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HomeMy WebLinkAbout50505-Z of souryo`o Town of Southold * * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46483 Date: 09/10/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 305 Narrow River Rd Orient,NY 11957 Sec/Block/Lot: 26.-3-11 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/10/2022 Pursuant to which Building Permit No. 50505 and dated: 04/02/2024 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: Single family dwelling on pilings with first and second floor decks as applied for. The certificate is issued to: Ben Hansen, Christina Hansen Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-15-0045 6/6/2025 ELECTRICAL CERTIFICATE: 50505 03/26/2025 PLUMBERS CERTIFICATION: Herber Plumbing&Heating Corp. 06/25/2025 Aut orize ignature ��oFso�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#: 50505 Date: 04/02/2024 Permission is hereby granted to: Ben Hansen 420 State St Brooklyn, NY 11217 To: Construct newsingle family dwelling on vacant land as applied for,perSCHD&Trustee approvals,and with flood permit,stormwater containment plan and DEC letter of nojurisdiction. (1/9/24Trustee permit expired) (Replaces BP#47663) W /M SAMEN.D.t. es an,ica a, Premises Located at: 305 Narrow River Rd, Orient, NY 11957 SCTM#26.-3-11 Pursuant to application dated 02/10/2022 and approved by the Building Inspector. To expire on 10/02/2025. Contractors: Required Inspections: Fees: PERMIT RENEWAL $1,039.90 ELECTRI $350.00 Total 1436'.40 Building inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50505 Date: 4/2/2024 Permission is hereby granted to: Hansen, Ben 420 State St Brooklyn, NY 11217 To: Construct new single family dwelling on vacant land as applied for, per SCHD & Trustee approvals, and with flood permit, stormwater containment plan and DEC letter of no jurisdiction. (119124 Trustee permit expired) (Replaces BP#47663) At premises located at: 305 Narrow River Rd, Orient SCTM #473889 Sec/Block/Lot# 26.-3-11 Pursuant to application dated 211012022 and approved by the Building Inspector. To expire on 10/2/2025. Fees: PERMIT RENEWAL $1,039.90 Total: $1,039.90 Building Inspector o�SofFn TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE �y • 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#: 47663 Date: 4/11/2022 Permission is hereby granted to: Pascucci, Mildred 429 Highfield Loop Myrtle Beach, SC 29579 To: Construct new single family dwelling on vacant land as applied for, per SCHD & Trustee approvals, and with flood permit, stormwater containment plan and DEC letter of no jurisdiction. At premises located at: 305 Narrow River Rd., Orient SCTM #473889 Sec/Block/Lot# 26.-3-11 Pursuant to application dated 2/10/2022 and approved by the Building Inspector. To expire on 10/1112023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO-NEW DWELLING $50.00 Flood Permit $100.00 Total: $1,854.80 �\ Building Inspector OF SO(/��Ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road VQ P.O.Box 1179 G • �� Southold,NY 11971-0959 'O BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Ben Hansen Address: 305 Narrow River Rd City: Orient St: NY Zip: 11957 Building Permit#: 50505 Section: 26 Block: 3 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Indoor r.' Basement F Service Solar F Outdoor 1 st Floor W' Pool r Spa r Renovation 1- 2nd Floor r' Hot Tub F Generator F Survey 1- Attic rr-1 Garage Battery Storage r INVENTORY Service 1 ph r Heat Duplec Recpt 55 Ceiling Fixtures 26 Bath Exhaust Fan 4 Service 3 ph r Hot Water GFCI Recpt Wall Fixtures 16 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 11 CO Detectors Sub Panel 100A A/C Blower 9 Range Recpt 50A Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 2 Dryer Recpt 30A Emergency Strobe [:] Heat Detectors Disconnect Switches 46 4'LED Exit Fixtures Other Equipment: Fridge, Oven, DW, Hood, 36' Track Lighting, (2) Minisplits w/ (9) Blowerheads, 200A Panel w/40 Circuits / 30 Used, 100A Sub 12 Circuits / 5 Used Notes: Two Story House Inspector Signature: X Date: March 26, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 305NarrowRiverHouse .i Town Hall Annex XQ y Telephone(631)765-1802 54375 Main Road = P.O. Box 1179 slcm x Southold, NY 11971-0959 �+ �. dal � �•�4`rs r.."I F BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:_ Building Permit No. Owner: (Please print) Plumber: (Please print)`) 1 certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before nlc this 7 day of 20 7 j Notary Public, .wFr/k County m R IRENE JOROENIEN NOTM[I PI1eUG,SUITE OF NEw Y Mt IN,O1d010�S'JI CwlMed In 8~cow Co 1 U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No.1660-0008 Federal Emergency Management Agency Expiration Date:OMO/2026 National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Copy all pages of this Elevation Certificate and all attachments for 1 community official, 2 insurance agent/company,and 3 building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name: Christine and Ben Hansen Policy Number: mz. t3unuing street muuress trncwuing rapt.,unit,auue,anuior otuy.imu./ur r.u.route anu oox 305 Narrow River Road Company NAIC Number: Alit City: Orient State: NY ZIP Code: 11957 A3. Property Description(e.g.,Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: 1000-26-03-11 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.): Residential A5. Latitude/Longitude: Lat. 41.131644 Long. -72.295074 Horizontal Datum: ONAD 1927 0NAD 1983 0WGS 84 A6. Attach at least two and when possible four clear photographs(one for each side)of the building(see Form pages 7 and 8). A7. Buildinq Diaqram Number: 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): sq.ft. b) Is thereat least one permanent flood opening on two different sides of each enclosed area? UjYes r-.,;No QN/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A8.c: sq.in. e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): sq.ft. f) Sum of A8.d and A8.e rated area(if applicable-see Instructions): sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: sq.ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? CIYes ONo ON/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A9.c: sq.in. e) Total rated area of engineered flood openings in A9.c(attach documentation-see Instructions): sq.ft. f) Sum of A9.d and A9.e rated area(if applicable-see Instructions): sq.ft. SECTION B-FLOOD INSURANCE RATE MAP (FIRM)INFORMATION B1.a. NFIP Community Name: Southold B1.b. NFIP Community Identification Number. 360813 B2.County Name: Suffolk B3.State: NY B4.Map/Panel No.: 0068 B5.Suffix: H B6.FIRM Index Date: May 4, 1998 B7.FIRM Panel Effective/Revised Date: Sept.25,2009 B8.Flood Zone(s): Zone AE B9.Base Flood Elevation(s)(BFE)(Zone AO,use Base Flood Depth): 6' B10. Indicate the source of the BFE data or Base Flood Depth entered in Item B9: OFIR FIRM Or:nmmnnity nPtgrnninP.d Other: B11. Indicate elevation datum used for BFE in Item B9: ONGVD 1929 XNAvn 1 ARR 00ther/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? O'hYes Ix'No Designation CICBRS COPA B13. Is the building located seaward of the Limit of Moderate Wave Action LiMWA? OYes (RNo FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 2 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route.and Box No.: FOR INSURANCE COMPANY USE 305 Narrow River Road City: Orient State: NY ZIP Code: 11957 Policy Number: Company NAIC Number: SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ElConstruction Drawings' OBuilding Under Construction* (uFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,AO,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO, A99.Complete Items C2.a—h below according to the Building Diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a)through h)below. (,3NGVD 1929 �`�-'NAvn 1QRR (30ther. Datum used for building elevations must be the same as that used for the BFE.Conversion factor used? OYes QNo If Yes,describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor(including basement,crawlspace,or enclosure floor): 8.5' IN, feet O meters b) Top of the next higher floor(see Instructions): 18.2' U feet 0 meters c) Bottom of the lowest horizontal structural member(see Instructions): 6.0' tX� feet U meters d) Attached garage(top of slab): 0 feet 0 meters e) Lowest elevation of Machinery and Equipment(M&E)servicing the building (describe type of M&E and location in Section D Comments area): 0 feet O meters f) Lowest Adjacent Grade(LAG)next to building: C)tNatural ):iFinished 2.58' 0 feet meters g) Highest Adjacent Grade(HAG)next to building: ONatural R_Finished 8.25' 0 feet meters h) Finished LAG at lowest elevation of attached deck or stairs,including structural support: 0 feet meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by state law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? CiYes M.No ®Check here if attachments and describe in the Comments area. Certifier's Name: Ben Hansen License Number. 028510 Title: Architect �t�'�ER►�N t A Ben Hansen Architect Company Name: B �7 Address: 420 State Street ` a City: Brooklyn State: NY ZIP Code: 11217 * 02851��� Date: 06/24/25 Telephone: Ext.: Email: ben@brharchitect.com Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including source of conversion factor in C2;type of equipment and location per C2.e;and description of any attachments): FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 3 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 305 Narrow River Road Policy Number: City: Orient State: NY ZIP Code: 11957 Company NAIC Number: SECTION E—BUILDING MEASUREMENT INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO,ZONE AR/AO,AND ZONE A(WITHOUT BFE) For Zones AO,AR/AO,and A(without BFE),complete Items El—E5.For Items El—E4,use natural grade,if available. If the Certificate is intended to support a Letter of Map Change request,complete Sections A,B,and C.Check the measurement used. In Puerto Rico only, enter meters. Building measurements are based on: OConstruction Drawings* OBuilding Under Construction* OFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. El. Provide measurements(C.2.a in applicable Building Diagram)for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor(including basement, crawlspace,or enclosure)is: Ej feet 0 meters Cabove or Cbelow the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is: 0 feet 0 meters Oabove or Obelow the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),the next higher floor(C2.b in applicable Building Diagram)of the building is: 0 feet 0 meters 0—above or fObelow the HAG. E3. Attached garage(top of slab)is: 0 feet 0 meters Qabove or F.dbelow the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: E3 feet 0 meters C,above or Obelow the HAG. E5. Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No 0 Unknown The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S AUTHORIZED REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without BFE)or Zone AO must sign here. The statements in Sections A,B,and E are com3ct to the best of my knowledge OCheck here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 4 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 305 Narrow river Road Orient NY 11957 Policy Number. City: State: ZIP Code: Company NAIC Number: SECTION G—COMMUNITY INFORMATION (RECOMMENDED FOR COMMUNITY OFFICIAL COMPLETION) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Section A, B,C,E,G,or H of this Elevation Certificate.Complete the applicable item(s)and sign below when: G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, Oengineer,or architect who is authorized by state law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2.a. 0A local official completed Section E for a building located in Zone A(without a BFE),Zone AO,or Zone AR/AO,or when item E5 is completed for a building located in Zone AO. G2.b. OA local official completed Section H for insurance purposes. G3. OIn the Comments area of Section G,the local official describes specific corrections to the information in Sections A,B,E and H. G4. OThe following information(Items G5—G11)is provided for community floodplain management purposes. G5. Permit Number. G6.Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: CNew Construction OSubstantial Improvement G9.a. Elevation of as-built lowest floor(including basement)of the building: Ofeetmatc+rc Datum: G9.b. Elevation of bottom of as-built lowest horizontal structural member. Ofeet r?mp4pm Datum: G10.a. SFE(or depth in Zone AO)of flooding at the building site: Ofeet Datum: --�matrarc G10.b. Community's minimum elevation(or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member. Ofeet Omat,,, Datum: G11. Variance issued? l yes ON, If yes,attach documentation and describe in the Comments area. The local official who provides Information in Section G must sign here.I have completed the information In Section G and certify that it is correct to the best of my knowledge. If applicable,I have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Date: Comments(including type of equipment and location,per C2.e;description of any attachments;and corrections to specific information in Sections A,B,D,E.or H): FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 5 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 305 Narrow River Road - Policy Number: City: Odet State: NY ZIP Code: 11957 Company NAIC Number: SECTION H—BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED)(FOR INSURANCE PURPOSES ONLY) The property owner,owner's authorized representative,or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes.Sections A,B,and I must also be completed.Enter heights to the nearest tenth of a foot(nearest tenth of a meter in Puerto Rico).Reference the Foundation Type Diagrams(at the end of Section H Instructions)and the appropriate Building Diagrams(at the end of Section I Instructions)to complete this section. H1. Provide the height of the top of the floor(as indicated in Foundation Type Diagrams)above the Lowest Adjacent Grade(LAG): a) For Building Diagrams 1A,1B,3,and 5-9.Top of bottom 8.5 i�xfeet Omptpnq ahnvc+tha I Ar, floor(include above-grade floors only for buildings with subgrade crawlspaces or enclosure floors)is: b) For Building Diagrams 2A,2B,4,and 6-9.Top of next 18.2 66feet OmptAm ahnva tha i Ar; higher floor(i.e.,the floor above basement,crawlspace,or enclosure floor),is: H2. Is all Machinery and Equipment servicing the building(as listed in Item H2 instructions)elevated to or above the floor indicated by the H2 arrow(shown in the Foundation Type Diagrams at end of Section H instructions)for the appropriate Building Diagram? GYes ONn SECTION I—PROPERTY OWNER(OR OWNER'S AUTHORIZED REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and H must sign here. The statements in Sections A,B,and H are correct to the best of my knowledge..Note: If the local floodplain management-official completed Section H,they should indicate in Item G2.b and sign Section G. ;Check here if attachments are provided(including required photos)and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Ben Hansen Address: 305 Narrow River Road City: Orient State: NY ZIP Code: 11957 Date: 06/24/25 Telephone: Ext.: Email: ben@brharchitect.com Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 6 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS See Instructions for Item A6 Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE Ju5 Narrow River Rodd Orient Policy Number: City: State: ZIP Code: 957 Company NAIC Number: Instructions: Insert below at least two and when possible four photographs showing each side of the building(for example, may only be able to take front and back pictures of town houses/rowhouses). Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View."Photographs must show the foundation When flood openings are present, include at least one close- up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. Y Front view aglow" June 1,2025 Photo One Caption: Clear Photo One ('_f ,-,:Pit : .,� 31 Side View from Street '!` ' + • February 7, 2025 Photo Two Caption: Clear Photo Two FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 7 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS Continuation Page Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 305 Narrow River Road Policy Number: City: Orient State: NY ZIP Code: 11957 — Company NAIC Number: Insert the third and fourth photographs below. Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View," or"Left Side View."When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. WL From Street Comer Oct 15, 2024 Photo Three Caption: Clear Photo Three Photo Four Photo Four Caption: Clear Photo Four FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 8 of 19 J. Pontieri, P.E., D.P.C. I) 16 Commercial Blvd.,Suite 1A,Medford,NY 11763 Tel:(631)320-1040 Email:office@jp-ce.com JPCE CONSULTING ENGINEERS September29,2022 Kyle Allan Project Manager Chesterfield Associates, Inc P.O. Box 1229 Westhampton Beach, NY 11978 RE: 305 Narrow River Road Orient,NY 11957 Timber Pile Installation Capacity Certification Dear Mr.Allan: J.Pontieri,P.E., D.P.C.Consulting Engineers(JPCE)received pile logs from Chesterfield Associates for the installation of(44)timber piles for the proposed foundation structure at the above referenced address.JPCE reviewed the pile driving equipment and associated blow counts for each of the installed timber piles. The driving equipment utilized by Chesterfield Associates Inc.was the Junttan PM 16 Pile Driving Rig equipped with an HHK 3SL hydraulic impact hammer.The hammer was operating at a minimum energy equivalent to 7,233 foot-pounds.The blow counts for the last foot of each recorded pile were examined. Based upon the foundation plan prepared by Hage Engineering P.C.dated 01/01/2022, 1 hereby certify(43)of the (44) timber piles were installed to a minimum capacity of 20-tons as outlined in the project design drawings. Blows per foot for pile number-two were not recorded in the documents that were provided to JPCE,therefore pile two will not be certified in this letter. Recorded blow counts were utilized and the capacity of the piles was calculated using the Gates formula. Attached to this certification is a pile summary sheet and a pile location plan for reference. Please contact me at(631)320-1040 ext.201 should you have any questions. (�OF NEWY Sincerely, Co p, AN Po,,,,0�Q� J.Pontieri,P.E.,D.P.C. O �••• (/ I_ W C) � Jason A. Pontieri,P.E. NCO 097651 �Q�'� Principal A�OFESSIONP Z;\JPCE\2022 Projects\101-Chesterfield Associates\16.305 Narrow River Rd-Orient\Reports\2022.09.16-JPCE-305 Narrow Rd-Pile Certification Letter.doc J.Pontieri P.E.,D.P.C.—Engineering&Consulting J. Pontieri, P.E., D.P.C. Tel: (631)320-1040 16 Commercial Blvd.,Suite 1A, Medford, NY 11763 Email:office@jp-ce.com Prepared For: Chesterfield Associates Job Location: 305 Narrow River Rd 1/ I Orient, NY J PCE Date Installed : 7/28/2022 CONSULTING ENGINEERS Hammer Wt. : 6614 Ibs Note: n refers to blows per Hammer Energy(1.09'Stroke): 7233 ft-Ibs foot Pile No. Nominal Cap. Final Ft.n Date Installed Nominal Capacity was (kips) (Blows/Ft) 1 104 28 7/28/2022 calculated utilizing 2 N/A 0 _ FWHA Gates Formula 3 106 29 7/28/2022 (AASHTO LRFD Bridge Design Specifications) 4 110 36 7/28/2022 5 114 38 7/28/2022 6 99 30 7/28/2022 ��OF NEw Ya 7 114 38 7/28/2022 CO PLAN PoyT'Q� 8 117 40 7/28/2022 9 115 39 7/28/2022 10 97 29 7/28/2022 m 11 101 31 7/28/2022 2NF097 O 097859 12 117 40 7/28/2022 AR�FESSIONP� 13 108 35 7/28/2022 14 110 36 7/28/2022 15 99 30 7/28/2022 16 110 36 7/28/2022 17 118 41 7/28/2022 18 107 34 7/28/2022 19 97 29 7/28/2022 . 20 99 30 7/28/2022 21 108 35 7/28/2022 22 95 28 7/28/2022 23 99 30 7/28/2022 24 118 41 7/28/2022 25 99 30 7/28/2022 26 99 30 7/28/2022 27 97 29 7/28/2022 28 105 33 7/28/2022 29 110 36 7/28/2022 30 110 36 7/28/2022 31 107 34 7/28/2022 32 97 29 7/28/2022 33 122 37 7/28/2022 J. Pontieri P.E., D.P.C.—Engineering Consulting J. Pontieri, P.E., D.P.C. Tel: (631) 320-1040 16 Commercial Blvd.,Suite 1A, Medford, NY 11763 Email:office@jp-ce.com Pile No. Nominal Cap. Final Ft.n Date Installed (kips) (Blows/Ft) 34 114 33 7/28/2022 35 106 29 7/28/2022 36 1 125 39 7/28/2022 37 130 42 7/28/2022 38 120 36 7/28/2022 39 108 30 7/28/2022 40 128 41 7/28/2022 41 123 38 7/28/2022 42 127 40 7/28/2022 43 120 36 7/28/2022 44 118 1 35 7/28/2022 J. Pontieri P.E., D.P.C.—Engineering Consulting r�� NEW YORK "a�"� (BUILDING ca -`q TECHNOLOGY GNOUP Affidavit Of 2020 NYECCC Compliance Date: 3/25/2025 Inspection Address: 305 Narrow River Road,Orient,NY 11957 This is to Certify that on 3/25/2025 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness:(Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of:3ACH50 Conditioned Floor Area: 2779 Blower Door Test Result: 1466.2 Conditioned Volume: 29325 Leakage in ACH50: 3.00 402.4.1.2 2020 ECCC Compliance: III PASS 403.2.2 Duct Sealing:(Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Heat P Leakage CFM@25: Exempt Supply R-valu.e: ductless Return R-value ductless System 2: HPump Leakage CFM@25: Exempt Supply R-value: ductless Return R-value ductless System 3: Leakage CFM@25: Supply R-value: lReturn R-value Total Combined Leakage: Exempt CFM@25 Leakage Limit: 1 1 111.161 ICFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1 109 Required: 1 58 IMIS07 Compliance Pass Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: PASS HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance.Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 om Baccarella Certification #3587347 607-277-6240 Notice of.independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place,NY 11764 Telephone:631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com 3,05 Narrow Residence 305 Narrow River Road Orient, NY 11957 MANUAL-J,S,&D LOAD CALCULATIONS Prepared By: Fernando Recinos Job Title: Draftsman Signature: Date: September 28, 2023 Xk- olb HEATING + COOLING 11500 OLD SOUND AVENUE MATTITUCK, N`( 11952 (631 ) 298-5527 MR.' k ��b Load Short Form Job: 305 Narrow Res. Date: Sep 28,2023 Entire House By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kclbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design In • • Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 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 air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU 1 249 5271 6937 300 300 AHU 9 244 3887 6124 300 300 AHU 2 179 2744 6595 300 300 AHU 3 166 1464 7008 300 300 AHU 4 196 2615 7794 300 300 AHU 5 178 3586 7579 300 300 AHU 6 700 17836 32727 1600 1600 AHU 7 309 3307 6886 300 300 AHU 8 382 5293 7338 300 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wroalhYsoft" 2023-Sep-28 15:04:12 Right-Su ite®Universal 2022 22.0.07 RSU10077 Page 1 �� ...I'J's1305 Narrow Residence1305 Narrow Res-rup Calc=MJ8 Front Door faces: N Entire House 2601 46003 88415 4000 4000 Other equip loads 0 0 Equip.@ 0.95 RSM 83994 Latent cooling 24029 TOTALS I 2601 I 46003 I 108023 I 4000 I 4000 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. V1/ri4ght soft- 2023-Sep-28 15:04:12 „Q r .m,y, .d,,.� Right-Suite®Universal202222.0.07RSU10077 Page ...I Vs\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N Hkolb Load SI101"t Form Job: 305 Narrow Res. Date: Sep 28,2023 AHU 1 By: FR rtEATING�COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(7) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NA Cond MXZ-SM48NA AHRI ref 207699119 Coil MLZ-KP09NA* AHRI ref 207699119 Efficiency 13.3 HSPF Efficiency 12.6 EER, 19.5 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47-F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.87 Capacitybalance point=-1 °F ROOM NAME Area Htg load Gig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 249 5271 6937 300 300 AHU 1 249 5271 6937 300 300 Other equip loads 0 0 Equip. @ 0.95 RSM 6590 Latent cooling 1013 TOTALS I 249 I 5271 I 7603 I 300 I 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti vvrilghts01t' 2023-Sep-2815:04:12 Rig ht-Suite®U niv ersal 20 22 22.0.07 RSU10077 Page 3 vC3'� ...I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N Nkolb Load Short Form Job: 305 Narrow Res. Date: Sep 28,2023 AHU 2 By: FR HEA'a tNG+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(*F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM048NA Cond MXZ-SM048NA AHRI ref 207699121 Coil MLZ-KP09NA* AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.109 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.69 Capacitybalance point=-4°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#2 179 2744 6595 300 300 AHU 2 179 2744 6595 300 300 Other equip loads 0 0 Equip. @ 0.95 RSM 6266 Latent cooling 2969 TOTALS I 179 I 2744 I 9235 I 300 I 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - vvrighi raft, 2023-Sep-28 15:04:12 A,�,.� ,..... ..�,.,,., Right-Suite@ U niversal 2022 22.0.07 RSU10077 Page tR+a ...I'S.M5 Narrow Residence\305 Narrow Res..rup Calc=MA Front Door faces: N ko �b Load Short Form Job: 305 Narrow Res. Date: Sep 28,2023 H>aaalN�:�Tco0I.ING AHU 3 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(*F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NA Cond MXZ-SM48NA AHRI ref 207699121 Coil MLZ-KP09NA* AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47-F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.205 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.69 Capacity balance point=-11 °F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#3 166 1464 7008 300 300 AHU 3 166 1464 7008 300 300 Other equip loads 0 0 Equip. @ 0.95 RSM 6658 Latent cooling 3080 TOTALS I 166 I 1464 I 9738 I 300 I 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri-ghtsoft- 2023-Sep-2815:04:12 Right-SuiteOUniversal202222.0.07RSU10077 Pages �+C� ...I'J's1305 Narrow Residence\305 Narrow Res..rup Calc=MJB Front Door faces: N Nkolb Load Short Form Job: 305 Narrow Res. Date: Sep 28,2023 AHU 4 By: FR HEATtNO t COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NA Cond MXZ-SM48NA AHRI ref 207699121 Coil MLZ-KP09NA* AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47-F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.115 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Capacitybalance point=-5°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#4 196 2615 7794 300 300 AHU 4 196 2615 7794 300 300 Other equip loads 0 0 Equip.@ 0.95 RSM 7405 Latent cooling 2559 TOTALS I 196 I 2615 I 9964 I 300 I 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti 4�_ M/1`l�ghts®ff„ 2023-Sep-2815:04:12 Right-Suite@ Universa1202222.0.07 RSU10077 Page �i ...I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N Hkolb Load Sf1O1"t Form Job: 305 Narrow Res. Date: Sep 28,2023 AHU 5 By: FR H EATING=CClOt.ING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NA Cond MXZ-SM48NA AHRI ref 207699121 Coil MLZ-KP09NA* AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @47°F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.084 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Capacitybalance point=-1 °F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fF) (Btuh) (Btuh) (cfm) (cfm) ZONE#5 178 3586 7579 300 300 AHU 5 178 3586 7579 300 300 Other equip loads 0 0 Equip. @ 0.95 RSM 7200 Latent cooling 1635 TOTALS I 178 I 3586 I 8836 I 300 I 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �nfrigstltsO�Y" 2023-Sep-2815:04:12 r Rig ht-SuiteOO Universal202222.0.07 RSU10077 Page ACa ..:I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N Nkolb Load Short Form Job: 305 Narrow Res. Se Date: Sep 28,2023 AHU 6 By: FR HEATCN.,+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-6527 Email:info@kolbmechanical.com Project Information For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design • • Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM60NA Cond MXZ-SM60NA AHRI ref 207517158 Coil MLZ-KPO12NA(X4) AHRI ref 207517158 Efficiency 12 HSPF Efficiency 13.1 EER,23 SEER Heating input Sensible cooling 33600 Btuh Heating output 54000 Btuh @ 47-F Latent cooling 14400 Btuh Temperature rise 31 °F Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.090 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 Ca pacity ba lance point -18°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#6 700 17836 32727 1600 1600 AHU 6 700 17836 32727 1600 1600 Other equip loads 0 0 Equip. @ 0.95 RSM 31091 Latent cooling 8336 TOTALS I 700 I 17836 I 39427 I 1600 I 1600 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W/rightsoft., 2023-Sep-28 15:04:12 Rig ht-Su ite@)Universal 2022 22.0.07 RSU10077 Page 8 ...I.J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N NkolbAHU Load Short Form Job: Se Narrow Res. Date: Sep 28,2023 7 By: FRt000LING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com ProjectMformation For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM60NA Cond MXZ-SM60NA AHRI ref 207699121 Coil MLZ-KP09NA* AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47-F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.091 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Capacitybalance point=-2°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) ZONE V 309 3307 6886 300 300 AHU 7 309 3307 6886 300 300 Other equip loads 0 0 Equip. @ 0.95 RSM 6542 Latent cooling 1384 TOTALS I 309 I 3307 I 7926 I 300 I 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 1fl7�'1-�9'ItOfC" 2023-Sep-28 15:04:12 � .,. .� .,q,.., Right-SuiteO Universal 2022 22.0.07 RSU10077 Page 9 Zc_x ...I Vs1305 Narrow Residence1305 Narrow Res..rup Calc=MA Front Door faces: N ® k �I b Load Short Form Job: 305 Narrow Res. Date: Sep 28,2023 AHU 8 By: FR HEATING + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NA Cond MXZ-SM48NA AHRI ref 207699121 Coil MLZ-KP09NA' AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47-F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point=6°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#8 382 5293 7338 300 300 AHU 8 382 5293 7338 300 300 Other equip loads 0 0 Equip.@ 0.95 RSM 6971 Latent cooling 1579 TOTALS I 382 I 5293 I 8550 I 300 I 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. " uvr g ht:.Oft•, 2023-Sep 28 15:04:12 Rig ht-Suite®Universal202222.0.07RSU10077 Page10 ACCA ...I'J's\305 Narrow Residence\305 Narrow Res-rup Calc=MJ8 Front Door faces: N ® ko l b Load Short Form Job: 305 Narrow Res. Date: Sep 28,2023 AHU 9 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Information Htg Cig Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model SMX-SM48NA Cond SMX-SM48NA AHRI ref 207699121 Coil MLZ-KP09NA* AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.077 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Capacitybalance point=1 °F ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#9 244 3887 6124 300 300 AHU 9 244 3887 6124 300 300 Other equip loads 0 0 Equip. @ 0.95 RSM 5818 Latent cooling 1473 TOTALS I 244 I 3887 I 7291 I 300 I 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilght soft' 2023-Sep-28 15:04:12 Right-Suite®Universal 202222.0.07RSU10077 Page 11 .C� 05 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N I kolb Building $1$ Y Anal Job: Se Narrow Res. Date: Sep 28,2023 Entire House By: FR HFATING +COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) ff Or Component Btuh/ftz Btuh %of load Walls 2.8 7292 15.9 V1t31Is\ Infiltration Glazing 33.2 25189 54.8 Doors 0 0 0 Ceilings 1.7 2815 6.1 aars Floors 1.7 2759 6.0 Infiltration 2.4 7947 17.3 GIir Ducts 0 0 gs Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 acdm Total 1 1 46003 100.0 Component Btuh/f2 Btuh %of load Walls 0.8 2062 2.3 VwIs Glazing 50.7 38501 43.5 Doors 0 0 0 Ceilings 0.8 1343 1.5 i Floors 0.5 856 1.0 Infiltration 0.4 1233 1.4 ��—�� _Irtard G irs Ducts_ 0 0 Ventilation 0 0 Internal gains 44420 50.2 Blower 0 0 Adjustments 0 Total 1 1 88415 100.0 ats Latent Cooling Load=24029 Btuh Overall U-value=0.099 Btuh/ftl-°F, Window/Floor Area=29.2% WARNING:window to floor area ratio=29.2%-more than 25%. Bold/italic values have been manually overridden -fk- wrightsofV 2023-Sep-2815:04:12 A� -- — Right-Suite@ Universal 2022 22.0.07 RSU10077 Page 1 ...I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N Job: 305 row NkolbAHU Building Analysis Dae: Sep 28r es. 2023 1 By: FR HEATING T COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wetbulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/ft2 Btuh %of load Walls 2.8 693 13.2 WAIs Irfilhalion Glazing 33.9 3348 63.5 Doors 0 0 0 Ceilings 0 0 0 Roos Floors 1.7 412 7.8 Infiltration 2.4 818 15.5 Ali i Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 5271 100.0 °�`� Component Btuh/ft2 Btuh %of load Walls 0.8 196 2.8 NIS Glazing 39.8 3926 56.6 Doors 0 0 0 Ceilings 0 0 0 lr Q3rs Floors 0.5 128 1.8 f Infiltration 0.4 127 1.8 Ducts 0 0 Ventilation 0 0 Internal gains 2560 36.9 Ga�rg Blower 0 0 Adjustments 0 Cis Total 6937 100.0 Latent Cooling Load= 1013 Btuh Overall U-value=0.131 Btuh/ft2--°F, Window/Floor Area=39.6% WARNING:window to floor area ratio=39.6%-more than 25%. Bold/italic values have been manually overridden w1 i�o-7Y�04t" 2023-Sep-2815:04:12 -- ,m Right-Suite®Universal202222.0.07RSU10077 Paget ...I'J's\305 Narrow Residence\305 Narrow Res-rup Calc=MJ8 Front Door faces: N Building Analysis$I$ Job: Se Narrow Res. Date: Sep 28,2023 NkolbAHU 2 By: FR SEATING}COOLING Kolb Mechanical 11500 Old Sound Ave.,Maltituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design, Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/fl:2 Btuh %of load Walls 2.8 678 24.7 Glazing 33.1 1074 39.2 I Infilhation Doors 0 0 0 Ceilings 2.0 46 1.7 Floors 1.7 295 10.8 Infiltration 2.4 649 23.7 Ducts 0 0 Piping 0 0 Roar Humidification 0 0 Ventilation 0 0 caw Adjustments 0 Total 2744 100.0 aaang Component Btuh/ft? Btuh %of load Walls 0.8 192 2.9 VAS Glazing 46.4 1507 22.9 C ` Doors 0 0 0 r Ceilings 1.9 44 0.7 ' Floors 0.5 92 1.4 f Infiltration 0.4 101 1.5 Ducts 0 0 CJa• Ventilation 0 0 Internal gains 4660 70.7 Blower 0 0 hErrd Girs Adjustments 0 Total 6595 100.0 Latent Cooling Load=2969 Btuh Overall U-value=0.078 Btuh/ft2--°F, Window/Floor Area=18.2% Data entries checked. Bold/italic values have been manually overridden wrigrats®ft- 2023-Sep-28 15:04:12 ,:L -••• -• Right-Suite@Universal202222.0.07RSU10077 Page ACCA ...I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N Nkolb Building y Anal $I$ Job: 305 Narrow Res. Date: Sep 28,2023 AHU 3 By: FR iaEATiNO-COOLING Kolb Mechanical 11500 Old Sound Ave.,Maltituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 D- • n: Conditio Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD (°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/112 Btuh %of load Walls 2.8 319 21.8 Glazing 33.1 545 37.3 VVAI Infiltration Doors 0 0 0 Ceilings 2.0 16 1.1 Floors 1.7 275 18.8 Infiltration 2.4 308 21.1 Ducts 0 0 Piping 0 0 ! Raxs Humidification 0 0 Ventilation 0 0 Adjustments 0 Glazing 0her Total 1 1 1464 100.0 Cooling Component Btuh/ftZ Btuh %of load Walls 0.8 90 1.3 Qts Glazing 61.2 1010 14.4 Gay Doors 0 0 0 Ceilings 1.9 15 0.2 Floors 0.5 85 1.2 Infiltration 0.4 48 0.7 Ducts 0 0 Ventilation 0 0 Internal gains 5760 82.2 Blower 0 0 Adjustments 0 IrbTEl Girs Total 7008 100.0 Latent Cooling Load=3080 Btuh Overall U-value=0.068 Btuh/ft2-°F, Window/Floor Area=9.9% Data entries checked. Bold/italic values have been manually overridden -Fk- wrightsoft- 2023-Sep-2815:04:12 1 -• — Right-Suite@ U niversal 2022 22.0.07 RSU10077 Page4 CA ...I'J's\305 Narrow Residence1305 Narrow Res..rup Calc=MJ8 Front Door faces: N 05 Narrow Res. Nkolb BuildingDate: Sep Analysis Job: 3ep28,20 23 AHU 4 By: FR HEATIW,YCOOL'NG Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@koibmechanical.com Project Information For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design C• • • Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) • Component Btuh/ft' Btuh %of load Walls 2.8 531 20.3 Glazing 33.1 1223 46.8 V1k11 Irfiltraficn Doors 0 0 0 Ceilings 2.0 2 0.1 Floors 1.7 324 12.4 Infiltration 2.4 536 20.5 ! Rms Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 oearg Total 2615 100.0 ff • • Component Btuh/ftz Btuh %of load Walls 0.8 150 1.9 Glazing 49.7 1839 23.6 Doors 0 0 0 Ceilings 1.9 2 0.0 ` Floors 0.5 100 1.3 Infiltration 0.4 83 1.1 Ducts 0 0 Ventilation 0 0 Internal gains 5620 72.1 Blower 0 0 IrIlffrd G iirs Adjustments 0 Total 7794 100.0 Latent Cooling Load=2559 Btuh Overall U-value=0.087 Btuh/ft?°F, Window/Floor Area =18.9% Data entries checked. Bold/itallc values have been manually overridden -Fp- wric ht:soft- 2023-Sep-28 15:04:12 Rig ht-Suite@)U niv ersal 2022 22.0.07 RSU 10077� Page 5 Al. ...I'J's\305 Narrow Residence1305 Narrow Res..rup Calc=MA Front Door faces: N Building Analysis Job: Se Narrow Res. Hkolb Y Date: Sep 28,2023 AHU 5 , By: FR HEATING} COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project,Information For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/ftz Btuh %of load Walls 2.8 843 23.5 Glazing 33.1 1620 45.2 WAI Irfiltraticn Doors 0 0 0 Ceilings 2.0 2 0.1 Floors 1.7 294 8.2 Infiltration 2.4 827 23.1 _Boas Ducts 0 0 Piping 0 0 QhEr Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 3586 100.0 °ai"9 Component Btuh/ft2 Btuh %of load Walls 0.8 238 3.1 VAI$ Glazing 55.1 2700 35.6 Doors 0 0 0 Ceilings 1.9 2 0.0 Floors 0.5 91 1.2 Infiltration 0.4 128 1.7 Ducts 0 0 Ventilation 0 0 Irterd G irs Internal gains 4420 58.3 Blower 0 0 Adjustments 0 Qts Total 1 1 7579 100.0 Latent Cooling Load= 1635 Btuh Overall U-value=0.092 Btuh/ft2--°F, Window/Floor Area =27.6% WARNING:window to floor area ratio=27.6%-more than 25%. Bold/italic values have been manually overridden -Fid- wrightsoft- 2023-Sep-2815:04:12 Right-Suite@Universal202222.0.07RSU10077 Page I'J' M5 Narrow Residence%305 Narrow Res..rup Cale=MJ8 Front Door faces: N Building �Anal $I$ Job: Se Narrow Res. N Date: Sep 28,2023 kolbAHU 6 By: FR `SEA 1iINGYCOOLING Kolb Mechanical 11500 Old Sound Ave.,Mallituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/ftz Btuh %of load Walls 2.8 1104 6.2 wall Irdiltraticn Glazing 33.1 12585 70.6 RIMS Doors 0 0 0 , Ceilings 1.7 1177 6.6 Floors 1.7 1141 6.4 / Infiltration 2.4 1828 10.3 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 dating Total 17836 100.0 • • • Component Btuh/ft2 Btuh %of load Walls 0.8 312 1.0 Qta Glazing 54.8 20849 63.7 I Doors 0 0 0 Irk Girl Ceilings 0.8 548 1.7 f' Floors 0.5 354 1.1 Infiltration 0.4 284 0.9 I Ducts 0 0 Ventilation 0 0 Internal gains 10380 31.7 Blower 0 0 Ong Adjustments 0 Total 32727 100.0 Latent Cooling Load=8336 Btuh Overall U-value=0.129 Btuh/ftZ°F, Window/Floor Area=54.4% WARNING:window to floor area ratio=54.4%-more than 25%. Bold/italic values have been manually overridden -Fp- Wrigh�a,fg- 2023-Sep-2815:04:12 't •-•« •--.••---. Right-Suite@ U niversal 2022 22.0.07 RSU1 0077 Page 7 !�- f�,C. ...I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJB Front Door faces: N Nkolb Building YSI$Anal Job: 305 Narrow Res. Date: Sep 28,2023 AHU 7 By: FR HEATING � COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/ftz Btuh %of load Walls 2.8 616 18.6 wail Infiltration Glazing 33.1 1543 46.7 Doors 0 0 0 Ceilings 1.7 519 15.7 Floors 0 0 0 Infiltration 2.4 630 19.0 Ducts 0 0 Calirs Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 aaarKj Total 1 1 3307 100.0 Component Btuh/ftz Btuh %of load Walls 0.8 174 2.5 NIS Glazing 51.7 2413 35.0 Doors 0 0 0 Ceilings 0.8 242 3.5 C Floors 0 0 0 Infiltration 0.4 98 1.4 Ducts 0 0 Ventilation 0 0 Irt3rd Gits Internal gains 3960 57.5 Blower 0 0 Adjustments 0 0e1ir6 4. P Total 6886 100.0 Latent Cooling Load= 1384 Btuh Overall U-value=0.080 Btuh/ftIL°F, Window/Floor Area=15.1 % Data entries checked. Bold/italic values have been manually overridden 1 -Fk wrightsof't- 2023-Sep-2815:04:12 -• — -.•-- Right-Suite®Universal202222.0.07RSU10077 Page ...I'J's1305 Narrow Residence1305 Narrow Res-rup Calc=MJ8 Front Door faces: N Hkolb BuildingSI$ Y Anal Job: S 28,2023 Date: Sepep 28 AHU 8 By: FR HEATING COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattiluck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wetbulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/fi? Btuh %of load Walls 2.8 1481 28.0 Glazing 33.1 1774 33.5 wall Irfilbalicn Doors 0 0 0 Ceilings 1.7 643 12.1 Floors 1.7 17 0.3 Infiltration 2.4 1378 26.0 _0her Ducts 0 0 Piping 0 0 Humidification 0 0 Ceilings Ventilation 0 0 Adjustments 0 Total 5293 100.0ENEW"N °�`� • • Component Btuh/ft2 Btuh %of load Walls 0.8 419 5.7 Vdls Glazing 52.9 2841 38.7 1 Doors 0 0 0 Ceilings 0.8 299 4.1 Floors 0.5 5 0.1 i —Irf��� Infiltration 0.4 214 2.9 Ci�ng Ducts 0 0 Ventilation 0 0 Internal gains 3560 48.5 Blower 0 0 Adjustments 0 Total 7338 100.0 Calia&& IrfilirAtn Latent Cooling Load= 1579 Btuh Overall U-value=0.069 Btuh/ft?°F, Window/Floor Area=14.0% Data entries checked. Bold/italic values have been manually overridden wrightsott` 2023-Sep-2815:04:12 �"� •»••••• •- •• Right-Suite@ U niversal 2022 22.0.07 RSU1 0077 Page AM ...I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N XX ko �bAHUBuilding Sl$ Y Anal Job: 305 Narrow 23 Date: Sep 28023 9 By: FR RENTING _COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Component BtuhN Btuh %of load Walls 2.8 1027 26.4 Doors Glazing 33.01 14700 38.00 v�lS'i Irfilhalim Ceilings 1.7 410 10.6 Floors 0 0 0 Infiltration 2.4 973 25.0 Ducts 0 0 Piping 0 0 OjlirM Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 3887 100.0 Gaing Component Btuh/ftz Btuh %of load Walls 0.8 290 4.7 \MIS Glazing 44.6 1992 32.5 Doors 0 0 0 i Ceilings 0.8 191 3.1 % Floors 0 0 0 Galrg,." Infiltration 0.4 151 2.5 1 Ducts 0 0 Ventilation 0 0 Irb3rd Girs Internal gains 3500 57.2 Blower 0 0 Adjustments 0 lmiail Total 6124 100.0 Latent Cooling Load= 1473 Btuh Overall U-value=0.076 Btuh/ftz°F, Window/Floor Area =18.3% Data entries checked. Bold/italic values have been manually overridden wrightsof - 2023-Sep-2815:04:12 '� •-•- ••-- Right-Suite@)Universal 2022 22.0.07 RSU10077 Page 10 ...I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N Hkolb Pro ect Summa Job: 305 Narrow Res. � � Date: Sep 28,2023 Entire House By: FR H-E.4TING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road,Orient, NY 11957 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 46003 Btuh Structure 88415 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 46003 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 83994 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Tight) Structure 24029 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft') 2601 2601 Equipment latent load 24029 Btuh Volume(ft3) 23412 23412 Air changes/hour 0.32 0.16 Equipment Total Load(Sen+Lat) 108023 Btuh Equiv.AVF(cfm) 125 62 Req.total capacity at 0.70 SHR 10.0 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 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet ail requirements of Manual J 8th Ed. . 