr)-5AHU.rtp Calc=MJB Frort Door faces:NW Component Constructions Job. -�- wrightsoft® P Date: Mar 07,2024 MLZ-KY06NA.1 By. Dilandro-Andrews Engineering 158 Couty Rd 39,Southampton,NY 11968 Prone:6312593959 Project • • For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design, Conditions, Location: Indoor. Heating Cooling Francis S Gabreski AP,NY US Indoor temperature(T) 68 72 Elevation: 67 ft Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(grflb) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ 'F ft'°FBtuh BtuWftl Btuh BtuM' Btuh Walls 12F-6sw.Frm wall, 1/2"wood shth,r-21 cav ins,5/8"gypsum board int ne 100 0.048 27.0 2.69 269 0.47 47 fnsh,2'Sc6"wood frm, 16"o.c.stud,r-8 int bd ins se 224 0.048 27.0 2.69 601 0.47 104 sw 126 0.048 27.0 2.69 339 0.47 59 nw 74 0.048 27.0 2.69 198 0.47 34 all 523 0.048 27.0 2.69 1406 0.47 244 Partitions (none) Windows NYSstretch Window.OPERABLE WINDOW;6.67 ft head ht se 10 0.270 0 15.1 158 35.0 365 nw 10 0.270 0 15.1 158 27.9 291 all 21 0.270 0 15.1 315 31.5 656 Doors NYS Wood Door.Exterior Wood Door ne 20 0.270 0 15.1 302 6.70 134 Ceilings 17B-6al:Rf/dg ceiling,asphalt shingles roof mat,wd cons,r-6 deck ins,1" 292 0.105 6.0 5.88 1714 4.13 1203 thkns Floors (none) � � Wrightsoft- 2024-May-2909:28:28 �AaM.,..•,o.,. .o".,,,.,�,,,w Right-Sute®Universal 202424.0.01 RSU60892 Page 1815 King Street-BARN(MINISPLIT)-5AHU.np Calc=MJ8 Front Door faces:NW ® Component Constructions onstrucons Job: -�- wrightsoft Date: Mar 07,2024 MLZ-KYO6NA.2 By: Dilandro-Andrews Engineering 158 Cottiy Rd 39,Sotttampton,NY 11968 Phone:6312593959 Project For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Cond itions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY,US Indoor temperature(T) 68 72 Elevation: 67 ft Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor Heating Cooling Moisture difference(grflb) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area U value Insul R Htg HTM Loss Clg HTM Gain ft' BtuWft'"F ftk F/Btuh BtuWft' Btuh BtuhW Btuh Walls NYSstretch:U Value set by Stretch Code ne 221 0.045 0 2.52 558 0.89 197 se 189 0.045 0 2.52 476 0.89 168 sw 23 0.045 0 2.52 58 0.89 21 nw 189 0.045 0 2.52 476 0.89 168 all 622 0.045 0 2.52 1569 0.89 555 Partitions (none) Windows (none) Doors (none) Ceilings 178-6al:Rf/clg ceiling,asphalt shingles roof mat,wd cons,r-6 deck ins,1" 225 0.105 6.0 5.88 1324 4.13 929 thkns Floors (none) ® wrigiatsoft- 2024-May-2909:28:28 ICI\ AM,,.•o., ,.,<t a...��.,. Right-Stite@)Uriversal 2024 24.0.01 RSU60892 Page 7 1815 King Street-BARN(MINISPLIr)-5AHU.rup Calc=MJ8 Front Door faces:NW Component Constructions Job: �+ wrightsofte p Date: Mar 07,2024 MLZ-KP09NA.2 By Dilandro-Andrews Engineering 15B Couty Rd 39,SoWemptoR NY 11968 Phone:6312593959 Project Information For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Conditions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY US Indoor temperature(T) 68 72 Elevation: 67 ft Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grab) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range(T) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U value Insul R Htg HTM Loss Clg HTM Gain ft, BtUNF--T WFBtuh Btuh/W Btuh BtuhW Btuh Walls 12F-6sw.Frm wall, 1/2"wood shth,r-21 cav ins,5/8"gypsum board int se 161 0.048 27.0 2.69 434 0.47 75 fnsh,2'Sc6"wood frm, 16"o.c.stud,r-8 int bd ins sw 152 0.048 27.0 2.69 409 0.47 71 nw 195 0.048 27.0 2.69 524 0.47 91 all 508 0.048 27.0 2.69 1367 0.47 237 Partitions (none) Windows NYSstretch Window.OPERABLE WINDOW;6.67 ft head ht se 10 0.270 0 15.1 158 35.0 365 Doors NYS Wood Door.Exterior Wood Door se 23 0.270 0 15.1 352 6.70 156 sw 53 0.270 0 15.1 799 6.70 354 all 76 0.270 0 15.1 1151 6.70 510 Ceilings (none) Floors 22C-10tpm:Bg floor,heavy dry or light damp soil,prm int ins cov,on 60 1.108 10.0 62.0 3692 0 0 grade depth,r-10 ins d -Pk wrightsoft- 2024-May-29 09:28:28 ^'�- AM,,.,•,o., ,..,,.„.„w,.w„ Rigtt-Sute®Uriversal202424.0.01 RSU60892 Page ACCN ...1815 King Street-BARN(MINISPLIT)-5AHU.nQ Calc=MJ8 Frort Door faces:NW Component Constructions Job: +�.+ wrightsoft p Date: Mar 07,2024 MLZ-KP09NA.I BY Dilandro-Andrews Engineering 158 Cotrty Rd 39,SoLthampton,NY 11968 Phone:6312593959 Project Informati'oh For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Oesign Conditions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY US Indoor temperature(T) 68 72 Elevation: 67 ft Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(grAb) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range(T) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U value Insul R Htg HTM Loss Clg HTM Gain ft' BlufAVF WFBtuh BUM Btuh BUM Btuh Walls 12F-6sw.Firm wall,1/2"wood shth,r-21 cav ins,5/8"gypsum board int ne 205 0.048 27.0 2.69 551 0.47 95 fnsh,2)(15"wood firm,16"o.c.stud,r-8 int bd ins se 115 0.048 27.0 2.69 308 0.47 53 nw 210 0.048 27.0 2.69 564 0.47 98 all 530 0.048 27.0 2.69 1423 0.47 247 Partitions (none) Windows (none) Doors NYS Wood Door.Exterior Wood Door se 95 0.270 0 15.1 1443 6.70 639 Ceilings NYSstretch Cell:C part ceiling,hrd wd fir fnsh,r-30 ins,frm flr, 12"thkns, 216 0.034 30.0 1.88 394 1.99 417 1/2"gypsum board int fnsh Floors 22C-10tpm:Bg floor,heavy dry or light damp soil,prm int ins cov,on 63 1.108 10.0 62.0 3878 0 0 grade depth,r-10 ins .z � wrightsOft- 2024-May-29 09:28:28 1- aM,.•o.,=..o,.=h.. w.w," FRigft SUte@Uriversal202424.0.01 RSU60892 Page 9 Ar'Clk ...1815 King Street-BARN(MINISPLM-5AHU.rp Calc=MJB Front Door faces:NW Component Constructions Job: -�- Wrightsoft® p Date: Mar 07,2024 151 STORAGE By. Dilandro-Andrews Engineering 158 Cotrty Rd 39,Sotihampton,NY 11968 Phone:6312593959 Project Information For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design• Conditions Location: Indoor: Heating Cooling Francis S Gabreski AP,NY US Indoor temperature(T) 68 72 Elevation: 67 ft Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(gdlb) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range ff) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or area U value Insul R Htg HTM Loss Clg HTM Gain ft' Btuhflt'--°F ft'°F/Btuh BtuW Btuh WWII' Btuh Walls 12F-6sw.Frm wall, 1/2"wood shth,r-21 cav ins,5/8"gypsum board int se 121 0.048 27.0 2.69 326 0.47 56 fnsh,2'Sc6"wood frm, 16"D.C.stud,r-8 int bd ins sw 62 0.048 27.0 2.69 167 0.47 29 nw 195 0.048 27.0 2.69 524 0.47 91 all 378 0.048 27.0 2.69 1017 0.47 176 Partitions (none) Windows NYSstretch Window.OPERABLE WINDOW;6.67 ft head ht se 10 0.270 0 15.1 158 35.0 365 Doors NYS Wood Door.Exterior Wood Door se 23 0.270 0 15.1 352 6.70 156 sw 53 0.270 0 15.1 799 6.70 354 all 76 0.270 0 15.1 1151 6.70 510 Ceilings (none) Floors 22C-10tpm:Bg floor,heavy dry or light damp soil,pm1 int ins cov,on 47 1.108 10.0 62.0 2885 0 0 grade depth,r-10 ins .` -Pk wrightsoft- 2024-May-29 09:28:28 Ch Rigk-Stite@Uriversal202424.0.01 RSU60892 Page10 1815KingStreet-BARN(MINISPLrr)-5AHU.rtp Calc=MJ8 Front Door faces:NW 1 Component Constructions Job: wrightsofta p Date: Mar 07,2024 152 WC By. Dilandro-Andrews Engineering 158 Couty Rd 39,SotthamptoR NY 11968 Phone:6312593959 Project,Inf6rmation For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Conditions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY US Indoor temperature(°F) 68 72 Elevation: 67 ft Design TD(°F) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range(T) - 17 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area lJ value Insul R • Htg HTM Loss CIg HTM Gain 1P Btuh&--°F TLTBtuh BtuhW Btuh Btuhtft' Btuh Walls 12F-6sw.Frm wall, 1/2"wood shth,r-21 cav ins,5/8"gypsum board int se 40 0.048 27.0 2.69 108 0.47 19 fnsh,2N6"wood frm, 16"o.c.stud,r-8 int bd ins sw 90 0.048 27.0 2.69 242 0.47 42 all 130 0.048 27.0 2.69 349 0.47 61 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 22C-10tpm:Bg floor,heavy dry or light damp soil,prm int ins cov,on 13 1.108 10.0 62.0 807 0 0 grade depth,r-10 ins - - wrightsoft- 2024-May-29 09:28:28 Rigk-Stile®Uriversal 2024 24.0.01 RSU60892 Page 11 1815 King Street-BARN(MINISPLrr)-5AHU.np Calc=MJ8 Frort Door faces:NW - 1- wrightsoft ® Component Constructions Date: Mar 07,2024 250 STORAGE By. Dilandro-Andrews Engineering 158 Cotsty Rd 39,Sotthamptont,NY 11968 Phone:6312593959 Project • • For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design C• • • Location: Indoor. Heating Cooling Francis S Gabreski AP,NY,US Indoor temperature(OF) 68 72 Elevation: 67 ft Design TD(OF) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(grAb) 43.0 36.3 Dry bulb(OF) 12 84 Infiltration: Daily range(OF) - 17 ( M ) Method Simplified Wet bulb(OF) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U value Insul R Htg HTM Loss Cig HTM Gain ft BtuhNN°F WF/Btuh BtuKV Btuh BtuhM2 Btuh Walls 12F-6sw.Frm wall,1/2"wood shth,r-21 cav ins,5/8"gypsum board int ne 100 0.048 27.0 2.69 269 0.47 47 fnsh,2'SKT wood frm, 16"o.c.stud,r-8 int bd ins se 224 0.048 27.0 2.69 601 0.47 104 sw 126 0.048 27.0 2.69 339 0.47 59 nw 74 0.048 27.0 2.69 198 0.47 34 all 523 0.048 27.0 2.69 1406 0.47 244 Partitions (none) Windows NYSstretch Window.OPERABLE WINDOW;6.67 ft head ht se 10 0.270 0 15.1 158 35.0 365 nw 10 0.270 0 15.1 158 27.9 291 all 21 0.270 0 15.1 315 31.5 656 Doors NYS Wood Door.Exterior Wood Door ne 20 0.270 0 15.1 302 6.70 134 Ceilings 17B-6a1:Rf/clg ceiling,asphalt shingles roof mat,wd cons,r-6 deck ins,1" 292 0.105 6.0 5.88 1714 4.13 1203 thkns Floors (none) -�- wrightsoft, 2024-May-2909:28:28 A Right-Stite®universal 202424.0.01 RSU60892 Page 12 ACC1815 King Street-BARN(MINISPLrr)-5AHU.rup Calc=MJ8 Front Door faces:NW S Component Constructions Job. - - wrightsoft, p Date: Mar 07,2024 150 STORAGE By. Dilandro-Andrews Engineering 158 Couty Rd 39,SotbamptoR NY 11968 Phone:6312593959 Project For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design Conditions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY US Indoor temperature(°F) 68 72 Elevation: 67 ft Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(grAb) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area uxalue Insul R Htg HTM Loss cig HTM Gain ft' Btuh/WF ft;°F/Btuh Btuhtft' Btuh MOW Btuh Walls 12F-6sw.Frm wall,1/2"wood shth,r-21 cav ins,5/8"gypsum board int ne 205 0.048 27.0 2.69 551 0.47 95 fnsh,2N6"wood frm, 16"o.c.stud,r-8 int bd ins se 115 0.048 27.0 2.69 308 0.47 53 nw 210 0.048 27.0 2.69 564 0.47 98 all 530 0.048 27.0 2.69 1423 0.47 247 Partitions (none) Windows (none) Doors NYS Wood Door.Exterior Wood Door se 95 0.270 0 15.1 1443 6.70 639 Ceilings NYSstretch Cell:C part ceiling,hrd wd flr fnsh,r-30 ins,frm flr, 12"thkns, 210 0.034 30.0 1.88 394 1.99 417 1/2"gypsum board int fnsh Floors 22C-10tpm:Bg floor,heavy dry or light damp soil,prm int ins cov,on 63 1.108 10.0 62.0 3878 0 0 grade depth,r-10 ins wrightsoft- 2024-May-29 09:28:28 MCAaM.,..•,o,e,,.",r,•.w�,,,,,, Right-Sute@)Uriversal202424.0.01 RSU60892 Page13 1815 King Street-BARN(MINISPLn)-5AHU.np Calc=MJB Frort Door faces:NW i Component Constructions �°b -�- wrightsoft® Date: Mar 07,zoza 2 OTB1 By: Dilandro-Andrews Engineering 158 Gouty Rd 39,SouhamptoR NY 11968 Phone:6312593959 Project Informoti0ft For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 DeSign, Conditions Location: Indoor. Heating Cooling Francis S Gabreski AP,NY US Indoor temperature(T) 68 72 Elevation: 67 it Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 43.0 36.3 Dry bulb(°F) 12 84 Infiltration: Daily range(T) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U value Insul R Htg HTM Loss Cig HTM Gain ft, BtuMft'-°F ft'-°FBtuh BtuhM2 Btuh BtuhfiF Btuh Walls NYSstretch:U-Value set by Stretch Code ne 221 0.045 0 2.52 558 0.89 197 se 189 0.045 0 2.52 476 0.89 168 sw 23 0.045 0 2.52 58 0.89 21 nw 189 0.045 0 2.52 476 0.89 168 all 622 0.045 0 2.52 1569 0.89 555 Partitions (none) Windows (none) Doors (none) Ceilings 1713-6al:Rf/clg ceiling,asphalt shingles roof mat,M cons,r-6 deck ins,1" 225 0.105 6.0 5.88 1324 4.13 929 thkns Floors (none) wr ightsoft- 2024-May-29 09:28:28 Rigtt-Sute@Uriversa1202424.0.01RSU60892 Page 14 1815 King Street-BARN(MINISPLrr)-5AHU.np Calc=MJ8 Frort Door faces:NW i C Constructions Job: -�- wrightsoft° Component Date: Mar 07,2024 2 OTB 2 By. Dilandro-Andrews Engineering 158 Coutty Rd 39,SoLdmmptoR NY 11968 Phone:6312593959 • - Inform, • For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Design, Coinditions, Location: Indoor. Heating Cooling Francis S Gabreski AP,NY,US Indoor temperature(T) 68 72 Elevation: 67 ft Design TD(T) 56 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(grAb) 43.0 36.3 Dry bulb(T) 12 84 Infiltration: Daily range(T) - 17 ( M ) Method Simplified Wet bulb(T) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area u-value Insul R Htg HTM Loss Clg HTM Gain fe BtuWWF WF/Btuh BtuWft' Btuh BUM Btuh Walls 12F-6sw.Frm wall,1/2"wood shth,r-21 cav ins,5/8"gypsum board int sw 120 0.048 27.0 2.69 323 0.47 56 fnsh,2"x6"wood frm, 16"o.c.stud,r-8 int bd ins nw 150 0.048 27.0 2.69 403 0.47 70 all 270 0.048 27.0 2.69 726 0.47 126 Partitions (none) Windows (none) Doors (none) Ceilings 1713-6al:Rf/dg ceiling,asphalt shingles roof mat,wd cons,r-6 deck ins,1" 133 0.105 6.0 5.88 780 4.13 547 thkns Floors (none) W riglhltsOft, 2024-May-29 09:28:28 aM,,..• .. „,.„.,..- w,w,ry Right-Sute@)Uriversal 2024 24.0.01 RSU60892 Page 15 1815 King Street-BARN(MINISPLIT)-5AHU.rup Calc=MJB Frort Door faces:NW +�+I Prot S Job: wrightsoft Project Summary Date: Mar 07,2024 Entire House By Dilandro-Andrews Engineering 158 Couty Rd 39,So Wiampton,NY 11968 Phone:6312593959 Project Informa For: Robert White,Gluckman Tang Architects ' 250 Hudson St,New York,NY 10013 Phone:2129296971 Notes: Design • • Weather: Francis S Gabreski AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 84 OF Inside db 68 OF Inside db 72 OF Design TD 56 OF Design TD 12 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 36 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 32349 Btuh Structure 7995 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 32349 Btuh Use manufacturer's data n Rate/swingg multipplier 0.89 Infiltration Equipmentsensible load 7115 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2216 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating cooling Area(ft) 1451 145� Equipment latent load 2216 Btuh Volume(fN) 18024 18024 Air changesmour 0.58 0.30 Equipment Total Load(Sen+Lat) 9332 Btuh Equiv.AVF(cfm) 174 90 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heat ngoutput 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfrn Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. v -Pk wriahtsoft- 2024-May-2909:28:28 MCA —•.�•nM Right-SuteOUnversal202424.0.01RSU60892 Pagel ..1815KingStreet-BARN(MINISPLM-5AHU.rnp Calc=MJ8 Front Door faces:NW ® Prot S Job: 1- wrightsoft Project Summary Date: Mar 07,2024 MXZ-4C36NA2 By. Dilandro-Andrews Engineering 158 Couty Rd 39,Southampton,NY 11968 Phone:6312593959 • - • • For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Notes: Design Inf• • Weather: Francis S Gabreski AP,NY US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 84 OF Inside db 68 OF Inside db 72 OF Design TD 56 OF Design TD 12 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 36 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 32349 Btuh Structure 7995 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 32349 Btuh Use manufacturer's data n Rate/swingg multipplier 0.89 Infiltration Equipmentsensible load 7115 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2216 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating cooling Area(ftz) 1451 14M Equipment latent load 2216 Btuh Volume(ft) 18024 18024 Air changeslhour 0.58 0.30 Equipment Total Load((Sen+Lat) 9332 Btuh Equiv.AVF(cfm) 174 90 Req.total capacity at 0.76 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh@47°F Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfnBtuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0 Capacity balance point=0 OF Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -rid- wr!.p"tsoft'° 2024-May-2909:28:28 Riglt-Sute@ Uriversal 2024 24.0.01 RSU60892 Page 2 1815 King Street-BARN(MINISPLrr)-5AHU.rLp Calc=MJ8 Front Door faoes:NW ® Project Summary Job: -�+ wrightsoft ry Date: Mar 07,2024 MLZ-KP09NA.1 By. Dilandro-Andrews Engineering 158 Couiy Rd 39,Sorltempton,NY 11968 Phone:6312593959 roject I qf6rmatOr For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY10013 Phone:2129296971 Notes: Design • Weather: Francis S Gabreski AP,NY US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 84 OF Inside db 68 OF Inside db 72 OF Design TD 56 OF Design TD 12 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 36 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9639 Btuh Structure 1580 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9639 Btuh Use manufacturer's data n Rate/swingg multipplier 0.89 Infiltration Equipmentsensibleload 1406 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 518 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating cooling Area(ftz) 431 431 Equipment latent load 518 Btuh Volume(fta) 4305 4305 Air changes/hour 0.57 0.29 Equipment Total Load(Sen+Lat) 1924 Btuh Equiv AVF(cfm) 41 21 Req.total capacity at 0.70 SHR 0.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigtttsoft- 2024-May-29 09:28:28 �� ^_ gym.-•• Mgk-Sate@)Uriversal 2024 24.0.01 RSU60892 Page 3 1815 King Street-BARN(MINISPLIT)-5AHU.rup Calc=MJ8 Front Door faces:NW ® Project SummaryJob: Wrightsoft Date: Mar 07,2024 MLZ4(P09NA.2 By. Dilandro-Andrews Engineering 158 Gouty Rd 39,SoLfhampton,NY 11968 Phone:6312593959 Project • • For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Notes: 'Design th • • Weather: Francis S Gabreski AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 84 OF Inside db 68 OF Inside db 72 OF Design TD 56 OF Design TD 12 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 36 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8748 Btuh Structure 1628 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8748 Btuh Use manufacturer's data n Rate/swing multipplier 0.89 Infiltration Equipmentsensibleload 1449 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 493 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftz) 400 400 Equipment latent load 493 Btuh Volume(ft3) 3998 3998 Air changes/hour 0.58 0.30 Equipment Total Load(Sen+Lat) 1942 Btuh Equiv AVF(dm) 39 20 Req.total capacity at 0.70 SHR 0.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfrn Airflowfactor 0 cfmBtuh Airflowfactor 0 c6nBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Fk- wrightsoft- 2024-May-29 09:28:28 ^� - ^m_• Riglt SLite@)Uriversal 2024 24.0.01 RSU60892 Page 4 ACCN 1815 King Street-BARN(MINISPLM-5AHU.np Calc=MJB Frort Door faces:NW Project Summary Job: - WrightSofte Date: Mar07,2024 MLZ-KY06NA.I By. Dilandro-Andrews Engineering 158 Couty Rd 39,SorthamptoR NY 11968 Phone:6312593959 Project Information, For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY10013 Phone:2129296971 Notes: ,Design. • • Weather: Francis S Gabreski AP,NY US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 84 OF Inside db 68 OF Inside db 72 OF Design TD 56 OF Design TD 12 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 5994 Btuh Structure 2574 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 5994 Btuh Use manufacturers data n Rate/swingg multipplier 0.89 Infiltration Equipmentsensible load 2291 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 467 Btuh Ducts 0 Btuh Central vent(0 cfin) 0 Btuh Heating cooling Area(ftZ) 275 275 Equipment latent load 467 Btuh Volume(ft) 4956 4956 Airchanges/hour 0.44 0.23 Equipment Total Load(Sen+Lat) 2758 Btuh Equiv AVF(cfm) 37 19 Req.total capacity at 0.70 SHR 0.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. A- wrightsoft' 2024-May-2909:28:28 •M••••• •>•••w^ Riga-Sute®Uriversa1202424.0.01 RSU60892 Page ACCK ..1815 King Street-BARN(MINISPLII)-5AHU.r p Calc=MJ8 Frort Door faces:NW Project Summary Job: - - wrightsofts Date: Mar 07,2024 MLZ-KY06NA.2 By. Dilandro-Andrews Engineering 158 Coady Rd 39,Sotthampton,NY 11968 Phone:6312593959 For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Notes: ® - • • • Weather: Francis S Gabresly AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 'F Outside db 84 'F Inside db 68 'F Inside db 72 'F Design TD 56 °F Design TD 12 °F Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 36 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 5382 Btuh Structure 1760 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 5382 Btuh Use manufacturer's data n Rate/swingg multipplier 0.89 Infiltration Equipmentsensible load 1566 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 515 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftz) 221 221 Equipment latent load 515 Btuh Volume(ft) 2510 2510 Air changes/hour 0.97 0.50 Equipment Total Load(Sen+Lat) 2081 Btuh Equiv AVF(cfm) 41 21 Req.total capacity at 0.70 SHR 0.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual airflow 0 crm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Pk- wrimghtsoft- 2024-May-29 09:28:28 11--, RigYt-Sute®Urrversa12024 24.0.01 RSU60892 Page 6 ACCK 1815 King Street-BARN(MINISPLII)-5AHU.nQ Calc=MJ8 Front Door faces:NW ® Project S Job. - wrightsoft j Summary Date: Mar 07,2024 MLZ-KY06NA.3 By. Dilandro-Andrews Engineering 158 Couty Rd 39,SaUrampter;NY 11968 Phone:6312593959 Project For: Robert White Gluckman Tang Architects 250 Hudson k New York,NY-10013 Phone:2129296971 Notes: Design Information Weather: Francis S Gabreski AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 84 OF Inside db 68 OF Inside db 72 OF Design TD 56 OF Design TD 12 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 2586 Btuh Structure 793 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 dm) 0 Btuh Central vent(0 tfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 2586 Btuh Use manufacturer's data n Rate/swingg multipplier 0.89 Infiltration Equipmentsensible load 706 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 224 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heatingg Colin Area(ft') 125 125 Equipment latent load 224 Btuh Volume(ft3) 2255 2255 Air changeslhour 0.47 0.24 Equipment Total Load(Sen+Lat) 929 Btuh Equiv AVF(cfm) 18 9 Req.total capacity at 0.70 SHR 0.1 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cknBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio / 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -#- wr ghtsoft- 2024-May-29 09:28:28 •�• ••••u - Right-Sute®Uriversal 2024 24.0.01 RSU60892 Page 7 1815 King Street-BARN(MINISPLIr)-5AHU.rup Calc=MJ8 Front Door faces:NW N LOFT LEVEL 2 OTB 1 ILLI 1 250 STORAGE 2 OTB 2 Job#: Dilandro-Andrews Engineering Scale: 1 :60 Performed for: Page 1 RobertWh- 158ColnlyRd39 Right-Su'rte®Universal 2024 25DHudsmSt Sate»pkon NY11968 24.0.01 RSU60892 Nen/YOrk,NY10013 Phone:631 2024-Ma)�29092831 PNM'2129296971 et-BARN(MNISPI_fn-5AHUrup N MAIN LEVEL I I 150 STORAGE 151 STORAGE 152 WC Job#: Dilandro Andrews Engineering Scale: 1 :60 Performed for. Page RobertWhilia 158CartyRd39 Rlght-Suitee Universal 2024 250HL&5cnSt SoUhatnkRNY11968 24.0.01 RSU60892 N eNYcrk NY 1OD13 Phore-631 2024-Ma)�29 0928:31 �PhOne:2171 et-BARN(MNIS PU`O-SAHUrup Duct System Summary Job: - .