4* wrig91tsofY 2023-Sep-2815:04:12 -�•• - - Right-Suite®Universa1202222.0.07 RSU10077 Pagel I'J's1305 Narrow Residence1305 Narrow Res..rup Calc=MJ8 Front Door faces: N NkolbPro ect SummaryJob: Se Narrow Res. AHU 1 Byte: FRp zs,zozs HEATING +COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com I— Project Information For: 305 Narrow Residence 305 Narrow River Road,Orient, NY 11957 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 5271 Btuh Structure 6937 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 5271 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 6590 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Tight) Structure 1013 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftz) 249 249 Equipment latent load 1013 Btuh Volume(tt3) 2240 2240 Air changes/hour 0.34 0.17 Equipment Total Load(Sen+Lat) 7603 Btuh Equiv.AVF(cfm) 13 6 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NA Cond MXZ-SM48NA AHRI ref 207699119 Coil MLZ-KP09NA* AHRI ref 207699119 Efficiency 13.3 HSPF Efficiency 12.6 EER, 19.5 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.87 Capacitybalance point=-1 °F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlg�tsoft" 2023-Sep-2815:04:12 ---- -A Right-Suite®Universa1202222.0.07RSU10077 Paget ACCA ...I'J's\305 Narrow Residence\305 Narrow Res-rup Calc=MJ8 Front Door faces: N Nkolb Pro ect SummaryJob: Se Narrow Res. AHU 2 Byte: FR 28,2023 HEATING +COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattiluck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Promect Information For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 2744 Btuh Structure 6595 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 2744 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 6266 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Tight) Structure 2969 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 179 179 Equipment latent load 2969 Btuh Volume (ft3) 1607 1607 Air changes/hour 0.38 0.19 Equipment Total Load(Sen+Lat) 9235 Btuh Equiv.AVF(cfm) 10 5 Req.total capacity at 0.70 SHR 0.7 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM048NA Cond MXZ-SM048NA AHRI ref 207699121 Coil MLZ-KP09NA* AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.109 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.69 Capacitybalance point=-4°F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -4- wrlghtsoft` 2023-Sep-2815:04:12 - T Rig ht-Suite@Universal202222.0.07RSU10077 Page ..1 Vs\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N NkolbPro a ct Summary Job: 305 Narrow Res.F AHU 3 Byte: R 28,2023 HEATING f COOLING Kolb Mechanical 11500 Old Sound Ave.,Madituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Pronect Information For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Notes: Desiqn Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 1464 Btuh Structure 7008 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 1464 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 6658 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average ' Fireplaces 1 (Tight) Structure 3080 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating , cooling (none) Area(ftz) 166 166 Equipment latent load 3080 Btuh Volume(fP) 1497 1497 Air changes/hour 0.19 0.10 Equipment Total Load(Sen+Lat) 9738 Btuh Equiv.AVF(cfm) 5 2 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NA Cond MXZ-SM48NA AHRI ref 207699121 Coil MLZ-KP09NA* AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.205 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.69 Capacity balance point=-11 °F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Orl- wrigf�tsoft' 2023-Sep-2815:04:12 -^• »- Rig ht-SuiteO U niversal 2022 22.0.07 RSU10077 Page 4 ZCA ...I Vs\305 Narrow Residence\305 Narrow Res-rup Calc=MJ8 Front Door faces: N HkolbPro ect SummaryJob: Se Narrow Res. AHU 4 Byte: FR zs,2023 HEATING COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: 305 Narrow Residence 305 Narrow River Road,Orient, NY 11957 Notes: Design Information, Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 2615 Btuh Structure 7794 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 2615 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 7405 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Tight) Structure 2559 Btuh Ducts 0 Btuh Central vent(0 cfm) - 0 Btuh Heating Cooling (none) Area(ft2) 196 196 Equipment latent load 2559 Btuh Volume (fN) 1761 1761 Air changes/hour 0.29 0.14 Equipment Total Load(Sen+Lat) 9964 Btuh Equiv.AVF(cfm) 8 4 Req.total capacity at 0.70 SHR 0.9 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NA Cond MXZ-SM48NA AHRI ref 207699121 Coil MLZ-KP09NA* AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btu h @ 47°F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.115 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Capacitybalance point=-5*F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wr1lgA�tsoft' 2023-Sep-28 15:04:12 -•� - �, Right-Suite@ Universal 2022 22.0.07 RSU10077 Page 5 ACGX ..I'J 005 Narrow Residence1305 Narrow Res..rup Calc=MJ8 Front Door faces: N N �O Pro ect Summa Job: 305 Narrow Res.F AHU 5 Byte: R 28,2023 HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 3586 Btuh Structure 7579 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment'load 3586 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 7200 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Tight) Structure 1635 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 178 178 Equipment latent load 1635 Btuh Volume(f?) 1598 1598 Air changes/hour 0.49 0.24 Equipment Total Load(Sen+Lat) 8836 Btuh Equiv.AVF(cfm) 13 7 Req.total capacity at 0.70 SHR 0.9 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NA Cond MXZ-SM48NA AHRI ref 207699121 Coil MLZ-KP09NA' AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.084 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Capacitybalance point=-1 °F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigRets®ft� 2023-Sep-2815:04:12 -•�• �-.•� Right-Suite@ Universal202222.0.07 RSU10077 Page ACGX ...I'J'sM5 Narrow ResidencM305 Narrow Res..rup Calc=MJ8 Front Door faces: N NkolbAHU Pro ect Summa Job: 305 Narrow Res. 6 Byte: Sep 28,2023 HGA T IN+3 + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattiluck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Pro"ect Information For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17836 Btuh Structure 32727 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17836 Btuh Use manufacturer's data In Rate/swing multiplier 0.95 Infiltration Equipment sensible load 31091 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Tight) Structure 8336 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 700 700 Equipment latent load 8336 Btuh Volume (ft3) 6300 6300 Air changes/hour 0.27 0.14 Equipment Total Load(Sen+Lat) 39427 Btuh Equiv.AVF(cfm) 29 14 Req.total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM60NA Cond MXZ-SM60NA AHRI ref 207517158 Coil MLZ-KPO12NA(X4) AHRI ref 207517158 Efficiency 12 HSPF Efficiency 13.1 EER,23 SEER Heating input Sensible cooling 33600 Btuh Heating output 54000 Btuh @ 47°F Latent cooling 14400 Btuh Temperature rise 31 °F Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.090 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 Capacitybalance point=-18°F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �-wrigihtsoft^ 2023-Sep-28 15:04:12 -* Rig ht-Suite@ U niv ersal 2022 22.0.07 RSU 10077 Page l I'J 005 Narrow Residence1305 Narrow Res..rup Calc=MJ8 Front Door faces: N Hkolb Pro ect SummaryJob: 305 Narrow Res.F AHU 7 By R 28,2023 HEATING _ COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information. For: 305 Narrow Residence 305 Narrow River Road, Orient, NY 11957 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 3307 Btuh Structure 6886 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 3307 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 6542 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Tight) Structure 1384 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 309 309 Equipment latent load 1384 Btuh Volume(ft3) 2777 2777 Air changes/hour 0.21 0.11 Equipment Total Load(Sen+Lat) 7926 Btuh Equiv.AVF(cfm) 10 5 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric - Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM60NA Cond MXZ-SM60NA AHRI ref 207699121 Coil MLZ-KP09NA* AHRI ref . 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47-F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.091 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Capacitybalance point=-2°F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigR�tsoft� 2023-Sep-2815:04:12 -*-•• Right-Suite®Universal 2022 22.0.07 RSU10077 Page ACGX ...I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N NkolbPro ect SummaryJob: 305 Narrow Res. AHU 8 Byte: FRp 28,2023 HEATING +COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road,Orient, NY 11957 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 5293 Btuh Structure 7338 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 5293 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 6971 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Tight) Structure 1579 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating cooling (none) Area(ftz) 382 382 Equipment latent load 1579 Btuh Volume(ft3) 3438 3438 Air changes/hour 0.38 0.19 Equipment Total Load(Sen+Lat) 8550 Btuh Equiv.AVF(cfm) 22 11 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NA Cond MXZ-SM48NA AHRI ref 207699121 Coil MLZ-KP09NA* AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @47°F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Capacitybalance point=6°F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig�tsoft" 2023-Sep-2815:04:12 - -- -� Right-Suite@ Universal202222.0.07 RSU10077. Page ACGX I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N HkolbPrO @Ct SU1771T1a Job: Se Narrow Res. AHU 9 Byte: FIR za,zozs HEATING +COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 305 Narrow Residence 305 Narrow River Road,Orient, NY 11957 Notes: Desiqn Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 3887 Btuh Structure 6124 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping -0 Btuh Equipment load 3887 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 5818 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Tight) Structure 1473 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftz) 244 244 Equipment latent load 1473 Btuh Volume(ft3) 2196 2196 Air changes/hour 0.42 0.21 Equipment Total Load(Sen+Lat) 7291 Btuh Equiv.AVF(cfm) 15 8 Req.total capacity at 0.70 SHR 0.7 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model SMX-SM48NA Cond SMX-SM48NA AHRI ref 207699121 Coil MLZ-KP09NA* AHRI ref 207699121 Efficiency 11 HSPF Efficiency 12.5 EER, 18.9 SEER Heating input Sensible cooling 6300 Btuh Heating output 12000 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 36 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.077 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point=1 °F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig9itsoft� 2023-Sep-2815:04:12 �- —� Right-SuiteOU niversa1202222.0.07 RSU10077 Page10 ...I'J's\305 Narrow Residence\305 Narrow Res-rup Calc=MJ8 Front Door faces: N ��' Right-JO Worksheet Job: 305 Narrow Res. HEAT4NG�COOI-iN Entire House Date: Sep 28,2023 ,� By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name Entire House AHU 1 2 Exposed wall 375.2 ft 38.6 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 2601.3 fill 248.9 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft.) Load number (Btuhlft"F I (Btuh/ft2) or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt 12F-6sw 0.048 .ne 2.78 0,79 365' 297 827 234 0 0 0 0 �-( iD,c2ow_ ,- _ _ __0.570 .ne .__33:06 _..4.59.. .___.68 _0 _ _._.2259- _ .3047 - 0. 0 - 0:. .0 12F-6sw 0.048 ne 2.78 0.79 211 129 359, 101 77 28 77 22 10B-w 0.600 ne 34.80 24.30 23 0 812, 567 23 0 812 567 11 ��CC�� 1D-c2ow 0.570 ne 33.06 44.59 59 0 1934 2608 26 0 860 1159 \�l 12F-6sw 0 048 se 2 78 6.79 554 298 830 235 0 0 0 0 _G 1Dcc2ow 0.57,0 se.-... 33.06 55.09 ___256 .-,_, 0. _.-_8452:...-_14085 _.A... -0_ .0.. 0 VI/ 12F-6sw 0.048 se 2.78 0.79 424 375 1045 295 197 197 547 155 _ ID-c2ow_..,_ 0.570 se- -33.06._- -55.09 49 _- „0 1620 __2T00_-_ _ _0. _ .__._0 __._.___ 0 0 12F-6sw 0.048 sw 2.78 0.79 471 292 813 230 0 _0 0 0 L-3 1D-c2ow_--. _...- 0:570 -sw- .._33.06 -55.09 __179 ---= - b_ 5907. ,_9843 _- .0 _. .._ .,_0-_..._ ._.0 _0, 12F-6sw 0.048 sw 2.78 0.79 218 151 420 119 74 25 69 20 10B-w 0,600 sw 34.80 29.42 26 0 905 765 26 0 905 765 1_D,-c2ow,_. _0.570 sw .__33.06 __ 55.09 -___41 -._ _ 32 .1759 497 0 A 0 0 ti G i D-c2ow_ 0.570 nw____33.06 __.44.59 _.23 __ 0_ _ .760 _ 1026 _ 0 0 0 0 0 .. 0 12F-6sw 0.048 nw 2.78 0.79 481 446 1241 351 0 0 t-G 1D-c2ow 0.570 nw 33,06 44.59 36 0 1174 1583 0 0 0 0 C . . 18A-38zd _ '.0.029. __.. ._ J.68, 0.78: ._1635. . .1635. 2749 - 1280 ._ 0 _ _.._,. :0 _ '0 ._ 0, ..g part ceilino.- � 0.035 .r_. _..1.93 33_ 33 - -fi6 ,-_63 _ 0. -0 0 0 2.04 F _ : 19A-30bswp ._ . 0.034 _ - . .. 1:65._ ._0.51 967, 967. ,_1600 . .497 249:._.__ 249 412 128 __0.034 _. 1.65 - _ 0.51 700._ 700 _ 1159 .-_---360 ._. 0, _._0 61 c)AED excursion 101 1 1 1 149 Envelope loss/gain 38056 42761 4453 4250 12 a) Infiltration 7947 1233 818 121 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 24 5520 2 460 Appliances/other 38900 2100 Subtotal(lines 6 to 13) 46003 88415 5271 6937 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 46003 88415 5271 6937 15 Duct loads 0% 0% 0 0 0% 0% 0 0 l 271 ar al room load required(c m) I I I 44000I 84000 114151 I I 5300I 6937 300I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L wrlg�tsof t 2023-Sep-28 15:04:12 _ wm ��--•--*•-• Right-Suite@ Universal 2022 22.0.07 RSU10077 Page 1 I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N ��' Right-J® Worksheet Job: 305 Narrow Res. I.IEA'f!�VG+Con�IN,_. Entire House Date: Sep 28,2023 Kolb Mechanical By: FR 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 9 AHU 2 2 Exposed wall 45.9 ft 30.7 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 244.0 ftz 178.5 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'--F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 Vy 12F-6sw 0.048 ne 2.78 0.79 129 96 268 76 6 0 0 0 ___._ 1D-c2ow 0.570 ne __.33.06 -44.59 _ _ . 33_ ___0 1080 -1457 _._ . 0 _- _0 0 12F-6sw 0.048 ne 2.78 0.79 0 0 0 0 134 101 282 80 10B-w 0.600 ne 34.80 24.30 0 0 0 0 0 0 0 0 11 __��-�--GGG _1 D-c2ow 0.570 ne 33.06 44.59 _ -0 _ _0 0 0 33 0 10.74 _1.4.49 12F-6sw 0.048 se 2.78 0.79 105 105. 293 83 0 0 0 0 .1 D-c2ow _ _0.570 -se- _ _33.06. _.55.09 _....0. ....___0 __'_0 _.0 . Val 12F-6sw 0.048 se 2.78 0.79 0 0 0 0 28 28 79 22 G ID-c2ow-__ _ 0.570. -,se 33.06 .5.5.09 _0_ .0 -0- .0 0 _ t/)I 12F�sw 0.048 sw 2.78 6.79 '0 0 0 0 0 0 0 0 C 1D-c2ow_-----_ .- 0.570 sw 33.06 55.09 _ _. 0 -_:_0 _-_.0 0 - 0. - 0 - ---- 0. 12F-6sw 0.048 sw 2.78 0.79 0 0 0 0 0 0 0 0 10B-w 0.600 sw 34.80 29.42 0 0 0 0 0 0 0 0 1 D-c2ow_ 0.570,_sw _ 33.06 -_ 55.09, - _0 Q ,_ . - __ ._ o 0 0 0 0 _._._ o 1y 12F-6sw 0.048 nw 2.78 0.79 179 167 466 132 0 0 0 0 O 1D c2ow 0.570 .nw 33.06 44.59 12. _ 0 - 397 ._ 535 _ 0 0 0 0 12F-6sw 0.048 nw 2.78 0.79 0 0 0 0 114 114 317 90 1D-c2ow 0.570 nw 33.06 44.59 0 0 0 0 0 _0 0 0 C. _. 18A-38zd 0.029 - 1.68 0.78 ._ .__244 244 410 _. .__.191 __. _ 0 -. _. -_ 0 6 _-_ 6 C C part ceilinq. 0.035 7, 2.04 1.93 0 0 0 0 23 23 46 44 F 19A730bswp _ _ ... 0.034_ 1.65.. 6.51 -0 0 0 .0 179 179 296. ._ - 92 19A-30bswo ____- __, _.0.03.4 -_- 1.65 _ _0.51 _-0 61 c)AED excursion 1 01 1 1 1 58 Envelope loss/gain 2914 2473 2095 1835 12 a) Infiltration 973 151 649 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Applianceslother 3500 4200 Subtotal(lines 6 to 13) 3887 6124 2744 6595 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3887 6124 2744 6595 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Air requomdl(cf„) I I 33008871 63001241 I I 2300 7441 I 6300I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. -ii.F wrigz, iof t- 2023-Sep-28 15:04:12 ^�-- - Right-Suite®Universal202222.0.07RSU10077 Page I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N �jAI Right-J® Wolrksheet Job: 305 Narrow Res. \�j Entire House Date: Sep 28,2023 HEAT+R+u+r,r•�:�i ItdG Kolb Mechanical BY FR 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 3 AHU 4 2 Exposed wall 14.5 ft 25.3 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 166.3 ft' 195.6 ft2 Ty Construction U-value Or HTM I' Area (ft°) I Load I Area (ft') Load number (Btuh/fta (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross I N/P/S j Heat I Cool j Gross I N/P/S j Heat Cool - - 6 V�/ 12F-6sw 6.648 ne 2.78' 0.79 0 0 0, 0 0 0 0 0 �C 1D-c2ow._ _ 0.570 ne .. _33.06.: .44.59 0- : 0 - -0.- - 0_ _. .0. 0- _ _ 0 _. . 0 12F-6sw 0.048 ne 2.78 0.79 0 0 0 0 0 0 0 0 10B-w 0.600 ne 34.80 24.30 0 0 0 0 0 0 .0 0 11 1D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 0 0 _ 0 0 Vtf 12F-6sw 0.048 se 2.78 0.79 0 0 0 0 0 0 - 0 0 1O-c2ow.. _w_._0570 -se.: -.33.06 -,55.09 _ a-._0.-. _� . .._ -0 __ 0,,---- _0 __A _. _ 0".. .0. _ .:__,0. 12F-6sw 0.048 se 2.78 0.79 0 0 0 0 114 96 267 75 AD-c2ow- _ 0.670 ,se -_ _33.06 .-_55.09. 0 0_-_- _18 _ ---,0 595 , _992 � 12F-6sw' 0.048 sw 2.76 �0.79 0 - 0 0 0 0 0 0 0 ,1 D-c2ow.--._--,--- .._ 0.570 sw ._33.06 __55.09 ___ __0. ,_0 ... ___ ..0'=..._ -_0 0 ___. --0, --__ .0. - -- .0 Vy 12F-6sw 0.048 sw 2.78 0.79 0 0 0 0 0 0 0 0 I�_j10B-w 0.600 sw 34.80 29.42 0 0 0 0 0 0 0 0 1 D-.c2ow ._ .. -.---- _0.570 sw_.. ._..33.06___ 55.09 _._ .0. A-_..._._ 0,_...____0._._..__ 0. .__ _ 0. � 12 -6sw, 0.048 nw, '2.78 0:79 .': 0 0 0 0 0. 0 0 0 '.1D-c2ow: _-: 0.570 my .-33.06 44.59 ,.0 .0.____.__0_ _ 0 _ .0. -__0 _.._-'_ .-_0 0 11y 12F-6sw 0.048 nw 2.78 0.79 131 115 319 90 114 95 264 75 �C ID-c2ow 0.570 nw 33.06 44.59 17 0 545 736 19 0 628 847 C 18A738zd. __. 0 029 _ ..__,1.68 __ .0.78,_ _ ,0 _0 __0_.. '_0 -- 0� - C-_ Coartceilinq._- - 0.035 _2.04 ___--1.93. _ 16 15. 1 _ .__7 2.. _2 F _ i9A-30bswp. _._ 0.034 1.65`.-._,0.51'. _ _ _166 .166 _275-, ._ 85._.._ .196 196 _ _324 100 .F.. _ . 19A-3,0bswo _ __. 0.034 ..c 165 _0.51 0 0 .._._.__ 00 _ -.0 0 ._ .. ...0 _ 0- 61 c)AED excursion 12741 1 1 1 0 Envelope loss/gain 1155 1200 2080 2091 12 a) Infiltration 308 48 536 83 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 4 920 Appliances/other 5300 4700 Subtotal(lines 6 to 13) 1464 7008 2615 7794 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1464 7008 2615 7794 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load I I I 14641 70011 I I 26151 7794I Air required(cfm) 300 300 300 300 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. wrlgtii�a9 C 2023-Sep-28 15:04:12 r- 4 Right-SuiteOUniversal202222.0.07RSU10077 Page I'J's1305 Narrow Residence1305 Narrow Res..rup Calc=MJ8 Front Door faces: N �t� Right-M WOrksheet Job: 305 Narrow Res. HE-ATt�SC+.+C00LING Entire House Date: Sep 28,2023 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 5 AHU 6 2 Exposed wall 39.1 ft 86.3 ft 3 Room height 9.0 ft 9.0 It 4 Room dimensions 5 Room area 177.5 ft' 700.0 ft2 Ty Construction U-value Or I HTM I Area (ft') I Load I Area (ft') I Load number (Btuh/W_'F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 Val 12F-6sw 0.048 ne 2.78 0.79 0 0 0 0 159 148 412 116 ID-c2ow. _- _ . __ _ 6.570__ne 33.06 __44.59 0 ,_- .._ 0 _. 0.. ;_ 0 12 0. _ 386_ _...520 12F-6sw 0.048 ne 2.78 0.79 0 0 0 0 0 0 0 0 10B-w 0.600 ne 34.80 24.30 0 0 0 0 0 0 0 0 11 1 D-c2ow_ 0.570 ne 33.06 44.59 0 0 0 0 0 0 0 0 W 1211 0.046 se 2.78 0.79 0 0 0 6 252 27 75 21 .0.570_.se.- ._ 33:06 ___55.09. ,_.„0 _.__.,.:._0 0 225--_____0._ _ 7439. ...12396 12F-6sw 0.048 se 2.78 0.79 85 54 151 43 0 0 0 0 _ 1D-c2ow. - .0.570- e_..__33.06 _ _'S5.09 31 --- --0 - -1025 _.1708.__ _.- 0. 0 0 - 0 12F6sw 0.048 sw 2.78 0.79 0 0 0 0 252 108 301 85 AD-c2ow:---_____ _0.570 ..sw 33.06 '.55.09-.._.__.__0......_.. -0--- -.0 .___. _-0 _ .144 0 -. 4761...__ 7933 12F-6sw 0.048 sw 2.78 0.79 144 126 351 99 0 0 0 0 10B-w 0.600 sw 34.80 29.42 0 0 0 0 0 0` 0 0 1D-c2ow_--_. ._- -_0.570_sw_ 3306 __55.09 . _...._16.. 0 595_ 992. ._ ._.._0. _._ ..0 _Q _. --. Vjl 2F-6sw 0.048 nw 2.78 0.79 0 0 0 0 114 114 317 90 { 1D-c2ow__._-_._ _0.570_.nw - :33.06 `44.59 _ 0 .. _..__0_._ ___.0 ... 0 .0- ___.0 .- .0. _.0 Val 12F-6sw 0.048 nw, 2.78 0.79 122 122 341 96 0 0 0 0 I_{^ 1 D-c2ow 0.570 nw, 33.06 44.59 0 0 0 0 0 0 _ 0 _ 0 700 _. _700 1177 548 .0.029._ 1.68 -_0:78 0 _ ._.- _0, _ _ 0 _ 0 Qpartceilrno 0.036 2.04 1.93 1. 1 2 -- 2 _ 0 . ,_...__..-0. _0 F.__._ 19A-30bswp_._ _0.034 1.65 0.5i .;:178 _._-1781._ ._.294. -_ 91 _-_0_.._ ,__-0. .'. __.0 0 -. F_.. .19A30bswo____.__,_.. A034. ___-.. _.__1.65 ___0.51._ -......0.__.____._0 .__._-__ 0_--_ _9. 690 ___690 1141. ... _-354 61 c)AED excursion 101 1 1 0 Envelope loss/gain 1 2759 3031 1 1 16008 22064 12 a) Infiltration 827 128 1828 284 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 6 1380 Appliances/other 3500 9000 Subtotal(lines 6 to 13) 3586 7579 17836 32727 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3586 7579 17836 32727 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Air requomdl(cf ) I I I 33001161 73001 I 579 I 11600I 31600I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. # !ftvn!st_d 2023-Sep-2815:04:12 ^- - Right-Suite@Universal202222.0.07RSU10077 Page AZ 6N ...I Vs\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N ®ko 1 b Right-JO W orksheet Job: 305 Narrow Res. FIE ATtNG+CO J'_ING Entire House Date: Sep 28,2023 By: FR Kolb Mechanical 11500 Old Sound Ave.,Maftituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 7 AHU 8 2 Exposed wall 29.8 ft 65.1 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 308.5 ft2 382.0 ft2 Ty Construction U-valu Or HTM Area (ft') Load Area (ft') Load number (Btuh/fte*F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/PIS Heat Cool Gross NIP/S Heat Cool 6 12F-6sw 0.048 ne 2.78 0.79 77 53 147 42 0 0 0 0 _ 10-c2ow_ __._ 0.570 ne 33.06 - -_44.59 _ -_24- _ 0 -------793__ _ .1070 0 _ 0 _ ------- 0 12F-6sw 0.048 ne 2.78 0.79 0 0 0 0 0 0 0 0 10B-w 0.600 ne 34.80 24.30 0 0 0 0 0 0 0 0 11 1D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 0 0 0 0 Vy 12F-6sw 0.048 se 2.78 0.79 0 0 0 0 197 166 462 131 �-_G.1D-c2ow..._ -... _' _ _._0.570 se_. -33.06 _ .-55.09 _.___. 0,....,_._ -0 .._.__,.--0.:.__ _0 31.. . --0 1014 __..,1689, Il�r 12F-6sw 0.048 se 2.78 0.79 0 0 0 0 0 0 0 0 L_{ 1D-c2ow 0,570 se 33,06 55,09 0 0 jo _ 0 0 0 0 0 V)I 12F-6sw 6.048 sw 2.78 .-0:79 66 43 119 34 153 141 393 Ill 1 D-c2ow. 0:570 sw .33,06 --55.09. _ ---23. - - -- 0.- - --749 - -- 1249 - ---12 0 - _ 397..--_ - 661 V�I 12F-6sw 0.048 sw 2.78 0.79 0 0 0 0 0 0 0 0 I�CGI 10B-w 0.600 sw 34.80 29.42 0 0 0 0 0 0 0 0 1D-c2ow 0.570 sw 33.06 55.09 0 0 0 0 0 0 0 0 ly 12F-6sw 0.048 nw 2.78 0.79 125 125 344 99 236 225 627 177 t G 1 D-c2ow 0:570 _nw 33.06 _ _44.59 0 0 _ 0 .0 1.1 0 364 490 VI/ 12F-6sw 0.048 nw, 2.78 0.79 0 0 0 0 0 0 0 0 L-G 1 D-c2ow 0.570 nw 33.06 44.59 0 0 0 0 0 0 0 _ 0 C . -:_18A-38zd 0.029 , _ 1.68, _ - - -_-O.ZB. 309 ._ _.309 ._._ ._5 19 242- . .__ ---382 382 : 643 299 C C Dart ceilina. 0.035 2.04 1.93 0 0 0 0 0 0 0 0 F 19A-30bswp _ _ 0.034 -1.65 -_ -0.51. .--0 _ _ _ 6 0 .0 F 19A-30bswD_ - - - - 0.034 1.65 _.. ..0.51 - 0 0 - -----Q... 0 -- -11 11 61 c)AED excursion 1 1 941 1 1 1 0 Envelope loss/gain 2677 2828 3916 3564 12 a) Infiltration 630 98 1378 214 b) Room ventilation 0 0 0 0 13 Internal gains: 06cupants @ 230 2 460 2 460 Appliances/other 3500 3100 Subtotal(lines 6 to 13) 3307 6886 5293 7338 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3307 6886 5293 7338 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total roam load I I I 3307 6886I I I 52931 7338I Air required(cfm) 300 300 300 300 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1�.1 wrig�tofC 2023-Sep-2815:04:12 - - Right-Suite@Universal202222.0.07RSU10077 Pages ...1'J's1305 Narrow Residence1305 Narrow Res..rup Calc=MJ8 Front Door faces: N k��� Right-JO WOrkSheet Job: 305 Narrow Res. HE AT IN AHU 1 Date: Sep 28,2023 Ta By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 1 ZONE#1 2 Exposed wall 38.6 ft 38.6 It 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 248.9 ft 5 Room area 248.9 ft' 248.9 ft2 T Construction U-value Or HTM Area ft' Load Area ft' Load Y number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-6sw 0.048 ne 6.60 0.00 0 0 0 0 0 0 0 0 1D-c2ow __-- 0.870 .ne .0.00 0.00_._ _. .__0 0..__ 0 - 0 -- 0 -0'-- 0 _0- 12F-6sw 0.048 ne 2.78 0.79 77 28 77 22 77 28 77 22 ID -w 0.600 ne 34.80 24.30 23 0 812 567 23 0 812 567 I'llt.:GGG2 1D-c2ow 0.570 ne 33.06 44.59 26 0 860 1159 26 0 860 1159 Vy 12F-6sw 0.048 se 0.00 0.00 0 0 0 0 0 0 0 0 1D7c2ow-._.__.. _ __0.570 .se- _....0.00 -: _0.00 z.___;__0.._m. ...-0 .---_ 0 0.. ._ __0 _ ___ ..0 Val 12F-6sw 0.046 se 2.78 0.79 197 197 547 155 197 197 547 155 ___ _. 1D-c2ow .-- - 0.570 . se- _0.00 _ . 0.00._._.. -0 -_0 0 0 _. --0 --0. 12F-6sw 0.048 sw. 0.00 0.00 0 0, 0 0 0 0 0 0 G -1D-c2ow-_- _ .-- _0.570 sw_._. ...0.00 0.00 ._0. _- ..-0 .. _.: ._.0 ..--_.0 -0, _---- --0 _ --- -0 0 Vll 12F-6sw 0.048 sw 2.78 0.79 74 25 69 20 74 25 69 20 L�{G 10B-w 0.600 sw 34.80 29.42 26 0 905 765 26 0 905 765 ID-c2ow 0.570 sw 33.06 55.09 23 0 771 1285 23 0 771 1285 12F-6sw 0.048 nw 0.00 0:00 0 -0 0. 0 0 0 0 0 t-G _1D-c2ow ______ 0.570 nw, _0.00 . ._0.00 _0 0 .0 0 _ 0 _ _ 0 -0 6 vie 12F-6sw 0.048 nw 0.00 0.00 0 0 0 0 0 0 0 0 �--( 1 D-c2ow 0.570 nw 0.00 0.00 0 . 0 0 0 0 0 0 0 .C_ .. 18A,38zd 0.029 .r 0:00 _0.00 _ . 0 0,- 0 __ 0 0. -0` --__ C _._ C part cei(ina.-� _ .__-, 0.035 .-- 0.00- _._0.00.__._ 0 0„ _ - 0 _,, ,____0 F 19A-30bs_wp__._.___ _ _ 0.034 - 1.65, _ _.0:51 _ _s 249. 249 412 _.__728: _ 249 249 412 .128' F... .19A-30b-D, --0.034...__. 0.00 0.0'0 ._.., ...0 v_.. -- 0 0 . .___...0 - 0- _'_.___0 61 c)AED excursion 1 1491 1 1 1 149 Envelope loss/gain 4453 4250 4453 4250 12 a) Infiltration 818 127 818 127 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 2100 2100 Subtotal(lines 6 to 13) 5271 6937 5271 6937 Less external load - 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5271 6937 5271 6937 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 5271 6937 5271 6937 Air required(cfm) I I I 300 300I I 300 300I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Sep-2815:04:12 - Right-Suite@ Universal 2022 22.0.07 RSU10077 Page 6 ...I'J's\305 Narrow Residence\305 Narrow Res..rup Cato=MJ8 Front Door faces: N �� Right-M Worksheet Job: 305 Narrow Res. HEAT;NG+COOI-]NG AHU 2 Date: Sep 28,2023 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 2 ZONE#2 2 Exposed wall 30.7 It 30.7 ft 3 Room height 9.0 ft 9.0 ft heattcool 4 Room dimensions 1.0 x 178.5 ft 5 Room area 178.5 ft' 178.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ;Vy 12F-6sw 0.048 ne 0.00 0.00 0 ' 01 0 0 0 0 0" 0 i p-c2ow _. -0.570.-ne 0.00-._ ..0.00-- -_.,___0.. ._ 0 _- - ,'0... 0 0_ _0 _Q 12F-6sw 0.048 ne 2.78 0.79 134 101 282 80 134 101 282 80 10B-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 1D-c2ow 0.570 ne 33.06 44.59 33 0 1074 1449 33 0 10.74 1449 V►l 12F-6sw 0 048 se 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow-.._, _0.570 se .0.00 --_.0.00._ ., ,. _0 _' . 0 .-. .. ._ 0.--=_..... 0 - ...0 0 ----0 _ _-0. %! 12F-6sw 0.048 se 2.78 0.79 28 28 79 22 28 28 79 22 Imo'. 1 D_c2ow _0.570 se_ _ 0.00_ 0.00 - - 0.. _0 - - 0-- Il� 12F-6sw 0.048 sw 0.00 0:00 0 0 0 0 0 0 0 0 1D-c2ow --- ._:. .... 0.570 -sw ---,-.0.00 _._.•0.00 ... -._.0__ - --0- --0---•-- 0 -0 _ _._-0 V�/ 12F-6sw 0.048 sw 0.00 0.00 0 0 0 0 0 0 0 0 I��;G 108-w 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow. 0.570,_sw .-__0.00,_ --0.00.__. .-. _0_._.._. ..0 .0-. 0 - _ 0 - -,0 _ o. va/ 0.00 0 0 0 0 0 0 0 0 1D_c2ow .0.570'nw. 0.00 '- 0.00. .... 0.. 0 _._ -0 0 --.0. - - 0 .0 0 VI/ 12F-6sw 0.048 nw 2.78 0.79 114 114 317 90 114 114 317 90 �--C 1 D-c2ow _0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 __ _ -. _ - C __.18A38zd- ._ 0.029_ ._0.00 - - C_- C part cellinc,-. 0.035 _. 2,04,_-.- 1.93„_ 49 _ __ _23. .-- -_.23 - 46, -- -.__. 44 23 23 ---46 F ,- A 9A730bswp. _ 0:034 _1.65 r. -0.51 - .:. 179 r 179 _ 295 -- 92 179 '. . 179 - 295 92 F 19A-30bsw1). 0 034__r_. __._0.00 _.,_0,00 0 ---0 --_._ 0. - _. 0-_..--_..-0,. -.0 --._0 ..._ 0 61 c)AED excursion 1 58 58 Envelope loss/gain 2095 1835 2095 1835 12 a) Infiltration 649 101 649 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 4200 4200 Subtotal(lines 6 to 13) 2744 6595 2744 6595 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2744 6595 2744 6595 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 TotaAirrequomdl(cfm) I I I 23 0 6300I I 23 0 I 65951 300 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wr�gltit.mot c- 2023-Sep-28 15:04:12 Right-Suite@ Universal 2022 22.0.07 RSU1 0077 Pagel .. Vs\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N Right-M WOrksheet Job: 305 Narrow Res. HEATsNG+COOL IN AHU 3 Date: Sep 28,2023 �3 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 3 ZONE#3 2 Exposed wall 14.5 ft 14.5 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 166.3 ft 5 Room area 166.3 ft' 166.3 ft' T Construction U-value Or HTM Area ft� Load Area ft2 Load y number (Btuh/ft1'F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Vy Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 _ G.IDc2w .0.570 -ne 000 ____0.00'; -0. _. 0 0_. 0 _..__ _0 .0 _ _0. _.. 0 12F-6sw 0.048 ne 0.00 0.00 0 0 0 0 0 0 0 0 1013-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 1D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 _ 0 _ 0 0 0 VI! - 12F-6sw' 0.048 se 0.06 0.00 0 0 0 0 0 0. 6 0 1 D-c2ow _. 0.57.0_.see. .__ :0.00 __0.00 0 _._._.....0 _ 0,_ 0 '-0- 0._ 0 0 12F-6sw 0.048 se 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow _ _ 0.570. -se- 0.00. .__ .0.00_ 0_ ., _- --0 __._ 0 _ •O 0 -.0 11 _ 0, .- 0 tV+l '12F-6sw 0.1048 sw 0.00 0.00 0 0 0 0 0 o 0 G 1D-c2ow .-'--- 0.570 sw- . .- 0.00.._._.0.00 ,.__.._'o _.._-_0 .-_- __0 _._._. ...0 ____...D _.0. r_-_0 0 V)I 12F-6sw 0.048 sw 0.00 0.00 0 0 0 0 0 0 0 0 LAG 10B-w 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 iD_c2ow__ _. _ -0.570 sw --.. . 0.00 _. _%00 -,-_ __ 0 ____-0 - - -._.0 __ _ _0 1/I! 12F-6sw 0.046 my 0.00 0.00 0 0 0 0 0 0 0 0 I� 1D-c2ow_:' ' _ .. __ .0.570 -nw.._ 0.00 0.00 _.0 0 _ 0 ... 0 .0 .0 10 0 VN 12F-6sw 0.048 nw, 2.78 0.79 131 115 319 90 131 115 319 90 G, 1D-c2ow 0.570 nw 33.06 44.59 17 0 545 736 17 _ 0 545 736 C. . 18A738zd _.. '_ _ ,. ._0029 _-_. •,._0.00 _ _0.00 . .. ,. D _. _.. _0 .0 _ _.. 0 0. 0 _ .- .:0 _0 C__... .0 Dart ceiling. 0.035.._.__ ._ ._2.04. - 1.93 ._ ._.d_.. _ 8 - -16 - __1158 F' 19A-30bswp__ 6.034._ 1.65 _0.51 166 _._..:166 _275 85; 166 _ . ..166 ..._ -275. . -_ .85 19A-30bswp______ 0,034. _ -_.___. 0.00 0.00 0 __ ._-. _.__..0, _ .._., 0 A 61 c)AED excursion 1 1 2741 1 1 274 Envelope loss/gain 1 1155 1200 1 1 1155 1200 12 a) Infiltration 308 48 308 48 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 5300 5300 Subtotal(lines 6 to 13) 1464 7008 1464 7008 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1464 7008 1464 7008 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Air requomdl(�) I I I 1300I 7300I I 1300I 7300I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. -f� wrig�tcct't� 2023-Sep-2815:04:12 �- Right-SuiteOUniversal202222.0.07RSU10077 Page I Us\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N � � Right-M WorkSheet Job: 305 Narrow Res. HEAT�NG,C001-ING AHU 4 Date: Sep 28,2023 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 4 ZONE#4 2 Exposed wall 25.3 ft 25.3 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 195.6 ft 5 Room area 195.6 ft' 195.6 ft2 Ty Construction U-value Or HTM Area (ft22 ) Load Area (ft ) Load number (Btuhlft--°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool j Gross I NIP/S j Heat I Cool j Gross I NIP/S j Heat Cool - _. - ' 6 V�I 12F-6sw 0.048 ne ` 0.00 0.00 0 -0 0 0 0 0 0 0 1D-c2ow. - _ -0.570-ne, . _.0.00 -:_0.00 .. ___0 -: 0, _ -.-.,-0- . .._ . .0 .. 0.. -- --0__ 0: 0 12F-6sw 0.048 ne 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 1D-c2ow 0.570 ne 0:00 0.00 0 0 0 0 0 0 0 0 .c2ow:_ . , -, _._.. .___._0.570 .se. -_.._0.00 0.00 _.' __0 _..__._ _0 e.0.._- -0 ..._. .. . o, +_ ._0. ._..__0 _ -.",o Vy 12F 6sw 0.048 s 1D e 0.00 0.00 0 0 0 0 0 0 0 0 �-G 12F-6sw 0.048 se 2.78 0.79 114 96 267 75 114 96 267 75 __1D-c2ow. _ --- _.__. 0.570 se_ _-33.06.. _55.09 _ 595. .__._992- _____-18,_- ._ _595 .,. 992 _ _ 18 - 0 0 _ 12F-6sw. 0.048 sw' 0.00 , 0.00 0 0 ,0 0 0 0 0 0 1 D-c2ow .., _ __0.570 _sw-._ -0,00 ----.0.00 ----"0", --_"0._ 0 -.0 ... _0_ 0--.- ... --0.__-.-_. 0 .. .0 11N 12F-6sw 0.048 sw 0.00 . 0.00 0 0 0 0 0 0 0 0 t�CGI tOB-w 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 iD-c2ow 0.570 sw. 0.00 0.00 0 0 0 0 0 0 0 0 12F-6sw 0.048 nw 0.00 .0.00 0 0 0 0 0 - 0 6 0 AD-c2ow ..,0.570 nw. .. _:0.00 -0.00 ___0 __ -0. 0 _ _ 0 _0 -.0 _.:-. O -0. V(/ 12F-6sw 0.048 nw, 2.78 0.79 114 95 264 75 114 95 264 75 �C_ 1D-c2ow 0.570 nw 33.06 44.59 19 0 628 847 19 _0 628 84.7 C 18Q-38zd._ ._ 0 029 0.00 . . _MO 0 0 0 0- -0 -__0 o 0 _. C CDartcelina._--._ -_.--0.035_ _ 2.04 -1.93 1 .._. _ 1 2_._. .._�.. __.___1.,-_- -_,-l. _ --.-.2.- -. - - 2 F -19Ac30bswp _. ._. _: _ _ 0.034: -.- _.1.65 _.0.51. .__,_196 196 . --__324 - . 100 196__-__ .196__._; ,324. 100 .19A-30bswp-..__._ _._._ 0034. 0.00._ ._-0.00 ,- .._.. .4,__- _ _ 0- 0 . -0 p ...._ .__ ._ ...__..._0 ._ 0. 0 61 c)AED excursion 1 01 1 1 0 Envelope loss/gain 1 2080 2091 1 1 2080 2091 12 a) Infiltration 536 83 536 83 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 4700 4700 Subtotal(lines 6 to 13) 2615 7794 2615 7794 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2615 7794 2615 7794 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Air requomdl(cadet) I I I 2300I 7300I I I 2300I 7300I Calculations armroved by ACCA to meet all requirements of Manual J 8th Ed. we ogf sai C 2023-Sep-28 15:04:12 w -- Right-Suite@ Universal 2022 22.0.07 IRS U10077 Page 9 I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N ®�� Right-J® WorkSheet Job: 305 Narrow Res. HEATING+COOLING AHU 5 Date: Sep 28,2023 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 5 ZONE#5 2 Exposed wall 39.1 ft 39.1 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 177.5 ft 5 Room area 177.6 ft' 177.5 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft;°F (Btuh/W) or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-6sw 0.048 ne 0.00 0.00 0 0 0, 0 0 0, 0 0 L G.iD-c2ow _-- .--- 0.570 _ne.----- 0.00 -_0:00.__.- 0 ---._. _0-. ._ 0._ - ...._.0'_.. 0.___ . .__0 -- - 0 -_ _0. 12F-6sw 0.048 ne 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 1D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0_ 0 0 ---. _ . - - ... _ Val 12F-6sw 0048 se 0;00 0.00 0 0 0 0 0 0 0 '0 _,.. 1Dc2ow. 0.570'-se-, 0.00 � -0.00 >.,0 .-.,^_0 _ ._.0 __0 _...._._._0 _ _-.0. _--------.-__0 - 0, 12F-6sw 0.048 se 2.78 0.79 85 54 151 43 85 54 151 43 1 D-c2ow -.__ 0.570,_se__ 33.06., _55.09 -. _Al _ 0 ___ 1025 __-, 1708_ _ 31._ „ _ ._ 0 1025 _ 170.8 w 12F-6sw 0.048' sw 0.00 0.00 0 0 0 0 0 0 0 0 --G AD-c2ow- __,_- _._ 0.570 sw. ..--0.00 .._0.00 _0 _. . .- _0 0. -0-----_. 0 Val 12F-6sw 0.048 sw 2.78 0.79 144 126 351 99 144 126 351 99 I�-CG 10B-w 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 _. _1 -.c2ow - - - ,- 0.570._ sw ---33.06 :__55.09._. .._-.18 . _.___0 -- -595. ._ 992 --...18.. ,. - .0 _.. .595 _. 992 V)/ 12F-6sw 0.048 nw A;00 0.00 0 0 0 0 0 0: 0 0 _-O .1D-c2ow. 0.570 -_nw.. _---0.00 ._._0.00._' C. 0 0 .0 0 _-_0..-_ . 0 0:-. - -`0 Vy 12F-6sw 0.048 nw 2.78 0.79 122 122 341 96 122 122 341 96 G 1D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 .0-` _.18A-38zd_ _._ .,__. :`0.029 0.00, - _0.00 ., 0 _0:_ __ 0 -0" 0. -0, _ _ _.0 _ '0 C_., C Dart,ceilma. _.. ..__.- _0.035- 2.04 .__1.93 _1 1 2 --2 __1.- - _1 2 _._ . _. 2 F.. .. 19A-30bswp .__.__ 0.034 1.65, 0.51.,. •:178 178 .... 294 _" 91__-__ .178 __..1.78- .. .2941 91•. F___ .. 19A-30bswD,_.. , 0034 - -. _ 0.00 0.00_ 61 c)AED excursion 101 1 1 1 0 Envelope loss/gain 1 2759 3031 1 1 2759 3031 12 a) Infiltration 827 128 827 128 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 3500 3500 Subtotal(lines 6 to 13) 3586 7579 3586 7579 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3586 7579 3586 7579 15 Duct loads 0% 0% 0 0 _0%__0% 0 0 Total room load I I I 3586 7579I I I 35861 75791 Air required(cfm) 300 300 300 300 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ��.►- wregf.t-sofit- 2023-Sep-2815:04:12 � ^®�^ �--^*-�-•-• Right-Suite®Universal 2022 22.0.07 RSU10077 Page 10 ...I'J's1305 Narrow Residence1305 Narrow Res..rup Calc=MJ8 Front Door faces: N o�� Right-JO Worksheet Job: 305 Narrow Res. AHU 6 Date: Sep 28,2023 HEA7anSG+COOL ING By FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room.name AHU 6 ZONE f/6 2 Exposed wall 86.3 ft 86.3 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 700.0 ft 5 Room area 700.0 ft' 700.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/fV-°F (Btuh/ft.) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross I NIP/S j Heat Cool 6 VVyy 12F-6sw 12 6.648 ne n 0.79 159 148 4 116 159 148 412 116 !. 'G,iD-c2ow - _ _-0.570 ne - .33,06 44:59. .. _ 12 ., 0._ .. . 316._ 520 12 _-0. -.386_ 520. 12F-6sw 0.048 ne 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 ID-c2ow 0.570 ne 0.00 0.00 0 0 0 0 _ 0 0 0 0 Vp 12F-6sw 0.048 se 2.78 0.79 252 27 75 21 252 27 75 21 �._G- 1D c2ow__ ._.-_, 0.570.-:.se ._.33.06 ._.55.09 ._.._ r-225 -_._ 0 :_-.7439 12396..-_..._-225 . - 0._ __,_7439 .__.12396 Val 12F-6sw 0.048 se 0.00 0.00 0 0 0 0 0 0 0 0 L-� -1D-c2ow- - -- 0.570,_se - ---0.00 . _-.0.00 _ 0. 0 0 0 0. 0 0__..__. ____ _._. __ 0 12F-6sw 0.048 sw 2.76 0.79 252 108 301 '85 252 108 301 85 _1D-c2ow- 0.570 sw. _.._33.06' ,- 55.09 144- •0 4761_'__ _7933:----- 144 .__ -0. _4761 7933 12F-6sw 0.048 sw 0.00 0.00 0 0 0 0 0 0 0 0 108-w 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 sw 0.00 0.00 0 0 _ 0 0 0 0 0 0 ,� 12F-6sw, 0:048 nw 2:78 0.79' 114' 114 317 90• 114 114' 317 90 1 D-c2ow .. _.0.570 nw .-.0.00 0.00 0 0 .0­ 0 _.- 0 0 _ _, 0. 0 110 12F-6sw 0.048 nw 0.00 0.00 0 0 0 0 0 0 0 0 G 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 - -....._ C-. 18A738zd 0.029 _1.68 _-0:78 _-700 700 ---1:177 __..548 706 700 : 1177.- 548 q____ . C Dart ceiling.__ _._._ .__. 0.035 .__0;00 _._0.00. .__ ._. .0 0 __._0 . ._0--. 0. _ F 19A730bswp - _ 6,034 _A.00 _ :0.06 . _. _0 r 0'--_-_--0 0 .F 196-30bswo._. _ -,--- -_. ..___0.034....-._ . 1.65__.__ 0.51 __690 .-..- _6,90.. 1141_._ 354-_. 690. 690 ___1141 _..-_354 61 c)AED excursion 0 0 Envelope loss/gain 16008 22064 16008 22064 12 a) Infiltration 1828 284 1828 284 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6, 1380 Appliances/other 9000 9000 Subtotal(lines 6 to 13) 17836 32727 17836 32727 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17836 32727 17836 32727 15 Duct loads 0% 0% 0 0 _0% 0% 0 0 Total roam load I 178361 32727I I I 178361 327271 Air required(cfm) 1600 1600 1600 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrOg�M�fl- 2023-Sep-2815:04:12 vW.v Right-Suite®U niversal 2022 22.0.07 RSU10077 Page 11 ..I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJB Front Door faces: N NEW o' Right-J® Worksheet Job: 305 Narrow Res. AHU 7 Date: Sep 28,2023 HE AT LNG+COO LING By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 7 ZONE V 2 Exposed wall 29.8 ft 29.8 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 308.5 ft 5 Room area 308.5 ft' 308.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft;°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross I N/P/S Heat Cool Gross N/P/S Heat Cool 6 Up 12F-6sw, 0.046 ne 2.78 0.79 77 M 147 .42 77 53 147 42 1 D-c2ow. .__ ____ 0570 ne _33.06 44.59_ _24 _,_ _0 793- -, _ 1070- . - 24 _ __ 0 793 . 1070 12F-6sw 0.048 ne 0.00 0.00 0 0 0 0 0 0 0 0 100-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 ID-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F-6sw 0.048 se 0.00 0.00 0 0 0 0 0 0 0 0 1Dnc2ow _ 0.570-se -0.00 -_ :,_0.00 -_-..-,.,0 _0 _--_ _0 _.'._.. .._0-. 0 0 ,_. -0 ..,..._...0. Vll 12F-6sw 0.048 se 0.00 0.00 0 0 0 0 0 0 0 0 -C.. 1D-c2ow 0.570_se- - 0.00 _ -_0.00. 0 -0 0-- 12F-6sw„ 0.648 'sw 2.78 0.79' 66 43 '1 19, 34 66 43 119 34 = .1D-c2ow. ._-.__ 0.570 sw. __ 33.06 - 55.09 23 -------- .-0 -_ _ -749 _- -.-1249 23- -._-_-.-0 749 .1249 12F-6sw 0.048 sw 0.00 0.00 0 0 0 0 0 0 0 0 1OB-w 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 -.sw 0.00 0.00 - 0 0 _ -0.. ____'0 .. 0._. -_0 ... .0 0. � 12F-6sw 0.048 nw 2.78 0.79, 125 125 349 99 125 125 349 99 . .1 D-c2ow--.. __ M70 .nw 0.00 _-0.00 . . D 0 10 .. _-_- 0 .- 0 _ - 0 - 0 _ 0 VI/ 12F-6sw 0.048 nw 0.00 0.00 0 0 0 0 0 0 0 0 �( 1D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 C._., _ 18A-38zd- _ ._ 0029 1-.-.. . . .68 .O.ZB 309 309 -- 519__.____242 ._ 309_ __309 519 . .- _ 242 C-.-- Coartceilinq.. .. 0.035-_ -0,00, _0.00, 0--,.._.__0 -0 •- - -0 0----- . 0 _. - .0- __ 0 F, _ 19A,30bswp__ 0.034 - - 0.60 _ _0.00 - 0- _. - _,0 -.. -_ 0 _ -0, 0 0 0. - . . 0 F_ 19A-30bswD _. 0.034..-r 0.00' 0.04 0 0.. ._-.. ._-0 0 - -.01, _._.-._ 0.. . Q - -0 61 c)AED excursion 1 941 1 1 1 94 Envelope loss/gain 2677 2828 1 1 2677 2828 12 a) Infiltration 630 98 630 98 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 3500 3500 Subtotal(lines 6 to 13) 3307 6886 3307 6886 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3307 6886 3307 6886 15 Duct loads 0% 0% 0 0 _0% 0% 0 0 AAir requiredal room load(cfm) I I I 33003071 63008861 I I 33003071 6886 1300I Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. wr➢gd�IL- ft- 2023-Sep-2815:04:12 =•-^� Right-SuiteOUnlversal202222.0.07RSU10077 Page12 I'J's1305 Narrow Residence1305 Narrow Res..rup Calc=MJ8 'Front Door faces: N Right-J® WOrksheet Job: 305 Narrow Res. AHU 8 Date: Sep 28,2023 H EAT ING+COSOLING r By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 8 ZONE#8 2 Exposed wall 65.1 ft 65.1 ft 3 Room height 9.0 It 9.0 It heat/cool 4 Room dimensions 1.0 x 382.0 It 5 Room area 382.0 ft' 382.0 ft2 T Construction -value Or HTM Area ft' Load Area ft' Load Y ( ) I ( ) number (Btuh/ft'-°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11217-6sw 0.048 ne 0.00, o.00 0 0 0 0 0 0 0 0 1D-c2ow_ . 0.570 one 0:00 0.00 _ _:._, 0 - 0--___._ 0_.. -_ .0 ._. _ __0_ . 0 0 6 VV 12F-6sw 0.048 ne 0.00 0.00 0 0 0 0 0 0 0 0 106-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 1D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 Vy 12F-6sw, 0.048 se 2.78 0:Z9 197 166 462 131 197 166 462 131 �_ 1D.c2ow-_ ._ __ 0.570 se,_- ._33.06 .55.09 _._.31 _0:._y_ 1014,. .:- 1689'__-.... _31. 0 _1014 1689 11� 12F-6sw 0.048 se 0.00 0.00 0 0 0 0 0 0 0 0 1Dec2ow --0.570 se- _0.00.. _-,0.00 - 0 - _0_ _.0- ... 0 _ 0. ._ -.- 0 _.- 0 12F-6sw 0.048 sw 2.78 - :0.79 153 141" 393 111 153 141 393 111 G AD-c2ow -' . .._. __,___..'_0.570'-sw -- -33.06 __.:55.09-_._._._12 -.-. ._-._0>,--__ ,397 661 -_ __._12 0---_. -_39Z _ _..661 12F-6sw 0.048 sw 0.00 0.00 0 0 0 0 0 0 0 0 1013-w 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 VD-c2ow_ -_.0.570 -sw -__0.00 __-..0.00 0 -0 _____'0 0 0._.. _- -0... -- -62 0 -0 ( .1 iy 12F-6sw• 0.d48 nw, 2.78 0:79 236 225' 627 177, '236 225 7 177 I-..• D-c2ow _ _.. 0.570 nw 33.06 _ 44.59` '__�11 .0 _. ._._..364:. - ' 490 -_:. 11_ 0 364 490 V)I 12F-6sw 0.048 nw 0.00 0.00 0 0 0 0 0 0 0 0 L-f 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 _0 18A738zd- 0 029 _ --1:68 _:0.78 ,.-_382_- .. 382,___ _643 299 -___382-_ 382'- .. 643 299 C._._._,__.C.Dart ceiling; 0.035 A00 _. .__0.00 - 0 - 0 0.- 0 __.0 _..... 0 --- 0 F ..__.: 19A,30bswp' 0.034 __0.00 ,'__:0.00 -_ _ -.0_ .._-.._0_ ._,_._'0,_ 0 _ _:___ .0,- -- __ 0,. ._ 0 _ -- - 0 .. - -17 5 1 . . ._ 11 F 1- 9A-30bswo 0.034, - 1.65- 0.51 .Y--11 11- _ 61 c)AED excursion 01 1 1 10 Envelope loss/gain 3916 3564 3916 3564 12 a) Infiltration 1378 214 1378 214 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 3100 3100 Subtotal(lines 6 to 13) 5293 7338 5293. 7338 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5293 7338 5293 7338 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Air al room load requi d(cm) I I 5293 7338 7300I I I 5293 300I 7338 300I Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. + wrig9�X_�of t+-� Right-Suite®Universal 202222.0.07RSU10077 2023-Sep-28 15:04:12Page13 ...I'J's\305 Narrow Residence\305 Narrow Res..rup Cato=MJ8 Front Door faces: N kQ' Right-M WorkSheet Job: 305 Narrow Res. HEATING*COOL ING AHU 9 Date: Sep 28,2023 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 9 ZONE#9 2 Exposed wall 45.9 It 45.9 ft 3 Room height 9.0 ft 9.0 ft heaticool 4 Room dimensions 1.0 x 244.0 ft 5 Room area 244.0 ft' 244.0 ft2 T Construction U-value Or HTM Area ft' Load Area w Load y number (Btuh)'Wz*F (Btuh/W) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12F-6sw 0:048 ne 2.78 -0. 129 96 268 76 129 96 268 76 .ID-c2ow_. -. .. 0.570 .ne 33„06 44.59 _.33-- -, _. 0 _. _ 1080.__ __1457 33 _0 1080 1457 12F-6sw 0.048 ne 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 1D-c2ow 0.570 ne 0.00 0.00 _ 0 0 0 0 0 0 0 0 Vy 12F-6sw 0.048 se 2.78 0.79 105 105 293 83 105 '105 293 83 �..._ 1Drc2ow_._:__.. ___0.570 -se. 0.00 _0.00,__. _ 0 _ 0 .0 .____...0 0 _0 0 0. 12F-6sw 0.048 se 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow--_ ,. - - _ ._ 0.570 se - -0.00 .- .0.00 ,- __- 0 _ 0 0 _ 0_-- 0 0 0 0 Vll 12F-6sw 0.048 sw 0.00 0.00 0 0 0 0 0 0` 0 0 I-C 1 D-c2ow---_ __ 0.570 sw. _..0.00 .-- -.0.00- 0 0 0 0 - --_0 0 - 0 0--------0 12F-6sw 0.048 sw 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 VI! 12F-6sw 0.048 nw 2.78 0.79 179 167 466 132 179 167 •466 132 C� 1D-c2ow.__._... . _ 0.570 nw 33.06 _ 44.59. _ .12 -0 397 _535 12 0 397 .535 12F-6sw 0.048 nw 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 nw 0.00 OAO 0 0 0 0 0 0 0 0 ._. ..... - _ - - -- ----- -- C IBA-38zd ._ D.029 _ - 1.68- -_0.78_ - _..244 - .-._.244 _410 .__ 191 ..._ 244.._ 244 _.- 410 .191 C C Dart milinq,_ 0.035 _ 0.00- 0:00 --_ ._ 0 - F _ 19A-30bswp 0.034. - .0.00- -_.0.00_ 0 _ _ 0 0._ 0 - 0- 0-_ _. 0_. 0 F 19A-30bswo 0.034 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion ol 0 Envelope loss/gain 2914 2473 2914 2473 12 a) Infiltration 973 151 973 151 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 3500 3500 Subtotal(lines 6 to 13) 3887 6124 3887 6124 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3887 6124 3887 6124 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load I I 311171 6124 I I 38871 6124I Air required(cfm) 300 300 300 300 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed. 2023-Sep-28 15:04:12 - Right-SuiteOUniversal202222.0.07RSU10077 Page14 ...I'J's\305 Narrow Residence\305 Narrow Res..rup Calc=MJ8 Front Door faces: N First Floor ZONE#2 z Elz ZONE#3 ZONE#1 ®❑z •ZONE#4 ZONE#E Job#: 305 Narrow Res. Kolb Mechanical Scale: 1 :92 Performed by FR for: Page 2 305 Narrow Residence 11500 Old Sound Ave. Right-SuiteOUniversal 2022 305 Narrow River Road Mattituck,NY 11952 22.0.07 RSU10077 Orient,NY 11957 Phone:(631)298-5527 2023-Sep-28 15:05:20 info@kolbmechanical.com -...ow Residence\305 Narrow Res..r Second Floor ZONE#9El. ' 7, ,,ZONE#7" ZONE#b " t ZONE#8 Job#: 305 Narrow Res: Kolb Mechanical Scale: 1 :92 Performed by FR for: Page 3 305 Narrow Residence 11500 Old Sound Ave. Right-Suite@ Universal 2022 305 Narrow River Road Mattituck,NY 11952 22.0.07 RSU10077 Orient,NY 11957 Phone:(631)298-5527 2023-Sep-28 15:05:20 info@kolbmechanical.com ...ow Residence\305 Narrow Res..r ho��OPSOOTyo� --- - # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��'' 631-765-1802 INSPECTION [ FOUNDATION 1ST � NJ'J" I ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REklARKS: m� VA44V 40,14 Lm c�n ar ffivc,a 1 S VV fi/ orv✓ ri � DATE I INSPECTOR ` `✓� OF SOUIyO� -- ----- -- * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1.802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. VIFOUNDATION 2ND [ ] INSULATIOWCAULKING FRAMING /STRAFFinO [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: tt rr ICY �r DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm '' 631-765-1802 INSPECTION [ ] /F0NDATION 1ST [ ] ROUGH PLBG. NDATION 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: 10 oo �vv "I k wry4111/11161A, -6 DATE INSPECTOR rtsf so sos i0arroui R�opur 2 d,.. # # TOWN OF SOUTHOLD BUILDING DEFT. °`y o�►,��� 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 [f�j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ } RENTAL REMARKS: DATE INSPECTOR AmAAJ, �o�aOFSOUIyO� S0,5v� 50s lv;7-rf, pµ tA� -- # TOWN OF SOUTHOLD BUILDING DEPT. couffov, 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: 146 J . f DATE i f : 1 SPECTOR OE SOUIyOIo * # T W SOUTHOLD UILDING D T. 631-765-1802 INSPECTION [ ] FOUNDATION-1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE = INSPECTOR OF SOUIyOlo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 o�o> INSPEC ION [ ] 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 RE RKS. DATE INSPECTOR 505V OF SOUIyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. u�m�a� 631-765-1802 INSPECTION , [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]- FOUNDATION 2ND [ �SULATIOWCAULKING [ ] 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: Plzopoe— �!4 �.Qi Liyi ins Il coC- 1 I he �ree�,�� i2f�2 ij) 6 DATE c2 o? INSPECTOR OF SOUIyo� V sAh 1 J�0 Jt P- ct,4*I-Ace_k. TOWN OF. SOUTHOLD BUILDING-DEPT. ,�,�;` coo 631-765-1802 &W44111-. G d-g-f 9"K per( ODcL GI-C✓��j�_ IN S P EC�T1 O�N -r�/e� ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [. ] . INSULATION/CAULKING [ ] FRAMING /STRAPPING [ Yj__`FINAL /Jb [ ]. FIREPLACE_& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]. PRE C/O [ ]. RENTAL REMARKS: A-Ad-eW �V cc2�i1 4pufuw.chom el:l0-s, govq l+� l vm h1 ,c �a - 7'o�t s ® ih sv�a-/iavi . o co dke�dn ou s .1 ow /eve/ v2 h 4Ml Gv 61-Cho n5 R3 /j ge 3/9 • 36 ` Gi,l /�lIq vA-/Z. gk irZAOL' - id Ad A+ off' Civina, R.00A,% 'grz 1pvl1i4 "-.,lase A toCc of opt 4a"It5 yf 4a_. si��- a-� ��- -. Toff , L G Jso jq 1.e.d¢.o(.. Tr,�pe,2cac Ce4 UAl R kf h4 ri ,05, .. Ti2yss Fit �lo,<A on xt z4( a. ,Gou� 0%0e2 X e_5VIAS va�s D d DATE, 5 INSPECTOR �'�'J/O� �o�aOE SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. o rm,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 117S � [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6 ctphh piblt� iusf �W WL en rtu s J he e!2?poc�1 ua 2,c rw� sccuita -c Auds %1 "Lc - 4"U . Goo "IS -p &4se-, a A g t4 aezo-S. 9lokw,& �00�2 �gf gtsu(4s k kUA wkfiSJC S A to t-At. 160 a eleeA fJXUQAU"a-11 eUa-�l oh C -r 2 . '�2u�ee C' G . �/LuSS �e.�C. ,�' �1��2.• . . DATE -ate INSPECTOR Of SOUTh��o TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 -D505- INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [VI'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �� -t-�2- �• DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS I l Y �` rY1J J W, Q srl� FOUNDATION (IST) Vivr FOUNDATION (2ND) d z cn ROUGH FRAMING& 1 PLUMBING a9 Ro e,�e a-li2� s �' G,✓, ,rl 2 iae,c. c A A INSULATION PER N.Y. n /LZ �y STATE ENERGY CODE X4S O���t-� S�0 �/2412/DGk.� I'd S /1 C6�t -�� 5 Gs �;Jj /0 4e e,T. Vl000gw aloof v4eS f s s VAA Us.S Iv,11 be zoo wvayt •3.25 fiadvi ce4h rlcs ov h /vim V7arts'-_ lnSv •M.. $A40 c Co me ep ® 0wc2 /eyd 1312. •.� en Bj-,CiQ . Sf-*i1z a",Ws ,eails 1J.e&W,,ki co FINAL p ~lost . 7il si en /.G . a �� �so h e caC. T� �.,ed.( /a r• A.� itq g� rn06010. F A:4QU4, Z ' h� ' owl fus o/ys. M•A v s ADDITIONAL COMMENTS jgeV D/ �.�.aa I�ccLr'✓-cae c he ��clvw o - 1 I co s q - r R Oft =��— vas - — o�► k�T MfyI 1 • lr•�i�vs✓. ~ 1.31•�5 r,ti : AvuA wowue. do 2'�cs� Qis vl�s a s�.r�S x 0 Q 5 vulv �lev ovl �ic . -r"49^ 0,055 AUA >ma. PI vM.�l c, C- AAAAS 4T bt, Ptv UeA" .r e_ o (, At u�ea� d�. s 104 e,�'r�+'l.5• bWt4 0d •i2. va.ea� O y ecol r,,l�le '1... • l nc �c. 42 cl o .s steSIM oG� V � o�oSUF�Foe o TOWN OF SOUTHOLD—BUILDING DEPARTMENT x. Town Hall Annex 54375 Main Road P. O. Box 1,179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownw.gov W. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only EC E V1 LOG PERMIT NO. L�[U� Building Inspector: �' p FEB L I . App " �befIoti n ' colicationsand forms rnu5 edun'their mp BUI.LD:NG'DEPT; applications`will,not'be accepted_Where..the Applicant is;not tfi'e owne"r an !�!^ Owner's Authoriat'ion form(Page 2)°`shall be c6mpleted Date:January 27, 2022 OWNER(S).OF PROPERTY Name:Ben and Christina Hansen SCTM#1000-26-03-11 Project Address:305 Narrow River Road Small 917-202-9706 / 646-246-3938 ben@brharchitect.com Phone#: Mailing Address:420 State Street Brooklyn NY 11217 CONTACT PERSON'§ Name:Christina Hansen Mailing Address:420 State Street Brooklyn NY 11217 Phone#:917-202-9706T 'a-Chrtne hansen-architecture com ._ ._k_...�. �.._.w .�._.____.__ FI _jq [.._. __-.__. . _�....@W___a _.._._��w...�.w_. �f DES1d-WPROFESSIONAL INFORMATION Name:Hansen Architecture + Design Mailing Address:420 State Street Brookl n NY 11,217 Phone#:917 202-9706 Email:christine hansen-architecture com .CONTRACTOR-INFORMATION- Name: Mailing Address: Phone#: Email: DESCRIPTION OF;PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $1,000,000 Will the lot be re-graded? BYes ❑No Will excess fill be removed from premises? ❑Yes W No 1 i PROPERTY INFORMATION ` o Existing use of va property: Intended use of property _W.µ._._.___a...._�.�_.__.._._.�_...._.._.� land. :resldence can Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-4� _ � ^ ` -"`"Rv-_�_ �,...__. .,. .u._�. _._�_ __. _. this property? ®Yes ❑No IF YES, PROVIDE A COPY. g _ 8 Check Box After Readln TFienwner/contractor/design'professiorial!s responsible for"11all drainage and storm water issues as provided by Chapter 236 of the Town;Code APPLICATION IS HEREBY MADE to the Building Department for th`e,issuanceof a ewldmg Permit pursuant to the Building Zone Ordinance of the Touvrt'of Southold Suffolk,County;New York and other applicable Laws;"ordinances or Regulations,for the'construction of buildings additions,alterations outdr removal or demohtion.as herein descnbed'The applicant agrees to'comply wdt'all appllcablelaws,ordinances,building`code; housing code'and regulations and;to admit authonzed inspectors on premises and in buildmg(s)for necessary inspections.False statements made herein are punishable as,a ClasrATnisdemeanor pursuant to Sectiom210i45.oftpe New York.State Penal Law, A" Application Submitted By(print name):Christina Hansen ❑Authorized Agent BOwner Signature of Applicant: Date: January 27, 2022 STATE OF NEW YORK) SS: COUNTY OF ) Christina Hansen being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (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 in the application file therewith. Sworn before me this day of ,2022- ~`r Notary Publi4 PROPERTY OWNER AUTHORIZATION Notary Pubic,state of New York NU.01GA6320998 (Where the applicant is not the owner) Qualified in Kinqs County Commission Expires N4arch In 2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 :A . > TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 " Telephone 631 765-1802 htt 5 ,h4weti.st�utholdu��annv.s�oy P � ) Lam'.._.---------------_ - Floodpiain Development Perm it'Application PROPERTY INFORMATION: Flood Zone:AE-6 FIRM Panel:0068H SCTM#1000-26-03-11 Address:305 Narrow River Road City:Orient, NY Zip;11957 CONTACT PERSON: Name:Christine Hansen --[Phone#:917-202-9706 Mailing Address:420 State Street, Brooklyn NY 11217 PROJECT DESCRIPTION: Construction of new 3 bedroom house on piles SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity B Residential(1 to 4 families) R New structure ❑Residential(more than 4 families) ❑ Demolition of existing structure ❑Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated ❑Addition to existing structure ❑ Flood proofed(attach certification) ❑Alteration to existing structure ❑ Manufactured Home ❑Other: ❑Located on individual lot ❑ Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) B Clearing of trees,vegetation or debris ❑ Mining R Grading ❑ Drilling ❑Dredging ❑Connection to public utilities or services ❑ Paving R Placement of fill material B Drainage improvement(including culvert work) ❑ Roadway or bridge construction B Fence or wall construction ❑Watercourse alteration(attach description) ❑ Excavation(not related to a structured development) ❑Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate.I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein.If revoked,all work must cease until permit is re-issued.Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print name):Christine Hansen Signature of Applicant: ::� � % Date:February 1, 2022 r r ' APPLICATION PAGE- I of 4 TOWN OF SOUTHOLD FLOODPLAIN DENTLOPMENT PERMIT APPLICATION This form is to be filled out in duplicate_ SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sitrn): I. No work may start until a permit is issued. 2- The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until perinit is re-issued. 4. Development shall not be used ar occupied until a Certificate of Compliance is issued. S. The permit will expire if ao work is commenced within six mouths of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO TH EST OF Myy KNOWLEDGE, TRUE AND ACCURATE. (APPLICANTS Sfts` tATUR DATE ZZ SECTION 2: PROPOSED DE` LOPMENT M be cgmpieted by APPLICAK11 NAME — AnDRESS TEL—TlJQNIE APPLICANT Christina Hansen 420 State Street Brooklyn NY 11217 917-202-9706 BUILDER ENGINEER Hage Engineering PC 560 Broadway, #501 NY NY 10012 212-358-7778 PROJery LOCATIQN: To avoid delay in processing the application, please provide eaou¢h information to easily identify the project iomtioa. Provide the street address, lot number or legal description (attach) and outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be helpful. Project is located at 305 Narrow River Road, Orient NY 11957 _District 1000 Section 26, Block 3, Lot 11 FDP(93) r APPLICA110t, PACE 2OF •1 DESCRIPTION OF WORK (Check all applicable boxes) A. STRUCTURAL DEVELOPMEN-r ACTIVITY STRUCI-URE TYPE M New Structure 1 Residential (1-4 Family) ❑Addition ❑ Residential (More than 4 Family) O Alteration O Noo-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residenual & Commercial) ❑ Demolition 0 Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? D Yes) ESTIMATED COST OF PROJECT S 1,200,000 B. OTHER DEVELOPMENT ACTIVITIES: q Fill ❑Mining O Drilling W Grading O Excavation (Except for Structural Development Checked Above) ❑Watercourse Alteration (including Dred&g and Channel Modifications) !J Drainage Improve1tents•(Including.Culvert Work) ❑ Road,Street or Bttdge Construction ❑Subdivision (New or Expansion) M Individual Water or'St wr System ❑ Other(Please Specify,)` " After completing SECTION 2, APPLICAW should submit form to Local Administrator for rc%icw. SECTION 3- FL.OQDPf./lIN DETERMINATION t"i'o be eomoleted by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel Ho. Dated The Proposed Development: ❑Is M01 located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIREM)• ❑Is located in a Special Flood Hazard Area. FIRM tone designation is 100-Year flood elevation at the site Ts: Ft. NGVD (MSL) ❑ Unavailable ❑The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE r P.PPLIC ATION PAGE OF 4 ---- DESCRIPTION Of-- WORK (Check all applicable boxcs): A. STRUCTURAL DEVELOPMENT ACTfVITY STRUC`rURj-- � TYPE New Structure O Residential (I-4 Family) ❑Addition O Residential (More- than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofwg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) fa Demolition € ❑ Manufactured (Mobile) Home (in Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S_ B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements,(Including Culvert Work) ❑ Road, Street or $Rage Construction ❑Subdivision (New or Expansion) ❑ individual Water or*Se r System ❑ Other (Please Spect7y)' After completing SECTION 2,APPLICANT should submit form to Local Administrator for review. SECTiON 3 FIAODPLAIN DETERATINATION fTo be completed by LOCAL ADMII'IISTRATOR) The proposed development is located on FIRM Panel No.- Dated The Proposed Development: • ❑Is j+I�T located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FWODPLAIN DEVELOPMENT PERMIT IS REQUIRED)- 0 Is Iocated in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable O The proposed development is located in a floodway. FBFM Panel No. Dated _ ❑ See Section 4 for additional instructions. SIGNED DATE f , APPLICATION u ' PAGE 3 OF a SECTION Q ADDITIQNAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) 1'hc applicant must submit the documents checked below before the appUcaUon can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. 0 Development plans,drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water Rust resistant materials used below the floor,details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also. ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 awes,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). 13 Plans sbowing the extent of watercotirse relocation and/or landform alterations. O Top of new rill elevation Ft. NG`/D (MSL).. O Flood roofing protection level (non-residential only) Ft: •V NGD (MSL). For flo oo(ed structures. applicant �' licant must attach certification from registered engineer or od)�r architect. 0 Certificatibi'from a registered engineer that the proposed activity in a regulatory (loodwa} will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. 0 Other: SECTION 5 PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A.O Is B.f7 Is not in eonfotimance with provisions of Local Law # . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE 11 BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If SOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or array request a bearing from the Board of Appeals.. APPLICATION a PAGE 4 OF 4 APPEALS. Appealed to Board of Appeals? ❑ Yes O No Hearing date: Appeals Board Decision --- Approved? O Yes O No Coaditions SECTION C: AS-I3UTI.T ELEVATIO Nib fTo be sub_mi(ted by APPLICANT before ertificate of Comniiancc is issued The following information must be provided for project structures- This section must be completed l'y a registered professional en&ccr or a licensed land surveyor (or attach a 'certification to this application). Complete l or 2 below_ L Actual (As-Built) Elevation of the top of the lowest floor, including basement in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofng protection is FT. NGVD (MSL)- NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINTSTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on-inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSptCTIONS: DATE BY DEFICIENCIES? O YES ONO DATE BY DEFICIENCIES? O YES 0 NO DATE BY DEFICIENCIES? O YES O NO SECTION 8• CERTIFICATE OF COMPLIANCECEo be completed by LOCAL ADMINISTRATOR Certificate of Compliance issued: DATE: BY: r r r? -9""'�.'t:; rr,�.+'"""""`'�ti, � (",!''..""" ".�- ; ,...aM""`•'t:�"',*c.."'""+'e sc>^...usa^"a"e„�-a'"\ s"�` ,.U.aa"",R'.,..;ru t �.c4",,,,,. ,ai`r�^ t"'�'��- , t'dJ4} q "} �,1�f •"ti' �',: 4 `"-SY "�• �� J�,r it jl jv H fg BOARD OF SOUTHOLD TOWN TRUSTEES �.. . i SOUTHOLD,NEW YORK e r ? ; s t PERMIT N0.9894 DATE: MAY 19,2021 ISSUED TO: MILDRED PASCUCCI PROPERTY ADDRESS: 305 NARROW RIVER ROAD,ORIENT 1's. A{ J( SCTM#1000-26-3-11 AUTHORIZATIONr Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in #, accordance with the Resolution of the Board of Trustees adopted at the meeting held on MU 19,2021,and inr� i ' t of consideration of application fee in the sum of$250.00 paid by Mildred Pascucci and subject to the Terms and x Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: V Wetland Permit to construct a proposed two-story,single-family dwelling with the first floor area to include 518 sq.ft,of.living,space,a 1,445sq.ft.deck,.a 70sq.ft.ramp,and 148sq.ft.of stairway;second floor to include 1,741sq.ft.of living space,a 345sq.ft.deck,112sq.ft.of stairway,and 625sq.ft.,landing; install sanitary system along the easterly portion of the lot;install 151"linear feet of retaining wall;place I . an approximate 370 cubic yards of clean,sand surrounding,the proposed IA/OWTS septic system;install {' f` � a; a well;install a 30'x15'French drain 2 feet deep and construct a 560sq.ft.gravel driveway; landscape the property consisting of 2,600sq.ft.surrounding the house to be planted with red fescue,6,600sq.ft.planted '+ with Cape American beach grass; install three groupings of Atlantic Red Cedar and supplement , plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property;and as depicted on the site plan prepared Suffolk Environmental Consulting, .. " 4 Inc.,last dated April 2,2019;and stamped approved on May 19,2021;and the site plan prepared by 4 Joseph Fischetti,P.E.,dated February 10,2020;and stamped approved on May 19,2021. Z IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these 1IM-1 :4 presents to be subscribed by a majority of the said Board as of the 19th day of May,2021. j voffDilr cz 40 m R . Ze �r ; ��v"=+..:✓ tY C �{�.rL,�y>4.s-v:. �' is r Greg Williams — Abstained -fig e �t_-- —..�"",."•�a,...,. ,i .;.tea.. _"".,.mow w«aN.< w.;rw,.n „ s -� ti:.w:. br -. Wi -.. .- xw.... _ _•,.,,., :_- ,,+,nr.cy�+-. _-.y ._ - -.fir _ i ..a Glenn Goldsmith,President sorry Town Hall Annex A.Nicholas Krupski,Vice President ,`O� ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III l Southold,New York 11971 Michael J. Domino G Q Telephone(631) 765-1892 Greg Williams '0 �� Fax(631) 765-6641 �y��UNTY,Nc� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 15, 2021 Ben & Christine Hansen 515 Canal Street Ground Floor New York, NY 10013 RE: 305 NARROW RIVER ROAD, ORIENT SCTM# 1000-26-3-11 Dear Mr. and Mrs. Hansen: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, September 15, 2021: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#9894 as issued on May 19, 2021 from Mildred Pascucci to Ben & Christine Hansen. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, 0 XnnGoldsei-th, President Board of Trustees GG/dd Glenn Goldsmith,President �QF so Town Hall Annex A. Nicholas Krupski,Vice President �O� ��� 54375 Route 25 P.O. Box 1179 Eric Sepenoski l Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples • �O Fax(631) 765-6641 olyCOUM`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ,a April 17, 2025 Patricia C. Moore, Esq. ppFt 2 2 2025 51020 Main Road Southold, NY 11971 �►6ed�n � 8 It south�4 RE: BEN & CHRISTINA HANSEN ®w� 305 NARROW RIVER ROAD, ORIENT SCTM#: 1000-26-3-11 Dear Ms. Moore: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 16, 2025: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit #10551, as issued February 14, 2024, for the as-built 4' x 24' utility closet over existing deck; and as depicted on the site plan prepared by Hage Engineering PC, received on March 11, 2025, and stamped approved on April 16, 2025. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, r � Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President *OF SO(/r Town Hall Annex A. Nicholas Krupski, Vice President ,`O� �l0 54375 Route 25 P.O. Box .1.179 Liz Gillool ki Eric S Southold, New York 11971 llool y � N Elizabeth Peeples Gk Telephone(631) 765-1892 � O Fax(631) 765-6641 o�ycOUM,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2250 C Date:,May 30, 2025 THIS CERTIFIES that the construction of a two-story sin le family dwelling with the first floor area includine 518 sa.ft. of living space;a 1 445 sq ft deck- a 70 sq ft ramp; and a 148 sq ft stairway, second floor with 1,741 sq ft of living space; a 345 sq ft deck: 112 sq ft of stainvay and 625 sq.ft. landing installation of 151 linear foot retaining wall; placement of approximately 370 cubic yards of clean sand surrounding I/A septic system; installation of I/A/OWTS septic system,• installation of a well installation of 30'x15' French drain two feet deg and construction of a 560 s .ft. gravel drivewa • landscaping of 2.600 s4.ft.surrounding dwelling with red fescue 6,600 sq ft planted with Cape American beach grass, installation of three groupings of Atlantic Red Cedars At 305 Narrow River Road, Orient Suffolk County Tax Map#1000-26-3-11 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 12.2024 pursuant to which Trustees Wetland Permit#10551 Dated February 14.2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued'is for the construction of a two-story,single family dwelling with the first floor area including 518 sn ft of living space,a 1 445 sq ft deck a 70 sq ft ramp, and a 148 sa.ft. stairway: second floor with 1,741 sq ft of living space,• a 345 sq ft deck 112 sq ft of ` stairway,and 625 sq.ft. landing,• installation of 151 linear foot retaining wall•placement of approximately 370 cubic yards of clean sand surrounding I/A septic system,• installation of I/A/OWTS septic system installation of a well, installation of 30'x 15' French drain two feet deep and construction of a 560 s .ft. gravel driveway: landscaping of 2 600 sa ft surrounding dwelling with red fescue 6,600 sq ft planted with Cape American beach grass- installation of three groupings of Atlantic Red Cedars The certificate is issued to BEN&CHRISTINA HANSEN owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Regional SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790' P:,(631)444-0365 1 F:(631)444-0360 www.dec:ny.gov r LETTER OF NON-JURISDICTION -TIDAL WETLANDS ACT r December 15, 2015 Ben Hansen, Ben Hansen Architect . 515 Canal St., Ground Fl. New York, NY 10013 Re: • DEC I D# 1-4738-04427/00001 _ Hansen Property 305 Narrow River Road Orient, NY 11957 SCTM#: 1000-26-3-11' Dear Mr. Hansen: Based on the information you submitted, the`New York State Department of Environmental Conservation (NYSDEC) has determined that: v The referenced property, as shown on the survey prepared by Young &Young, last revised July 27, ' 2015, that is landward of the,paved roads greater than 100 feet in length (Harbor Rd. to the south and King St. a.k.a. Narrow River Rd. to the east), and constructed prior to August 20, 1977 as evidenced on the NYSDEC Tidal Wetlands aerial photo map#726-556, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance'with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 66 j),,no permit is required under the Tidal Wetlands Act. - Please be advised, however, that no construction, sedimentation, or disturbance,of any kind may take place seaward of the tidal wetland jurisdictional-boundary, as indicated above, without a permit. It is'your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result-from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15' to 20'wide construction area)or erecting a. temporary fence, barrier, or hay bale berm.' This letter shall remain valid unless site conditions change.' Please note that this letter does not relieve r you of the responsibility of obtaining any necessary-permits or approvals from other agencies or local municipalities. 1 Si ely, Laura J. Sc/azzzo Deputy Permit Administrator cc: T. Wolpert - BOH.—TW ' file NEW YORK Department of o POR UNITY Environmental Conservation r ��FfpC BUILDING DEPARTMENT- ElRa �s�, Ar II IUI 1� n. TOWN OF SOUTEF 77(n19I U Town Hall Annex- 54375 MainPff—Aa�4; La o • Southold, New York 11971-0959JILUI"4bD J. Telephone (631) 765-1802 - FAX (63T9Td6 9&T Ol ' rog rr(osoutholdtownny.gov - seand(ab-southoldtownny•aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2/16/2023 Company Name: Neal Coleman Electric Inc Electrician's Name: Neal Coleman License No.: ME-4928 Elec. email:info@nealcolemanelectric.com Elec. Phone No: 631-369-7239 DI request an email copy of Certificate of Compliance Elec. Address.: info@nealcolemanelectric.com JOB SITE INFORMATION (All Information Required) Name: Ben & Christine Hansen Address: 305 Narrow River Road, Orient Cross Street: King Street Phone No.: 631-369-7239 Bldg.Permit#: 47663 email: info@nealcolemanelectric.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New work house Square Footage: 3000 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: / 00, ❑ NO Issued On a3a3 Fi>y��,¢�.�, Temp Information: (All information required) Service SizeFv-11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 2 ✓ H Frame D Pole Work done on Service? DY FVJ N Additional Information: PAYMENT DUE WITH APPLICATION ��a31 a3 �G aa5 � E E D JUL , 17 2024 B ILDING DEPARTMENT-Electrical Inspector 13ulld1n ff QVM* ''gI2hJTHOLD Town Hall elf�14194'9 lain Road - PO Box 1179 Southold, New York 11971-0959 �. '' . Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCa)-southoldtownny.gov — seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Custom Lighting of Suffolk Electrician's Name: Benjamin Doroski License No.: /38893-ME Elec. email: Clos5170@gmail.com Elec. Phone No: 631-298-4588 [D I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: Hansen Address: 305 Narrow River Road Orient NY 11957 Cross Street: Harbor Rd Phone No.: 631-484-6481 Bldg.Permit#: 50505 email: CLOS5170@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrical Service and New Electrical Wiring for New Construction of House Square Footage: 3000 Circle All That Apply: Is job ready for inspection?: © YES'VJ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES W NO Issued On Temp Information: (All information required) Service SizeV1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ✓❑New Service❑Fire Reconnect[:]Flood Reconnect[:]Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 71 72 �( H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 'I Il '0-4 t'eC Ilk l6� Qd 3`'° �r. 1rw�c etcc�c 4- ECEovE �OSUFFp��Co LDIAWAITNAT- Mectrical Inspector O G TOWN OF SOV�THOLD y.A i N 2 Town HaIPAHAW fT'Ou in Road - PO Box 1179 o • S��i 'oQ9 Neu York 11971-0959 n Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(asoutholdtownny.gov - seand(a.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Custom Lighting of Suffolk Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email: Clos5170@gmail.com Elec. Phone No: 631-298-4588 2✓ 1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: Hansen Address: 305 Narrow River Road Orient NY 11957 Cross Street: Harbor Rd Phone No.: 631-484-6481 Bldg.Permit#: 50505 email: CLOS5170@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrical Service and New Electrical Wiring for New Construction of House Square Footage: T3000 Circle All That Apply:. Is job ready for inspection?: YES Z NO 0 Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service SizeFV11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service[:]Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals RI 1 2 7 H Frame Pole Work done on Service? D Y N Additional Information: r PAYMENT DUE WITH APPLICATION CSC CID i-i-I PERMIT# r. r,eAddress: Switches n. Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments ----------------------------- =y0 Gyp BUILDING DEPARTMENT-Electrical Inspector ram„ TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # 1424 Date 3 2023 Customer Name s 't -e Electrician Name ec Address SOS rr a v-o ' e Phone &3 I 3(c q e-mail ,v,4 ® c ewux a[ea rc coven e-mail I in �o Phone 3I 36, 39 License# M E, . 9 Size 8200 A Phase I Overhead Underground V #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days fro the date above. Authorized by PERMIT## Address: f J R/V /- S witches TK ITt,I-1.itJ,( 1-H4 IN}1'N.1*r44-) q(O 5Z Outlets fH 1N 1 N41 l T GFI's Surface 1*4 n,4. sconces ". I'1�)1- h� NEED TO W114 H H's ii I Ftil,_ —-f z rme-p,, UC Lts 11 Fridge HW POOL ' Panel Fans Mini Fr. W/D Pump Exhaust I I! Oven Sump Heater Trnsfmr Smokes I DW I Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo 1► Cooktop Minisplit y,I111 Blower AC . AH Hood I Blower Service Amps awv Have Used Sub Amps Iw Have Used Comments urn b � ,SUIT' Surface -nst -mg Sconcess: H`H's MIA,. kk � ,.me t.,, `"P " CSf? U:C Lts 6! F:ridge HW POLL Panel Fans _ Mini Fr. ,, W/D Pump Exhaust III) Oven, ` Sump Ffeater, Trnsfmr, Smokes,Ivy ! ow, Generator Salt Gen,. Crbon Micro GrbDis Water Bond Lights . Heat Pucks ERV HOT TU B/SPA DeHlim er, DscInst Mot Transf : Go'mbo i I Cooktop Ntinispl'it i i Blower AC: AR. ' H.00d" Blower C9-) Service AMps '.aO.9 Used SUb Amps 1c'v Have -Used Comments s \. t Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-011586 District: 1000 Section: 026.00 Block: 03.00 ' Lot: 011.000 Town of SOUTHOLD,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC certifies that the above- captioned property has been in single and separate ownership of Ben Hansen and Christina Hansen, as husband and wife and his/her predecessors in title since prior to 04/01/57 except as follows: (see attached chains of title) No searches have been made other than as expressly stated'above.' The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Five Thousand Dollars ($„�,��5 00®�®'0 and no policy of title insurance can be issued based upon the information contained in the Certificate. C_ated -Feb_ruary�2022 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEA UVA ` 1 st day of February, 2022 Notary Public WDRAJ,QOLESKI Notary public,#0tO05o324t37 Suffolk County,Now York �a 0ommis W Expires:Aug.29,20 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-,0606 Y + .. Fidelity National Title INSURANCE SERVICES,LLC TITLE-NO. 7404-011586 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises': SCTM 1000-026.00-03.00-011.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/57. J SUBJECT PREMISES: 1000-026.00-03.00-011.000 Roswell H. Tuthill and Fannie L. Tuthill, his wife Liber 961 page 183 TO Dated: 12/19/1917 James F. Douglas Recorded: 12/31/1917 (premises and more) James F. Douglass and Lillian J. Douglass, his wife Liber 4511 page 148 TO Dated: 09/05/1958 Godfrey V. Cook and Elizabeth Cook, his wife Recorded: 09/08/1958 Godfrey V. Cook and Elizabeth Cook, his wife Liber 6635 page 295 TO , Dated: 09/27/1969 Grover C. Culshaw and Kathryn E. Culshaw, his wife Recorded: 10/06/1969 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LL 6 . I BY: JEAN U Sworn to before me this 1st day of February, 2022 Notary Public SMDRA�®OLESK Notary Public,#0100M32487 sutfolk Gouvity,Now Yom Coremission Expires:Aug.29,2p of�l 24 Commerce Drive • Riverhead,New Pork 11901 • (631)727-0600 • Fax: (631) 727-0606 ,,;iil; Fidelity National Title INSURANCE SERVICES,LLC Grover C. Culshaw and Kathryn E. Culshaw, his wife Liber 7047 page 373 TO Dated: 10/30/1971 William G. Sibley and Lillian E.'Sibley, his wife Recorded: 11/15/1971 William G. Sibley and Lillian E. Sibley, his wife Liber 7761 page 337 TO Dated: 10/21/1974 Robert Sorenson Recorded: 12/05/1974 Robert Sorenson Liber 8974 page 467 TO Dated: 01/24/1981 Perry Pascucci and Mildred Pascucci Recorded: 03/17/1981 Mildred Pascucci, as surviving joint tenant of Perry Pascucci Liber 13138 cp 301 TO Dated: 07/16/2021 Ben Hansen and Christina Hansen, as husband and wife Recorded: 01/12/2022 LAST DEED OF RECORD PREMISES NORTH: 1000-026.00-03.00-010.000 James F. Douglass and Lillian J. Douglass, his wife a/1Ja Liber.3157 page 171 James F. Douglas and Lillian J. Douglas Dated: 11/24/1950 TO Recorded: 11/27/1950 William O. Jaconetti and Mildred M. Jaconetti, his wife William O. Jaconetti and Mildred M. Jaconetti, his wife Liber 5851 page 174 TO Dated: 10/14/1965 Albert Tannenbaum and Lona Tannenbaum, his wife and Recorded: 11/03/1965 Leo Darzy and Roslyn Darzy, his wife, as tenants in common FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC BY: JEAN D Sworn to before me this 1st y of Februai 202 Notary Public SANDRAJ.®OLElSKI Notary Public,001006032467 Suffolk County,Now Ywk Commission Expires:Aug.20,20 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 s Fidelity National Title INSURANCE SERVICES,LLC *No proof of death of Lona Tannenbaum found in Suffolk County. *Leo Darzy died 11/17/66, no proof of death found in Suffolk County. *Albert Tannenbaum died 10/02/01, no proof of death found in Suffolk County. Roslyn Darzy, individually and as surviving tenant by the Liber 12250 page 30 Entirety of Leo Darzy, deceased Dated: 01/07/2003 TO Recorded: 05/07/2003 Abby Tannenbaum, Executor of the Estate of Albert Henry Tannenbaum a/k/a Albert Tannenbaum Abby Tannenbaum as Executor of the Estate of Albert Henry Liber 12270 page 111 Tannenbaum a/k/a Albert Tannenbaum Dated: 05/14/2003 TO Recorded: 09/04/2003 Abby Tannenbaum r Abby Tannenbaum Lber 13132 cp 96 TO Dated:. 11/09/2021 David Gresham and Benjamin Pardo, as joint tenants with rights Recorded: 12/01/2021 of survivorship LAST DEED OF RECORD PREMISES EAST: KING STREET PREMISES SOUTH: HARBOR ROAD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC BY: JEAN DU A Sworn to before me this 1st ay of Febr ry, 2022 Notary Public SANDRAJ.GOLESKI N suurdk Count%Now Yft o7 Commix w Explms:A09.20,20 0 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES WEST: 1000-026:00-03.00-012.000 James F. Douglass and Lillian J. Douglass, his wife Liber 4143 page 443 TO Dated: 07/07/1956 Godfrey V. Cook Sr. and Elizabeth Cook, his wife Recorded: 07/13/1956 Godfrey V. Cook, Sr. and Elizabeth Cook, his wife Liber 6770 page 55 TO Dated: 07/02/1970 Vincent B. Matthews and Catherine Matthews, his wife Recorded: 07/08/1970 *No proof of death of Vincent B. Matthews found in Suffolk County. 1 Vincent B. Matthews and Catherine E. DiPane, his surviving Liber 12055 page 615 spouse Dated: 07/14/2000 TO Recorded: 07/14/2000 Catherine E. DiPane and Jerome DiPane, his wife Catherine E. DiPane and Jerome DiPane, his wife Liber 12304 page 935 TO Dated: 12/15/2003 Catherine DiPane Recorded: 03/03/2004 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC BY: JEAN D Sworn to before me this 1 st cjfty of FebrLjaW, 2 22 otary Public SANDRAJ.GOLESKI Natwy Publlo,001008032487 Suitolk County,Now York commission awrev:Asap.29,20 ag 24 Commerce Drive • Riverhead,New York 11901 •"(631)727-0600 • Fax: (631)727-0606 w IIIIIII IIII IIIII IIIII Ilill IIIII IIIII IIIII IIIII flll IIII I Ililll Illli IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE ' RECORDING PAGE Type of Instrument: DECLARATION Recorded: 04/12/2021 Number of Pages: 28 At: 11:59:17 AM Receipt Number : 21-0071790 LIBER: D00013095 PAGE: 197 District: Section: Block: Lot: 1000 026.00 03.00 011.000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $140.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $18.20 NO RPT $200.00 NO Fees Paid $398.20 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County ' RECOZED Number of pages All 1021 ADr 12 Ita59;Ir" All n1n.iTH A. PASCALE CLERK OF This document will be public s��F DO0FOLK l_OL L I?OC113099 record.Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 ;;j i1 FEES Page/Filing Fee i L Mortgage Amt. Handling 20. 00 1.Basic Tax 2. Additional Tax TP-584 SubTotal Notation Spec./Assit, EA-52 17(County) SubTotal Spec./Add. EA-5217(State) TOT.MTG.TAX R.P.T.S.A. A)r Dual Town Dual County Held forAppointment Comm.of Ed. S. 00 Transfer Tax Affidavit + Mansion Tax CertifiedCo ( The property covered by this mortgage is "�� or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total Other YES orNO � �j Grand Total v�� `� If NO,see appropriate tax clause on paged of this instrument. -r�-a�. 4 Dist. 1000 02600 0300 011000 5 Community Preservation Fund 4456354 II 1� III`I - - RealPrope IIII��I�IIUIIIIIIW�WIIIIUIUI Consideration Tax Service R DTY A Agency Verificatio 07 APR-21 CPF Tax Due $ Improved 6 Satisfactions/Discharges/Releases List Proee[ty Owners Mailing Address REECORD&RETURN TO: Vacant Land PATRICIA C.MOORE ESQ. 51020 MAIN ROAD TD SOUTHOLD NY 11971 TD TD Mail to:Judith A.pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 1 Suffolk County Recording & Endorsement Page This page forms part Of the attached PRIVATE WELL COVENANTS DECLARATION OF COVENANTS AND RESTRICTIONS made by: (SPECIFY TYPE OF INSTRUMENT) MILDRED PASCUCCI The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD SUFFOLK COUNTY DEPARTMENT OF HEALTH In the VILLAGE or HAMLET of ORIENT BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over Private Well Covenants Declaration of Covenants and Restrictions THIS DECLARATION, made this (� day of 1?�Zc` ck- , 2021, by. Mildred Pascucci residing at 429 Highfield Loop, Myrtle Beach, SC 29579, hereinafter referred to as the.DECLARANT,.as the owners of premises described in Schedule"A° annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and'shall be conveyed subject to the following covenants and restrictions: 1. DECLARANT has made application to the Suffolk County Department of Health Services (hereinafter referred to as the (DEPARTMENT)for a permit to construct; approval of plans or approval of a subdivision or development on the PREMISES. 2. The DECLARANT appeared before the Board of Review requesting a variance to be able.to utilize a subsurface sanitary system which does-not conform to the distance requirements of the Suffolk County Sanitary Code to wit: the proposed subsurface sanitary system leaching structures will be less than the residential construction standards requirement of 150 feet to onsite and neighboring shallow wells. The proposal does not provide a.50% expansion area for the leaching structures. Additionally the DECLARANT is requesting to utilize a new shallow well that does not conform to the standards in that the.weil is less than 150 feet from the onsite and neighboring sanitary leaching structures and the Board of Review of the County of Suffolk Department of Health Services granted a variance by letter dated September 15, 2020 attached hereto as Schedule"B" and made part hereof, provided a covenant is filed, the DECLARANT, its successors, heirs or assigns, agrees: a.) The PREMISES are to be served by an individual on-site private well and the test wells sampled for the PREMISES indicated a groundwater supply that had contamination in excess of the minimum drinking water standard.and/or guidelines of the state of New York. A complete list of analysis results is attached hereto as Schedule C. b.) Periodically conduct comprehensive water analysis of the on-site private well in order to monitor drinking water quality. c.) Install the necessary water conditioning equipment to meet the minimum drinking water standards and/or guidelines of the State of New York if the periodic comprehensive water analysis of the on-site private well indicate water contamination in excess of the minimum drinking water standards and/or guidelines of the State of New York. d.) Install water conditioning equipment to treat iron, manganese, chlorides and aldicarb to assure the level meets the minimum drinking water standards and/or guidelines of the State of New York. e.) To hold harmless, defend and indemnify the County of Suffolk, its employees, offices, or agents from any claim for damages or injuries that may arise out of the installation or use of such private well and sewage disposal system. 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants, tenants and/or lessees of the above described PREMISES and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances, and/or regulations in effect at the time of execution of this agreement, or at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 5. This document is made subject to the provisions of all laws required by law or by the provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of any agencies or departments of the County of Suffolk, the DEPARTMENT or the County of Suffolk, to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 8. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. 9.Local Law#32-1'980-The DECLARANT, represents and warrants that she has not o6ered,or given any gratuity to any official,employee, or agent of Suffolk County,New York State,or of any political party,with the purpose or intent of securing favorable treatment with respect to the performance of agreement, and that such person has read and is familiar with the provisions of Local aw#32-1980. 1N WITNESS WHEREOF, the parties hereto have set their hands and seals on the day and year first written. Mildred'Pascucci / STATE OF SOUTH CAROLINA) COUNTY OF HORRY) On the A day of /?//!(,c l in the year of 2021,before me,the undersigned,a Notary Public to and for the State of South Carolina,personally appeared,Mildred Pascucci,Personally known to me or proved to me in the basis of satisfactory evidence to be the individual whose name is subject to be subscribed to the within instrument and acknowledged to me that by her signature on the instrument,the individual or the person upon behalf of which the individual acted,executed the instrument in the city of p!L C Ll 111111111���i J• 44 `:Gott F*•,CGS r �.NoTARr CD P(J B L1G = Notary Public �',,Fo'0s os a.. r'�i�i ,SO Ui'H,G)`�`� SCHEDULE A-DESCRIPTION ALL that certain plot,piece or parel of land, situate,lying and being in the Hamlet of Orient,Town of Southold, County of Suffolk and State of New York, being bounded and described as follows: BEGINNING at an iron pipe at the intersection of the northwesterly line of King Street(sometimes known as."Hog Pond Road") with the northeasterly line of Harbor Road; from said point of beginning running along said northeasterly line of Harbor Road, North 57 degrees 16 minutes 10 seconds West, 128.36 feet to an iron pipe; THENCE North 46 degrees 27 minutes East, 126.84 feet to an iron pipe and land formerly of Jaconetti; THENCE along said land of.Jaconetti,South 40 degrees 28 minutes East, 102.65 feet to an iron pipe on said northwesterly line of King Street; THENCE along said northwesterly line of King Street, South 32 degrees 43 minutes 50 seconds West, 93.54 feet to the point of BEGINNING. COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH. COMMISSIONER September 15,2020 Ben and Christine Hansen 515 Canal Street, Ground Floor New York,NY 10013 Subject: Board of Review Hearing—October 17,2019 R10-15-0045—Property of Ben&Christine Hansen—n/w/c%o Harbor Road and Narrow River Road,Orient—t/o Southold—SCTM: 1000-02600-0300-0011000 To Whom It May Concern: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted,the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. Very truly rs, John Sohn en,P.E. Chief Public ea th Engineer Chair,Board of Review Enclosure Cc: Board of Review File—Yaphank Ms.Lynne Bums—OWM Mr.Edward Lyons—Reviewer Mr.Andrew Freleng—Planning Department Ms.Heather Lanza—Town of Southold Ms.Abby Tannenbaum Mr.Joseph Fischetti,P.E. Ms.Catherine Matthews Mr.Joshua Auebach Ms.Mildred M.Pascucci Mr.&Mrs.Rieger Ms.Karen A.Hoeg,Esq. 911 •Division OfEnvironmental Quality♦Board Of Review♦36o YaphankAvenue,Suite 2B♦Yaphank NY 11980• Phone(631)862-5801 Fax(631)852-5825 Flub]elft- Ith SUFFOLK CouNTY DEPARTMENT OF HEALTH SERVICES DMSION OF ENVIRONMENTAL QUALITY BOARD OF REvIEw ARTICLE 2,SECTION 220,SUFFOLK CouNTY SANITARY CODE To: Gregson H.Pigott,MD,MPH,Commissioner From: John Sohngen,P.E.,Chair,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: R10-15-0045-Property of Ben & Christine Hansen --- n/w/c/o Harbor Road and Narrow River Road, Orient — t/o 'Southold—SCT'M: I000-02600-0300-0011000 Hearing Date: October 17,2019 Board Members-Mary LaFlair,Geralynn Rosser Reviewer:Edward Lyons Statement of Problem Residential construction standards require that the distance between 'sanitary leaching structures and shallow private wells be at least 150 feet. The applicant is proposing to install a sewage disposal system to serve a single-family dwelling that does not conform to standards in'that the lea�hing structures are less than 150 feet from an onsite and neighboring shallow wells_ The Department's residential construction standards require that an area for 50% expansions of the leaching structures be provided. The proposal does.not provide a 50%expansion area for the leaching structures. The Private Water System standards require that the distance between shallow private wells and sanitary leaching structures be at least 150 feet. The applicant is proposing to utilize a new shallow well to serve a single-family dwelling that does not conform to standards in that the well is less than 150 feet from onsite and neighboring sanitary leaching structures. Findings and Facts 1. The applicant is proposing constriction of a three-bedroom single-family dwelling on a vacant parcel indicated as having an area 12,505 square-feet(sf). 2. The parcel is located in Groundwater Management Zone 4,and is depicted as one lot on the 1991 tax maps. 3. The proposed dwelling is to be served by a new innovative and alternative onsite wastewater treatment system(I/A OWTS) consisting of a HydroAction AN-440 OWTS and five 2-foot deep leaching galleys placed a minimum of 2 feet above highest expected groundwater elevation,with room for one expansion leaching galley. To maintain separation between groundwater and the bottom of the leaching structures, the sanitary system will be placed inside a retaining wall to elevate the grade over the system. I/A OWTS have increased nitrogen removal capabilities compared to a conventional sanitary system(septic tank plus leaching). The sanitary.system is sized for a maximum 4-bedroom dwelling and located on the west side of the property Gregson H.Pigott,MD,MPH,Commissioner Hearing Date:October 17,2019 Subject: Findings and Recommendations of the Review Board Regarding:R10-15-0045—Property of Ben & Christine Hansen — n/w/c%o Harbor Road and'Narrow River Road, Orient — Vo Southold—SCTM: 1000-02600-0300-0011000 4. Soils conditions are good,with 0 to 1 foot of dark brown loam, 1 to 2.6 feet of brown silt,2.6 to 4 feet of water in brown silt,and 4 to 13 feet of water in brown fine to coarse sand. 5. Groundwater was encountered at 4 feet below grade, at elevation 0.2 feet above mean sea level based on NAVD 88 Datum, as per the submitted test hole. The highest expected groundwater elevation is 1.0 feet above mean sea level. 