�- wrightsofte Date: Mar 07,2024 MXZ-4C36NA2 By. Dilandro-Andrews Engineering 158 Couty Rd 39,SoUhampton,NY 11968 Phone:6312593959 Project • • For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Heating Cooling Bdemal static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual airflow 0 cfm 0 cfm Total effective length(TEL) 0 ft wrightsoft" 2024-May-29 09:28:28 ^, -ii•-ix•.an.. n�.umw RighESute®Uriversa1202424.0.01 RSU60892 Page 1 .�KiCA ,,,1815 King Street-BARN(MINISPLIT)-5AHU.n.p Calc=MJ8 Front Docrfaces:NW n © Static Pressure and Friction Rate Job: - - wrightsoft Date: Mar 07,2024 MXZ-4C36NA2 By. Dilandro-Andrews Engineering 158 Couiy Rd 39,So Wiampton,NY 11968 Plane:6312593959 Project • • • For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 Availr able Heating Cooling (in H2O) (in H2O) External static pressure 0 0 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0 0 Return grilles 0 0 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0 0 Tbtal Effective Lehgth supply Return (ft) (ft) Measured length of run-out 0 0 Measured length of trunk 0 0 Equivalent length of fittings 0 0 Total length 0 0 Total effective length 0 Friction Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0 none 0 none Return Ducts 0 none 0 none Fitting, • • ® - Supply TotalEL=0 Return TotalEL=0 -�- wrightsoft`° 2024-May-2909:28:28 �� -u.•in n.omn. �•„ � MghESute®Uriversal 2024 24.0.01 RSU60892 Page l ACCP. ...1815 King Street-BARN(MINISPLrr)-5AHU.rup CaIc=MJ8 Fror4 Door faoes:NW �+ wrightsoft6 Duct Free Summary Report For. Robert White,GluckmanTangArchitects 250 Hudson St,NewYork,NY 10013 Phone:2129296971 Mfr SysType Name UnitType Model OgNomCap ClgAdCap CIgI-oad HtgNomCap HtgActCap HtgLoad LigLine SuctLine VerSep SuctLine (Btuh) (Btuh) (Btuh) (Btuh) (Btuh) (Btuh) (ft) TEL(ft) NM H NDY-5C42NA2 OM M)Z-4C36N... 35400 34590 10551 36000 34992 32349 1/4" 3/8" 18.0 50.1 MIZ-KP09NA3 IC MIZ-KY06NA 6000 5820 2275 7200 6984 5382 1/4" 3/8" 18.0 28.7 ML7-KY06NA1 IC MIZ-KY06NA 6000 5820 3041 7200 6984 5994 1/4" 3/8" 18.0 31.2 MIZ-KP09NA2 IC MIZ-KP09NA 9000 8730 2121 12000 11640 8748 1/4" 3/8" 8.0 232 MSII IC MLZKP09NA 9000 9000 2098 12000 12000 9639 1/4" 3/8" 8.0 202 ML2r1009NA4 IC ML7—KY06NA 16000 5820 1016 7200 6984 2586 1/4" 3/8" 18.0 50.1 Wt'iC�htSOft°° 2024-May-2909:28:28 Riglt-Sute®Uriversal 2024 24.0.01 RSU60892 Pagel 1815 King Street-BARN(MINISPLf)-5AHU.np Calc=MJB Frort Door faces:NW - - wrightsoft, Duct Free Details Report For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 MXZ-4C36NA2 MXZ-4C36NA2 MLZ-KY06NA.2 MLZ-KY06NA.1 MLZ-KP09NA.2 MLZ-KP09NA.1 Manufacturer M ITS M ITS M ITS M ITS M ITS System Type H H H H H Unit Type IC IC IC IC Model MXZ-4C36NA2 MLZ-KY06NA MLZ-KY06NA MLZ-KP09NA MLZ-KP09NA Cooling Nominal Capacity 35400 6000 6000 9000 9000 Capacity Loss 2 3 3 3 0 Actual Capacity 34590 5820 5820 8730 9000 Load 10551 2275 3041 2121 2098 Heating Nominal Capacity 36000 7200 7200 12000 12000 Capacity Loss 3 3 3 3 0 Actual Capacity 34992 6984 6984 11640 12000 Load 32349 5382 5994 8748 9639 Suction Line Size 3/8" 3/8" 3/8" 3/8" 3/8" Horizontal length 28.5 8.0 10.5 12.5 9.5 Vertical length 18.0 18.0 18.0 8.0 8.0 Equivfitting length 3.6 2.7 2.7 2.7 2.7 Total effective length 50.1 28.7 31.2 23.2 20.2 Liquid Line Size 1/4" 1/4" 1/4" 1/4" 1/4" Vertical Separation 18.0 18.0 18.0 8.0 8.0 Limits Max TEL 230 65 65 65 65 Max Vert Separation 49 40 40 40 40 Dimentions Width 37.0 33.0 33.0 43.0 43.0 Height 31.0 8.0 8.0 7.0 7.0 Depth 13.0 12.0 12.0 14.0 14.0 Weight 139.0 25.0 25.0 34.0 34.0 wr1 htsoft`° 2024-May-29 09:28:28 aM.w•eg.,. ,.•.w„ RighFSuteO Uriversal 2024 24.0.01 RSU60B92 Page l 1815 King Street-BARN(MINISPLrr)-5AHU.np Calc=MJB Frord Door faces:NW �+ wrightsoft, Duct Free Details Report For: Robert White,Gluckman Tang Architects 250 Hudson St,New York,NY 10013 Phone:2129296971 MXZ-4C36NA2 M LZ-KY06NA.3 Manufacturer M ITS System Type H Unit Type Ic Model MLZ-KY06NA Cooling Nominal Capacity 6000 Capacity Loss 3 Actual Capacity 5820 Load 1016 Heating Nominal Capacity 7200 Capacity Loss 3 Actual Capacity 6984 Load 2586 Suction Line Size 3/8" Horizontal length 28.5 Vertical length 18.0 Equiv fitting length 3.6 Total effective length 50.1 Liquid Line Size 1/4" Vertical Separation 18.0 Limits Max TEL 65 Max Vert Separation 40 Dimentions Width 33.0 Height 8.0 Depth 12.0 Weight 25.0 -�- wrightsoft" 2024-May-29 09:28:28 Righ-Sate®Urrversal 2024 24.0.01 RSU60892 Page 2 1815 King Street-BARN(MINISPLI)-5AHU.r p Calc=MJ8 Frort Door faces:NW Meyer, Nancy From: Meyer, Nancy Sent: Monday,July 7, 2025 7:56 AM To: 'DG Carpentry Long Island, inc.' Subject: RE: [SPAM] - 1815 king street orient point.fire barrier requested Thank you. Please be advised-.the homeowner has NOT contacted the building department yet to discuss the use concerns we have. You cannot move forward with anymore work on this structure until we hear from them and give the ok to continue. ✓I'Vancy Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 From: DG Carpentry Long Island, inc.<dgcarpentrylongisland@gmail.com> Sent:Saturday,July 5, 2025 11:52 AM To: Meyer, Nancy<nancym@southoldtownny.gov> Subject: [SPAM] - 1815 king street orient point.fire barrier requested Hello Nancy,this is Jose We met on Thursday June 26th at 11:45 for the insulation inspection at the NYSTROM Residence . 1815 king street orient point. You request me to send you some pictures of the fire barrier here they are ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i 5ti9.> Meyer, Nancy From: William Nystrom <wnystrom@nbparis.com> Sent: Tuesday,July 8, 2025 2:18 PM To: Meyer, Nancy Cc: nystromsuzanne@gmail.com Subject: [SPAM] - 1815 King St, Orient Hi Nancy: Im the owner(along with my wife Suzanne)of 1815 King Street, Orient where we are building a barn, pursuant to approved plans. My contractor Jose Dubon forwarded your message. The use of the barn, as described in the drawings, is primarily as storage, but in time may be used for other customary and conforming accessory residential uses. Please Imk if I can answer any other questions for you. Best regards, Will Nystrom ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: July 14, 2025 TO: Nystrom, William 79 Pine St Dover, MA, 02037 Please take notice that your amendment dated July 9, 2025: For permit to construct an accessory barn at: Location of property: 1815 King Street, Orient,NY County Tax Map No. 1000— Section 26 Block 2 Lot 43.6 Is returned herewith and disapproved on the following grounds: The proposed construction on this nonconforming 49,414 square foot parcel in the R-80 District is not permitted pursuant to Southold Town Code. By intent of the design the accessory use is not permitted. D . 2�wu&:A Au rized SignatureU Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A., FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (IST) ------------------------------------ FOUNDATION (2ND) �' '� d d D u tc a �, Ramifts lL a�P Sv4v W // r ROUGH FRAMING& � d � vt�(�i � �� • � y PLUMBING •a ns� �- on Ole- g.& exxllci SI C p G� 15 A�t, Use- , INSULATION PER N.Y. -� STATE ENERGY CODE S k V w"W- P- /t UI loop vim- oCrzi� r SaeAC IV Zo- A/A-g t Sk-e( GG.s ,'dd�O FINAL Gt9/Lt �• f7.� /AS% VD� 1, ADDITIONAL COMMENTS Z -15-9, d k o ao.00 0 0 - 1 D- I bD,OD ./ /�, a q 1 H -i e I e4kr fyi ll� '3 • ab�� H c x v � �3 o�OgUFF014- TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. So I Buildinglnspector: JUiv _ 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an D.UU,T)I NG DEPT. Owner's Authorization form(Page 2)shall be completed. Tl V N' Date:May 31,2024 OWNER(S)OF PROPERTY: Name:Suzanne Nystrom PCTM#1000- A — 2 — Ll 3 1v Project Address:1815 King Street, Orient, NY 11957 Phone#:(508) 816-6895 Email:nystromsuzanne@gmail.com Mailing Address:1815 King Street, Orient, NY 11957 CONTACT PERSON: Name:Richard Gluckman Mailing Address:Gluckman Tang Architects, 250 Hudson St, Suite 306, New York, NY 10013 Phone#:(212) 929-0100 Email:rgluckman@gluckmantang.com DESIGN PROFESSIONAL INFORMATION: Name:Richard Gluckman Mailing Address:Gluckman Tang Architects, 250 Hudson St, Suite 306, New York, NY 10013 Phone#:(212) 929-0100 Email:rgluckman@gluckmantang.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION r Existing'use of property:Residential (R-3) Intended use of property:Residential (R-3) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R;80 (nonconforming, lot) this property? CIYes @No IF YES, PROVIDE A COPY. ® The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by f ; Chapter 236 of the Town Code: 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 Laves,Ordinances or Regulations,for the construction of buildings, additions,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 bullding(s)4or necessary Inspections.False statements made herein are punishable as a Class A rmisdemeanor pursuant to Section 210.45 of the New York-State Penal-Law. Application Submitted By(print name):Suzanne Nystrom ElAuthorized Agent BOwner Signature of Applicant: Date: Y� e,-,7y M�S5A�t5i i'[5 STATE OF NEV&Y644 K)' SS: COUNTY OF 6vi2aY1yj.e- �y:5 gym' being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract) above named,, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and,is duly authorized-to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner-set forth irnthe application file therewith. Sworn before me this i { day of -�t,4 n,e, , 20 2'-1 u ,��ill llirrr, NotaKy Public kAIGAs y i 0Uj '0� 213 (Where the applicant is not the owner)' l�r�r fig, y I, s }�4 residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein, I Owner's Signature Date i Print Owner's Name BUILDING DEPARTMENT- Electrical Inspector O e, , TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1.179 V- Southold, New York 11971-0959 Il Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh(c-southoldtownny.gov — seand @-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ke 95-- Company Name: ,�rG�-71wC Electrician's Name: M,5�xq License No.: a-(p 70g' VElenmail: pA g3®0Elec. Phone No: gg�D¢(d0 uest an email copy of Certificate of Compliance Elec. Address.: 3P0 JOB SITE INFORMATION (All Information Required) Name: v Q+AJ S7-POOI Address: Cross Street: r1,rL0 Phone No.: G(Q 85 OIoIPO Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLWDE SQUARE FOOTAGE (Please Print Clearly): 10 AW UAb mil?"el Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Final Do you need a Temp Certificate?: DYES ❑ NO Issued On / Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: 'W A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y RN A dit final InJol na tion: cS, PAYMENT DUE WITH APPLICATION Pia-iz -a�, �-r✓.1-�p� J� 7:D U C""t -40 2 tec-k G'awl �J ----------------------------------r o--------- ®�$��FO(,tc®G BUILDING DEPARTMENT-Electrical Inspector co TOWN OF SOUTHOLD O� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # a Date !a 2025 Customer Name I20/4 Electrician Name , �L�CrI'IZlG Address L 9/!C allvel Phone 5 g,5— d4470 e-mail e-mail P p4) Phone License# Size 00 A Phase�_ Overhead Underground #of Meters Remarks A ex,-e_5 �)r>L'�4 BOtCjr) #of Underground Lateralsi 1 2 New "H" Frame or Polel 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 valid for 90 days from the date above. Authorized by BUILDING DEPARTMENT- Electrical Inspector O G TOWN OF SOUTHOLD 'f t Town Hall Annex- 54375 Main Road - PO Box 1.179 Southold, New York 11971-0959 { 4,� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(cDsoutholdtownny.gov seandCa�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: l0 oZu� Company Name: ,-Z�—rGen,711IC Electrician's Name: ",�3 License No.: a-�p gJ q 4g' lec. email: P,4 -¢300 Elec. Phone No: gg 0¢(e0 ❑I request an email copy of Certificate of Compliance Elec. Address.: 38�0 �GG( l vytvffDC'i. JOB SITE INFORMATION (All Information Required) Name: v e+AJ S-rPOO4 Address: Cross Street: ic,�?�D Phone No.: Bldg.Permit ��- � email: Tax Map District: 1000 Section: 20.1 Block: Lot: Ll BRIEF DESCRIPTION OF WORK, INCL DE SQUARE FOOTAGE (Please Print Clearly): 6" r 3A Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES EJ-N ❑Rough In ❑ Final Do you need a Temp Certificate?: �i�ylS❑ NO Issued On Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: 40 A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? fq Y FIN Aditgnallnoihati on: ` r ` L PAYMENT DUE WITH APPLICATION ` 1(� lVie� PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo Cooktop Minisplit UG Blower AC AH Hood Blowe Service Amps Have Used Sub Amps Have Used Comments _...._..... .. ('i� iAa,1�W�i��l„1 o i m xi�iu�u s�R,bpe�,�no a�b�m M m�i mow�'�n ie,9�im�ir°AKEMCY�+o '_�'�iscm°,al�{�i�a Mtinw�o •0m�i.mmra�wa}Oeor�moaw�i t�',o°m°ien�o°�'wmwQ�or�wm��IDUid a n�ie l✓�+Q pip a�¢ava�asoM a�w��fVLLue rim+ �,nmli o a an Imvd fpl ovan 400 Ostrander Avenue,Riverhead,New York 11401 WELL AND LATERAL MUST BE to[.6813272303 fox.691.7127.0144 aelmhagoungengheering.coin AYandoma nt of misting saniluyt system must be in SH WN ON FINAL SURVEY c odo mam vK&&Paruaent)(eguitm"t Submit empleWd forma WM-080 as pwo€ I __/�� 4.9a Howard W.Young,Land Surveyor / Thomas a.Holpert,Proloestonal Englnoer Douglas E.Adams,Proresslonal Engineer WA E Daniel A Ad war,Land Surveyor PROPOSED SANITARY SYSTEM ! E NGI NEERIS CERTIFICATION REOr L-IREY. 1,ODD GAL.SEPTIC TANK ° J$0, 8'DIAx4'DEEP POOL SITE DATA d - i`�- -.��•--�_ SUeNIT P-E-OR R.A. C.LCRTWICATK/N p-t-eq \• �• F OR I N SrALLATION ANa GON 9TRLICTION ./� �,� `•\• AREA=49,414 SQ.FT. 3 OF IA/OVVTS A^'P " �F 4'+si a0 0 \\• -VERTICAL DATUM Y NAw(1988) O FOR FINAL APPROVAL. �, t`OA \ 4. 'a \ •DEPTH TO GROUNDWATER =60 FT .`` GRASS e6 •NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =5 i ROOP ABOR i `' - .+ �J. 'MINIMUM REQUIRED LA OWTS CAPAa Y =550 GAL PROPOSED 2 �Oa , •PROVIDED LA OWTS CAPACITY =700 GAL ,' •:" STORY BARN •LEACHINB SYSTEM REQUIRED =400 SPSWA TEST HOLE •� ; FFEL=16.0 LEACHING SYSTEM PROVIDED =400 SFSWA 1? PROPOSED (SCDHS REF.NO.8&SO-74) p p ,b^ POOL FENCE OF S'DLAx4'DW 1136 EL-16.5 0.0' cp3 cQV��'l vM �+ q O DAM-WASH e BROWN 4i 5�K Aq,•'*o,° PROPOSED SILTY LOAM ma r0 \ PROPOSED WELL a' ' a AFPROXTAGOF 2STORY i66�POSED +�' 6RAS$ BROWN LOAMY SAWORYSYSIEM ADDITION WATER SIL �+ ai @ •�* SERVICE \ ENGINEER'S CERTIFICATION BROWN 8.0' \ Ot T°°�G% ,A - EXISTING TO BE g„ 'I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL COARSE SAND ` °>°19' ABANDONED 1/4 Y 0 \ SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY COARSE GRAVEL C��1°6 {R s EXISTING bpi DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 OIL, / WELL FOR �),+ SITE AND GROUNDWATER CONDITIONS,ALL FA kil (Sp) `\ $ / - PROPOSED IRRIGATION 6WEL 23 142' s 0p 4� " tt3auo 5)- CONFORM TO SUFFOLK COUNTY DEPARTMENT % �, - tea, ,,++`` ONLY CONSTRUCTION STANDARDS IN EFFECT AS OF NMI WATER IN \ ` v,, ''✓~ 9Q .us D PROPOSED BROWN 7PF ; iy, PIANM r Z m COARSE SAND te.sD _ $•0, .WATER Ij F- b`• ,} 107E GRAVEL te. ''S� / PROPOSED SERVICE m (5PI \\ te. �ytWAY yco ay ADDDDIITTIY 17.0. ON ,y+� IY �O�.��70( Y HIGHESTEXPECTEp ` S te.4s �oAv`+� rr��..: HOWARDW.YOUNG.N.YAL.S.NO.45893n AR�f483 ��i� p '4 THOMAS C.WOLPERT,RYS.P.E.NO.61483 O S) ^� GROUND WATER EL-2.3 t� ` d' vt• 1�3 FO,•�`C.' yn4'� A DOUGLAS E.ADAMS,RYS.P.E NO.80H9T CS 011P 16.62 ten a cG k NOTES �� \• �'r^, �o, 4 qs o�, SURVEYOR'S CERTIFICATI �1 VG �I 16v> {Oa tN Ce •WE HEREBY CERTIFY TO 6 U ZAN N E NYST L THE ow'rs SHALL BE MODEL CE14.7 MANUFACTURED BY o f i 11. •$ 59 A � �l WAS PREPARED IN ACCORDANCE WITH THE CODE bi( O FUJICLEAN USA. {$ \` S� (F 3 - v ts.eo 1. V SURVEYS ADOPTED BY THE NEW YORK STATE A OG'P� 2 THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE, $6 % ` 6 l PROFESSIONAL LAND SURVEYORS. AND SCDHS REPRESENTATIVES SHALL OBSERVE THE ✓ \ l \ ,Ot,�2o`t1 94 INSTALLATION OF THE OWTS AND LEACHING SYSTEM. ` 010 Q' a APPROVAL FROM ALL TMREE PRIOR TOBACKFILL ' . �` �b. •dye° HEALTH DEPARTMENT USE / 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE \ \ V T r S 45893 R DIRECT SUPERVISION OF A FUJICLEAN USA REPRESENTATIVE. ` fee, 4 HOWARD W.YOUNG,N LS.N 93 F 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT ` tsea�41 IA/OWTS Fuji Clean DAt�E1 A WEAV[R,N. LS.NO. O L BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER ` O PROPOSED SANITARY MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF � HEALTH SERVICES(SCDHS)PRIOR TID APPROVAL OF THE I/A bR SYSTEM pdsting Sanitary� \ � sAWTARt'm� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SURVEY OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE WITH foeemove H O PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ARTICLE 190E THE SUFFOLK COUNTY SANITARY CODE SINGLE FAMILY RESIDENCEAND SUZANNE NYSTROM Accessory Barn(0 Bedrooms) NOTE5 FOR DATE\ ` at Orient,Town of Southold ABANDONMENT OF SANITARY STRUCTURES `�\ APPROVED 15/2024 H.S.REF. o. R-24 os7a Suffolk County,New York ABANDONMENTIN-PLACE TOTAL IM M EDRODMS 6 EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE ` ��\ EXPI R ES THREE YEARS FROM DATE OF APPROVAL lamms PERK smm WASTES BY A LICENSED WASTE HAULER,REMOVING THE TOP OF THE PROPERLY co(SMPACTIN6KPILLI O NG WITH SUITABLE SAND AND GRAVEL MATERIAL,AND LEGEND �` Coun Tax ty Mop mao-we 1000 s��uw 26 e,°a 02 Lae 43.E g ABANDONMENT BY REMOVAL FIELD SURVEY COMPLETED DEC.08.2023 a CH =CHIMNEY , MAP PREPARED DEC.U.2023 EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL RESIDUAL CMF =CONCRETE MONUMENT FOUND SEWAGE WASTES BY A LICENSED HAULER,REMOVING THE ENTIRE STRUCTURE(S), CMS =CONCRETE MONUMENT SET Record of Revisions BACRFIL.ING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY EOP a EDGE OF PAVEMENT Water lines mutt be inse2cted by the COMPACTING. FE =FUTURE EXPANSION POOL REVISION DATE Suffolk COunt�(Dt.of Health Si BP DATA APR 23 2024 ABANDONMENT OF SEWER PIPING ZPF =IRON PIPE FOUND ep Services. HS N. MA 29 THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A MEANS OF O- =ON PROPERTY LINE ` Call 1631)852-5754,48 hours in UPDATA JUN.UT.202 ABANDONMENT.THE DEPARTMENT SHOULD BE CONTACTED FOR FURTHER � 66 OUTDOOR � \ advance,to schedule inspection(s). ABANDONMENT REQUIREMENTS,IF FUTURE CONSTRUCTION IS CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. RO =ROOF OVER SPF SPIKE CERTIFICATION REQUIRED 5PS - --SPIKE SET ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS,EITHER W1F =WIRE FENCE S rN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER A LICENSED DESIGN WSF =WOOD STAKE FOUND 40 0 20 40 80 100 PROFESSIONAL OR LICENSED CONTRACTOR AS INDICATED BY TI$DEPARTMENT WSS =WOOD STAKE SET ON THE PERMIT TO CONSTRUCT.FOR PROJECTS SERVED BY MUNICIPAL SEWER 110� =UTILITY POLL / Scaler 1°= 40' DISTRICTS,THE APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION ® WELL �'w\Gi SHOULD ALSO BE CONTACTED. 3020• END OF DIRECTION/DISTANCE 2227 DWG2 1 OF 2 I i I t1INDICATEDUNAUTHOHEREON SHALLIZED RUN ONON OR LY THE PERSON FOR 40M THE SURVEY Is PREPARED 0 HIS BEHALON TO THIS SURVEY IS A VIOLAnON OF SECTION 7209 OF THE NEW F TOATE WETuT1LEATION LAW.COMPANY,(GOVERNMENTAL DISTANCES AND LENDOWN HEREON ING INSTITUTION USD HERE TO ON AND TO THE ASSIONEES OF THE ARE FOR A LENDING IINSTIUTION.CERTIFICATIONS C PURPOISE AND ARE NOT TO BE USED RE OT TRANSFERATAOUSH BLE TO ADDITIONAL INS UTION5 OR SUBSEQTY LINES OR FOR MEGYKIN OF FENCES.(3)UENT OWNERS.TM(5 THE LOCATION SURVEY MAP or REARM THE OF WELLS(W),SEPTICOTANKSS(ST)k CESSPOOLS(CP)'S INKED SEAL OR MSHOWNN HESED M'��L FApA�CONSIDERED �OBSERVATIONS AND OR DATAA TO BE A VALID UOBTAINEDFROM OTHER 400 Ostrander Avenue, Riverhead, New York I1a01 WELL AND LATERAL MUST BE tel. 631.72'1.2303 fax. 631.12"7.0144 adman®youngenglneering.com AV_ t of c 7lyd7 in SH WIC ON FINAL SURVEY 0.4 cc-...faii.slE,�.�...•37..�'..pE.l.:.f'..Rr.�,.��.:.+' 6.i' :.!�,!.�•�.b..a..'.....alL..aaW�.�.ti�� 00 TPF 80W --�- - t4.sa Howard W. Young,Land Surveyor -- ----- 'Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer W E / Daniel A. Weaver, Land Surveyor PROPOSED SANITARY SYSTEAh ' wy.• ENGIMEFR)s CERTIFICATION �EQURED. 1,000GAL.SEPTICTANIK S __ ��. ISO• SITS DATA C U ITT IT 1'.r'• 0 R rZ.A. Cµr.F:TIr lCAT 0" 8'DIA.x4' DEEP POOL. .'-�' �� ° 1"`--� INS"aLLATION AND CON STnUCT l0tJ � �o , `o 4C i �'�, AREA = 49,414 SQ. FT. °� S OL' S� �4, * VERTICAL DATUM =NAVD(1988) I~"'v,^. rind\L�° PrRO VAL. rL 2 7 e� •s _3�°,s/ * DEPTH TO GROUNDWATER =60 FT h �✓ ti or, L l ` b5. GRASS LR °q * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =5 PROPOSED %;?'' O G✓' 6/ ROOF ABOVE MINIMUM REQUIRED I/A OWTS CAPACITY =550 GAL PROVIDED I/A OWTS CAPACITY =700 GAL PROPOSED 2 STORY BARN �" * LEACHING SYSTEM REQUIRED =400 SFSWA FFEL=16.0 �O �` LEACHING SYSTEM PROVIDED =400 SFSWA TEST HOLE ,�`'0I h�` PROPOSED (SCDHS REF.NO.88-SO-74) off o p „1 POOL FENCE CMF k Q'O / 8'DTA.x4'DEEP 13.36 141 O� %/' Q� O BACK-WASH q EL=16.5 0.0' va, P� g O O � SILTY O M ,ROWN ls+s �� AOOROOO PROPOSED \ �j6 SFa WELL 1.3' `�- APPROX.LOC.OF 2 PROPOSED + +V STORY 0.16PROPOSED GRASS ` BROWN LOAMY SANITARY SYSTEM ADDITION WATER�a SILT ® / SERVICE w-"''"" \ ENGINEER'S CERTIFICATION + Ls 43 WWLIA(a (OL) t O `, IPF o o., EXISTING WATER s u 8.0 � � w I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL y °^ '.cf' SERVICE TO BE / BROWN ABANDONED y' (b \ SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY , •k;:' COARSE SAND b0 0�` r 5 ;,,: EXISTING b. DIRECTION.BASED UPON A CAREFUL AND THOROUGH S OIL, 1 w.3• 1= WELL FOR ti ( 10%GRAVEL / l.. : : '�f �+ �, SITE AND GROUNDWATER CONDITIONS,ALL FACILI COS ao i s a^ai $A'sS PROPOSED IRRIGATION (Sp) i r,"' CONFORM TO THE SUFFOLK COUNTY DEPARTMENT a 2 SL S. 0 '�*»7i' J: i o .. TERRACE Q GW EL=2.3 ; ONLY Q� O� OC 4 CONSTRUCTION STANDARDS IN EFFECT AS OF PROPOSED WATER IN \ ,a.., , )' ?;x, tig• Ao , ;,, PROPOSED TRELLIS rig, �O BROWN 16.40 p .�''r'° ` 1`'s. PLANTER 01 WATER COARSE SAND ,,,'"G,� i PROPOSED SERVICE M tT' 10%GRAVEL \ 18.21 ti ^�f?_1 - 1 STOR 2 SP ( ) 17.0' 16.36 WAY ��9 a�'iF sr ADDI ON �� STONE bR= O y,P y °,py Ttr iq .�_ 6'"s+.r•.},�,}--. l,.'I Fsry' P o DK HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n .0 14 83 •,� HIGHEST EXPECTED �(i 16.45 i �'•19 oy .m ;;h ,r.. h THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 o F �„`�P L 11 � `s: '° �' a '� CSSlONA i DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 GROUND WATER EL=2.3 R. �� h9i0/1 / Tr, ti ro.r-o• w •o. y"3 �2', po / 1s.7t t;,o. e G s°''� �` '�� °Oj0 r' y�° ,y 1 ,� �0 ��\�P'�G SURVEYOR'S CERTIFICATIO NOTES �' Pj �/1 TH ��' 0 ao9s C MfF° OCkpC GOC� *WE HEREBY CERTIFY TO S UZAN N E NYST 45 1.THE OWTS SHALL BE MODEL CEN-7 MANUFACTURED BY �'� �9 fit?? �,� t I 1 \`�. 14.80 ° 14 59 00� `0.�� \\\1 WAS PREPARED IN ACCORDANCE WITH THE CODE �FWL O .. FUJICLEAN USA. r`$o \ A �`� 3 V �� o SURVEYS ADOPTED BY THE NEW YORK STATE AS &� gRt OG PROFESSIONAL LAND SURVEYORS. 2.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE, sG 15.94 \ D119 �� 0 * C) AND SCDHS REPRESENTATIVES SHALL OBSERVE THE 6�P� \ ell" 1�1p 2� �� r- g�°�°. I �� INSTALLATION OF THE OWTS AND LEACHING SYSTEM. ,off O {a0 A,O HEALTH DEPARTMENT USE / APPROVAL FROM ALL THREE PRIOR TO BACKFILL. cPi O' �5 �C 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE CMF 4589 S DIRECT SUPERVISION OF A FUJICLEAN USA REPRESENTATIVE. 15.8 or HOWARD W.YOUNG,N . .L.S.NO 893 s�0 15.41 DANIEL A.WEAVER,N.Y. .L.S.NO. 0771 . 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT 15.98+ IA/OWTS Fuji Clean LAND. BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER PROPOSED SANITARY \ O MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF \ APPRO LOC.OF SURVEY FOR HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF THE I/A SYSTEM(Existing Sanitary SANIT)kRYSYSTEM SUFFOLK COUNTY DEPARTMENT Or HEALTH SERVICES System to be Removed) � OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE WITH Sy O PER.MIT FOR APPROVAL"OF CONSTRUCTION FOR A ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. lk SINGLE FAMILY RESIDENCE AND SUZANNE N 1 STROM � o . \ oa\ Accessory Barn(0 Bedrooms) NOTES FOR at Orient, Town of Southold N DATE 6/15/2024 H.S. REF. @!O. R-24-0678 Suffolk County,New York 14 ABANDONMENT OF SANITARY STRUCTURES \ APPROVED o ABANDONMENT IN-PLACE TOTAL i...+UChv4Urv1 EDROONiS 6 o EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE 666 EXPIRES THREE YEARS FROM DATE OF APPROVAL 6VILDING PERMIT SURVEY WASTES BY A LICENSED WASTE HAULER,REMOVING THE TOP OF THE \ 1z\ STRUCTURE(S),BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND LEGEND County Tax Map District 1000 Section 26 Block 02 Lot 43.6 o PROPERLY COMPACTING. > FIELD SURVEY COMPLETED DEC.08,2023 ABANDONMENT BY REMOVAL CH =CHIMNEY MAP PREPARED DEC.il,2023 CMF CONCRETE MONUMENT FOUND EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL RESIDUAL = SEWAGE WASTES BY A LICENSED HAULER,REMOVING THE ENTIRE STRUCTURE(S), CMS =CONCRETE MONUMENT SET Record of Revisions BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY EOP =EDGE OF PAVEMENT von s n ' n �! COMPACTING, XrPF �`�E<<._�'Iinl^s mutt E.`.. sl'11'15�' .tt_�'��t�'"?� REVISION DATE FE =FUTURE EXPANSION POOL =IRON PIPE FOUND ` S1i•1h G!�;COI :�tD . G"`N '^"If3 S�'S '16E'S. ABANDONMENT OF SEWER PIPING IPF SCDHS NOIA#1 MAY 29 2024 THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A MEANS OF OL =ON PROPERTY LINE CC-I! (031)$52-57544 Cs$h urs in BP DATA JUN.07 2024 =OUTDOOR SHOWER ABANDONMENT.THE DEPARTMENT SHOULD BE CONTACTED FOR FURTHER PRF OS POST&RAIL FENCE :dWllnco, to sch�°d'��^� ir:pecti m(s). ABANDONMENT REQUIREMENTS,IF FUTURE CONSTRUCTION IS CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. RO =ROOF OVER Uc\ nr;=3 17 N SPF =SPIKE FOUND ,' CERTIFICATION REQUIRED SPS SPIKE SET Z�s N D gg THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS,EITHER WIF WIRE FENCE N�� IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER A LICENSED DESIGN WSF =WOOD STAKE FOUND $a\ ./G AA --� 0 20 40 80 loo PROFESSIONAL OR LICENSED CONTRACTOR AS INDICATED BY THE DEPARTMENT WSS =WOOD STAKE SET G V JUN 2� ON THE PERMIT TO CONSTRUCT.FOR PROJECTS SERVED BY MUNICIPAL SEWER rQ, =UTILITY POLE J Scale: 1" = 40' a DISTRICTS,THE APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION G =WELL �/ SHOULD ALSO BE CONTACTED. • =END OF DIRECTION/DISTANCE .� $�� jGJ06'.2023-0227 '6$W(rT�t¢23_0227_bp 1 OF 2 I f I .� �.,•�._�_�_._._,_, _.,,. 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ML'.A'.;F.fif1��S Kr' rM.LC�IS�SFR.•YG'•?•Sdi':K 4PrtibCt'ILQr!R�9'i IR*f y$W41.7"4'9:�113. 1T AQ911�ffii!6 RP,v:rL�ll9 41 m.�►M171t741Q+I1 N1diR.'L ��i n+r y,r+e.M•pa� n t�tu.�{I►',.�gr�= "as«A"s{cia t Qf:Qc�aa s�al. -•p%wrr� �Q�r:�'ra;wm�r.A`tse±+yrQ 4'+L++-��+A+.•�p.:�..m!*ws ALL DRAWINGS,SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERI TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TAN ,�+ - ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY AF AN LATH �`L 14r �' . �-' -` �*tn�rld��L�' ��I��FO X. 6"'t -C 4!4 MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLV 4 �. -- - - -�--�- --- " is 'n 4n � tic rirt zcrn DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN �° l �*- "` , +`� ^r r - t F ��^ S1.1 6;�Q` lea 01.E FINAL L' .[ J W CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVI N "" a `' ' - MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON { ..�` r P•rt "4 + -� l,.a IT.0 ....,.r..� ". ,....K,��L x _ � r FIRM,OR CORPORATION FOR MANY USE OR PURPOSE 0 "IlIq _ '" a IFF WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT �. : r�� r 499 � �' i UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKM/ k � w °L�tb a ear � ...." r I .-� �W ! � I�FM1�7r�t V"i! �'� ! I�`� .n'�,+c��r�r` TANG ARCHITECTS. 1- "�i E .fi � G. Y'4r t r E, F-"tY�� e 1 1 I Mee .F ''��''- ' �--• '' - L�c�Jr�'� � A�"��, I�^�F��II �r�±"n�r�r �.-• " w 1�' I A. Ir�tQ� vr�r, Ltt! .rr w►t+�dr ' - "d"��*. ! - •�- PPOPOSED SANITARY SY.57EM + ; • �! �•-. w ��A�A�. SfPTI�TANK �,� NO. DATE SUBMISSION F;PIG I FA�_7 7'!K^ C E F T 11"�`.'_'��',T 1�ry"! E s>�LQ I x`'''".•� ! b r�,y�■ , P TC ry,�l�,l�y{ r '�,+�`, ,j,r. +t,y �D ,W ,.,. 8'1)t!•...+x4' L�'�Cf �•V4 .a ��ro+sd'� 1J - � �'�ry� ` RI DATA 1,I r', , 1- � . � � 01 6/7/2024 BLDG. PERMIT W es« IPd ,.`.rYLL "I •�nf ,II, ,..,1 .b .J_rlr.tf• . {? [„ 6' .t APEA = 49,414 � . I E. IF -Ii c7 N-11,� 1AIM TS P6 IA§"•° ' t': L.d".Fr i -'" ! �.ry �•++y '�', 'w� '� IF6TICI DATUM NA.vb 0989) DEPTH TO fPO1jND%1/AM a 60 FT 1�+, + '� t�t.LN1M.��1.Qt"�EF�Ia?I��1�.Ala ,�71E.�a•��ar+�E'n�,'��fl�l,r� =,��+ k. r.�s.^� � Vol, A!Ir•1I11'.rJM ik'.f,`g1LkFIIJ VA.01675 WACM =r50 6A.I_ M.OVMEb TIA OWTS CAFACITY 700 6AL ^ STOPY PAP1 �, [tk ALt �lC S.YSTE �GrCrJI17 C5 = A SF a4�Pr * .•.:-.�,:. �f FEEL-l�.O E.EQ� M�; SYSTEM P1�.•�'�Eb TEST HOLE ,`. ''- ,�` '� •., r �c� (SMHS PEA'.NO.86-S -744) & , `` , , -f°� Pe OOL Fr.Nx I t>Mw • !_..1 r F ,w! y kt O p vV01 SMTY LOAM Q *' PRtOF S �9a" �. M PO',VN 14APAY DDITIOr n t t -`l' EN&INEEWS CERTIFICATION 8.0" �� y � �� G '`I� T'8 TIF'4�T}4ATT}(E 4'AT SUPPLY S�AN UM .5-TIAIfCr bT5, OSAL M�i'�'o"t `, * t ` `.`µ:°`4,t�y } S'r'STCAq S)FOP THI5 FPOJC T VrL DESIL-NE.b BY AiC OR UN b�MY b3+f?1�#5E SANtb .�4 p 1, r .*r► i, �, :. !! Rc�ION.PRASE'b�PF'ON A. C.0- 1I11,_AND TPOf�01%.141� °OIL, 2[) $i 4t�'EL FITE�1Nt)Rl��.1-4D%`AT'EP CONbI`'TT ON'.S,All F�ICIL.I COMFOPM TO T7 l_SUFFOL1t C01II b91-+►p4WEE'NT OW ELj-�.� % _.r'''"r • �'. '`Q:.kl .. a,l •.f ! W�AT1`R IN Ti�fLliS 0 1G' ]STt11TIOr�STA ![ A . 5 IN EFFE C AS a PRO'�rF I.y 140 p M,,e , r-• �,. '.� ` P r 1 r'� +' +*' d ASC SAhT DOSEb 51I RIsz �lr:^ 1 1•;%y 18...PE. c1 4* s, t�lbE� 1� �° + •':�•' �,. '�, s- ,p -. ._�:. >�, Y `� F1�1�1q'r91°:� wt,'�'t'3`t•1r^+1�a�t.�"'..a,l.,,a.r'+i'O.�I"r.�r�9r5 �{`,,,, !�.E`,�1 �`�� r 1E.4� .� ,t•.- .ff - � �? TH'01�1�.5 C.11"r'tXL+QEMT Pa.'V.S.P.C.hlt�.,�14 � CIVIL ENGINEER: � t C' b 1 .K'1 f s.,[;,;w;,="� ar / 7 t DOLI E.A''a`A.MS,N.Y.S.RE NO.8067r 1E.71 x YOUNG ASSOCIATES (16 La �r ,►' `` `%* � , .CSURVEYOR 400 OSTRANDER AVENUE S CEATIFICATIGN RIVERHEAD, NY 11901 NOTESdl - , I ` , x LT 0 %VE HrPEOY CM17rY TO F;U Z A N N E 9'•.EYSTR � � ,�� ► . '�'3+ 631 727 2303 1.." IE CWTS; SMALL. rt: IVI00CL.CEN-7 AIAtIM- RED BY 'r � � _ � '`d t �� 1�� c E JI -A.I l tUSA J �4: �+;�1 �: 1 _>a� '' y tiYL A ► PROPO ED FUTURE WORK WAS.PPEPJtr Cb A, L} T�-1 THE I�t7l .• . ,�1�Of Eb [ TF�E IwdE'�'� YMI S�"I+tTE AS � .sr� STRUCTURAL ENGINEER: V �' ' ' � �•' '�'+- '� TO BE FILED IN A SEPARATE � .� ! APPLICATION MOTCSSrONAL.LAND SUPIVEYORS. ,�� ' ,� �� '�' ��, Z_THE DEW ON EWTN�t FU7I�".AN US.A 6 tTRE`SENT'.ATIVE. '° � 15.44 IP � , ` EVAN AKSELRAD ARCHITECT ENGINEER AND v CWS 1PEPPESENIT'ATIV'ES SHAII QRSr-PV1 TIC � ''� ` ^� 0_11 �, '+ r 860 UN PLAZA INSTALLAT:I:ON1 O, THE O l-TS Af��LE-A....RIN Y' .. , � DEPARTMENT USE' ,��'RovA.L MOM ALL TI-IN PPIOP TO RACK. L.. "�` '� � � _ � , � � �"�4 r .��F � NEW YORK, NY 10017 '' L � !!. �+.T -' `r . . ��= - ` 917 689 0301 S. TPC SYSTEM START VP 'Y�I>�4..Gr:CO.MT t�U*• DCR T} ' '�$Et +J pIPCC i'St SSONi F117Z �QN �1:A Fit"` TarrJTATI'4'�`_ `' 4v.1'11 ' ,5 H0'01AR D W.YL N '7, P..S. Fd aR 93 ��x+41 ` . bill-'�TEL A.WTA P,N.Y.v.�..5_.t%10. , j771 �_��,� MEP ENGINEER: I NNrF Fuji Lean �4.AN MOJ7Eb CRATION AND P.AlI1NTEPt:�N#:E CONTRACT 15.9gt \ � � DILANDRO ANDREWS ENGINEERING 6"LTWEErIN THE AIAINT NC�I PaLtVIDM 04-ND t`R' '•-RVY OVINER R `� .`�, j,�tj;5T••Sc 51.T WITTED TO n1C SVFFOLK COUNTY tfPA.PTeASN'T OF PROPOSED SArriITARY � �!, ,BUR +' FOB 1 O COUNTY ROAD 391 SUITE 10 f"�+9LT�i SER14. £S �5 b�i.S�FMI 7�T �4Ff"0'1 OF TF{( �1}I YSTE�44 xi.�;rit 1 rt if4 �+ s..+MT1I��s!Q�"T1 Wrre)i I,; ��a W177� C��.'°,�Tr:#�r1T 0,7 H -.pt.Tl e ;3rp,,QQI�-� SOUTHAMPTON, NY 11968 O;0/Ti'5 RECI.STRATION BY'THE HS IN ACCOP NCE 1�r'ITWr �yat�r� �t�lac t�cm�vt�J� � �. _ -�ti�l„ti�.� �,� ;�...�,! ,, �.�.�'1.1�:�I��! ��.� �, 6312593959 f FBI .��.�' •:. �, r ��- �,I., .t Q � i�r A ST OF T} Hsu OLl UN S+'1N:1'�41�Y bE:. ' ' 71I�•I': F_,�,": ' FBI "'rat re r "R.�"! ZA 11�+1E ' , ARCHITECT: ` Auressney P1sm(a Seolfrooms) GLUCKMAN TANG NOTES FOR Pal i °�° 1 �� .� at Orient, To-Am of Southold 250 HUDSON STREET, SUITE 306 # � T F SANITARY .T E. E,1,a ' b H.S.tQ F``° -r'r, i 2 -+ . 8 Serf f of k County,h-ew York NEW YORK, NY 10013 J�1y'r"`l rglyr ii�l�G II.a !J! U.ld•--' - f I J A h�� 212 929 0100 ktt�-lP't�3rC I"J-r�1.++1�F' '`' { `ry BMLDINr E �+4t�•3t'1O! •TI*"`i�1�4. �_.. ,•4,�,5.�1'! 1.�1.'�t-mt�:lr:f.=!Q� r ,� � E.y.T5TIt,3(, SY51LA1S 514 t FAT A.MANI)M,' tY REMO1V"T'N6 ALL PESrDIJ '!L SEW1,45E E S TH°_��E � �=��=4� IF�.►�I`'a1 �'V.�� E��= �.f f r,.��r��.1_ WASTFUS O Y ALTrr.NfrD WASTC HAlJl..Ct7,Pr-.Aq VIW, Tim "TOr OF`0 5TPV4TkJPIE(S), ��!t k"►�'14lra�y%tit SUrr� PLt SAND Ia,I CAM AMA,TEkTA1_rAND LEGEND � Cn=ty�r"VI 0ix,r:k 1000 F,.ti m 26 Ii,,� 02 ui 43.E NYSTROM RESIDENCE - BARN �b�� 1815 KING STREET, A EAP�]C�'J1�kV1,4F.t�S MY tC-RO AL CH =Ci'I.lINE`4' FIELD S ��G WILLTE1� DEC,CiL' � ORIENT,NY 11957 Ee 1,T 4G SYSTEMS MI4Y.ALSO BE AAAW30 BY f IMC)'rl 46 t�.'�L lkt,5IC�1 AL. r*IV.F' =Coll, P� MONUMENT F'C`jNtp '� �, ' Ci9�� DEC, 1��Q�3 SCWA6�V°.'1A5Tr'.5, AY A LICEHS+Eb MLA i'LE.M,PEP,0'VJf�+�,.�TYE E1�PE STRUCTi1.PR'.,Pr), �Cl'1+5 =COWPETE�Uls�t�', AIENT SET � r 8ACK17TLLTIt•Y,Vk"I N SUITA.RLIE SA.�11)A Mn ORAM AP ATEP:�'L,Q11"t)PPOPERL'Y EOP' � Ebr E Or PAVEA� ENT �r, � � �� :.:... �..y,_��._�_., �. _:.:�:.....u,,,___... 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L �- JOB NO. 3-0227 7, ,F'SOS F 1ff1 END OF UPECTIO."JID1.5TAIII , � b1�r'ry_ nZ3_ 27'_bp 1 OF Z IU A070 © Copyright Gluckman Tang Architects FROM ES TO E)"ING E FOR A SPECIFIC PURPOSE AND ARE OT TO BE USED ESTASUSH PROMTY LINES OR FOR IM OF FENCES.(3)COPIES OF THIS SIMVEY EARING THE INKED SEAL OR EMOSSED SEAL SHALL NOT BE CON9t)ERFD TO BE A VALID TRUE ATION (1))UNAUTHORIZED EON SHALL RU OR N ONLY TO THE PERSON FOR 15 A VIOLATION OF SECTION 7209 OF THF NEW Yon THE SURVEY IS PREPARED AND W1 HIH BEHALF TO STATE DUCIRL nCOA1PANY.((iOVERNufl1TAL AGENCY AND LENDINGPROPERTY N710NNLIShD XEREON,AND 10 iNE�ASSIONEES OF IEt�� INo S11N ON.N CAADNS ARE 1WT 1RPNSFERAWE 70 ADOVRO"AL INSSTITOUNS OR WEST O"E S. 5)7HE LOCAIION OF BWALS('I).SEPTIC�DTANKS�S(� CESSPOOLS(OP) DVIN HEREON EAR FROM FIELD OBSERVATIONS AND OR DATA OB�EDFROM O7HCEM 400 Ostrander Avenue, Riverhead, New York 11101 tel. 631.1212303 fax. 631.'72?.0144 HEALTH DEPARTMENT USE admen®youngengineering.com --9a�oriato SUFFOLK COUNTY DEPARTMENT O HEALTH SERVICES �25 APPROVAL OF CONSTRUCTED WORKS FOR i � ' °� o� Howard W. Young, Land Surveyor A SINGI-E FAMILY RESIDENCE "'�` Thomas 0. Wolpert, Professional Engineer kp Douglas E. Adams, Professional Engineer (,?1tt, 02/11/2026 :? ( ( Ncs R-24-0678 Daniel A. Weaver, !_and Surveyor O s ems. of iii;<, k:#rmion have rk oIN- , � � ��o � SITE DATA . i t ! .4'{7^��,,i'r}' {"+r}t r thor mI f"nctf,s nn(i SC)urd . cf�r'I��1� �'� I..Y I,�I � I,k.r. ,#rtrl? - � � ,t � ir)14 aifr:f.�rls}cy F (?F: P..�lltX4�R!)tk1()r o ItE i,)F:C)(?r 0� � ST `` o��` P•' o,� ", AREA - 49,414 SQ. FT. 1~ h�aVG � o\, c0 /OCO 'oa VERTICAL DATUM =NAVD(1988) 4lI I ltl V\N 1`)Al. I'.L: .1- ()' �4 ttf VV,as{f`voratr.r P�I;�na �3ntnl 2 kg1 ��► A .S PO P y�P ' V AO 4. 9�O s4 9- IPF IRRIGAiTON WELL ENGINEER'S CERTIFICATION o1p 201 �aoFy �'� \'�- q \ \ I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL � b`' SYSTEMS)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION.BASED UPON A CAREFUL AND THOROUGH S OIL, \` r� s j/ Q� SITE AND GROUNDWATER CONDITIONS,ALL FACI @�PQ CONFORM TO THE SUFFOLK COUNTY DEPARTMENT C CONSTRUCTION STANDARDS IN EFFECT AS OF p ♦ IPF rm ,�. s. 6. 0 ' ., m >� � CL YEW AY �1� 9�Fy F.3'. Q ' e. woe F N(! 19.01 ti �y HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n 614 g3 THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 �SSl�nap�, DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 \ �'r 000, 011 eo" SURVEYOR'S CERTIFICA CMFot TIO IN _ *WE HEREBY CERTIFY TO S U ZAN N E NYST S SAI z�y SYSTEM WAS PREPARED IN ACCORDANCE WITH THE CODE f(R CE MR (SCDHS Ref.No.88-SO-74) \� N19 �4 �°fi� SURVEYS ADOPTED BY THE NEW YORK STATE AS (� � \ ,jsO oo�O 20 0�� PROFESSIONAL LAND SURVEYORS. * p _ a Gl ""'+ p o \ \` cMF g HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 s�0 LAND SJ�� \ DANIEL A.WEAVER,N.Y.S.L.S.N0.50771 SANITARY MEASUREMENTS SURVEY FOR FOR BARN tiAo\ A �a, SUZANNE NYSTROM ST 27' 16.7' LP 53.8' s9.7 at Orient, Town of Southold Suffolk County, New York Cal \ 6A� AS-BUILT SURVEY N LEGEND County Tnx Map District 1000 sectiLxl 26 Block 02 got 43.6 o FIELD SURVEY COMPLETED DEC.08,2023 ass °"`" MAP PREPARED DEC.11,2023 CH =CHIMNEY CMF =CONCRETE MONUMENT FOUND IPF Record of Revisions CMS =CONCRETE MONUMENT SET REVISION DATE EOP =EDGE OF PAVEMENT FE =FUTURE EXPANSION POOL ` BP DATA APR.2 ,2024 SCDHS NOIA#1 MAY 29,2024 IPF =IRON PIPE FOUND \ __ __ JUN.07,2024 OL =ON PROPERTY LINE BP DATA FINAL SURVEY NOV._ 17,2025 OS =OUTDOOR SHOWER \ SCDHS NOIA#1 FEB.li,202b PRF =POST&RAIL FENCE 2 \ RO =ROOF OVER g SPF =SPIKE FOUND 5P5 =SPIKE SET $ s WIF =WIRE FENCE �i \ ``� m 40 0 20 40 80 100 WSF =WOOD STAKE FOUND WSS =WOOD STAKE SET ,/'S� Scale: V _ 40' Cob =UTILITY POLE ® =WELL JOB NO.2023-0227 • =END OF DIRECTION/DISTANCE DWG.2023 0227_fs 1 OF i APPROVED AS NOTED ZE -zq-2 B.P 5d� N9•O Blf�REFERENCE SYMBOLS MATERIAL SYMBOLS ABBREVIATIONS _ D_ ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, NOTIFI(BLXDMO DEPAR'TMENTAT ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG A/C AIR CONDITIONING 631-766-1802 8AM TO 4PM FOR TF� 1 1 DETAIL SYMBOL CONCRETE ACOUS ACOUSTICAL FOLLOWING INSPECTIONS: ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE A101 MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, ADJ ADJACENT t _ J STEEL AFF ABOVE FINISHED FLOOR FOUNDATION-TWO REQUIRED DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN ALUM ALUMINUM 1815 KING STREET ORIENT NY 11957 FOR POURED CONCRETE CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE AP ACCESS PANEL � � MAYBE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, ALUMINUM ROUGH-FRAMING&PLUMBING FIRM,OR CORPORATION FOR ANY USE OR PURPOSE ARCH APPROXIMATE INSULATION WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT 1 ARCH BELOWARCH E FINISHED FLOOITECTR FINAL UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN EXTERIOR ELEVATION FINISH WOOD BFF BELOW FINISHED FLOOR FINAL-CX�'JSTAUCTION MUST A101 ® BLGK BLOCKING BE COMPLETE FOR C.06 TANG ARCHITECTS, RIGID INSULATION BO BY OTHERS/OWNER CH CEILING HEIGHT ISSUED FOR PERMIT ALL CONSTRUCTION SHALL MEET THE CL CENTERLINE REQUIREMENTS OF THE CODES OF NEW 1 FIRE STOPPING CLG CEILING YORK STATE NOT RESPONSIBLE FOR NO. DATE SUBMISSION INITERIOR ELEVATION CLO CLOSET /� DESIGN OR CONSTRUCTION ERRORS 1 A101 1 ® STONE COL COLUMN 06/07/2024 CONC CONCRETE 01 6/7/2024 BLDG. PERMIT CONST CONSTRUCTION SLATE 1 CONT CONTINUOUS COMPLY WITH ALL CODES OF CONTINUOUS BLOCKING CT CERAMIC TILE ELECTRICAL CO STRUCTURAL WOOD DBL DOUBLE AS REQUIRES AND CONDITIONS OF B INSPECTION REQUIRED 1BUILDING SECTION DIM DIMENSION A101 � NONCONTINUOUS DN DOWN SOUTtIdID TOWN ZBA BLOCKING OR SHIM DR DOOR DTL DETAIL SOUTk10LDT4WNPlANNINGBOARD BATT INSULATION DWG DRAWING S4UTNOlDwTRUSm PLUMBER CERTIFICATION EA EACH VIDI(; ON LEAD CONTENT BEFORE 1 SIM WALL SECTION \\ GLASS IN ELEVATION ELEC ELECTRIC/ELECTRICAL PROJECT AND SITE INFORMATION SITE LOCATION � CERTIFICATE OF OCCUPANCY ELEV ELEVATION A101 EMER EMERGENCY OPENING OR VOID EQ EQUAL � aq SOLDER USED IN WATER 'I�I EQUIP EQUIPMENT 3RUSS PtACARdiNG REQUIRED SUPPLY SYSTEM CANNOT ® PLYWOOD EXG EXISTING SITE LOCATION : 1815 KING STREET, ORIENT, NY 11957 a EXCEED 2/10 OF 1% LEAD. SIM EXT EXTERIOR 1 FD FLOOR DRAIN DETAIL SECTION EXTERIOR GRADE SHEATING FIN FINISH A101 ® FIN FUFF FINISH FLOOR ZONE: R-80 (NONCONFORMING LOT) ' k " M� - �' ��"�� 4-tip ,aF°¢ i '� •� '"� r i FLR FLOOR ACREAGE: 1.15 -^ `, \ � '� � .. All ® CEMENT BOARD ' ` i PLUMBING FPRF FIREPROOFha c1�x�°p PLUMBING WASTE FT FOOT/FEET AREA: 49 414 SF `'°` R RUNOFF NEED 0 o DISTRICT: 1000 ��' � � �. � �' �,:4 ETAIN STORM WATER 236 TESTING BEFORE ES TITLE o o MEDIUM DENSITY FIBERBOARD(MDF) GFI GROUND FAULT INTER. PURSUANTTO CHAPTER E COWERING 1 1/8" — 1'-0" DRAWING TITLE GL GLASS SECTION: 26 GYPSUM WALL BOARD GRL GRILLE BLOCK: 02 OF THE TOWN CODE p GWB GYPSUM WALLBOARD ��om4 LOT: 43.6 Must provide Manuals ® HDWD HARDWOOD T - r Te¢rj 4.. � ThP litrl8a0e9e -.-- �, CONCRETE MASONRY UNIT HM HOLLOW METAL FEMA FLOOD ZONE: X d4 , - s Nousemcdtmw D J and S as er HOR HORIZONTAL CLIMATE ZONE:4A (MIXED HUMID) p CONCRETE MASONRY UNIT SOLID FILL HR HANDRAILS {"`°'hA ' s ` \, A1 trei fl;g 1Y2p3c { , NYS Energy Code IDENTIFICATION SYMBOLS N AC INCHES HEATING,VENT.&AIC PROPOSED LOT COVERAGE: 4,867 SF (9.8%) Tns�� ` ' I ` ",,, m`° [ INSUL INSULATION PROPOSED ACCESSORY BUILDING FLOOR AREA: 1,200 SF © A ��'�" ^'�� T�df ,r LAM LAMINATE gone"�q��s)an9 ROOM NUMBER orf , , 101 LV LOW VOLTAGE �, � ROOM NAME ROOM NAME MATL MATERIAL .s f a • _ " --- 4 MAX MAXIMUM MECH MECHANICAL - �Q MIN MINIMUM PARTITION TYPE MISC MISCELLANEOUS 1i MLDG MOLDING MTD MOUNTED OWNER Daa"Po MTL METAL wc11 � 5 MUL MULLION p a NA NOT APPLICABLE WILLIAM & SUZANNE NYSTROM F1 S ,;. NIC NOT IN CONTRACT ��' xd sP- CIVIL ENGINEER: FL_OOR FINISH TYPE 1815 KING STREETr� ' NO NUMBER YOUNG ASSOCIATES NOM NOMINAL ORIENT, NY 11957 � ; OC ON CENTER fi a a q - r Ell ,.��.�'��T�.°�� , �. :� 400 OSTRANDER AVENUE OPNG OPENING SECURITY CAMERA � `� - ��- � _�� RIVERHIEAD NY 11901 OPP OPPOSITE 631 727 2303 PERF , PERFORATED ARCHITECT > PLAM PLASTIC LAMINATE 3' 0" PTD PAINTED STRUCTURAL ENGINEER: DIMENSION LINE QTY QUANTITY RA RETURN AIR . ' EVAN AKSELRAD ARCHITECT ENGINEER REC RECESSED GLUCKMAN TANG ` READ REQUIRED 250 HUDSON STREET NEW YORK, NY 10013 860 UN PLAZA REV REVISE/REVISION 212 929 0100 NEW YORK, NY 10017 NEW DOOR RO ROUGH OPENING m 917 689 0301 1 SC SOLID CORE o� ' SCHED SCHEDULE 101 SECT SECTION MEP ENGINEER: SF SQUAREFOOT " SHT SHEET DILANDRO ANDREWS ENGINEERING DOOR NUMBER SIM SIMILAR 158 COUNTY ROAD 39, SUITE 10 Q SST STAINLESS STEEL SOUTHAMPTON, NY 11968 STD STANDARD 1t STD STEEL DRAWING LIST 631 259 3959 WINDOW NUMBER O TBD TO BE DETERMINED TEL TELEPHONE ARCHITECT: TYP TYPICAL o ' ' NEW WINDOW UON UNLESS OTHERWISE NOTED GLUCKMAN GLUCKII�JIAN TANG VIF VERIFY IN FIELD SHEET NO. SHEET NAME 250 HUDSON STREET, SUITE 306 A y WI WITH A050 COVER SHEET W/O WITHOUT NEW YOIRK NY 10013 A055 GENERAL NOTES, BUILDING NOTES A ENERGY 1 REVISION NUMBER WD WOOD 212 92910100 COMPLIANCE • REVISION A056 ENERGY COMPLIANCE A070 SURVEY NYSTROM RESIDENCE - BARN A150 FLOOR PLANS - LEVEL 1 & 2 A151 FOUNDATION AND ROOF PLANS 1815 KING STREET, ORIENT,NY 11957 A260 EXTERIOR ELEVATIONS AND BUILDIMIG SECTIONS DRAWING SYMBOLS P002 PLUMBING RISER DIAGRAM PROJECT NUMBER:23006 S101 STRUCTURAL NOTES j T.O.F.F. ELEVATION NUMBER S102 GENERAL CONSTRUCTION NOTES ' EL.35 4" — S103 STRUCTURAL PLANS FOUNDATION LEVEL 1 ;r3` COVER SHEET S104 STRUCTURAL PLANS LEVEL 2 & ROOF — — COLUMN LINES S105 STRUCTURAL DETAILS BREAK LINES SEAL&S DATE:0 07/2024 A 8' 0" S� yi DRAWEE WN NOTED DIMENSION LINE 1 % CIO'-0 c� t ALIGN -------- ALIGNMENT ---------------------- HIDDEN OR f91. 3757 % yp� a OWERHEAD LINE OF NEw A050 i �c Copydglht Gluckman Tang Architects ENERGY CODE COMPLIANCE GENERAL NOTES BUILDING DEPARTMENT NOTES GENERAL NOTE: 1. THE CONSTRUCTION MANAGER/GENERAL CONTR CTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY DISCREPENCIES BETWEEN DRAWINGS 2020,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND ALL OTHER AGENCIES ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED AND FIELD CONDITIONS TO THE ARCHITECT, HAVING JURISDICTION. TO ARE THE (PROPERTY OF AND OWNED BY GLUCKMAN TANG 2. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE Generated by REScheck-Web Software ('omArrance Statement;The prapcsed building design described here is consistent with the building pions,specifications,and other FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY DISCREPENCIES BETWEEN DRAWINGS 2. BEFORE COMMENCING WORK,THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL OBTAIN ALL MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, � � � �� '�� '��s�1.� calculations submitted wttn the permit applleatlon.The proposes hutlding has been designed to meet the 2416 tECt rertulremen[s In AND FIELD CONDITIONS TO THE ARCHITECT. REQUIRED BUILDING PERMITS AND SHALL PREPARE AND FILE ALL NECESSARY FORMS AND BE DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN t4. ` REScheck Version:RfSeheck•Web and to conyaly with the mandatary teiuireme s med I the RESeheek H spection CIwklLL CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFI ED, BUT NECESSARY FOR PROPER CONSTRUCTION OF RESPONSIBLE FOR REQUIRED APPROVALS BY THE DEPARTMENT OF BUILDINGS AND ALL OTHER AGENCIES MAYBE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, CA/i Paul W.DiLandro,PE / 0511=024 ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS HAVING JURISDICTION.THE OWNER SHALL FILE AND OBTAIN APPROVAL OF THE PLANS AND FIRM,OR CORPORATION FOR ANY USE OR PURPOSE No-me a it ignature ate 4. ALL DIMENSIONS ARE FROM FINISHED WALLS AND PARTITIONS UNLESS OTHERWISE INDICATED. WALLS SPECIFICATIONS. SHOWN TO'ALIGN'SHALL BE FINISHED FLUSH AN SMOOTH WITH EXISTING WORK. AFTER THE FLOOR WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT Project 1815 King St- Barn '"°]wo Story. CHANNELS FOR THE PARTITION WALLS HAVE BEEN LAID THE ARCHITECT IS TO BE NOTIFIED SO THAT 3. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN Two Story.slap an grade TANG ARCHITECTS. Energy code; 2028 IECC WORK MAY BE INSPECTED AND APPROVED FOR CONFORMANCE WITH DESIGN BEFORE PROCEEDING SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGNOFFS. tocatton: Southold,New York Constmiftion.Type: Single-f®miiy WITH ADDITIONAL CONSTRUCTION. Pr°]ectType: New Canstructlon 5. ALL WORK TO BE COORDINATED BY CONSTRUCTION MANAGER/GENERAL CONTRACTOR UNLESS 4. ALL ELECTRICAL WORK TO CONFORM TO NYS FIRE CODE. Condirkned Floor Area, 101g0 ft2 OTHERWISE NOTED. ANY SUBSTITUTE IN SPECIFICATIONS MUST BE SUBMITTED TO THE ARCHITECT FOR ClanateZone,, 4 (5572 Fido) APPROVAL, SHOULD CONTRACTOR FIND ANY DISICREPENCY, OMISSIONS,AMBIGUITIES OR CONFLICTS IN 5. ALL CONSTRUCTION,INCLUDING BUT NOT LIMITED TO:DOORS,MASONRY,CONCRETE,STEEL,WOOD, Permit N ate` NO. DATE SUBMISSION ANY OF THE CONSTRUCTION DRAWINGS,OR BE IN DOUBT AS TO THEIR MEANING, HE MUST BRING THE GLASS,HUNG CEILINGS,ETC.SHALL COMPLY WITH ALL RELEVANT ASPECTS OF THE RESIDENTIAL CODE Permit Number,All Electric false QUESTION TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION. THE ARCHITECT OF NEW YORK STATE(2020 ED.),THE CODE OF THE TOWN OF SOUTHHOLD,AND ALL OTHER AGENCIES is Renewable true SHALL REVIEW THE QUESTION AND WHERE INFORMATION SOUGHT IS NOT CLEARLY INDICATED OR HAVING JURISDICTION, 01 61/7/2024 BLDG. PERMIT Has Changer trtilt SPECIFIED,WILL ISSUE A WRITTEN CLARIFYING ADDENDUM. NEITHER THE OWNER NOR THE ARCHITECT Has Battery: Has Heat Pump: tarue WILL BE RESPONSIBLE FOR VERBAL INSTRUCTIONS 6. SHAFTWALLS,MECHANICAL SPACES AND ANY OTHER REQUIRED FIRE SEPARATIONS ARE TO BE FIRE 6. WRITTEN REQUESTS MUST BE SUBMITTED FOR ANY PROPOSED CHANGES IN THE SCOPE OF WORK BY RATED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE(2020 ED.) THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR TO THE CLIENT AND ARCHITECT BEFORE ANY Construction Site: OwnerlAgent; Deslgnerlcontractort WORK IS STARTED. SUCH REQUESTS SHALL INDICATE SCOPE OF WORK,COST,AND POSSIBLE IMPACT TO 7. GLAZING WILL CONFORM TO NEW YORK STATE BUILDING CODE AND OTHER APPLICABLE REQUIREMENTS 1815 King Street filY'STAom RESrDEMICf THE PROJECT,INCLUDING BUDGET OR SCHEDULE. FOR HURRICANE IMPACT TESTING. Orient,NY 11957 7. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION 77OF ALL CONDITIONS AND MATERIALS WITHIN THE(PROPOSED CONSTRUCTION AREA. THE CONSTRUCTION 8. USE AND OCCUPANCY CLASSIFICATION:R-3 ACCESSORY BUILDING $' � MANAGER/GENERAL CONtRACTORSHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES -P_ Z_ co•ryillence:s.e%setter Than Code shKlmum UA 142 YmrtIA.134 Maxlmurn SHGC. 0-40 YowsHGC:0,00 CAUSED BY OR DURING THE EXECUTION OF THE WORK. 9. TYPE OF CONSTRUCTION:TYPE V WOOD FRAME rn cirsNBetter mode r5li Codeoree_Mames 10 tr�mgt-a mtre»Irtna file raan�a�-trey nrrwr,. A. ALL DEMOLITION OPERATIONS,REPAIR OPERATIONS AND ALTERATION OPERATIONS ARE TO BE It 4nt5 NOF prgNtle W rSlimAi.�of en`*p}Int IN r-tak+elntwt Do n m+rxm.e^•tcat fY+�me Slabdm-grtrdc trodeoffsare no longer consralrred In the UA nrpeetfamwnce Compilance path in RESrhock.Each slob 00-vade DONE IN ACCORDANCE WITH OWNER REIQUIREMENTS AND ALL GOVERNING CODES. 10. DESIGN CRITERIA:DESIGN IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK STATE(2020 ED.),THE assembly In the specified Climate none must meet the minimum energy code insulation R-value and depth requirements B. WHERE DEMOLITION IS INDICATED,REMOVE ALL OBJECTS EXCEPTTHOSE SPECIFICALLY AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL FOR ONE- DESIGNATED TO REMAIN. AND TWO-FAMILY DWELLING(WFCM)2018 EDITION,ASTM E1996(STANDARD SPECIFICATION FOR Envelope Assembli,ee C. THE DRAWINGS MAY NOT SHOW ALL ITEk IS OR OBJECTS EXISTING AT THE SITE. THE PERFORMANCE OF EXTERIOR WINDOWS AND DOORS),&ASTM 1886(STANDARD MISSILE TEST FOR CONSTRUCTION MANAGER/GENERAL CONTRACTOR MUST VERIFY AT THE SITE ALL OBJECTS TO EXTERIOR WINDOWS&DOORS). r: LLL[ { BE PRESERVED AND REPORT TO THE ARCHITECT ANY DISCREPENCIES OR QUESTIONABLE "" " ITEMS, Celling-Pitch 2.12:Cathedral Calling 4100 49.0 0.0 0.022 0.026 9 10 D. USE ALL MEANS NECESSARY TO PROTECT EXISTING OBJECTS DESIGNATED TO REMAIN,AND IN Celling-Pitch 5:12:Cathedral Ceiling 4132 49.0 0.0 0.022 0.026 10 11 THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO Wail:Wood Frame,iv o.c. 2.0120 21.0 0.0 0.057 0.060 115 121 THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL EXPENSE TO THE OWNER. floor:Slob-On-Grade(Unhoatrd) DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTES Insulation depth:4,0' 1116 10.0 0.360 0,340 0 0 E. PRIOR TO COMMENCMENT,CAREFULLY(INSPECT THE ENTIRE SITE AND ALL OBJECTS lnsui"n position:Fully insulated tunlromt R-value DESIGNATED TO BE REMOVED AND TO BIE PRESERVED,AS WELL AS ALL EXISTING UTILITIES AND across perimatar and trnder slrb) 1. PROPERTY IS MORE THAN 1 00'FROM FRESH WATER WETLANDS DETERMINE ALL REQUIREMENTS FOR DISCONNECTING,CAPPING OR PROTECTING ALL SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY,BUILDING 2. PROPERTY IS MORE THAN 300'FROM TIDAL WETLANDS MANAGEMENT OR AGENCY INVOLVED, F. THE CONSTRUCTION MANAGER/GENERAL-CONTRACTOR SHALL REMOVE,REROUTE AND/OR CAP 3. PROPERTY IS LOCATED WITHIN RARE PLANTS AND ANIMAL DATA LAYER OFF ALL UNUSED UTILITIES AFTER CHECKING WITH THE ARCHITECT. THESE ITEMS SHALL BE CAPPED OFF WITHIN EXISTING WALLS OR SLABS. 4. SCOPE OF WORK IS A TYPE II ACTION PER SECTION 617.5(c)(12)OF THE NEW YORK CODES,RULES AND Protect Title.2815 King St.Barn Report date: 05110l24 project Title:1815 King St,Barn Report date: 05/10124 G. USE ALL MEANS NECESSARY TO PREVENT DUST DURING THE PERFORMANCE OF THIS WORK Data filename: page 1 of10 Data filename: Page 2 oflo AND PREVENT DUST FROM BEING A NUISANCE TO THE TENANTS,NEIGHBORS,WORKMEN AND REGULATIONS ADOPTED BY THE COMMISSIONER OF ENVIRONMENTAL CONSERVATION AND IS NOT CONCURRENT PERFORMANCE OF THE WIORK. SUBJECT TO SEAR REVIEW. H. REMOVE ALL DEBRIS FROM THE SITE AND LEAVE THE SITE AND SURROUNDING AREAS IN A NEAT AND ORDERLY CONDITION. 8. PARTITIONS: A. ALL OUTSIDE CORNERS AT DRYWALL OR STUCCO PARTITIONS SHALL HAVE METAL CORNER BEADS. TAPE AND SPACKLE SMOOTH WHERE REQUIRED. THREE COAT SPACKLE FINISH MIN B. ALL DEFECTIVE PLASTER AND/OR DRYWALL ON ADJACENT EXISTING WALLS SHALL BE CHOPPED OUT AND/OR PATCHED FREE OF IRREGULLARITIES AND SHALL MATCH ADJACENT WALLS IN. FINISH AND THICKNESS. C. ALIGNMENT OF NEW WALL CONSTRUCTION TO EXISTING WALLS AND COLUMNS SHALL BE DONE REScheck Software Veirsion : RESeheck-Web Section aiarisvertfted Fletd verified foundation Inepetitian Valve yetufr �mplMs7 CommantglAscurnptiansc IN A MANNER AS TO VISIBLY ELIMINATE TIHE POINT OF CONTACT OR JOINT OF NEW AND # Er Pe AD EXISTING MATERIALS. inspection Checklist 402.1.2 :Stab edgeinsulattonR-value, ;�Unrented ; R- complies ;5eeVitE,"1veAs3enlR6es IFv11r iD unheated 'DiaoesNot ;table our veturs. D. WHERE DEMOLITION HAS OCCURED,CONVTRACTOR SHALL FILL ALL HOLES,PATCH SMOOTH AND Energy Code:2018 IECC El :13 Heated ;❑Heated ;ptlat otrrrvabin LEVEL ALL REMAINING SURFACES,INCLUUDING WALLS,FLOORS AND CEILINGS. SQUARE ALL Requirements:97.096 were addressed directly In(the RBSclo-eck software Not Applicable CORNERS,AND PROPERLY PREPARE ALL-SURFACES TO RECEIVE FINISHES. Text in the"CommentVAssumptlons'column is pmvldled by the user in the REScheck Requirementsscreen.For each 402.1.2 :Slab edge insulation ft ft . complies 4See vefrrcwv�Asswnr4es 9. FLOORING:WHERE EXISTING FLOORS ARE TO REWAIN, CONSTRUCTION MANAGER/GENERAL CIVIL ENGINEER: requirement,the user certifies that a code requirement will be met and how that is documented,nr that an exception IF0311 "dept"ngth, Dlkacs Not et&Lrelarv&Aurs. CONTRACTOR TO PROVIDE PROPER PROTECTION(. Is being claimed-Where compliance is itemized In a sc�parare table,a reference to that table Is provided. ;pilot t3hsrrwabtr 10. CLEAN UP:THE CONSTRUCTION MANAGER/GENER;AL CONTRACTOR SHALL KEEP THE SITE FREE FROM YOUNG ASSOCIATES -,. Section �j]Not Applirabir # era-in�pacdan,rfitan Ravfmw p rw Vertflied Flakt verltlad ,i ampilesi, CommienttfAssprnptionl 30a,7,i .A protective covering Is InstaNed T amplies .fxceptten:Requirement is ACCUMULATION OF MATERIAL AND DEBRIS. PREMISES SHALL BE LEFT BROOM CLEAN AT THE CLOSE OF 400 OSTRAINDER AVENUE vBlue Value t o1i1' to protect exposed exterior DDom Not ryot applxable- RIVERHEAD, NY 11901 4r RetLt4 ;Insulation and extends a : EVERY WORK DAY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNWANTED 103.1, Construction drawings and Cemplics Requirement will be met. Sl ;minimum of 6 in,below grade, t` Dti°t otr-�rvabin : EQUIPMENT AND DEBRIS AT THE COMPLETION OF'CONSTRUCTION. AT THE COMPLETION OF THE WORK, 631 727 230i3 103,2 �documentation demonstrate Dr.+orc Not Mat Applicat k IPR11t 'Wildingcode eny lnpe,Thermal the i Dtiost Ch"firowe : 443.9 ,Stow•and Ice-tneltmg system THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING CLEANING 'Wilding envelope.Thormal ; i amplirs :E:caption:Requirement Is :envelope represented an Drtor Appiicabtr 'r IP012n rcontmis Installed. pp Not :nest applicable. A. CLEAN FIXTURES,EQUIPMENT,FINISH HAIRDWARE,PAINTED AND DECORATED SURFACES,AND construction documents- i ti s DNot OpTrnrablo ; REMOVE MARKS,STAINS, PAINT, DIRT AND OTHER SOILING RESULTING FROM THE WORK OF THIS � STRUCTURAL ENGINEER: 103.1. Construchon drawing,and I' :amplies Requirement w;ll be met. I Met-Applirabk- ` CONTRACT 103.2, :documentation oemonstrate riles Not 403.7 'energy[odec°mpliance for ; DNot clb%mvabsr IPR3]1 IlighN*g and mechanical,systems, Additional Cbmmertt9fAs9umptl°ns: 11. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPO RY BRACING AND SHORING WHEREVER ANY EVAN AKSE:LRAD ARCHITECT ENGINEER a ,Systems serving multiple DNat Applicable dwelling unals must demonstrate STRUCTURAL WORK IS INVOLVED. 860 UN PLAZA 1, ' complianca with NcIFCC < 12. FIRE SAFETY: NEW YORK„ NY 10017 Itommertlal Provisions. 1 302.1. 1Hea6ng and tooling equipment is, Heating: : Heating: mompiles :Requirement will be met. A. ALL BUILDING MATERIALS STORED AT CO NSTRUCTION AREA ARE TO BE SECURED IN A LOCKED 403:7 istzed per ACCA Manual 5 based : Btulhr_ : Btulhr Dlxrs Pint AREA WITH ACCESS CONTROLLED BY THE OWNER AND/OR CONSTRUCTION MANAGER/GENERAL 917 689 030 1 IPR21t inn loads calculated per ACCA , Cooling: Cooling: Manual]orother DNa 0tsnvab9r CONTRACTOR.a gtuthr SbIlhr aaproved byhe code4rlclal DNc>tApplicatr B. ALL MATERIAL TO BE STORED IN AN ORDEERLY FASHION C. ALL FLAMMABLE MATERIALS ARE TO BE EPT TIGHTLY SEALED IN THEIR ORIGINAL CONTAINERS. MEP ENGINEER: Additional Comments/Assumptions: SUCH MATERIALS SHALL BE KEPT AWAY FROM HEAT OR OPEN FLAMES. D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE DILANDRO/ANDREWS ENGINEERING E. ALL ELECTRICAL POWER IS TO BE SHUT OFF WHERE THERE IS AN EXPOSED CONDUIT. 158 COUNTY ROAD 39, SUITE 10 F. ALL ELECTRICAL POWER IN THE CONSTR CTION AREA IS TO BE SHUTOFF AFTER WORKING SOUTHAMP'TON, NY 11968 HOURS. 631 259 3959 G. CONSTRUCTION MANAGER/GENERAL CONTRACTOR AT ALL TIMES SHALL MAKE SURE THERE IS NO LEAKAGE OF NATURAL GAS IN BUILDING,OR ANY OTHER FLAMMABLE GAS USED IN CONSTRUCTION ARCHITECT: H. CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL NOT BURN ANY DEBRIS OR MAINTAIN ANY OPEN FLAMES ON THE SITE. GLUCKMAN( TANG 250 HUDSOIN STREET, SUITE 306 NEW YORK„ NY 10013 212 929 01010 NYSTROM RESIDENCE - BARN i 1 i{gh lmpact lTier l i 2 tAedd=um Impact{Tier 21 3 tow Impacx(Tier 31 1 Hll h impact ITier 11 2 Medwum Impact{Tier 2} 3 Low Impact(Tier 31 1815 KING STREET, ORIENT,NY 11957 Project Title,1815 King St-Barn, Report date; 05110/24 Project Title:2815 King St-Barn Report date: 05/10124 Data filename: Page 3 of 10 Vara filename. Pane 4 of 10 PROJECT NUMBER:23006 GENERAL NOTES, RES CHECK COMPLIANCE CERTIFICATE CONTINUES ON A.056 BUILDING NOTES & ENERGY COMPLIANCE SEAL&SI R�D AR DATE:06107/2024 SCALE:AS NOTED J. G�cy��F DRAWN:EE t7 O>A 7- lgTlo>J757-\ OF A055 ©Copyright GIIUCkman Tang Architects ENERGY CODE COMPLIANCE CONTINUED GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE Section Section Plans Verified FfeM!Verified Section plans VerffHed Ffeid Verlttad # Framing tog p p p p Pia V6 uurelfied Field aluated Compllat t camruarrtl)hssumptions Setti°" Plans verified Fleid Verified MADE IS EXECUTED OR NOT,THEY WERE CREATED, EVOLVED # Framing,r Raugh•In tnspattlmn Value Value ComPlfasf commanta,rAxsumptlamt g 1 Rough-in h•In Ens atttnn Value value Cam tMsf Comments,Asxum tiona # Im€uta#ion In ratio n # Final Inspection provisions , &Nutt,;115 A p ,fq E R f value Value Compiles? CommcntsfAssumptions DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN 02.411 403,5,3 {Hot water pipes are Insvlatett to R-_ R• ramplles ;Aenuirement will be met, 303,1 All InstaNed krsulation Is la Bled ff-ampfiex :Requirement will be met 401,1 1, .Ceiling insulation R-value. p R-_ R-_ om lies sr«McEayeio &,3eMN%5 CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE 402,4.1 1 Air barrtierartd thermal barrier t omplic s Requirement will be met IFR23]a 'installed per manufacturers ❑[)ties Not (FR18]1 tR-3. OfN:+:•c Not (IN13]1 ;ar ilia Instaned R-values - ODOr,S Not 402.2.1, ;❑1V�d , 'provided. - 4U2.2-2, ;Q Wood ODnes Not :4eMe forvak,r� 0 -Instructions. ONot 4!rrrvatale; u ONot Obvrrvablr; 11 s QNot O" nvabfrr 402,2.E iD Steel ;d steel 'pNnt O C*vablr: ? MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, ONot Applicable j ONcrt Applicably : QNat Applirabte Ifll]° ON,.*Applical r FIRM,OR CORPORATION FOR ANY USE OR PURPOSE 402.d,3 fenestration ttwt is not site built -omplirs Requirement will be met. 3.6 Automatic or gravity dampers are. OComplles :Requirement will be met 402,1,1, ;Ulent irMsuhtian R•value.If tlhis Is a R- R-_ "omplias 5rr liar€nlrebvk AlsenrtVks (FR19]2 {installed on art ouMaor air ODrw Not 402.2.5, 'mass wall with at least%wf the wood :4ad ie l2rvawe�. WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT IfR20]a `is listed arrd tataete+3 as tit set nq .r ODo"Not :❑ ;Q Wood ODo"Nat ;AAMA iWDMA,(CSA JO1fIS.2)A440; Nd.4h5+rvabN ;{Matra and exhausts. 402.2.fi ;wall Insulation on the wall 3033.1,1,.Ceil+ng tnsularion Installed par "omplias ;Requirement will be mek UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN :or has infiltration rates per NSRC : ONc't l>3rcr*vabic; ;®Mass ,Q Mass ONot 0!r-ervable `' �} O �, jlhl3]a :exterior,the exterior insula+lion 303.2 'manutaaurer's hlstnlctlons- Oboes Not IONoa Applitabir ; ONat ApplicPW 4q vequlrementapplies IFRIO11, ;❑steel ;Q Steel ONot Applitat;* IFt2)i 41awm Insulation marked every f Qt+ Otrtr*vabtr; TANG ARCHITECTS. '400 tr+3t do not exceed code a :3a ft 'limits. % Additional CommentaJAssumptions: + ONoe Applitat�lr' 402.4.5 ;IC-rated recessed lighting fixtures', omplirs :Requirement will be met, 303.2 wall ir*sufation is installed paer :"omplica 'Requirement will be met. 402.2,3 iVented attics with air permeable ; O omplias ;Exception:Requirement is IFR1612 ;sealed at housingAnteflor finish + _ 13N es Not ; 4and labeled to indicate s2.0 cfm =` ONat Otfsrvvalrla; 1IN4ja manufacturers instruction$- O[?Oct Not (Ft22]a insulation Include baffle adjacent Oboes Nnt `not applicable, leakage at 75 Pa, ONot Otxu'rvable; ""tends over insulation. ONot Ohrervabir ito 50mt and gave vents that E ONpt Applitatxlr QNot Applicable 'i ONat Applir.Me 403,3.1 [Supply and return ducts in attics olles .Ex mpception:Ducts located 402,2.4 :Attic access harsh and dear : R• R• --omplias ;Requirement will be met- N O. DATE SUBMISSION IFR12jt :insulated:. R-8 where duct Is Qikxs Not completely trsslde the ---Additional tommentsJAssumptt ohs: IFf3)a `fltsulatlon zR-value of the Qpor,c Not >=3 Inches in diameter and>_ •building envelope. R-bwhernc3inchespSupplyandk DNS r°»; ` 01 6/7/2024 BLDG. PERMIT ,return ducts In other Supply of ONotOt:urata 5 ^adjacent assembly. Apr- ;the buittling insulted y=R 6 for 402,4,1,2 Blower door test @ S0 Pa,c-5 ACH 50�� ACH 50 omplias ;Requirement well be met, tdiarri-.3 inches and A 4.2 p. -- 'for<3 inches w.diameter IFI17ja :ach In Climate Zones 1-2,arvil Ebr,•s Not <=3 ath in Climate Zones 3-8. ` 403.3.2 ;Ducts,air handlers and filter ; ".omplias ;Requirement will be mek. QNot 4lptervabrc IFR13]1 'boxes are seated with 1. _ 'QPa^S Not 'IONot Applicable "jolntvsearrs cmrnpllant with N 403,3,3 Ducts are pressure tested to cfm1100 cfm1100 om lies :Exc q ;Intemat final Mechanical Code or Q of Qtrdr rvat4o p eption:Re ufremenk Is inkematwnat Residential Cade,as'. ONot Applicable, ; lFf27ja rdetermine air leakage with : tom— 13Dnes Not :not applicable. rather Rough-in test:Total Not Obsyrvablr i is leafier. + 403,31 •Building cavities are not used as ,omplias :Requirement will be met leakage measured with a IFR15]2 ducts or plenums. 3 Tbot's Not pressure s the cyst m nc loth : ;QNot Applftablr w.g.across the system Including gl QNrt OE rnraMr :the manufacturer's air handler `enclosure If installed at time of p � [3Nnt Applicaftta ;test.Postco !Aruct+em test:Total 03,3.Y Ducts dectared to be within the , omplias :Exuption:Requirement is IFR28]3 conditioned space are either 1) OD*m Not :W.applicable. :p pressure men with a completely within,the continenais^, QNot Ob%rrvabfy pressure differentia}of 0,1 inch !air hair er and within the building; - ind across the entire system thermal envelope,2)burled S ONot Applicable 'including the manufacturer's eft 'handler enclosure, Iwlthin ceiling Insulation kn 403.3 4 ;Duct tightness test rewlt of<-4 : cfm1100 1Jm0100 Complies :Excaptfon:Requirement is accordance with Section - IF"), icfrnnoo ft2 across the system or: [� ODors Nnt :not appf'.cable R403.3.6 and the air handler is :<=3 crm/1(10 n2 wittuxet air Mot Oh yrvabk located completely within the t :ha°�dier tz 25 Pa,For rough-in `continuous air barrier and within :tests,verification may need to Otint Applicat* ;the building thermal emvelope occur duel rramin Inspection. and the duct leakage Is{=l.s 403,3 2.1 ;Air handler leakage designated '.crm 1 100 square feet or Condit oned floor area served by i omplirs Exception:Requirement Is ;the duct system,or 3)the celling g' (fi241 b's'manufacturer at c.296 of IQNot OhSrrvable insulation d floor installed design air flow. t ODoas Not :riot applicable. ta4a;rxst and andve the Insulated -- : ONot Applicable 403.1.1 fkogrammatile thermostats [duct>to the proposed teli,np g t :omplirs :Requirement will be mek. ,insulation R•value,less the R- :value of the insulaHnn on the IFt9}a installed for control of primary r Ofkxs Not ' �heating and caoi:nrj systems and ONot Ot>xtvhkt va : 403,4 HVAC piping conveying fluids R- R- "omplirs :Exception:Requirement Is ;initially set by manufacturer to N IFRfl712 :above 105 OF re chilled fields �• QDrr 5 Not ;not applic code specifications. 1 ONot Applicable applicable. code ;Heat pump thermostat ermoat installed .omplirs :Requirement will be met, li tyelow a5 9f are Insci+ated to aR- •ONaf Observable; Ifilola ion heat pumprs, ODors Not Qriot Appiitatatr 403,4.1 f'ratection of Insulation on HwAC v "omplica ;Exception:Requirement Is ONot O servabio i ONot Appifcabir jFR2411 :piping. QDor3 Not ;not applicable. 3.5.1 ,Circulit-mg servoce hot water omplirs ;Exception:Requirement is fl ONot Observable: ONot AppliriiWr : ifllflY ;acceq§bh manual controls. systems ;ORnr•s Not :tint apptluahle. i ONot ObNrrvabfo ' f 'ONot Appiicat,+r fl H h tntpatt kT,er 1} 2 Meed=um Impact{Tier 21 3 _L_ow impact{Tier 3) 1 High Impact ITier 1} 2 Medium Impact(Tier 21 3 tow Impact{Tier 3) 1 High tntpacct{Tier 1} 7 MedrUrn Im ct{Tier 21 3 Law Impart{Tier 3) i 1 High Impact{Tier 1} 2 Med°um Impact{Tier 2) 3 Law Impact(Tier 31 Project Title:1815 King St-Barn Report date; 05110124 project Title.1815 King St-Barn Report date; 05110124 Project Title*1815 King St-ttarn Report date: 05110/24 Protect Title:1815 King St-Barn Report date; 05110124 Data filename: Page 5 010 Data filename: Page 6 Of 10 Data filename: Page 7 of 10 Data filename: Page 8 0410 CIVIL ENGINEER: Section Plans VartMed F laid Vettiked Section Plans Verified Field Verified i # final Inspec'tionProvision s camptiasT Cam mentsrAt%umptions # FinallnspectfmnProvislons camplfo f tommerrtalAsxumptiona �] � �I CC E1l�P Y YOUNG ASSOCIATES No 10 =stoat =oleo 6 pe 1C Value Value 2 I Energy Lg�f' 403,6.1 All mechanical ventitationsystem, ::omplias ;Requirement will bemet. 301.3 ',Manufacturer manuals for - - complies 'Requirement will be met. ft� 4000STIRANDERAVENUE (F125]a 'tans not part of tested and listed ODwrs Not : (Fel$P mechanical and water heating a QDve4 Not i Efficiency Certificate e rt i f i ri+�t e ;systems have been rovlded- *..r ® f, rGi LS+ RIVERHEAD HNIAC equipment meet efficacy p , NY 11901 and air flow limits per Table ONot Appli Vabte ; f .'ONot Otrtrrvahlr Ra03-6.1. ONot Applicable � °ONot Applicable ; 4012 ;Hot water healers supplying heat $ "omplict Exception:Requirement is Additional Comments/Assumptions., 631 727 2303 IPI2613 ;through cite-or two-pipe heating . ODr�Not ;oat applxable- ;systems have outdoor setback ;. control to lower boiler water ; QNnt Ob-,s*vat>ic ; 3temperature based on ourtdoar t - ONat:Applicabrtr AfJ6Vb•Grada Wall 21.00 STRUCTURAL ENGINEER: "crm a[ure. Below-Grade Wall 0.00 403.5.1.1 Heated writer circulation systems: :'amplim :Exception:Requirement Is (Ft281a have a circulation pump.7he 31Xw%Not :+mot applicable floor 10.00 EVAN AKSELRAD ARCHITECT ENGINEER system return pipe Is a ded"ted' QNot Ot srwatriy: Ceiling✓Roof 44.00 rytum Pipe or a cold water supply,', 860 pipe.Gravl and thermos ONcit Apvlicable UN PLAZA Ductwork(unconditioned spaacas): NEW YOIRK NY 10017 'syyhtre ent.0 ntr systems are �: 917 689 0301 1 rWt present.Consols for k � r• ,_.. :'„f'- ; ,� r� a circulating hot water system 3 - _ :w�;,-�' ; -:, pumps start doe pump with signal i :for hot water demand within the ; flVfndOW ;occupancy,Controls I Door automatically turn off the pump i when water Is in circulation loop §is at set-point temperature and ? MEP ENGINEER: 00 demand for hot water ex.Ms bleating system, 403,5,1.2;Electric heat trace systems Camplirs :Exeeptbn:Requirement is IF12g]r ]comply with IEEE 515.1oruL Ot Nit t�tappl�able- Cooling System, DILANDf OANDREWSENGINEERING i 51s.Conti ols"orriatkally ) 'ONot Ot>-rrvatsle : 158 COUNTY ROAD 39, SUITE 10 adjust the energy input to the! Water Heater 'heat tracingto malntalrt the ;ONot Applicable SOUTHA M PTON, NY 11968 >desired watr temperature in the c 'Piping, Name: Elate• 403,5-2 :Demand recirculation water omplirs `Exception:Requirement Is Comments 631 259 959 I FI30P 'systems have controls that ODoes Not :not applicable. manage operation of the pump and limit the temperatureof the s ONot pEytr-rvabk i water entering the cold water _ ❑Not Applitahic ; >pi in to<=1g4=F. - AR HITECT-: 40 3,5.4 �Drain water heat recovery units : Camplira Exception:Requirement GLUCKMAN TANG iFe311a :tested in accordance with C5A - Oboes Not 4-at applocable. B55-1.Potable water-sidtQypt OF:sr,*va,�10 i pressure loss of drain water heat; STREET, SUITE 306 recovery units c 3 psi for ONnt ApplirmMe, ? NEW YOIRK, NY 10013 individual units connected to one - or two sfWwers,Potable water- w 212 929 0100 side pressure lass of drain water f neat recovery units<2 psi To( )individual units connected to three or more showers. 404.1 402h or more of permanent ..omplirs tft610 fixtures have nigh efficacy lamps. ON-Citst NYSTROM RESIDENCE - BARN Ont Otsservabir : ONot Appgc'wr 404,14 i fuel gas lighting systems have ;. r7�'omplias :Exception:Requirement is IF1231a ino continuous pilot tlght. �+4x a6 Not :not appl cable. lA ONot Observable 1815 KING STREET, ONrt AppllcaW ' ORIENT,NY 11957 401,3 :Compliance certificate posted- EComplirs Requirement will be met. (Fpi]a ODom Nnt ONot Ob5*rvabin PROJECT NUMBER:23006 ONrt Awitabte F1 �h Impact ITier 1} 2 M4ed-um Impact{Tier 21 3 Low Impact S71er 3) 1 High impact{Tier 1 i 2 Medium Impact(Tier 21 3 Low Impart{Tier 3) Project Title:1815 King St-Barn Report date; 05110124 Project Title:1815 King Sr-Barn Report date: 05110/24 ENERGY Data RIename: Page 9 of 10 Data filename: Page 10 of10 COMPLIANCE SEAL&SlcRED ARC SCALE: NOTED c 'C. SCALE:AS NDTED C.