6. As per the groundwater contributing areas and source water assessment maps prepared by Camp Dresser McKee (CDM) in 2009, as part of the Comprehensive Water Resources Management Plan (CWRMP) for Suffolk County, groundwater flow direction is to the southerly towards Gardiner's Bay. 7. Public water is not presently available in this area. Many of the properties in this area are supplied by shallow wells because a standard depth well with 40 feet of water above the well screen cannot be installed due to high chlorides. In such cases,wells can be made shallower,but the separation distance required between leaching pools and wells increases from 100 feet to 150 feet. Because of the presence of existing wells and sanitary systems surrounding the subject parcel, a well and sanitary system cannot be located on the parcel in accordance with all current Department separation distance requirements. 8. .The well driller's certificate for the proposed well shows a total well depth of 23 feet with a static water level of 2 feet, and 18 feet of water above the well screen. Water samples were taken February 12, 2016 and October 18, 2019. The water sample taken February 12, 2016 showed water quality in the well to be in conformance with drinking water standards. The current water sample taken October 18, 2018 showed water quality in the well to be in conformance with drinking water standards with the exception of iron, manganese, chlorides, and aldicarb. 9. Per the applicant's design professional, a whole house ion exchange water softener unit will be installed to treat the iron and manganese. The kitchen sink will'be equipped with a reverse osmosis filter to treat chlorides and a whole house granular activated carbon filter will be installed to treat the aldicarb. 10.The proposed sanitary leaching structures do not meet the minimum required separation distance of 150 feet from shallow drinking water wells,as.follows: a- Approximately 74.5 feet from the proposed on-site shallow well, located downgradient and laterally from the well with respect to the groundwater flow direction. Gregson H.Pigott,MD,MPH,Commissioner Hearing Date:October 17,2019 Subject: Findings and Recommendations of the Review Board Regarding;R10-15-0045—Property of Ben &.Christine Hansen — n/w/c/o Harbor Road and Narrow River Road, Orient — t/o Southold—SCTM: 1000-02600-0300-0011000 b. Approximately 131.3 feet from the existing neighboring well to the north(SCTM: 1000- 06500-3100-01000,property of Abby Tannebaum),located downgradient from that well with respect to,the groundwater flow direction. c. Approximately 83.7 feet from the existing neighboring well to the east(SCTM: 1000- 02600-0300-012000,property of Matthews),located laterally from that well with respect to the groundwater flow direction. d. Approximately 140 feet from the existing neighboring well to the southeast (SCTM: 1000-02700-0400-006000, property of Rueger), located upgradient and laterally from that well with respect to the groundwater flow direction. e. Approximately 113.8 feet from the existing neighboring well to the south(SCTM: 1000- 02700-0400-007000,property of Auerbach),located laterally from that well with respect to the groundwater flow direction. 11.The proposed on-site shallow drinking water well does not meet the minimum required separation distance of 150 feet to on-site and ngeighboring sanitary leaching structures, as follows: a. Approximately 83.7 feet from an on-site leaching stricture, located upgradient and laterally from the on-site sanitary leaching structure with respect to the groundwater flow direction. b. Approximately 85.3 feet from the neighboring sanitary system on the lot to the north (SCTM: 1000-06500-3100-01000,property of Abby Tannebaum),located laterally from the sanitary system with respect to the groundwater flow direction. c. Approximately 115 feet from the neighboring sanitary system on the lot to the east (SCTM: 1000-02600-0300-012000, property of Matthews), located laterally from the sanitary system with respect to the groundwater flow direction. 12'.The applicant's design professional submitted a technical report dated July 19,2019 indicating the proposed subsurface sewage disposal system does not raise the risk of contamination to neighboring wells since the effluent form the system flows lateral or away from private wells. 13.The application was previously reviewed by the Board with a different sanitary system layout that was located on the south side of the subject property. The previous proposal was denied by the Board by letter dated June 14, 2017. The main factor for the denial was that the proposed sanitary system was located upgradient from the private wells on 100-27-4-6(102 ft.) and 1000- 27-4-7(80 ft.). Gregson II Pigott,MD,MPH,Commissioner Hearing Date:October 17,2019 Subject: Findings and Recommendations of the Review Board Regarding:R10-15-0045—Property of Ben & Christine Hansen — n/w/c%o Harbor Road and Narrow River Road, Orient — t/o Southold—SCTM: 1000-02600-0800-0011000 14.The Town of Southold Board of Town Trustees issued approval for the proposal on August 2, 2019. 15.Letters were submitted from neighbors located at 275 Harbor Road,Orient dated March 26,2019 and 5-15.Narrow River Road, Orient dated October 4, 2019 with concerns about drainage and flooding due to the development of the subject property. Determination It was a 2 to 1 determination of the Board to grant the request for the variances for the locations of the proposed new sanitary system and shallow private well,provided that the following conditions are met: • The property owner shall submit verification,from the Town of Southold, that the proposed site improvements meet the town grading and drainage requirements. • The dwelling shall be served by an innovative and alternative onsite wastewater treatment . system,sized in accordance with Department standards. • The property owner shall be responsible to obtain a dewatering permit fxom the agency having jurisdiction,and comply with its terms if dewatering is necessary to remove poor soils below the sewage disposal system. • The installation of the sanitary system,onsite private well and retaining wall shall be certified by a Professional Engineer or Registered Architect licensed in the State of New York using Department forms. • Covenants and/or deeds shall be prepared and filed, in language acceptable to the County Attorney for the following: o Recommending periodic comprehensive water analysis of the onsite private well in order to monitor drinking water quality.' o Require the installation of necessary water conditioning equipment to meet the minimum drinking water standards and/or guidelines of the State of New York if the periodic comprehensive water analyses of the onsite private well indicate water contamination in excess of the minimum drinking water standards and/or guidelines of the State of New York. o Require the installation of water conditioning equipment to treat iron, manganese, chlorides, and aldicarb to ensure'the level meets the minimum drinking water standards and/or guidelines of the State of New York. o To hold harmless,indemnify and defend the County of Suffolk,its employees,offices,or agents harmless from any claim for damages or injuries that may arise out of the installation or use of the private well and sewage disposal system. Gregson H.Pigott,MD,MPH,Commissioner Hearing Date: October 17,2019 Subject: Findings and Recommendations of the Review Board Regarding:RIO-15-0045—Property of Ben & Christine Hansen — n/w/c/o Harbor Road and Narrow River Road, Orient — t/o Southold—SCTM: 1000-02600-0300-0011000 Although the separation. distances between shallow wells and sanitary systems are Jess than those required by standards, the proposed shallow well and sanitary system have been located.in the best possible locations,and as far from neighboring was and sanitary systems as possible. The site has soil and groundwater conditions that will permit the installation and operation of the new sewage disposal; system,and the proposal should not result in any-degradation of groundwater quality. The granting of the requested variances is not a formal approval to construct a dwelling,or to construct or utilize a new well or sewage disposal system on the subject parcel. .Rather,it is a dgtemunation on the specific variances requested, based upon factors noted in §760-609 of the Suffolk County Sanitary Code (Sanitary Code). In compliance with §760-609A(l)(a), the proposed variances are in general conformity with the Sanitary.Code. The variances should not impair groundwater, surface water and drinking water supplies, and, as such, are consistent with criteria specified in §760-609A(i)(b). The granting of the requested variances will not adversely affect the design of an adequate on-site water supply and/or sewage disposal system, taking into account soil conditions, depth to groundwater, direction of groundwater flow, and site-specific physical conditions, and as such, is consistent with criteria specked in§760-609A(t)(e). As per §760,609 of the Sanitary Code,the approval of the variances is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and other natural resources,and public health,safety and welfare. September 15,2020 John Sohng P. Chair—B and o eview z >10 *Note:Alt references to Article 6 of the SuffbIk County Sanitary Coda refer to thoversion effective prior to ranuary 1,2018" Suffolk County Department of Health Services Se\edu 1 �.. Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR Healthmy—N suffolkeountm_y.goy CERTIFICATION OF WELL WATER ANALYSIS This form must be submitted with all,potable well water analyses(Form WWM-I51)and signed by the analyzing laboratory's director or technical director.'Atl water samples submitted to the Department of Health Services Office of Wastewater Management for regulatory purposes must be collected by a properly trained sample collector and analyzed by a laboratory certified under the New York State Environmental Laboratory Approval Program(FLAP). Analyses must be submitted within one year of the sampling date.This form must be completed in its entirety and must contain an original Signature. Health Department Reference Number: 1© — I J CSC 1--F Suffolk Tax Map#:Dist 'tb ^b,; Sects) Z6 Blk(s) 3 Lots(s) j Project Name or Address: 30•5CW' 'j(L+ C - Subdivision Name&Lot#: N% Applicant's Name: kLt C i[J1 1 �Gt ti p SAMPLE COLLECTION INFORMATION: Sample Date: I L Z I- ZGLo Sample Collector: h:�,h )mod Sample Collector Employed By: „ro oe� Collection Point: I 4 L)e_)1 .Raw Water [ ]Treated Water If Treated,Indicate Type(s)of Treatment: Run Time :_1!5'_(15-60 minutes) Pumping Rate: 7.gpm Free Chlorine Residual,lo; ppm Were all parameters listed on the back of this form included in this analysis? { ]Yes No If not please indicate reason for partial sample: Nd l"7D-eJer;a r j e5� ( ,/e,l) Are the results reported on Form WWM-151? Yes [ ]No WATER OUALITY: Laboratory Name and ELAP ID#: l�C.r ►_s l0.�a� �tl,no )vJue- ) a 5 ��L �� )16�'3 C`eck one: This sample does not exceed the drinking water Maximum Contaminant Levels(MCLs)and/or Action Levels contained within Subpart 5-1 of the New York State Sanitary Code for the parameters analyzed. [ ] This sample exceeded one or more of the drinking water MCLs and/or Action Levels contained within Subpart 5-1 of the New York State Sanitary Code of the parameters analyzed. Flag all parameters that exceed MCLs and/or Action Levels on Form WWM-151 To be signed by Laboratory Director or Laboratory Technical Director I certify that this water sample was collected and analyzed in accordance with New York State ELAP approved methods and Suffolk County Department of Health Services Private Water Systems Standards. This sample may be used for regulatory purposes. (Signature) (Print Name) (Date) (Title) WWM-150 (8/15) Suffolk County Department of Health Services Minimum Parameters Required for a Well Water Analysis BACTERIA METALS total coliform arsenic E.coli cadmium calcium chromium NON-METALS copper chloride iron free ammonia lead nitrate magnesium pH manganese specific conductivity zinc MISCELLANEOUS surfactant(MBAS) VOLATILE ORGANIC COMPOUNDS benzene cis 1,3-dichloropropene bromobenzene trans 1,3-dichloropropene bromochloromethane euylbenzene bromomethane hexachlorobutadiene 2-butanone(MEK) isopropylbenzene n-butylbenzene p-isopropyltoluene sec-butylbenzene methylene chloride tert-butylbenzene methyl-tert-butyl-ether(MTBE) carbon tetrachloride naphthalene chlorobenzene n-propylbenzene chlorodifluoromethane styrene chloroethane 1,1,1,2-tetrachloroethane chloroform 1,1,2,2-tetrachloroethane 2-chlorotoluene tetrachloroethene 4-chlorotoluene tetrahydrofuran dibromomethane toluene 1,2-dichlorobenzene 1,2,3-tichlorobenzene 1,3-dichlorobenzene 1,2,4-tichlorobenzene 1,4-dichlorobenzene 1,1,1-trichloroethene dichlorodifluoromethane 1,1,2-trichloroethane 1,1-dichloroethane trichloroethene 1,2-dichloroethane trichlorofluoromethane 1,1-dichloroethene 1,2,3-trichloropropane cis 1,2-dichloroethene 1,2,4-trimethylbenzene trans 1,2-dichloroethene 1,3,5-trimethylbenzene 1,2-dichloropropane m-xylene 1,3-dichloropropane o-xylene 2,2-dichloropropane p-xylene 1,1-dichloropropene vinyl chloride Please note that the Department may require the analysis of additional parameters depending upon the project location, such as: ALDICARB(TEMIK)&METABOLITES DACTHAL METABOLITES aldicarb monomethyltetrachloroterephthalate aldicarb sulfoxide tetrachloroterephthalic acid aldicarb sulfone WWM-150(8/15) Analyte tResult Units NYS_DOH Limit Ammonia as N <1.00 mg/L n/a Methylene Blue Active Substances <0.10 mg/L LAS @ M.W. 340 n/a pH 6.28 units n/a Specific Conductance 522 umhos/cm n/a Temperature @ pH in C 21.5 units n/a Chloride 92.2 mg/L 2'50 Nitrate as N 8.48 mg/L 10 Total Residual Chlorine by Sampler <0.100 mg/L 1,4-Dioxane <0.07 ug/L :1 6:2 FTS <2.00 ng/L 8:2 FTS <2.00 ng/L N-ethylperfluorooctanesulfonamidoacetic Acid <2.00 ng/L N-methylperfluorooctanesulfonamidoacetic Acid <2.00 ng/L Perfluorobutanesulfonic Acid (PFBS) <2.00 ng/L Perfluorobutanoic Acid (PFBA) <2.00 ng/L Perfluorodecanesulfonic Acid (PFDS) <2.00 ng/L Perfluorodecanoic Acid(PFDA) <2.00 ng/L Perfluorododecanoic Acid(PFDoA) <2.00 ng/L Perfluoroheptanesulfonic Acid (PFBHpS) <2.00 ng/L Perfluoroheptanoic Acid (PFHpA) <2.00 ng/L Perfluorohexanesulfonic Acid (PFBHxS) <2.00 ng/L Perfluorohexanoic Acid (PFHxA) <2.00 ng/L Perfluorononanoic Acid (PFNA) <2.00 ng/L Perfluorooctanesulfonamide (FOSA) <2.00 ng/L Perfluorooctanesulfonic Acid (PFOS) <2.00 ng/L 10 Perfluorooctanoic Acid (PFOA) <2.00 ng/L 10 Perfluoropentanoic Acid (PFPeA) <2.00 ng/L Perfluorotetradecanoic Acid (PFTeA). <2.00 ng/L Perfluorotridecanoic Acid (PFTriA) <2.00 ng/L Perfluoroundecanoic Acid (PFUnA) <2.00 ng/L 3-Hydroxycarbofuran <0.50 ug/L Aldicarb <0.50 ug/L 3 Aldicarb Sulfone <0.70 ug/L 2 Aldicarb Sulfoxide <0.50 ug/L 4 Carbaryl <0.50 ug/L Carbofuran <0.90 ug/L Methomyl <0.50 ug/L Oxamyl <1.0 ug/L Cadmium <0.001 mg/L 0.005 Calcium 6.965 mg/L n/a Chromium <0.007 mg/L 0.1 Copper <0.050 mg/L 1.3 Iron <0.100 mg/L 0.3 Magnesium 12.59 mg/L n/a Manganese 0.147 mg/L 0.301 Zinc <0.050 mg/L 5 Arsenic <0.500 ug/L 10 Lead <2.50 ug/L 15 1,1,1,2-Tetrachloroethane <0.50 ug/L .5 1,1,1-Trichloroethane <0.50 ug/L 5 1,1,2,2-Tetrachloroethane <0.50 ug/L 5 1,1,2-Trichloro-1,2,2-trifluoroethane <0.50 ug/L 5 1,1,2-Trichloroethane <0.50 ug/L 5 1,1-Dichloroethane <0.50 ug/L 5 1,1-Dichloroethene <0.50 ug/L 5 1,1-Dichloropropene <0.50 ug/L 5 1,2,3-Trichlo robe nzene <0.50 ug/L 5 1,2,3-Trichloro pro pane <0.50 ug/L 5 1,2,4-Trichlo robe nzene <0.50 ug/L 5 1,2,4-Trimethylbenzene <0.50 ug/L 5 1,2-Dichlorobenzene <0.50 ug/L 5 1,2-Dichloroethane <0.50 ug/L 5 1,2-Dichloropropane <0.50 ug/L 5 1,3,5-Trimethylbenzene <0.50 ug/L 5 1,3-Dichlorobenzene <0.50 ug/L 5 1,3-Dichloropropane <0.50 ug/L 5 1,4-Dichlorobenzene <0.50 ug/L 5 2,2-Dichloropropane <0.50 ug/L 5 2-Chlorotoluene <0.50 ug/L 5 4-Chlorotoluene <0.50 ug/L 5 4-Isopropyltoluene <0.50 ug/L 5 Benzene <0.50 ug/L 5 Bromobenzene <0.50 ug/L 5 Bromochloromethane <0.50 ug/L 5 Bromodichloromethane <0.50 ug/L 5 Bromoform <0.50 ug/L 5 Bromomethane <0.50 ug/L '5 Carbon Tetrachloride <0.50 ug/L 5 Chlorobenzene <0.50 ug/L 5 Chlorodifluoromethane <0.50 ug/L 5 Chloroethane <0.50 ug/L 5 Chloroform <0.50 ug/L 80 Chloromethane <0.50 ug/L 5 cis-1,2-Dichloroethene <0.50 ug/L 5 cis-1,3=Dichloropropene <0.50 ug/L 5 Dibromochloromethane <0.50 ug/L 5 Dibromomethane <0.50 ug/L 5 Dichlorodifluoromethane <0.50 ug/L 5 Ethylbenzene <0.50 ug/L 5 Hexachlorobutadiene <0.50 ug/L 5 Isopropyl benzene(Cumene) <0.50 ug/L 5 m,p-Xylenes <1.00 ug/L 5 Methyl Ethyl Ketone(2-Butanone) <10.0 ug/L 5 Methylene Chloride <0.50 ug/L 5 Methyl-tert-Butyl Ether <0.50 ug/L 10 Naphthalene <5.00 ug/L 5o n-Butylbenzene <0.50 ug/L 5 n-Propylbenzene <0.50 ug/L 5 o-Xylene <0.50 ug/L 5 sec-Butylbenzene <0.50 ug/L 5 Styrene <0.50 ug/L 5 tert-Butylbenzene <0.50 ug/L 5 Tetra chloroethene <0.50 ug/L 5 Toluene <0.50 ug/L 5 trans-1,2-Dichloroethene <0.50 ug/L 5 trans-1,3-Dichloropropene <0.50 ug/L '5 Trichloroethene <0.50 ug/L 5 Trichlorofluoromethane <0.50 ug/L 5 Vinyl chloride <0.50 ug/L 2 Page 1 of 10 LONGLaboratory Report NYSDOH E4AP7t 11693 -ISLAND CTUGH#PH-0284 ANALYl'CAi. ANAB 164456 NJDEP#NYe12 I„F�t'<Dk'AYC'A i t�lES �I�tC:. PADEP4(18-2943 ^'?•�+s4�':7i:7i/n�tJla�:'T1�^,.,.id.PZi.':r2'iCifSrb MYl LIAL# 0122136 January 05,2021 Microspect East ;. Rich Flood 16 Hawthorne Avenue P.O.Box#2909 Sag Harbor,NY 11963 Re: 305 Narrow River Rd Orient NY Dear Rich Flood, Enclosed please find the laboratory Analysis Report(s)for sample(s)received on December 21,2020. Long Island Analytical laboratories analyzed the samples on January 05,2021 for the following: SAMPLE ID ANALYSIS Test Well 91 New C/O Well, EPA 522, EPA 531.2, PFCs Samples received at 1.0°C 1.0 Holding time exceeded,analyze immediate parameter. If you have any questions or require further information, please call at your convenience. Long Island Analytical Laboratories Inc. is a NELAP accredited laboratory.All reported results meet the requirements of the NELAP' standards unless noted.Report shall not be reproduced except in full without the written approval of the laboratory.Results related only to items tested. Long Island Analytical Laboratories would like to thank you for the opportunity to be of service to you. Best Regards, o ��u .-'-• Long Island Analytical Laboratories, Inc. Michael Veraldi-Laboratory Director Page 2 of 10 Client: Micros ect East Client ID:305 Narrow River Rd Orient NY Date(Time)Collected: 12/21/2020 11:00 Sample ID:Test Well Date(Time)Received: 12/21/2020 15:00 Laboratory ID:0122130-01 Matrix: Potable Water ELAP:.#11693 Volatiles Analysis Parameter CAS No, LOQ Result Units Flag 1.1,1,2-Tetrachloroethane 630-20-6 0.50 <0.50 ug/L 1,1,1-Trichloroethane 71-55-6 0.50 <0.50 I uglL 1,1,2,2-Tetrachloroethane 79-34-5, I 0.50 <0.50 ugIL 1,1,2-Trichloro-1,2,2-trifluoroethane 76-13-1 0.50 <0.50 ug/L I 2.13 1,1,2-Trichloroethane 79-00-5 0.50 <0.50 ug/L 1,1-Dichloroethane 75-34-3 0,50 <0.50 ug/L 1,1-Dichloroethene 75-35-4 0.50 <0.50 I ug/L 1,1-Dichloropropene 563-58-6 ( 0.50 <0.50 ug/L 1,2,3-Trichlorobenzene 87-61-6 0.50 <0.50 ug/L 1,2,3-Trichloropropane 96-18-4 0.50 <0.50 ug/L 1,2,4-Trichlorobenzene 120-82-1 0.50 <0.50 ug/L 1,2,4-Trimethylbenzene 95-63-6 0:50 <0.50 ug/L 1,2-Dichlorobenzene 95-50-1 0.50 <0.50 ug/L 1,2-Dichloroethane 107-06-2 0.50 <0.50 ug/L 1,2-Dichloropropane 78-87-5 0.50 <0.50 ug/L 1,3,5-Trimethylbenzene 108-67-8 0.50 .. <0.50 ug/L 1,3-Dichlorobenzene 541-73-1 0.50 <0.50 ug/L 1,3-Dichloropropane 142-28-9 0.50 <0.50 ug/L 1,4-Dichlorobenzene 106-46-7 0.50 <0.50 ug/L 2,2-Dichloropropane 594-20-7 0.50 <0.50 ug/L 2-Chlorotoluene 95-49-8 0:50 <0.50 ug/L 4-Chlorotoluene 106-434 0.50 I <0.50 ug/L 4-Isopropyitoluene 99-87-6 0.50 <0.50 ug/L Benzene 71-43-2 0.50 <0.50 ug/L Bromobenzene 108-86-1 0.50 <0.50 ug/L Bromochloromethane 74-97-5 0.50 <0.50 ug/L Bromodichloromethane 75-27-4 0.50 <0.50 ug/L Bromoform 75-25-2 0.50 <0.50 ug/L Bromomethane 74-83-9 0.50 <0.50 ug/L I Page 3 of 10 Client: Micros ect East Client ID:305 Narrow River Rd Orient NY Date(Time)Collected: 12/21/2020 11:00 Sample ID:Test Well Date(Time)Received: 12/21/2020 15:00 Laboratory ID:0122130-01 Matrix: Potable Water _ ELAP:#11693 Parameter CAS No. LOO Result Units Flag Carbon Tetrachloride 56-23-5 .0.50. <0.50 ug/L Chlorobenzene 108-90-7 0.50 <0.50 ug/L I Chlorodifluoromethane 75-45-6 I 0.50 <0.50 ug/L 2.13 Chloroethane 75-00-3 0.50 <0.50 ug/L Chloroform 67-66-3 0.50 <0.50 ug/L Chloromethane 74-87-3 0.50 <0.50 ug/L cis-1,2-Dichloroethene 156-59-2 0.50 <0.60 ugI cis-1,3-Dichloropropene 10061-01-5 0.50 <0.50 ug/L Dibromochloromethane 124-48-1 0.50 <0.50 ug/L. Dibromomethane 74-95-3 0.50 <0.50 ug/L Dichlorodifluoromethane 75-71-8 0.50 <0.50 ug/L r Ethylbenzene 100-41-4 0.50 <0.50 ug/L Hexachlorobutadiene 87-68-3 0.50 <0.50 ug/L Isopropylbenzene(Cumene) 98-82-8 0.50 <0.50 ug/L I m,p-Xylenes 108-38-31106-42-3 1.00 <1.00 ug/L Methylene Chloride 75-09-2 0.50 <0.50 ug/L Methyl-tert-Butyl Ether 1634-04.4 0.50 <0.50 ug/L Naphthalene 91-20-3 5.00 <5.00 ug/L n-Butylbenzene 104-51-8 0.50 <0.50 ug/L n-Propylbenzene 103-65-1 0.50 <0.50 uglL o-Xylene 95-47-6 0.50 <0.50 ug/L sec-Butylbenzene 135-98-8 0.50 <0.50 ug/L Styrene 100-42-5 0.50 <0.50 ug/L tert-B utyl benzene 98-06-6 0.50 <0.50 ug/L Tetrachloroethene 127-18-4 0.50 <0.50 ug/L Toluene 108-88-3 0.50 <0.50 ug1L trans-1,2-Dichloroethene 156-60-5 0.50 <0.50 ug/L trans-1,3-Dichloropropene 10061-02-6 0.50 <0.50 ug/L µs,r Page 4 of 10 Client:Micros ect East Client ID:305 Narrow River Rd Orient NY Date(Time)Collected: 12/21/2020 11:00 Sample ID:Test Well Date(Time)Received: 12/21/2020 15:00 Laboratory ID:0122130-01 Matrix. Potable Water ELAP:#11693 Parameter CAS No. LOQ. Result Units Flag Trichloroethene 79-01-6 0.50 I <0.50 ug/L Trichlorofluoromethane 75-69-4 0.50 <0.50 ug/L Vinyl chloride 75-01-4 0.50 <0.50 ug/L Surrogate CAS No. %Recovery Rec.Limits Flag 1,2-Dichlorobenzene-d4 2199-69-1 ( 78 70-130 4-Bromofluorobenzene 460-06-4 69 70-130 4.D Internal Standard CAS No. %Recovery Rec.Limits Flag Fluorobenzene- 462-06-6 85 50-200 Methyl Ethyl Ketone(2-Butanone) I 78-93-3 0 0-200 2.B Date Prepared:12/23/2020 Preparation Method:EPA 524.2 Date Analyzed: 12/23/2020 Analytical Method: EPA 524.2 • R'• n i4r(- '^Fm.'A.�.n:.an. ,. .'.A.L.YI,Nt :.f 3�' _ ) � _ .. ,.. ... • .r. l _„ -.f ._ ,. -. Page 5 of 10 Client: Micros0ect East Client ID:305 Narrow River Rd Orient NY Date(Time)Collected: 12/21/2020 11:00. Sample ID:Test Well Date(Time)Received: 12/21/2020 15:00 Laboratory ID:0122130-01 I.Matrix: Potable Water FLAP:#11693 Semivolatile Analysis Parameter CAS No. LOQ Result Units Flag 1,4-Dioxane 123-91-1 0.07 <0.07 ug'/L Date Prepared:01/04/2021 Preparation Method:"'DEFAULT PREP"` Date Analyzed:01/05/2021 Analytical Method:EPA 522 Parameter CAS No. LOQ Result Units Flag 6:2 FTS 27619-97-2 no <2.00 ng/L 2.8 8:2 FTS 39108-34-4 2.00 <2.00 ng/L 2.8 N-ethylperfluorooctanesulfonamidoaceticAcid 2991-50-6 2.00 <2.00 ng/L 23 N-methylperfluorobctanesulfonamidoacetic 2355-31-9 2.00 <2.00 ng/L 2:B Acid PerfluorobutanesuifonicAciid(PFBS) 375-73-5 2.00 <2.00 ng/L 2.13 Perfluorobutanoic Acid(PFBA) 375-22-4 2.00 <2.00 ng/L 2.13 Perfluorodecanesulfonic Acid(PFDS) 335-77-3 2.00 <2.00 ng/L 2.B Perfluorodecanoic Acid(PFDA) 335-76-2 2.00 <2.00 ng/L 23 Perfluorododecanoic Acid(PFDoA) 307-55-1 2.00 <2.00 ng/L 23 Perfluoroheptanesulfonic Acid(PFBHpS) 375-92-8 2.00 <2.00 ng/L 2.B PerfiuoroheptanoicAcid(PFHpA) 375-85-9 2.00 <2.00 ng/L 23 PerfluorohexanesulfonicAcid(PFBHxS) 35546-4 2.00 <2.00 ng/L 2.B Perfluorohexanoic Acid(PFHxA) 307-24-4 2.00 <2.00 ng/L 23 Perfluorononanoic Acid(PFNA) 375-95-1 2.00 <2.00 ng/L 2.13 Perfluorooctanesulfonamide(FOSA) 754-91-6 2.00 <2.00 ng/L 2.13 Perfluorooctanesulfonic Acid(PFDS) 1763-23-1 2.00 <2.00 ng/L Perfluorooctanoic Acid(PFDA) 335-67-1 2.00 <2.00 ng/L Perfluoropentanoic Acid(PFPeA) 2706-90-3 2.00 <2.00 ng/L 2.13 Perfluorotetradecanoic Acid(PFTeA) 376-06-7 2.00 <2.00 ng/L 2.131 Perfluorotridecanoic Acid'(PFTriA) 72629-94-8 2.00 <2.00 ng/L 2.13 Perfluoroundecanoic Acid(PFUnA) 2058-94-8 2.00 <2.00 ng1L 2:8 Date Prepared: 12/31/2020 Preparation Method:EPA 537.1 Date Analyzed:01/05/2021 Analytical Method: EPA 537.1 Page 6 of 10 Client: Microsoect East Client ID:305 Narrow River Rd Orient NY Date(Time)Collected: 12/21/2020 11:00 Sample ID:Test Well Date(Time)Received: 12/21/2020 15:00 Laboratory ID:0122130-01 Matrix: Potable Water ELAP:#11693 Total Low Level Metals Analysis Parameter Date Analyzed Method MDL Result Units Flag Cadmium 01/05/2021 EPA 200.7,Rev. 0.001 <0.001 mg& 4,e,:4.a,c 4.40994) Calcium 01/05/2021 EPA200.7,Rev. 0.050 6.966 mg/L 4.4(1994) Chromium 01/05/2021 EPA200.7,Rev. 0:007 <0.007 rrg/L 4.13 4.4(1994). . Copper 01/05/2021 EPA 200.7,Rev. 0.050 <0.050 mg/L 4.13 4.4(1994) Iron 01/05/2021 EPA200.7,Rev. 0.100 <0.100 mg/L 4.8 4.4 1994 Magnesium 01/05/2021 EPA200.7,Rev. 0.100 12.59 mg/L 4.4(1994) Manganese 01/05/2021 EPA200.7,Rev, 0.010 0.147 mg/L 4.4(1994 Zinc 01/05/2021 EPA200.7,Rev. 0.050 <0.050 mg1L 4,8 4.4(1994) Date Prepared:01/04/2021 Preparation Method:DW-N/A Total Metals Analysis Parameter Date Analyzed Method LOQ Result Units Flag Lead 01/04/2021 EPA200.5 2.50 <2.50 ug/L 4.B Date Prepared: 12/28/2020 Preparation Method:EPA 200.5 Parameter Date Analyzed Method LOQ Result Units Flag Arsenic I 12/28/2020 EPA 200.9 Rev. 0:500' <0.500 ugJL 2.2(1994) Date Prepared: 12/23/2020 Preparation Method: DW-N/A 'Es: Page 7 of 10 Client:Microspect East Client ID:305 Narrow River Rd Orient NY Date(.Time)Collected: 12/21/2020 11:00 Sample ID:Test Well Date(Time)Received: 12/21/2020 15:00 Laboratory ID:0122130-01 Matrix: Potable Water ELAP:#11693 Ion Chromatography Analysis Parameter Date Analyzed Method LOQ Result Units Flag Chloride 12/22/2020 12:13 EPA 300.0 Rev. 10.5. 92.2 mg/L 3.E 2.1(1993) Date Prepared: 12/22/2020 Preparation Method:IC PW Prep Low Level Ion Chromatography Analysis Parameter Date Analyzed Method MDL Result Units Flag Nitrate as N 12122/20201213 EPA 300.0 Rev. 0.210 8.48 mg/L 3.E 2.1(1993) Date Prepared:12/21/2020 Preparation Method:IC PW Prep Page 8 of 10 Client:Microsoect East Client ID:305 Narrow River Rd Orient NY Date(Time)Collected: 12/21/2020 11:00 Sample ID:Test Well Date(Time)Received: 12/21/2020 15:00 Laboratory 1D:0122130-01 Matrix: Potable Water ELAP:#11693 General Chemistry Parameters Parameter Date Analyzed Method LOQ Result Units Flag Specific Conductance 112/2212020 15;53 1 EPA 120.1(Rev. 2.000 522.0 umhos/cm 1982 Date Prepared: 12/22/2020 Preparation Method:No Preparation Parameter Date Analyzed Method LOQ Result Units Flag pH 121221202015:55 SM 18-21 4500-H B I NA 6.28 units 1-C,23 (00) Temperature @ pH in C 112122/2020 15:55 SM 18-21 4500-H B NA 21.50 units (00) Date Prepared: 12/22/2020 Preparation Method:pH-No Preparation Parameter Date Analyzed Method LOQ Result Units Flag Methylene Blue Active 12/22/2020 16:59 I SM 21-23 5540C 0.10 <0.10 mg/L LAS Substances (-00) @ M W 340 Date Prepared: 12/22/2020 Preparation Method:SM5540 C Parameter Date Analyzed Method LOQ Result Units Flag Ammonia as N 12/31/2020 13:16 SM4500-NH3C 1.00 <1.00 mg/L I 2.6 Date Prepared:12/31/2020 Preparation Method:SM4500-NH3 B-97;11 l Page 9 of 10 Client: Microsoect East Client ID:305 Narrow River Rd Orient NY Date(Time)Collected: 12/21/2020 11:00 Sample ID:Test Well Date (Time)Received: 12/21/2020 15:00 Laboratory ID:0122130-01 Matrix: Potable Water I ELAP:#11693 Microbiological Parameters Parameter Date Analyzed Method LOQ Result Units Flag Total Residual Chlorine by 12121/202011!00 . Total Residual I 0.100 <0.100 mg/L Sampler Chlorine by Sampler Date Prepared:12/21/2020 Preparation Method:No Preparation i sue., :+-',•�_ .. .-•try- t Page 10 of 10 Client: Microq_Qect East Client ID:305 Narrow River Rd Orient NY Date(Time)Collected: 12/21/2020 11:00 rsample ID:Test Well Date(Time)Received: 12/21/2020 15:00 Laboratory ID:0122130-01 Matrix:Potable Water ELAP:#11693 Subcontracted Analyses Parameter CAS No. LOQ Result Units Flag 3-Hydroxycarbofuran 16655-82-6 0.50 <0.50 ug/L I 6:G Aldicarb 116-06-3 0.50 <0.50 ug/L I 6.G Aldicarb Sulfone 1646-88-4 0.70 I <0.70 ug/L 6.G Aldicarb Suffoxide 1646-87-3 0.50 <0,50 ug/L 6.G Carbaryl 63-25-2 0.50 <0.50 ug/L 6.G Carbofuran 1563-66-2 0.90 <0.90 ug/L 6.G Methomyl I 16752-77-5 0.50 <0.50 ug/L 6.G Oxamyl 23135-22-0 1'.0 <1.0 ug/L I 6.0 Date Prepared:12/29/2020 Preparation Method:Outside Preparation Date Analyzed:12/29/2020 Analytical Method:EPA 531.2 Data Qualifiers Key Reference: 1.0 Holding time exceeded,analyze immediate parameter. 2.13 Parameter not certifiable by NELAR 3.E Compound reported at a dilution factor. 4.6 Estimated value, Results may have a higher degree of uncertainty as a result of reporting to the MDL but below LOQ. 4.D Surrogate recovery has failed low. 4.J Continuing Calibration Verification(CCV)quality control levels failed low,values are considered to be estimated. 6.G Subcontractor ELAP#11467 C MS/MSD failed, MDL Minimum Detection Limit LOQ Limit of Quantitation l�tf���� .a•aat*`t r . •. ._ } .;' - • ;.:. . ;: •i . ems.. _ �_ tf�; tOHG AA1AlY}CAL i10 Colin Drive•Wolbrooli, Netiv York 11741 •f'hcne(631)472-3400•Fatx 1 P�J 1 <} 1 LpeoaAtrorrEs INC. . rorrc.w..uu,TnrJltmltnlo�nroou• (63 ) 472-8505•Email: LIAL,a l:almc.ccm CHAIN OF CUSTODY / REQUEST FOR ANALYSIS DOCUMENT FCLIENI NAME/ADDRESS tyrACP RICH TINE SPECT EASr? t4 1i rj4CNE-: 6317747682 RICH FLOOD 21DEC20 11.OM1 YES1N0 L0122:130 FAX 631.725.8189 RI"Tj DATt' TILIE CORRECT CbiifA1tiECT LOCAriov - RICHARD J FLOOD 2tUcc2U t 1:b0A �YES/NO (t 305 Narrow River Rd Orient NY 11957 _ TLRMS&CONDIT'IONS in i t - - ' ro nr„Ci'ED A, -- -- t•';1 h n - ! ¢ i ( ._ tat Uy j rn'^R Tuf•nj .n.j 1U.t [.,.hlsptj7Ct+ilt :11.+u „vtr.� - i . - t' 7 LIAL I r I -� ? } L'. 1 r I�,.� l 1 FCt 1.. df:rCL Id•1R I1Y i i Q� O f ! Z Y U/ !i LABORATORY e r' f�4 r I d t I f f SAMPLE n ID tt ?Q ti1Q c �r v�o� ° r'r a4� ' Z I C� I p I } t 1 rer l.e>r.m•r u.,o.,,r- e: ` ✓ ~ LDC 1 I. �,� ✓ .; �! ION W lL 1.�'P2 lJ` DW f G t ``�0.1.1 1 1 • ° I 21 DEC 20 11:00 A ; TEST Well L� ' ` X ix ;X X 1 IX i 12 2. I f l ! Filtered No UnFiitered YES j 3. Field VatLirs I r ( t 5. I Ph = ( T Cl=<O.1 o mq i � i � ► �� i t 7. f 8. 9. 1 ; � ; � :- �,t tt F:•f +r �1-�„ R� t� L c.c�:+)`!C� � ! � j � � � � j o. I I 12. i- Piper. 7 ,9 , ;rr 1 r. ( ` i .7'„�' t f ' 1 i ' `'" 13. 14' T MATMj( S SCJL VF 7Jir:. lU�f irlliOl:,5 I !'v' '✓ N•r tF5 IaLi,S tFh{ L Q OL � >TL fcR r kEt UIPr"D (;G1Ah7�NIS;INSFi=2f1CT10t,5 - __ T'fPc ,AL Q_,1f,7 ' !z F'��J ,� ? NWf�I 150-1'i51 R" t r.�3.;arr r � !., „j1t,u FeY a e rl U1 EC 2 SCHD Requirements luj e D REtlrlDuj$FiE:� Y�(`S1GrF,ifLFiE DATE r H 1 U PP?,FVrEDN.1.;,E �RL Ei R IN,ED NA,'.!t, REF ti Ic4l.: Fj'f, Iu.tArU"t 'E } �c '_'- `:v''jf r, •c I JF/ J . i !E .w }t a I{ C + t1 it L r L _dt rE CANIAP t— Rlc Flood SAMPLE C Stti , '..i r-. t F.,�..I i'S,,.::ri SCOTT A. RUSSELL ��� �. JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 �� Fax. (631)-765—9015 MICHAEL.COLLINSPTOWN.SOUTHOLD.NY.US �" _ JAMIE.RICHTER(&TOWN.SOUTHOLD.NY.US . OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Michael Domino—President July 1, 2019 Southold Town Board of Trustees 53095 Main Road Southold, New York 11971 Re: Hansen Site Plan Review King Street&Harbor Road, Orient, NY SCTM#: 1000-26—3- 11 Dear Mr. Domino: As per a request from your office I have reviewed the site plan prepared by the office of Joseph Fischetti, P.E., dated 6/17/19. Please consider the following: • The stormwater drainage calculations meet the minimum requirements of Chapter 236 for Stormwater Management. • Gutters and Leaders have not been shown or indicated. How will roof runoff be directed to the proposed French Drain? • How will stormwater be directed from the driveway trench drain to the French Drain? What size pipe? Will the drainage pipe be continued into the French drain? • Due to the soil types as shown in the Test Hole provided, I would recommend that all-basic fill material proposed for this site be clean sand or bank run materials. In general, this material can then be covered with a thin layer of topsoil&seed. • The French Drain Section"A-A"indicates what appears to show that the existing soils found at the site will remain between elevations 0.2'and 2.3'. All impervious materials found within this lower zone should be removed and replaced with clean sand prior to the placement of gravel material. Gravel material should be a minimum of 2"stone with no fines and there should also be a non-woven geotextile fabric between the gravel layer and the topsoil. • A note has been shown in the bottom left hand corner that reads'NO SURFACE WATERS WITHIN 300 FEET". Tidal wetlands exist immediately beyond the road shoulder of King Street.(+/-100'from the proposed residence and+/-70'from the sanitary leaching galleys) Any and all access to the site during construction must be raised with an appropriate,stone blend material suitable to protect the public road from silt and debris. All silt fencing must be tightly fitted to each end of the construction entrance and maintained throughout the project. If you have any questions concerning this matter, please contact my office. Sincerely, James A. Richter, R.A Stormwater Manager 18•.0'MAX C.to C. C a cu GUDE m Construction NotesCL _U. 1. All material proposed for this site shall be clean sand or bank U) �o run materials. This material then to be covered with a thin z PERSPECTIVE VIEW layer of topsoil & seed. , roposed Well Y_ 3ENMENI sT 2i2 2. Any and all access to the site during construction must be .�g� S 0) 4 0) F C O raised with an appropriate stone blend material suitable to 2� CL� WOVEN WIRE FENCE �T 0 0 (6x6 - 10/10 WWF) z protect the public road from silt and debris. All silt fencing W z FILTER CLOTH o must be tightly fitted to each end of the construction entrance ......... �, > F-. S��PF N and maintained throughout the projectw EMBED FILTER CLOTH �0 3. Roof gutters and leaders & driveway drain to be connected to 0 MIN. 6" INTO GROUND the perforated pipe installed in the perimeter of the French 3y -1-a 4" m P P P P CU Q Drain z NOTE: / Ilt LID MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET Fence SECTION DETAIL 6 / do STD -ss, p SILT FENCE DETAILS ,�� / �/SA`�.�i4O C8 0 -�-a »B 4bo0 moo, ,�� 0 S�' "6? N W., o 10 2'T0ps0i1 dl,bV TOP Elevation.q 3' o � O '1� '0 < Filter Fabric ? , q If' „� � 2•mroim®stone eonrea mof and driveways V V V gnu �(�. •(, Bottom Elevation.2& ■ Remove all ipavpas ` r• q'I' ,°ti o material+bWd with, 6• ,�0 6 w� /� 0. dean sand&gavel My h S,0 ,'Occ �� 4 z • ,� ' '° X�° G w Section A—A— - 7 >, x / - �— z Scale: N.T.S � �c 1,�� W � � TOTAL ROOF DECK SF = 1,540T z � � �+ TOTAL PLANTING SF = 588 CJ W = 0) � N O TOTAL DECK SF = 362 Q C V) z T 7 ° ( 28 �Qo 2.4' = Existing grade LL Fn M TES T HOLE DATA �83 6 '9� of +4' = Proposed grade W X 6 -s' Z o 0 B Y McDONALD GEOSCIENCE Piping from roof gutters not � m shown. To be completed as W n- 0 DA TE. 03/11/15 q� AFT required in field. 40 EL-2. 8 0. o Stormwater calculations 0 DARK N S'�'�- BROWN LOAM Roof Area = 1540 sf EL= 1. 8 (OL) 1. 0 Planting Area = 589 sf Deck Area = 2490 sf BROWN Total House Footprint = 2490 sf SILT (ML) EL=0. 2 2. 6 Roof Area = 1540 sf x 2" = 256.E cf WATER IN Driveway = 56o sf x 2" = 93.3 of BROWN SILT Area =Impervious Total Im (ML) , p 350 cf storage required EL= 1. 2 4. 0 French Drain System DRAWN BY: JF / RG WATER IN BROWN 15' x 30' x 2' = 900 cf �g .�.�� � �, July 8, 2019 FINE TO 900 cf x 40/ = 36o cf void storage ,, . COARSE rU • w. SAND .' ., _ a (SW) >r rah:, EL= 10. 2 /J. .y SCALE: AS NOTED Stormwater Mana ement PlanMMMOMMA �- Scale: 1"=20' r- • i` SHEET NO: LOT AREA = 12,505 SF jam , f � .'�'.� � SCTM #1000 - 26 - 03 - 11 305 NARROW RIVER RD ORIENT, NY EMERGENCY ESCAPE WINDOW OWNEI PER R310 BEN H CHRIS Tq� 420p 420S W20D q" BROON B ARCHI HANSE W201 6'-3" 420 S o BROOM B 917.20 ^O CNRIST. /B 646.2, W202 _0 W203 3 BEN@E 12001 GUEST BED 2 B o � WOOD FLOORING ' /Y� STRUC G HAGE 12011 BATHROOM c 12051 STAIR ; c REF iYl[_/� v NEW Y TILE l y 212.35 N 06 SD 207 KITCHEN jrV J MAIL@ CL/ /WOOD FLOORING OB CL'/ 01 O 110 CFM TOILET EXHAUST '� W212 SINK D200 ` FAN SINK K 202 1 POWDER ROOM INC ATHTU / TILE p° B SD ON 12081 DINING ROOM // I WOOD FLOORING I I O /` ( ELEC. COOKTOP W/OVEN 42pi e 206 HALL BELOW, 400 CFM FAN WC SINK B lJ WOOD FLOORING •/ T VENTED 70 ROOF 02 1'/ 12101 TERRACE 7-DAY PROGRAMMABLE WOOD DECKING 1 SINK \J 07 THERMOSTAT 1 SINK O BELOW / I � W211 36" HIGH RAILING i. O / ' UL-LISTED FACTORY-BUILT I G 203 BATHROOM B WOOD BURNING FIREPLACE B TILE O W2D7 WITH COMBUSTION AIR INSTALLED PER D201 I A-200 MANUFACTURER'S O, O W208 INSTP.UCTIONS. i I W206 HEARTH EXTENSION HOWER INSTALLED PER 209 LIVING ROOM I ' I 36" RAILING WC � � MANUFACTURER'S WOOD FLOORING10 I ' SPEOFlCATIONS ' I CI 0 I B SEAL C B- -- -- -�7= 0 4 7-0' A I I o 12041 M BEDROOM ---------T WOOD FLOORING 15-34" WOOD DECKING C EMERGENCY ESCAPE WINDOW W20B /7/O PER R310 ✓ , 1 1 I DATE: -- /, o A I v JAN 1 I B 14'-11�" W210 IL. 64'-7} THIS DRAW SERVICE a HANSEN AR A-201 PROJECT F OR NOT.N( MAY BE MA I DESIGN.PU OWNIFF EMERGENCY ESCAPE WINDOW AZOp BEN H PER R310 CHRIS 420 S W100 14'-4. BROOI �' A 3g gin ARCHI 6-6- 0 4 S W10 1 , WALL MOUNTED HEAT o _ BROOI PUMPS / ® 917.2C A CHRIST 646.2 `. BEN@I 100 GUEST BED 1 A /�o WOOD FLOORING ! ` STRU( 0 - - `" HAGE DRYER EXHAUST DUCT WITH �j° ` 36" HIGH RAILING 560 B BACKDRAFT DAMPER 03 NEW 1 DUCTED THROUGH WAIL / C 212.3. D SD 104 STAIR `� ` MAIL@ 6 T� _ OI HWH DOMESTIC ELECTRIC WATER �D ` DECK ABOVE HEATER W107 08 09 SO 110 CFM TOILET EXHAUST A FAN DUCTED TO ROOF WC 05 UP\ ROOF LEADER / 03 /! DN Z h F SINK oIf 11051 FOYER `Q N S f D /CL 03 / TILE hN ® 11011 BATHROOM TILE EMERGENCY ESCAPE WINDOW CL PER R310 r E �� F 06 CL f ;/ I 106 DECK I I z ` I � a-zao N WOOD DECKING W106 o A o A 06 r 11021 HOME OFFICE I WOOD FLOORING irk D i •�/ 36" HIGH RAILING / A I- - - SEAL:* 103 MEDIA - - - - - = — — — — - - — JJ WOOD FLOORING — IC RAMP SLOPE= 1:14 EMERGENCY ESCAPE WINDOW PER R310 W104 / DATE: JAN 1 A 15-21" WI05 36'_4y' 53'-3}' THIS DRAV SERVICE A HANSEN A REOJECTI OR NOT.N MAY BE M 1 DESIGN,R RE RODDC HANSEN ARCHITECTURE + DESIGN 420 State Street,Brooklyn NY 11217 February 8, 2020 Southold Building Department PO Box 1179 Southold NY 11971 RE: New Building Submission 305 Narrow River Road Orient, NY 11957 To Whom It May Concern, Please find enclosed: 1. Building Permit Application with covenants recorded 4/12/21 2. Permit to Construct Approved 12/8/21 3. 4 sets Filing Drawings 4. Survey by Young &Young 5. Signed check made out to Southold Building Department 6. Septic form and receipt 7. Letter of Non-Jurisdiction from N.Y.S.D.E.C. 8. Trustees Permit dated 05/21/21 9. Letter from Board of Town Trustees transferring permit to the Hansen's 10. Proposed Planting Plan (part of our submission to the Trustees) 11. Flood Development Permit Application with Site Plan 12. Single and Separate Title dated 2/1/2022 13. Stormwater Management Plan signed and sealed by Joseph Fischetti P.E. dated 7/8/2019 Thank you for your review and I look forward to hearing your comments on our proposal,. Sincer y, Christine Hansen christine@hansen-architecture.com 917-202-9706 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT,MD,MPH Commissioner CERTIFIED MAIL-RETURN RECEIPT August 23, 2021 Ben Hansen 420 State Street Brooklyn,NY 11217 RE: H.D. Ref. #R10-15-0045; S.C.T.M. 1000-26-3-11; n/w/c/o Harbor Road and Narrow River Road, Orient-t/o Southold Dear Mr. Hansen: Please be advised that the SCDHS Permit for Construction of the water and sanitary facilities at the above referenced location is hereby rescinded. This office has been informed that the sanitary system and well location for the north neighboring lot, S.C.T.M.#: 1000-26-3-10, was shown incorrectly on the site plan. A Board of Review hearing was held on July 29, 2021 for the neighboring lot, filed under SCDHS Reference #: R-20-1298, which shows the correct location of their existing sanitary system and well locations. Based upon the above information, this office has no recourse but to rescind your permit in accordance with Article 3, Section 760-305 & 307 of the Suffolk County Sanitary Code until this matter is resolved. Please submit four revised preliminary plans showing the correct location of the existing well and sanitary system for the neighboring lot, S.C.T.M.#: 1000=26-3-10, along with an updated engineering report and revised design layout, as required, for the proposed well and sanitary facilities on your lot. Based upon the additional information, a revised Board of Review variance may also be required. Should you have any further questions concerning this matter, please do not hesitate to contact me at (631)- 852-5700. Sincerely yours, i Nadia Tintera Senior Public Health Sanitarian Office of Wastewater Management cc: Craig Knepper,P.E., Office of Wastewater Management Joseph Fischetti, P.E. Town of Southold Building Department j DIVISION OF ENVIRONMENTAL QUALITY—OFFICE OF WASTEWATER MANAGED Dui 360 Yaphank Avenue,Suite 2C,Yaphank, NY 11980 p� H h (631)852-5700 1 Fax(631)852-5755 Pr.fnl.P/om01f Pro1111. HANSEN ARCHITECTURE + DESIGN 420 State Street,Brooklyn NY 11217 March 26, 2022 Nancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold NY 11971 RE: New Building Submission 305 Narrow River Road Orient, NY 11957 Dear Ms. Dwyer, Please find enclosed: 1. Color copy of Site Plan by Joseph Fischetti, P.E. dated Sept. 19, 2021 approved 12/8/21 2. Board of Review Determination dated 12/8/2021 Thank you for your review. onsen christine@hansen-architecture.com 917-202-9706 HANSEN ARCHITECTURE + DES'IGN 420 State Street,Brooklyn NY 11217 April 5, 2022 Nancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold NY 11971 RE: New Building Submission 305 Narrow River Road Orient, NY 11957 Dear Ms. Dwyer, Please find enclosed: 1. 4 sets of the following pages: title page, A-002, A-003,A-100, A-102, A-103, A-104 -Thank you for your review. Sin�ly, C ristin Hansen christine@hansen-architecture.com 917-202-9706 HANSEN ARCHITECTURE + DESIGN 420 State Street,Brooklyn NY 11217 May 3, 2022 Nancy Dwyer E `J E : Building Permits Examiner JUN 0 Town of Southold Building Department Annex Building BUILDING DEPT. 54375 Main Road -roWNDFSOUTHOLD Southold NY 11971 RE: New Building Submission 305 Narrow River Road Orient, NY 11957 Dear Ms. Dwyer, Please find enclosed: 1. 3 copies page A-004.00 Partition Types page I'm sorry for my error in page numbering that caused this page to be accidentally omitted from the approved set. Please include it in the approved set of drawings. Sincer , Christine Hansen christine@hansen-architecture.com 917-202-9706 lc -4• -- 11001 GUEST BED 1 Wcr[D TI—I wnLL lj V V�`I nCa RP OO r.x o.CTM o xr '� Dx lD� unuTY cL I � [ w 101 BATHROOM '•` 106 DECK i � i D+oo o I ' 702 rH�OME�OFe CE ® /0 0� I Fx x ID O v,1R.DCB ar IST FLOOR PLAN (1 IST FLOOR PLAN Sn_FI A-102.00 Mejia, Evelin From: Ben Hansen <ben@brharchitect.com> Sent: Monday,July 7, 2025 2:26 PM To: Meyer, Nancy Cc: Ichansenl226@gmail.com'; Mejia, Evelin Subject: Re: Inspection report Hi Nancy- Hope you had a nice 4th of July weekend We do have some questions regarding our inspection and what is required. Can someone in the department help us with our questions? I also happy to discuss on the phone or come to the department to review. Whichever is more productive. Thank you and sorry to bother you. BEN HANSEN, RA BEN HANSEN ARCHITECT, LLC 420 STATE STREET rt BROOKLYN, NY 11217 m.646.246.3938 f VVV e. ben of).brharchitect.corn w.www.brharchitect.com Please consider the environment before choosing to print this e-mail. From: USPS<ben@brharchitect,com> Date:Tuesday,June 24, 2025 at 9:40 AM To: "Meyer, Nancy" <nancym@southoldtownny.gov>, "Mejia, Evelin" <evelinm@southoldtownny.gov> Cc: "'chansen1226@gmaiI.com` <chansen1226@gmail.com> Subject: Re: Inspection report Hi Nancy- Thank you for this list. I will be handling most of these objections, but I do have some questions: 1. Green stamp from BOH- OK 2. Plumbing Solder certificate- OK 3. Storm Shutters-We understand that we need to have onsite precut 5/8" exterior grade plywood panels for all windows and doors tagged accordingly-please confirm 4. Energy Certificate on panel- Do you have a specific form for this that we can fill out? I am not finding anything online... 5. Flood Elevation Certificate- OK 6. Trustees C of C- OK 7. Architect to Certify foundation Piles, rough plumbing and corrections at insulation. Can you tell me what you are looking for?Any template you can provide? 8. Smoke/CO2 detector needed.at lower level guest bedroom -OK 9. Guard/Rail needed on stair to back entry- OK 10. Stair guards and railings need to comply with Sections R311 and R312 -Yes, I will check the stair and guards/railings etc. for height/4" ball passage etc. What exactly do you need for this note? 11. 36" high guard required on deck in front of living room or fully enclose terrace.-OK i 12. Tension needed on cables at far left side of deck along with top rail required-OK 13. Tempered glazing at master bath window-All of our windows below 30" are tempered per code. Is this what you are looking for? 14. Ceiling at kitchen light to be closed.-OK 15. Truss placard posted on meter-OK 16. Blower door results and Manuals D, J and S -OK Can you tell me how these objections will be resolved-is there another site inspection of do we handle these through photographs and submissions? Thank you so much- I am working on these right now. BEN HANSEN, RA BEN HANSEN ARCHITECT, LLC 420 STATE STREET BROOKLYN, NY 11217 m.646.246.3938 e. ben brharchitect.conn w.www.brharchitect.com Please consider the environment before choosing to print this e-mail. From: "Meyer, Nancy" <nancym@southoldtownny.gov> Date:Wednesday,June 11, 2025 at 3:18 PM To: "'chansen1226@gmail.com` <chansen1226@gmail.com>, USPS<ben@brharchitect.com>, "Mejia, Evelin" <evelinm@southoldtownny.gov> Subject: Inspection report Hi Christine, Attached is a copy of your inspection report from the inspection which took place the other day. There are quite a few items which need to be addressed so if you have any questions,feel free to reach out to the building department. ✓'Vayccy Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 2 COUNTY OF SUFFOLK _ ID) 2 � 2 11 n nn IS IS V E _ 4 MAR 2 7 2022 e BUILDING DEP . T TOWN OF SO STEVEN IBELLONE UTHO � LD SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD;MPH COMMISSIONER December 8, 2021 Ben and Christine Hansen 515 Canal Street, Ground Floor New York,NY 10013 Subject: Board of Review Hearing— October 17, 2019,Decision Date September 15,2020 R10-15-0045—Property of Ben&Christine Hansen—n/w/c/o Harbor Road and Narrow_ River Road, Orient—t/o Southold—SCTM: 1000-02600-0300-0011000 Dear Mr. and Mrs. Hansen, The Suffolk County Department of Health Services (DHS) Board of Review (BOR) has received the revised site plan dated September 19,2021 and Technical Report Dated November 22,2021 for the above application, which was originally approved by the BOR in a determination, dated September 15, 2020 (attached). The variances approved per the decision were for reduced setbacks from onsite and neighboring drinking water wells to the proposed onsite sanitary leaching structures, reduced setbacks from the proposed onsite drinking water well to onsite and neighboring sanitary leaching structures, and for lack of a 50% expansion area of the proposed onsite sanitary leaching structures. The revised plan is for the relocation of the proposed onsite drinking water well to increase separation distances from the existing upgradient onsite sanitary leaching structure located on SCTM 1000-02600- 0300-0010000,which was incorrectly depicted on the previous plan submitted to the BOR. The proposed relocated on-site shallow drinking water well does not meet the minimum required separation distance of 150 feet to on-site and neighboring sanitary leaching structures. Below are the revised setbacks from the onsite shallow drinking water well to onsite and neighboring sanitary leaching structures: a. Approximately 89.9 feet from an on-site leaching structure, located-laterally from the on-site sanitary leaching structure with respect to the groundwater flow direction. b. Approximately 141.3 feet from the neighboring sanitary system.on the lot to the north (SCTM: 1000-06500-3 100-0 1000, property of Abby Tannebaum), located downgradient from the sanitary system with respect to the groundwater flow direction. c. Approximately 55.3 feet from the neighboring sanitary system on the lot to the east(SCTM: 1000- 02600=0300-012000, property of Matthews), located laterally from the sanitary system_ with respect to the groundwater flow direction. 1 0Division Of Environmental Quality o Board Of Review o 360 Yaphank Avenue,Suite 2B o Yaphank NY 11980e # Phone(631)852-5801 Fax(631)852-5825 P Pr Prevent..Pcamote.Protect. Board of Review Hearing-October 17,2019,Decision Date September 15,2020' Subject: R10-15-0045 — Properly of Ben & Christine Hansen — n/w/c/o Harbor Road and Narrow River Road, Orient—t/o Southold—SCTM: 1000-02600-0300-0011000 Date: December 8, 2021 Page 2 The BOR notes that the technical report prepared by your New York State Licensed Professional Engineer indicates the new well location is the most suitable for the building site and will function properly without causing any health hazard or detrimental impact on the surrounding environment. The BOR also notes that the setbacks from the onsite sanitary leaching structures to neighboring drinking water wells have not changed from the original BOR approval. The proposed relocated well will be an improvement compared to the previous onsite well location since it will increase separation distances from the neighboring sanitary leaching structures located upgradient from the proposed onsite drinking water well,and therefore,the proposed change to the site plan does not change the original approval by the BOR of the requested variances provided the following conditions are met(and stated in the original BOR determination): 0 The property owner shall submit verification, from the Town of Southold, that the proposed site improvements meet the town grading and drainage requirements. 0 The dwelling shall be served by an innovative and alternative onsite wastewater treatment system, sized in accordance with Department standards. 0 .The property owner shall be responsible to obtain a de-watering permit from the agency having jurisdiction, and comply with its terms if dewatering is necessary to remove poor soils below the sewage disposal system. 0 The installation of the sanitary system, onsite private well and retaining wall shall be certified by a Professional Engineer or Registered Architect licensed in the State of New York using Department forms. 0 Covenants and/or deeds shall be prepared and filed,in language acceptable to the County Attorney for the following: o Recommending periodic comprehensive water analysis of the onsite private_ well in order to monitor drinking water quality. o Require the installation of necessary water conditioning equipment to meet the minimum drinking water standards and/or guidelines of the State of New York if the periodic comprehensive water analyses of the onsite private well indicate water contamination in excess of the minimum drinking water standards and/or guidelines of the State of New York. o Require the installation of water conditioning equipment to treat iron, manganese, chlorides, and aldicarb to ensure the level meets the minimum drinking water standards and/or guidelines of the State.of New York. o To hold harmless, indemnify and defend the County of Suffolk, its employees, offices, or agents harmless from any claim for damages or injuries that may arise out of the installation or use of the private well and sewage disposal system. t .•Board of Review Hearing.�-October 17, 2019,Decision Date September 15,2020 Subject: R10-15-0045 — Property of Ben & Christine Hansen — n/w/c/o Harbor Road and-Narrow River Road, Orient—t/o Southold—SCTM: 1000-02600-0300-0011000 Date: December 8,2021 Page 2 If you have any questions,please feel free to contact me. Very truly urs, Johri So Chief P li ealth Engineer Chair, and of Review Cc: Board of Review File—Yaphank Mr.Joshua Auebach Mr.Edward Lyons..—Reviewer Mr. &Mrs.Rieger Ms. Heather Lanza—Town of Southold Ms. Catherine Matthews Mr. Joseph Fischetti, P.E. Ms. Mildred M.Pascucci Ms. Abby Tannenbaum Ms. Karen A. Hoeg,Esq. ' COUNTY OF SgTF FOLK e STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH COMMISSIONER September 15,2020 Ben and Christine Hansen 515 Canal Street, Ground Floor New York,NY 10013 Subject: Board of Review Hearing October 17,2019 R10-15-0045—Property of Ben&Christine Hansen—n/w/c/o Harbor Road and Narrow River Road, Orient—t/o Southold—SCTM: 1000-02600-0300-0011000 To Whom It May Concern: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted,the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. Very truly s, John Sohn en,P.E. Chief Public ealth Engineer Chair,Board of Review Enclosure Cc: Board of Review File—Yaphank Ms.Lynne Burns-OWM Mr.Edward Lyons—Reviewer Mr.Andrew Freleng—Planning Department Ms.Heather Lanza—Town of Southold Ms.Abby Tannenbaum Mr. Joseph Fischetti,P.E. Ms:Catherine Matthews Mr.Joshua Auebach Ms.Mildred M.Pascucci Mr. &Mrs.Rieger Ms.Karen A.Hoeg,Esq. oDivision Of Environmental Quality o Board Of Review o 360 YaphankAvenue,Suite 2B o Yaphank NY 11980o Q Phone(631)852-5801 Fax(631)852-5825 �t1�D�1C� Ith Prevent.Promote.Protect. 1 ' ,SYT]HFol(K CouNTY DEPA,RTmmNT OF HEALTa Smvxcm DMSION OF ENVJRONMENTAL QUALaTY BOARD 07 I;tEVMW � ARucu 29 SwnoN 220,SUFFOLK COUNTY SA MTARY CODI To: Gregson H.Pigott,MD,MPH,.Commissioner From: Joha Solingen,P.E.,Chair,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: R10-15-0045—Property of Ben & Christine Hansen — n/w/c/o Harbor Road and Narrow River Road, Oxient — t/o Southold—SCTM: 1000-02600-0300-0011000 Hearing Date: Oetober.17,2019 . Board Members:Mary LaFlair,Geralynn Rosser Reviewer:Edward Lyons Statement of Problem Residential construction standards require that the .distance between 'sanitary.leaching structures and shallow private wells.be at least 150 feet, The applicant is proposing.to.install a sewage-disposal system to serve,a single-family.dwelling that does not conform to.standards in that the leashing structures are less than 150 feet from an onsite and neighboring shallow wells. The Department's residential construction standards require that an area for 50% expansion of the leaching structures be provided. The proposal does not provide a 50% expansion area for the leaching structures. The-Private Water,System standards require that the distance between shallow private wells and sanitary leaching structures be at least 150.feet. The applicant is proposing to utilize a new shallow well to serve a single-family dwelling that does not conform to standards in:that the well is less than 150 feet from onsite and neighboring sanitary leaching structures_ Andnngs and Facts 1. The applicant is proposing construction of a three-bedroom single-family dwelling on a vacant parcel indicated as having an area 1.2,505 square-feet(sf). 2. The parcel is located in Groundwater Management,done 4,and is depicted as one lot on the 1981 tax maps. 3. The proposed dwelling is to be served by a new innovative and alternative .onsite wastewater treatment system (I/A OWTS) consisting of a HydroAction AN-440 OWTS and five 2-foot deep leaching galleys placed a minimum of 2 feet above highest expected groundwater elevation,with room for one expansion leaching galley. To maintain separation between groundwater and the bottom of the leaching structures, the sanitary system will be placed inside a retaining wall to elevate the grade over the system. I/A OWTS have increased nitrogen removal capabilities compared to a conventional sanitary system (septic tank plus leashing). The sanitary.system is sized for a maximum 4-bedroom dwelling and located on the west side of the property Gregson H,Pigott,MD,MPH,Commissioner Hearing Date: October 17,2019 Subject: Findings axed Recommendations of the Review Board Regarding:R10-15-0045---Property of Ben & Christine Hansen — n/w/c% Harbor Road and'Narrow River Road, Orient — t/o Southold—SCTM: 1000-02600-0300-0011000 4. Soils conditions are good,with 0 to 1 foot of dark brown loam, 1 to 2.6 feet of brown silt,2.6 to 4 feet of water in brown silt, and 4 to 13 feet of water in brown fine to coarse sand. 5. Groundwater was encountered.at 4 feet below grade, at elevation 0.2 feet above mean sea level based on NAVD 88 Datum, as per the submitted test hole. The highest expected groundwater elevation is 1.0 feet above mean sea level. 6. As per the groundwater contributing areas and source water assessment maps prepared by Camp Dresser McKee (CDM) in 2009, as part of the Comprehensive Water Resources Managempiit Plan (CWRMP) for Suffolk County, groundwater flow.direction is to the sodtheily towards Gardiner's Bay. 7. Public Water "is not presently available in this area. Many of the properties in this area'are supplied by shallow wells because 'a;standard depth well with 40 feet of water above'the well screen cannot be installed due to high chlorides. In such cases,wells can'be made shallower,but the separation distance required between leaching pools'and wells increases fir 100 feet to 150 feet. Because of the presence of existing wells and sanitary systems surrounding the subject parcel, a well a-ad sanitary system cannot be located on the parcel in accordance with all current Department separation distance requirements*. 8. The well driller's certificate for the proposed well shows a total well depth of 23 feet with a static water level of 2 feet, and 18 feet of water above the well. screen. Water samples were taken February.12, 2016 and October 18, 2018. The water sample taken February 12, 2016 showed water quality in the well to be in conformance with drinking water standards. The current water sample taken October- 18, 2018 showed water-quality in the well to be in . conformance with drinking water standards with the exception of iron, manganese, chlorides, and aldicarb. 9. Per the applicant's design professional, a whole house ion exchange water softener unit will be installed to treat the iron and-manganese. The kitchen sink will'be equipped with 'a reverse osmosis filter to treat chlorides and a whole house granular activated carbon filter will be installed to treat the aldicarb... 10.The proposed sanitary leaching structures do not meet the minimum required separation distance of 150 feet from shallow drinking water wells,as follows: a Approximately 74.5 feet from the proposed on-site shallow well, located downgradient and laterally from the well with respect to the groundwater flow direction. Gregson H.Pigott,MD,MPH, Commissioner Hearing Date: October 17,2019 Subject: Findings and Recommendations of the Review Board Regarding;RI 0-15-0045—Property of Ben &.Christine Hansen — n/w/c/o Harbor Road and Narrow River Road, Orient — t/o Southold—SCTM: 1000-02600-0300-0011000 b. Approximately 131.3 feet from the existing neighboring well to the north(SCTM: 1000- 06500-3100-01000, property of Abby Tannebaum), located downgradient from that,well with respect to the-groundwater flow direction. c. Approximately 83.7 feet from the existing neighboring well to the east (SCTM: 1000- 02600-0300-012000,property of Matthews), located laterally from that well with respect to the groundwater flow direction_ d. Approximately 140 feet from the existing neighboring well to the southeast (SCTM: 1000-02700=0400-006000, property of Rueger), located upgradient and laterally from that well with respect to the groundwater flow direction. i e. Approximately 113.8 feet from the existing neighboring well to the south (SCTM: 1000- 02700-0400-007000, property of Auerbach), located laterally from that well with respect to the groundwater flow direction. 11. The proposed on-site shallow drinking water well does not meet the minimum required separation distance of 150 feet to on-site and neighboring sanitary leaching structures, as follows: a. Approximately 83.7 feet from an on-site leaching structure, located upgradienf and laterally from the on-site sanitary leaching structure with respect to the groundwater flow direction. b. Approximately 85.3 feet from the neighboring sanitary system on the lot to the north (SCTM; 1000-06500-3100-01000, property of Abby Tannebaum), located laterally from the sanitary system with respect to the groundwater flow direction. c. Approximately 115 .feet from the neighboring sanitary system on the lot to the east (SCTM: -1000-02600-0300-012000, property of Matthews), located laterally from the sanitary system with respect to the groundwater flow direction. 12-.The applicant's design professional submitted a technical report dated July 19, 2019 indicating the proposed subsurface sewage disposal system does not raise the risk of contamination to neighboring wells since the effluent form the system flows lateral or away from private wells_ 13.The application was previously reviewed by the Board with a different sanitary system layout that Was located on the south side of the subject property. The previous proposal was denied by the Board by letter dated June 14, 2017. The main factor for the denial was that the proposed sanitary system was located upgradient from the private wells on 100-27-4-6 (102 ft.) and 1000- 27-4-7 (80 ft.). 9 Gregson H.Pigott,MD,MPH, Commissioner Hearing Date:October 17,2019 Subject: Findings and Recommendations of the Review Board Regarding:R10-15-0045—Property of Ben & Christine Hansen -y n/w/c%o Harbor Road and Narrow River Road, Orient — t/o Southold—SCTM: 1000-02600-0300-0011000 14. The Town of Southold Board of Town Trustees issued approval for the proposal on August 2, 2019. 15.Letters were submitted from neighbors located at 275 Harbor Road,Orient dated March 26,2019 and 515.Narrow River Road, Orient dated October 4, 2019 with concerns about drainage and flooding due to the development of the subject property. Determination It was a 2 to 1 determination of the Board to grant the request for the variances for the locations of the proposed new sanitary system and shallow private well,provided that the following conditions are met: 8 The property owner shall submit verification,from the.Town of Southold, that the proposed site improvements meet the town grading and drainage requiremients. Q The dwelling shall be served by an innovative and alternative onsite wastewater treatment . system,sized]€n accordance with.Department standards. The property owner shall be responsible to obtain a dewatering permit from the agency having jurisdiction,and comply with its terms if dewatering is necessary to remove poor soils below the sewage disposal system. o The installation of the sanitary system,onsite private well and retaining wall shall be certified by a Professional Engineer or Registered Architect licensed in the State of-New York using Department forms. ® Covenants and/or deeds shall be prepared and filed, in language acceptable to the County Attorney for the following: o Recommending periodic comprehensive water analysis of the onsite private well in order to monitor drinking water quality. o Require the installation of necessary water conditioning equipment to meet the minimum drinking water standards and/or guidelines of the State of New York if the periodic comprehensive water analyses of the onsite private well indicate water contamination in excess of the minimum drinking water standards and/or guidelines of the State of New York. o Require the installation of water conditioning equipment to treat iron, manganese, chlorides, and aldicarb to ensure the level meets the minimum drinking water standards and/or guidelines of the State of New York. o To hold harmless, indemnify and defend the County of Suffolk,its employees,offices; or agents harmless from any claim for damages or injuries that may arise out of the installation or use of the private well and sewage disposal system. a 0 Gregson H.Pigott,MD, MPH,Commissioner Hearing Date: October 17,2019 Subject: Findings and Recommendations of the Review Board Regarding:RI0-15-0045—Property of Ben & Christine Hansen — n/w/c/o Harbor Road and Narrow River Road, Orient _ t/o Southold—SCTM: 1000-02600-0300-0011000 Although the separation distances between shallow wells and sanitary systems are less than those required by standards, the proposed shallow well and sanitary system have been located.in the best possible locations, and as far from neighboring wells and sanitary systems as possible-. The site has soil and groundwater conditions that will permit the installation and operation of the new sewage disposal system,and the proposal should not result in any degradation of groundwater quality. The granting of the requested variances is not a formal approval to construct a dwelling, or to construct or utilize a new well or sewage disposal system on the subject parcel. Rather, it is a determination on the specific variances requested, based upon factors noted in §760-609 of the Suffolk County Sanitary Code (Sanitary Code). In compliance with §760-609A(1)(a), the proposed variances are in general conformity with the Sanitary.Code. The variances should not impair groundwater, surface water and drinking water supplies, and, as such, are consistent with criteria specified in §760-609A(1)(b). The granting of the requested variances will not adversely affect-the design of an adequate on-site water supply and/or sewage disposal system, taking into account soil conditions, .depth to groundwater, direction of groundwater flow, and site-specific physical conditions, and as such, is consistent with criteria specified in§760-609A(1)(e). As per §760-609 of the Sanitary Code, the approval of the variances is in harmony with the'general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and other natural resources,.and public health,safety and welfare. September 15,2020 John Sohng ,P. 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IL m H armlet Y/uomm.raml a Sus m H m I BOn eux � s 61-0» \ \ S1'-6 0 ��v RESIDENCE tiN o I / N L1 / 64'-6 45'-0 o » 0 O L HARBOR ROAD PROJECT: DATE: DESCRIPTION: HANSEN ARCHITECTURE + DESIGN 305 NARROW RIVER ROAD JAN 28, 2022 420 STATE STREET B R O O K L Y, N Y 1 1 21 7 ORIENT NY 11957 9 1 7 .2 0 2 .9 7 0 6 P H DRAWING TITLE: DRAWING NUMBER: SITE PLAN S K - 01 FLOOR AREA SUMMARY LOT COVERAGE SUMMARY FLOOR INTERIOR SQUARE FOOTAGE EXTERIOR SQUARE FOOTAGE AREA SQUARE FOOTAGE GROUND FLOOR 94 SF -- ROOF 1,450 SF IST FLOOR 996 SF 750 SF PLANTING 314 SF /—� I687 F 2ND FLOOR S 247 SF DECK 444 SF TOTAL 2,777 SF 997 SF TOTAL 2,208 SF WELL LOCATION OWNERS: \ BEN HANSEN \ CHRISTINE HANSEN 420 STATE STREET N o w INSULATED, HEATED SHED / BROOKLYN, NY 11217 ENCLOSURE o `� 11�, „ (if / 8 ` 1 p2,`9/„ ARCHITECT OF RECORD: o ` S4028 pp„ HANSEN ARCHITECTURE + DESIGN OIL EL +6 -0 E 420 STATE STREET BASE FLOOD ELEVATION / ^ SHED BROOKLYN, NY 11217 0 INSULATED WATER PIPING / WITH SELF REGULATING "� 706 CHRISTINE HEATED CABLE TO UP ` @HANSEN-ARCHITECTURE.COM ACCESSORY MECHANIC L 646.246.3938 PREVENT FREEZING ABOVE / STRUCTURE BEN@BRHARCHITECT.COM I I FROST LEVEL OIL EL + 0'-0' ` �� STRUCTURAL ENGINEER: I r SEA LEVEL ENGINEERINGHAGE C Z 560 BROADWAY, #501 � `\ NEW YORK, NY 10012 ? mQ 212.358.7778 12',11 Q_I�O Q ~ I MAIL@HAGEENGINEERING.COM SHED ELEVATION "' NEW 2 „ _ PLANTINGS RED CEDAR 1�4 - 0 RETAINING WALL, --�;--� ,�,�-, �-,1 r,� +4.0' TOP OF RETAINING WALL �-. I' ' y� ' +6.0' SHALL NOT TO EXCEED 4 _ DD 28,` IN HEIGHT ALONG ANY 6/ PART OF THE WALL ON ``S fir-° 2 4 20211 \ THE ROAD SIDE OF THE - WALL TOILET EXHAUST DUCT AND f \ +7.0' L VENT / I PROPERTY LINE F —1 ° D l Z co ROOF I 35'-0'r / .� �/ SKYLIGHTS 1,450 SF I SIDE ARID S TBACK 1 ' I N +8.0 0 0 0 OPEN I I N TO � Of � DECK N NEW WELL LOCATION / BELOW 1 I o � Y 1 J 7 GREEN ROOF +8.5' Ld 314 SF \ I 0 OPEN c� I I I I cr) / / 1 w 0 SEAL: 16'-8 >, 7,_3 „ 1 40'-61„ SE YARo TgACK I 64'-6j„ ` / 7T«0 v4.2 6 ,'1.� I � of NEB^� U \I Q DATE: ISSUE: REV: m I JAN 1 2022 DOB SUBMISSION I I W o I 0 _ PROPERTY LINE SEP 12 2024 PAA 1248 -0 I FRENCH DRAIN I a ,`r'o a NEW SEPTIC SYSTEM +6.0' / I I O NEW CONCRETE RETANNNG of WALL. TOP OF WALL = J 4.0' 30" WITHIN 30' OF T PROPERTY LINE G2AVEL DRIVEWAY I I EXISTING GROUNDSEL THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL 20'-0" BUSHES SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS / MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR l REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR ADD128'-41" N57'16'10"W 30'-0„ THIS PI ONS TO I PROJECT COMPLETION OF PROJECT BY WITHOUT WRITTEN CONSENT. ®COPYRIGHT 10 SCALE: RETAINING WALL, DATE: TOP OF RETAINING WALL N SHALL NOT TO EXCEED 4' :I TE PLAN r'_NO EXISTING SIDEWALK PART HEIGHTIN OF ALNG ANY THEOWALL ON I 1311 = 11-0" THE ROAD SIDE OF THE TITLE: WALL SITE PLAN HARBOR ROAD SHEET NO.: A- OOmOO SITE ]?LAN Scale: 1.0" = 20.0' f IL CD o Poo �k r1 rn 4• a`x� CD O V J BOARDIRUS EECCD TOWN OF SOUI-HOLD z DAsTlE I q 20 y d C*• t �,«, �{, i ,fi�'.3t, e" rb �► r f «,.,rf„r'-ills;!'. •�` s,/�"""` ",k, .r ! _ 0+ � �"'' �'Y� � ry V A p • ,. r I • • ,,� /�V✓) C�"` &ems�k • ��,ra' a �� ® V 1] O rl i. L•.. f p •t•• .f R M ++.,,� ey l ow 164 4.1 VO 164 164 it Ln •4' ,Q Li 44 - ,, nf Tr, ^ C CL 0 1 f ••r 45 s •� rJ qq •• -'a' � �y. ( .i•' f'�'e jjt"3."% � ,•0. f - t t %;:-'' '7?1) t �7 �y7 i•r '3 ''r:Z'.` - t�_� f 7 •• as i � S� Jt l f j I/? 11 .�• �.C. i <s ir" ?<'_ !l C S s 1 ��� F �/i.; </ ,� i�� ,' '"r � L� ti �.. _ - .t f r . L.f - Y ..T 1_ l_/!4 .. 3 .x ` •/ # n/ 2 t f,•s w .Z. d .._ ,.. .. _ _ _ ,_._...w m.....__�. �..• t r . f rt F <r rt r 7'� I i z - t, ^_ OWNERS: EMERGENCY ESCAPE WINDOW q 2p� Ai I 2)y BEN HANSEN PER R310 CHRISTINE HANSEN BOARD OF I hU:�TEES 420 STATE STREET W10 0 741 ,4„ TOWN OF SOUTHOLD BROOKLYN, NY 11217 q 39 —91„ 104 STAIR DATE A r'\ 1�I �0 c -s ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN 420 STATE STREET W101 6 ,6„ = BROOKLYN, NY 11217 WALL MOUNTED HEAT ------___ PUMPS (� 917.202.9706 q CHRISTINE@HANSEN-ARCHITECTURE.COM 6 7 646.246.3938 j BEN@BRHARCHITECT.COM 11001 GUEST BED 1 q STRUCTURAL ENGINEER: WOOD FLOORING HAGE ENGINEERING PC G `o DRYER EXHAUST DUCT WITH `/° �`_„ 36" HIGH RAILING 560 BROADWAY, #501 03 !� iV �" 17 -' NEW YORK, NY 10012 BACKDRAFT DAMPER O _ 212.358.7778 C DUCTED THROUGH WALL / MAIL@HAGEENG INEERING.COM SID CL. COLD` WATER q STORAGE TANK HWH 0 F FILTAATION .,,,I DECK ABOVE DOMESTIC ELECTRIC WATER HEATER W107 G WAD 09 EQ01PMENT SD ;' Q 110 CFM TOILET EXHAUST q FAN DUCTED TO ROOF WC 05 ~~ �„ 1071 UTILITY CL. 03 ! DiJ 0 1 � I ROOF LEADER AND E SINK / 105 FOYER ^N PLUMBING VENT SH R F D / CL. 03co /( TILE / i 101 BATHROOM N ST)EEL COLUMN i j TILE EMERGENCY ESCAPE WINDOW CL. v8" i PER R310 F Gco I j 2 1 G CL. f I N A-200 wlos 11061DECK p 4 ! j WOOD DECKING 4 06 o D100 C7 WOOD CLADDING TO MATCH j THE EXISTING WOOD f" W103 ' QLADDING EXTERIOR 11021 HOME OFFICE WOOD FLOORING C (( 36" HIGH RAILING i ( tf I q / SEAL: ��p-r D ARC 110,31 MEDIA - - - - - - - - - - — —� ` WOOD FLOORING_ 01?42 �•� Q Q N� RAMP SLOPE = 1:14 EMERGENCY ESCAPE WINDOW PER R310 W104 ,rn DATE: ISSUE: REV: ED `O JAN 1 2022 DOB SUBMISSION _ I _ FEB 25, 2025 PAA Q A 15'-22" W105 36'-42" 53'-32" THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN, PLLC, WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES, ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. © COPYRIGHT - SCALE: DATE: TITLE: IST FLOOR PLAN N IST I FLOOR PLAN SHEET NO.: 1/4" _ 1,_011 A- 1 1 I I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECWIC PURPOSE AND ARE NOT R)BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11901 tel.631.7272303 fax.631.727.0144 \ / admin®youngengineering.com \ Howard W.Young,Land Surveyor \ Thomas G.Wolpert,Professlonal Engineer /- Douglas E.Adams,Professional Engineer W ® E \ Robert G.Tast,Architect \ A ` SITE DATA AREA = 12,505 50. FT. n S \ y Oh \ • VERTICAL DATUM = NA.V.DATUM(1488) 'din 69�,� \\ HEALTH DEPARTMENT USE N / t� Q ?9 �0d' o SURVEYOR'S CERTIFICATION f eSr,G2-56 2b1+ .40 '41 N / / C HOWARD W.YOUNG,. N.Y. 5. .NO.45 3 9y�« v ' /- b4 2.oT+ 2-n `Q C4 / +2.+4 5URVEY FOR +2hl (0)* r — IL \\\ at Orient, Town of Southold rz) ,� �� to Suffolk County, New York + BUILDING PERMIT SURVEY c n ,Qua County Tox Map DIWId 1000 Sr tfu 26 Blxk 03 Lot I I / s )1�0 FIELD SURVEY COMPLETED NOV.07,20i4 2 99 MAP PREPARED NOV. 10,2014 / Record of Revisions RECORD OF REVISIONS DATE +2.I6 J / / O 0 \\ 40 0 20 40 80 / 5cole: V = 40' JOB NO.2014-0216 L DWG.2014_0216_2bp ' OF I E = MONUMENT SET ■= MONUMENT FOUND L= 5TAKE SET A= STAKE FOUND - I o��eo� I A OWTS General Requirements Cn LLU 0 8"t TOP WALL / q 12!0 EL. 6.5' EX S1 The installer of VA OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article VII (Septic Industry ELEC. �� ,�'� ot0 Businesses) and Endorsement J (Innovative and Alternative Treatment System Installer) through the Suffolk County Department of CPANEL 50 0�Q Labor, Licensing and Consumer Affairs, pursuant to Suffolk County Code § 563-79(II) (J). The Department of Labor, Licensing, and II.L1 # 5 REBAR `�o �r�<`,,er, Consumer Affairs maintains a list of licensed I/A OWTS Maintenance Providers. !; 4! ® 18" 0.C. 5 2. An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be submitted to the Department 3 ��g 3. All Installed I/A OWTS are required to have an initial 3-year warranty and operation/maintenance service contract. 6U L! ( LL 20 AMP BREAKER 0 o 0 O ,�4j 114. When an I/A OWTS requires a vent, the unit shall be vented to the roof of the residence being served. Vent pipes shall extend a LLU-I EX7ERIOR RA7ED \ oo minimum of 6 inches above the roofline and the top of the vent shall have a minimum horizontal separation of 12 inches to the sloped (� »_ VARIES JUNC7ION BOX BELOW , X �' portion of the roof. In cases where it is not practical to vent the system to the residence roof, a vent pipe may be piped to the exterior ILL `3 GRADE IN ���`� "� ,0 side of the residence and terminate a minimurn of 18 inches above grade. These vent pipes shall be located a minimum of 3 feet from LL5 REBAR SPRINKLER BOX �0\ ,`P� CF�Aoo any window or doorway and must terminate with a carbon filter device. All vent pipes must have a minimum diameter of 2 inches. Z ® 10" O.C. l`O �\ EFFLUENT FLOW 9 Q' FROM FIELD FOyOs'F 5• Garbage grinders shall not be permitted when an I/A OWTS is utilized as means of sewage disposal. In addition, water softeners O (vert.) 2 AWG OF WIRE ? ��2C� shall not discharge Into an I/A OWTS. DIREXT BURIAL X /• GRADE VARIES �\i qb '`p i0 6. Install I/A OWTS tanks according to manufacturer?s recommendations. All applicable recommendations provided by the 6 9J manufacturer shall be implemented < „ III II IIIJIr-=IIIr-1wr---i gIII�II�r--1� V` 48 5 DOWEL IIIIIIIIIIIIIIIII�uulll�llll�llll- `L� C,+1 7. The I/A OWTS tank shall be installed at level in all directions (with a maximum tolerance in any direction of +/ one quarter inch) li,_ PLC CON7ROL PANEL Ss on a minimum 3-inch thick bed of properly leveled and compacted sand (free from rocks) or pea grave � 0 t" "' # O I WAPBO COMPRESSOR AIR PUMP C` �tiG, elf 10 WiTH HOOK---\ O� 8. The top of the I/A OWTS tank shall not be located greater than 2.5 feet or less than one foot below final grade. NOTES �O C0 4" KEY- 1-CONCRETE TO BE 3000 PSI II G'�j �G Electrical Requirements 4 2-STEEL TO BE 60 KSI ELECTRIC RISER D IAG RAM \ �5�` APPROXIMATE �J 3" 3-ENGINEER TO CERTIFY THE FINAL 'P0 ���``' LOCATION OF 1• Control Panels U N N . S S. \ SANITARY SYSTEM a. All wiring and equipment or.- to be installed by the electrical contractor in accordance with the CONSTUCTION OF RETAINING WALL AS 00 National Electric Code (NEC' and local codes. REQUIRED BY HEALTH DEPT. 0 OjA \ �O b. The control panel box must be placed outside on a suitable pedestal near the structure that it serves. i . 8" O 1y Alternatively, the panel box may be mounted on an outside wall of the structure (preferable a utility 5 10 ENGINEER TO BE CALLED TO INSPECT THE �(� p 0 Lo/ room, and nota living space). REINFORCING BEFORE PLACEMENT OF CONCRETE pG 0 '7�p � C. The control panel shall be placed at a comfortable height for access. 48 �� \ 9J d• The panel shall meet National Electrical Manufacturers Association (NEMA) 4X specifications. e. The conduit must have appropriate seals to prevent gases and moisture from reaching # 5 REBAR ® F " EACH WAY IN FOOTING \J� b II the control panel or)unction boxes. ^ f• Each system shall be equipped with a functioning warning system which will activate audible FOOTING TO BE ON 300011/SF SOIL and visual alarms hat can i)e readily seen and heard by the occupants of the building served. L0 2�9 II 2.Pumps, Blowers, Level Sensors, and Controls EFFLUENT FLOW a. The electrical junction box verving the pump motor and floats must be watertight and / FROM CP located outside the I/AOWTS tank chamber. b• The Department shall observe the pump system operate through a normal operating cycle. C. Inspection for leakage of the force main fittings will be made during the pump test procedure. SEPTIC SYS--EM RETAINING WALL- N .T. S . O FAA O \��O ss.s' 0.� General Notes s9ti qR/N \ ti6 t 0, b 0, 0 1. LOT AREA: 12,505 S.F. OR 0.29 ACRES CO o (55 rOILe ysCL--55.3' QO`'�O STOiQy c OAO %s? o J 2. SCTM#1000-26-03-11 3• BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY Nathan Corwin Surveyor. LAST DATED 02/19/2016 & YOUNG & YOUNG S Of 9 % / jp, "SDe�OP rj FF��S�OF xrO� �O DATED 10/24/17. ELEVATIONS VEFERENCED TO THE NAVD 88 DATUM. CONCRETE /SQL e ,'SO�Aj <c ^0 2Q O 4 L MATERIALS AND METHODS OF CONSTRUCTION SOUTHO D U U SHALL CONFORM T STANDARDS AND THE FFOLK COUNTY DEPARTMENT HEALTH SERVICES D SPECIFICATIONS OF THE TOWN REQUIRED ED OF COLLAR J�� oM� S,h x o STOPPER END O� Q` ssr 89 h 4 1 5. THE CONTRACTOR SHALL FiELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. R PLUG THE CONTRACTOR IS ADVISED AI-L SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE ox p2 ti S qs V( �fl�R� OG CONFORMED ACCORDINGLY IN THE FIELD. C/ ?x S, A-? N 3 SIG 6. A MINIMUM SEPARATION OF TEN (10 FEET HORIZONTAL AND EIGHTEEN INCHES VERTICAL IS TO BE MAINTAINED BETWEEN O G RISER & COVER ^' /qO < WATER LINES, STORM DRAINAGE AND OR SANITARY LINES OR STRUCTURES. sj. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. ' k A2 G 8. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL FIBER JOINT O��< ?8� 6 J0, A-) LAWS. CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF PACKING �O A X J �/ spx '�O G J SITE. DEBRIS SHALL NOT BE BURIED ON THE SITE. ■ S a �. 9. ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY NTH THEIR REGULATIONS. t O S ^o� •S' M- V WI i� O O O G J 10. ALL PRECAST STRUCTURES SHA'_L BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE. '9 OS Cl SEWER PIPE .9 FO d (TYPICAL) 'Qy 140.0' ^ 11. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS �F<� �2�j Tpp 12. DURING CONSTRUCTION, EROSION AMD SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE PVC PIPESDR035 �O� /• ,0 0�/ v S9 0/` TRANSPORT OF SEDIMENT TO OTF SITE AREAS, PONDS, DRAINAGE INLETS. THE METHODS AND MATERIALS EMPLOYED IN �°/ THE INSTALLATION AND MAINTEI,ANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES BENDVO FOR EROSION AND SEDIMENT CONTROL. i ` / 4 \St s/c�' ?g3 k TICt8 �� 13. ALL BACKFILL SHALL BE SELEC", GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE UJ TO SEF'NK �6 �.-- G��<C ,r14 ` CONTENT AS DETERMINED BY 14JAR1 Pf-,001 R ',EE- FROM DWELLING TANK � < <,� �A o��'/tip � • F� NF R A p. F I z1 0 Z � to - C.1. 600 PVC WYE-1 Cl TO PVC rOwe 7000 4� L1J - to HOUSE ADAPTOR APPROXIMATE O ///�9J �2 bOc LEGEND I LOCATION OF SANITARY SYSTEM Sty) _ SUFFCLIC CO PITY DEPARTME1`4T OF HEALTH SC E:RVICES Z "O PEP,F;,I T rM,API PROVAL OF COMOTt UCT iON FOR A 0 E r0 ' �� CLEAN OUT DETAIL O i;� Goy �,, ►_�: ;t�.►..ILi'I7-�I�j".�' cW o�,��r I�L C' C0 a 0 6 .0+ = PROPOSED GRADE c�TL;L> _Q-1�-d5 . IL �C)' APPROXIMATE 9 Q 1(� W X SAMTARYSYSTEM I �i ` !- `J• N . T. S . O O AREA CALCULATIONS �` "'dW -� _ `� '" /ram, ROOF DECK SF 1,540 SF 7 O' = EXISTING GIRADE ©�1 ,;ig;U^ . s 13eflI00N10 ■ C"r--! ES I H 'EE'r Gj'•LI S e-ROPr1 DATE O APPROVAL [� UJ ROOF PLANTING SF 588 SF � • ....... .•.......... , ..•.�..,..,_.._m...P_..,.._...m._. DECK SF 362 SF I9• O APFROV :D IN �''�.CCOF,:.°ANCE WITH BOARD OF A,n .K TOTAL SF 2,490 SF �;L��Ic,�i !�cTE�;r; I,!,^',T I Ira I ;;iED la �' 7t O �.��..._....._ .._.....,...�m.._�.,....._ ...._-...._..•.,. ..,.. .a _.. ' O 12,505 LOT / 2,490 SF = 19.9% < 20% ALLOWED SANITARY DESIGN -- -- - SCALEN ,1 1 301 �tIn;n ..»:F..`i y^° �J+fit�I t. ..r1 11.�:?¢••..',:,Lk�)ii ::..Ll'. . 3 BEDROOM u... ,�I ' JI•J."el:. j;.iii,:ic.,a,:f .•'I•.I�,,_�n��.i""i LOT AREA = 12,505 SF �� HYDRO-ACTION AN400=440GPD .- NO SURFACE WATERS WITHIN 300 FEET - ,iJi,,r.i r`: ' -••• t` ., .nHM : a3 '=d".fla'01' . PLC CO IIM PANEL •• LEACHING:Iro r,Y BEST HOLE DATA 300 SF REQUIRED (5) GA'I LEYS 2.5' DEEP o� r •... . (2) EXPANSION GALLEYS 2.5' DEEPco t��� �'sc� GJ�� BY ,&DONALD GEOSCIENCE DA TE. 03/11/15 ?; ' "4 x va N EL=-2.B 0.0' HOUSE CONCRETE COLLAR WATER TIGHT FRAME & COVER OJ25�� 63' � r DARK F.F. EL. 10.5 W/ APPROVED LOCKING DEVICE ;?_ BROWN STOPPER END PLUG CONCRETE COVER SSIO LOAM BELOW GRAD (oL) I.E. EL. 8.5' FINISHED GRADE E _ D RA N'EN su BRowN 6.6r PITCH GRADE 5q SI 8'min. �' =III11- IIII=IIIII REMOTE PLC CONTROL PANEL MAX , �illl=IIII , --- W/ HPBO COMPRESSOR 4" SDR PIPE Sept 19, EL=�0.2 2.6' I.E., I.E., ..:.:.::.:.:.:.:.:.:..�.:.:..�.:.:.:.:.:.:.:.:.:.:.:.:. ..:.:.:.:.:.:.:.:. . . CLEAN CUT 6.4 6.3 IF `: :':;:' f�> 7 3E1x 36 x E• WITH Ex6 10/10 VIItE WATER IN 1/4" PER FOOT MIN. PITCH 1 8" PER FOOT MIN. I.E. BILL C F MATERIALS BROWN FLOW / 5.5 RE" PIN DESCRIPrDN on•: SILT MIN. 4 DIA. SANITARY PIPE LINE PVC WASTE LINE '': -: :'��':;�::= .:=:>•:=:` = = CONTROL PANEL 8C AIR PUMP ELE�/ATION HA•180053 AN7 10,245 NITROGEN REDUCTION COMPLETE 1 (ML) SDR 35 SDR 35 l N.T.S.. A 180052 TA K,PRLVUMP400 1 EL==1.2 4.0 [6] LEACHING GALLEYS SCALE: AS I\' B 13DO02 WE SNG 2 TANK CONNECTING STANDARD 1 - I F�.D' C 100110 AS' _MBLY,RE-CIRCULATION 245 COMPLETE 1 8 EL. I-IIIII L•0' 2 DEEP *.. .. D AN400-P AN 00 W/PLATFORM COMPLETE 1 WATER IN ( E EC50.30-L-BO•PLC OP ,EC50.30-1-8"LC 1 BROWN PROPOSED GROUND WATER I''I ___ EL. 1.0' FINE "' HYDRO-AC110N =11 I- III =1 11=1 n 1-IIIII-1I I I-I =1 I I I '' COARSE AN-440I/A HIGHEST RECORDED GROUNDWATER �11-IIIII=IIIII-IIIII-IIIII-IIIII=IIIII=IIIII=IIIII III" GROUNDWATER EXPECTED SHEET I _ EST EXPEC SAND BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL =IIIII=IIIII IIIII=""'=IIIII=IIII- EL==10.2 I (SW) 11.0' SCTM #1000 - 26 - 03 - 11 HYDRO-ACTION AN400 DETAIL LEACHING GALLEY DETAIL AN400 e45 NITROGEN ZEDUCTION SYSTEM COMPLETE �'�+N�+ hydr ctioif ""'m D HA 180053 305 NARROW RIVER RD AN-401=440GPD SAN ITARY SEPTIC SYSTEM PROFILE a ORIENT, NY N . T . S . I I w U oar 8„ , �� I„ TOP WALL \���� o� *e'i I/A OWTS General Requirements O 1. The installer of I A OWTS must hold a current Liquid Waste License ti.J a- EL. 6.5' EX OS1e \�G��'��p Gel / q pursuant to Chapter 563 Article VII (Septic Industry © (� ` Businesses) and Endorsement J (Innovative and Alternative Treatment System Installer) through the Suffolk County Department of N �� L` 5 REBAR ELEC. 0 50` pk�QO Labor, Licensing and Consumer Affairs, pursuant to Suffolk County Code $ 563-79(II) (J). The Department of Labor, Licensing, and .- # PANEL G Consumer Affairs maintains a list of licensed I/A OWTS Maintenance Providers. �I `• " 'L� 'fir '� u, ti ill SH ® 18 O.C. a,J� 2. An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be submitted to ..� < LL (horiz.) the Department to U O 0 3. All Installed I/A OWTS are required to have an initial 3-year warranty and operation/maintenance service contract. LLLLI . 20 AMP BREAKER O u- 0 O +�� 00' 4. When an I/A OWTS requires a vent, the unit shall be vented to the roof of the residence being served. Vent pipes shall extend a -� U- VARIES EXTERIOR RATED X e� minimum of 6 inches above the roofline and the top of the vent shall have a minimum horizontal separation of 12 Inches to the sloped Cn Li- 3"- ,II1NCTlON BOX BELOW 1 portion of the roof. In cases where it Is not practical to vent the system to the residence roof, a vent pipe may be piped to the exterior O GRADE IN \��� �`� A side of the residence and terminate a minimum of 18 inches above grade. These vent pipes shall be located a minimum of 3 feet from SPRINKLER BOX 5 REBAR y�e .`P �'A0� any window or doorway and must terminate with a carbon filter device. All vent pipes must have a minimum diameter of 2 Inches. ® ion O.C. `O �\ EFFLUENT FLOW 90 p �• Z Q` FROM FIELD 'F yi SF 5• Garbage grinders shall not be permitted when on I/A OWTS is utilized as means of sewage disposal. In addition, water softeners O (Vert.) DIRE BURIAL X ��,�4'yG,0 & shall not discharge into an I/A OWTS. Y GRADE VARIES �\, 6 '` �� 6. Install I/A OWTS tanks according to manufacturers s recommendations. All applicable recommendations provided by the Q Lp manufacturer shall be implemented C I �I t� �I �I� �1ll1 V` t C�� 7. The 1/A OWTS tank shall be Installed at level in all directions (with a maximum tolerance In any direction of +/ one quarter inch) r" JI_I i lIllllu �� ullllll- PLC CONTROL PANEL Ss on a minimum 3-Inch thick bed of properly leveled and compacted sand (free from rocks) or pea grave o r 48" # 5 DOWEL O �f(i WAP80 COMPRESSOR AIR PUMP � 10" K1774 HOOK--\ .� O� 8. The top of the I/A OWTS tank shall not be located greater than 2.5 feet or less than one foot below final grade. i 6 OC " NOTES �0 II C� > O > � 4 KEY- 4' 1-CONCRETE TO BE 3000 PSI ELECTRIC RISER DIAGRAM o\ .����' Electrical Requirements O 2-STEEL TO BE 60 KSI TE W LOCATIOAPPROXIN OF 1. Control Panels in 3-ENGINEER TO CERTIFY THE FiNALN.T.S. J 6' �`` a. All wiring I'\ SANITARY SYSTEM g and equipment are to be installed by the electrical contractor In accordance with the -- - CONSTUC71ON OF RETAINING WALL ASNotional Electric Code (NEC) and local codes. 8" �fjREQUIRED BY HEALTH DEPT. oO O//0 �\ �Q b. The control panel box must be placed outside on a suitable pedestal near the at ructure that it serves. 8" O f0.. O ENGINEER TO BE CALLED TO INSPECT THE � \ 1y Alternatively, the panel box may be mounted on an outside wall of the structure (preferable a utility �"n O REINFORCING BEFORE PLACEMENT OF CONCRETE GQ CD /j o �°//. a room, and Hots living apacel ht for access. 48" ��O �\ /�9 d• The panel The oshall meetanel alNat Nl be ational cE a Electrical Manufaced at a turers ersle siAss elation (NEMA) 4X specifications. -J e. The conduit must have appropriate seals to prevent gases and moisturefrom reaching <� # 5 REBAR ® F " EACH WAY IN FOOTING \ ^b� II the control panel or)unction boxes. Z f• Each system shall be equipped with a functioning warning system which will activate audible FOOTING TO BE ON 3000#/SF SOIL and visual alarms hat can be readily seen and heard by the occupants of the building served. LO 219 2.Pumps, Blowers, Level Sensors, and Controls O (I a. The electrical nction box serving the um motor and floats must be watertight and / EFFLUENT FLOW Iu 9 pump g (��Y located outside the I/AOWTS tank chamber. FROM CP b• The Department shall observe the pump system operate through a normal operating cycle. c• Inspection for leakage of the force main fittings will be made during the pump test procedure. SEPTIC SYS- -EM RETAINING WALL_ N .T S O -1 �� 69.8' o� General Notes sQb� kq O �t D A �- 1. LOT AREA: 12,505 S.F. OR 0.29 ACRES (Owe qRy ysT CL 3' Qo`'�o?STOiQy C'RO'Go ss bs? o O` 2. SCTM#1000-26-03-11 yo noN p ti QP 3. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY Nathan Corwin Surveyor. LAST DATED 02/19/2016 & YOUNG & YOUNG O/ 9 % y Zo %SO S1 P �� FF� �S OF 6 O� DATED 10/24/17. ELEVATIONS REFERENCED TO THE NAVD 88 DATUM. CONCRETE /S�. ,I� eFOR�.S�N.0 ^a 2A 4. ALL MATERIALS AND METHODS CF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN COLLAR 411 yae O,y S „� G OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED STOPPER END O� sy 8s J hy5 0< 1 5. THE CONTRACTOR SHALL FiELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. R PLUG ?eg �� Ss, 9 �' Ia G' ��i �R� O� THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE „ QZ ys �(�� OG CONFORMED ACCORDINGLY IN THE FIELD. , C/ �o .S, ..' A3 < SIG ` 6. A MINIMUM SEPARATION OF TEN (10 FEET HORIZONTAL AND EIGHTEEN INCHES VERTICAL IS TO BE MAINTAINED BETWEEN o c RISER & COVER < WATER LINES, STORM DRAINAGE AND OR SANITARY LINES OR STRUCTURES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. 1 `,.� vJ 8. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY STATE AND FEDERAL ��FIBER JOINT � OILF� ?B S 10, /�• LAWS. CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF PACKING 3G A X J .011 *.0 G SITE. DEBRIS SHALL NOT BE BURIED ON THE SITE. OSTO 57I G V 9. ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. Cl SEWER PIPE /Tq 0 �ij ,�^\ 10. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE. (TYPICAL) / �}- 140.0' •] ^� `JJ 11. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS PVC PIPE D3034 1 ) 4 ,c,p T010 C) 12. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE .. ,,p SDR 35 ��°//% �00 R�e9er ,�38 v�6' SS�� �'� C THErINSORT OF TALLATiON DANDNT TO OFF MAINTENA CITE E OFREROSIONNCONTROLNAGE INLETS,MEASUR S SHALL E METHODS CONFORM TO THE TERIALS NEW EW YORKMPLOYED IN GU GUIDELINES C/ 3U O FOR EROSION AND SEDIMENT CCyTROL. BEND TO SEP77C �� 'y 2' k9 A`tr� 13. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE W ('} 6' O � q� CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. Lj! FROM DWELLING TANK VyF. ppop�R�Nc oV- NIEK/y Z OVISChk�c� �•¢1� (� d C/ TO P VC0Z Ln C.l. 600 PVC WYE--� HOUSE ADAPTOR O �//i� �000\erb ode W C� APPROXIMATE O 9J OC ,r u :w... C\! LOCATION OF 2� LEGEND - _...-_. - «.��. Q SANITARY SYSTEM it Z�f� L< r \g\� "'a t:, ._°'_ ^,U ?i'i' LJ .'r'.:C�,`.2c id? Ct {�FcLTIi L.'�1'iif�C d Z G 05 _O 'o f��+ P- 't°t- �, r,•1. ,�E I. l i E,:i?: ; lrL"i~Pd FC;?/'} te""s"'� 0 Co CL0 LJ W EAN OUT DETAIL_ 9J JO + _ w x .° APPROXIMATE0 `. 6 Q PROPOSED GRAD E LOCATION OF ■ ' /� r�yy SANITARY SYSTEM L.t I'J-•V,7 O O N .T. S . O Ch A CALCULATIONS ARE /" ., - L , _ ---• _-�- _ Q,� � • ROOF DECK SF 1,540 SF ' = EXISTING GRADE I i)� ROOF PLANTING SF 588 SF � 'O ,:. „;».: ::: �� ");? i"I,►:�� 0 fP-7, V DECK SF 362 SF _..._-�._•_-___.M..._....._ ._._...w._�..�__.._....d__.._.�._.4.�...' `�,AL. Vj !1P'PR 0''El lit P.CCO ',D",NCE VhTH DOA D OF O TOTAL SF 2,490 SF R VICV1 C�T%;":'i PLT rON DATED t2 A} zt 0 0 r� 12,505 LOT / 2,490 SF = 19.9% < 20% ALLOWED SANITARY DESIGN _ _ r 't _. , 1 i--: :.J, ^I�S v�.:..^,:1«�'p Pa i S v!d S`��I�ill�Ur SCALE : 1 - 30 � � _ .' �. « , o ^� 3 BEDROOM . I!w, �' ' ; .. ,.,r �.: 3i: l' :,TI�J°•� ■,��C) LOT AREA = 12,505 SF ���' af_ .y1 �,� ,►�,� ?c�,�t BAR 2 7 NO SURFACE WATERS WITHIN 300 FEET HYDRO-ACTION AN400=440GPD ! - �, PLC m PAWL _,...I ] 'TOWN OF„ EP iweomrrsurx i h,:i`I I'...