�\C DRAWEE EE V � p y �qTF,�13157,1 y�� OF NEB A056 ©Copyrighit Gluckman Tang Architects GENERAL NOTE: \ \ SPECIFICATIONS,ALL DRAWINGS,ARRANGEM NTS AND IDEAS,DESIGNS REPRESENTED OR REFERRED \ I \ PROPERTYTO ARE THE OF AND OWNED BY GLUCKMAN TANG 60'SETBACK ARCHITECTS WHETHER THE PROJECT WHICHT THEY ARE \ \ \ \ MADE IS(EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, \ \ 60'SETBACK I \ \ DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN \ \ CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE � I MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, \ \ FIRM,OR CORPORATION FOR ANY USE OR PURPOSE \ \ WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT 4 \ I 4 \ UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN A260 \ I A260 \ TANG ARCHITECTS. \ I 64( \ \ I A260 6 I 'I NO. DATE SUBMISSION 20' 0" A260 I - HOSE BIB 20 0 CONCRETE PAD \12'-0"1- 01 6/7/2024 BLDG. PERMIT 10'-5" (BY POOL VENDOR) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I \ F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � \ GFI I------------ \ \ I \ I i I I I GFI I I I I I \ II � I i I I SCREEN I OVERHEAD DOOR —► I z I I I I I o w 1 I I i o CONCRETE PAD 150 i I o STORAGE o I I I I 19'-10"x 18'-4" OPEN TO 251 I BELOW STORAGE I i 19'-9"x 8'-9" I I NON-CLIMATIZED I I SPACE 1 I I Imo— EDGE OF l i CLG ABOVE I N I I I I GFI I I v o I I F= d- I I I I o ALIGN o I M O= I I I I M I i ALIGN 2 II f 5 2 II rc 5 A A260 A260 I I o t d GFI A260 I o � I I I iv EDGE OF CLG ABOVE CIVIL ENGINEER: I � f- - - - - - - - - i YOUNG ASSOCIATES 400 OSTRANDER AVENUE Co RIVERHEAD, NY 11901 I I N I I I 631 727 :2303 I I � I I STORAGE I I I T N I I I I 14-7 x 18-4 I i STRUCTURAL ENGINEER: li i li ' EVAN AKSELRAD ARCHITECT ENGINEER 250 STORAGE M I i i i 860 UN PLAZA 14'-7"x 8'-11" ' NEW YOIRK, NY 10017 OPEN TO ROOF ABOVE 917 68910301 20'SETBAC K _l BELOW LL 0 l 152`�,i l i � i MEP ENGINEER: ' 20'SETBACK ' EQ EQ ' W� d DILANDRO ANDREWS ENGINEERING -' I M 2 8 x7a 158 COUNTY ROAD 39, SUITE 10 SOUTHAMPTON, NY 11968 GFI GFI i 631 259 3959 I I I , o �I I IM I -' ARCHITECT: ROOF ABOVE i I OVERHEAD DOOR IL `-' L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GLUCKNIAN TANG UTILITY SINK,DRAIN TO DRYWELL (DOOR OPENING) 250 HUD►SON STREET, SUITE 306 NEW YORK, NY 10013 OUTDOOR SHOWER,DRAIN TO DRYWELL 212 92910100 ISTONE PAVERS I NYST'ROM RESIDENCE - BARN 1815 KING:STREET, ORIENT,NY 11957 PROJECT NUMBER:23006 I j 20'-0" FLOOR PLANS - LEVEL 1 & 2 I 1 I 1 SEAL&SI DATE:06/07/2024 BRED ARC SCALE:AS NOTED A260 I A260 \S� p J. /. DRAWN:AuthorPROJECT N TRUE N V v FLOOR PLAN - LEVEL ;2 n FLOOR PLAN - LEVEL 1 Al '�l O/J751- 0 4' - 0" 8' - 0" 16' - 0" F OF NEw Al 50 © Copydglht Gluckman Tang Architects GENERAL NOTE: ALL\ \ ARRANGEMENTS SPECIFICATIONS,EM NTS AND DESIGNS REP ESENTED IDEAS, OR REFERRED \ I \ PROPERTYTO ARE THE O N OWNED BY GLUCKMAN ARCHITECTS WHETHER THE PROJECT WHICHTHEY ARE \ \ \ \ I \ \ MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, \ 60'SETBACK \ 60'SETBACK DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN \ \ CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE \ \ MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, \ \ FIRM,OR CORPORATION FOR ANY USE OR PURPOSE 4 \ I \ WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT \ I \ UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN A260 \ \ \ TANG ARCHITECTS. \ I \ \ 6 \ 6 \ \ I A260 \ \ A260 NO. DATE SUBMISSION 0'-6" 22'-8" \ 01 6/7/2024 BLDG. PERMIT I- - - - - - - - - - - - - - - - - - 1 I i I � ' I I I I I 1 I 1 I � I I I I I I I I I CONCRETE PAD 1 12'-0"x 12'-0" I I I I I ' I I I I ' I I ' I I I I I I I SLOPE 2: 12 I I I I I I I I 1 I I I I I I I I 1 i 6"SLAB ON GRADE I I I ' I I I I I I I I I I I I v I I I I i I I I I � 2 I 5 A260 I A260 I i I I L - J I I ' i I CIVIL ENGINEER: I I 2'x6'FOOTING I I I I ' 1 I i i YOUNG ASSOCIATES 400 OSTRANDER AVENUE RIVERHEAD, NY 11901 631 72/2303 ' I I I I i STRUCTURAL ENGINEER: I EVAN AKSELRAD ARCHITECT ENGINEER 860 UN PLAZA NEW YORK, NY 10017 SLOPE 51/2: 12 I i I I 917 689 0301 I I I I 20'SETBACK _I 20'SETBACK I � I I MEP ENGINEER: I ' DILANDRO ANDREWS ENGINEERING 158 COUNTY ROAD 39, SUITE 10 SOUTHAMPTON, NY 11968 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - 6312593959 I ARCHITECT: 01 20'-0" GLUCKMAN TANG I 250 HUDSON STREET, SUITE 306 NEW YORK, NY 10013 212 929 0100 I NYSTROM RESIDENCE - BARN I I 1815 KING STREET, ORIENT,NY 11957 PROJECT NUMBER:23006 I FOUNDATION AND ROOF PLANS I 1 1 SEAL&SI DATE:06/07/2024 ,`BRED ARC SCALE:AS NOTED A260 A250 [ 5 0 J. G/ DRAWN:AuthorPROJECT N- I TRUE N 2 ROOF PLAN 1 FOUNDATION PLAN) 1/4 — 1 —0 1/4" = 1'-0" 3751 0 4' _ 0" 8' - 0" 16' - 0>> FOF NEw Al 51 © Copyright Gluckman Tang Architects GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE BARN ROOF PEAK MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, OUTSIDE TO INSIDE: ® 22' - 0" TOTAL ROOF RVALUE=50 DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE EPDM ROOFING MEMBRANE ' MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, ADHESIVE FIRM,OR CORPORATION FOR ANY USE OR PURPOSE 5l8"OSB SHEATHING(R 0.8) 2 RISERS @ 7.75"=1'31/2" WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT 6"RIGID INSULATION(R 26) 1 TREAD @ 10"=10" UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN TANG ARCHITECTS. ICE AND WATER SHIELD T.O.ROOF 5/8"OSB SHEATHING(R BE) BARN UPPER FLR +22'-0" 2X12 DIMENSIONAL LUMBER JOISTS ®J — 5112"MINERAL WOOL BATT INSULATION(R 23) 10' - 3 1/2" 1/2"PLYWOOD BARN LOWER FLR NO. DATE SUBMISSION co �� — 011 01 6/7/2024 BLDG. PERMIT till METAL DRIP EDGE CONTINUOUS SUBSURFACE BLOCKING BARN MAIN FLOOR -4" I -_ -_ I I I _ SOFFIT(MATERIAL TBD) -I— _ I -I I -I I i IIIII-III III-III III-III-III-III-III-IIIIII-III-IIIIIII OUTSIDE TO INSIDE: 6 NORTH SOUTH SECTION TOTAL WALL R VALUE=R23+8 EXTERIOR VERTICAL TONGUE&GROOVE WOOD SIDING,TBD(R 0.8) 1X3 BATTENS 2"RIGID MINERAL WOOL INSULATION(R 8) SELF-ADHERED VAPOR PERMEABLE AIR BARRIER 5/8"OSB SHEATHING(R 0.8) 2X6 WOOD STUDS WITH 51/2"MINERAL WOOL BATT INSULATION(R 23) 1/2"PLYWOOD SHEATHING(R 0.6) 2X12 DIMENSIONAL LUMBER WITH 3/4"PLYWOOD SHEATHING 6 A260 ? BARN ROOF PEAK ®J 22 - 0" T.O.LOWER LE L WOOD SCREEN FOR VENTILATION BARN UPPER FLR �J 10 -_3 1/2" CIVIL ENGINEER: BARN LOWER FLR YOUNG ASSOCIATES 9' - 0" i r'�� ' �� \` FLIP UP SINGLE 400 OSTRANDER AVENUE PANEL GARAGE DOOR RIVER.HEAD, NY 11901 OUTDOOR SHOWER 631727 2303 ENCLOSURE BARN MAIN FLOOR y. � -- 0� STRUCTURAL ENGINEER: EVAN ,AKSELRAD ARCHITECT ENGINEER 860 UN PLAZA NEW YORK, NY 10017 917 68 9 0301 ELEVATION - EAST 4 ELEVATION - NORTH MEP ENGINEER: 5 1/8" = 1'-0" 1/8" = 1'-0" DILANIDRO ANDREWS ENGINEERING 6"CONCRETE SLAB 158 COUNTY ROAD 39, SUITE 10 SOUTHAMPTON, NY 11968 3"RIGID INSULATION(R 12) 631 259 3959 s ARCHITECT; VAPOR/MOISTURE BARRIER GLUCKMAN TANG CRUSHED STONE BACKFILL 250 HUDSON STREET, SUITE 306 COMPRESSIBLE FILLER AT SLAB EDGE,TYP. NEW PORK, NY 10013 212 9219 0100 — SELF-ADHERED FLASHING METAL FLASHING EPDM ROOF 6 NYSTROM RESIDENCE - BARN BARN ROOF PEAK_ VERTICAL T&G BOARD SIDING A260 1815 KING STREET, GROUND FL 22' - 0" ORIENT, NY 11957 ' V_o11 -° a • ' PROJEGT NUMBER:23006 • d CEMENT PROTECTION BOARD 3"RIGID INSULATION(R 12) EXTERIOR WATERPROOF MEMBRANE DRAINAGE BOARD BARN UPPER FLR_ ELEVATIONS AND _ I CONCRETE FOUNDATION WALL. BARN LOWER FLR BUILDING FLIP UP SINGLE PANEL REFER TO STRUCTURAL DWGS 91 - oil — I—I I I -.,a.-• , e.a GARAGE DOOR SECTIONS GRAVEL FILL_ �' OUTDOOR SHOWER ENCLOSURE — • I y; SEAL& S OAS NOTED OUTOODR COUNTER AND SINK I RED ARC 07/2024 SCALE BARN MAIN FLOOR DRAWN:Author = 4"PERFORATED DRAIN PIPE W/ 0' - 0" -•a. FILTER FABRIC LAYER ON TOP Elm d BOTTOM OF FOOTING- i CONCRETE FOOTING.REFER ` M— I I I= — , I TO STRUCTURAL DRAWINGS �) TYPICAL WALL SECTION 2 ELEVATION - WEST 1 ELEVATION - SOUTH F OF NEw A260 3 3/4" = 1'-0" 1/8" = 1'-0" ©Copyright Gluckman Tang Architects I -- REVISION Al REV. DATE REV. DESC REV. DESC STRUCTURAL NOTES GENERAL 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THE FOLLOWING GOVERNING STANDARDS: A. THE N.Y.C. BUILDING CODE AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. B. A.I.S.C. MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN. C. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI318) GENERAL NOTE: D. AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS. ALL DRAWINGS, SPECIFICATIONS, E. THE TIMBER CONSTRUCTION MANUAL, 3RD EDITION, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. PLANS, IDEAS, CALCULATIONS, DETAILS, F. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 EDITION. ARRANGEMENTS AND DESIGNS 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE REPRESENTED OR REFERRED TO IN SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT THIS DRAWING ARE THE PROPERTY OF CONDITIONS REQUIRE. SHORING OR BRACING SHOULD BE PROVIDED TO SUPPORT LOADS AS MAY BE IMPOSED ON THE STRUCTURE OR ADJACENT STRUCTURES & OWNED BY EVAN AKSELRAD - DURING CONSTRUCTION. ALL BRACING OR SHORING SHALL BE THE SOLE ARCHITECT-ENGINEER. WHETHER THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE AS LONG AS REQUIRED TO MAINTAIN SAFETY. PATCH AND REPAIR EXISTING CONDITIONS PROJECT FOR WHICH THEY ARE MADE DAMAGED DURING THE COURSE OF CONSTRUCTION. IS EXECUTED OR NOT. THEY WERE 3. THE CONTRACTOR SHALL SUBMIT A LIST OF CONSTRUCTION SEQUENCING WITH ALL RELEVANT SHORING AND/OR BRACING REQUIREMENTS TO THE CONTROLLED CREATED, EVOLVED, DEVELOPED AND INSPECTION ENGINEER OF RECORD TO REVIEW PRIOR TO ANY STRUCTURAL DEMOLITION. PRODUCED FOR THE SOLE USE ON AND 4. ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND ALTERATION IN CONNECTION WITH THIS PROJECT OPERATIONS TO BE DONE IN ACCORDANCE WITH THE NYC BUILDWG CODE FOR AND NONE OF THE ABOVE MAY BE THE "SAFETY OF PUBLIC AND PROPERTY DURING CONSTRUCTION OPERATIONS" AND WORKER SAFETY GUIDELINES "SAFETY IN BUILDING OPERATIONS". DISCLOSED OR GIVEN TO OR USED BY 5. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN ANY PERSON, FIRM OR CORPORATION STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED IN VARIOUS DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER OR FOR ANY USE OR PURPOSE ARCHITECT AND LIMITED FIELD OBSERVATIONS AND MEASUREMENTS. THE WHATSOEVER INCLUDING ANY OTHER CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE. ALL PROJECT, EXCEPT UPON WRITTEN DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE PERMISSION AND DIRECTION OF EVAN CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR HIS EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS FABRICATED OR PUT IN AKSELRAD - ARCHITECT-ENGINEER PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE COORDINATION OF THE ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS. STRUCTURAL STEEL ISSUE 1. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DOB Filing SPECIFICATIONS: ASTM A572 GRADE 50 AS NOTED, 1 6,6,24 STRUCTURAL STEEL FOR TUBES SHALL BE ASTM A500 GRADE B. 3. SIMPLE SHEAR BOLTED CONNECTIONS OF BEAMS OR GIRDERS ARE TO BE A325—N HIGH STRENGTH BOLTS (3/4" DIA. MIN.) IN BEARING TYPE CONNECTIONS WITH THE THREADS INCLUDED IN THE SHEAR PLANE, UNLESS OTHERWISE NOTED, INSTALLED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". ANCHOR BOLTS SHALL BE OF A36 OR A307 STEEL. 4. STEEL CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS DESIGNED TO RESIST ONE HALF (1/2) OF THE TABULATED UNIFORM LOAD CAPACITY OF THE BEAM FOR THE RESPECTIVE SPAN. THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO (2). WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS "CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION". WELDING ELECTRODES SHALL CONFORM TO LATEST AWS SPECIFICrITION FOR E70XX FOR NEW STEEL. USE E70XX LOW HYDROGEN FOR WELDS TO EXISTING STEEL. 5. MINIMUM FILLET WELD SIZES SHALL NOT BE LESS THAN '/a". 6. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS: MASONRY OPENING LINTEL 4'-0" OR LESS L4" x 3-1/2" x 5/16" 4'-1" TO 7'-0" L5" x 3-1/2" x 5/16" PLACF.3-1/2" LEGS ARE HORIZONTAL. PLACG.PROVIDE ONE ANGLE FOR EACH 4" OF WALL THICKNESS. PLACH. PROVIDE L5" x 5" x 5/16"" ANGLES FOR 6" THICK WALLS AND PARTITIONS. PLACI. PROVIDE MINIMUM 6" BEARING AT EACH END. PLACJ.LINTELS OVER 4'-0" SHALL BE FIREPROOFED. PLACK.ANGLE LINTELS FOR MASONRY OPENINGS GREATER THAN 5'-0" SHALL BE BOLTED TOGETHER AT ENDS AND AT MID SPAN UNLESS OTHERWISE NOTED. 1. CUTS, HOLES, COPES, ETC., REQUIRED FOR THE WORK 0" OTHER TRADES SHALL BE SHOWN ON SHOP DRAWINGS AND MADE IN THE SHOP. ALL NEW HOLES TO NEW OR EXISTING STEEL ARE TO BE DRILLED. 2. SHOP PAINT ALL STEEL AFTER FABRICATION WITH ONE COAT OF A RUST INHIBITING PRIMER THAT IS COMPATIBLE WITH THE TOP COAT. FIELD PAINT AS PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. CONSULT ARCHITECT ABOUT FIRE PROOFING PAINT. 3. ALL DUNNAGE STEEL, LINTEL STEEL AND EXTERIOR STEEL TO RECEIVE A SHOP COAT OF PRIMER AND TOP COAT AND TOUCHED UP IN THE FIELD AS REQUIRED AFTER ERECTION. 4. PAINT ON PORTIONS OF MEMBERS TO BE EMBEDDED IN CONCRETE OR MORTAR TO BE FULLY CURED PRIOR TO EMBEDMENT OF MEMBER. 5. WHERE DIMENSIONS ARE NOT INDICATED, BEAMS SHALL BE EQUALLY SPACED. 6. FABRICATE ALL BEAMS WITH NATURAL CAMBER UP. 7. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO rHE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL AFTER CONTRACTOR REVIEW. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SWOP DRAWINGS. EVAN AKSELRAD FRAMING LUMBER architect + engineer 1. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACED DRY. 860 UNITED NATIONS PLAZA DIMENSION LUMBER FLOOR JOISTS: DOUGLAS FIR—LARCH NO. 1 Fb= 1000 PSI, E=1,700,000 PSI. NEW YORK, NY 10017 STUDS: DOUGLAS FIR — LARCH STUD GRADE Fc=825 PSI, E=1,400,000 PSI. TIMBER POSTS: 917.689.0301 (t) DOUGLAS FIR—LARCH NO. 1 Fc=1000 PSI, E= 1,600,000 PSI. eakselrad@live.com MANUFACTURED WOOD PRODUCTS PARALLEL LAMINATED BEAMS: SUCH AS MICROLLAM BEAMS MA%FACTURED BY THE TRUSS JOIST CORPORATION. Fb=2800 PSI, E=2,000,000 PSI. PLYWOOD WEB JOISTS: SUCH AS TJI AS MANUFACTURED BY THE TRUSS GIST DETAILS OF 1. CORPORATION. NYSTRO M RESIDENCE D E N C E WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION, AND THE TIMBER CONSTRUCTION MANUAL. 2. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLAM, GLULAM, OR STEEL, SET THESE GIRDERS 1/4" CLEAR BELOW THE TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. TIMBER CONNECTORS 1. JOIST HANGERS AND FRAMING ANCHORS SHALL BE A MIMMUM OF 18 GAUGE GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON. SPECIAL NAILS AS SUPPLIED BY THE MANUFACTURER SHALL BE USED FOR REQUIRED NAILING, STRUCTURALNOTES AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS DIRECTI i SEAL&SIGNATURE DATE: DATE PROJECT NO PROJECT# # y DRAWING B : MK CHECK BY: EA D G.NO.: > I 101 01 GENERAL NOTES CCE ,� R OF # I REVISION REV. DESC Al REV. DATE REV. DESC I WOOD BEAM TABLE R301.2.1.2 FASTENING SCHEDULE UNIFORMLY DISTRIBUTED LOADS WINDBORNE DEBRIS PROTECTION BASED ON TABLE NYS CODE R602.3(1) NAILING SCHEDULE STEEL PLATE a WALLSTUD Fastener Schedule for wood structural panels USE LIVE DEAD LOAD LOAD Fastener Panel Span Panel Span Panel Span DESCRIPTION NUMBER AND TYPE OF SPACING AND LOCATION ••• less than less than less than Uninhabitable attic Without storage 10 10 FASTENER I� Type STEEL COLUMN Z or equal to 4 ft. or equal to 6 ft. or equal to Sit. •�� a- Uninhabitable attic with limited storage 20 10 a No.fl wood screw a inches on center o inches on center flinches on center ITEM ROOF FRAMING � based anchor with Habitable attic&attic served with fixed stair 30 10 1 GENERAL NOTE 2"embedment BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX(2-1/2)OR EACH RAFTER,TOE NAIL an th 3-8d COMMON No.to wood scre Inc es on center I inc es on center Inc es on center Balconies(exterior)and decks 40 10 U FLOOR JOIST CEILING JOISTS TO TOP PLATE 4-8d BOX(2-1/2")OR EACH JOIST,TOE NAIL basedemedmenwith 2 ALL DRAWINGS 12'embedment Fire escapes 40 20 3-8d COMMON • SPECIFICATIONS, length CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER,LAPS OVER 4-10d 80X(3")OR FACE NAIL , , Guards and Handrails 200 3 PLANS IDEAS, , , Ea. This table is based on 180 mph design wind speed and a 45 foot mean PARTITION TABLE R802.5.2 4-16d COMMON 3.112" EACH JOIST CEILING JOISTS ATTACHED TO PARALLEL RAFTER(HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL j 0 TYPICAL POST SUPPORT N WALL STUD • . • , CALCULATIONS DETAILS of height. Guard in-fill components 50 43-16d MINIMUM 1.. Froasteners shall be installed at opposing ends of of the wood structural COLLAR TIES OR 1.1/4"x 20 ga.RIDGE STRAP 4-1od BOX(3")OR FACE NAIL TO EACH RAFTER panel.Fasteners shall be located a minimum of 1"from the edge of the Passenger vehicle garages 50 5 3-1 Did COMMON 3" (1)CSHP18 METAL ARRANGEMENTS AND DESIGNS panel. cc. Anchors shall penetrate through the exterior wall covering with an Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND STRAP PER STUD • REPRESENTED OR REFERRED TO IN embedment length of not less than 2"into the building frame,fasteners 4-1 od BOX t TOE NAIL ON OPPOSITE SIDE W/ed COMMON Shall be located not less than 2-1/2"from the edge of concrete block. Sleeping rooms 30 10 OF EACH RAFTER OR TRUSS NAILS PER END • • THIS DRAWING ARE THE PROPERTY OF W. Where screws are attached to masonry or masonry/stucoo,they shall be Stairs 40 20 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR TOE NAIL STEEL COLUMN attached using vibration-resistant anchors having a minimum ultimate 7 3-16d COMMON & OWNED BY EVAN AKS E LRAD - withdrawal capacity of 1500 pounds. Roof 20 20 3-16d BOX OR END NAIL r'� EExterior glazing in buildings located in Wood-Borne debris regions shall be 2-16d COMMON STEEL PLATE / STUD STRAPS @SECOND FLOOR . . ARCH ITECT-ENGINEER. WHETHER THE 1protected from wind borne debris.Glazed opening protection shall meet 8 RIM BOARD TO RAFTER END(END NAILED) 2-16d EACH RAFTER tthe Large Missile test ASTM E 1996 and the ASTM E 1886 as modified in ALLOWABLE DEFLECTION ALLOWABLE • • PROJECT FOR WHICH THEY ARE MADE IIRC section 301.2.1.2.1.Garage door glazed opening protection for wind OF STRUCTURAL MEMBERS DEFLECTION , CHSP18 METAL STRAP W/(8)8d COMMON NAILS • 2x4 BLOCKING AT PANEL EDGES tborne debris shall meet ANSI/DASMA115.Areas within hurricane prone R WALL FRAMING CONCRETE PIER PER 12"END LENGTH • I IS EXECUTED OR NOT. THEY WERE ,regions: afters having slopes greater than 3/12 with no U180 STUD TO STUD(NOT AT BRACED WALL PANELS) 16d COMMON 24"o.c,FACE NAIL • WALL STUDS,SEE PLAN 11. Within1 mile ofthe coastal high water where the ultimate design wind finished ceiling attached to rafters B (3.5"xO.162") • • • CREATED, EVOLVED, DEVELOPED AND spareasw30mpholtimater. • RAFTER PANEL COMMDGE ON I PRODUCED FOR THE SOLE USE ON AND 1. In areas where the ultimate wind design speed is 140 mph or realer. Interior walls and partitions H/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"D.C.FACE NAIL • 9 P P 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3.5"x 0,162" • • • • BLOCKING Sd COMMON NAILS @ 3--oc Floors IJ360 BUILT UP HEADER 16d COMMON 16"o.c.FACE NAIL ALONG EDGES • , • • PANEL INTERMEDIATE FASTENING lException:Wood Structural panels with a minimum thickness of 7/t6"and 10 • 38d B0.O (2. „ • • PAT ROVIDE GES Sd COMMON NAILS @8"Qc IN CONNECTION WITH THIS PROJECT as maximum span of 8 feet shall be permitted for opening protection. All other structural members U240 • FPanels shall be precut&predrilled to cover the glazed openings with 11 CONTINUOUS HEADER TO STUD OR -8d COM x 0.113") TOE NAIL PROVIDE A SIMPSON LSSR OR4-BdCOMMON SKEWABLEHANGERATEACH WALLSHEATHING,SEEPLAN, AND NONE OF THE ABOVE MAY BE s labeled and hardware provided in the table below.All panels shall be Exterior walls with stucco finish H/360 TOP PLATE TO TOP PLATE 16d BOX(3.5"x 0.162") 12"o.c.FACE NAIL LONG DIRECTION PERPENDICULAR Ilabelde end stored in a clean dry area of the house.Attachments shalt be 12 RAFTER EACH SIDE OF RIDGE TO FRAMING,ENDS STAGGERED DISCLOSED O R GIVEN TO O R USED BY Fprovided in accordance with the table as follows: Exterior walls•wind loads/brittle finishes U240 DOUBLE TOP PLATE SPLICE 6-16d COMMON(3.5") FACE NAIL ON EACH SIDE OF END TABLE P3201.7 Exterior walls•wind loads/flexible finishes U140 13 OR 12-16d BOX(3.5") JOIST(MIN.24"LAP SPLICE LENGTH 04a" UMN ANCHOR RIDGE BEAM ANY PERSON FIRM OR CORPORATION EACH SIDE OF END JOINT) 1 TYPICAL WALL SHEATHING LAYOUT&FASTENING + TRAP SIZES FOR PLUMBING FIXTURES L=span length H=span height BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON(3.5") 12"o.c.FACE NAIL FOR ANY USE OR PURPOSE 14 OR BLOCKING(NOT AT BRACED WALL) OR 16 BOX(3.5") IN LIEU OF RIDGE STRAPS PROVIDE MIN.2x4 COLLAR TIES @ 48"oc MIN.TRAP LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND ATTACHED L 4, WHATSOEVER INCLUDING ANY OTHER PLUMBING FIXTURE TABLE R802.5.2 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3 16d BOX 3 EACH 16'o.c.FACE NAIL TO THERAFTERS WITH(4)8d NAILS EACH END SIZE 15 OR BLOCKING(AT BRACED WALL PANELS) 2-i6d COMMON 2 EACH 16"o.c.FACE NAIL TYP, TYP. PROJECT, EXCEPT UPON WRITTEN BATHTUB AND/OR WHIRLPOOL 1-1/2" RAFTER/CEILING JOIST HEEL CONNECTION TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL 2-1 " TYPICAL RAFTER STRAPS 3 2 3 3 2 v a BIDET 1-1/2" RAFTER RAFTER GROUND SNOW:20PSF 16 2-16dCOMMON MINI. 5 - PERMISSION AND DIRECTION OF EVAN SLOPE SPACING TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 6-1 Od BOX FACE NAIL JOINTS EACH SIDE CLOTHES WASHER STANDPIPE 2" ROOF SPAN 17 4-16d COMMON AKSELRAD - ARCHITECT-ENGINEER DISHWASHER(ON SEPARATE TRAP) 1-1/2" 12 FT 20 FT 28 FT 1 36 FT 1"BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL RAFTER 18 2-8d COMMON BEAM (2)1/2"DIA.THROUGH FLOOR DRAIN 2" NUMBER OF 16d COMMON NAILS BOLTS W/WASHERS PIER I AFTER w/(j2�TRAP KITCHEN SINK 1-1/2" FLOOR FRAMING 8d COMMON NAILS 3:12 16"D.C. 5 8 10 13 JOIST TO SILL,TOP PLATE OR GIRDER-PER JOIST 4-8d SOX PER JOIST-TOE NAIL WALL PLATES 2 1 2 2 1 2 ISSUE LAUNDRY TUB 1-1/2" 21 3-ed COMMON DECK POST 4:12 16"o.c. 4 6 8 10 STUD WALL LAVATORY j_j/2'� RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP PLATE(ROOF 8d COMMON 6"o.c.TOE NAIL 5-1/2"MINI. 5:12 16"D.C. 3 5 6 8 22 APPLICATIONS ALSO) 10d BOX DOB Filing SHOWER BASED ON TOTAL FLOW RATE: BLOCKING TO JOIST 2-10tl BOX EACH END POST BASE 1 6.6.24 5.7 gpm AND LESS 1-1/2" 7:12 16'D.C. 3 4 5 6 23 2-8d COMMON MORE THAN 5.7 gpm UP TO 12.3 gpm 2° RAFTER/PLATE/STUD CONNECTION MORE THAN 12.3 gpm UP TO 25.8 gpm 3" 9:12 16'..... 