} : I e', .r. �. ..�1 1},'m"!i' .1�3. BUILDINGD T �OUTHO LEACHING: t' 300 SF REQUIRED (5) GALLEYS 2.5' DEEP TEST HOLE DATA (2) EXPANSION GALLEYS 2.5' DEEP � NFw sr ,Q .. w� +! BY McDONALD GEOSCIENCE �. •�ti�' '� .�,, ..� DA TE.• 03/11/15 t • HOUSE CONCRETE COLLAR ', = � 631 EL=2.8 0,0' , WATER TIGHT FRAME & COVER , DARK F.F. EL. 10.5' W/ APPROVED LOCKING DEVICE `^ BROWN STOPPER END PLUG CONCRETE COVER LOAM I BELOW GRADE R : , EL=1.8 LOAM 1.0' I.E. I EL_8.,5'_ T FINISHED GRADE - _ - _ - _ -S-A _ EL. 7.0' DR •,� �� IIIII I_ - - _ - _ ..».... III G MT=I'I BROWN 6.6 li-lTihi =dill_hill- PITCH GRADE 590 8'min. 1 MIN. 1�-TILT MIN, REMOTE PLC CONTROL PANEL SILT ^^^.~•--.,^-.•, LMLM 2' MAX 2 MAX -- REMOTE COMPRESSOR EL=0.2 e MR PIPEI.E. I E :.:.::.:.:.:.:.:.:...: ...::..:.::..:.:.;.:.:;.:. ._ 2.6 G. CLEAN CUT ' 6.3' ar: �` Sept 19, ft BILL C F MATERIALS WATER IN " FLOW 1/8" PER FOOT MIN. ('E'� T" 1 4 PER FOOT MIN. PITCH 5 5 ? f.1 ::. ' r:' :' 2.5 : ' ; 2.5' vrnl 6%6 xln0 vDe ITM pN DQCA"'I' N cTv: SILT MIN. 4" DIA. SANITARY PIPE LINE PVC WASTE LINE .•: ' ;' ;:i?;.;.,;..;.;�<:.;.•.;.•• � :. `•�; ( CONTROL PANEL 8C AIR PUMP ELEVATION w ~ems: iw W,P"NITM EN0EDUCT'ONCOMPLETE i (MLM ' SDR 35 SDR 35 e 130002 Kn ■NO 2 TANK CONNEcnmo aTmomo 1 EL=1.2 4.0k c 100110 A8 cMBLY,RE-CIRCULATION245COMPLETE 1 [6] LEACHING GALLEYS SCALE: A�, ^' ) E L. 'IE4 2.0 2.0 r ' �.;..•.... w....w. D AN400.P AN 00 W/PLATFORM COMPL.lT! i WATER IN 1,o' I��i � (2 DEEP) � ' ,.•♦,.;e..,•. EC3030-L-a0-PLC CIP ,EC60.30•L4"L.0 I BROWN PRCPOSED GROUND WATER 0 EL. 1.0 FINE HYDF�ACT10►`1 11111=I��,„��111��u1-��=wu_I �1 f 1f1Tr' HIGHEST EXPECTED COARSE HIGHEST RECORDED GROUNDWATER I11I lli I��I IIi1�1�1=11111=1111H111 illl l" SHEEN SAND AN-�40 I/A -I =11111�II�IIu-Il li_ITiI=In l GROUNDWATER EL=10.2 AN 13.0' BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL SCTM #1000 - 26 - 03 - 11 HYDRO-ACTION AN400 DETAIL LEACHING GALLEY DETAIL AN400 e45 NITROGEN ?EDUCTION SYSTEM COMPLETE hydficfl0d 7A-180033 AN-40 ►=440 GIRD S A N I TA �Y SEPTIC SYSTEM PROFILE305 NARROW RIVER RD ORIENT, NY N . T . S . I E GEOV E SURVEY OF PROPERTY O SITUATE NOV - 8 2023 ORIENT TOWN OF SOUTHOLD t ��. s' SUFFOLK COUNTY, NEW YORK f �� � A'Aooyo 7O°Q 's 0Ut'.101 S.C. TAX No. 1000-26-03-1 1 SCALE 1"=20' 001 NOVEMBER 2, 2023 J f <01 ���� AREA = 12,504 sq. ft. 0.287 ac. o-� '`OO °ej V /j o FQJQF, j/ // \ `�89, ti� �7• rIJ � �F / 4h/ Qp� O12 TONA HIS R ZED ALTERATION OR SURVEY IS AA VIOLATION OF SECTION 7209 OF THE NEW YORK STATE \- EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE EMBOSS D SURVEYOR'S SHALL INKED NOT SEAL OR SEA BE CONSIDERED FOCF �Sl �/A0 TO BE A VAUD TRUE COPY. OA1 IlF f�.0' A� CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE NMENTAL AGENCY AN DING^INSTITUTION�LISTED HEREON, AND D TO THE ASSIGNEES OF THE LENDING INSTI- S°,' TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Gj V 4%0 THE EXISTENCE OF RIGHT OF WAYS SrF y� AND/OR EASEMENTS OF RECORD, IF �� C� ANY, NOT SHOWN ARE NOT GUARANTEED. 1 R e �oJe ooe4 PREPARED IN ACCORDANCE WITH THE MINIMUM ■ / STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin III BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE THE NEW YORK STATE LAND Land Surveyor TITLE ASSOCIATION.N. Successor To: Stanley J. Isaksen, Jr. L.S. / Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OMCES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 N.Y.S. Lic. No. 50467 E—Mail: NCorwin3®aol.com 42-173A I � SITE INFORMATION ADDRESS 305 NARROW RIVER ROAD, ORIENT, NY 11957 DISTRICT: 1000 SECTION: 26 BLOCK: 03 LOT: 11 OWNERS: BEN HANSEN CHRISTINE HANSEN 420 STATE STREET SUBJECT TG COVENANT&a 1i_ST'RIt:TM) NS �IS�P...,_. �„- BROOKLYN, NY 11217 F r r D.! 4 p R I AGE ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN SUFF OLK' COUI`i T Y DEPAF,TMr_7 .1T OF HEALTH SERVICES 420 STATE STREET C.PPF0,VAL OF C0NSTRUCTED k,.f C,RKI, FOR, BROOKLYN, NY 11217 4 A SINGLE FARb111I1LY RESIDENCE I��`� 0 6 2025 917.202.9706 J yi Date: H.S. Ref. P ;`). R O-I CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 The s?ua e u;sr r ar;!�j. t:er s;, ;!,f,f�ciiitie : !pis i�c:t�un�!c'r'Lcerl BEN@BRHARCHITECT.COM . 11'SpC;tr' +un:`!,I Cer'itfied by this Deprtmcnt or GtI'i;r<<s,c r:CIc.,i nd fount!to F:sutisfwctory FOR P;AYi .�Ui�1 OF CEUItOG WELL LOCATION \ ` /A /'0 • STRUCTURAL ENGINEER: AA HAGE ENGINEERING PC WATER LATERAL �� 560 BROADWAY, #501 / Q 102;9 !ONATHAN PAI, P.E., CHIEF NEW YORK, NY 10012 S40. ROFFICE OF WASTE MANAGEMENT 212.358.7778 28,00•E MAIL@HAGEENGINEERING.COM I \ � I \ � / I +4.0'00 \� I o I sj, +6.0' �\\ \ / ELECTRIC METER _-----UTILITY POLE LEACHING \ +7.0' GALLEY 1 If I LEACHING I GALLEY 2 10'-0" I L_ oIf +8.0' N SINGLE FAMILY (0 DWELLLING ON LEACHING z WOOD PILES I I GALLEY 3 INNOVATIVE AND ROOF L—J ALTERNATIVE WASTE WATER j 4 SF' / 1,7 TREATMENT SYSTEM r— J LL1 CONTROL PANEL N +8 5 L1 I LEACHING I w I / I GALLEY 4 N VENT PIPE PROPERTY LINE \ — —? ——— \ L— J r N x ` I ( I LEACHING i cMn w O SEAL: GALLEY 5 - O r r '-10 L- Of . i� * 4 S" L \ INNOVATIVE AND y2 vJ c0-1 ALTERNATIVE F0 SANITARY SYSTEM I ( ` NEW ATLANTIC RED CEDAR DATE: ISSUE: REV: I FRENCH DRAIN I PLANTINGS APR 9, 2025 AS BUILT CONDITIONS I I PROPERTY LINE 0 / I +6.0' I o NEW CONCRETE RETAINING WALL. TOP OF WALL = +4.0' I 30" WITHIN 30' OF PROPERTY LINE 20'-0" IfPERVIOUS GRAVEL GROUNDSEL BUSHES THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL DRIVEWAY - �— SERVICE AND SHALL REMAIN THE PROPERTY OF / HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN 128'-4 " N57�16'10"1N CONSENT. ®COPYRIGHT SCALE: �—NO EXISTING SIDEWALK DATE: TITLE: N SITE PLAN I„ _ 10' HARBOR ROAD SITE PLAN SHEET NO.: A- 1 00000 , I Q llo, 2018 IECC Energy Efficiency Certificate j s' a 7711., 0.32 0 0 ko-th FM 55 Y ..ur p�r�e,en 4 Mw.nx.R�xi a<m.�- \ Cmnm.nn__ -- I/s/EOEE .............. R­oxa filename _­2 .......... INSPECTION CHECKLIST CONT'D ENERGY CERTIFICATE —IT , EN-1 02.00 I 4 's 108 i'A3. lie 94" I I8" 54" 78 98- 45" 4 ol III ✓—�, f� _ ; 16 SHIPLAP WOOD i ib" SHIPLAP WOOD �? I TILE FINISH, SEE III + �/�' SIDING, SEE SIDING, SEE III r t % ( ELEVATIONS ELEVATIONS _ I ELEVATIONS i I OWNERS: BEN HANSEN III CHRISTINE , /� I \' I I 420 STATE STREET III 7>< 1 _ \ / I I BROOKLYN, NY 11217 III >< ARCHITECT OF RECORD: - 111 HANSEN ARCHITECTURE + DESIGN III 1 / 1 I 420 STATE STREET III ++ ( 1 I BROOKLYN, NY 11217 i I I I 917.202.9706 Ill �� LIU L \� U I 1 11 Li I lu CHRISTINE@HANSEN—ARCHITECTURE.COM 646.246.3938 BEN@BRHARCH ITECT.COM 2 X 6 EXTERIOR WALL 2 X 8 EXTERIOR WALL IOR SHEAR WALL INTERIOR SHEAR WALL EXTERIOR SHEAR WALL 2 X 4 INTERIOR PARTITIONA B O.INTER C I C2 D STRUCTURAL ENGINEER: • EXTERIOR FINISH, SEE ELEVATIONS • CEDAR PLANK SIDING • e e �6" CEDAR PLANK SIDING • I LAYER g" GWB I LAYER -' GbVB • I LAYER -' GWB • 5 RAGE ENGINEERING PC 6i' CEMENT BOARD PANELING OR CEDAR PLANK SIDING) • 4" SHIM SPACE • z5" STRUCTURAL PANEL • �" • SHIM SPACE . 560 BROADWAY, #501 z 3z STRUCTURAL PANEL 2 X 4 WOOD FRAMING • ;" SHIM SPACE • 2" RIGID INSULATION R-VALUE = 8.0 MIN. • 2 X 4 WOOD FRAMING OR SIMPSON SHEAR WALL, • 2 X 6 WOOD FRAMING • 32" STRUCTURAL PANEL • BATT INSULATION NEW YORK, NY 10012 • 2' RIGID INSULATION R-VALUE = 8.0 MIN. • SELF-ADHERED, WATER RESISTIVE VAPOR PERMEABLE SEE STRUCT. DWGS. • ED' STRUCTURAL PANEL • 2 X 6 WOOD FRAMING • I LAYER 5' GWB 212.358.7778 • SELF-ADHERED, WATER RESISTIVE VAPOR PERMEABLE AIR BARRIER SHEET MEMBRANE . 1 LAYER 5' GWB . �- • t5' STRUCTURAL PANEL MAIL@HAGEENGINEERING.COM E 1 LAYER E GWB 32 2' STRUCTURAL PANEL • '" CEMENT BOARD PANELING • SHIM SPACE AIR BARRIER SHEET MEMBRANE • CEDAR PLANK SIDING • 32" STRUCTURAL PANEL • 2 X 8 WOOD FRAMING 16 • I," • 2 X 6 WOOD FRAMING • BATT INSULATION R-VALUE = 21.0 MIN. 16 • BATT INSULATION R-VALUE = 21.0 MIN. I LAYER GWB pppgQ�ED AS�,�QTED • 1 LAYER �' GWB INTERIOR FINISH, SEE ELEVATIONS 3 • INTERIOR FINISH, SEE ELEVATIONS DATE: /• � BP. 1R �, \ I---- By. FEE:._________.- NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION • TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FGA C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 75" f 64" 74" q" 1�' II8' I. 1 ., 1 TILE FINISH, SEE 7 I i5' SHIPLAP WOOD I TILE FINISH, SEE ELEVATIONS SIDING, SEE ELEVATIONS I I ELEVATIONS SEAL: I 1 _ \ ;t A;? C 03�2��'� �O L I I I FoF NE`N DATE: ISSUE: REV: JAN 12022 DOB SUBMISSION 2 X 6 INTERIOR PARTITION 2 X 6 SHEAR WALL INTERIOR PARTITION 2 X 8 INTERIOR PARTITION POCKET DOOR PARTITION CONCRETE WALL EXTERIOR CEDAR WALL E F G H � K • IL $" GWB • I LAYER 8" GWB • I LAYER 8" GbVB • T5GWB • STUCCO FINISH • 16" CEDAR SIDING • 2 X 6 WOOD FRAMING . zZ" STRUCTURAL PANEL • 12" STRUCTURAL PANEL • 2X4 WOOD FRAM NG • 2" RIGID INSULATION R-VALUE = 8.0 MIN. . SHIM SPACE: • BATT INSULATION • 2 X 6 WOOD FRAMING • 2 X 8 WOOD FRAMING • 2'SPACE FOR DOOR • SELF-ADHERED, WATER RESISTIVE VAPOR PERMEABLE • PLYWOOD SHEATHING • 2X4 WOCD FRAM NG AIR BARRIER SHEET MEMBRANE • I LAYER e" GWB • BATT INSULATION • BATT INSULATION STEEL / WOOD FRAMING • 1 LAYER E GWB 5"GWB • 8" POURED CONCRETE • I5. THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL 8" • I LAYER 8" GWB • b STRUCTURAL PANEL • INERIOR FINISH, SEE ELEVATIONS • SHIM SPACE • 32 SERVICE AND SHALL REMAIN THE PROPERTY OF SHIM SPACE AANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE • b" CEMENT BOARD PANEL i," • 16 CEDAR SIDING 'ROJECT FOR, WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETiONS MAY BE MADE EXCEPT BY HANSEN ARCH'TECTURE DESIGN. PLLC. THIS DRAWING SHALL NO—BE USED OR REPRODUCED BY ANYONE ON OTH=R PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: DATE: :TITLE: ,PARTITION TYPES Bo'i_olN�lo)II ° R(lVNPd(7F� t-1� SHEET NO.: A- 004000 9 1 SITE INFORMATION Mrs Efffihr!ENT ADDRESS 305 NARROW RIVER ROAD, ORIENT, NY 11957 GENERAL NOTES DISTRICT: 1000 1 . THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY 8. CLEAN UP: THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR ABOVE FINISH FLOOR AFF ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, SHALL KEEP THE SITE FREE FROM ACCUMULATION OF MATERIAL AND ACCESS PANEL A.P. SECTION: 26 AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND DEBRIS. PREMISES SHALL BE LEFT BROOM CLEAN AT THE CLOSE OF ACOUSTICAL ACOUS. P',bjlYn �; �,1�3nctg FIELD CONDITIONS TO THE ARCHITECT. EVERY WORK DAY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADJACENT ADJ. BLOCK: 03 ;,U0W1 -di3GCstPI1I0 2. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL REMOVAL OF ALL UNWANTED EQUIPMENT AND DEBRIS AT THE AIR CONDITIONING A/C COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL COMPLETION OF CONSTRUCTION. AT THE COMPLETION OF THE WORK, ALUMINUM AL. LOT: 11 5Z0Z Z Z dd� AUTHORITIES. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL PERFORM APPROXIMATE APPROX. G 3. ALL DIMENSIONS ARE FROM FINISHED WALLS AND PARTITIONS UNLESS THE FOLLOWING CLEANING: ARCHITECTURAL ARCH. OWNERS:� BEN HANSEN OTHERWISE INDICATED. WALL SHOWN TO "ALIGN" SHALL BE FINISHED A. CLEAN FIXTURES, EQUIPMENT, FINISH HARDWARE, PAINTED BLOCKING BLK'G ZONING INFORMATION CHRISTINE HANSEN FLUSH AND SMOOTH WITH EXISTING WORK. AFTER HE FLOOR AND DECORATED SURFACES, AND REMOVE MARKS, STAINS, PAINT, CEILING CLG. 420 STATE STREET CHANNELS FOR THE PARTITION WALLS HAVE BEEN LAID THE ARCHITECT DIRT AND OTHER SOILING RESULTING FROM THE WORK OF THIS CEILING HEIGHT C.H. ZONING R-40 BROOKLYN, NY 11217 IS TO BE NOTIFIED SO THAT WORK MAY BE INSPECTED AND APPROVED CONTRACT. CENTER LINE CL. ARCHITECT OF RECORD: FOR CONFORMANCE WITH DESIGN BEFORE PROCEEDING WITH ADDITIONAL 9 CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING AND CERAMIC TILE C.T. LOT AREA 12,505 SF CONSTRUCTION. SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. CLOSET CLO. HANSEN ARCHITECTURE + DESIGN 10. FIRE SAFETY: COLUMN COL. 420 STATE STREET 4. ALL WORK TO BE COORDINATED BY CONSTRUCTION MANAGER/GENERAL A. ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA CONCRETE CON C. FLOOD ZONE AE APPROVED AS NOTED BROOKLYN, NY 11217 CONTRACTOR UNLESS OTHERWISE NOTED. ANY SUBSTITUTE IN ARE TO BE SECURED IN A LOCKED AREA WITH ACCESS CONTROLLED CONSTRUCTION CONST. DATE: '/1-0 B.P.# �50b<' 917.202.9706 SPECIFICATIONS MUST BE SUBMITTED TO THE ARCHITECT FOR BY THE OWNER AND/OR CONSTRUCTION MANAGER GENERAL CONTINUOUS CONT. " FE �BY: CHRISTINE@HANSEN-ARCHITECTURE.COM APPROVAL. SHOULD CONTRACTOR FIND ANY DISCREPANCY, OMISSIONS, / / DETAIL BASE FLOOD ELEVATION +6 —0 AMBIGUITIES OR CONFLICTS IN ANY OF THE CONSTRUCTION DRAWINGS, CONTRACTOR. DTL. NOTIFY BUILDING DEPARTMENTIAT 646.246.3938 OR BE IN DOUBT AS TO THEIR MEANING, HE MUST BRING THE B. ALL MATERIAL TO BE STORED IN AN ORDERLY FASHION. DIMENSION DIM. 631-765-1802 8AMT04PM FOR THE BEN@BRHARCHITECT.COM QUESTION TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF C. ALL FLAMMABLE MATERIALS ARE TO BE KEPT TIGHTLY DOOR DR. MAXIMUM LOT COVERAGE 20% FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED CONSTRUCTION. THE ARCHITECT SHALL REVIEW THE QUESTION AND SEALED IN THEIR ORIGINAL CONTAINERS. SUCH MATERIALS SHALL BE DOUBLE DBL. FOR POURED CONCRETE STRUCTURAL ENGINEER: WHERE INFORMATION SOUGHT IS NOT CLEARLY INDICATED OR SPECIFIED, KEPT AWAY FROM HEAT OR OPEN FLAMES. DOWN DN. PROPOSED LOT 2,208 SF (17.7%) 2. ROUGH-FRAMING&PLUMBIING HAGS ENGINEERING PC D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN DRAWING DWG. COVERAGE 3. INSULATION 560 BROADWAY, #501 WILL ISSUE A WRITTEN CLARIFYING ADDENDUM. NEITHER THE OWNER NEW YORK, NY 10012 NOR THE ARCHITECT WILL BE RESPONSIBLE FOR VERBAL INSTRUCTIONS. ADEQUATELY VENTILATED SPACE. EACH EA. 4. BE COMPLETE FOR CONSTRUCTION 212.358.7778 INTERIOR SF 2,870 SF 1 BE COMPLETE FOR C.O. 5. WRITTEN REQUESTS MUST BE SUBMITTED FOR ANY PROPOSED CHANGES E. ALL ELECTRICAL POWER IS TO BE SHUT OFF WHERE THERE ELECTRIC/ELECTRICAL ELEC. ALL CONSTRUCTION SHALL MEET THE MAIL@HAGEENGINEERING.COM GENERAL IS AN EXPOSED CONDUIT. ELEVATION EL. REQUIREMENTS OFTHE CODES OF NEW IN THE SCOPE OF WORK BY THE CONSTRUCTION MANAGER / F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA IS TO EMERGENCY EMER. LAND USE / CLASS VACANT / RESIDENTIAL VANCNT LAND YORK STATE. NOT RESPONSIBLE FOR CONTRACTOR TO THE CLIENT AND ARCHITECT BEFORE ANY WORK IS DESIGN ORCONSTRUCTONERROIRS STARTED. SUCH REQUESTS SHALL INDICATE SCOPE OF WORK, COST, BE SHUT OFF AFTER WORKING HOURS. EQUAL EQ. AND POSSIBLE IMPACT TO THE PROJECT. TIMES CONSTRUCTION MANAGER/GENERAL CONTRACTOR AT ALL EQUIPMENT EQPT. SETBACK REQUIREMENTS FOR NON— CONFORMING LOTS LESS THAN 20,000 SF 6. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL BE TIMES SHALL MAKE SURE THERE IS NO LEAKAGE OF NATURAL GAS IN EXISTING EX'G RESPONSIBLE FOR HE PROTECTION OF ALL CONDITIONS AND MATERIALS BUILDING, OR ANY OTHER FLAMMABLE GAS USED IN CONSTRUCTION. EXTERIOR EXT. FRONT (FEET) 35 WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONSTRUCTION H. CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL NOT FINISH FIN. MANAGER/GENERAL CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY BURN ANY DEBRIS OR MAINTAIN ANY OPEN FLAMES ON THE SITE. FINISH FLOOR FIN. FL. FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION FIREPROOF FRPF. SIDE (FEET) 10 OF THE WORK. SELF—CLOSING S.C. A. ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND FLOOR FL. YARD BOTH SIDES (FEET) 25 ALTERATION OPERATIONS ARE BE DONE IN ACCORDANCE WITH OWNER FLOOR DRAIN F.D. REQUIREMENTS AND ALL GOVERNING CODES. FLUORESCENT FLUOR. B. WHERE DEMOLITION IS INDICATED, REMOVE ALL OBJECTS LEGEND: FOOT/FEET FT. REAR (FEET) 35 EXCEPT THOSE SPECIFICALLY DESIGNATED TO REMAIN. BY OTHERS/OWNER B.O. C. THE DRAWINGS MAY NOT SHOW ALL ITEMS OR OBJECTS NEW WALL CONSTRUCTION (SEE PARTITION SCHEUDLE) GLASS GL. EXISTING AT THE SITE. THE CONSTRUCTION MANAGER/GENERAL GRILLE GIRL. CONTRACTOR MUST VERIFY AT THE SITE ALL OBJECTS TO BE NEW FLOOR CONSTRUCTION GROUND FAULT INTERRUPTER GFI PRESERVED AND REPORT TO THE ARCHITECT ANY DISCREPANCIES OR GYPSUM NALLBOARD GWB QUESTIONABLE ITEMS. EL + 0'-0• HANDRAIL HNDRL. D. USE ALL MEANS NECESSARY TO PROTEC EXISTING OBJECTS SEA LEVEL ELEVATION TAG HARDBOARD HDBD. DESIGNATED TO REMAIN, AND IN THE EVENT OF DAMAGE, HARDWOOD HDWD. IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO X ELEVATION MARKER HEATING, VENTILATION & A/C HVAC THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL EXPENSE TO A X.X HOLLOW METAL H.M. THE OWNER. HORIZONTAL HORIZ. E. PRIOR TO COMMENCEMENT, CAREFULLY INSPECT THE ENTIRE 105 VESTIBULE ROOM LABEL INCHES IN. SITE AND ALL OBJECTS DESIGNATED TO BE REMOVED ND TO BE INSULATION INSUL. PRESERVED, AS WELL AS ALL EXISTING UTILITIES AND DETERMINE ALL D1o1 DOOR / WINDOW TAG JUNCTION BOX J.B. REQUIREMENTS FOR DISCONNECTING, CAPPING OR PROTECTING ALL LAMINATE LAM. SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE sD HARD WIRED COMBINATION CO / SMOKE DETECTOR LOW VOLTAGE L.V. UTILITY COMPANY, BUILDING MANAGEMENT OR AGENCY INVOLVED. O MATERIAL MAT'L SEAL: F. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL ® MAXIMUM MAX. EXHAUST FAN, 110 CFM UON MECHANICAL MECH. N cy,� REMOVE, REROUTE AND/OR CAP OFF ALL UNUSED UTILITIES AFTER A CHECKING WITH THE ARCHITECT. THESE ITEMS SHALL BE CAPPED METAL MTL. OFF WITHIN EXISTING WALLS OR SLABS. O 7—DAY PROGRAMMABLE THERMOSTAT MINIMUM MIN. G. USE ALL MEANS NECESSARY TO PREVENT DUST DURING THE MISCELLANEOUS MISC. MOLDING MLDG PERFOMANCE OF THIS WORK AND PREVENT DUST FROM BEING A NUISANCE TO THE NEIGHBORS, WORKPEOPLE AND CONCURRENT MOUNTED MTD.PERFORMANCE OF THE WORK. MULLION MUL. National Flood Hazard Layer FIRMette .R yT v��� �.^•_� �.� FEMA Legend �(0 _ �r. NOMINAL NOM. r �� + H. REMOVE ALL DEBRIS FROM THE SITE AND LEAVE THE SITE '*8''N SEE FIS REPORT FOR DETAILED r AILED LEGEND AND INDEX MAP FOR FIRM PANEL LAVOUr NOT APPLICABLE N.A. 1 AND SURROUNDING AREAS IN A NEAT AND ORDERLY CONDITION. `. Without Base Flood Elevation(BFE) 7. PARTITIONS NOT IN CONTRACT N.I.C. ` W SPECIAL FLOOD With RIFE or Depth Z.1,AF AO,AHVEAR DATE: ISSUE: REV: NUMBER NO. a A *. ,x HAZARD AREAS Regulatory JAN 1 2022 DOB SUBMISSION A. ALL PARTITIONS CORNERS AT DRYWALL OR STUCCO ON CENTER O.C. PARTITIONS SHALL HAVE METAL CORNER BEADS. TAPE AND SPACKLE - m "' 0.2%Annual Chance Flood Hazard.Areas OPENING OPN'G : ofi%annual chance flood with average APR 16, 2025 PAA Q SMOOTH WHERE REQUIRED. THREE COAT SPACKLE FINISH MINIMUM. _ ~r. ,' : depth less than one foot or with drainage OPPOSITE OPP. AREA(? M 111IMAL FLOOD HAZARD) areas of less than one square mile zo^, x PAINTED PTD. ,. .� :. "". . ., ,`�` - Future Conditions i%Annual Chance Flood Hazard zorc x PERFORATED P E R F. r "`' —_ Area with Reduced Flood Risk due to x : . � , (EL 7 Feet), OTHER AREAS OF teVee•See Notes.z. .x PLASTIC LAMINATE P.LAM • ..}\" '`~�� 4 FLOOD HAZARD Area with Flood Risk due to Levee z, QUANTITY QTY. r ". 305 NARROW 1.'`:>EE�:.�F:E NoscREEN Area of Minimal I"Hazard z-• x THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL RECESSED REC. x r�`�i'I a'I ''I Q Effective LOMRs SERVICE AND SHALL REMAIN THE PROPERTY OF RIVER ROAD p` HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE REQUIRED REQ. �? ' 's `` OTHER AREAS Area of Undetermined Flood Hazard.'xuP D PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED T ' �. ', GENERAL _„ OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS RETURN A i R R.A• ,a" `�,.L `�. STRUCTURES I t r t t i t Levee,Dike,or Floodwal Storm der MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE REVISE/REVISION REV. t, `. DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR ROOF DRAIN R.D. 4 y `..,`- REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ROUGH OPENING `' R so.z Cross Sections with i%Annual Chance ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF E G R.O. �." � , ,. t.- "s Water Surface Elevation THIS PROJECT BY OTHERS WITHOUT WRITTEN • Ton•ii, o_f SO . ',` ` , �. . - - Coastal Transect CONSENT. 0 COPYRIGHT SCHEDULE -. :..__. ; . ., S C H E D. �. --- ,3--Base Flood Elevation Line(BFE) SECTION SECT. �36031 ` ` fstudy` . Limit o SCALE: SHEET �`�`' t 1' �., `t -_--_ Jurisdiction Boundary S H T. ` f t c t Coastal Tr nse B DATE: SIMILAR SIM. ' s a Baseline ` `` ` OTHER - — Profile Baseline �- �,._� tip\ �. � 1� FEATURES Hydrographic Feature SQUARE FOOT SQ.FT. STAINLESS STEEL S.STL Di gi Data Available N TITLE: STANDARD No Digital Data Available ' >` `' ', '� MAP PANELS STEEL STL. `' `''`:'��:: `, ,.;�. , .4.; ,.. ` Unmapped GENERAL NOTES STORAGE , ' , � =� �`�` , �,.�. 0 S TO R. �'y`' `,` �� `1 `'.`` `�`' The pin displayed on the map is an approximate 1 .. ,. point selected the user and does not represent TELEPHONE TEL. `ti� -: ';•.,,''�: ',';' ;`,;' .,\'��, .��; an e p AND SYMBOLS THICK � \ an authoritative property location. �``,. ` 6 F.`. +R Ei``. '.; `, O ''. This map complies with FEMA's standards for the use of TO BE DETERMINED T.B.D. �a ` digital flood maps If it is not void as described below. The basemap shown complies with FEMA's basemap TYPICAL TYP. *`' accuracy standards ''� The fkrod hazard information is derived direct) from the UNLESS OTHERWISE NOTED U.O.N. ``. y SHEET NO.: � ' ``. '* ` ' . ` authoritative NFHL web services provided by FEMA.This map VERIFY IN FIELD V.1.F. `.,'� '.',.;: ,'�``�, was exported on 2/21/2021 at 8:04 AM and does not VINYL TILE V.T. ' `'`.::4 '* \ reflect changes or amendments subsequent to this date and `` ` '' time.The NFHL and effective information may change or — WITHW/ 'ti•''^.,.` become superseded by new data over time. 001 01 This map image is void if the one or more of the following map ■ WITHOUT W/o elements do not appear basemap imagery,flood zone labels, legend,scale bar,map creation date,community identifiers, WOODWD. FIRM panel number,and FIRM effective date.Map images for Feet 1,C 000 72°17'23"w 41°T40"N unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes Basemap:11SGS National Map.Orthoimagery:Data refreshed October,2020 I FLOOR AREA SUMMARY LOT COVERAGE SUMMARY FLOOR INTERIOR SQUARE FOOTAGE EXTERIOR SQUARE FOOTAGE AREA SQUARE FOOTAGE GROUND FLOOR 94 SF -- ROOF 1,450 SF IST FLOOR 1,089 SF 750 SF PLANTING 314 SF 2ND FLOOR 1,687 SF 247 SF DECK 444 SF TOTAL 2,870 SF 997 SF TOTAL 2,208 SF WELL LOCATION OWNERS: BEN HANSEN CHRISTINE HANSEN 420 STATE STREET BROOKLYN, NY 11217 9j» ARCHITECT OF RECORD: 4028 00�E HANSEN ARCHITECTURE + DESIGN 420 STATE STREET BROOKLYN, NY 11217 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 BEN@BRHARCH I TECT.COM STRUCTURAL ENGINEER: HAGE ENGINEERING PC 560 BROADWAY, #501 NEW YORK, NY 10012 212.358.7778 MAIL@HAGEENG INEERING.COM �Q 211-0" +4.0' �� RETAINING WALL, / TOP OF RETAINING WALL +6.0' SHALL NOT TO EXCEED 4' / 28,_ IN HEIGHT ALONG ANY 6 PART OF THE WALL ON THE ROAD SIDE OF THE WALL 45'-0" --1 NEW SEPTIC SYSTEM TOILET EXHAUST DUCT AND / \ +7.0' VENT W / / PROPERTY LINE D _ z co RD ROOF 5Q, ol 1,450 SF 71 Q SKYLIGHTS I +8.0 SIDEYARD SETBACK zo O OPEN 1 0O TO N DECK / BELOW i L +8.5' LLlCIS! 3 OPEN I I _ N o Of 1 / I I O SEAL: 1 z l iAi c-.. 10, - - - - - - - (lam �?;%i : ;+• I�;�� �r�jrC: 16'-8'" 7'-3 i„ -1 S/DEy I L SIC TBAC 0 Q DATE: ISSUE: REV: I I - w o JAN 1 2022 DOB SUBMISSION 13,-0" I FRENCH DRAIN I o � a o PROPERTY LINE APR 16, 2025 PAA Q +6.0' z o 0 NEW CONCRETE RETAINING I� WALL. TOP OF WALL = 44.0' 30" WITHIN 30' OF PROPERTY LINE GRAVEL DRIVEWAY EXISTING GROUNDSEL 20'-0" I BUSHES THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF / HANSEN ARCHITECTURE DESIGN, PLLC, WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED / OR NOT. NO CHANGES, ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE ( DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR sk REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF 128'-4 N57'16'1 O"1N 30'-O„ THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ©COPYRIGHT SCALE: RETAINING WALL, DATE: TOP OF RETAINING WALL N SHALL NOT TO EXCEED 4' I SITE PLAN NO EXISTING SIDEWALK IN HEIGHT ALONG ANY PART OF THE WALL ON I/8" = 11 0" THE ROAD SIDE OF THE TITLE: WALL SITE PLAN HARBOR ROAD SHEET NO.: A- 1 00001 I i ................................ ....... .......................................... OWNERS: BEN HANSEN CHRISTINE HANSEN q ADO 420 STATE STREET BROOKLYN, NY 11217 WOOD PILE, TYP. SEE / \ ARCHITECT OF RECORD: STRUCT. DWGS HANSEN ARCHITECTURE + DESIGN / 3g�gh 420 STATE STREET BROOKLYN, NY 11217 917.202.9706 o CHRISTINE@HANSEN-ARCHITECTURE.COM /�/ 646.246.3938 BEN@BRHARCHITECT.COM / \ STRUCTURAL ENGINEER: HAGE ENGINEERING PC 001 STAIR D000 560 BROADWAY, #501 NEW YORK, NY 10012 212.358.7778 0 0 INSULATED PIPE FROM MAIL@HAGEENGINEERING.COM / J J WELL TO COLD WATER / O STORAGE TANK ABOVE UP � 1 O J 0 � O I I z � O q 20� I c O 0 O 2 / O I cV A-200 � � O / I O � 0 0 0 0 01 SEAL: _f / 27,-3�n !i' '' 7 �G�CtcM1l�•',..�j�/v t DATE: ISSUE: REV: UP WOOD STEPS JAN 1 2022 DOB SUBMISSION APR 16, 2025 PAA Q 16'-81" 7,_31" 29'-3"' 53'-34" THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED I OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE A-201 DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. 0 COPYRIGHT SCALE: DATE: TITLE: GROUND FLOOR GRAVEL DRIVEWAY PLAN SHEET NO.: N I A- 1 1 . 1 GROUND FLOOR PLAN 1/411 = 11-001 I / OWNERS: EMERGENCY ESCAPE WINDOW A?�� BEN HANSEN PER R310 CHRISTINE HANSEN W100 14',4.. 420 STATE STREET BROOKLYN, NY 11217 A 3g-9j" 104 STAIR ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN W101 6',6" 420 STATE STREET WALL MOUNTED HEAT o _ BROOKLYN, NY 11217 PUMPS / ® 917.202.9706 0 A 1;p CHRISTINE@HANSEN-ARCHITECTURE.COMCOM 0 6 ., BEN@BRHARCHITECT.COM 100 GUEST BED 1 A y WOOD FLOORING \ STRUCTURAL ENGINEER: G o HAGE ENGINEERING PC DRYER EXHAUST DUCT WITH \ \ 36" HIGH RAILING 560 BROADWAY, #501 BACKDRAFT DAMPER 03 C NEW YORK, NY 10012 DUCTED THROUGH WALL / ZI .358.7778 SD \ MAIL@HAGEENG INEERING.COM CL. O COLD WATER \ HWH 01 A STORAGE TANK E \ DOMESTIC ELECTRIC WATER FILTRATION I DECK ABOVE HEATER W107 08 �D a SD EQUIPMENT I 110 CFM TOILET EXHAUST A O WC FAN DUCTED TO ROOF ® UP 1071 UTILITY CL. 03 o ) DN to O G 105 FOYER ROOF LEADER AND F SINK O / PLUMBING VENT SH R o D / CL. 03ca TILE A?0/ M N 101 BATHROOM 3,` CV STEEL COLUMN TILE 8 EMERGENCY ESCAPE WINDOW CL. \ 8' PER R310 E \ G E F \ I I 00 2 0CL. I N A-200 wlos 11061 DECK 06 A WOOD DECKING o A D100 � WOOD CLADDING TO MATCH I THE EXISTING WOOD 11021 HOME OFFICE O W103 CLADDING EXTERIOR o WOOD FLOORING / C 36" HIGH RAILING SEAL: 11031 MEDIA r ,lk� � � �l�''��J s�• I� ' II WOOD FLOORING — ri = I EMERGENCY ESCAPE WINDOW { PER R310 / \ W10 `� DATE: ISSUE: REV: \ JAN 1 2022 DOB SUBMISSION APR 16, 2025 PAA Q A 15'-24" =W105 36'-41" 53'-31" THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN, PLLC, WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES, ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF A-ZOI THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ©COPYRIGHT SCALE: DATE: TITLE: IST FLOOR PLAN N IST FLOOR PLAN I 1/4" = 1'-0" SHEET NO.: A- 1 02 001 I 1 3 in 3 4 A300 SIM EL +32'-0' -- OWNERS: TOP OF PARAPET BEN HANSEN 1 CHRISTINE HANSEN EL +30'-6" 420 STATE STREET TOP OF ROOF BROOKLYN, NY 11217 ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN OPEN W203 W202 W I W�00 420 STATE STREET BROOKLYN, NY 11217 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 BEN@BRHARCH I TECT.COM EL +19'-2' STRUCTURAL ENGINEER: HAGE ENGINEERING PC 2ND FL FINISH FLOOR 560 BROADWAY, #501 METAL RAILING N? NEW YORK, NY 10012 o. 212.358.7778 WOOD FASCIA BOARD MAIL@HAGEENGINEERING.COM CEDAR PLANK SIDING, TYP. STEEL COLUMNS AND CROSS CEDAR PLANK ENCLOSURE AT BRACING, SEE STRUCT. DWGS. OPEN °O UTILITY CLOSET WIO o CEDAR PLANK SIDING, TYP. DOO FINISHED GRADE 0 CEMENT BOARD FASCIA EL +8 -6 FIRST FL FINISH FLOOR WOOD PILE AND GIRDER, SEE �o CONCRETE RETAINING WALL STRUCT. DWGS. �, FOR SEPTIC SYSTEM _ EL +6'-0" 1-6 OPEN BELOW DECK; WOOD _ BASE FLOOD ELEVATION PILES : EL +2.72' I BUILDING ELEVATION NORTH AVG NAT. GRADE 1/4, - I 0, SEA LEVEL SEAL: EL +32'-0' ik :o TOP OF PARAPET TOP OF ROOF DATE: ISSUE: REV: JAN 1 2022 DOB SUBMISSION APR 16, 2025 PAA Q 1 METAL RAILING -(- CEDAR PLANK SIDING, TYP. THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF EL +19'-2" HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE WOOD FASCIA BOARD __ PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED 2ND FL FINISH FLOOR OR NOT. NO CHANGES, ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE rn DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR o REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR N ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. 0 COPYRIGHT SCALE: 0 DATE: STEEL COLUMN AND CROSS BRACING, SEE STRUCT. DWGS. TITLE: CEDAR PLANK SIDING, TYP. EXTERIOR EL +8'-6' CEMENT BOARD FASCIA FIRST FL FINISH FLOOR ELEVATIONS WOOD PILE AND GIRDER, SEE :o STRUCT. DWGS. iv EL +6'-0' o BASE FLOOD ELEVATION SHEET NO.: EL +2.72' BUILDING ELEVATION EAST AVG NAT. GRADE A- 200mOl 1/4" = 1'-0" SEA LEVEL 1 ZINC COPING ZINC COPING ZINC COPING ZINC COPING 32'-0" TOP OF PARAPET ROOF CONSTRUCTION: ;o ROOF CONSTRUCTION: _ ROOF CONSTRUCTION: ROOF CONSTRUCTION: :o _ • EPDM ROOF MEMBRANE O • EPDM ROOF MEMBRANE • EPDM ROOF MEMBRANE • EPDM ROOF MEMBRANE - • TAPERED RIGID INSULATION • TAPERED RIGID INSULATION • TAPERED RIGID INSULATION • TAPERED RIGID INSULATION • R12.0 CONTINUOUS INSULATION • R12.0 CONTINUOUS INSULATION • R12.0 CONTINUOUS INSULATION • R12.0 CONTINUOUS INSULATION • 2 LAYERS J" EXT. GRADE • 2 LAYERS 4" EXT. GRADE • 2 LAYERS 4" EXT. GRADE • 2 LAYERS 4" EXT. GRADE 30'-6" PLYWOOD SHEATHING PLYWOOD SHEATHING MTN PLYWOOD SHEATHING PLYWOOD SHEATHING TOP OF CONT. 3" RIGID INSUL. • WOOD FRAMING, REF. STRUCT. • WOOD FRAMING, REF. STRUCT. 11 • WOOD FRAMING, REF. STRUCT. • WOOD FRAMING, REF. STRUCT. DWG DWG DWG DWG • R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION • R21 GATT INSULATION • FRAMING FOR DROPPED CEILING • FRAMING FOR DROPPED CEILING • FRAMING FOR DROPPED CEILING • FRAMING FOR DROPPED CEILING 8° GWB 8" GWB • 8" GWB 8" GWB _ OWNERS: EXTERIOR WALL CONSTRUCTION: EXTERIOR WALL CONSTRUCTION: BEN HANSEN EXTERIOR WALL CONSTRUCTION: N EXTERIOR WALL CONSTRUCTION: CHRISTINE HANSEN `\j • CEDAR PLANK SIDING N • CEDAR PLANK SIDING N • CEDAR PLANK SIDING • CEDAR PLANK SIDING 420 STATE STREET • SHIM SPACE • SHIM SPACE • SHIM SPACE • SHIM SPACE BROOKLYN, NY 11217 • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER • SELF-ADHERED, WATER RESISTIVE ARCHITECT OF RECORD: VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER " SHEET MEMBRANE SHEET MEMBRANE SHEET MEMBRANE OIL SHEET MEMBRANE 28 -2 • STRUCTURAL PANEL • STRUCTURAL PANEL • STRUCTURAL PANEL HANSEN ARCHITECTURE + DESIGN • WOOD FRAME, SEE STRUCT. DWG • WOOD FRAME, SEE STRUCT. DWG STRUCTURAL PANEL 420 STATE STREET 2ND FLOOR FINISH CLG. • WOOD FRAME, SEE STRUCT. DWG . R21 BATT INSULATION • R21 BATT INSULATION WOOD FRAME, SEE STRUCT. DWG BROOKLYN, NY 11217 • R21 BATT INSULATION • R21 BATT INSULATION • 8" GWB ' 8" GWB • 8" GWB • 8" GWB 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 ZINC FLASHING BEN@BRHARCH ITECT.COM STRUCTURAL ENGINEER: HAGE ENGINEERING PC 560 BROADWAY, #501 NEW YORK, NY 10012 212.358.7778 MAIL@HAGEENG INEERING.COM o. WINDOW WINDOW FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: • HARDWOOD FLOORING • HARDWOOD FLOORING • HARDWOOD FLOORING • HARDWOOD FLOORING ot EL +19'-2" • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR 2ND FL FINISH FLOOR R21BAIT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION R21 BATT INSULATION • WO • WOOD FRAMING • WOOD FRAMING • WOOD FRAMING • WOOD FRAMING 8,� 8" GWB • 8" GWB 8" GWB GWB ZINC SILL - - ZINC SILL 00 °O ao ot EL +17'-6" NOTE: ELIMINATE INSULATION AT IST FL FINISH FLOOR TRANSOM BETWEEN WINDOWS 104/209 NOTE: ADD INSULATION AT TRANSOM & 105/210. SEE DETAIL 3/A300 BETWEEN WINDOWS 104/209 a3 105/210. SEE DETAIL I/A300 ZINC FLASHING ZINC FLASHING 2A i SEAL: ['FLOO7NSTR CTION AT UTILITY 0 0 0 o CLOS Iti , o, • S ol °� • T • 4' PLYWOOD SUBFLOOR � III i�, • `� '' - ;4E 1. i • 4" IPE DECKING • WOOD FRAMING FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: • 4" CLOSE CELL SPRAY FOAM 0:;, r•.,i,':.,• r • HARDWOOD FLOORING • HARDWOOD FLOORING • HARDWOOD FLOORING INSULATION, R28 • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR ' • R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION • WOOD FRAMING • WOOD FRAMING • WOOD FRAMING • STRUCTURAL PANEL • STRUCTURAL PANEL • STRUCTURAL PANEL FLOOR CONSTRUCTION: DATE: ISSUE: REV: • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE • HARDWOOD FLOORING VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER • 1 LAYER PLYWOOD SUBFLOOR JAN 1 2022 DOB SUBMISSION SHEET MEMBRANE SHEET MEMBRANE SHEET MEMBRANE • WOOD FRAMING • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • 4" CLOSE CELL SPRAY FOAM APR 16, 2025 PAA Q INSULATION, R28 —EL +8'-6" OIL7 FIRST FL FINISH FLOOR ZINC SILL ZINC TRIM (CONTINUATION OF SILL) ZINC SILL �- ZINC TRIM (CONTINUATION OF SILL) CEMENT BOARD FASCIA CEMENT BOARD FASCIA CEMENT BOARD FASCIA CEMENT BOARD FASCIA 2" RIGID INSULATION 2" RIGID INSULATION 2" RIGID INSULATION 2" RIGID INSULATION AIR BARRIER AIR BARRIER AIR BARRIER AIR BARRIER STRUCTURAL PANEL STRUCTURAL PANEL STRUCTURAL PANEL STRUCTURAL PANEL THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF RIM JOIST RIM JOIST WOOD FRAMING, SEE STRUCT. DWGS. RIM JOIST HANSEN ARCHITECTURE DESIGN, PLLC, WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE 4' 4" I DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF WOOD GIRDERS AND PILE, SEE WOOD GIRDERS AND PILE, SEE ( THIS PROJECT BY OTHERS WITHOUT WRITTEN STRUCT. DWG. STRUCT. DWG. CONSENT. ®COPYRIGHT J SCALE: DATE: TITLE: TYPICAL WALL SECT I ONS SHEET NO.: � EL +2.72' A- 300mOl AVG NAT. GRADE I WINDOW, SECTION (THRU GIRDERS) WALL SECTION (THRU GIRDERS) 3WINDOW SECTION (COPLANAR TO GIRDERS) 43/4" WALL SECTION (COPLANAR TO GIRDERS) 3/4 — I 0 2 /4 10 _3/4 — I 0 3 1 0 OCCUPANCY OR USE IS UNLAWFUL APPROVED AS NOTED lydTHOUT CERTIFICATE DATE: �s.P.# 7, �3 O r OCCUPANCY FEE....1. S �sY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ORI . ENT I IOUSE I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING "SLY WITH ALL CODES OF 3. INSULATION )'-;K STATE & TOWN CODES 4. FINAL - CONSTRUCTION MUST AS KLUUIRED AND CONDITIONS OF BE COMPLETE FOR C.O. 505 NARROW RIVER ROAD ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOV,"d ZSA REQUIREMENTS OF THE CODES OF NEW SOUTHOLDTaXIPLA""!"lsET-0 YORK STATE. NOT RESPONSIBLE FOR r SOLITHOLD TONn"V TRUSTEES DESIGN OR CONSTRUCTION ERRORS. J N.Y.S.DEC OFI� IENT NEW YORK 1 1957 7 P VOT P7l0cl:-:Dl SURVi y --F0Unk-A710N LOV j-'-- HAS 6EEN AP ,0'r;""1, TRUSS PLACARDING REQUIRED RETAIN STMj INATinR RU"'OFF PURSUANT TO CFfAP-,-LR 236 OF THE TOWN CODE PLU,M,Br,^ --rTIFICATION DE. PARTMENT OF BUILDINGS SUBMISSION ON LEAL i'ENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER URFn IN WATER SUFFLY.w v`:STE it'I CANNOT All ext 'i , ..z . x trig Installed, rc�I�iacetl or JANUARY I , 2022 EXCEED 2/?0 0F 1% LEAD. rCpaired shall conform to Chapter 172 of the Town Code PLU A3ING ALL PLLJV3!^!G 1hlAS TE &WATER LiAES Hil-ED ARCHITECT : TESTINJG BEFORE COVERING +« - + DESIGN llugP� ldcf4anuGL� ,BEN ARCHITECTUREHANy Kam ar 420 STATE STREET , BROOKLYN, NEW YORK 11217 TEL. 917-202-9706 EMAIL: CHRISTINE@HANSEN-ARCHITECURE,COM T C nd duc vrce,, tenting rcqui-c , DRAINING LIST : A000 COVER SHEET S-100 FOUNDATION AND CELLAR PLAN S-101 IST FLOOR FRAMING PLAN EN-100 BUILDING ENVELOPE DIAGRAMS S-102 2ND FLOOR FRAMING PLAN EN-101 COMPLIANCE CERTIFICATE, INSPECTION CHECKLIST S-103 ROOF FRAMING PLAN EN-102 INSPECTION CHECKLIST S-200 TYP. FOUNDATION DETAILS & SECTIONS S-201 TYP. FOUNDATION DETAILS & SECTIONS A001 GENERAL NOTES AND SYMBOLS S-202 TYP. FOUNDATION DETAILS & SECTIONS A002 BUILDING DEPARTMENT NOTES, SCHEDULES S-300 TYP. DETAILS AND SECTIONS A003 PARTITION TYPES' S-301 TYP. DETAILS AND SECTIONS S-302 TYP. DETAILS AND SECTIONS A 100 SITE PLAN S-400 SECTIONS S-401 SECTIONS A101 GROUND LEVEL PLAN S-500 GENERAL NOTES A102 IST FLOOR PLAN S-501 GENERAL NOTES A103 2ND FLOOR PLAN A104 ROOF PLAN PI PLUMBING RISER DIAGRAM AND SPECIFICATIONS A 105 IST FLOOR REFLECTED CEILING PLAN A106 2ND FLOOR REFLECTED CEILING PLAN A200 EXTERIOR ELEVATIONS A201 EXTERIOR ELEVATIONS A202 STAIR SECTION A300 TYPICAL WALL SECTIONS b ER ► 0 aw WINDOW SUMMARY BUILDING ENVELOPE WALL AREA SUMMARY CONDITIONED FLOOR AREA SUMMARY 8�8y WINDOW TAG AREA (SF) PART. TYPE ELEVATION FACES TOTAL SF FLOOR INTERIOR SF LINEAR SF ., I NORTH 1 711 711 SF GROUND FLOOR 94 SF 40 SF SLAB ON GRADE W 100 24 40 LINEAR FEET o WI01 24 I WEST I 1,141 IST FLOOR 996 SF N WEST 2 110 2ND FLOOR 1,687 SF D W102 1,321 SF W103 24 I WEST 3 31 TOTAL 2,777 SF 94 S F W 104 40 2 WEST 4 39 O W105 24 I SOUTH I 366 GROUND FLOOR BEN HANSEN I SOUTH 2 300 I 1/8" _ 1'_0" CHRISTINE HANSEN W 106 24 824 SF 420 STATE STREET W107 24 1 SOUTH 3 128 BROOKLYN, NY 11217 W200 24 2 SOUTH 4 30 `�, 23—J0" ��� ARCHITECT OF RECORD: ®. `�� 40, g� 40;9 HANSEN ARCHITECTURE + DESIGN W201 24 I EAST 1 307 ®y �!� DASHED LINE INDICATES 420 STATE STREET I EAST 2 218 THERMAL ENVELOPE, TYP. BROOKLYN, NY 11217 W202 50 � � 3` 917.202.9706 I EAST 3 467 1,092 SF ® /I CHRISTINE@HANSEN-ARCHITECTURE.COM W203 24 �� ® 646.246.3938 W204 18 I EAST 4 61 �, / BEN@BRHARCHITECT.COM W205 99 2 EAST 5 39 STRUCTURAL ENGINEER: e RAGE ENGINEERING PC W206 60 TOTAL 3,948 SF = ;%` 560 BROADWAY, #501 170 SF NEW YORK, NY 10012 ,tea _. 212.358.7778 W207 50 co 996 SF co i SKYLIGHTS MAIL@HAGEENGINEERING.COM co 7] W208 24 DOOR SUMMARY o I I N 799 SF &0D 718 SF N i W209 40 DOOR T 1,687 SF N N AG AREA 16 SF W210 24 D000 43 ' W21 I 24 D100 46 e W212 24 D200 88 ! o / I W300 8 - D201 136 W301 8 TOTAL SF 313 ®, TOTAL SF 685 16'-82" 54'-22" 54'-2 " IST FLOOR 3 2ND FLOOR ROOF /8" I'-0" 1 -0 I 2 - I/8" - ' " 4 1/8" - I'- " - 0 711 SF �300 7SF 307 SF FER ® u i W203 � W201 W200 W212 W211 '� W210 � W205 D201 O � O I , O , O O D200 W204 w2o2 � 1,141 SF I ' � SEAL: 366 SFLi W101 i I 11If. I.. ' -- w10o"71 J L w107 w1 os I = - t ws DATE: ISSUE: REV: JAN 1 2022 DOB SUBMISSION 5 NORTH "ELEVATION WEST-ELEVATION SOUTH ELEVATION EAST ELEVATION 1/8 I 0 6 1/g _ _ _ 10 7 I/8 101/8"8 I 0 61 SF 128 SF 31 SF 110 SF THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR BE MADE AN BY HANSEN NNS OR DELETIONS TECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR i t ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF W207 W206 ' THIS PROJECT BY OTHERS WITHOUT WRITTEN W2O9 W2O8 O O CONSENT. ®COPYRIGHT t ' SCALE: DATE:467 SF u uI -- 1 TITLE: W104 W103 D100 I 218 SF 30 SF 39 SF THERMAL 1 ENVELOPE I DIAGRAMS 9 CROSS SECTION EAST 39 SF 10 CROSS SECTION SOUTH CROSS SECTION WEST SHEET NO.: EN - 1 I i Generated by REScheck-Web Software REScheck Software Version REScheck-Web Section PlansVeed Field Vered t # Foundation Insp ection Complies? Comments/Assumptions Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other & Req.ID Value Value - C o ''a n c e C e ft'f t C a to calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in Inspection Checklist E 402.1.2 Slab edge insulation R-value. R- R- ❑Complies see the Envelope Assemblies REScheck Version:REScheck-Web and to comply with the mandatory�quirements li din the REScheck Inspection Checklist. 1 [FOl] � ❑ ❑ table for values. --�,.. �,,._ • , Unheated Unheated ❑Does Not Christina Hansen -Architect 1� 1/S/2022 Energy Code: 2018 IECC , Heated ❑ Heated ❑Not Observable Name-Title Signature Date Requirements: 97.0%were addressed directly in the REScheck software []Not Applicable Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each 402.1.2 Slab edge insulation ft ft ❑Comp Iles See the Envelope Assemblies Project 305 Narrow River Road requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception [F0311 depth/length. ❑DoesNot table for values is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Energy Code: 2018 IECC - ❑Not Observable Section ❑Not Applicable Location: New York, New York # Pre-Inspection/Plan Review Plans Verified Field Verified Complies? Comments/Assumptions 303.2.1 A protective covering is installed ❑Com Iles Requirement will be met. Construction Type: Single-family & Req.ID Value Value [F011]2 to protect exposed exterior []Does Not q Project Type: New Construction 103.1, Construction drawings and ❑Complies Requirement will be met. f,, insulation and extends a Conditioned Floor Area: 3,193 ft2 103.2 documentation demonstrate []Does Not - minimum of 6 in.below grade. ❑Not Observable OWNERS: [PR111 energy code compliance for the ❑Not Applicable BEN HANSEN Glazing Area 24% gy P ❑Not Observable CHRISTINE HANSEN building envelope.Thermal 403.9 Snow-and ice-melting system ❑Complies Exception:Requirement is envelope resented on Applicable ❑Does Not not applicable. 420 STATE STREET Climate Zone: 4 (5362 HDD []Not A licable z Permit Date: P P [F012] controls installed. construction documents. 4R Permit Number: 103.1, Construction drawings and ❑Complies Requirement will be met. ❑Not Observable BROOKLYN, NY 11217 ❑Not Applicable 103.2, documentation demonstrate ❑Does Not Construction Site: Owner/Agent: Designer/Contractor: 403.7 energy code compliance for Additional Comments/Assumptions:tions• ARCHITECT OF RECORD: 305 Narrow River Road [PR3]1 lighting and mechanical systems. ❑Not Observable p Systems serving multiple ❑Not Applicable Orient,NY 11957 dwelling units must demonstrate 420 STATE STREET HANSEN ARCHITECTURE + DESIGN complance with the IECC Commercial Provisions. BROOKLYN, NY 11217 � . .����........... . Requirement wlll be met. _ .. _.... 1, Heating and cooling equipment is Heating: Heating: Complies Compliance: 8.7%Better Than Code Maximum UA: 633 Your UA: 578 Maximum SHGC: 0.40 Your SHGC: 0.30 403.7 sized per ACCA Manual S based Btu/hr Btu/hr []Does Not [PR2]2 on loads calculated per ACCA CHRIST 2.9706 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code tradeoff rules. Cooling: Cooling: []Not Observable CHRISTINE@HANSEN-ARCHITECTURE.COM It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. tr Manual J or other methods approved by the code official. Btu/hr Btu/hr ❑Not Applicable 646.246.3938 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade BEN@BRHARCHITECT.COM assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Additional Comments/Assumptions: STRUCTURAL ENGINEER: Envelope Assemblies HAGE ENGINEERING PC 560 BROADWAY, #501 w NEW YORK, NY 10012 212.358.7778 - - MAIL@HAGEENGINEERING.COM _ I Roof area with dropped ceiling: Flat Ceiling or 969 21.0 12.0 0.030 0.026 29 25 Scissor Truss Skylight:Vinyl Frame 18 0.290 0.550 5 10 SHGC:0.28 Roof(roof area with exposed joists): Flat Ceiling or 718 0.0 12.0 0.072 0.026 52 19 Scissor Truss Wall:Wood Frame, 16"o.c. 3,840 21.0 8.0 0.038 0.060 108 170 Front Door:Solid Door(under 50%glazing) 53 0.320 0.320 17 17 Back Doors:Glass Door(over 50%glazing) 46 0.320 0.320 15 15 SHGC:0.30 Patio doors:Glass Door(over 50%glazing) 224 0.320 0.320 72 72 SHGC:0.30 Window:Vinyl Frame 685 0.320 0.320 219 219 SHGC:0.30 Bottom of stairwell: Solid Concrete or Masonry 108 0.0 8.0 0.091 0.098 10 11 incl spaces above outside air:1st fl bedroom wing 1,593 21.0 8.0 0.032 0.047 51 75 and 2nd fl living area:All-Wood Joist/Truss Floor:Slab-On-Grade(Unheated) 40 10.0 0.360 0.360 0 0 Insulation depth:4.0' 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Ter 2) 3 Low Impact(Tier 3) Project Title: 305 Narrow River Road Report date: 01/07/22 Project Title: 305 Narrow River Road Report date: 01/07/22 Project Title: 305 Narrow River Road Report date: 01/07/22 Project Title: 305 Narrow River Road Report date: 01/07/22 Data filename: Page 1 of10 Data filename: Page 2 of10 Data filename: Page 3 of10 Data filename: Page 4 of10 J Section Plans Verified Field Verified # Insulation Inspection I Complies? Comments/Assumptions Section Section I Value Value Section tPlans Verified Field Verified ., Plans Verified Field Verified & Req.ID ___LLL Plans Verified Field Verified # Framing/Rough-In InspectionValue Value Complies. Comments/Assumptions # Framing/Rough-In Inspection Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies? CommentsifAssumptions & Req.ID & Rea.ID Value Value 303.1 All installed insulation is labeled ❑Complies Requirement will be met. & Req.ID [IN13]2 or the installed R-values []Does Not 402.1.1. Door U-factor. U- U- ❑Complies See the Envelope Assemblies 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. provided. 402.1.1, Ceiling insulation R-value. R- R- ❑Complies see the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR15]3 ducts or plenums. ❑Does Not `' ❑Not Observable 402.2.1. ❑ Wood ❑ Wood ❑Does Not table for values;. [FR111 ❑Not Observable a.� Not Applicable 402.2.2, Steel Steel r� ❑Not Observable ❑ ❑ ❑Not Observable - []Not Applicable 402.1.1. Floor insulation R-value. R- R- ❑Com lies see the Envelope Assemblies 402.2.E ❑Not Applicable P � [FI1]1 ❑Not Applicable 402.2.E table for values. SEAL: 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies see the Envelope Assemblies 403.3.6(1, Ducts partially or completely ❑Complies Requirement will be met. 1 ❑ Wood ❑ Wood ❑Does Not table for values. [INl] Steel Steel r- 402.3.1, 'average). []Does Not 2) buried in ceiling insulation have ❑Does Not ❑ ❑ []Not Observable AR 402.3.3, [FR26J3 an insulation R-value not less []Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. C []Not Observable ❑Not Observable pp 303.2 manufacturer's instructions. 402.5 tip, than R-8,the sum of the ceiling 1 ❑Does Not �- ���• //� [FR2]1 ❑Not Applicable - insulation R-value against and []Not Applicable [FI2] Blown insulation marked every C) �� g 303.2, Floor insulation installed per ❑Complies Requirement will be met. 300 ftz ❑Not Observable 4% „'' cSl n k . above the top of the duct,and T " -A 402.2.8 manufacturer's instructions and ❑Does Not ❑Not Applicable U - against and below the bottom of [IN2]1 in substantial contact with the 402.2.3 Vented attics with air permeable ❑Complies Exception:Requirement is 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. the duct,is>=than R-19, ❑Not Observable [FR4]1 are determined in accordance ❑Does Not excluding the R-value of the duct �, underside of the su ati or,or floor ❑Not Applicable [FI22]2 insulation include baffle adjacent ❑Does Not not applicable. framing cavity insulation is in PP with the NFRC test procedure or insulation. to soffit and eave vents that n . []Not Observable contact with the top side of ❑Not Observable taken from the default table. extends over insulation. ❑Not Applicable 403.3.7 Ducts declared to be within the []Complies 'Requirement will be met. sheathing,or continuous ❑Not Applicable y� 0,3 2 S'• 1 �O [FR28]3 conditioned space are either 1) []Does Not insulation is installed on the 402.2.4 Attic access hatch and door R- R- ❑Com Iles .Requirement will be met. 1 F N E�� 402.1.1, Skylight U-factor. U- U- ❑Complies see the Envelope Assemblies P table for values. �;; completely within the continuous underside of floor framing and P q 402.3.3, ❑Does Not []Not Observable [F1311 insulation>R-value of the ❑Does Not 402.3.6, air barrier and within the building , ,extends from the bottom to the []Not Observable thermal envelope,2)buried []Not Applicable top of all perimeter floor framing adjacent assembly. ❑Not Observable 402.5 within ceiling insulation in members. [FR5J1 ❑Not Applicable 9 ❑Not Applicable accordance with Section 402.1.1. Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies DATE: ISSUE: REV: R403.3.6 and the air handler is table for values. 402.4.1.2 .Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies Requirement will be met. 402.2.5, mass wall with at least%of the ❑ Wood ❑ Wood ❑Does Not [FI17]1 ach in Climate Zones 1-2,and ❑Does Not 402.1.1 Mass wall exterior insulation R- R- R- ❑Complies see the Envelope assemblies located completely within the 402.2.6 wall insulation on the wall JAN 1 2022 DOB SUBMISSION 1 1 table for values. continuous air barrier and within 1 ❑ Mass Mass []Not Observable <=3 ach in Climate Zones 3 8. [FR10] value. If more than fi of the []Does Not [IN3] exterior,the exterior insulation ❑Not Observable insulation is on the wall interior, the building thermal envelope requirement a lies(FR10). ❑ Steel ❑ Steel ❑Not Applicable e> PP []Not Applicable ` []Not Observable and the duct leakage is<= 1.5 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Com lies Exception:All ducts and air the interior insulation g P p. p . requirement applies and []Not Applicable cfm/100 square feet s F12711 determine air leakage with ft2 ft2 handlers are located within verification may need to occur conditioned floor area served by [ g ❑Does Not y during Insulation Inspection. the ducts stem,or 3)the ceiling 303.2 Wall insulation is installed per ❑Complies Requirement will be met. either: Rough-in test:Total conditioned space. y g [IN4]1 manufacturer's instructions. ❑Not Observable insulation R-value installed ❑Does Not leakage measured with a 303.2 Mass wall exterior insulation ❑Complies against and above the insulated []Not Observable pressure differential of 0.1 inch ❑Not Applicable [FR11]1 installed per manufacturer's ❑Does Not duct>=to the proposed ceiling ❑Not Applicable w.g.across the system including fy, instructions. insulation R-value,less the R- the manufacturer's air handler []Not Observable enclosure if installed at time of ❑Not Applicable value of the insulation on the Additional Comments/Assumptions: _ PP test. Postconstruction test:Total THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL 4 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. 403. 2 Q leakage measured with a SERVICE AND SHALL REMAIN THE PROPERTY OF [FR23]1 installed per manufacturer's []Does Not [FR17] HVAC piping conveying fluids R- R- ❑Complies Requirement will be met.above 105o F or chilled fluids ❑Does Not pressure differential of 0.1 inch HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE below 55-F are insulated to>_R- } instructions. []Not Observable - 3• []Not Observable w.g.across the entire system PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED ❑Not Applicable including the manufacturer's air OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS ❑Not Applicable handler enclosure. MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [FR20)1 'is listed and labeled as meeting ❑Does Not [FR24]1 piping. ❑Does Not [F1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable <=3 cfm/100 ft2 without air ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF +' ❑Not Observable []Not Observable THIS PROJECT BY OTHERS WITHOUT WRITTEN or has infiltration rates per NFRC ❑Not Applicable handler @ 25 Pa. For rough-in 400 that do not exceed code []Not Applicable - CONSENT. ®COPYRIGHT limits. 403.5.3 Hot water pipes are insulated to R- R- ❑Complies .Requirement will be met. tests,verification may need to ❑Not Applicable [FR18]2 >_R-3. []Does Not occur during Framing Inspection. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. SCALE: [FR16]2 sealed at housingfinterior finish ❑Does Not ' ❑Not Observable y [FI24]1 by manufacturer at<=2%of ❑Does Not DATE: and labeled to indicate:52.0 cfm ❑Not Applicable design air flow. leakage at 75 Pa. []Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. []Not Observable PP ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Com lies Exception:Ducts located [FR19)2 installed on all outdoor air ❑Does Not - intakes and exhausts. 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [FR12)1 insulated >= R-8 where duct is ❑Does Not completely inside the ❑Not Observable [F19]2 installed for control of primary ❑Does Not TITLE: >=3 inches in diameter and>= building envelope. ❑Not Applicable heating and cooling systems and❑Not Observable g g y Not Observable COMPLIANCE R-6 where<3 inches.Supply and initially set by manufacturer to ❑ return ducts in other portions of ❑Not Applicable Additional Comments/Assumptions: ❑Not Applicable code specifications. PP• the building insulated >=R-6 for 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. diameter>=3 inches and R-4.2 ` for<3 inches in diameter. [FI10]2 on heat pumps. ❑Does Not CERTIFICATE & 403.3.2 Ducts,air handlers and filter ❑Complies Requirement will be met. []Not Observable INSPECTION [FR13]1 boxes are sealed with ❑Does Not Not Applicable joints/seams compliant with 403.5.1 Circulating service hot water ❑Com lies Requirement will be met. CHECKLIST �*. []Not Observable 9 P- q International Mechanical Code or International Residential Code,as ❑Not Applicable [FI11) systems have automatic or ❑Does Not applicable. accessible manual controls. ❑Not Observable i SHEET NO.: I High Impact(Tier i2 i Iveclium Impac ier l low mpact lei 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 305 Narrow River Road Report date: 01/07/22 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 305 Narrow River Road Report date: 01/07/22 Project Title: 305 Narrow River Road Report date: 11/07/22 Data filename: Page 7 of10 Project Title: 305 Narrow River Road Report date: 01/07/22 Data filename: Page 5 of10 Data filename: Pace 6 of10 Data filename: Page 8 of10 EN - 1 01 m 6 I i t Section Section w ter' Plans Verified Field Verified Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions # Final Inspection Provisions Complies? Comments/Assumptions & Re ID Value Value q Value Value _ g 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. 303.3 Manufacturer manuals for ❑Complies Requirement will be met. " [FI25]2 fans not part of tested and listed ❑Does Not [FI18]3 mechanical and water heating ❑Does Not • HVAC equipment meet efficacy systems have been provided. ■ ii � r � � a and air flow limits per Table []Not Observable ❑Not Observable � R403.6.1. ❑Not Applicable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. Additional Comments/Assumptions: [FI2612 through one-or two-pipe heating ❑Does Not . systems have outdoor setback []Not Observable I.�r�'11 k4t.i' nx l"•,L! � ,'dk](fit control to lower boiler water temperature based on outdoor ❑Not Applicable r _...,._.......,_.,...._.....,._.......-.... . ....«..._,..w........ _... ...._.,ra Above-Gde Wall 29.00 OWNERS: temperature. BEN 403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met. Below-Grade Wall 0.00 HANSEN CHRISTINE HANSEN [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable BROOFloor 29.00 STATE STREET 0 return pipe or a cold water supply Ceiling/Roof 33.00 pipe.Gravity and thermos- ❑Not Applicable KLYN, NY 11217 syphon circulation systems are Ductwork (unconditioned spaces): NSA ARCHITECT OF RECORD: not present.Controls for circulating hot water system pumps start the pump with signal Y HANSEN ARCHITECTURE + DESIGN for hot water demand within the Window 0.32 0.30 420 STATE STREET occupancy.Controls BROOKLYN, NY 11217 automatically turn off the pump Door 0.32 0.30 when water is in circulation loop is at set-point temperature and Skylight 0.29 0.28 917.202.9706 # �+ ! . _,:.... CHRISTINE@HANSEN-ARCHITECTURE.COM no demand for hot water exists. p 646.246.3938 403.5.1.2 Electric heat traces stems ❑Corn lies Requirement will be met. HeatingSystem: XZ-SC4" _�... ...... ...... .. [FI29]2 corn I with IEEE 515.1 or UL ❑Does Not 515.Controls automatically y SNA2-Ul 11.5 HSPF BEN@BRHARCHITECT.COM just the to the ❑Not Observable � energy input Cooling System:P 20.0 SEER ad ener in heat tracing to maintain the ❑Not Applicable desired water temperature in the : Water Heater: A.O. Smith ENT 55 STRUCTURAL ENGINEER: piping. RAGE ENGINEERING PC 403.5.2 Demand recirculation water ❑Complies Requirement will be met. [F13012 systems have controls that ❑Does Not Name: Christina Hansen Date: 1/5/2022 560 BROADWAY, #501 manage operation NEW YORK, NY 10012 the pump ❑Not Observable Comments and limit the t of the MAIL@HAGEENGINEERING.COM 212.358.7778 water entering the r the cold cold water ❑Not Applicable piping to<= 104°F. 403.5.4 Drain water heat recovery units ❑Complies .Requirement will be met. [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-sidle pressure loss of drain water heat []Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. _ 404.1 90%or more of permanent ❑Complies Requirement will be met. [F1611 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Exception: Requirement is [FI2313 no continuous pilot light. ❑Does Not not applicable. " ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [F1712 ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact der 2) 3 Low Impact(Ter 3) Project Title: 305 Narrow River[toad Report date: 01/07/22 Project Title: 305 Narrow River Road Report date: 01/07/22 Data filename: Page 9 of10 Data filename: Page 10 of10 SEAL: i=LD Ap,C U yk l� yT 03,128A.1 0. �OF NEB~. DATE: ISSUE: REV: JAN 12022 DOB SUBMISSION THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. 0 COPYRIGHT SCALE: DATE: TITLE: INSPECTION CHECKLIST CONT'D, ENERGY CERTIFICATE SHEET NO.: EN - 1 02mOO 7 SITE INFORMATION ADDRESS 305 NARROW RIVER ROAD, ORIENT, NY 11957 r GENERAL NOTES DISTRICT: 1000r:` 1 . THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY 8. CLEAN UP: THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR ABOVE FINISH FLOOR AFF ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, SHALL KEEP THE SITE FREE FROM ACCUMULATION OF MATERIAL AND ACCESS PANEL A.P. SECTION: 26 AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND DEBRIS. PREMISES SHALL BE LEFT BROOM CLEAN AT THE CLOSE OF ACOUSTICAL ACOUS. FIELD CONDITIONS TO THE ARCHITECT. EVERY WORK DAY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADJACENT ADJ. BLOCK: 03 2. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL REMOVAL OF ALL UNWANTED EQUIPMENT AND DEBRIS AT THE AIR CONDITIONING A/C COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL COMPLETION OF CONSTRUCTION. AT THE COMPLETION OF THE WORK, ALUMINUM AL. LOT: 11 AUTHORITIES. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL PERFORM APPROXIMATE APPROX. OWNERS: 3. ALL DIMENSIONS ARE FROM FINISHED WALLS AND PARTITIONS UNLESS THE FOLLOWING CLEANING: ARCHITECTURAL ARCH. BEN HANSEN OTHERWISE INDICATED. WALL SHOWN TO "ALIGN" SHALL BE FINISHED A. CLEAN FIXTURES, EQUIPMENT, FINISH HARDWARE, PAINTED BLOCKING BLK'G ZONING INFORMATION CHRISTINE HANSEN FLUSH AND SMOOTH WITH EXISTING WORK. AFTER HE FLOOR AND DECORATED SURFACES, AND REMOVE MARKS, STAINS, PAINT, CEILING CLG. 420 STATE STREET CHANNELS FOR THE PARTITION WALLS HAVE BEEN LAID THE ARCHITECT DIRT AND OTHER SOILING RESULTING FROM THE WORK OF THIS CEILING HEIGHT C.H. ZONING R-40 BROOKLYN, NY 11217 IS TO BE NOTIFIED SO THAT WORK MAY BE INSPECTED AND APPROVED CONTRACT. CENTER LINE CL. ARCHITECT OF RECORD: FOR CONFORMANCE WITH DESIGN BEFORE PROCEEDING WITH ADDITIONAL 9 CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING AND CERAMIC TILE C.T. LOT AREA 12,505 SF CONSTRUCTION. SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. CLOSET CLO. HANSEN ARCHITECTURE + DESIGN 4. ALL WORK TO BE COORDINATED BY CONSTRUCTION MANAGER/GENERAL 10. FIRE SAFETY: COLUMN COL. BR STATE STREET CONTRACTOR UNLESS OTHERWISE NOTED. ANY SUBSTITUTE IN A. ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA CONCRETE CONC. FLOOD ZONE AE OOKLYN, NY 11217 SPECIFICATIONS MUST BE SUBMITTED TO THE ARCHITECT FOR ARE TO BE SECURED IN A LOCKED AREA WITH ACCESS CONTROLLED CONSTRUCTION CONST. 917.202.9706 APPROVAL. SHOULD CONTRACTOR FIND ANY DISCREPANCY, OMISSIONS, BY THE OWNER AND/OR CONSTRUCTION MANAGER/GENERAL CONTINUOUS CONT. BASE FLOOD ELEVATION +6'-0" CHRISTINE@HANSEN-ARCHITECTURE.COM CONTRACTOR DETAIL D TL. 646.246.3938 . AMBIGUITIES OR CONFLICTS IN ANY OF THE CONSTRUCTION DRAWINGS, BEN@BRHARCHITECT.COM OR BE IN DOUBT AS TO THEIR MEANING, HE MUST BRING THE B. ALL MATERIAL TO BE STORED IN AN ORDERLY FASHION. DIMENSION DIM. QUESTION TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF C. ALL FLAMMABLE MATERIALS ARE TO BE KEPT TIGHTLY DOOR DR. MAXIMUM LOT COVERAGE 20% CONSTRUCTION. THE ARCHITECT SHALL REVIEW THE QUESTION AND SEALED IN THEIR ORIGINAL CONTAINERS. SUCH MATERIALS SHALL BE DOUBLE DBL. STRUCTURAL ENGINEER: KEPT AWAY FROM HEAT OR OPEN FLAMES. DOWN DN. PROPOSED LOT 49 RAGE ENGINEERING PC 2 WHERE INFORMATION SOUGHT IS NOT CLEARLY INDICATED OR SPECIFIED, COVERAGE 0 SF (19.9%) 560 BROADWAY, #501 WILL ISSUE A WRITTEN CLARIFYING ADDENDUM. NEITHER THE OWNER D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN DRAWING DWG. NEW YORK, NY 10012 NOR THE ARCHITECT WILL BE RESPONSIBLE FOR VERBAL INSTRUCTIONS. ADEQUATELY VENTILATED SPACE. EACH EA. 212.358.7778 E. ALL ELECTRICAL POWER IS TO BE SHUT OFF WHERE THERE ELECTRIC ELECTRICAL ELEC. LAND USE / CLASS VACANT / RESIDENTIAL VANCNT LAND MAIL@HAGEENGINEERING.COM 5. WRITTEN REQUESTS MUST BE SUBMITTED FOR ANY PROPOSED CHANGES / IN THE SCOPE OF WORK BY THE CONSTRUCTION MANAGER/GENERAL IS AN EXPOSED CONDUIT. ELEVATION EL. CONTRACTOR TO THE CLIENT AND ARCHITECT BEFORE ANY WORK IS F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA IS TO EMERGENCY EMER. SETBACK REQUIREMENTS FOR NON- CONFORMING LOTS LESS THAN 20,000 SF STARTED. SUCH REQUESTS SHALL INDICATE SCOPE OF WORK, COST, BE SHUT OFF AFTER WORKING HOURS. EQUAL EQ. AND POSSIBLE IMPACT TO THE PROJECT. G. CONSTRUCTION MANAGER/GENERAL CONTRACTOR AT ALL EQUIPMENT EQPT. FRONT (FEET) 35 6. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL BE TIMES SHALL MAKE SURE THERE IS NO LEAKAGE OF NATURAL GAS IN EXISTING EX'G RESPONSIBLE FOR HE PROTECTION OF ALL CONDITIONS AND MATERIALS BUILDING, OR ANY OTHER FLAMMABLE GAS USED IN CONSTRUCTION. EXTERIOR EXT. WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONSTRUCTION H. CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL NOT FINISH FIN. SIDE (FEET) 10 MANAGER/GENERAL CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY BURN ANY DEBRIS OR MAINTAIN ANY OPEN FLAMES ON THE SITE. FINISH FLOOR FIN. FL. FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION FIREPROOF FRPF. YARD BOTH SIDES (FEET) 25 OF THE WORK. SELF—CLOSING S.C. A. ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND FLOOR FL. REAR (FEET) 35 ALTERATION OPERATIONS ARE BE DONE IN ACCORDANCE WITH OWNER FLOOR DRAIN F.D. REQUIREMENTS AND ALL GOVERNING CODES. FLUORESCENT FLUOR. B. WHERE DEMOLITION IS INDICATED, REMOVE ALL OBJECTS LEGEND: FOOT/FEET FT. EXCEPT THOSE SPECIFICALLY DESIGNATED TO REMAIN. BY OTHERS/OWNER B.O. C. THE DRAWINGS MAY NOT SHOW ALL ITEMS OR OBJECTS WALL CONSTRUCTION (SEE PARTITION SCHEUDLE) GLASS GL. EXISTING AT THE SITE. THE CONSTRUCTION MANAGER/GENERAL GRILLE GIRL. CONTRACTOR MUST VERIFY AT THE SITE ALL OBJECTS TO BE NEW FLOOR CONSTRUCTION GROUND FAULT INTERRUPTER GFI PRESERVED AND REPORT TO THE ARCHITECT ANY DISCREPANCIES OR GYPSUM WALLBOARD GWB QUESTIONABLE ITEMS. EL + ,` HANDRAIL HNDRL. D. USE ALL MEANS NECESSARY TO PROTEC EXISTING OBJECTS SEA LEVEL ELEVATION TAG HARDBOARD HDBD. y DESIGNATED TO REMAIN, AND IN THE EVENT OF DAMAGE, HARDWOOD HDWD. IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO X ELEVATION MARKER HEATING, VENTILATION & A/C H.M. A X THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL EXPENSE TO HOLLOW METAL H.M. THE OWNER. [1075 VESTIBULE ROOM LABEL HORIZONTAL INCHES IN. E. PRIOR TO COMMENCEMENT, CAREFULLY INSPECT THE ENTIRE SITE AND ALL OBJECTS DESIGNATED TO BE REMOVED ND TO BE INSULATION INSUL. PRESERVED, AS WELL AS ALL EXISTING UTILITIES AND DETERMINE ALL DOOR / WINDOW TAG JUNCTION BOX J.B. REQUIREMENTS FOR DISCONNECTING, CAPPING OR PROTECTING ALL LAMINATE LAM. SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE sD HARD WIRED COMBINATION CO / SMOKE DETECTOR LOW VOLTAGE L.V. UTILITY COMPANY, BUILDING MANAGEMENT OR AGENCY INVOLVED. MATERIAL MAT'L SEAL: F. THE CONSTRUCTION MANAGER GENERAL CONTRACTOR SHALL ® MAXIMUM MAX. / EXHAUST FAN, 110 CFM UON MECHANICAL MECH. `�Vi gkc'Si REMOVE, REROUTE AND/OR CAP OFF ALL UNUSED UTILITIES AFTER ��- ���A CHECKING WITH THE ARCHITECT. THESE ITEMS SHALL BE CAPPED METAL MTL. �.; OFF WITHIN EXISTING WALLS OR SLABS. T 7—DAY PROGRAMMABLE THERMOSTAT -A MINIMUM MIN. G. USE ALL MEANS NECESSARY TO PREVENT DUST DURING THE MISCELLANEOUS MISC. PERFOMANCE OF THIS WORK AND PREVENT DUST FROM BEING A MOLDING MLDG NUISANCE TO THE NEIGHBORS, WORKPEOPLE AND CONCURRENT MOUNTED MTD. y 0�412B MULLION MUL. National Flood Hazard Layer FIRMette Z,- FEMA Legend TFpFN�v�ti PERFORMANCE OF THE WORK. NOMINAL NOM. H. REMOVE ALL DEBRIS FROM THE SITE AND LEAVE THE SITE n''8''V141`B''" SEE rfS REPORT Fa• _. R DETAILED LEGEND AND INDEX MAP MR FIRM PANEL LAYOUT A. AND SURROUNDING AREAS IN A NEAT AND ORDERLY CONDITION. NOT APPLICABLE N. Without Base Flood Elevationi( m � Zone A.V,A 99 7. PARTITIONS NOT I N CONTRACT N.I.C. r x With BFE or Depth Zo a AE A0.AH,VE,AR DATE: ISSUE: REV: A. ALL PARTITIONS CORNERS AT DRYWALL OR STUCCO NUMBER N0. R.Y SPECIAL FLOOD HAZARD AREAS Regulatory oodway Re ulato Fl ON CENTER O.C. g BAN i 2022 DOB SUBMISSION PARTITIONS SHALL HAVE METAL CORNER BEADS. TAPE AND SPACKLE ' 0.2%Annual Chance Flood Hazard,Areas OPENING 0 P N'G ", 'w` of 1%annual chance flood wrath average SMOOTH WHERE REQUIRED. THREE COAT SPACKLE FINISH MINIMUM. R, '`` OPPOSITE OPP. '" ` ' " ' depth less than one nest aw im drainage ^'AREA OF M 11-4IMAL FLOOD:HAZARD \ areas of less than one square mile zone x Future Condition)%Annual PAINTED PTD. zry/ x a . \, Chance Flood Hazard Zone x PERFORATED P E R F. �° x zc n e A E k\ ' Area with Reduced Flood Risk due to ,, ,.w.•" ` '� P .�' g".'� ; Y` at t� + t(EL'-7�Feet) OTHER AREAS OF Levee.See Notes.zone x PLASTIC LAMINATE P.LAM m n , ,.. `� FLOOD HAZARD Area with Flood Risk due to Levee zone o QUANTITY QTY. \ ` RECESSED REC. 305 NARROW ' ¢' �{ .BF: .AFE'�,` noScnEEr Area of Minimal FloodHazarey zone THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL RIVER ROAD "^ ,. ; ,` x 1 11 1',1� r 0 Effective LOMRs SERVICE AND SHALL HANSEN ARCHITECTURE DEIN THE PROPERTY SIGN, PLLC WHETHER THE REQUIRED REQ. " OTHER AREAS Area Df Undetermined Flood Hazard zone o PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED RETURN AIR R.A, \ -- OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS r� `> N, .y, - .. ,� ^� �, `'\ GENERAL - - Channel,Culvert.w Storm Sewer r, t" \, STRUCTURES r t r t I t t Levee,Dike,or Flaodwall MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE REVISE/REVISION REV. ' ''"' y \ DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR °� .�: > REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR ROOF DRAIN R.D. r" f s e 2O2 Cross Sections with 1%Annual Chance ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF : \ �T•s Water Surface Elevation THIS PROJECT BY OTHERS WITHOUT WRITTEN ROUGH OPENING R.O. �. -J P � . � ''4. \' . SCHEDULE SCHED. T61vii of soutliold, � e- - - CoasWiTrarlsed CONSENT. ®COPYRIGHT w \ --m---Base Flood Elevation Line(BFE) 1360813 \ ,.� \ Limit of Study SCALE: SECTION SECT. `\ 4' \ SHEET SH T. �' \ ` k � __—__ Jurisdiction Boundary DATE: ` %crPAE# — CoastalTransectBaseline �.,,� r � (EL�6 Feet) FEATURES OTHER - Profile Baseline SIMILAR Sim. . \ Hydrographic Feature SQUARE FOOT SQ.FT. ;� STAIN , `, Digital Data Available N TITLE: LESS STEEL S.STL , \� \ \ \ \ \ , \ No Digital Data Available STANDARD STD. zo,e�IdE14 \ .,.�� '\�. ``, . \�` \.\ ;`\ --1 ` EL'9 Feet \, \ MAP PANELS Unmapped ' STEEL STL. n,. ,; � � �\ .. ��;``� �`°� \,� � \ `\ ® GENERAL NOTES STORAGE STOR. �� \ \ \ \ The i s displayed h the map ls an approximate AND SYMBOLS �• point selected M the user and does rat represent TELEPHONE TEL. \s�' '�`�, � ''�, `\, an authoritative property location. THICK TH. `\ , \,\1 This map complies with FEMA's standards for the use of TO BE (DETERMINED T.B.D. digital flood ma The basemap shown complies with FEMA's basemap TYPICAL TYP. accuracy standards UNLESS OTHERWISE NOTED U.O.N. \,,,` \\\,`�\ The flood hazard information is derived directly from the SHEET NO.: VERIFY I N FIELD V.I.F. \�,*\,`'�\, ,`�\ authoritative NFHL web services provided by FEMA.This map .\ \ .. \� was exported on 2/21/2021 at 8:04 AM and does not VINYL TILE V,T, \ reflect changes or amendments subsequent to this date and y\, time.The NFHL and effective information may change or y WITH W/ Thane superseded by new data over time. A � � ■ \ is map image ls void if the one a more of the following map WITHOUT W/0 elements do not appear basemap imagery,flood zone labels, legend,scale bar,map creation date,community identifiers, WOOD WD. Feet 72°17'23"W 41°T40"N FIRM panel number,and FIRM effective date.Map images for 1:6,000 unmapped and un nodemized areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes. Basemap:USGS National Map:Orthoimagery.•Data refreshed October,2020 I 1 BUILDING DEPARTMENT NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS FO THE RESIDENTIAL CODE OF NEW YORK STATE (2002 ED.), THE CODE OF THE TOWN OF SOUTHOLD, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND ALL OTHER AGENCIES HAVING JURISDICTION. WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SEISMIC WINTER DESIGN ICE BARRIER FLOOD AIR MEAN 2. BEFORE COMMENCING WORK, THE CONSTRUCTION MANAGER/GENERAL SNOW LOADDESIGN UNDERLAYMENT SPEED TOPOGRAPHIC SPECIAL WIND WINDBORN DEBRIS FROST DEPTH TEMP HAZARDS FREEZING ANNUAL CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS AND (MPH) EFFECTS REGION ZONE CATEGORY WEATHERING LINE TERMITE REQUIRED INDEX TEMP SHALL PREPARE AND FILE ALL NECESSARY FORMS AND BE RESPONSIBLE FOR REQUIRED APPROVALS BY THE DEPARTMENT OF OWNERS: BUILDINGS AND ALL OTHER AGENCIES HAVING JURISDICTION. THE 20 128 NO NO NO B SEVERE 3 FEET MODERATE TO II°F YES AE/VE 510 52.2°F BEN HANSEN HEAVY CHRISTINE HANSEN OWNER SHALL FILE AND OBTAIN APPROVAL OF THE PLANS AND 420 STATE STREET SPECIFICATIONS. ROOKLYN, NY 11217 R301.2.1 .4 EXPOSURE CATEGORY, THE SITE IS LOCATED IN CATEGORY D ARCHITECT OF RECORD: 3. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES WHO SHALL ARRANGE FOR AND OBTAIN HANSEN ARCHITECTURE + DESIGN INSPECTIONS AND REQUIRED SIGNOFFS. 0 STATE STREET BROOKLYN, NY 11217 4. ALL CONSTRUCTION, INCLUDING BUT NOT LIMITED TO: DOORS, LIGHT AND VENTILATION 917.202.9706 MASONRY, CONCRETE, STEEL, WOOD, GLASS, HUNG CEILINGS, ETC. CHRISTINE@HANSEN-ARCH ITECTURE.COM SHALL COMPLY WITH ALL RELEVANT ASPECTS OF THE RESIDENTIAL 646.246.3938 CODE OF NEW YORK STATE (2002 ED.) LIGHT VENTILATION BEN@BRHARCHITECT.COM HABITABLE ROOM AREA OF ROOM AREA OF GLAZING % OF GLAZING TO AREA OF ROOM AREA OF NATURAL VENTILATION % OF VENTILATION TO AREA OF ROOM 5. SHAFTWALLS, MECHANICAL SPACES AND ANY OTHER REQUIRED FIRE STRUCTURAL ENGINEER: SEPARATIONS ARE TO BE FIRE RATED IN ACCORDANCE WITH THE PROPOSED REQUIRED BY CODE PROPOSED REQUIRED BY CODE HAGE ENGINEERING PC 560 BROADWAY, #501 RESIDENTIAL CODE OF NEW YORK STATE (2002 ED.) NEW YORK, NY 10012 0 0 GUEST BEDROOM I 154 SQ FT 64 SQ FT 41% 8% 22 SQ FT 14% 4% 212.358.7778 -i MAIL@HAGEENGINEERING.COM 6. USE AND OCCUPANCY CLASSIFICATION: R-3 ''- HOME OFFICE 105 SQ FT 24 SQ FT 23% 8% 12 SQ FT 12% 4% U) 7. HEIGHT AND FIRE AREA: 3 STORIES UNLIMITED af GUEST BEDROOM 2 143 SQ FT 48 SQ FT 33% 8% 24 SQ FT 17% 4% 8. TYPE OF CONSTRUCTION: WOOD FRAME o Of LIVING/DINING/KITCHEN 718 SQ FT 358 SQ FT 49% 8% 132 SQ FT 18% 4% z 9. DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH RESIDENTIAL CODE OF w O MASTER BEDROOM 154 SQ FT 64 SQ FT 41% 8% 22 SQ FT 14% 4% NEW YORK STATE (2002 ED.), THE AMERICAN FOREST AND PAPER MEDIA ROOM 143 SQ FT 44 SQ FT 33% 8% 24 SQ FT 17% 4% ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS (WFCM) 2001 EDITION, ASTM E1996-06 (STANDARD SPECIFICATION FOR PERFORMANCE OF EXTEIOR WINDOWS AND DOORS), & ASTM E1886-05 (STANDARD MISSILE TEST FOR EXTERIOR WINDOWS & DOORS). DOOR SCHEDULE DOOR TAG TYPE ROOM MANUFACTURER SPECIFICATION FRAME SIZE WIDTH HEIGHT GLAZING / MATERIAL U-FACTOR SHGC VT Al RATING D000 PAIRED SWING STAIR 001 KOLBE WINDOWS & DOORS ULTRA RECTANGLE EXERIOR SWINGING DOOR (UXD6080) 6'-0" 7'-6" GLASS / CLAD WOOD .34 .22 .40 10.20 D100 PAIRED SWING VESTIBULE 105 MODERN ARCHITECTURAL DOORS #5390 6'-0" 8'-0" MAHOGANY .29 0.20 D200 DOUBLE SLIDING 208 DINING ROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE SLIDING DOOR (GAU12180M) 10'-0"" 9'-0" GLASS / CLAD WOOD .3 .28 .52 0.20 D201 TRIPLE SLIDING 209 LIVING ROOM KOLBE WINDOWS & DOORS 15'-01, 9'-01, GLASS / CLAD WOOD .3 .28 .52 0.20 WINDOW SCHEDULE SEAL_ FRAME SIZE WINDOW TAG TYPE ROOM MANUFACTURER SPECIFICATION GLAZING U-FACTOR SHGC VT Al RATING WIDTH HEIGHT W100 CASEMENT OVER FIXED 100 GUEST BEDROOM I KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 10.20iiz I%� i `*i it ' ' ••I f �! W101 CASEMENT OVER FIXED 100 GUEST BEDROOM I KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-On 81-0n TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 10.20 W102 NOT USED r 0 0 W103 CASEMENT OVER FIXED HALL KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 81-0n TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 ULTRA RECTANGLE AWNING (UAW) + ULTRA RECTANGLE DATE: ISSUE: REV: U" W104 FIXED OVER HOPPER 103 MEDIA ROOM KOLBE WINDOWS & DOORS 5'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 10.20 CS/AW PICTURE UTR JAN 1 2022 DOB SUBMISSION Of LL- W105 CASEMENT OVER FIXED 103 MEDIA ROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 10.20 APR 0 1 2o22 W106 CASEMENT OVER FIXED 102 HOME OFFICE KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 BUILDii�G DEBT W107 CASEMENT OVER FIXED 101 BATHROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3 -0 8 -0 TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 10.20 W200 CASEMENT OVER FIXED 200 GUEST BEDROOM 2 KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 10.20 THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE W201 CASEMENT OVER FIXED 200 GUEST BEDROOM 2 KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 10.20 PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MBY HANSEN ARCHITECTURE W202 FIXED 205 STAIR KOLBE WINDOWS & DOORS ULTRA RECTANGLE CS/AW TRANSOM (UTR) 6'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 0.20 DESIGN,PLLLCC.EXCEPT THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR W203 FIXED 207 KITCHEN KOLBE WINDOWS & DOORS ULTRA RECTANGLE CS/AW TRANSOM (UTR) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 10.20 ADDITIONS ROJECOT a IOTHHE PROJECT I HOUT WRI OR FOR TTEN OF CONSENT. ®COPYRIGHT W204 FIXED 208 DINING ROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CS/AW TRANSOM (UTR) 2'-0" 9'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 10.20 SCALE: DATE: o W205 CASEMENTS (4 MULLED TOGETHER) 209 LIVING ROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (KUE45) 15'-6" 6'-6" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 0 u- W206 FIXED 209 LIVING ROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CS/AW TRANSOM (UTR) 7'-6" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 0.20 0 0 W207 FIXED 206 HALL KOLBE WINDOWS & DOORS ULTRA RECTANGLE CS/AW TRANSOM (UTR) 6'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 0.20 W BUILDING U) W208 CASEMENT OVER FIXED 204 MASTER BEDROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 DEPARMENT NOTES, W209 FIXED OVER HOPPER 204 MASTER BEDROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE AWNING (UAW) + ULTRA RECTANGLE 5 -0 8 -0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 CS/AW PICTURE (UTR) SCHEDULES W210 CASEMENT OVER FIXED 204 MASTER BEDROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 SHEET NO.: W211 CASEMENT OVER FIXED 203 BATHROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 1. ALL OPERABLE WINDOWS SHALL BE W212 CASEMENT OVER FIXED 201 BATHROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 A- 002000 PROVIDED WITH A WINDOW OPENING 11- W300 OPERABLE SKLYLIGHT 206 HALL VELUX VCE3434 34" 34" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .27 .24 0.3 0.20 CONTROL DEVICE AND COMPLY WITH 0 ASTM F2090. Of W301 OPERABLE SKLYLIGHT 206 HALL VELUX VCE3434 34" 34" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .27 .24 0.3 0.20 1 I DOOR SCHEDULE TAG LOCATION FUNCTION MATERIAL FINISH SIZE THICKNESS NOTES HARDWARESET 01 GUEST BEDROOM 1 & 2 SWING SOLID CORE WOOD PAINT 36" X 96" 1 4" 1 02 POWDER ROOM 202 SWING SOLID CORE WOOD PAINT 34" X 96" 1 4" 1 OWNERS: BEN HANSEN 03 BATHROOM 101, CLOSETS SWING SOLID CORE WOOD PAINT 32" X 96" 1 4" HARDWARE SET 1 AT BEDROOM SEE NOTES CHRISTINE HANSEN HARDWARE SET 2 AT CLOSET 420 STATE STREET BROOKLYN, NY 11217 04 TOILET ROOM AT M. BATH 203 SWING SOLID CORE WOOD PAINT 30" X 96" 1 4" 1 ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN 420 STATE STREET 05 CLOSET AT BATHROOM 101 SWING SOLID CORE WOOD PAINT 28" X 108" 1 4" 3 BROOKLYN, NY 11217 917.202.9706 06 CLOSETS AT HOME OFFICE 102 SWING SOLID CORE WOOD PAINT 24" X 96" 1 3 646.2INE 3HANSEN-ARCHITECTURE.COM 46.246.3938 BEN@BRHARCH ITECT.COM 07 MASTER BEDROOM 204 POCKET SOLID CORE WOOD PAINT 48" X 96" 1 4" 4 STRUCTURAL ENGINEER: HAGE ENGINEERING PC 560 BROADWAY, *501 08 BATHROOM 201 & 203 POCKET / SOLID CORE WOOD PAINT 36" X 96" 1 4" 4 NEW YORK, NY 10012 SLIGIND 212.358.7778 MAIL@HAGEENG INEERING.COM 08 CLOSET AT WASHER/DRYER SWING LOUVERED WOOD PAINT 32" X 96" 1 4" 2 HARDWARE SCHEDULE SET TYPE MANUFACTURER SPECIFICATION MATERIAL / FINISH REMARKS 1 BUTT HINGE STANLEY FBB179 - 4.5" X 4.5" US32D 4 PER DOOR LATCHSET OMNIA #12 PR US32D 2 4" BACKSET FLOOR BUMPER DELTANA UFBP5000U26D BRUSHED CHROME 2 BUTT HINGE STANLEY FBB179 - 4.5" X 4.5" US32D 4 PER DOOR LATCHSET OMNIA #12 PA US32D 2 4" BACKSET FLOOR BUMPER DELTANA UFBP5000U26D BRUSHED CHROME 3 PIVOT HINGE RIXSON PULL CLASSIC BRASS CLB-337851 BLACK 4 TRACK HARDWARE SET JOHNSON SOFT CLOSE 1500SC SERIES N/A POCKET DOOR FRAME KIT 153080SC LATCHSET DELTANA SDLA325U26D BRUSHED CHROME SEAL: 3'-0" 2'-10' 2'-8' 2'-6' 2'-0' 4'-0' 3'-0* 74 DATE: ISSUE: REV: o / o / � / o o :o N N / N / N O� \ O N o / o o o 0 o o JAN 1 2022 DOB SUBMISSION co co co ao \ \ / °O �\ "o °O °° `o \ 24 :0 24' 2,3,' 0 24• \ / \N \ \ \ \ � N Q N Q N O N _Oi O M \ M \ !7 \ M \ M THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS 01 OZ 03 04 05 06 07 08 09 MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: DATE: TITLE: INTERIOR DOOR SCHEDULE SHEET NO.: A- 00100 I I 00 , 00 1 V ='ON BINS 0VM1 �100NVH NV_1d 111 S I1VM 3H1 30 30IS OVON 3Hl ■0 .I — n8/I =91111 TIVM NVONO_1Vl HO 13H VNI >IIVM3aIS ONIlSIX3 ON NV-Id 'Ails ,-b 033OX3 OI ION 11VHS N 1IVM ONINIVI3N 30 d01 :91V4 `_nVM ONINIV13N :31vOS 1H91?JAd00® '1N3SNOO _ N911R1M inOH11M SN3H10 A8 lO3r OW SIHI M„0 L,9 L.LSN ,8Z L 30 NO1191dW00 80A 80 IO3f'ONd SIHI 01 SNO11100V 2103'S1O3f 021d 83H10 NO 3NOANV A9 033MO8d38 NO 03M 38 ION TIVHS DNIMV80 SIHI "OTId'N91S30 9M13311H3M N3SNVH A8 1d33X9 30VW 38 AVW SNO119130 80 SNO11V2i311V'S39NVH3 ON "ION 80 031f103X3 SI 03?JVd3W SVM 11 HOIHM 803 I03f'Oad 3H1 N3H13HM'011d'N91S30 3M1:)311H3NV N3SNVH 30 ua 2i 11V 3d0ad 3H1 NIVW3HS 0NV 3OIA213S S3HSf18 1f10 821f10 M3N -IMOISS3308d 30 1N3W HISNI NV SI 9NIMVHG SIHI 13SaNflO2�O 9NI1SiX3 ( „0 .5L 1 3N11 Jl1N3dO8d 30 ,OC NIHIIM „02 = 11VM 30 d01 'IIVM Z o ONINIVI38 313210N00 M3N CA o , W31SAS 011d3S M3N ,,1 � � '0 9+ o � 1� I NIVNa HON3NJ 1 3N11 A183dONd o -1 0 1' o cn o 1 1 .kVM3AINa 13AVNO NOISSIW8ns 80a ZZOZ L NVf 1 co :Md :9inssl :31V4 D -1 I / se )/oval Ito `it I 1 1 40-gyp i L �'. ; �I m'j =lV3S X I C z `i I / °', N3d0 Lo cn I \ 3S -V lc CA C N I SOON NddNO CD Gi o I M0138 NO11VOO1 113M M3N n, >1030 T �o Ol �lJ I I I 1 N3d0 I `p'g+ SIHOII NS o , D N0V81 S 6 3aIS 3S OSv' � d00N ON Cb Z 1 1 a 0' Avadv NVIOS L -1 o 3N11 kIN3dONd I 1N3A F -1 `p'L+ / aNV iona 1Sf1VHX3 131101 1IVM L 3Hl 30 3aIS (]VON3Hl NO 11VM 3Hl JO INVd 4911 �8Z ANV 9NO1V IHO13H NI ,-V a330X3 Ol ION 11VHS .p'g+ / 11VM ONINIVIM 30 d01 AVa21V 21V10S `I1VM ONINIVl32i � � .p-�+ 40 `C , k�g,lS SONIINVId / 4p `g� NVa30 a3M 011NV11V M3N WOO*ONIN33NI ON339VH@11dW BLLL'8S�'ZI Z ` � 31001 AN `NHOA M3N IOS# 'AVM(IVOH8 099 Od 9NRI99N19N3 39VH ' :819NION31vanionHiS W03'10311 H3HV HH8@N38 8962'97Z'9'79 WO3"38fi1O311HONV-N3SNVH@n 3NIISINHO 90L6'Z0Z'LI6 LIZI1 AN 'NA-lNOO B 19381S DIMS OZ7 / N91S3a + gdnlO311HOMV N3SNVH �k00 8Z p�S :(1 80O3a 30 13911HONV L1311 AN 'NAINOON8 133MIS 3MS 037 N3SNVH DMISINHO N3SNVH N38 :SNANMO AS 80Z`Z -1`d101 AS L66 is LLL`Z -1d101 AS '7'7'7 NOD(] AS L'7Z AS Z99`1 NOMA GNZ AS `71S� 9NI1NV-ld AS 09L dS 966 NOMA lSl AS 09'7'1 d00N -- AS '76 800_1d GNno?jo AJ'd100d Davos VAHV A0`d100d �mnoS NOINaX3 AOdl00d _:idvnDS N01N�J1N1 NOMA Aavwwns A9Vd] 10O 10-1 Advww 1S vaiv NOO-id I fi.... � . ...., r z OWNERS: BEN HANSEN CHRISTINE HANSEN Q 20p 420 STATE STREET / BROOKLYN, NY 11217 WOOD PILE, TYP. SEE \ ARCHITECT OF RECORD: STRUCT. DWGS HANSEN ARCHITECTURE + DESIGN / \ 39-9h 420 STATE STREET '\ BROOKLYN, NY 11217 917.202.9706 to CHRISTINE@HANSEN-ARCHITECTURE.COM I I l 646.246.3938 BEN@BRHARCHITECT.COM o \ \ STRUCTURAL ENGINEER: N ,� \ 0�� STAIR D000 \ HAGE ENGINEERING PC 560 BROADWAY, #501 \ NEW YORK, NY 10012 t 212.358.7778 MAIL@HAGEENGINEERING.COM II 1 UP ' \ II 2 / a tir) 2 � A-200 / / O 01 A ` I / -0_ —© SEAL: r/ ErD ARC {A h f _ 27'-32" i y2 °3�2st �O r FOF N�� 1� lJ f DATE: ISSUE: REV: RAMP JAN 1 2022 DOB SUBMISSION UP 16'-82 7'-32" 29'-3" 10 53'-32" THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE A-2OI DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: DATE: TITLE: GROUND FLOOR PLAN GRAVEL DRIVEWAY SHEET NO.: N A- 1 1 ■ / GROUND FLOOR PLAN 1/4" = I'—O n I i OWNERS: A 20t7 EMERGENCY ESCAPE WINDOW BEN HANSEN PER R310 CHRISTINE HANSEN 420 STATE STREET W100 14, ti BROOKLYN, NY 11217 A 39. 9P ARCHITECT OF RECORD: 6 ED � HANSEN ARCHITECTURE + DESIGN 6' 420 STATE STREET WALL MOUNTED HEAT BROOKLYN, NY 11217 o PUMPS o 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 9 Ory BEN@B HARCHITECT.COM 11001 GUEST BED 1 A ,r� o� ,\ WOOD FLOORING If STRUCTURAL ENGINEER: / HAGE ENGINEERING PC DRYER EXHAUST DUCT WITH `/° \ \ } 36" HIGH RAILING 560 BROADWAY, #501 BACKDRAFT DAMPER 03 NEW YORK, NY 10012 C ^� \' � -�, 212.358.7778 DUCTED THROUGH WALL ./ D` SD ry 104 STAIR \' 7 \ \ MAIL@HAGEENGINEERING.COM CL. O H WH DECK ABOVE DOMESTIC ELECTRIC WATER WAD 09 HEATER GiDGI I SID 110 CFM TOILET EXHAUST A FAN DUCTED TO ROOF WC 05 I TV 03 � -up ' DN ROOF LEADER ; 0 SINK / 105 FOYER F ISH R F D /CL. 03 TILE r co �N 101 BATHROOM I I ' TILE _ 4 EMERGENCY ESCAPE WINDOW CL. PER R310 co � 2 CL 106 DECK I I a-zoo 06O � N W106 WOOD DECKING I o r A I I / A G D100 `r W103 • I 11021 HOME OFFICE I WOOD FLOORING co I C I 36" HIGH RAILING 1 I A I 0 6 .,/ [1031 MEDIA L — — — — J i`j{ ►'�.. i' r� ����� '�: -';�+ *r , WOOD FLOORING y 1 RAMP SLOPE = 1:14 �'GI, Ihlr� . EMERGENCY ESCAPE WINDOW PER R310 rn DATE: ISSUE: REV: W104 / JAN 1 2022 DOB SUBMISSION A 15'-22" W105 36'-4 41 53'-31" OIL THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR A-201 ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: DATE: TITLE: IST FLOOR PLAN N IST FLOOR PLAN 1/4" = 1'-0" SHEET NO.: A- 1 02moo I EMERGENCY ESCAPE WINDOW OWNERS: PER R310 BEN HANSEN CHRISTINE HANSEN 420 STATE STREET ?0�00 BROOKLYN, NY 11217 W2 14�4" B ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN 420 STATE STREET BROOKLYN, NY 11217 0 B ® 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM OB lg` ry 646.246.3938 W202 ,O W203 3 BEN@BRHARCHITECT.COM 12001 GUEST BED 2 e WOOD FLOORING � ,� STRUCTURAL ENGINEER: G HAGE/ 560 BR ADWAY,ENGINEERING PC C 201 BATHROOM ,, c 205 STAIR ;.; G lQ',�„ NEW YORK, NY 10012 TILE 212.358.7778 q� REF MAIL@HAGEENGINEERING.COM N 06 SD 207 KITCHEN ' WOOD FLOORING r W204 , CL./ CL/ 01 08 H 110 CFM TOILET EXHAUST W212 O r r SINK D200 FAN SINK \ OD I K WC ® I ° I 202 POWDER ROOM ° °0 ATHTue sD / �DN- 12081 DINING ROOM TILE C WOOD FLOORING 2 a ° ° 0 / ELEC. COOKTOP W/ OVEN o BELOW, 400 CFM FAN ; qzp� w e We 206 HALL VENTED TO ROOF j I SINK le / WOOD FLOORING / O ° ° O / r 210 TERRACE ° ° / 7—DAY PROGRAMMABLE WOOD DECKING I co o 07 THERMOSTAT ! I 1 SINK SINK G 0 BELOW / I04 co GED 36" HIGH RAILING ; I Sp co UL—LISTED FACTORY—BUILT 12031BATHROOM B WOOD BURNING FIREPLACE I B 08 W207 WITH COMBUSTION AIR I 2 TILE O INSTALLED PER A-200 O04 VV208 ' MANUFACTURER'S D201 I O INSTRUCTIONS: H OW206 HEARTH EXTENSION I INSTALLED PER 209 LIVING ROOM HOWER MANUFACTURER'S WOOD FLOORING I 36" RAILING WC SPECIFICATIONS i '. SEAL: - - 4• i I t �` ; .:f. tw• ram, I _I I + l �.'; ,r=` O �Q" A ?' i I O tj 1 IA t'S'. 12041 M BEDROOM ------ t �� 9'-11 i„ 15'-31" WOOD FLOORING WOOD DECKING EMERGENCY ESCAPE WINDOW W209 PER R310 DATE: ISSUE: REV: JAN 1 2022 DOB SUBMISSION B 14'-11 W210 64'-72" THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED A-201 OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: DATE: TITLE: 2ND FLOOR PLAN 2ND FLOOR PLAN 1/4„ _ ''_0„ SHEET NO.: A- 1 03w00 I I OWNERS: BEN HANSEN CHRISTINE HANSEN q 2p 420 STATE STREET 16; BROOKLYN, NY 11217 ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN 6-3ft 5 6 7„ 420 STATE STREET 2 BROOKLYN, NY 11217 917.202.9706 CHRISTINE@HANSEN—ARCHITECTURE.COM 646.246.3938 BEN@BRHARCH ITECT.COM r 2g;>>� W STRUCTURAL ENGINEER: HAGE ENGINEERING PC 560 BROADWAY, #501 NEW YORK, NY 10012 SOLAR THERMAL ENERGY 212.358.7778 SYSTEM TO BE FILED SEPARATELY. MAIL@HAGEENGINEERING.COM y W Y lY y W W W TOILET EXHAUST WITH KITCHEN VENT GOOSENECK AND GRAVITY ELBOW DOWN AND 4, DAMPER GRAVITY DAMPER W TOP OF 3"0 PLUMBING TOP OF 3"0 PLUMBING---�-o 588 SF GREEN ROOF VENT = 3'—O" ABOVE VENT = 3'-0" ABOVE COLUMBIA GREEN ROOF LEVEL ROOF LEVEL TECHNOLOGIES 2'x2' 0 W PLANTED—IN—PLACE TRAYS SOLAR THERMAL ENERGY RD W SYSTEM TO BE FILED EPDM ROOFING SLOPED TO ? SEPARATELY 0 ROOF DRAIN, TYP. q?0� RD W co W STEEL BEAM, SEE STRUCT. (IV 13001 ROOF DECK W OPEN TO BELOW DWGS. � W W W300 �" W301 W W 00 I W CV OPEN TO BELOW A-200 Y Y W J y y W W W W W 4 Y W W W W W W W W W W .t' W W W W W W W W 1,3031 GREEN ROOF -Y W W Y W W W W W y W W W W Y W W W 4 W W W SEAL W W W W W W W W W W W W W W W W W W W W W W .41 1 OPEN TO BELOW Y Y .4 W Y W W Y •Y Y .4 W W y y W Y t" '�t,'c:'•• ;.•«�• y1S' 1 , IV IV UL—LISTED FACTORY BUILT CHIMNEY, INSTALLED PERK "�' ;', •�:"' MANUFACTURER'S INSTRUCTIONS INSULATION SHIELD DATE: ISSUE: REV: PROVIDED BETWEEN CHIMNEY AND INSULATION JAN 1 2022 DOB SUBMISSION 161-82" 9'-32" 38'-7A" op 64'-7" ol THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED A-201 OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: DATE: TITLE: ROOF PLAN N ROOF PLAN SHEET NO.: 1/4" = 1'-0" - 104mOO I I F,. OWNERS: BEN HANSEN CHRISTINE HANSEN 420 STATE STREET BROOKLYN, NY 11217 ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN 420`\\ / STATE EET BROOKLYN, NYR 1217 CONTROLLEDTIMER, BY DAYLIGHT 104 STAIR 917.202.9706 f 101 BEDROOM CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 1 y BEN@BRHARCHITECT.COM � / F STRUCTURAL ENGINEER: 100 1 GUEST BED 21 HAGE 560 BROADWA ENGINEERING#501C 9'-0' A.F.F. NEW YORK, NY 10012 3-WAY SWITCH TO CL 212.358.7778 10011 STAIR I UPSTAIRS MAIL@HAGEENGINEERING.COM CL. SD / � C f 101 BATHROOM A CEDAR PLANK AT / -40-9'-0' A.F.F. A UNDERSIDE / 110 CFM TOILET EXHAUST A / FAN DUCTED TO ROOF �v \ N GROUND FLOOR PLAN A ° A DOWNSTATCH TO 1/4" = 1'-0" CL. ` � A 3-WAY S SWITCH TO UPSTAIRS A Q 11051 FOYER A -$19'-0" A.F.F. OPEN TO BOW sp h © 1061 DECK -5 A.F.F. A F F CONTROLLED BY DAYLIGHT EXPOSED WOOD JOISTS AND TIMER STEEL BEAMS, SEE STRUCT. 11021 OFFICE DWGS. *9'-0' A.F.F. CEMENT BOARD PANELS A � TSEAL: SD / OD CEDAR PLANK ENK AT F F 11031 GUEST BED �9'-0' A.F.F. 0 DATE: ISSUE: REV: JAN 1 2022 DOB SUBMISSION TYPE D CONTROLLED BY DAYLIGHT TIMER, TYP. N 2 IST FLOOR PLAN 41/ " _ I._0" THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: DATE: TITLE: IST FLOOR REFLECTED CEILING PLAN SHEET NO.: A- 1 05w00 s = 12041 STAIR `" s° `< P Y 200 MEDIA ROOM *9'-10' A.F.F. F OWNERS: / BEN HANSEN Q CHRISTINE HANSEN A _ _ 420 STATE STREET /7BROOKLYN, NY 11217 ACCESS PANEL L SD / ,'! / / / I CEDAR PLANK AT ARCHITECT OF RECORD: S VAC UNIT _ UNDERSIDE L 206 KITCHEN I `` � HANSEN ARCHITECTURE + DESIGN S I 420 STATE STREET 12011 BATHROOM J -,$-10'-9- A.F.F. I i BROOKLYN, NY 11217 -1$-8'-2' A.F.F. /A 917.202.9706 I I CHRISTINE@HANSEN-ARCHITECTURE.COM ® , 206 DINING ROOM 646.246.3938 F 110 CFM TOILET EXHAUST E SD � / J - I �10'-9' A.F.F. BEN@BRHARCHITECT.COM FAN o ( J I / \ / STRUCTURAL ENGINEER: 202 POWDER ROOM1 O J / I RAGE ENGINEERING PC / OPEN ABOVE I CEDAR PLANK AT 560 BROADWAY, #501 UNDERSIDE NEW YORK, NY 10012 -#�-8'-2' A.F.F. K / i 212.358.7778 STEEL BEAM, SEE STRUCT. MAIL@HAGEENGINEERING.COM DWGS. F J / OPEN T , 203 BATHROOM 8'-2' A.F.F. A SD / I 110 CFM TOILET EXHAUST A / FAN 1 A 205 12071 LIVING ROOM OPEN ABOVE I HALL j 1 $10'-9• A.F.F. / / ! *9'-0* A.F.F. A f / HVAC UNIT A , qj ; rLl OPEN ABOVE f CEMENT BOARD PANELS i F STEEL BEAM, SEE STRUCT. DWGS. 203 M BEDROOM A.F.F. ' r SEAL: N 2ND FLOOR PLAN I 1/4" = 1'— " 0 2018 INTERNATIONAL ENERGY CONSERVATION CODE LIGHTING SCHEDULE SECTION ECC C402 BUILDING ENVELOPE REQUIREMENTS DATE: ISSUE: REV: TOTAL EFFICACY HIGH EFFICACY JAN 1 2022 DOB SUBMISSION C402.5.8 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE TAG QTY TYPE LOCATION MANUFACTURER SPECIFICATION FINISH LAMPING / WATTAGE WATTAGE (LUMENS PER WATT) Y/N REMARKS SHALL BE: IC-RATED LABELED AS NOT HAVING AN AIR LEAKAGE RATE OF NOT MORE THAN 2.0 CFM ® 19 RECESSED THROUGHOUT LITHONIA WF 8 LED 30K MW M6 WHITE LED / 13W 247 1,050LM / 13W = Y CONTROLLED BY LIGHT SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING A 78LM/W SWITCH SECTION ECC C405 ELECTRICAL POWER AND LIGHTING SYSTEMS ® NOT USED 12" UNDER CABINET C405.1 GENERAL (MANDATORY). THIS SECTION COVERS LIGHTING SYSTEM CONTROLS, THE MAXIMUM THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL LIGHTING POWER FOR INTERIOR AND EXTERIOR APPLICATIONS AND ELECTRICAL ENERGY CONSUMPTION. SERVICE AND SHALL REMAIN THE PROPERTY OF EXCEPTION: DWELLING UNITS WITHIN COMMERCIAL BUILDINGS SHALL NOT BE REQUIRED TO HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE NOT USED 36 UNDER CABINET PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED COMPLY WITH SECTIONS C405.2 THROUGH C405.5, PROVIDED THEY COMPLY WITH SECTION R404.1 OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE R404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75% OF THE LAMPS IN PERMANENTLY DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR NOT LESS THAN 75% OF THE REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR �D 3 EXTERIOR PATH LIGHT FRONT RAMP HINKLEY LIGHTING 15014HE-LL HEMATITE LED / 1.5W 4.5 150LM / 1.5W = Y CONTROLLED BY ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. 100.00 LM/W DAYLIGHT SENSOR THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT aE 9 SCONCE BATHROOM ROOMS, POWDER RICH BRILLIANT WILLING LD-S-PC20-27-120-TR MATTE WHITE LED / 8.5W 76.5 390LM / 8.5W = Y CONTROLLED BY LIGHT SCALE: 45LM/W SWITCH DATE: OF 12 SURFACE MOUNTED DOWNLIGHT BEDROOMS, BATHROOMS TECH LIGHTING 70OWCQ S 930 H 120 CHARCOAL LED / 12W 144 472LM / 12W = N CONTROLLED BY LIGHT RATED LAMP POWER MINIMUM HIGH EFFICACY VALUES 39LM/W SWITCH TITLE: 15 W OR LESS 40 LUMENS / WATT © NOT USED SURFACE MOUNTED DOWNLIGHT 2ND FLOOR GREAT THAN 15W UP TO 40W 50 LUMENS / WATT REFLECTED CEILING GREATER THAN 40W 60 LUMENS WATT aH 2 EXTERIOR MOUNTED SCONCE BACKYARD, FRONT YARD HARBISON 71252-78-L 9" HIGH SILVER/OXIDE FLECKS LED / 11 W 22 245LM / 11 W = N CONTROLLED BY LIGHT PLAN TOTAL # OF FIXTURES TOTAL # OF 22LM/W SWITCH HIGH-EFFICACY FIXTURES 84 70 O 29 TRACK LIGHT / MONOPOINT LIVING/KITCHEN/DINING/ WAC LIGHTING OCULARC 7030 LED TRACK BLACK LED / 32W 928 2,025LM / 32W = Y CONTROLLED BY LIGHT SHEET NO.: J 70 / 84 = 83% / COMPLIES # OF HIGH EFFICACY HALL 205 HEAD 63LM/W SWITCH FIXTURES REQUIRED BY =1. CODE = 75% pK 4 CHANDELIER FOYER, HALL AND KITCHEN FLOS GLO-BALL S-2 N/A PROVIDE (1) DIMMABLE C25 SILVER TIP 24 480LM / 6W = Y CONTROLLED BY LIGHT - 7 06m00 O LED BULB 6W PER FIXTURE SWITCH / 80LM/W 0 6 MOTION SENSOR DOWNLIGHT CLOSETS ACCESS LIGHTING MODPLUS WHITE LED / 18W 48 1440LM / 18W = Y CONTROLLED BY 20851 LEDMS-WH/ACR 8OLM/W MOTION SENSOR I fey—.. A.