3 4 4 5 BLOCKING TO SILL OR TOP PLATE 4-16d BOX TOE NAIL MORE THAN 25.8 gpm UP TO 55.6 gpm 4" 24 3-16d COMMON CONCRETE PIER 3 2 3 3 2 3 v y 12:12 16"D.C. 3 3 4 4 2"PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL (- TABLE R302.6 25 4-1od BOX GABLE ROOF PLAN TO 45 DEGREES DWELLING GARfjGE SEPARATION THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE BOTTOM BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST OF THE ATTIC SPACE,FOR CEILING JOISTS LOCATED HIGHER IN 26 3-16d COMMON _L a� L THE AT THE HEEL JOINT CONNECTION SHALL BE INCREASED AS GIRDER AS SPECIFIED •I TYP•tI TYP SEPARATION MATERIAL FOLLOWS: 27 BUILT-UP GIRDERS AND BEAMS tOdBOX STAGGERED ONI OPPOSITE SIDES OM FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"GYPSUM OR He/Hr HEEL JOINT ADJUSTMENT FACTOR BLOCKING AS PER 3 2 2 EQUIVALENTTO THE GARAGE SIDE LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL • MANUFACTURES ~ 1/3 1.5 28 3-16d COMMON FROM HABITABLE ROOMS ABOVE NOT LESS THAN 5/8"TYPE X SPECIFICATIONS THE GARAGE GYPSUM BOARD 1/4 1.33 BRIDGING OR BLOCKING TO JOIST 2- BOX OR EACH END,TOE NAIL DECK BEAM/POST JOISTS AS SPECIFIED STRUCTURE(S)SUPPORTING FLOOR/ NOT LESS THAN 1/2"GYPSUM 1/5 1.25 29 2-8d Bd COMMON(2-1/2") j'2 CEILING ASSEMBLIES USED FOR BOARD METAL JOIST HANGER SEPARATION REQUIRED BY t/6 1.2 WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL IRC-R302,6 SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING GARAGE LOCATED LESS THAN 3 FT. NOT LESS THAN 1/2"GYPSUM FROM A DWELLING UNIT ON THE BOARD APPLIED TO THE INTERIOR 2 1 1 2 SAME LOT SIDE OF EXTERIOR WALLS THAT TABLE 802,11 SPACING OF FASTENERS ARE WITHIN THIS AREA DESCRIPTION OF NUMBER AND TYPE RAFTER UPLIFT CONNECTION FROM WIND BUILDING ELEMENTS OF FASTENER PANELEDGES INTERMEDIATE ROOFSHEATHING OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. SUPPORTS GABLE END WALL FRAMING TYPICAL JOIST HANGER ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE EXPOSURE C STAGGERED FASTENERS 7 FR702,3.5.ALL INTERIOR WALLS SHALL HAVE GYPSUM BD.SHEATHING. RAFTER ROOF 3/6"-1/2" 6d COMMON(SON(ROOF) IN 2 ROWS SPACING SPAN 30 8d COMMON(ROOF) 6" SEE NOTE A 6" RRECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS SHALL (FEET) ULTIMATE WIND SPEED WEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 19/32"-1° Bd COMMON SEE TABLE 507.2 Z 130 140 31 6" SEE NOTE A 6" 3 1 2 1 2 3 a ROOF PITCH ROOF PITCH <5:12 32 1.1/8"•1-1-1/4" 10d COMMON NAILS 6" 12" Z5:12 <5:12 Z5:12 _ 5.5"MIN FOR 2x8* „ O GABLE ROOF PLAN TO 7 DEGREES 16"o.c. 12 214 201 263 247 1/2"STRUCTURAL CELLULOSIC 1-1/2"GALVANIZED 6.5"MIN FOR 2x10 33 FIBERBOARD SHEATHING ROOFING NAILS 3" 6' 4:5 AX O O 0 7.5"MIN FOR 2x12 16,D.C. 18 277 259 342 322 3/4"MIN ROOF SHEATHING NAILING SCHEDULE 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALVANIZED 16"O.C. 24 340 318 422 396 34 FIBERBOARD SHEATHING ROOFING NAILS 7" 7" 2"MIN (1)CSHP18 METAL 1/2"GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAILS 7" 7" LEDGER BOARD LAG SCREW OR THRU-BOLT STRAP PER STUD W/ ZONE 1 ZONE 2 ZONE 3 16"D.C. 28 348 358 476 446 35 5/8"GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAILS 7" T' (8)Sd COMMON NAILS PER END. ts"o.c. 32 427 396 529 ass EXTERIOR WALL WOOD STRUCTURAL PANELS TO RESIST WIND PRESSURES PLACEMENT OF LACG SCREWS AND BOLTS IN LEDGERS FIELD 6"o.c. 4"o.c. 3"D.C. 16"D.C. 36 469 438 538 547 TABLE R602.3(3) DISTANCE CAN BE FREDUCED TO 4.5"IF LAG SCREWS ARE USED OR BOLT SPACING IIS REDUCED TO THAT OF LAG SCREWS TO -1/2"DIA.ANCHOR EDGE 6"o.c. 4"o.c. 3"o.c, 16"O.C. 42 535 499 664 622 NAIL SPACING ATTACH 2x8 LEDGERS TO 2x8 BAND JOISTS BOLTS W/PL 1/4"x3•0" MINIMUM NAIL NAIL MINIMUM WOOD MINIMUM WOOD WALL STUD I 16"D.C. 48 599 559 745 697 SIZE PENETRATION STRUCTURAL PANEL STRUCTURAL PANEL SPACING (1/2"STACKED WASIHERS NOT PERMITTED) (TYP) FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS REFER TO SPAN RATING THICKNESS EDGES FIELD NYS CODE"SCHEDULE FOR STRUCTURAL MEMBERS' TABLE 507.9.1.3(1) 6d COMMON NAIL 1 1/2" 24/0 7/16 OR t/2^ to O.C. s" 12^ OLEDGER BEAM SUPPORT CONCRETE WALL (2.5'k 0.113^) 2 SIMPUFIED ROOF SHEATHING NAILING SCHEDULE DECK LEDGER TO BAND JOIST CONNECTION 8d COMMON NAIL 24/16 7/16"OR 1/2" 16"D.C. 6" 12" (2.5"x 0.131") CONNECTION • DETAIL <6' 6'-706 8A"TO 10 10'-t"TO 12' INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 •, 1/2"DIA.LAG SCREW& 30" 23" 30" 39, GYPSUM BOARD FRAMING SPACING OF COMPOSITE RAILING SYSTEM. , LIGHT WOOD FRAME WALL 1/2"MAX.SHEATHING GYPSUM BOARD APPLICATION SIZE OF NAILS ORIENTATION MEMBER FASTENERS VINYL RAIL TOP AND BOTTOM, THICKNESS 112"DIA.THRU BOLT& TO FRAMING SPACING NAILS SCREWS TO WOOD FRAMING POSTS AT 4'oc WITH COL.CAPS. •• PLYWOOD OPENINGS 36" 36" 36" 36° INTERNAL 44 PT POST LAG 1/2"MAX.SHEATHING PROTECTION:THICKNESS CEILING EITHER DIRECTION 16"D.C. 7" 12" 5d COOLER NAILS DEPENDS ON WINDOW 1/2" WALL EITHER DIRECTION 16"o.c. 6" 12" BOLTED TO DECK JOISTS I 12'-,-role' 14'-r'To16' 1s'-,'Tote' 8 FIRST FLOOR AND SILL ANCHORS OPENING WIDTH CEILING EITHER DIRECTION 16"D.C. 7" 12" 6d COOLER NAILS WOOD DECKING SECURED TO 1/2"/2 DIA.LAG SCREW& 13" 1t" 10" 5/8„ WALL EITHER DIRECTION 16'D.C. 7" 12" JOISTS WITH 10d THREADED NAILS • NOTE;IN LIEU OF SCREWS, 1/2"MAX.SHEATHING OR#10 x 3"WOOD SCREWS AT 6"oc LUGS WITH NUTS AND TYPE"X"AT 1-7/8"LONG ed COATED NAILS OR • • I 1/2"DIA.THRU BOLT& GARAGE CEILING 16"D.C. 6" 12" EQUIVALENT ALLCO PLYWITs. WASHERS MAY BE USED E VA N A K S E L RA D 1/2"MAX.SHEATHING 24" 21" 19" 5/8" BENEATH PERPENDICULAR scREws sHALLcoMPLvwITH 1/2"DIA.GALVANIZED BOLTS AT EACH HABITABLE ROOMS IRC SECTION R702 3.5.1 POST(3)PER POST LEDGER SHALL BE FLASHED Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"oc. • secnon LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) 2x RIM JOISTS ATTACHED Where the ultimate design Wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for minimum WITH(3)10d THREADED NAILS A architect + engineer 48"distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. w OR(3)#10 x 3"WOOD SCREWS AT EACH JOIST. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R301.2(1) (1)CSHP18 METAL FRAMING I 860 UNITED NATIONS PLAZA STRAP PER STUD W/ N EW YO R K NY 10017 WIND DESIGN SUBJECT TO DAMAGE FROM 14 DECwK RAIL SUPPORT DETAIL (B)Bd COMMON ER 10"END LENGTH, f GROUND SEISMIC WINTER ICE SHIELD FLOOD AIR MEAN I 917.689.0301 (t) SNOW WIND TOPOGRAPHIC SPECIAL WIND BORNE DESIGN WEATHERING FROST TERMITE DECAY DESIGN UNDERIAYMENT HAZARDS FREEZING ANNUAL E 3"No,8 SCREWS& LOAD SPEED EFFECTS WIND REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIREMENT INDEX TEMP WASHERS @ 12"o.c. (MPH) SCRS COATED TO BE PLASTIC I ea kse l rad @live.co m 20 13 NO NO NO(m) B SEVERE 36" M to H S to M 11 YESA�N 1500 OR 52.1 1/2"PLYWOOD LESS In accordance with Section R301.2.1.2 the jurisdiction shell indicate the wind borne debris wind zone(s).otherwise,the jurisdiction shall indicate"NO"in this part of the table. The ground snow loads to be used in detrmining the snow design loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1000 feet. NYSTROM RESIDENCE I I I � SECTION A-TYPICAL ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO • WOOD FRAME BUILDING I •0 ALTERNATE TO 120 MPH CERTIFIED DETAILS WINDOW INSTALLATION: PLYWOOD PANEL WINDOW AND • DOOR PROTECTION FOR WOOD FRAMED BUILDINGS HEADER AND POST TIE DOWNS TYPICAL WALL OPENING PROTECTION 9 3 I SEAL& ATURE DATE: ATE �F PROJ CT NO. PROJECT# DRAPING BY: MK CHEfK BY: EA ., NO.: 01 S 02 DETAILS OF # REVISION REV. DESC Al REV. DATE REV. DESC I \ I I I \ I GENERAL NOTE: \ I \ ALL DRAWINGS, SPECIFICATIONS, \ PLANS, IDEAS, CALCULATIONS, DETAILS, \ ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN � THIS DRAWING ARE THE PROPERTY OF B3F — i & OWNED BY EVAN AKSELRAD - ARCHITECT-ENGINEER. WHETHER THE I PROJECT FOR WHICH THEY ARE MADE r--------------------------------I I IS EXECUTED OR NOT. THEY WERE 1 I I I I CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND 1 I IN CONNECTION WITH THIS PROJECT 1 I I I AND NONE OF THE ABOVE MAY BE J ; DISCLOSED OR GIVEN TO OR USED BY s" SLAB REINFORCED WITH WWF ANY PERSON, FIRM OR CORPORATION 'Co I FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER GX PROJECT, EXCEPT UPON WRITTEN ,� I PERMISSION AND DIRECTION OF EVAN 1 I 1 1 I M 2x10@16oc I I I 1 I I I AKSELRAD - ARCHITECT-ENGINEER I I I I 1 I N I ISSUE BD I I 1 1 I I I j NEW FOOTING I i ; 1 6.6.24 DOB Filing t 2 x 6 x 1 THICK 1 1 REINFORCE WITH #4 BARS I I @ 8" oc EA.WAY I I I t j I I j I I 2 D 1 I I 1 I 1 I I 1 I I t I I I I (2) 2x10 (2) 2x10 I I 1 I I I I 1 I I I I 2 x 10 @ 16"oc 1 I I 1 I 00 I I 1 t I I I I I I I I I j I I j I I i I 1 2 x 10 @ 16"oc 1 t I I I ^ I BB I I t I 1 I I I I I I I I I I I 1 I I t I I I I I I i I I I I I I I I t t I ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. IL--------------------------------J 1 PIPE COL. DOWN 3" DIA @10.58 (BA I I I WP DOWN 3-1 2" X 3-1 2" LSL 1.3E 3E INTERIOR EWALLS COLUMN U.O.N. ❑ / / L-----------------------------------------J I I WP DOWN 3-1/2" X 5-1/2" LSL 1.3E INTERIOR WALLS WP DOWN 5-1/2" X 5-1/2" LSL 1.3E EXTERIOR WALLS WP UP & DOWN I I C1 WP UP EVAN AKSELRAD I STUD BEARING WALL DOWN architect + engineer WP RESOLVED AT HEADER 860 UNITED NATIONS PLAZA I NEW YORK, NY 10017 JOIST SPAN DIRECTION RAFTER SPAN DIRECTION 917.689.0301 (t) LIMITS LIMITS eakseirad@live.com HEADER (1) 1-3/4" X 11-7/8" LSL 1.55E MINIMUM. TYP. (UON) TJI 230 JOIST HANGER SIMPSON IUS 2,37/11.88 FACE MOUNT (10)-10d R=1.OK NYSTROM RESIDENCE TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK B3 B2 61 I I FLOOR PLANS SEAL&SIGNATURE DATE: DATE f PROJECT N .: PR JECT# �• DRAWING Y: MK C CK B EA 01 FLOOR PLANS ee 103 l " OF # — - - - - - - - - - - - - - - - - - - - - REVISION / REV. DATE REV. DESC\ REV. DESC I \ \ I I \ I \ \ \ \ \ GENERAL NOTE: ALL DRAWINGS,\ \ I \ PLANS, IDEAS, CALCULATIONS,SPECIFICATIONS,DETAILS, \ \ ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ THIS DRAWING ARE THE PROPERTY OF I & OWNED BY EVAN AKSELRAD - \ gF — \ — \ ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND I i i I IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE ' DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD - ARCHITECT-ENGINEER ISSUE � � I _ 2 x 12 ® 12"oc DOB Filing I , B 1 6.6.24 I i i I I i DN I i i I I I i " _ i PSL 5-/4 x 11 1/4" I i � I I i I 2 x 12 @ 16"oc ( BB I I � � I � � � � I I I i i I I I � � 1 ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. PIPE COL. DOWN 3" DIA ®10.58 #/FT TYPICAL STEEL COLUMN U.O.N. i BA ❑ WP DOWN 3-1/2„ X 3-1/2" LSL 1.3E INTERIOR WALLS i I WP DOWN 3-1/2 X 5-1/2 LSL 1.3E INTERIOR WALLS WP DOWN 5-1/2" X 5-1/2" LSL 1.3E EXTERIOR WALLS 0 WP UP & DOWN e WP UP EVAN AKSELRAD I a STUD BEARING WALL DOWN architect + engineer WP RESOLVED AT HEADER 860 UNITED NATIONS PLAZA NEW YORK, NY 10017 JOIST SPAN DIRECTION RAFTER SPAN DIRECTION 917.689.0301 (t) eakselrad@live.com LIMITS LIMITS I I HEADER (1) 1-3/4" X 11-7/8" LSL 1.55E MINIMUM. TYP. (LION) TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK NYSTROM RESIDENCE TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK I I B3 B2 61 TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK I STRUCTURAL PLANS SEAL&SIGNATURE DATE: DATE OF 14Z PROJECT NO J++ DRAWING B : MK CH CK BY: EA C D NO.: 01 FLOOR PLANS 04 I -- REVISION REV. DESC Al REV. DATE REV. DESC GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN COLUMN (SEE PLAN) THIS DRAWING ARE THE PROPERTY OF 1/ BASE PLATE & OWNED BY EVAN AKSELRAD ON 1-1/2" ARCHITECT-ENGINEER. WHETHER THE 4 BARS ® 1 " oc HORIZONTAL NON SHRINK GROUT 12" oc VERTICAL PROJECT FOR WHICH THEY ARE MADE REF ARCH DWGS 6" CONCRETE SLAB IS EXECUTED OR NOT. THEY WERE FOR T.O. FOOTING REINFORCE WITH WWF 3/4" DIA. A307 CREATED, EVOLVED, DEVELOPED AND ANCHOR BOLT PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT :';.•: : , .• .:. ': ...: ,::'.:.• ... : , . ...,,:•. ;:.,...... :: ;. AND NONE OF THE ABOVE MAY BE .' DISCLOSED OR GIVEN TO OR USED BY RIGID INSULATION (SEE ARCH DWGS) ° . .�..�_ ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE :. •: (3) 4 BARS WHATSOEVER INCLUDING ANY OTHER o •"i •�• ,•' •, ° • ' UONR EACH WAY PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN 3"CLEAR AKSELRAD - ARCHITECT-ENGINEER Z2X4 KEY(TYP) 3" CONCRETE COVER CONCRETE COVER OVER REBAR OVER REBAR 2'-0' TYPICAL AT ALL L X B TYPICAL AT ALL O AND FOOTINGS AND ISSUE CONCRETE IN CONTACT 1. SEE PLANS FOR FOOTING SIZE CONCRETE IN WITH THE EARTH 2. SEE PLANS FOR BASE PLATE SIZE CONTACT WITH THE EARTH DOB Filing 1 6.6.24 TYPICAL STRIP FOOTING 4X4 POST ON FOOTING EVAN AKSELRAD architect + engineer 860 UNITED NATIONS PLAZA NEW YORK, NY 10017 917.689.0301 (t) eakseirad@live.com NYSTROM RESIDENCE DETAILS SEAL A SIGNATURE DATE: DATE ,r PROJEC NO.: PROJECT# DRAWI G BY: IVIK HECI BY: E DYVG.1 O.: 01 _ �) l 5 EXISTING FLOOR PLAN HALF INCH SCALE �, �,�. i��, OF # I P,PA� E0 qq� �� ENERGY CODE COMPLJANCE GENERAL NOTES BUILDING DEPARTMENT NOTES GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, 17 59 1. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED FIELD PRIOR TO COMMENCING WORK,AND SHRILL REPORT ANY DISCREPENCIES BETWEEN DRAWINGS 2020,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND ALL OTHER AGENCIES TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG AND FIELD CONDITIONS TO THE ARCHITECT. HAVING JURISDICTION. ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE 2. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE Generated by REScheck-Web Softi mare REScheck Software Version : RE sche:c -Web FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY DISCREPENCIES BETWEEN DRAWINGS 2. BEFORE COMMENCING WORK,THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL OBTAIN ALL MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CA/i � �� Ic�nC� � �f ICcl �' }E'CMt�C� Checklist AND FIELD CONDITIONS TO THE ARCHITECT. REQUIRED BUILDING PERMITS AND SHALL PREPARE AND FILE ALL NECESSARY FORMS AND BE CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE [" Energy Cade: 2CI8 iEGC 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF RESPONSIBLE FOR REQUIRED APPROVALS BY THE DEPARTMENT OF BUILDINGS AND ALL OTHER AGENCIES MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS HAVING JURISDICTION.THE OWNER SHALL FILE AND OBTAIN APPROVAL OF THE PLANS AND FIRM,OR CORPORATION FOR ANY USE OR PURPOSE Requirements:in ttte"Co:9 enI were addressed colt do is py vl the ft�5cltsek n Me Pre 4. ALL DIMENSIONS ARE FROM FINISHED WALLS AIND PARTITIONS UNLESS OTHERWISE INDICATED. WALLS SPECIFICATIONS. Project 1815 Kitt St-Barn w/Unconiditioned Basement Text in the"Cthe user t nlairean s,re"ne ted by be net s id how it Sa s to come teed. 5 screen. xc ptioeac WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT j g requirement.the user certifies that a code regUironent wilt be net and loDrr that i5 documente,i„of that an exception SHOWN TO'ALIGN'SHALL BE FINISHED FLUSH AND SMOOTH WITH EXISTING WORK. AFTER THE FLOOR .CHANNELS FOR THE PARTITION WALLS HAVE BEEN LAID THE ARCHITECT IS TO BE NOTIFIED SO THAT 3 PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN (5 being r:l3in'.ed.Where compliance�tterrtizracl in d separate,male,a reteren;e to that kabe is psovidecl TANG ARCHITECTS. rr�ro``rwlo 2ni R 1PCC WORK MAY BE INSPECTED AND APPROVED FOR CONFORMANCE WITH DESIGN BEFORE PROCEEDING SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGNOFFS. LRCanow S�Outholi,Now York Secttrrn Plans Vorlfted Flo l4 Vertfled Construction ty,e' single-family * f``°'t`1sP°`t1a"'7'tan R°"ja v41t a dalue tarrtpite+7 t°`""'ant'a�4umpt,°"� WITH ADDITIONAL CONSTRUCTION. alr _•.cl,rta Propprt lywe New Construction 10311, Construction drawings anct "gym Q:nmpfies Requirement will be met 5. ALL WORK TO BE COORDINATED BY CONSTRUCTION MANAGER/GENERAL CONTRACTOR UNLESS 4. ALL ELECTRICAL WORK TO CONFORM TO NYS FIRE CODE. Condit,orw4 floor Area ].,190 ft2 103.2 :RicUmenliitiondeincin5trate M,"Not OTHERWISE NOTED. ANY SUBSTITUTE IN SPECIFICATIONS MUST BE SUBMITTED TO THE ARCHITECT FOR cl-APertn'te zany 4, lS57 "Do) lI:y11i I~e=�,Y env tripe,iT eat al the Mot otr�v,t:sr = APPROVAL. SHOULD CONTRACTOR FIND ANY DISCREPENCY OMISSIONS,AMBIGUITIES OR CONFLICTS IN 5. ALL CONSTRUCTION INCLUDING BUT NOT LIMITED TO:DOORS,MASONRY,CONCRETE,STEEL,WOOD t, eovelor ereprei e.Thermal N O. DATE SUBMISSION Pertnat rate' ertveidi3d repreaeR:intt on Qiat Appllra�3Q ' ' , P,rm't Nurnher :unst Vdidn dUlAirnent5 ��, ANY OF THE CONSTRUCTION DRAWINGS,OR BE IN DOUBT AS TO THEIR MEANING, HE MUST BRING THE GLASS,HUNG CEILINGS,ETC.SHALL COMPLY WITH ALL RELEVANT ASPECTS OF THE RESIDENTIAL CODE All Electic false 103.1, :oast uwr -uroan dranga and P. tseg,+remkn%will be met QUESTION TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION. THE ARCHITECT OF NEW YORK STATE(2020 ED.),THE CODE OF THE TOWN OF SOUTHHOLD,AND ALL OTHER AGENCIES 6/7/2024 BLDG PERMIT is Renewao,e trust 103.2. wumerrtationt5e+nonstrate Qa H s Not +t r�chw,rr trwc 4a3.7i t ryy e�de eaa,piia�rc tvr (2tr,t r,titr fv4hir SHALL REVIEW THE QUESTION AND WHERE INFORMATION SOUGHT IS NOT CLEARLY INDICATED OR HAVING JURISDICTION. 1 10/11/2024 DOB AMENDMENT 1 Hers Satter; la1So it R3) ughting and rn#chan€cat systr,ns : sy5tatns senrin�molt>pie Q,ct Apphcabir SPECIFIED,WILL ISSUE A WRITTEN CLARIFYING ADDENDUM.NEITHER THE OWNER NOR THE ARCHITECT nos Hex s ti•nL titt* dwelling er W roust denintistrtte tpmplianre : WILL BE RESPONSIBLE FOR VERBAL INSTRUCTIONS 6. SHAFTWALLS,MECHANICAL SPACES AND ANY OTHER REQUIRED FIRE SEPARATIONS ARE TO BE FIRE t`wR l t x if+.^.0 CommnrClai Prnvlsions w 6. WRITTEN REQUESTS MUST BE SUBMITTED FOR ANY PROPOSED CHANGES IN THE SCOPE OF WORK BY RATED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE(2020 ED.) "fl Al'Y 'lreaS,no and taal-S equip-cm i3't�^'.�. feat^9; �_-°^p"�' :"t�,�'.��^tin b°met' THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR TO THE CLIENT AND ARCHITECT BEFORE ANY 403.7 uzed e'er ACCA Manual S basaej : BtWhr Bt'iffil i]; 1 Not constartion 5=te Crwner0gent; 13e�.191terlCantractor: JPR21z m loads calculetad pit ACCA Cooing. Conhig CY4,t nz rvaM>it WORK IS STARTED. SUCH REQUESTS SHALL INDICATE SCOPE OF WORK,COST,AND POSSIBLE IMPACT TO 7. GLAZING WILL CONFORM TO NEW YORK STATE BUILDING CODE AND OTHER APPLICABLE REQUIREMENTS 1815 Gng Street NYSTRrrii RESODENCt tk mama s or rAhn riott(As Btuihr Btully Orient.NY 11957 assproved by"trade offuclal -- - Q,dt Applicator THE PROJECT,INCLUDING BUDGET OR SCHEDULE. FOR HURRICANE IMPACT TESTING. 7. THE CONSTRUCTION MANAGERIGENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION r r x.... ; �'< = " OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONSTRUCTION 8. USE AND OCCUPANCY CLASSIFICATION:R-3 ACCESSORY r_;.1 i' r ''' -.. w,.,.: .. k. Additional Cetnments+Assumptiars: SOLE RESPONSIBILITYRY BUILDING ? MANAGER/GENERAL CONTRACTOR SHALL HAVES FOR ANY DAMAGE OR INJURIES l_ '- son-xai,nite.4.11%8ette,Than Coda .trsrlrn.m OF 1417 YoutiA 141 M!x9Irn.ari SHAG, 0.40 Y'a� 5Hr5L.0.00 CAUSED BY OR DURING THE EXECUTION OF THE WORK. 9. TYPE OF CONSTRUCTION:TYPE V WOOD FRAME Ftsr v N?rer:r YA st*T,rr.C.`ett a+Ort.rerir::t5 once erne io:nrn;+,vtr the Mr.,xt rx taasc:t 01 taw n��^inn Min it DOES nx prude W.tai��rt6t nr enrf.ro flTi'rif-_ter'at lv1 e W n q,r'M.,r--C-,At IK,e n.c-Z•site r a t r>,irr'r^.inn+7ri ro, or-rots n t,,•t'A;.,r cc i..•e.,r,-rr Cr?Mr,„lice pitra n.+t�-rnrrk 113 OCT1 1 ,1.;..h r-�',x c A. ALL DEMOLITION OPERATIONS,REPAIR OPERATIONS AND ALTERATION OPERATIONS ARE TO BE �t DONE IN ACCORDANCE WITH OWNER[REQUIREMENTS AND ALL GOVERNING CODES. 10. DESIGN CRITERIA:DESIGN IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK STATE(2020 ED.),THE ``-' Irt the sDBn"1rd ci Nate:Qaii,•nu$:meet;h,nini,•tn,rn e� 'ttv ct�J*rn;�„aat,co P,va<ue and Depth aeplill" ienr5 B. WHERE DEMOLITION IS INDICATED,REMOVE ALL OBJECTS EXCEPTTHOSE SPECIFICALLY AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL FOR ONE- DESIGNATED TO REMAIN. AND TWO-FAMILY DWELLING(WFCM)2018 EDITION,ASTM E1996(STANDARD SPECIFICATION FOR 1 ,r,xr, r V01 �A55 t I1Ji!D5 C. THE DRAWINGS MAY NOT SHOW ALL ITfEMS OR OBJECTS EXISTING AT THE SITE. THE PERFORMANCE OF EXTERIOR WINDOWS AND DOORS),&ASTM 1886(STANDARD MISSILE TEST FOR p"" `y A . CONSTRUCTION MANAGER/GENERAL(CONTRACTOR MUST VERIFY AT THE SITE ALL OBJECTS TO EXTERIOR WINDOWS&DOORS). BE PRESERVED AND REPORT TO THE(ARCHITECT ANY DISCREPENCIES OR QUESTIONABLE Ceiiarig Pitch 3'12:Cam"rai Letting 400 49.0 0.0 . 0,012 0 026 9 10 ITEMS. cewnt2•ritrn S:aL t_atrieanli t.eiring Odd 49A) u.0 014.1112 tt,tttb 10 it D. USE ALL MEANS NECESSARY TO PROTECT EXISTING OBJECTS DESIGNATED TO REMAIN,AND IN Wart:Yiocd§rame.26'a C 2,020 21,g 0.0 0.017 0,"o 715 121 THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO Concre-e Floor Swe#Frame.16,o.c. 116 3D.0 MID 0.0s6 0.047 7 5 THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL EXPENSE TO THE OWNER. CnmphiarF'ice 5tatemenc the D`or 6buairimg design dc;crribed nete i5 consistent,a th the buifdlrg pions.spec:6:otions.aid other E. PRIOR TO COMMENCMENT,CAREFULLY INSPECT THE ENTIRE SITE AND ALL OBJECTS DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTES caicucatons submitted*,rN Ole pennht application,Tte Grapsastd naading has been des,gried to mtet the 201 D ICCC reQutrements in DESIGNATED TO BE REMOVED AND TO) BE PRESERVED,AS WELL AS ALL EXISTING UTILITIES AND RESehe'ck Veasiun:R£Scheti iNrh and to,.untidy with the mtandatdri r"uirements ustM in the PESchm.k Ittspectran Chrcklist- 1. PROPERTY IS MORE THAN 100'FROM FRESH WATER WETLANDS DETERMINE ALL REQUIREMENTS FOR[DISCONNECTING,CAPPING OR PROTECTING ALL SUCH Paul W.DiLandro,PE 10,081`2024 WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY,BUILDING Name•'Ric Signature ._ a.t MANAGEMENT OR AGENCY INVOLVED.. 2. PROPERTY IS MORE THAN 300'FROM TIDAL WETLANDS Protect hotas; F. THE CONSTRUCTION MANAGERIGENERAL CONTRACTOR SHALL REMOVE,REROUTE AND/OR CAP 3. PROPERTY IS LOCATED WITHIN RARE PLANTS AND ANIMAL DATA LAYER Two starry vneond taone rl basernerit OFF ALL UNUSED UTILITIES AFTER CHECKING WITH THE ARCHITECT. THESE ITEMS SHALL BE ("i�ti=gri ite}oa=ri'ieri>.�)a 'Aed'.sorY~IrflpaCE�TIer zi,w�"�3�i�%n imi]��{tne�;3i CAPPED OFF WITHIN EXISTING WALLS 1 OR SLABS. Project Title:1815 Ki ig 5t-Rarn wt Unconditioned Ra!sement Report date: 10r'D3174 Prnlect Title:1015 King$t•Rarn W Ulcordl1oned Basement Report date: 10108174 G. USE ALL MEANS NECESSARY TO PREWENT DUST DURING THE PERFORMANCE OF THIS WORK 4. SCOPE OF WORK IS A TYPE II ACTION PER SECTION 617.5(c)(12)OF THE NEW YORK CODES,RULES AND Dotel ni-lICIIFI: t'"tfG 1.if 9t bctta nitridrrrt': pdtle 2 of 9 AND PREVENT DUST FROM BEING A NWISANCE TO THE TENANTS,NEIGHBORS,WORKMEN AND REGULATIONS ADOPTED BY THE COMMISSIONER OF ENVIRONMENTAL CONSERVATION AND IS NOT CONCURRENT PERFORMANCE OF THE: WORK. SUBJECT TO SEQR REVIEW. H. REMOVE ALL DEBRIS FROM THE SITE AND LEAVE THE SITE AND SURROUNDING AREAS IN A NEAT AND ORDERLY CONDITION. 8. PARTITIONS: A. ALL OUTSIDE CORNERS AT DRYWALL OR STUCCO PARTITIONS SHALL HAVE METAL CORNER BEADS. TAPE AND SPACKLE SMOOTH'WHERE REQUIRED. THREE COAT SPACKLE FINISH MIN B. ALL DEFECTIVE PLASTER AND/OR DRYMIALL ON ADJACENT EXISTING WALLS SHALL BE CHOPPED OUT AND/OR PATCHED FREE OF IRREGULARITIES AND SHALL MATCH ADJACENT WALLS IN. FINISH AND THICKNESS. 3cct on See an C. ALIGNMENT OF NEW WALL CONSTRUCTION TO EXISTING WALLS AND COLUMNS SHALL BE DONE Ma,na v?rlrtect Flele uerlttad IN A MANNER AS TO VISIBLY ELIMINATE THE POINT OF CONTACT OR JOINT OF NEW AND # Foundationinxgeretitut Cpnrtptiss? Cammaai;Nagtemptions 0 ErIkIlhirg!Rough-in tnwpractan trmfue Y41tc CAMPfl®57 Ctammrnts'A�svmfatitans 6a fles" __ �RPe1 D -•�--'-�� ta'N--- EXISTING MATERIALS. 393.21 A prottCkr�rt revering is mstalut?to G.".omrphra Exeettticts:Regturement is not aa,rlicattae 402,411 Fir barrier and 7iermtil antra 'f;i4lica Requirr, cot w=t1 ba meL 1Ft3111° protect e.pose7 exteirorinsulation E1X`A-i Nor irnzoP .istiueti per mt tacfurer s o Nor D. WHERE DEMOLITION HAS OCCURED,COONTRACTOR SHALL FILL ALL HOLES,PATCH SMOOTH AND itstiuecian5. LEVEL ALL REMAINING SURFACES,INCLUDING WALLS,FLOORS AND CEILINGS. SQUARE ALL errs#extends a ntiuinruna=N 6 an.below dr Q'#:.t iA�u=rtra!sder' aI ❑4ot tt3tki(tMii t:,r g,ode ❑NvtIApphrantr �•. •. .»-«- ®` `Ai' t"A "`� •- .-.----•-••o CORNERS,AND PROPERLY PREPARE HALL SURFACES TO RECEIVE FINISHES. 403.9 Snc,w-am Ice en pp hrs xc-pt eitIng Sy1tem rontxtrhs E- Eiran:RequIre s n w oiot a pot icaWe 40t t 3 tenestratinn tntt is not site beer€E- ��ompr �Requirc^,ent w4l be'met. CIVIL ENGINEER: 1F0121' installed. 13Do%-%Not $Fr1..DI' 's listed ano latc''ea as n'+eet-re1 d:: Nnr 9. FLOORING:WHERE EXISTING FLOORS ARE TORZEMAIN, CONSTRUCTION MANAGER/GENERAL ,r I1.1 w}trMn can ialn s.�rn a Moo t ,r rt,x,' CONTRACTOR TO PROVIDE PROPER PROTECTI(ON. Ott t[`pplirva3wr to �,.ha,infiitraha, 13"ApplicaVw YOUNG ASSOCIATES Dt,at+Anatirantt ,hri Lnat der rote;tceed code - 10. CLEAN UP:THE CONSTRUCTION MANAGER/GENIERAL CONTRACTOR SHALL KEEP THE SITE FREE FROM hrail5� - Additional Comments/Assumptions: 402,4 9g C-rat"recessed lighting Fixtures � D'ornplim m Requirement N l be met ACCUMULATION OF MATERIAL AND DEBRIS. PRIEMISES SHALL BE LEFT BROOM CLEAN AT THE CLOSE OF 400 OSTRANDER AVENUE 1FR161' sealed at,housingAnterior fusish Dom Not EVERY WORK DAY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNWANTED RIVERHEAD NY 11901 "4kngr 4t 75 pt. Qv .`pplirtihhr ' EQUIPMENT AND DEBRIS AT THE COMPLETION(OF CONSTRUCTION. AT THE COMPLETION OF THE WORK, ' O..s pliesr4t t THE CONSTRUCTION MANAGER/GENERAL CONT-RACTOR SHALL PERFORM THE FOLLOWING CLEANING 631 727 2,303 _ _ .. ....,_....,._ _.,. ._.._...__,...�.,..,A,... . _ _ _ _ 403,s i "S�'pDtY and rehire d=Irts an artrs d::nmpAas Exception.,Ui,arts Inracetl $FR1211 insulated 7-R-B weere duct is L3Dr^Not �corrpletely if-side the A. CLEAN FIXTURES,EQUIPMENT,FINISH'HARDWARE,PAINTED AND DECORATED SURFACES,AND >=3 in<hft in diameter and>s. ®': Cbs�?u1h '1,k.dI&ng enrrlutrc. k"6 where.c 3 nrnes.Suriniv and' C7v Aptauevrit REMOVE MARKS,STAINS, PAINT,DIRT AND OTHER SOILING RESULTING FROM THE WORK OF THIS STRUCTURAL ENGINEER: return ducts In other portions of , CONTRACT the building!mutated s_R-6 lot diarr-_t,r>-3 nrt•r%and R47 11. CONTRACTOR SHALL PROVIDE ADEQUATE TEMFPORARY BRACING AND SHORING WHEREVER ANY EVAN AKSELRAD ARCHITECT ENGINEER tar<31nc",it dlarnp-ter - ""� "T� [7:nmphv%Rpriuirtme�t w4l be met STRUCTURAL WORK IS INVOLVED. 86O UN PIL/�►Zl4 aQ3 3 Y ducts.air t;andtrs an;t fine* 1#R131' boxes wrfti are seae:!with ®1 xs Nnt 12. FIRE SAFETY: NEW YORK, NY 10017 � ;rrntslsean^s contailrsnt witmi ❑'lit Cttrar+°irafb)l•; a htrrnat•;y*+.a,hlar'nn,cal fctdc4r 8 A. ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA ARE TO BE SECURED IN A LOCKED htemaLle,. REsidenGaa Code,as, Q -st Appn`4�`r AREA WITH ACCESS CONTROLLED BY THE OWNER AND/OR CONSTRUCTION MANAGER/GENERAL 917 689 0301 40135 6uilo.ng caviler are not used as p m �;.nmptirs Requirement w'dl be met CONTRACTOR. ;Fasjt eoCts or plennrns, 137 xt ant B. ALL MATERIAL TO BE STORED IN AN OFRDERLY FASHION " Mar at.P 'vate C. ALL FLAMMABLE MATERIALS ARE TO B E KEPT TIGHTLY SEALED IN THEIR ORIGINAL CONTAINERS. MEP ENGINEER: ❑a,t APr+licatr§r 101 hurtsdecta- dto be wiit�=ntrier " d:r:mpiir, exception,hegn!-r�mcrtt is r SUCH MATERIALS SHALL BE KEPT AWAY FROM HEAT OR OPEN FLAMES. DILANDRIO ANDREWS ENGINEERING 4nn.talrtely jFtt2B1} cariditiaely wjt}tier the Lonfir^«c..x space are either 1 ©B rrc Not rest appjxtable, D. ALL FLAMMABLE MATERIALS TO BE US ED AND STORED IN AN ADEQUATELY VENTILATED SPACE tr air Wrier and wall"e huoi ng ia'aast tatr r.vaa}:t. thermal eivelope,21 buried ®4 u AppllrAtt1r E. ALL ELECTRICAL POWER IS TO BE SHUT OFF WHERE THERE IS AN EXPOSED CONDUIT. 158 COUNTY ROAD 39, SUITE 10 whrlan ceirit19 Imulation In F. ALL ELECTRICAL POWER IN THE CONS RUCTION AREA IS TO BE SHUTOFF AFTER WORKING SOUTHAIIVIPTON, NY 11968 icrardxrce with ScFrban 9403.3 6 and tte a hand:ef ai HOURS. 631259 3959 Imated cnmplriety withr8 the G. CONSTRUCTION MANAGER/GENERALIONTRACTOR ONTRACTOR AT ALL TIMES SHALL MAKE SURE THERE IS annti-iio;air t.�r. and-thin , the burtdinq thermal envelope NO LEAKAGE OF NATURAL GAS IN BUIDING,OR ANY OTHER FLAMMABLE GAS USED IN ,a•id the duct Leakage is t;-1.! (for.l 100 square fre-t or CONSTRUCTION ARCHITECT: Bond t tired tint,area served by ' H. CONSTRUCTION MANAGERIGENERAL SHALL NOT BURN ANY DEBRIS OR MAINTAIN imuld Chan uct q v he�s;altie 1 eui�� ANY OPEN FLAMES ON THE SITE. GLUCKMAN TANG iga,nst and:ihcve the inwlvcd a,ct x+tatl^e atroposed teilar(j 250 HUDSON STREET, SUITE 306 eisulaticn R•aai ie,Less the R• r.yitae+of the Iras•i`.ntion inn the NEW YORK, NY 10013 404 4 .44VAC. {tails R- ,w : R• I.,I.nrnphtsx exceptksn:t:,'egtiwemen,is vita i aocive 1D5 of or en lied f'uids el,,.i,Nnt .raze appkabie. 212 929 0100 below 55 of are ints 4tt l to z2- ' sf 1 ®','s,0b rva"nor- Q'aa"AppticAhh'. , Q:t3.4 1 fmiection of inx;:iiition qn HVAC I_i'•ornplies .Exception:Regan-ement is t 1F9241' I$Ipinq O✓rrryFln, rtztapptrtafi€� NYSTROM RESIDENCE - BARN to Q'ine t36;-w+vatx4o ®',rF`,A;S9T€hCa Alf` n .,... - .. ... ..... _ 1 Hr h impact(Tier 1} 2 totedrunt Impact(,ter 2, # totw Irnract tTrer 3t 1 H. ti ttroa t 17ier 1} 2 Mel uaia inilract6Ther 21 g ew"Im actmdT,er 3i" STREET, I .� Iaa3 ............. ...w. __ ...__1.":I.:.:. project Title.1815 sting St•Rarn w!Unconditicned ERasemert Report ddte; 10i18124 Project Titter 11115 King St•F?arn wt lAilcunditirned 3asement Report date=, 1ni 1M'24 ORIENT,NY 11957 Dots Itictianne" r'ago 3 of 9 Data rilena nA: Page 4 of 9 PROJECT NUMBER:23006 GENERAL NOTES, RES CHECK COMPLIANCE CERTIFICATE CONTINUES ON A.056 B U I LD1 I N G NOTES & ENE;RGY COMPLIANCE SEAL&SI�RM ARC SCALE: NOTED /�/ SCALE:AS NOTED DRANM:EE V U• V A I 7 _ OF NEB_ A055_____ ©Copyright Gluckman Tang Architects ENERGY CODE COMPLIANCE CONTINUED GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, Q ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG Setunn ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE Elates Vrrlttea! Ftekl YeritPert Sseti ro PianrsS7erified Feld Verifier! S:ctic n 5eeuo" =P'-n�',.V,'j'Irttted Pletd ver€ttr+c4 tnsulatinn Irrs rctian Caam €ins? CnmmRtrtLrAxxtem raa a PIa{is verlfts t1 Fiatrl Vr rt*€edMADE tS EXECUTED OR NOT.THEY WERE CREATED EVOLVED, aut�tntn Int:pece YitUe tempi€os7 CoRtmeattg.Aroxatmprfnna F' Veice Yafra� p Pt" n � Kdnnl lnap�p�tpan p v#xirans V.I.& Vrt.«rr Cprrtpl�eex �Arnrrrt,As�ump4iaRa +r rims EnAftectie rrszv;siiana Stettua llatue trars+{atia�s7 CrammantarAassursptt�ans r . .-• -- - - - ---. � --- `� '� -Y N � '' n� _ DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN .pm li�c itca„ire.rant will be mM 3!"3 t pit inxra,+off.iss,n SHrsn is iahalcrl QYnm(ilir•x •Roquironin •will bo mot 4t1�',l 1, £.ei!-ng'r,i:IIrwn N-vt+lu�t A- It- :.nrnplirs See the[�=aF�i, ,tt.>ri'Yift4'wr 4tt1.b,1 Ail n',e:hanl[a!vnnnaa7tlon SyS:{rr{: � � v:ompi r4 ,Ro titre-brit will bit met 4o1's 3 .MVR ws+er ppuzc err ins,,Jated tq A R p liNi3l- or the+instan"R-va'ue s ❑t}ma Not 402.2.1, Ya�zrt stir v?rrs , 3 Dpc�Not pfL4,d [ Wood ;[I t°faod Dr�r Not 1F€_51 fans not part ref tested anal issted ; ®�slot r q CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE Dxut 0trte'rvsfiirr t ❑PirK ct atr,t a�2.z.2' 5rrrt ;C7 S:tnrl 'Dfiiatt C3trbrnrrst+^ tlwA.L tteuiprt'€a*nt nisei erticacy P MAYBE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, OPit#Apriirabtr Afl2.?� anct air figw IimitS perTgtzle Moir�t'tcntataaR; ❑tics Apptira r 1F€lj' (3}lat App€icat4i• te403.6.1 ®N at AFpiiraaair FIRM,OR CORPORATION FOR ANY USE OR PURPOSE a£13.f ALitpmAtir or r;avny dJ nper5 it ::omplir,4 R¢gniretrgnS w,Fl be mot a!}: 11. F1,7rJr Ins cation R•YatWP. t It .,._„ R- .._, [ nmphr Svc tt+r�n v tstw��ae�nnth8 i» !f#wstrr txs4e75 supplying brat «,. �;.ampit4 exception:Reginramentis WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT a1:?.2 fi Vfanrf ih nil ❑L)"'Not tabir.ryry Ura ' z tFft191a installed on a outdoor air Or—Not t � � IFt-S} throulf'I true•or two-Fire heating< DE�e�link ax t a 11N11 c i 31t3.1 1 t, COitang sr•siillt€on kmra€€trd per .ornptirs Rerliurerient will be mrrt ppitable iniaka~5,snde•xhdusts. '®$tr.Ei f ¢ ❑+-�otmr,v'atir - 's.y:t rz have outdoor setback UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN D'ic4 oD-'rrvtt9}r 3fl3.2 r lanurattater s rr tructiions ®sk y Nor tf, Otiot Applica6* :C821r Blown i-Wiettnn watketd eiery Tempe to reloa hniie'r outer ® �Ors+ vat it O•`iax Applica sYe DktM.Otnelva:;!r tell pe^elute twses on outdoor Otiot Arprirat*ir TANG ARCHITECTS. t 7t1 W. Av Iirat-ii- LaaM Additional CommenttsiAssumptions: 30'Q.floor ins,,)tion Installed per ::nmPli„a ^^" """ - 40ll,5.1 1 risated w,>er orculaton sy t¢rns- O::am i 402.7.0 manutacturer`s instructions arm Ol)cie%Not 407.2 sS ventod attar;wrrh a r P r7rr+yh r D nmptiex Exception:€Requirrinenr Is p os .Exception:Roquirem mr is ,lNt1€ III s:.itsst8tu€.lI tarltdtl W'Itn the lF€221r €nsulat,on In_iude rWflet 30cent Oi}or.Not 'ilea apjakiible Imal' '0eve a circulation plena The ❑I�;sr+.flat + apRicable tf vndrrOdn of ttr 9nhfloor,orfow. ati'm Ct::.r:vat t th soffit aixieave vents,the s.yitrra raRuFn pipe is d dakt4ated vam-nq cavitionsuation t5!tt O`ic:t Appika4lr trot Cttr:,a'rvst:?r ,.1,y Uat Cltir•rval:'ir r'xr¢nda o'rrr,r€cui,•ilign D te�turn pipe v a[old€xatr-su.:_1 Contact S tti tie top side t t D"i<rt AlapliraNr C,Ipe,0ravity ant€tnenmos- DPira.Al:purple€r shrothing ormntirupiA 4W,2A Alticaccesshotchand star' R•_.._. R nmplies kermirempn!will beMet tyo^a+e [vtrti ncgiLerri6ara NO. DATE SUBMISSION insulation Is Inxtarlod on the :fE31i rnsutatton ilia-vatu?o,fibs tJ(5ri¢�,Not cir dines i,Cantinas for as eyfcercido or Mot fiani ing inc a41d;.ent 85'_en;bly. pu roll Sna hot water S'VIC, rxttnd.from ttrwbottelmtoOr D}i� cat"rr for hot merdemendwith tithe 6/7/2024 BLDG PERMIT too of all penrr Hier floor framn9 _ DPi�A»pticat.r � far hot nc try Controls witty xL the nentt els. 402 4 1 1 fflowCr dz:or test @ 50 Paa <-5 A04 511 » , ACtt 50. :"nmplitis Requirrmen*,will be met o+curfancy to Lim o 402A 1,wa,Iere,ulationA-valtm €tthi.isa. A- t� "c �m�lic u,a „ �r ".4;er�Pa !ffl'7r ach.nClimateZones1-'.2,ar.l D{ Nnt a�t�,��at!'.•LLrfn�nth��np 1 10/11/2024 DOB AMENDMENT 1 „�„„,•, ,,,„•,,, when teeter is in riretint:c<i lea 402.2 5, mass wall with at least Orr of the 0 ih'ood 0 wind OZkrrc Nnt to€rr�x a'm.e. 0�3 ach ir,Cifeneta 2omr+1 8. DPiat rks4rTwo-Ir is at set-point tempr>r„rure and p •1 fk7..?.6 w.i{inwl.tion do lira wnli ,,ta;i mal;c € r : _ea der-,and for hot wctef exe$ aMts !IN311 tutor€nr,thn etterinr insulatcan ® ❑.�'.C1Ft rr chit. D'iat Appiic�tttr _. } re uirement applies IFiR It71 'tree Simi ❑Pi:.p.pplieats<r ® an3,3 3 Ducts are pmssure t¢sta�a b [trc 114tt cfrrtfl0u :nm tiers Exception:Ro,uirement i5 4Gl.a$.2 €€tirrrr,brat tract ay:eats t}Fnmpl ea Exeeptlan-Re of-> t€ p q ' z q menr,is tf€27p determine a r#aakage w re ft? - t� Cboes Not t applicab{e 1f=_41 eomplr with IEEE 5151 or UL OD,src Hat t app{sable. eithet'Rau t-in test:Tu Ina 51 S.CI t!Inl:awttrt a zcaill _ , Nrrr nr-.erwtrrtr, �Qtit�Atx.rrv:escr ' :,adialSttt€r+cne ry 30 2 1°ta'i insulahon is instal co per 02amplies tipquircment will tir met i aA"'f"""r" „'`g r,;Il, ' racing ^m input tt e Q 1SN,tlr manstarti:rpritImmirtinnc Ql:.,�Not pressu"edinerenta€ofCBin[h _ O}1 Appl€color flearedInat rt mpei.nthe t�tP# A(plica tr w.a3.ikCross the sySten+itridudiwj desired water tend eiature In the ( Pia:0hu4j,at5lr ; the manuPatturr,+'s air Mtandirr PiP+nq 4,. a ler t nmples Exception:Roils-went is ®Nett Applicat"°r � rer�€Dears iP€nstaUeo at tint of st,5 7 Demand mcirciilatuyn a test.Postconstruct t n teest:Tots F:3€11r systems have cer*.trolf that Oboe"Mat hot appi•cable Additional CommentstAssumptlons: ,x.pn rr..U,. a.ah,w mandce operattun ot.he pamp pressure ditterential of t0Inch and I®tIt t the trmprr iur*of the DPi<it 0�rrvat>sr. : w.g.across the entke syystero grater?rterinq the_cod water Mot Applicable ' int lading the masmafnaALuref s stir , viplrlo to K_1041if. react I l iC^<'bsurzA _ 40,5 A Drain hater heat term"units x � nm{',lrs Exception:Rs.*gnirgmxnt is. 1p3,3 d .Y ixt tigh^its t¢tt rar>rIr o`..6' [ nttfJrJ [im1IOU `nmpt(ns Exception:Rnqutrmment is jftsip tested in accordance Nith CSA ODom Nat trot ii!W,Cabie. t Fmi= .rtmii N1 ft74em54 the a>;yctsni nr' 1tz..M t+yµ. rlxr� N-t nM aprrhrahir 655.1.Poldble water-ude -<-3 UMV10 1`12 wi'.h•.iwt ar ,DNa;t(lay rvrvalalr prrssu'r loss of dro%nwatet"at DPiat OtfrrvarNr .€aaaldlnr 75 Pa.For rotugh-€n , recavary un-ts i 3 pc for rP t:ir tests,vewicit€on may meet to D}it 4 Applicator OPiy A Iirri radiwidual units corm Xied to one a€curduf'in Tramin Inistw>dan. _ tutA'pstr3wrm ar aPotatiartiatt'r. Except4an:tzcqutrementls side pressure loss of drab, ter - ag3,i7-t ;Airh;tntlierit.ak's`n dt+ss++.intir-n »�g�:'nmpiir,c :R7411 ,riv manwrxe1iirFrat ee:74i,at ❑IJma,eit.Not eunr Apriirahip lr]"Ivial lV ."its 1ctrdit design oaf itav+. Die,Ob-,rrv-r ®• three n,•_mMp St',nJfgr; ' Dfiicr`Applicator apt 1 ^14>:k'tnoM 4f pa rm4nrnt „ate,,, »�D:;nrnpirs 717,T 1 F rx r am•r„c=.e titernos;tats D:"nmptit s Rrgtnrt tent will be milt 1Ft;jt `fiat.yes have)sigh efficacy lamps ' DI)xs Nat sFtS1' installed for cOntrOl of parlm,lry Dix re Nor 17Nattltirrvat rr ini drilou fia'i; et Ce:t ingant fit ttSry and }{rya aatlrrr rv'rri:3r ' initiany 5¢t 4y mahUfri.-ttifrC to Q ..,. �. . A DNaek Appliratrtt� code €xer IPtrat+ons. D i y ApPiicatar, 4pf.1.1 fuel gas lighh,q systems have � �„D.'.ornplr4 Excapt€ant itequir=h¢nt is aD3.1? tf at pump ti ermostat.ar stalled ompl+e,s Acqui'emwnt will be met. 1Ft?31' rip Continuous pilot g;hE.. Db rs Not ra4 appt-cable 1Fi101' on heat puisps, Onr-m Not tr DNar tlt4t*rvat>tr DN^t ArplicitAe _ ® ca IP.ppflca Com tu- 40t.3 plancerr`•ntii: paat€=d H - -D[ompies Requirement aril be met 403<5 1 ,tircliiat.r J sE:v€c¢tent ussattt D;omplins Exception.Pequlre•rnent Is Will Dtkx s Mn} 1F€111' systenis ha'.e automatidc or oDorc Not rot appl,c3ble. acCessSble manual canwUis. Oil-C,wTvat€t>: Diiaa t"1trtttrvin>:r . Milli Arpliraktr D`iat Anplicnt " 1 ENi h S_ act IT€et 11 2 ttledtum I npac gTter 2t t 1ILow ant{raCt)'Tier 31 2 t1Ttf,rh 9m`pa!t IT er 1} T { R 4T lN.him act Tier 1} 2 Med-u n irn a[t Ttar W iH,yh it pail IT€er 1} ZDr�d•um Imract{Tier ZI 3Loiti impact.�77e 31 € t.t .9. .roP...._.... .. d. .! .... . .. 6 C ...... ! [„# ?1Pta nt�SaCt T 3 Law Inw at 9„ p f zz { t 3�Law Imiaci dTter 3t � l-urn I e<2i t Iae}3t t 8... _..,,,., �.. ...._.,... Project Title 1815 Krig 5t-Barn wf UncondiNapi�irl Basement Repod date; 30103,174 Project Tits 1015 King St-darn wt 000M111:ionett l3 3sfstt7ent Rksport Mtr;: 10?08174 Projoct-ITIP;1615 King 5t,Barrn w'Uncondltioned Basement 3tepnrt data 10,rDF174 Prciert Tltle:1t115 King St•Barn wt Uncancitioned Baserent Report date; 10108/24 Data filename Pages at 9 Data filename. Panes 6 of 9 Data hlenarne: Pane r cf 9 Da'a lliename- Page S of 9 CIVIL ENGINEER: Sactlun Flans i'Jerttled field Verified a FinalImsgtatttanProvixlane value val..a Campl€as? CammentndAssumptiass ■ �® .1® 2018 11 YOUNG ASSOCIATES 3013 Manerracturer ma^:-ale for Q:.amPiir4 P.equirement will be met ltritsl^ mecranical ana waterneating dtkaroNot i � 400 OSTRANDER AVENUE syS,teitis have been providrt flNal 0kr.rrwa*: f l i c i CCertificate RIVERHEAD, NY 11901 D`a`o+t Appli[dt>a Additional CommentsdAssumptirnsa 631 727 2303 r STRUCTURAL ENGINEER: °'__ _ Above-Grade Wail 2'1.Rt Below-Grade Walt 0.00 Floor M" EVAN AKSELRAD ARCHITECT ENGINEER Coiling/Roaf dg_gG Ductwork(unconditioned spaces): NEW YIORK, NY 10017 0.¢ 917 689 0301 Window Doer MEP ENGINEER: floating System. - — DILANDRO ANDREWS ENGINEERING Cooling System: „„ 158 COUNTY ROAD 39, SUITE 10 Water Heater. SOUTHIAMPTON, NY 11968 !lame: Date: 631259 3959 Comments ARCHITECT: GLUCKMAN TANG 250 HUIDSON STREET, SUITE 306 NEW YORK, NY 10013 212 929 0100 NYSTROM RESIDENCE - BARN 1815 KING STREET, ORIENT,INY 11957 PROJECir NUMBER:23006 �1INil�lt trnc:aet(Tier 1} �& t4ed,un=ImgaCt rTier 2l �3 ILoia impatt{Ter 3i „_ � prolectT11e.1®1SKingSt-Barn niUtCofltlition�[#Basement Reportdate: 10.+R33,74 ENERGY Data filename: Pate 9 o' 9 COMPLIANCE SEAL&SI�RED DATEARt^ SCALE:6/S NOT4 c �/ SCALE:AS NOTED r�J 0 Cl DRANM:EE f9�F013751,1 y�� OF NEB A056 ©Copyright Gluckman Tang Architects I GENERAL NOTE: \ ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, \ \ \ ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG \ I \ \ 60'SETBACK ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, \ DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN I \ \ 60'SETBACK \ CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE I MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, \ \ FIRM,OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT 4 4 UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN I A260 \ \ \ I A260 \ \ \ TANG ARCHITECTS. I \ 6 \ A260 I 6 \ \ I \ \A260 \ NO. DATE SUBMISSION HOSE BIB I 20'-0" \ \ 1'-10" 20'-0" CONCRETE PAD 12'-0"� 6/7/2024 BLDG PERMIT " � (BY POOL VENDOR) 10 1 10/11/2024 DOB AMENDMENT 1 10 -5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IrI \ I GF11 FtT \ I I \ II I I ----------- lflD \ \ I I \ \ \ I TYPICAL FLOOR ASSEMBLY I G I I \ TOP TO BOTTOM: 3"CONCRETE TOPPING SLAB \ l i i I I 1"DEEP METAL DECK UF1X-24 GAUG4 I 12,116 STEEL JOISTS 16"OC II I I I I I I I SCREEN I I I I OVERHEAD DOOR —► i c� I I II I I z li I t LU o CONCRETE PAD I 150 i i o I I STORAGE I i o I i I 19'-10"x 18'-4" I I I I I I I I I 251 I I I I I OPEN TO STORAGE I I I I BELOW - I I 19'-9"x 8'-9" I I I I I I I I I I NON-CLIMATIZED I I SPACE I I I �— EDGE OF CLG ABOVE I I I I I II I I I Up qpI i I I FI II p I I I Ib I ALI I o = I I �� ALI I �' 2 II 2 I ; 5 - 5 A260 I ; I A260 A260 I ; ° A260 I I I I LL I N CIVIL ENGINEER: I I M = I I EDGE OF CLG ABOVE YOUNG ASSOCIATES 400 OSTRANDER AVENUE RIVERHEAD, NY 11901 631 727 2303 I I 151 I rn I i a, i STORAGE I 14'-7"x 18'-4"I I STRUCTURAL ENGINEER: II II I I EVAN AKSELRAD ARCHITECT ENGINEER I ' 250---] 860 UN PLAZA STORAGE M I ; NEW YORK, NY 10017 LL 14'-7"x 8'-11" ROOF ABOVE 20'SETBACKC _I I OPEN TO I I 9176890301 BELOW I I I LL I N I I I i MEP ENGINEER: II - - - - - - - - - - - - - - - - �I I I 152 20'SETBACK EQ EQ I WC b DILANDRO ANDREWS ENGINEERING I I - 2-8 x7-7 158 COUNTY ROAD 39, SUITE 10 rT- ir l i I I SOUTHAMPTON, NY 11968 Q I 6 GFI GFI 631259 3959 I I I �,, ARCHITECT: ROOF ABOVE i BIFOLD DQOR ---- 1 I _ " 1 6 10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � GLUCKMAN TANG CUTILITY SINK,DRAIN TO DRYWELL (DOOR OPENING) 250 HUDSON STREET, SUITE 306 NEW YORK, NY 10013 I OUTDOOR SHOWER,DRAIN TO DRYWELL I I2129290100 Al1 WOOD DECK NYSTROM RESIDENCE - BARN I 1815 KING STREET, ORIENT,NY11957 I I PROJECT NUMBER:23006 I I I 20'-0" _ FLOOR PLANS - LEVEL 1 & 2 I I 1 I 1 SEAL&SE RE D �� DATE: 4 SCALE: AS AS NOTED I I A260 .�r n/ l��j,/� DRAwN:Autn°r_. A260 PROJECT N ._.___. ��'© Gl v� ��, TRUE N sr FLOOR PLAN - LEVEL 2 1 FLOOR PLAN - LEVEL 1 1/411 = 1 0 0 4' _ 0" 8' - 0" 16' _ 0" FOFNE� Al 50 _ _........ _ ......._ .. Cc)Copyright Gluckman Tang Architects GENERAL NOTE: \ ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED \ I \ \ TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG \ \ I ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE I \ \ MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, \ 60'SETBACK DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN \ 60'SETBACK I \ CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE I \ \ MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, \ \ \ FIRM,OR CORPORATION FOR ANY USE OR PURPOSE \ WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT 4 \ I UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN A260 \ \ TANG ARCHITECTS. \ I \ \ 6 \ 6 \ I A260 \ A260 \ \ I \ \ NO. DATE SUBMISSION 0'.6" 22'-8" \ \ 6/7/2024 BLDG PERMIT \ 1 10/11/2024 DOB AMENDMENT 1 I I I \ \ I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i 050 � I � I STORAGE I I SLOPE2:12 I I I I I BARN BASEMENT FLOOR� I I I I 6"SLAB ON GRADE I I I I I i 3"COLUMN I REF.STRUCTURAL DWGS � I I I I I I I I I o I ELECTRIC PANEL 2 I 5 A260 I A260 I I I 3"COLUMN REF.STRUCTURAL DWGS L _ I CIVIL ENGINEER: I I I i 2'x6'FOOTING. YOUNG ASSOCIATES REF.STRUCTURAL DWGS 400 OSTRANDER AVENUE RIVERHEAD, NY 11901 I I I , 631 727 2303 I I I STRUCTURAL ENGINEER: EVAN AKSELRAD ARCHITECT ENGINEER I i i 860 UNI PLAZA NEW YORK, NY 10017 I I i SLOPE 5 1/2:12 I I 917 689 0301 I I I I 20'SETBAC I i MEP ENGINEER: 20"SETBACK I i I ' ' DILANDRO ANDREWS ENGINEERING 158 COUNTY ROAD 39, SUITE 10 SOUTHAMPTON, NY 11968 I I _ _ _ -J 631259 3959 i ARCHITECT: 20'-0" GLUCKMAN TANG 250 HUDSON STREET, SUITE 306 NEW YORK, NY 10013 212 929 0100 NYSTROM RESIDENCE - BARN 1815 KING STREET, IORIENT, NY 11957 PROJECT NUMBER:23006 I BASEMENT AND ROOF PLANS -- -- - .............._.__.................. - 1 SEAL&;SI DATE:00712024 A260 D SCALE:As NOTED DRAWN Au hor PROJECT N TRUE N Q�) 2 ROOF PLAN BWM1 ENT 1/4" =: 1'-011 1 1 '-0" OF A 151__ (c>Copyright Gluckman Tang Architects T I TYPICAL ROOF ASSEMBLY OUTSIDE TO INSIDE: TOTAL ROOF R VALUE=50 GENERAL NOTE: EPDM ROOFING MEMBRANE ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, ADHESIVE ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED 112"OSB SHEATHING(R 0.8) TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG 6"RIGID INSULATION(R 26) ® BARN ROOF PEAK ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE ICE AND WATER22' - 0" — MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN 2X12 DIMENSIONAL LUMBER JOISTS 1/2"OSB IN 0. CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE 5 1/2"MINERAL WOOL BATT INSULATION(R 23) MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, C1 (112"PLYWOOD) T.O.ROOF � FIRM,OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT CODE MIN R-VALUE FOR ROOFS:R-49 1 TREAD @ 100"' 10"_ '-+22'-0" 2 RISERS @ UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN = MIN.R-18 TO BE EXTERIOR INSULATION n a u TANG ARCHITECTS. rh _BARN UPPER FLR 10' - 31/2,r BARN LOWER FLR METAL DRIP EDGE 91 _ p" NO. DATE SUBMISSION CONTINUOUS SUBSURFACE BLOCKING � m o 6/7/2024 BLDG PERMIT I 1'-4" 1 10/11/2024 DOB AMENDMENT 1 SOFFIT(MATERIAL TBD) r. BARN MAIN FLOOR of — iI - II- 11= r B�ARN_BMT FLR TYPICAL EXTERIOR WALL ASSEMBLY ` -9' - p" — OUTSIDE TO INSIDE: —I I I I II I II I —III-- I —I I III—IIIIIIIIIt I I—i I IIIII I I I III TOTAL WALL R VALUE=R23+8 EXTERIOR VERTICAL SHIPLAP WOOD SIDING,SEE FINISH SCHEDULE(R 0.8) 6 NORTH-SOUTH SECTION 1X FURRING,DIAGONAL 1/811 = 1'-0" 2"RIGID MINERAL WOOL INSULATION(R 8) SELF-ADHERED VAPOR PERMEABLE WEATHER BARRIER 1/2"OSB SHEATHING(R 0.8) 2X6 WOOD STUDS WITH 51/2"MINERAL WOOL BATT INSULATION(R 23) W1 (112"PLYWOOD SHEATHING(R 0.6)) TYPICAL FLOOR ASSEMBLY TOP TO BOTTOM: FL4(5/4"ENGINEERED WOOD FLOOR) 3/4"SUBFLOOR 2X10 DIMENSIONAL LUMBER,REF STRUCT.DWGS 1X2 FURRING 6 C1(112"PLYWOOD SHEATHING) A260 rh BARN ROOF PEAK _ T.O.LOWER LEVEL 910. 2x10 JOIST,REF STRUCT DWGS ------- - t i � WOOD SCREEN — TYPICAL FLOOR ASSEMBLY I FOR VENTILATION TOP TO BOTTOM; BARN UPPER FLR CIVIL ENGINEER: 3"CONCRETE TOPPING SLAB ® & - 3 1/z !l 1"DEEP METAL DECK UF1X-24 GAUGE 12J16 STEEL JOISTS 16"oc rh BARN LOWER FLR y YOUNG ASSOCIATES �J 9' _ pry SEALANT.BACKER ROD,AND COMPRESSIBLE 400 OSTRANDER AVENUE FLIP UP SINGLE FILLER AT SLAB EDGE,TYP. ' PANEL GARAGE DOOR RIVERHEAD, NY 11901 OUTDOOR SHOWER 631 727 2303 ENCLOSURE r 2'-Owoc �� p��BARN MAIN FLOOR STEEL TRACK -" - STRUCTURAL EN4GINEER: SE F-ADH R D F SIN Q EVAN AKSELRAD ARCHITECT ENGINEER METAL FLASHING 860 UN_ GROUND FL NEW YORK,N 10017 T r •a •_ +0�-p" a: 917 689 0301 ao GRADE rh ELEVATION - EAST _ MEP ENGINEER: • 1'-6" 3/8"BUFF COLORED PEA STONE GRAVEL FILL 5 1/8" = 1'-0" n ELEVATION NORTH 1/8" = 1'-0" DILANDRO AINDREWS ENGINEERING 158 COUNTY ROAD 39 SUITE 10 r CEMENT PROTECTION BOARD _ - SOUTHAMPTON, NY 11968 OUTSIDE TO INSIDE: 631 259 3959 •. = I ( 3"RIGID INSULATION(R 12) WATERPROOF MEMBRANE I— I - DRAINAGE BOARD ARCHITECT: CONCRETE FOUNDATION WALL REINFORCING#4 BARS @ 18"OC GLUCKMAN TANG i ( I (REF STRUCTURAL DWGS.) 250 HUDSON STREET, SUITE 306 WATERPROOF MEMBRANE NEW YORK, NY 10013 3"RIGID INSULATION 212 929 0100 EPDM ROOF A 60 NYSTROM RESIDENCE - BARN VERTICAL T&G BOARD SIDING • a rh BARN ROOF PEAK _ 1815 KING STREET, EARTH BACKFILL W 22' - OwlINSIDE TO ORIENT,NY 11957 -I OUTSIDE:6"CONCRETE LAB,REINFORCED WITH WWF,REF STRUCT DWGS. PROJECT NUMBER:23006 VAPORIMOISTURE BARRIER — CRUSHED STONE BACKFILL,REF STRUCT DWGS. '• •� GRAVEL INFILL EXTERIOR BARN UPPER FLR_ ELEVATIONS AND A. SEALANT.BACKER ROD,AND COMPRESSIBLE 10' - 3 1/2" 1 4 _ FILLER AT SLAB EDGE,TYP. NONSWELLINGWATERSTOP BARN LOWER FLR „ BUILDING d•; ••Q_ -,- 9 - off �� I BIFOLD DOOR SECTIONS r l - •� • • Y i PREFORMED WATERSTOP AND KEY GROUND FL �"�` • -9'-0" OUTDOOR SHOWER ENCLOSURE - __-----._............_...._....._...._._— — ....... --yF,-. •_ -: °. � ', e SEAL&SI DATE:06/07/2024 4„ OUTOODR COUNTER AND SINK .•- •• a' SCALE:AS NOTED •a �.- _ BARN MAIN FLOOR �FRE� ARC DRAWN:Author Ol i :,�`•:- •'' .% ;-_ •.� -,.•• 7� C,k �-�— 4"PERFORATED DRAIN PIPE W/12"OF 3/4"- 1 1/2 GRAVEL WRAPPED IN FILTER FABRIC CONCRETE FOOTING.REFER I TO STRUCTURAL DRAWINGS - I I_ I -I I I I I- 3 111 5 B 111 IRS �9l ELEVATION - WEST n ELEVATION - SOUTH A260 3 TYP WALL SECTION 2 _ 1/8" = 1'-0" --_-_---_....._-._. _aF N �._...-_._._._._-_.._._.__.......... .._....._.._._.____ 3/4 = 1 0 1/8 - 1 -0 (c Copyright Gluckman Tang Architects 50993 'R000 GENERAL NOTE: f)5 k'T ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, �� • ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED '1 TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG 4 4 O�- ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE A260 A260 r MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, 6 6 -1'�'e �U'e- I oo•oo DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN A260 A260 CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, 3 WINDOW WELL FIRM,OR CORPORATION FOR ANY USE OR PURPOSE 21, " HOSE BIB WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN 10'-10" 3 21'-0" 12'-0" TANG ARCHITECTS. - - - - - - - - - - - GFI If d:�4 — — — — — — — � NO. DATE SUBMISSION GFl 6/7/2024 BLDG PERMIT I I I I I TYPICAL FLOOR ASSEMBLY \ ' ' TOP TO BOTTOM: ' ' N 1 10/11/2024 DOB AMENDMENT 1 3"CONCRETE TOPPING SLAB i ; Co 2 11/15/2024 DOB AMENDMENT 2 1"DEEP METAL DECK UF1X-24 GAUGE I 12J16 STEEL JOISTS 16"OC Q 3 12/06/2024 AMENDMENT REVISION I I I I I C)SCREEN I Q BIFOLD DOOR DEC 6 P Le. ! z STORAGE z \ o a CONCRETE PAD r-,,•,.rsw.,_ s..: ,� ..�� 64 O CONCRETE FLOOR o OPEN TO I I BELOW ` STORAGE NON-CLIMATIZED f— EDGE OF f / \ SPACE CLG ABOVE f LL (D I CV I A CO- c GFI I 4 F 9 Q I I 0 I I I I ALIGN M = DN 5 2 DN UP ALIGN °' Z0 2 DN A260 A260 A260 0 I C14 M = I EDGE OF CLG ABOVE " WINDOW WELL BUILDING AREA:945SF i M CIVIL ENGINEER: ' YOUNG ASSOCIATES 400 OSTRANDER AVENUE ' N RIVERHEAD, NY 11901 I I ; 631 727 2303 151 I I 250 I �' STORAGE CONCRETE FLOOR STRUICTURAL ENGINEER: I STORAGE I I I EVAN AKSELRAD ARCHITECT ENGINEER OPEN TO 860 UN PLAZA BELOW ' , I I , I NEW YORK, NY 10017 ROOF ABOVE ►� 9176890301 — —— — — — — — — — — — — — — — — �? MEP ENGINEER: RKC DILANDRO ANDREWS ENGINEERING IAu I I I I I re I IIT 3'-6"X ra" 158 COUNTY ROAD 39, SUITE 10 Q SOU!THAMPTON, NY 11968 I f � 631 259 3959 GFI GFI I I I ARCHITECT: RO)OF ABOVE BIFOLD DOOR 6-10" GLUCKMAN TANG I I I (DOOR OPENING) I 250 IHUDSON STREET, SUITE 306 UTILITY SINK,DRAIN TO DRYWELL NEW YORK, NY 10013 OUTDOOR SHOWER,DRAIN TO DRYWELL i o 212 929 0100 II I I PORCH(WOOD DECKING) NYSTROM RESIDENCE - 2Q PORCH ROOF 12'-0"X 20'-0" AREA:240SF ACCESSORY STRUCTURE A I I 2 NEW FOOTING 2'X 2'X 1'THICK I I 1815 KING STREET, REINFORCE WITH 4#4 BARS EA.WAY _ r - - r - - - r - - ORIENT,NY 11957 I i I I I I I I Q I 6X6 WOOD POSTS I 2 I � � � - f I � � PROJECT NUMBER:23006 I ACCESSORY BUILDING LOT AREA:49,414 SF MAXIMUM ALLOWABLE BUILDING AREA FOR FLOOR PLANS - - - - - - - - - Q ACCESSORY BUILDING(SECTION280-15):1200 SF LEVEL 1 & 2 20'-0" BUILDING AREA: BUILDING:945 SF 1 PORCH:240 SF A260 1 TOTAL BUILDING AREA:1185 SF A260 SEAL&SI ED A DATE:06/07/2024 R/1� SCALE:AS NOTED Gtl� /� DRAWN:Author PROJECT N � ((,� TRUE N 9 I� FLOOR PLAN - LEVEL 2 n FLOOR PLAN - LEVEL 1 211/4" = 1'-0" 1/4" = 1'-0" ql 3751� �� Al 0 4' - 0" 8' - 0" 50 16' - 0" t� OF NEW ©Copyright Gluckman Tang Architects I GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED 4 TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG �60 ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE 6 6 MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, A260 DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE WINDOW WELL MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, F23,. " FIXED WELL Q FIRM,OR CORPORATION FOR ANY USE OR PURPOSE 3 WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN TANG ARCHITECTS. I I I I I I I 1 ; NO. DATE SUBMISSION I I I 6/7/2024 BLDG PERMIT Q 1 10/11/2024 DOB AMENDMENT 1 2 11/15/2024 DOB AMENDMENT 2 3 12/06/2024 AMENDMENT 2 REVISION I I I I I I I I I I I 1 I I I 050 1 I , I STORAGE j1 SLOPE 2:12 1 I 1 I I I 1 I _ BARN BASEMENT FLOOR I I I I 1 I I -9'-0" I I I I I I I I I 1 I 1 6"SLAB ON GRADE I I I 1 i I I I I 3"COLUMN REF.STRUCTURAL DWGS r — — — , I I I I I I 1 0 I I I I Lo I � I I I I I I I [ Q 2 1 1 A260 , 1 UP A26Q 1 1 I ELECTRIC PANEL I I I I 1 I I I I 1 I I 3"COLUMN � _ 1 1 I REF.STRUCTURAL DWGS 1 I 2'x6'FOOTING. 1 3 1 1 E& FI1XED �N WELL i REF.STRUCTURAL DWGS I IINDOW i 11 CIVIL ENGINEER: I 1 YOUNG ASSOCIATES 1 1 400 OSTRANDER AVENUE BUILDING OUTLINE BELO 1 , 1 RIVERHIEAD, NY 11901 I I , 631 727 2303 STRUCTURAL ENGINEER: I I SLOPE 4 1/2:12 EVAN AIKSELRAD ARCHITECT ENGINEER 860 UN PLAZA I I NEW YORK, NY 10017 I I I 917 689 0301 I I 1 1 1 I 1 1 MEP ENGINEER: 1 1 1 I DILANDRO ANDREWS ENGINEERING I I , 158 COUNTY ROAD 39, SUITE 10 - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - I - SOUTHAMPTON, NY 11968 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I 6312593959 ARCHITECT: 7A2 GLUCKMAN TANG 250 HUDSON STREET, SUITE 306 NEW YORK, NY 10013 12 212 929 0100 NYST'ROM RESIDENCE - E73.7y' 4IC PANELS .6" ACCESSORY STRUCTURE 1815 KING STREET, ORIENT,NY 11957 PROJECT NUMBER:23006 BASEMENTAND ROOF PLANS 1 A260 SEAL&S� QC DATE: :ASN2 - CD A/` SCALE:AS NOTED PROJECT N n/ DRAWN:Author t>C GCr TRUE N 9 2 ROOF PLAN n BASEMENT PLAN 1/4" = 1'-0" 1/4" = 1'-0" 0 4' - 0" 8' - 0" 16' _ 0" ql� OF NE� y A151 ©Copyriglht Gluckman Tang Architects TYPICAL ROOF ASSEMBLY OUTSIDE TO INSIDE: TOTAL ROOF R VALUE=50 GENERAL NOTE: EPDM ROOFING MEMBRANE ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, ADHESIVE ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED 1/2"OSB SHEATHING(R 0.8) 0 ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG 6"RIGID INSULATION(R 26) BARN ROOF PEAK ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE ICE AND WATER SHIELD 22'-0" MADE IS EXECUTED OR NOT,THEY WERE CREATED, EVOLVED, 1/2"OSB SHEATHING(R 0.9) DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN 2X12 DIMENSIONAL LUMBER JOISTS CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE 51/2"MINERAL WOOL BATT INSULATION R 23 MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, C1(1/2"PLYWOOD) T.O.ROOF >� FIRM,OR CORPORATION FOR ANY USE OR PURPOSE +22'-0' 2 RISERS @ 7.75"=V-31/2" WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT CODE MIN R-VALUE FOR ROOFS:R-49 1 TREA UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN MIN.R-18 TO BE EXTERIOR INSULATION Q2 1) 0 o TANG ARCHITECTS. BARN UPPER FLR 10'-31/2" �-- METAL DRIP EDGE 9AR0N LOWER FLR d NO. DATE SUBMISSION CONTINUOUS SUBSURFACE BLOCKING 6/7/2024 BLDG PERMIT 1 10/11/2024 DOB AMENDMENT 1 00, 1 -4 SOFFIT(MATERIAL TBD) BARN MAIN FLOOR g 2 11/15/2024 DOB AMENDMENT 2 0'-0" 3 12/06/2024 AMENDMENT 2 REVISION BARN BMT FLR TYPICAL EXTERIOR WALL ASSEMBLY _9'-0" OUTSIDE TO INSIDE: TOTAL WALL R VALUE=R23+8 EXTERIOR VERTICAL SHIPLAP WOOD SIDING,SEE FINISH SCHEDULE(R 0.8) 6 NORTH-SOUTH SECTION 1X FURRING,DIAGONAL 1/8, = 11-0" 2"RIGID MINERAL WOOL INSULATION(R 8) SELF-ADHERED VAPOR PERMEABLE WEATHER BARRIER 1/2"OSB SHEATHING(R 0.8) 2X6 WOOD STUDS WITH 51/2"MINERAL WOOL BATT INSULATION(R 23) W1 (1/2"PLYWOOD SHEATHING(R 0.6)) TYPICAL FLOOR ASSEMBLY TOP TO BOTTOM: FL4(5/4"ENGINEERED WOOD FLOOR) 3/4"SUBFLOOR 2X10 DIMENSIONAL LUMBER,REF STRUCT.DWGS 1X2 FURRING 6 C1 (1/2"PLYWOOD SHEATHING) A260 BARN ROOF PEAK 2 0 -.-T.O.LOWER LEVEL ` +9'-0" — 2x10 JOIST,REF STRUCT DWGS -- T — _ -- FA 1WOOD SCREEN FOR VENTILATION TYPICAL FLOOR ASSEMBLY TOP TO BOTTOM: BARN UPPER FLR CIVIL ENGINEER 3 CONCRETE TOPPING SLAB _ �� u i 1"DEEP METAL DECK UF1X-24 GAUGE 10 31�2 0 I YOUNG ASSOCIATES o 12J16 STEEL JOISTS 16"oc BARN LOWER FLR 3 QQ SEALANT.BACKER ROD,AND COMPRESSIBLE BIFOLD DOOR 400 OSTRANDER AVENUE FILLER AT SLAB EDGE,TYP. 8'-0"X 12'-0"CLEAR OPENING RIVERHEA�D, NY 11901 ANCHOR BOLTS 314" 0 THREADED RODS @ OUTDOOR SHOWER 631 727 230 r-o"Oc BARN MAIN FLOOR ENCLOSURE o STRUCTURAL ENGINEER: STEEL TRACK 0'-0" 1 EVAN AKSELRAD ARCHITECT ENGINEER SELF-ADHERED FLASHING Q 860 UN PLAZA METAL FLASHING GROUND FL _ NEW YORK, NY 10017 917 689 0301 .•.. : GRAD o -0'-6" • ELEVATION - EAST ELEVATION - NORTH MEP ENGINEER: 3/8"BUFF COLORED PEA STONE GRAVEL FILL 5 1/8" - 1'-0" 4 1/8" = 1'-0" DILANDR01 ANDREWS ENGINEERING 158 COUNTY ROAD 39, SUITE 10 CEMENT PROTECTION BOARD SOUTHAMPTON, NY 11968 _ OUTSIDE TO INSIDE: 631259 39,59 3"RIGID INSULATION(R 12) ' WATERPROOF MEMBRANE ARCHITECT: DRAINAGE BOARD CONCRETE FOUNDATION WALL GLUCKMAN TANG REINFORCING#4 BARS @ 18"OC 250 HUDSON STREET, SUITE 306 I: (REF STRUCTURAL DWGS.) WATERPROOF MEMBRANE NEW YORK, NY 10013 3"RIGID INSULATION 212 929 0100 ��: .•`' _ _— EPDM ROOF NYSTROM RESIDENCE - 6 VERTICAL T&G BOARD SIDING A260 ACCESSORY STRUCTURE BARN ROOF PEAK r EARTH BACKFILL 221-011 1815 KING STREET, ORIENT,NY 11957 INSIDE TO OUTSIDE: PROJECT NUMBER:23006 -d• ' ". 'a `•: - 6"CONCRETE SLAB,REINFORCED WITH WWF,REF STRUCT DWGS. •' ' ` I I (= VAPORIMOISTURE BARRIER CRUSHED STONE BACKFILL,REF STRUCT DWGS. i ', I PHOTO VOLTAIC PANELS EXTERIOR a , (32)73.7"X 40.6" - � — GRAVEL INFILL \ Q '•. BARN UPPER FLR 2 ELEVATIONS AND SEALANT.BACKER ROD,AND COMPRESSIBLE d FILLER AT SLAB EDGE,TYP. 1 O'-3112" BARN LOWER FLR BUILDING NONSWELLING WATERSTOP BIFOLD DOOR 9 -0" EC N S I TO S PREFORMED WATERSTOP AND KEY GROUND FL OUTDOOR SHOWER ENCLOSURE - SEAL&SI DATE: 9'-0" d . d ? OUTOODR COUNTER AND SINK �Ep ARC SCALE:AS NOTED • a r • :a" —W. BARN MAIN FLOOR �5�� h'jJ. DRAWN:Author 4"PERFORATED DRAIN PIPE W/12"OF 3/4"- d • . ��O�O = 11/2"GRAVEL WRAPPED IN FILTER FABRIC --I I-III- ( I r ':•: :' .d _ _ _ _ CONCRETE FOOTING.REFER y TO STRUCTURAL DRAWINGS � III-I I k==1 I I -I 3#6BARS IIII—III III—IIIIIIIIIIIIIIIIIII I I- lq� p13 7 51,E yOQ` TYP WALL SECTION 2 ELEVATION - WEST 1 ELEVATION - SOUTH F OF NEB A260 3 3/4" = 1'-0" 1/a - 1 -0 1/a - 1 -0 ©Copyright Gluckman Tang Architects INTERIOR EXTERIOR FLUSH DOOR TRACK SILL FOR BI- FOLD DOORS STONE SILL STAINLESS STEEL SILL PAN FLASHING INTEGRAL STAINLESS STEEL SILL LINEAR TRENCH DRAIN,P-09 INTERIOR CONC.SLAB ON DECK(SEE GRAVEL STRUCTURAL) CONC.SLAB ON GRADE(SEE STRUCTURAL) Q ° ° ° a ° ° a ° ° d rt DEC' 4 ° ° ° ° °• Q ° 4 4 4 ° a ° ° ° BIFOLD DOOR SILL DETAIL J 3' = 1'_U 11/25/24 PROJECT NO.23006 1 NYSTROM RESIDENCE-BARN BIFOLD DOOR SILL DETAIL C,L_tIC KI'lttrl Tg."<(-� GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG r4-"� 4 ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE A260 A260 MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, 6 6 DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN Q A260 CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE A260 4 MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, g WINDOW WELL FIRM,OR CORPORATION FOR ANY USE OR PURPOSE 21 0" WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT A 21'-0" HOSE BIB 12'-0" UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN 10'-10" TANG ARCHITECTS. I I I I I 6 GFI NO. DATE SUBMISSION I I I I I I I I I I 6/7/2024 BLDG PERMIT 1 I I I I I TYPICAL FLOOR ASSEMBLY TOP TO BOTTOM: N 1 10/11/2024 DOB AMENDMENT 1 3"CONCRETE TOPPING SLAB 2 11/15/2024 DOB AMENDMENT 2 1"DEEP METAL DECK UF1X-24 GAUGE 12,116 STEEL JOISTS 16"OC Q 3 12/06/2024 AMENDMENT 2 REVISION I I I I - -- ---------- - - — - 4 6/27/2025 AMENDMENT 3 I I I I I I I I I SCREEN —d 3 4 BIFOLD DOOR 150 z STORAGE z REINFORCED q LU GRASS PATIO AT 04 0 GRADE CONCRETE FLOOR o OPEN TO I I I I I BELOW STORAGE ' ' ' I I I I I I I NON-CLIMATIZED i— EDGE OF --- - - - - - - --- -- SPACE CLG ABOVE LO I I I I LL I N GFI Q 4 - - - - - - O o ALIGN I � 4 5 M = DN 5 2 \ DN UP ALIGN 2 DN A260 A260 — A260 I n, M = EDGE OF CLG ABOVE BUILDING AREA:945SF M CIVIL ENGINEER: WINDOW WELL I YOUNG ASSOCIATES 400 OSTRANDER AVENUE N RIVERIHEAD, NY 11901 N 631 727 2303 151 250 " STORAGE CONCRETE FLOOR STRUCTURAL ENGINEER: STORAGE EVAN AKSELRAD ARCHITECT ENGINEER 860 LIN PLAZA OPEN TO I BELOW I ' I ' NEW YORK, NY 10017 ROOF ABOVE 917 68'9 0301 -c _ MEP ENGINEER: VR ° DILANDRO ANDREWS ENGINEERING 3'-6"xT-7" 158 COUNTY ROAD 39, SUITE 10 Q SOUTHAMPTON, NY 11968 631 259 3959 I Q I Gfl GFI I 1 ARCHITECT: ROOF:ABOVE BIFOLD DOOR 6-10" GLUCKMAN TANG (DOOR OPENING) 250 HUDSON STREET, SUITE 306 UTILITY SINK,DRAIN TO DRYWELL NEW YORK, NY 10013 I i I OUTDOOR SHOWER,DRAIN TO DRYWELL 212 929 0100 0 � I Q CV PORCH(WOOD DECKING) NYSTROM RESIDENCE - � Q PORCH ROOF --- - 12-0' X20-0 ' AREA:240SF ACCESSORY STRUCTURE I I I Q2 NEW FOOTING 2'X 2'X 1'THICK 1815 KING STREET, - - - - D f I ' REINFORCE WITH 4#4 BARS EA.WAY I , , I I I L� � ORIENT, NY 11957 Q 6X6 WOOD POSTS _n _ ❑ 1:I PROJECT NUMBER:23006 T1----- - -I--- - ---- ---- ACCESSORY BUILDING JUL ,. 9 LOT AREA:49,414 SF MAXIMUM ALLOWABLE BUILDING AREA FOR FLOOR PLANS - - - - - - - - - - - - - - - - - - - - J ACCESSORY BUILDING(SECTION 280-15):1200 SF Fug►d;n�Depsf n, LEVEL 1 & 2 ZOWn of 20'-0" 3 BUILDING AREA: Southold BUILDING:945 SF PORCH:240 SF 1 1 TOTAL BUILDING AREA:1185 SF A260 A260 SEAL&Sl�RED ARC DATE: A4 SCALE:ASS NOTED . �� i1 1 n/ DRAWN:Author PROJECT N �� 1)(�C�(C TRUE N 9 2 FLOOR PLAN - LEVEL 2 n FLOOR PLAN - LEVEL 1 -0" 1/411 11-011 0 4' — 0" 8' — 0" 16' — 0" f�TF /51�1 A1 50 ©Copyright Gluckman Tang Architects GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG 4 ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE A260 6 6 MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, A260 DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN A260 CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE PREFABRICATED WINDOW WELL Q4 MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM,OR CORPORATION FOR ANY USE OR PURPOSE 23'-8" REDI-EXIT EGRESS WINDOW A WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT CASEMENT IN-SWING 31"W X 40"H UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN CLEAR AREA:6.01 SF(MIN.5.7 SF) TANG ARCHITECTS. - - — — — — - - - - - - - - - - , - - — — — — — — — — � 1 — 1 NO. DATE SUBMISSION L -8" 1 6/7/2024 BLDG PERMIT 1 ; 1 10/11/2024 DOB AMENDMENT 1 2 11/15/2024 DOB AMENDMENT 2 3 12/06/2024 AMENDMENT 2 REVISION 4 6/27/2025 AMENDMENT 3 ' I 1 I � I 1 ' I 1 I � I I 1 ' F 050 � 1 i STORAGE 1 1 i i SLOPE 2:12 1 ' 1 i BARN BASEMENT FLOOR i I I —---- 1 1 -9'-0" 1 I � I I I I I I I I 6"SLAB ON GRADE I I I I 3"COLUMN I I REF.STRUCTURAL DWGS I I I b I 1 v ' A' 5 I I I � I UP 2 1 1 A260 ' ELECTRIC PANEL 1 1 I I 3"COLUMN I 1 I I REF.STRUCTURAL DWGS I I I I 2'x6'FOOTING. Q�> I REF.STRUCTURAL DWGS 1 1 WI'INDOW WELL 1 1 1 1 Q FI)XED WINDOW i i CIVIL ENGINEER: I � YOUNG ASSOCIATES 400 OSTRANDER AVENUE BUILDING OUTILINE BELO ' ' ; RIVERHIEAD, NY 11901 631 727 2303 STRUCTURAL ENGINEER: 1 SLOPE 4 112:12 ' , 1 EVAN AKSELRAD ARCHITECT ENGINEER 1 860 UN PLAZA ' ; 1 NEW YORK, NY 10017 917 689 0301 I I 1 � , I i MEP ENGINEER: I I DILANDIRO ANDREWS ENGINEERING 1 158 COUNTY ROAD 39, SUITE 10 I I 1 ' SOUTHAMPTON, NY 11968 - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _J 6312593959 ARCHITECT: 21'-0" GLUCKMAN TANG 250 HUDSON STREET, SUITE 306 NEW YORK, NY 10013 212 929 0100 A NYSTROM RESIDENCE - PHOTO VOLTAIC PANELS ( ACCESSORY STRUCTURE 32)73.7"x 4o�.s" 1815 KING STREET, ORIENT,NY 11957 PROJECT NUMBER:23006 BASEMENT AND ROOF PLANS 1 A260 SEAL&.S.I DATE:06/07/2024 RED AR SCALE:AS NOTED DRAWN:Author PROJECT N TRUE N y ROOF PLAN BASEMENT PLAN 2 r 10 lq 0/3 7 51,1 1/4 = 0 4' - 0" 8' _ 0" 16' - 0" �F OF N�Wy Al 51 ©Copyriight Gluckman Tang Architects f TYPICAL ROOF ASSEMBLY OUTSIDE TO INSIDE: TOTAL ROOF R VALUE=50 GENERAL NOTE: EPDM ROOFING MEMBRANE ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, ADHESIVE ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED 1/2"OSB SHEATHING(R 0.8) TO ARE HE PROPERTY OF AND OWNED BY GLUCKMAN TANG ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE 6"RIGID INSULATION(R 26) BARN ROOF PEAK ICE AND WATER SHIELD MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, 22'_0" DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN 1-11-AAA -1 2X12 DIMENSIONAL LUMBER JOISTS 1/2"OSB SHEATHING(R CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE 51/2"MINERAL WOOL BATT INSULATION(R 23) -- MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, C1 (1/2"PLYWOOD) T.O.ROOF FIRM, R CORPORATION FOR ANY USE OR PURPOSE +22'-0" J WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT 2 RISERS @ 7.75"=1'-31/2" UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN CODE MIN R-VALUE FOR ROOFS:R-49 = ` MIN.R-18 TO BE EXTERIOR INSULATION 1 TREAD @ 10" 10"Q o a o TANG ARCHITECTS. M 2 BARN UPPER FLR 10'-31/2" METAL DRIP EDGE 9AR0NNO. DATE SUBMISSION CONTINUOUS SUBSURFACE BLOCKING 6/7/2024 BLDG PERMIT 1' 4" 1 10/11/2024 DOB AMENDMENT 1 - � SOFFIT(MATERIAL TBD) BARN MAIN FLOOR 3 1 2 11/15/2024 DOB AMENDMENT 2 of.0" L 3 12/06/2024 AMENDMENT 2 s - — REVISION co4 6/27/2025 AMENDMENT 3 LO LO BARN BMT FLR TYPICAL EXTERIOR WALL ASSEMBLY .9'.0" OUTSIDE TO INSIDE: TOTAL WALL R VALUE=R23+8 EXTERIOR VERTICAL SHIPLAP WOOD SIDING,SEE FINISH SCHEDULE(R 0.8) 6 NORTH-SOUTH SECTION 1X FURRING,DIAGONAL 1/8" = 1'-0" 2"RIGID MINERAL WOOL INSULATION(R 8) SELF-ADHERED VAPOR PERMEABLE WEATHER BARRIER 1/2"OSB SHEATHING(R 0.8) 2X6 WOOD STUDS WITH 51/2"MINERAL WOOL BATT INSULATION(R 23) W1 (1/2"PLYWOOD SHEATHING(R 0.6)) TYPICAL FLOOR ASSEMBLY TOP TO BOTTOM: FL4(5/4"ENGINEERED WOOD FLOOR) 3/4"SUBFLOOR 2X10 DIMENSIONAL LUMBER,REF STRUCT.DWGS 1X2 FURRING 6 C1 (1/2"PLYWOOD SHEATHING) A260 BARN ROOF PEAK _ NU 22'-0" T.O.LOWER LEVEL — +9'-0" 2xl0 JOIST,REF STRUCT DWGS T " t �r- 1 r --- _-I I - f I - - 1 WOOD SCREEN 12 /" �— r =� FOR VENTILATION TYPICAL FLOOR ASSEMBLY F71 TOP TO BOTTOM: BARN UPPER FLR CIVIL IENGINEER. 3"CONCRETE TOPPING SLAB 10 -3 1/2 = 1"DEEP METAL DECK UF1X-24 GAUGE w 12,116 STEEL JOISTS 16"OC BARN LOWER FLR - --- - - s QQ YOUNG ASSOCIATES 9'-0" 400 OSTRANDER AVENUE SEALANT.BACKER ROD,AND COMPRESSIBLE BIFOLD DOOR FILLER AT SLAB EDGE,TYP. 8'-0"X 12'-0"CLEAR OPENING RIVERHEAD, NY 11901 ANCHOR BOLTS 314" THREADED RODS @ OUTDOOR SHOWER 631 i727 2303 ENCLOSURE + a 2'-0"OC BARN MAIN FLOOR STRUCTURAL ENGINEER: STEEL TRACK 0' on EVAN AKSELRAD ARCHITECT ENGINEER SELF-ADHERED FLASHING 0 860 UN PLAZA METAL FLASHING GROUND FL NEW YORK, NY 10017 +0,o" 917 689 0301 ' a °D GRADE _0'_6" MEP ENGINEER: 3l8"BUFF COLORED PEA STONE GRAVEL FILL 5 ELEVATION - EAST 4 ELEVATION - NORTH 1/8" = 1'-0" 1/8" = 1'-0" DILANDRO ANDREWS ENGINEERING — 158 COUNTY ROAD 39, SUITE 10 CEMENT PROTECTION BOARD SOUTHAMPTON, NY 11968 ' 631 259 3959 OUTSIDE TO INSIDE: 3"RIGID INSULATION(R 12) ` WATERPROOF MEMBRANE ARCHITECT: .•:° — I I I. DRAINAGE BOARD CONCRETE FOUNDATION WALL GLUCKMAN TANG REINFORCING#4 BARS @ 18"OC 250 HUDSON STREET, SUITE 306 (REF STRUCTURAL DWGS.) WATERPROOF MEMBRANE NEW YORK, NY 10013 3"RIGID INSULATION 212 929 0100 r — — EPDM ROOF 6 NYSTROM RESIDENCE - .; VERTICALT&GBOARDSIDING A260 ACCESSORY STRUCTURE { BARN ROOF PEAK 1815 KING STREET, EARTH BACKFILL 'ICU22'-0" ORIENT,NY 11957 0 OUTSIDE: INSIDE PROJECT NUMBER:23006 6"CONCRETE SLAB,REINFORCED WITH WWF,REF STRUCT DWGS. VAPOR/MOISTURE BARRIER CRUSHED S i TONE BACKFILL,REF STRUCT DWGS. PHOTO VOLTAIC PANELS GRAVEL INFILL EXTERIOR Q (32)73.7"X 40.6" BARN UPPER FLR 2 ELEVATIONS AND ° SEALANT.BACKER ROD,AND COMPRESSIBLE 10 _3 1/2 Q pp /± FILLER AT SLAB EDGE,TYP. : . ----- B U I LD I N G — BARN LOWER FLR -- 1 ° NONSWELLING WATERSTOP 91.0" BIFOLD DOOR SECTIONS PREFORMED WATERSTOP AND KEY GROUND FL OUTDOOR SHOWER ENCLOSURE �© SEAL&S1 DATE:O6I0712024 ° . 9'_0" OUTOODR COUNTER AND SINK SCALE:AS NOTED a :`:; a • ° — BARN MAIN FLOOR DRAWN:Author c �� i " 1 j�� - 4"PERFORATED DRAIN PIPE W/12"OF 3/4"- Sir • . _ J 1 1/2"GRAVEL WRAPPED IN FILTER FABRIC CONCRETE FOOTING.REFER TO STRUCTURAL DRAWINGS _ 1=1I I J—: � 3#6 BARS I---I 1 11 1 11 I IIIII 1 11 1 11 1 11 1 11 1 11 1 1 lql �13151'1 yOQ` TYP WALL SECTION ELEVATION - WEST ELEVATION - SOUTH `� OF NEw A260 " = V 3 3/4 -0"' 2 1/8" = V-0" 1 1/8" = 1'-0" c Copyright Gluckman Tan Architects 9 I Bpi 15 Ogg 3 - Roar GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, ��; • ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED i�D E f�D Mi E�'1 F TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG 4 4 //�� ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE _ */2�-11V`. T I h 1�J MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, A260 6 A260 6 J Vo -f OI U� CONNECTION DEVELOPEDANWITH TH S PROJECT AND NONE OF THE ABOVE A260 A260 A MAYBE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, 21'-0" WINDOW WELL FIRM,OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT 21'-0" HOSE BIB 12'-0" UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN 10'-10" TANG ARCHITECTS. I I I I I NO. DATE SUBMISSION GFI 6/7/2024 BLDG PERMIT f TYPICALTO FLOOR ASSEMBLY TOP TO BOTTOM: 1 10/11/2024 DOB AMENDMENT 1 I `� 3"CONCRETE TOPPING SLAB 2 11/15/2024 DOB AMENDMENT 2 1"DEEP METAL DECK UF1X-24 GAUGE! Q I `, 0 ! I I 12J16 STEEL JOISTS 16"OC ! I 3 12/06/2024 AMENDMENT 2 2 REVISION - 1 4 6 27/2025 AMENDMENT 3 5 10/03/2025 AMENDEMNT 4 SCREEN 3 A I ! I I BIFOLD DOOR ►�;� i _ 150 STORAGE z REINFORCED o a GRASS PATIO AT o GRADE CONCRETE FLOOR o 0 OPEN TO BELOW I I f I I 251 r STORAGE ! I I f I CD NON-CLIMATIZED f— EDGE OF - SPACE CLG ABOVE LL I I I I I CD I A LO I ! I I I I A GFI ! 4 Q - - - - - - - I _ ° ALIGN o O DN 5 2 DN UP Cl) 5 2 M = DN A260 A260 A260 IL A260 ° © I I © O EDGE OF CLG ABOVE I I � WINDOW WELL BUILDING AREA:945SF CIVIL ENGINEERI ! I I I I - -= YOUNG ASSOCIATES 400 OSTRANDER AVENUE f RIVERHEAD, NY 11901 - N 0 5 631727 2303 HEATING DISABLED ON 151 250 " SPLIT SYSTEM UNITS INI Q POOL HOUSE CONCRETE FLOOR STRUCTURAL ENGINEER: STORAGE POOL HOUSE 5 EVAN AKSELRAD ARCHITECT ENGINEER OPEN TO 860 UN PLAZA BELOW I I I I NEW YORK, NY 10017 ROOF ABOVE 917 689 0301 I C) ! I L? -G_- MEP ENGINEER: 1,� 152 J�J WC DILANDRO ANDREWS ENGINEERING ! 3'-6"x T-7" 158 COUNTY ROAD 39, SUITE 10 A SOUTHAMPTON, NY 11968 I I I GFI o GFIAl I 6312593959 ARCHITECT: ROOF:ABOVE BIFOLD DOOR 6'-10" GLUCKMAN TANG (DOOR OPENING) 250 HUDSON STREET, SUITE 306 UTILITY SINK,DRAIN TO DRYWELL NEW YORK, NY 10013 ! OUTDOOR SHOWER,DRAIN TO DRYWELL I , o 212 920 0100 A N I I I PORCH(WOOD DECKING) I A PORCH ROOF - 12'-o"X20'-0" NYSTROM RESIDENCE - AREA:240SF ACCESSORY STRUCTURE A ANEW FOOTING 2'X 2'X 1'THICK 1815 KING STREET, REINFORCE WITH 4#4 BARS EA.WAY ORIENT, NY 11957 I I I ! 1 I A 6X6 WOOD POSTS —n El ❑ PROJECT NUMBER:23006 - - - -- --- — ----� j I I I ACCESSORY BUILDING I I I I LOT AREA:49,414 SF FLOOR PLANS - MAXIMUM ALLOWABLE BUILDING AREA FOR - - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - f ACCESSORY BUILDING(SECTION 280-15):1200 SF LEVEL 1 & 2 20'-0" 3 BUILDING AREA: BUILDING:945 SF PORCH:240 SF A260 TOTAL BUILDING AREA:1185 SF A260 SEAL&SI�RED ARC DC-ALE: /S NOT4 /�/ SCALE:AS NOTED DRAWN:Author PROJECT N TRUE N 9 2 FLOOR PLAN - LEVEL 2 ,� FLOOR PLAN - LEVEL 1 1/4" = 1' / 0" 3151' O 1 4 = 1= -0 - o" s' - o" �6' - o" F�> > 0 4' OF NEB Al 50 ©Copyright Gluckman Tang Architects I