+ ...... u t ? f t 3 3 4 A300 A300 A300 SIM. EL +32'-0' - - _ OWNERS: TOP OF PARAPET BEN HANSEN CHRISTINE HANSEN EL +30'-6' 420 STATE STREET TOP OF ROOF BROOKLYN, NY 11217 ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN OPEN W203 W202 6WD 420 STATE STREET BROOKLYN, NY 11217 zl 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 BEN@BRHARCH ITECT.COM EL +19'-2- STRUCTURAL ENGINEER: - HAGE ENGINEERING PC 2ND FL FINISH FLOOR 560 BROADWAY, #501 ;.� NEW YORK, NY 10012 METAL RAILING ol 212.358.7778 WOOD FASCIA BOARD MAIL@HAGEENGINEERING.COM CEDAR PLANK SIDING, TYP. STEEL COLUMNS AND CROSS ao BRACING, SEE STRUCT. DWGS. WIO WIO o CEDAR PLANK SIDING, TYP. D000 0 EL +8'-6' CEMENT BOARD FASCIA FIRST FL FINISH FLOOR FINISHED GRADE - WOOD PILE AND GIRDER, SEE CONCRETE RETAINING WALL FOR SEPTIC SYSTEM STRUCT. DWGS. EL +6'-0' 0 BASE FLOOD ELEVATION EL +2.72' IBUILDING ELEVATION NORTH - AVG NAT. GRADE 1/4" = 1'-0" _ EL + O -0 � SEA LEVEL SEAL: D ARC EL +32'-0" ' - - ma's •%__ � � , TOP OF PARAPET o ~' EL +30'-6' O TOP OF ROOF DATE: ISSUE: REV: METAL RAILING THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL CEDAR PLANK SIDING, TYP. SERVICE AND SHALL REMAIN THE PROPERTY OF EL +19'-2" HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE WOOD FASCIA BOARD u - - PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED 2ND FL FINISH FLOOR OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR Q REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR N ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: 0 DATE: STEEL COLUMN AND CROSS BRACING, SEE STRUCT. DWGS. TITLE: CEDAR PLANK SIDING, TYP. EXTERIOR EL +8'-6' CEMENT BOARD FASCIA FIRST FL FINISH FLOOR ELEVAT I ONS WOOD PILE AND GIRDER, SEE 10 STRUCT. DWGS. c%i EL +6'-0' o BASE FLOOD ELEVATION SHEET NO.: _ EL +2.72' D ELEVATION EAST AVG NAT. GRADE BUILDING T T A- 200uOO 1/4" = 1'-0" EL + 0'-0' SEA LEVEL i s f 4 3 A300 A300 ot EL +32'-0" OWNERS: TOP OF PARAPET BEN HANSEN CHRISTINE HANSEN BROOEL +30'-6" 420 STATE STREET TOP OF ROOFKLYN, NY 11217 Fr-71 ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN W2 420 STATE STREET W204 BROOKLYN, NY 11217 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 - BEN@BRHARCHITECT.COM olb EL +19'-2' STRUCTURAL ENGINEER: HAGE ENGINEERING PC 2ND FL FINISH FLOOR 560 BROADWAY, #501 ;.� NEW YORK, NY 10012 a 212.358.7778 MAIL@HAGEENGINEERING.COM METAL RAILING WIWOOD FASCIA BOARD CEMENT BOARD PANELING °O CEDAR PLANK SIDING, TYP. 0 CEDAR PLANK SIDING, TYP. STEEL COLUMNS AND CROSS BRACING, SEE STRUCT. DWGS. CEMENT BOARD FASCIA METAL RAILING FINISHED GRADE WOOD PILE AND GIRDERS, SEE STRUCT. DWGS. CONCRETERETAINING WALL FOR SEPTIC SYSTEM EL +8'-6' FIRST FL FINISH FLOOR 305 N EL +6'-0* _ a BASE FLOOD ELEVATION IL to -' EL +2.72' _ AVG NAT. GRADE ot EL + 0'-0" SEA LEVEL I BUILDING ELEVATION SOUTH 1/4" = 1'-0" SEAL: `t,rD ARC 1tIA N ij, 2 I C Tau -' a A300 A300 U Y EL +32'-0' ;o TOP OF PARAPET 0 '' _� vJ 03428� 1 �O EL +30'-6' TOP OF ROOF DATE: ISSUE: REV: Ll THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF EL +19'-2" HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED 2ND FL FINISH FLOOR OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR N ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT WI 7 WI SCALE: DATE: 0 WALL-MOUNTED HEAT PUMP CEDAR PLANK SIDING, TYP. TITLE: EL +8'-6' EXTERIOR FIRST FL FINISH FLOOR ELEVAT I ONS CEMENT BOARD FASCIA 'O N WOOD PILE AND GIRDERS, SEE _ EL +6'-0" STRUCT. DWGS. - - 9' i BASE FLOOD ELEVATION - - - n SHEET NO.: EL +2.72' AVG NAT. GRADE 4 - A- 201 = EL + 0'-0" SEA LEVEL 2 BUILDING ELEVATION WEST 1/4" = 1'-0" i I 1 2 A300 A300 EL +32'-0' - - - OWNERS: TOP OF PARAPET BEN HANSEN CHRISTINE HANSEN EL +30'-6' 420 STATE STREET TOP OF ROOF BROOKLYN, NY 11217 ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN 420 STATE STREET W209 W20 BROOKLYN, NY 11217 t 917.202.9706 i CHRISTINE@HANSEN—ARCHITECTURE.COM 646.246.3938 BEN@BRHARCHITECT.COM EL +19'-2' STRUCTURAL ENGINEER: 2ND FL FINISH FLOOR RAGE ENGINEERING PC560 BROADWAY, #501 ;.� NEW YORK, NY 10012 � ol 212.358.7778 MAIL@HAGEENG INEERING.COM GE) ao t li r CEDAR PLANK SIDING, TYP. v CEDAR PLANK SIDING, TYP. EL +8 -6 FIRST FL FINISH FLOOR CEMENT BOARD FASCIA ��:.__ :_:"�j'` =•K CEMENT BOARD FASCIA ;o WOOD GIRDER AND PILE, SEE - . WOOD GIRDER AND PILE, SEE EL +6'-0' N STRUCT. DWGS. '< - STRUCT. DWGS. T '= BASE FLOOD ELEVATION Lo EL +2.72' AVG NAT. GRADE _ EL + 0'-0" _ STAIR SECTION WEST SEA LEVEL I 1/4" = 1'-0" SEAL: t , ,.; ' .:.;•�.; t its: }n=E DATE: ISSUE: REV: HANDRAIL 0 N THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF ol HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR I• REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN TREAD CONSENT. 0 COPYRIGHT SCALE: DATE: TITLE: STAIR SECTIONS 2 TYPICAL STAIR DETAIL 1" = 1'-0" SHEET NO.: A- 202mOO I i 4 ZINC COPING 1 � ZINC COPING ZINC COPING 32'-0' ZINC COPING F. TOP OF PARAPET 4 3 ROOF CONSTRUCTION: = ROOF CONSTRUCTION: ROOF CONSTRUCTION:_ EPDM ROOF MEMBRANE _ • EPDM ROOF TION:MEMBRANE � � � • EPDM ROOF MEMBRANE � • � ROOF CONSTRUCTION: IN • EPDM ROOF MEMBRANE TAPERED RIGID INSULATION • TAPERED RIGID INSULATION • TAPERED RIGID INSULATION • TAPERED RIGID INSULATION • ' # • R12.0 CONTINUOUS INSULATION + • R12.0 CONTINUOUS INSULATION • R12.0 CONTINUOUS INSULATION s • R12.0 CONTINUOUS INSULATION 30 -6" • 2 LAYERS 4' EXT. GRADE 2 LAYERS 4" EXT. GRADE 2 LAYERS 4" EXT. GRADE • 2 LAYERS ' EXT. GRADE Hl if if EH PLYWOOD SHEATHING PLYWOOD SHEATHING PLYWOOD SHEATHING 4 TOP OF CONT. 3- RIGID INSUL. • WOOD FRAMING, REF. STRUCT. • WOOD FRAMING, REF. STRUCT. • WOOD FRAMING, REF. STRUCT. PLYWOOD SHEATHING • WOOD FRAMING, REF. STRUCT. DWG DWG DWG DWG • R21 BATT INSULATION ! I • R21 BATT INSULATION • R21 BATT INSULATION • FRAMING FOR DROPPED CEILING • FRAMING FOR DROPPED CEILING • FRAMING FOR DROPPED CEILING • R21 BAIT INSULATION • FRAMING FOR DROPPED CEILING • 8" GWB i • 8" GWB . s" GWB • 8" GWB OWNERS: 1 _ _ BEN HANSEN `� N cmEXTERIOR WALL CONSTRUCTION: EXTERIOR WALL CONSTRUCTION: - EXTERIOR WALL CONSTRUCTION: ' EXTERIOR WALL CONSTRUCTION: CHRISTINE HANSEN • CEDAR PLANK SIDING • CEDAR PLANK SIDING • CEDAR PLANK SIDING • CEDAR PLANK SIDING 420 STATE STREET i k • SHIM SPACE s • SHIM SPACE • SHIM SPACE • SHIM SPACE BROOKLYN, NY 11217 • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION ; • R8.0 CONTINUOUS INSULATION • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE f VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER ARCHITECT OF RECORD: SHEET MEMBRANE SHEET MEMBRANE SHEET MEMBRANE VAPOR PERMEABLE AIR BARRIER SHEET MEMBRANE HANSEN ARCHITECTURE + DESIGN 28'-2' • STRUCTURAL PANEL OIL • STRUCTURAL PANEL • STRUCTURAL PANEL • STRUCTURAL PANEL 2ND FLOOR FINISH CLG. . WOOD FRAME, SEE STRUCT. DWG f • WOOD FRAME, SEE STRUCT. DWG • WOOD FRAME, SEE STRUCT. DWG 420 STATE STREET • WOOD FRAME, SEE STRUCT. DWG • R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION BROOKLYN, NY 11217 • 8' GWB • e" GWB • 8' GWB • 8" GWB 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 ZINC FLASHING 1 BEN@BRHARCHITECT.COM 1 i STRUCTURAL ENGINEER: HAGE ENGINEERING PC 560 BROADWAY, #501 NEW YORK, NY 10012 212.358.7778 MAIL@HAGEENG INEERING.COM o• o o o, 1 i WINDOW WINDOW FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: • HARDWOOD FLOORING - • HARDWOOD FLOORING • HARDWOOD FLOORING • HARDWOOD FLOORING EL +19'-2' 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR . 2 LAYERS PLYWOOD SUBFLOOR •• R21 BATT INSULATION . R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION T 2ND FL FINISH FLOOR • WOOD FRAMING • WOOD FRAMING • WOOD FRAMING • WOOD FRAMING • 8" GWB ! 8" GWB • a" GWB • 8" GWB ZINC SILL - I ZINC SILL co ao ; ao 00 f EL +17'-6' ' NOTE: ELIMINATE INSULATION AT IST FL FINISH FLOOR I TRANSOM BETWEEN WINDOWS 104/209 i NOTE: ADD INSULATION AT TRANSOM 1 & 105/210. SEE DETAIL 3/A300 9 BETWEEN WINDOWS 104/209 a 105/210. SEE DETAIL I/A300 ' 1 { 1 ZINC FLASHING ZINC FLASHING f I i SEAL: APC 0 o 1 0 0 v, of o, o U- cP n I 1 � 1 FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: y 0,3 g 1- ,p' FLOOR CONSTRUCTION: � FLOOR CONSTRUCTION: � • HARDWOOD FLOORING • HARDWOOD FLOORING • HARDWOOD FLOORING • HARDWOOD FLOORING T�0 F N E�~ • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR • R21 BATT INSULATION ! ! • R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION • WOOD FRAMING 1 • WOOD FRAMING • WOOD FRAMING • WOOD FRAMING • STRUCTURAL PANEL • STRUCTURAL PANEL • STRUCTURAL PANEL • STRUCTURAL PANEL DATE: ISSUE: REV: • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER SHEET MEMBRANE I SHEET MEMBRANE SHEET MEMBRANE SHEET MEMBRANE • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION EL +8'-6' ZINC SILL ZINC TRIM (CONTINUATION OF SILL) ZINC SILL ZINC TRIM (CONTINUATION OF SILL) FIRST FL FINISH FLOOR CEMENT BOARD FASCIA CEMENT BOARD FASCIA CEMENT BOARD FASCIA CEMENT BOARD FASCIA 2" RIGID INSULATION i ', 2" RIGID INSULATION 2" RIGID INSULATION 2" RIGID INSULATION AIR BARRIER AIR BARRIER AIR BARRIER AIR BARRIER STRUCTURAL PANEL STRUCTURAL PANEL STRUCTURAL PANEL THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL STRUCTURAL PANEL SERVICE AND SHALL REMAIN THE PROPERTY OF j RIM JOIST RIM JOIST WOOD FRAMING, SEE STRUCT. DWGS. ) RIM JOIST HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED f OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE E �`" I I DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF WOOD GIRDERS AND PILE, SEE WOOD GIRDERS AND PILE, SEE I ( THIS PROJECT BY OTHERS WITHOUT WRITTEN STRUCT. DWG. STRUCT. DWG. CONSENT. ®COPYRIGHT - - T SCALE: DATE: TITLE: TYP I CAL WALL SECTIONS SHEET NO.: ot EL +2.72' A- 300mOO AVG NAT. GRADE I WINDOW SECTION (THRU GIRDERS) WALL SECTION (THRU GIRDERS) WINDOW SECTION (COPLANAR TO GIRDERS) 43/4" I0WALL SECTION (COPLANAR TO GIRDERS) =3/4" = 1' 0" 2 3/4" = 1' 0" 3/4" 1' 0" " -- I PLUMBING SPECIFICATIONS 1 . ALL PLUMBING WORK TO COMPLY WITH THE BUILDING CODE OF THE STATE OF NEW YORK, 2000 INTERNATIONAL PLUMBING CODE, AND ANY : . LOCAL BUILDING CODES. 2. ALL POTABLE WATER PIPING SHALL BE TYPE L COPPER TUBING PER ASTM B88 WITH WROUGHT COPPER FITTINGS PER ANSI B16.22 JOINED WITH SOLDER CONFORMING TO ASTM B32. 3. ALL SANITARY DRAINAGE AND VENT PIPING SHALL BE NO HUB CAST IRON SOIL PIPE PER ANSI 112-5-71 OWNERS: 4. PROVIDE CLEANOUTS NOT MORE THAN 50 FT. APART, AND AT EACH BEN HANSEN CHRISTINE HANSEN CHANGE OF DIRECTION GREATER THAN 45' IN ALL HORIZONTAL 420 STATE STREET DRAINAGE LINES AND AT THE BASE OF ALL WASTE OR SOIL STACKS BROOKLYN, NY 11217 PER SECTION P105.3 5. PROVIDE LOCAL SHUT-OFF VALVES AT ALL FIXTURES AND APPLIANCES ARCHITECT OF RECORD: THAT REQUIRE POTABLE WATER SERVICE HANSEN ARCHITECTURE + DESIGN 6. PITCH HORIZONTAL DRAINAGE PIPING 2" OR LESS, A MINIMUM OF 1/4" 420 STATE STREET PER FOOT AND PIPING GREATER THAN 2", A MINIMUM OF $" PER FOOT. BROOKLYN, NY 11217 7. WATER SUPPLY DISTRIBUTION SYSTEM TO BE PROTECTED BY 917.202.9706 ANTI-HAMMER DEVICES) INSTALLED PER MANUFACTURER'S CHRISTINE@HANSEN-ARCHITECTURE.COM T.R. » 646.246.3938 3» V. SPECIFICATIONS. J L 3 V.T.R. BEN@BRHARCHITECT.COM 8. ALL VENT PIPING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION ROOFPi 09 9. INSULATE ALL POTABLE COLD AND HOT WATER PIPING WITH 4»SAN STRUCTURAL ENGINEER: RAGE ENGINEERING PC ARMSTRONG TYPE AP ARMAFLEX PIPE INSULATION, 2" THICK. INSTALL » 4"V » » 560 BROADWAY, #501 PER MANUFACTURER'S SPECIFICATIONS. 1 DRAIN FROM __ _ _ __- ____ ___ _ 2_ -_--_ -_ 2____ NEW YORK, NY 10012 10. THERE SHALL BE NO WET VENTING OF SANITARY DRAINAGE SYSTEM. AC UNIT N 1 N 1 Nr - �.,� ►� �, ��, IN N N N 212.358.7778 -r_ �_ \ \ I \) I\ I \ 1 I\ (\ MAIL@HAGEENGINEERING.COM 11 . NO SUPPLY WATER LINES SHALL USE FLEXIBLE OR BENDABLE FITTINGS. Ir- 12. PLUMBING CONTRACTOR SHALL OBTAIN PERMITS AND FINAL INSPECTION '- 1 I 1 I I`- 1 i� I I• - (`- CERTIFICATES FROM THE MECHANICAL INSPECTION BUREAU. P-2 I P-2 I P-1 I I 1 i P-1 I P-2 1 P-1 I P-2 I P-5 13. BACKFLOW PREVENTERS SHALL BE INSTALLED ON ALL FIXTURES AND 2ND FL 1Tjl P-3 I P-4 I 1 1 I I DW APPLIANCES AS REQUIRED BY CODE. (SUCH AS WASHING MACHINES, 1 I 2» BIDETS, ETC.). 1 1/2» 1 1/211 3" 21j­t 3» 3» 3» 1 1/2" 3" 1 1/2» 3" 14. PROVIDE SHUT-OFF VALVES AT ALL POTABLE WATER RISER (___N CONNECTIONS. 1" DRAIN FROM ---- -- ---fi- -------- �I � -,_ 15. PLUMBING CONTRACTOR SHALL COODINATE ALL WORK WITH OTHER AC UNIT "'j l I 14 I TRADES. 16. CONDENSATE LINES FROM AIR-HANDLERS TO BE 1" DWV COPPER PIPE, WITH 4" THICK ARMSTRONG "ARMAFLEX" TYPE AP PIPE INSULATION. P-2 I P-1 oi j 17. RISER DIAGRAMS ARE' SCHEMATIC REPRESENTATIONS ONLY. I 1 P-3 1 CONTRACTOR MUST REVIEW ARCHITECT'S DRAWINGS FOR LOCATIONS OF 1ST FL 1rL____fl I l FIXTURES, EQUIPMENT, ETC. 1 1/2" 3» 2» 1 2" I 18. ALL RISER SHUT-OFF VALVE SHALL BE ACCESSIBLE FOR BUILDING 1» DRAIN FROM 3» I MAINTENANCE. I 1 19. PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD AC UNIT 4" I TO EXISTING FIELD CONDITIONS, AND SHALL NOTIFY THE ARCHITECT OF 1 ANY DISCREPANCIES BETWEEN ASSUMED FIELD CONDITIONS AND THOSE ENCOUNTERED DURING CONSTRUCTION. PLUMBING CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY REVISIONS TO PLAN WHICH SHALL BE NECESSARY, BASED ON CONDITIONS UNCOVERED IN THE FIELD, IN GRADE ORDER TO INSTALL ALL FIXTURES, EQUIPMENT AND PIPING IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. 20. NO DEVIATION FROM THE ARCHITECT'S DRAWINGS SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL FROM: HANSEN ARCHITECTURE + DESIGN. 21 . ACCESS DOORS SHALL BE PROVIDED FOR ALL BRANCH AND RISER VALVES (EVEN IF NOT NOTED ON PLAN). ACCESS DOORS SHALL BE LOCATED TO PROVIDE AMPLE ACCESS TO VALVES FOR SERVICING AND SEAL: OPERATING AND LOCATION OF WHICH SHALL BE COORDINATED WITH THE ARCHITECT. �'LJ Ake 22. ALL FLOOR DRAINS, FUNNEL DRAINS OR RECEIVERS SHALL HAVE PLUMBING FIXTURE SCHEDULE - N PLAN. � N /� AUTOMATIC TRAP PRIMERS EVEN IF NOT INDICATED 0 3 NEW RN PIPING IS TO BE THREADED BRASS 2 E SUPPLY AND RETURN BRANCH PIPE CONNECTION PRESSURE TESTED, INSPECTED AND FULLY INSULATED PRIOR TO FIXTURE # DESCRIPTION DFU SFU EMBEDMENT. APPROPRIATE ALLOWANCES ARE TO BE MADE FOR PIPE DRAIN VENT HW CW ' `' = 03�`8' EXPANSIONS AND ACCESS TO ALL REQUIRED SHUT-OFF VALVES. yTF �°� 24. ALL DOMESTIC WATER LINES LOCATED IN NON-HEATED AREAS ARE TO P-1 WATER CLOSET 3" 2" - 2" 3 2.2 of NE BE HEAT TRACED AND INSULATED TO AVOID FREEZING (ATTICS, CRAWLSPACES, ETC.) P-2 LAVATORY 12 12 2" 2" 1 .7 DATE: ISSUE: REV: 25. PROVIDE INSULATION AND HEAT TRACING OF DOMESTIC WATER PIPING JAN 1 2022 DOB SUBMISSION SERVING OUTDOOR SHOWER, INCLUSIVE OF BRANCH PIPING UP TO AND, INCLUDING SHOWER VALVE BODY AND ANY OTHER DOMESTIC WATER P-3 SHOWER 12 2" 4" 4" 2 4 PIPING IN EXTERIOR WALLS OR EXPOSED AREAS. 26. WARRANTIES: ALL PLUMBING WORK SHALL E FREE FROM DEFECTS IN P-4 BATHTUB 12" 2" 4" 4" 2 4 WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. ANY DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THIS P-5 SINK 2" 2" 2" 2" 2 1.4 THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE DEW DISHWASHER 12" 12" 2" - 2 1.4 PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE FD FUNNEL DRAIN 2" DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR 2 REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN WM CLOTHES WASHER 2" 1211 2" 2" 3 1.4 CONSENT. ®COPYRIGHT SCALE: FLD FLOOR DRAIN 3" 2" _ _ 2 _ DATE: TITLE: PLUMBING RISERS AND SPEC I F I CAT I ONS SHEET NO.: P- 1 00moo I r BEN HANSEN `1 C CHRISTINE HANSEN ~ 420 STATE STREET BROOKLYN, NY 11217 ppNG. SpR DRA'N ` ABp�E SEE ARCy ARCHITECT OF RECORD: 2 HANSEN ARCHITECTURE + DESIGN E ARCH �CAT ip `F 420 STATE STREET N s-too SIM. _� 8 " AT 1 , 5 lc CONC WA ERPRoOrING ,, `\O�_\ BROOKLYN, NY 11217 l -Air-,@ O.C. EW u ABp�E R LEGEND. GR TH/C TyP E/NF �� � '`�d 917.202.9706 Top RE�NF, W W. CON 646.246.3938 14 C / I O 20-TON TIMBER PILE BELOW AND ABOVE, CHRISTINE@HANSEN-ARCHITECTURE.COM \ BOT T SEE OTE 10.1 o 1 0.0 oN O` - FLOOR FRAMING SlAq EXTENDING TO UNDERSIDE OF FIRST BEN@BRHARCHITECT.COM _ 13 / ► ' e P� _ s ' ' `_ `j DENOTES: PILE BELOW CE BECSTRUCTURAL r (4 TOTAC oW SCAB Ty i `�`�,, HAGE ENGINEERING PC R / ) P STAIR UP, SEE ARCH. e 560 BROADWAY, #501 NEW YORK, NY 10012 212.358.7778 1 MAIL@HAGEENGINEERING.COM e _ 'SEE 1S D SLAB / / r � 20p -O-_ ----_ - --- _------_ _ -_ _ --_ - - e �\ f NUMBER OF TIMBER PILES / e e TO BE CONFIRMED. 0 6 v ------- --------- �� O O EAL: _ of NE6yY 10" THjC i /CAD l 6 f K ! are / I CpNC e s-too a R 5 ® � IyA l AMP K, 2" p c RE,NF /C NC E. , ' WA, o W. B ' r A SEE FOorN SCOW .; oDCD B pTHE- CopRDECDW ,l q0 Ay ZDt FES514� ------- ------- , — ```\ / VNf TRACTpR'S OP�0 AT p"oTDBEs l ' NTpjr T DATE: ISSUE: REV: Jan 1, 2022 DOB Submission FOUNDATION AND CELLAR PLAN " A SCALE:Y"=1'-0" NOTES: 1. SEE ARCH. DRAWINGS FOR ALL DIMENSIONS, TOP OF SLAB ELEVATIONS, TOP OF WALL ELEVATIONS, CLEARANCES, FIREPROOFING, WATERPROOFING, FLASHING, INSULATION, FINISHES, AND DRAINAGE SYSTEM. 2. COORDINATE ALL WALL LOCATIONS, OPENINGS, WINDOWS AND DOOR LOCATIONS, SLAB DEPRESSIONS, ETC. WITH ARCH. DRAWINGS. 3. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED FOR PLUMBNESS, STRUCTURAL STABILITY, AND SAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MY BE IMPOSED UPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION. BRACING AND SHORING AND SEQUENCES OF SUCH WORK SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HIS/HER LICENSED ENGINEER. 4. COORDINATE ALL MECH. UNITS WITH ARCH. AND MECH. DRAWINGS AND EQUIPMENT MANUF. FOR ALL UNIT MOUNTING AND DATE: 01/01/2022 ATTACHMENT REQUIREMENTS. SCALE: AS NOTED 5. FOR STAIR LOCATIONS, ELEVATION, AND DETAILS, SEE ARCH. DRAWINGS. DRAWN: ML/AC 6. ALL DIMENSIONS AND ELEVATIONS FOR FINIAL CONSTRUCTION SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND COORDINATED CHECKED: MH WITH ARCH. AND M/E/P DRAWINGS. SHOP DRAWINGS SHALL BE BASED ON EXISTING CONDITIONS AND DIMENSIONS. 7. CONTRACTOR TO PROTECT AT ALL TIMES EQUIPMENT, PIPES AND OTHER EXPOSED OR EMBEDDED ITEMS ON THE SITE AGAINST TITLE: DAMAGE. COORDINATE WITH ARCHITECT do Id/E/P DRAWINGS. 8. ANY ADDITIONAL WORK/FRAMING/FOUNDATIiONS NOT SPECIFICALLY SHOWN OR CALLED FOR IN THE DRAWINGS, THAT ARE REQUIRED TO COMPLETE THE INTENT OF THE WORK, SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AS IF INCLUDED IN THE FOUNDATION & DRAWINGS. CONTRACTOR TO ALLOW IN BID FOR ADJUSTMENTS TO ALL CONNECTIONS OF STEEL AND WOOD. THE CONTRACTOR A SHALL ADVISE THE ENGINEER OF SUCH OCCURRENCES. CELLAR P LA N 9. A GEOTECHNICAL REPORT HAS BEEN PREPARED BY GTA ENGINEERING SERVICES OF NEW YORK P.C., DATED JULY 2021. THE REPORT CONTENTS ARE PART OF THE CONTRACT DOCUMENTS AND SHALL BE PART OF THE CONSTRUCTION DOCUMENTS. 10.ALL CONCRETE USED FOR THE CELLAR SLAB, CELLAR GRADE BEAMS/PILE CAPS, AND FOUNDATION WALLS SHALL BE NORMAL-WEIGHT CONCRETE 145 PCF (U.O.N.) HAVING A COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS AND A MAXIMUM WATER-CEMENT RATIO OF 0.40 AND CONTAIN XYPEX C-500 ADMIXTURE. MIXING PROCEDURES SHALL FOLLOW THE ADMIXTURE SHEET NO.: MANUFACTURER'S PUBLISHED SPECIFICATIONS. FINAL MIX DESIGN SHALL COMPATIBLY ACCOMMODATE OTHER ADMIXTURES. 11.ALL CONCRETE REINFORCEMENT BELOW DESIGN FLOOD ELEVATION SHALL BE EPDXY COATED. 12.CONTRACTOR TO TAKE ALL MEASURES NECESSARY FOR DEWATERING AND DRAW DOWN OF WATER TABLE AND POTENTIAL WATER LEVELS TO ENSURE STATIC STABILITY OF ALL BUILT CONDITIONS AGAINST FLOATATION AND BUOYANCY UNTIL THE STRUCTURE'S FULL DEAD WEIGHT IS IN PLACE. 13.SLAB THICKNESS TO BE CONFIRMED W/ ARCHITECT. BOTTOM OF SLAB TO BE SET 1" BELOW GRADE. S- 100 Copyright©2022 by Hage Engineering PC I i At B£ARI SB/S 20N£R Sf£ CH D V. Sf£H PC,gT f� S££? ANp Dft�£CS NP /S2 p2 „ / SA S-201 5 7ft/ S-201 FOR x11y� pSC Sff CNN To p/� OWNERS: / CO ?p2 BEN HANSEN r / 2 CHR4201STINE HANSEN STATE STREET fQ `s-zaz 5 BROOKLYN, NY 11217 ' ppNC s-202 P4_A B£COW ' PT TYP- ARCHITECT OF RECORD: COW/ AR - ) 3x1 1 1 1J1 BCOCKI CNf OF SOU £f Ck ~% \- ? s-201 P4_A HANSEN ARCHITECTURE + DESIGN s zo2 SIM. TYp /BRIDGING D S f _ 420 STATE STREET /� BROOKLYN, NY 11217 S3) WSIC fp / SfE qR G a% Q �' `\`r P T- ?� 3x12 P4_A LEGEND. 917.202.9706 c_ ABo O)VF�HfgR Wq r ?) M W1pX26 RC-1Ox22 fQ //I \` TIMBER PILE BELOW, SEE A/S-100. CHRISTINE@HANSEN-ARCHITECTURE.COM ' 646.246.3938 � (2J MC8 URfD TO C8x20" f4- 4wr WACC BCONO OFNT UN£ l `\- ® P1 DENOTES: BUILT-UP JAMBS W/ (2) 2x JACK STUDS & BEN@BRHARCHITECT.COM 1 x8 16� A/S 10000W- S f£ BLOC OUD %,I% ; \ ` (3) 2x KING STUDS. TYP. EA. END OF HEADER ABOVE DOOR (2) MC8 SHfq / 0 C. s1 2x8 ®ryp" BRIDONc.C/ l/rl ! `\ MATCH STUD/WALLOPREVAILING T FRAMING. TO STRUCTURAL ENGINEER: B£AR1NG SIM t0 W/o pfR ` ABO B R WACC HER/B£ARIN�Wq•C f ryP �'\ H P2 DENOTES: W10x30 RAGE ENGINEERING PC TYp CAT£ STAIR S f£ Lt ABOVE % 1\ 560 BROADWAY, #501 ® Wqu Sff 1 E3 P3 DENOTES: HSS5x5xY NEW YORK, NY 10012 /F R fQ D ,' £NDS dr/yD i0? S- CT Coll, AROH typ %�% i 212.358.7778 COW WOo PRO V/D f `` PROWD Dp ACC, S f£ WOOD B£q I H P4 DENOTES: W12x40 MAIL@HAGEENGINEERING.COM �SPUC£ D BEM \` M00NT f fMBfDO P�A 1 `�� BfgR! 4/S 202. M to CONS 1J1 DENOTES: 2x12 @ 16" O.C. OCAto N P TH/S - B£AA! Up HANGER S/MPSON ���� DN 4 Typ NG pit / [1 ® /S'?02 £R , PORT qt OR Cow FACE �j Pt ? ��� s-2oz 0 WACC £• Sff 1�/% �` 1J2 DENOTES: 2x12 @ 12" O.C. j 1 JZ 1'\ �C-WAS OD j x1? £DOG Jo/St 1 ENDS �S�0? %l/ ' IF REQ'D. PROVIDE LOW 1 DA DENOTES: P.T. 3x12 @ 16" O.C. 1J , ; P3\q ;r % WOOD BEAM SPLICE AT 1 I/ THIS LOCATION PER 1 DJ1 %/% 1 DJ1 7/S-202. NOTES: P3-A , ' P#_A DENOTES: POST ABOVE / / 6 PI_B DENOTES: POST BELOW S-tot P.T. (2) 3x12 P.T. (2) 3x12 s-tot PI_A&B DENOTES: POST ABOVE & BELOW , /F J 1 \- Sff NOTE % 1 J/ /1/ IF REQ'D. PROVIDE LOW % % 12 ' �� HSS5x3)(Ws DIAGONAL tow Q p \ , 13 4 , % WOOD BEAM SPLICE AT %��• s-3o2 BRACING ABOVE. TYP. W Rod/D / THIS LOCATION PER 'OCA Ar fqM f / S _ / `-tot Il 7/S-202. 2 TiaN p f s £f Not f 1 r 1 I j- /S \ pROVjD f j r 4x16 DOUBLE 0 3A \ AR OW/N F�0 0/STS DOOR OPNo w P3`q WOOD BEAM (LOW) s-tot `\_\ lTION WgCC� j Sff ARCy Bob f ., i 1 DJ 1 ;.1 1 DJ 1 I TYP. Grp �- l 1D 10 slklip BOA Hf NOT \, 11 l l 1/ f ,, P2_A. TYP. J ' �2) q M gSf f DR£0 �q� �' Sf f 13, U.O.N. \ p % 1SW3 2x6 @ s-2o2 ��R£Q D p l T �?) 3x1? l 11 " SP W WOOD ROV/D£\/ 16 O.C. EXT. SIM. 1'% UC£ BEgM l / / SHEAR WALL 6 ¢� FOR CONN. SEE 6 Il SOOT t'2 GOAT/oH p�HIS ABOVE. s_�2 �' y 6/S-202. I s-202 W8x48 GRILLAGE. 2x6 1`...� MC8 /S,?0 R % o,? ' , , ,l W SH fqR/�� C- 6 x?Q. 2 % jo (2) MC8x20 I P.T. (2) 3x12 I - -—-—- - -—- -— ,_ _ , U O ABOVE AR1NC ` l j 2 N. Typ , = c, s-2o1 , SIM. // W8x48 GRILLAGE. o r , 1 DJ 1 1 DA z s-201 ,` l / ZT r % /\ v%r% I i SEAL: p T P.T. 5Y"x11Y" PS % P.T. 5Y"xl IV PSL O 4x16 ; SEE NOTE 13. F NE TYP OD BfgM OW) l / 3B / FOR CONN. TO PILE ���K 1 / s-201 OOTU SEA 8 S 202. i OUTLINE OF DECK, SEE l A Or // i ARCH. TYP. ' l RCH. OR RAMP FOR C04N. TO PILE I = - cc Att R /N , ,,..,,r• / j r ACHM£Nt r0 d,Sf£ SEE �S-202 SIM. D'`TglCs oor3$t11 7"x11Y" PSL " RAMp S ONC Ottr i AAQF�SSIO�A�� 3Y WIDE PSL RIM W ££S, B kill BEAM IN LIEU OF ,l /ARCH & �T p COOR� - RIM BOARD, SEE / HERS/ 3B AND 4/S-201. DATE: ISSUE: REV:1 AT CORNER, SEE P1_A AND 5 5A AT CORNER, Jan 1, 2022 DOB Submission 59/S-201. TIMBER PILE s-2ot s-2o1 SEE 5B/S-201 SIM. BELOW. TYP. FIRST FLOOR FRAMING PLAN " A SCALE:Y"=l'-O" NOTES: 1. SEE PLAN A/S-100 FOR ADDITIONAL NOTES AND INFO. 2. COORDINATE ALL DIMENSIONS, ELEVATIONS, CLEARANCES, DEMOLITION, FINISHES, FIREPROOFING, ROOFING, FLASHING, WATERPROOFING, INSULATION, PAINT SYSTEM/HOT DIPPED GALV., ETC. WITH ARCHITECTURAL DRAWINGS. ALL DIMENSIONS SHALL BE FIELD VERIFIED. ALL FABRICATION SHALL BE BASED ON FIELD DATE: 01/01/2022 VERIFIED EXISTING CONDITION. SCALE: AS NOTED 3. COORDINATE MECHANICAL DUCT FLOOR PENETRATIONS WITH ARCH. AND MECH. DWGS. DRAWN: ML/AC 4. WHERE MECHANICAL OPNGS. CAN BE FIT BETWEEN TWO JOISTS, PROVIDE DOUBLE HEADERS ONLY. CHECKED: MH 5. PROVIDE TRIPLE STUD POSTS NAILED AT 12" O.C. TOGETHER AT ALL JAMBS AND AT HEADERS, U.O.N. 6. PROVIDE DOUBLE JOISTS/BLOCKING BELOW SUPPORT OF ALL EQUIPMENT, HEAVY APPLIANCES AND BATHTUBS. TITI-E- 7. PROVIDE DOUBLE JOISTS BELOW PARTITIONS RUNNING PARALLEL TO JOIST SPAN. 8. PROVIDE SOLID BLOCKING ADJACENT TO EXTERIOR WALL SEE PLAN FOR LOCATION. BRACE WALL TO P 9. ALL EXTERIOR EXPOSURE STEEL I SHALL DBEL LINES "GALVANIZED OR PAINTED W/ EXTERIOR PAINT SYSTEM APPROVED FIRST FLOOR BY 10.ALLAEITECT EXTERIOR. X RIOR-EXPOSURE BOLTS, SHIMS, AND OTHER HARDWARE UNLESS OTHERWISE NOTED ARE TO BE HOT FRAMING PLAN DIPPED GALVANIZED AND PAINTED WITH A COMPATIBLE EXTERIOR PAINTING SYSTEM IF REQUIRED BY ARCHITECT. l 1.ALL EXTERIOR EXPOSURE TIMBER SHALL BE PRESSURE TREATED OR ROT RESISTANT PER ARCHITECT'S DIRECTION. ALL CONNECTION HARDWARE AND FASTENERS EXPOSED TO THE WEATHER SHALL BE STAINLESS STEEL SHEET NO.: 12.FOR RAILING LOCATION, INFO. AND ATTACHMENT DETAILS SEE ARCH. AND MANUF. 13.(2) SIMPSON CS1608" LONG STRAP HOLDOWYNS, SEE SHEAR WALL SCHEDULE AND 39 AND 4 ON S-201. _ 10 1 Copy►ight©2022 by Hage Engineering PC I � � c1 5401 OWNERS: P1 BEN HANSEN P4 0 qND E HANSEN W/N 420 CHRIST IN E STREET qND f W DpNG P3,q BROOKLYN, NY 11217 � SEE P4 (2) SAYS Co l 1' ,B ARCHITECT OF RECORD: to,q G. �SOUD % I 8 y SIDE P @ -Ar s-401 SW2 2jr8 @ HANSEN ARCHITECTURE + DESIGN I1y OF POSTS. (f 2 j1 BCoN t UNE OF S SW pSC '� COAT k,12x4 O�yENT C( gBEgR/BEgR/Q� BR20 STATE STREET 00 LYN, NY 11217 lYP NG/BRIp �. D //NT. 0. 5 / PNN P3 OVE NG LEGEND: Gll y fXT 2x8 @ 1 s� E l _ q qN �3) WSWy2 / 4 t 2.9706 qBp f BEAR, SyEA 1 O P4 B D ® P1 DENOTES: BUILT-UP JAMBS W/ (2) 2x JACK STUDS & CHRISTOINE@HANSEN-ARCHITECTURE.COM o BELOW N SyEgR WAILS , ?x//y" PSC s-3o1 SWR OP / SIM. E( , W ABOVE DOOR NDOWW OPNGA STUD SIZE TO ER 646.246.3938 BEN@B HARCHITECT.COM SEE gRCy C �� t SIM. GOIyT UN ( qB���Eu" OPAFG. MATCH STUD WALL PREVAILING FRAMING. s-4o1 DF Sp E I �q AR UD M: �y. H P2 DENOTES: W10x30 STRUCTURAL ENGINEER: ' l 0 R/OCKiN 13 P3 DENOTES: HSS5x5xY HAGE ENGINEERING PC WOOD ST ' B DG�NG DIAG. BRACING j 560 BROADWAY, #501 / t / SEE ARC AlR TYp BELOW SEE FOR BRACE SW? 2. OUT N. ' CONN. SEE H P4 DENOTES: W12x40 NEW YORK, NY 10012 _ /I y��R/o 4 @ 16„ ' IS CIIy SOF yE ' ' A/5-101. 2J1 DENOTES: t tr�" DEEP TJI110 @ 16" O.C. OR 2x12 @ 16" O.C. o AB R Sy O.O G4N0 /(?O % 11/S-302. SIM. 212.358.7778 E. �R WALL / Rp�/D£ SEE ARG N �� MAIL@HAGEENGINEERING.COM ' BZOCK/NGSOUD H. �' - 2J2 DENOTES: V2" DEEP TJ1110 @ 16" O.C. OR 2x10 @ 16" O.C. ER/ @ , , �, N � 2x12 DN /cl P ��ER. ; o a m N 2J3 DENOTES: 11 9" DEEP TJ1210 @ 16" O.C. OR 2x12 @ 12" O.C. r _ i X) y\~ a P3 B 2J2 ! 3 2J2 N °° 2RA DENOTES: P.T. 3x12 @ 16" O.C. ° 2R61 DENOTES: P.T. 5Y4"xt tY" PSL o P1� L1 DENOTES: (3) 2x8 HEADER 0 2 J/ / / P3 B ` ' ,�� s-400 s-4W NOTES: 4 TYP. /. WIOx15 W1205 CANT. PI-A DENOTES: POST ABOVE pRO�jDE 5-300 3 -- Pf_B DENOTES: POST BELOW 0 ' 8ECOV1 (2J Jp/ l I Pl_A&B DENOTES: POST ABOVE & BELOW Q ,, PgRT/T/Oy TERjpR STS ® (2) 2X12 I l s� P2_A&B. MOMENT s-401 ® Au / AND RA/UNG TYP. U.O.N. CONN. TYP. SEE AR NAC MENT p ON, /I yF0 s� OUTLINE OF DECK, SEE ' + 114�pS/ 3 1 F/pOR 'ygNDF p CENTER BEAM ARCH. ® 2J3 OPNG BELOW EXTERIOR o _ ♦ DpOR P�q qND SEE AR�y WALL ABOVE. SEEA�C�E(pH, P3 B o TYP. — — 2J2N. 3 2J2 N 3 ' % V p °o N N X ��ps N S�rjo ` 1`� ® 3 co SW3 EXT. SHEAR 3 3 FOR RAILING LOCATION _ cOW fqR 8,q/� f � o r., � s-3o4 WALL BELOW. INFO. AND ATTACHMENT SW4 2x6 MIN. @ I FOR BRACE DIAG. BRACING DETAILS SEE ARCH. & ` 3 3 16" O.C. EXT. BELOW, SEE I CONN. SEE MANUF. TYP. ' 6 SHEAR WALL A/S-101. j 11/S-302. yFX8 E t ' ,x11y" PS/ s-301 ,! s_401 s-301 ABOVE. CANT. W12x45 ABOVE&BEARING WALL l / - W10x22 W12x45 CANT. 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DATE: 01/01/2022 SCALE: AS NOTED DRAWN: ML/AC CHECKED: MH TITLE: SECOND FLOOR FRAMING PLAN SHEET NO.: S- 102 Copyright(E)2022 by Hage Engineering PC I i TYP. 4 5-401 / fQ OWNERS: / C BEN HANSEN CHRISTINE HANSEN 420 STATE STREET BROOKLYN, NY 11217 C pNT 5 SIM. ARCHITECT OF RECORD: / ENE or S p�0 RB/ ®�` Cps RB s-401 P B- TY SW2 EXT. SHEAR HANSEN ARCHITECTURE + DESIGN P '/ /BRIDC/NG WALL BELOW. 420 STATE STREET BROOKLYN, NY 11217 ci (?) BAY �/I _� R,/4 / l 7 \\\ ` �, ` COORD. GREEN ROOF LEGEND. 917.202.9706 n"P• ® rAC/ SPUD B l/ // s-mot /// wBX; ` W/ ARCH. ® Pt DENOTES: BUILT-UP JAMBS W/ (2) 2x JACK STUDS & CHRISTINE@HANSEN-ARCHITECTURE.COM y S/ E COC V, / ��` l , / 1 5 /OW (3) 2x KING STUDS. TYP. EA. END OF HEADER 646.246.3938 ® D OF POSTS / �``�` / Sh'1 f - ---; / -------- - 1` `\ ABOVE DOOR/WINDOW OPNG. STUD SIZE TO BEN@BRHARCHITECT.COM / 5 ` SyEAR/j//AO / , / L i �' L ; I \\ MATCH STUD WALL PREVAILING FRAMING. s-ao1 J l WAS Br(rft NC l l R ECH UNIT j ! 1 `\ Cq� I—� P2 DENOTES: W10x30 STRUCTURAL ENGINEER: Sy 2 /NTfRI p I l j l '/ �q�ERS- C p0�{Z_tN / O P3 DENOTES: HSS5x5xY HAGE ENGINEERING PC 4R R / l M/E RD f A #501 560 BROADWAY, / Stow WAu l /'8"�p SPA C f w/gRCy RJ1 DENOTES: 2x10 @ 16 O.C. NEW YORK NY 10012 MECy U4-1 0•C FRArERS j �� I I RJ2 DENOTES: 2x10 @ 1'-6" O.C. 212.358.7778 ®I l l l l N?S (4 OR F/T 0 @ ' C3 ' I I MAIL@HAGEENGINEERING.COM M£Cyq / �, / (pC f o I RJ3 DENOTES: 1- x� LVL @ 1 -6 O.C. PARTIALLY EXPOSED RAFTERS W N/CAL / / { 7 SIM. Allo / I I ® D�S RCy M'VG Cp pR0 ' / \ % l R✓2 / I l S-401 ) ry% X i I RJ4 DENOTES: 1-'xgY" LVL @ 16" O.C. j & P F/T B f /E/P l� T / / ' l o'`: r I (OPEN TO RB1 DENOTES: (2) 2x10 Rp�/D TWff p -�, / // l 3/ BELOW m MA��S/D f(S�� @ /STS `/ X� \ S 4-300 �P• / RJ2 RJ2 RB2 DENOTES: (3) 2x10 TYP SIZE OF p 11 �! �� l RB3 DENOTES: (2) 134"xgY" LVL o ✓0/STSP/ I B m L,l 2 1 I 1 RB4 DENOTES: (3) 1%"x9Y4" LVL s-40o s-goo I s-goo RB5 DENOTES: 5Y"x9" PSL ® l / HSS12x4 / HSS12x4 CANT. � RB6 DENOTES: V4"x11%" PSL yTYP \` / RB/ T g j Ll DENOTES: (3) 2x8 HEADER 6 %� / / A P2'B 5-302 L2 DENOTES: 5'4"x�" PSL HEADER Q s 401 TYP. / ' I10 01 10 vBUILT-UP PARAPET, MOMENT I ARCH.FOR LOCATION SEE NOTES: CONN Pj_B DENOTES: POST BELOW I SW/ / Sky,IpyT 1 p�B r I 3 to p�R� B�W fAl?l fgRl j ``��, ; (2E OT�y p p0 / o o_ I I 140.NPf T A80 f B(/l/T pC dl l ,` / y ` l RJ2 j TYp // RJ2 �-V 4 / s-4o1 ---------- ---- SW4 EXT. / , i L-- J SHEAR WALL MOMENT -_j TYP. / / `\ l, fXPpS f l p3 BELOW. j I I 4 % 1 l /N TH/SD RgfTER �B___ HSS12x4 CONN. S-40i CppRO ARfA S ------- ---- HSS12x4 ANT / s-301 \��� \w / r FOR tA7jkSARCH. < ----�— -- �— ---- — _ =______=-_____= __ I SEE NOTE 2. l l SW2 / \` ——— RB5 (LOW) RJ2 R'B5 (LOW) NT / /l kt ow Wf(t R l , ' RB6 Q • RB6 ;' SEAL: Rif P pF P1E� (2) 2x BLOCKING / 10 BUILT-UP PARAPET @ 4'-0" MAX. O.C. ` s-401 ' ABOVE, FOR LOCATION fTYP. / SEE ARCH. TYP. f , L1 SIM. 4 WINDOW OPNG. 1 P1_B. DATE: ISSUE: REV: OUTLINE OF ROOF. s_4o1 BELOW. SEE TYP. Jan 1, 2022 DOB Submission SEE ARCH. TYP. ARCH. TYP. A � 4 = OOAMING PLAN " SCALE " 1'-0" NOTES: 1. SEE PLAN A/S-101 FOR ADDITIONAL NOTES. 2. Y6"x6" WIDE BENT PL EA. SIDE OF RB5 W/ �8" LEG @ FACE DATE: 01/01/2022 OF RB5 do 3" LEG AT W10 W/ (2) %-0 BOLTS @ RB5 & (2) SCALE: AS NOTED "0 A325 BOLTS TO W10. DRAWN: ML/AC CHECKED: MH TIME: ROOF FRAMING PLAN SHEET NO.: S- 103 Copyright©2022 by Hage Engineering PC REINF. CONC. WALL, SEE PLAN. t ' r OPENING IN WALL BEYOND. COORD. W/ ARCH. FOR SIZE STAIR STRINGER, SEE ARCH. & LOCATION. LOCATE 3'-0" _ MIN. CLEARANCE FROM L4x4x56 WELDED OR BOLTED W/ (2) Y4"0 COLUMNS BEARING ON WALL. A325 BOLTS TO STEEL STRINGER (LAGGED r - AT WOOD STRINGER W/ (2) Y2"0 LAG BOLTS) DOWELS TO MATCH VERT. AND BOLTED TO CONC. SLAB W/ (2) %-0 2" CLR. REINF. IN SIZE & SPACING ADHESIVE ANCHORS (3" MIN. EMBED.) TYP. W/ 2'-6" LEGS @ EA. END. EA. STRINGER. ANGLE SHALL BE BOLTED ON FOR FINISH AND W.P. FRAMED SLAB, (2) 15 T.&B. �\ �� CONCEALED SIDE OF STRINGER. CONST. JOINT SEE ARCH. SEE 1/S-200. 50 BAR DIA. Q ADD 1 2 NUMBER OWNERS: � EXTERIOR FACE. '� / OF BARS ��• INTERRUPTED BY BEN HANSEN T SLAB •----:-- - _---- - FOR ARCH.WATE TOP ______ _ OPENING PLUS CHRISTINE HANSEN SEE ARCH. . . . SEE ARCH. o t, SEE PLAN / � (1) ON EACH 420 STATE STREET CONT. (2) 15 T.&B. / SIDE @ 3". BROOKLYN, NY 11217 OVER PILES. • • • • • • • a 0" TYP t/3 ARCHITECT OF RECORD: --------- - ----------- 100 - CONT. BARS. INTERIOR FACE. CONT. (1) �5 @ X X HANSEN ARCHITECTURE + DESIGN " ------- SEE NOTE 2. -- ---- _ I _ PERIMETER. PROVIDE ----------------------- -- - ----- ----------------- HOOKED BARS. SIZE AND CONT. WATERSTOP. ' 420 STATE STREET CORNER BARS. BROOKLYN, NY 11217 ky G Q 3 CL-0 '1 1 -1 " SPACING TO MATCH HORIZ.°C� � 1 1 I i (4) 4 TIES @ 3 O.C. CONC.FRAMED 'SLAB, SEE PLAN. BARS. SEE NOTE 2. �\ AT EA. END. / 917.202.9706 COARSE AGGREGATE MATERIAL 30 FOR SLAB REINF. SEE PLAN & EO. TYP. U.O.N. CHRISTINE@HANSEN-ARCHITECTURE.COM SEE GEOTECH. ' " 1/S-200. ADD 1 5 \ ' 646.246.3938 BEN BRHARCHITECT.COM WATERPROOFING (AT 1 -4 1 -4 EA. FACE @ % INTERIOR SPACES ONLY) ( ) 48 BAR DIA. COMPACTED CONTROLLED SUB GRADE, AND UNDERSLAB VIRGIN SOIL _ SEE PLAN FOR EACH CORNER TYP. EXTERIOR CORNER INSULATION, SEE ARCH. PILE LOCATION. CONST. JOINT EACH OPENING. STRUCTURAL ENGINEER: UNDERSLAB DRAINAGE, SEE OTHERS. OF Ct HAGE ENGINEERING PC 560 BROADWAY, #501 NEW YORK, NY 10012 212.358.7778 �SCALE- FRAMED SLAB-ON-GRADE DETAIL HAUNCH DETAIL AT PILE TYP. DETAIL ATSTAIR BASE TYP. CONC. BALLS �RE�%PLAN DETAIL DSCAIZINT CONC. BALL OPENING DETAIL MAIL@HAGEENGINEERING.COM NTS � SCALE:NTS SCALE:NTS SCALE:NTS (AGLE LAYER REBAR) 5 S NOTES: NOTES: NOTES: 1. AT FRAMED SLAB ON GRADE AT PILE LOCATION PROVIDE 1. COORD. STAIR LOCATION & DETAILS W ARCH. AND STAIR NOTES: NOTES: 1. COORD. FINAL COARSE .AGGREGATE THICKNESS AND COMPOSITION W/ GEOTECH. " / 1. PROVIDE (2) 15 AT ENDS OF WALLS, CORNERS, JAMBS AND AT TOP AND BOTT. OF 1. COORD. OPENING SIZE WITH ARCH., HVAC, ELEC., & PLUMBING DWGS. ENGINEER AND SOIL VAPOR MITIGATION/WATERPROOFING SYSTEM. ADD L (2) f5 x 8-0 LONG T.&B. E.W. CENTERED W/ PILE. MANUFACTURER. ALL WALL OPENINGS. EXTEND 2'-6" BEYOND EDGES OF OPENINGS. 2. MAX. OPENING SIZE TO BE 1'-6"x1'-6". 2. SEE OTHERS FOR ALL SUBSURFACE WORK INCLUDING UNDERSLAB DRAINAGE, VAPOR 2. FOR ADD'L INFO. AND NOTES SEE 1/S-200. 2. ALL BARS TO BE EPDXY COATED. 3. SUBMIT OPENING LOCATION AND SIZE TO ARCHITECT FOR REVIEW AND EPDXY COATED 3. ALL BARS TO BE . 2. USE 2'-6"x2'-6" HOOKED BARS MIN. FOR �6 AND LARGER, EACH LEG TO BE SO BAR BARRIER, WATERPROOFING, DRAINAGE, GRAVEL, FILTER FABRIC, INSULATION, ETC. DIAMETERS. COORDINATION PRIOR TO CONCRETE WORK. 3. ALL BARS TO BE EPDXY COATED. 3. ALL BARS TO BE EPDXY COATED. 4. OMIT CORNER BARS @ OPNG. LESS THAN 8"x8". 5. IF OPENING IS NEAR THE TOP OF WALL MAINTAIN MIN. 16" DEEP WALL ABOVE OPENING. 6. ALL BARS TO BE EPDXY COATED. RAMP & CONN. SEE ARCH. AND OTHERS. CONC. WALL, . SEE PLAN. '- 1"x1" CHAMFER EDGE. COORD. W/ • • ARCH. TYP. T FINISH GRADE 5 @ 12" O.C. W/ ALTERNATE SEE ARCH. STD. HOOK. 3" 6"0 MAX. TYP. HORIZ. 15 @ 12" MAX. O.C. SEAL: MIN. CONT. (2) 15 T.&B. ��Hof ale z W 01tY2" CLR. ��'` '• t �y TYP. U.O.N. ® ® • • -_' CONT. 1'-0" THICK x 1'-6" WIDE a. CONC. FTG. REINF. W/ (3) CONT. 15. 3" CLR. FTG. TO BEAR ON VIRGIN SOIL 00 �" OR CONTROLLED, COMPACTED v'QA, 7331. SOIL (1.0 TSF MIN.). QSSiOCEAt' TYP. CONC. SLEEVE OPENING �Pll�N �DET� TYP. CONC. FOOTING/PIERDATE: ISSUE: REV: Jan 1, 2022 DOB Submission SCALE: NTS SCALE:NTS NOTE: NOTES: 1. PROVIDE SAME NUMBER AND SIZE OF REBARS 1. SET BOTTOM OF FOOTING 3'-0" MIN. BELOW GRADE LEVEL OR DEEPER IF NEEDED FOR BEARING INTERRUPTED BY OPENING ON EACH SIDE OF ON VIRGIN SOIL OR CONTROLLED, COMPACTED SOIL, OR TO MATCH BEARING ELEVATION OF THE OPENING AND EXTEND Ld OR 2'-0" MIN. EXISTING ADJACENT FOOTING. BEYOND THE OPENING. 2. MODIFICATIONS OF SIZES & DETAILS OUTLINED ABOVE AND IN THESE DOCUMENTS MAY BE REQUIRED AFTER ALL EXISTING CONDITIONS HAVE BEEN FIELD VERIFIED BY THE GEOTECHNICAL CONSULTANT. 3. ALL BARS TO BE EPDXY COATED. 4. SONOTUBES COULD BE PROVIDED AT CONTRACTOR'S OPTION TO FROST LINE. DATE: 01/01/2022 SCALE: AS NOTED DRAWN: ML/AC CHECKED: MH TITLE: TYP. FOUNDATION DETAILS & SECTIONS SHEET NO.: S-200 Copyright(c)2022 by Hage Engineering PC I CENTERLINE OF COLUMN. . BEAM, SEE PLAN PROVIDE (3) %-0 THROUGH BOLTS TO WELDED STEEL SEE ARCH. FOR DECKING/FINISH CONN. PLATE. SEE 2/S-201 SIM. STEEL COLUMN, SEE PLAN. & ATTACHMENT DETAILS. STEEL COLUMN, SEE PLAN. I STEEL COLUMN, SEE PLAN. FOR HSS BRACE CONN. NOTCH T PILE TO $Y" WIDE SEE ARCH. FOR DECKING/FINISH SEE 12/S-302. NOT BEAM (JOISTS BEYOND), I FOR GIRDER BEARING & ATTACHMENT DETAILS. SHOWN FOR CLARITY. SEE PLAN. BEARING/CONN. V0 x 8" MIN. LONG. S.S. TIMBER PILE BELOW, SEE PLAN. " rrfn z 5" SOLID TIMBER BLOCKING. TYP. T FINISH LAG SCREW INTO TOP OF PILE. " " CONT. 2x RIM JOIST. T FINISH " i CONT. 2x EDGE JOIST.- SEE ARCH. TYP. (4 TOTAL). 0 x 8 MIN. LONG. S.S. IF 0 S.S. THROUGH BOLTS I SEE ARCH. LAG SCREW INTO GIRDERS & �" AT PLATE TO BLOCKING. GIRDER, SEE PLAN. TYP. S 01 BASE PLATE, SEE PLAN DETAIL ( BLOCKING. TYP. (4 TOTAL). S-101 4" TYP. (12 TOTAL). SECURED S.S. SHIMS FOR to/S-201. BLOCKING. VV1 II SOLID TIMBER II FULL BEARING. TYP. BASE PLATE, SEE DETAIL 1�1 1/4 " OWNERS: I (2) 34"0 S.S. THROUGH BOLTS I 2A/5-201. V0 x 8" MIN. LONG. S.S. 1 THICK STEEL BASE PLATE. " NOTCH T PILE TO _ " BEN HANSEN __ _ W/Y2 THICK STEEL PLATE / THICK WELDED STEEL LAG SCREW INTO TOP OF PILE. I CHRISTINE HANSEN _ _ CONN. PLATE W/ (3) %"0 TYP. (4 TOTAL). I ° STEEL COLUMN 420 STATE STREET N , , " --ii - S.S. �¢" THICK x 4" WIDE -- - s SEE PLAN. WASHERS. TYP. @BLOCKING 8Y WIDE FOR GIRDER ,, i °i i x 1'-Z' LONG PLATE EA. S.S. THROUGH BOLTS. SEE I o o I -$__ = BEARING CONN. o " _L1-_ "' F / -°' ° r/ o o SIDE OF PILE WELDED TO = NOTE 1. �I I TIMBER PILE BELOW, SEE PLAN. BROOKLYN, NY 11217 J I SOLID P.T. TIMBER BLOCKING I S.S. /s" THICK x 4" WIDE (GRAIN PARALLEL TO GIRDERS). c- BASE PLATE ALL AROUND. NOTCH & SHIM AS REQ'D. II! ARCHITECT OF RECORD: '*\I s ' FOR BEAM BEARING AT 1'I NOTCH TOP OF PILE AS x 1'-2" LONG PLATE EA. ( DOUBLE WOOD BEAM, SEE PLAN. NOTCH T/PILE AS REQ D. V P.T. SOLID BLOCKING. BASE PLATE. t REQ'D. FOR FULL BEARING HANSEN ARCHITECTURE + DESIGN I I OF BLOCKING. TYP. 420 STATE STREET SIDE OF PILE WELDED TO FOR I MIN. WIDTH OF I GIRDER, SEE PLAN. TYP. l ( SEE 1/S-201 SIM. FOR BROOKLYN, NY 11217 BASE PLATE ALL AROUND. i (2) %"0 S.S. THROUGH BOLTS. BEARING AT PLATE WASHER. , BALANCE OF DETAIL I i 6 '0 THROUGHBOLTS. IN (3) 1"0 S.S. THROUGH (BOLTS. TIMBER PILE, SEE PLAN. 1" THICK STEEL BASE PLATE. SEE 1/S-201 FOR THROUGH i TYP. @GIRDER TO PILE CONN. SEE NOTE 3. ( BOLTS & BALANCE OF DETAIL I (2) ROWS. TYP. 917.202.9706 i CHRISTINE@HANSEN-ARCHITECTURE.COM 17 4V NOTCH T/PILE FOR FULL I 646.246.3938 SEE 1 S 201 SIM. FOR BEARING OF BLOCKING. I BEN@BRHARCHITECT.COM THROUGH BOLTS. .BALANCE OF BOLTING NOT SHOWN CENTERLINE OF PILE. I-- FOR CLARITY.) STRUCTURAL ENGINEER: HAGE ENGINEERING PC P. SECTION AT Y12 COLUMN TO PILE CONN. TYP. PLAN DETAIL AT BASE OF COLUMN TYP. SECTION AT �l U COLUrMN TO PILE CONN. TYP. PLAN DETAIL AT BASE OF COL 560 NEW ORK, NYYI 052 2A 212.358.7778 (D-7s 1 2 MAIL@HAGEENGINEERIN .CALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS G COM NOTES: NOTES: NOTES: 1. SEE 1/S-201 FOR ADD'L INFO. 1. PROVIDE SIM. CONN. AT (2) MC8 W/ 1" THICK WELDED STEEL PLATE & (2) -"0 A325 1. SEE 2/S-201 FOR ADD'L INFO. 2. 3x FRAMING NOT SHOWN FOR CLARITY. S.C. BOLTS. 2. 3x FRAMING AND HSS BRACE NOT SHOWN FOR CLARITY. 3. PLATE SIZE MAY REQUIRE MODIFICATION FOR AS DRIVEN PILE CONDITION. SOLID BLOCKING @ HORIZONTAL EDGES OF PLYWOOD PANELS. TYP. / '16d PLAN & SHEAR WALL DETAILS. WALL END POST, SEE . SHEAR WALL END POST, SEE CONT. 2x BOTT. PLATE W 1 I EXTERIOR STUD SHEAR/BEARING I ( I I PLAN & SHEAR WALL DETAILS. I ( NAILS @ 6" O.C. TO RIM BOARD. 1 I WALL SEE PLAN & DETAILS ON I I I I ( (2) SIMPSON CS16x48" LONG I S-301. I I I I SEE TIMBER NOTES FOR PLYWOOD I I I ')� I I I I STRAPS AT SHEAR WALL END FLOOR SHEATHING & ATTACHIMENT. I 1 STRUCT. 1 PLYWOOD PANEL AT (2) SIMPSON CS16x48' LONG i POSTS, SEE PLAN. I I I I STRAPS AT SHEAR WALL END EXTERIOR FACE THROUGHOUT. I I I I I j l i I POSTS, SEE PLAN. FOR FINISH SEE ARCH. TYP.- TYP. SEE SHEAR WALL DETAILS I I NOTCH HOLE IN SHEATHING � I ON S-301 & SCHEDULE. I I I I I I JUST ENOUGH FOR FIT OF I I SIMPSON ML24Z ANGLE AT EA. I 1 STRAP. I I 1 ___ _ _ CONT. 2x RIM BOARD W 3 16d I I I JOIST TO RIM BEAM. I I T FINISH _ -J I / O T FINISH ------------1 T FINISH -----------J_ _ T FINISH -----_---J NAILS TO EACH JOIST. _ I --- --- 3v WIDE PSL RIM BEAM IN LIEU SEE ARCH. SEE ARCH. _ SEE ARCH. SEE ARCH. " I S.S. H8 SIMPSON TIE AT OF RIM BOARD, SEE PLAN FOR I CORNERS, POSTS, SHEAR I EXTENT. SEE NOTE 2. I FOR WATERPROOFING, FLASHING, I WALL HOLDOWNS, JAMBS I - INSULATION & FINISH SEE ARCH. I I AND AT 32' O.C. MAX. ( SECURE RIM BEAM TO LOW WOOD FROM JOIST TO LOW WOOD BEAM W/ S.S. 16d TOE NAILS @ - ----7�, ___ I (1) S.S. 16d TOE NAIL @ 6" O.C. --___ ------- BEAM. TYP. ------- -- J 6" O.C. STAGGERED - ---AT RIM BOARD TO LOW WOOD BEAM. FLOOR JOIST, SEE PLAN. _-- _-- S.S. H8 SIMPSON TIE AT CORNERS, JOISTS, SEE PLAN. TYP. --= POSTS, SHEAR WALL HOLDOWNS, SEE NOTE 2. (1) S.S. 16d TOE NAIL EA. SIDE DOUBLE WOOD BEAM, SEE PLAN. JAMBS AND AT 32" O.C. MAX. OF JOIST TO TOP OF EA. LOW FROM JOIST TO LOW WOOD BEAM. SIMPSON HANGER, TYP. WOOD BEAM. TYP. TYP. SOLID P.T. TIMBER BLOCKING NOTCH TOP OF PILE FOR DOUBLE (GRAIN PARALLEL TO GIRDERS) (3) 1"0 S.S. THROUGH BOLTS. WOOD BEAM BEARING. x 10" LONG SET @MIDPOINT CONT. RIM BEAM, SEE PLAN TYP. @ DOUBLE WOOD BEAM TO BETWEEN PILES W/ (2) S.S. & 3B/S-201. PILE CONN. CENTER BOLTS ON SEAL: PILE. TYP. U.O.N. TIMBER PILE, SEE PLAN. "0 BOLTS. TYP. , OF NE v` �S'CTION AT DOUBLE FOOD BEAM TYP. SECTION AT DOUBLE FOOD BEAM TYP. SECTION AT DOUBLE FOOD BEAM SECTION AT DOUBLE FOOD BEAM �r .1 3 3A 3B v 07s�31 SCALE: NTS (AT PILES) SCALE: NTS (BET{�EEN PII,ES) SCALE:NTS (AT BEST BALL) SCALE:NTS (AT My1�Ay Ap� $sso��`� NOTES: NOTES: NOTES: 1. FOR ADD'L INFO. & NOTES SEE 3/S-201. 1. FOR ADD'L INFO. & NOTES SEE 3A/S-201. 1. FOR ADD'L INFO. & NOTES SEE 3B/S-201. DATE: ISSUE: REV: 2. IF MULTIPLE RIM BEAM PIECES ARE REQUIRED FOR CONSTRUCTION, PROVIDE CONT. 2. WHERE THIS LOW BEAM IS OMITTED IN PLAN (ADJACENT CONC. WALL), PROVIDE ITS HANGER Jan 1, 2022 DOB Submission PIECES BETWEEN PILES AND BUTT THEM TOGETHER AT PILE CENTERLINES. SECURE FROM JOIST TO RIM BEAM AND OMIT ML24Z ANGLE. HANGER NOT SHOWN FOR CLARITY. ABUTTING PIECES TOGETHER W/ SIMPSON HTP37Z. Lil SHEAR WALL, SEE PLAN I I I & SHEAR WALL DETAILS. I I I I I I I POST AT HOLDOWN, SEE PLAN & SIMPSON A35 ANGLE I I I I I I SHEAR WALL DETAILS. FROM RIM BOARD TO PSL I I I I I I I BEAM. SEE NOTE 2. I I >Y' TYP. FROM BOLT I I I I 1 I I I I •- I DOUBLE GIRDER, SEE PLAN. i I I CONT. LINE OF P.T. 2x I I I BLOCKING IN BETWEEN CENTER TO PLATE I ( I •� I JOISTS.EDGE. ALL AROUND. I I I W/ (3) S.S. 8d T FINISH ---------- J I BEAM, SEE PLAN. ilk T FINISH -----J I HOLDOWN, SEE PLAN & SHEAR - I TOE NAILS EA. END. ------ 11 SEE ARCH. - I WALL SCHEDULE. I (6) s8"0 COUNTERSUNK BOLTS. SEE ARCH. _ RIM BOARD, SEE 4/S-201 I _ AND NOTE 2. ilk T FINISH --------1 I I (4) S.S. TOE NAILS FROM PSL i BOLTS FROM PSL BEAM SEE ARCH. - (3) S.S. 10d TOE NAILS 4" - BEAM TO TOP OF PILE. II I _ TO PILE, SEE 5/S-201 FROM BLOCKING TO TOP S.S. PLATE, SEE 5/S-201. _ OF LOW WOOD BEAM. DATE: 01/01/2022 SCALE: AS NOTED S.S. " x 6" x 6" WASHER PLATE. 3" PILE BELOW. NOTCHED DRAWN: ML/AC �o BLOCKING/BRIDGING SEE -- FOR FIT OF PLATE. ----- -- CHECKED: MH ---- __ -- PLAN & TYP. DET. PSL BEAM, SEE PLAN. - - TITLE: ADD'L (2) BAYS OF SOLID =-- EXT. P.T. JOISTS, SEE S.S. 3/"x6Y" WIDE PLATE. �" MIN. (4) S.S. 34"0 BOLTS. BLOCKING ALIGNED W/ POSTS AT \"�:BOLTS FROM D09BLE GIRDER PLAN TYP HOLDOWN. TO PILE, SEE 3JS-201. TYP. FOUNDATION NOTCH TOP OF PILE FOR FIT OF S.S. PLATE. DETAILS & SECTIONS CONT. RIM BOARD. SHEET NO.: TYP. SECTION AT PSL BEAM CTION AT PSL BEAM SECTION AT PSL BEAM ) SECT'O�N �ATDOUBLE FOOD BEAM SCALE:NTS *_LESCALE:NTS (AT HOMOINS) �B SCALE:NTS (PLAN VIM LT CORNER) s SCALE:NTS AT EXT. DECK ( NOTES: NOTES: NOTES: NOTES: -2 1 1. FOR ADD'L INFO. & NOTES SEE 3/S-201. 1. FOR ADA INFO. & NOTES SEE 3/S-201. 1. FOR ADD'L INFO. & NOTES SEE 3/S-201. 1. FOR ADD'L INFO. & NOTES SEE 4/S-201. 2. SEE PLAN & 3A/S-201 FOR PSL RIM BEAM LOCATIONS. Copyright©2022 by Hage Engineering PC l CENTERLINE OF SHEAR - HOLDOWN W/ PREWELDED ANCHOR WALL, STEEL BEAM AND TO STEEL BEAM AT SHEAR WALL - ' POST SEE PLAN & SHEAR WALL CONC. WALL SCHEDULE. ' BUILT-UP POST, SEE PLAN. SHEAR WALL, SEE PLAN. Tv- s4"x6"x12" BEARING PLATE OVER 1" i I I MIN. N.S. GROUT W/ (4) "0 I I SIMPSON SHEAR WALL, I I I. I BOLTS FROM BEAM TO CONC. WALL I 3 I PSL EDGE BEAM, SEE PLAN & SEE PLAN. -30 I I I SHEAR WALL BOTTOM I I " I , I 5/S-201. I I FOR SHEAR WALL CONN. PLATES, PLATE BOLTED TO STEEL I. I See THICK x 6 WIDE I t (2) MC8, SEE PLAN. I I SPACERS & BOLTING TO (2) MC8 I; • • I SHEAR PLATE EA. SIDE I I I SEE 3 S 301. TYP. BEAM W/ 22"0 BOLTS @ t I 1/4 OF EDGE BEAM W/ (2) / - 16" O.C. STAGGERED. -- BOLTS TO PSL BEAM. I L__-- - --- ----- -- STEEL BEAM, SEE PLAN. - I - - _ I STOP RIM BOARD/BEAM TIGHT OWNERS: SEE 13/S-300 FOR 1 " " " I NOTCH BOTTOM OF PSL ill ill II Ili I AT EA. SIDE OF (2) MC8. i 1 x11 x12 S.S. BEARING 1 4 __--,- I BEN HANSEN WEB BLOCKING CONN. 1 ill I1 ICI Irl BEAM AND PROVIDE SHIMS " SECURE RIM BOARDS BEAMS EA. PLATE. SECURE TO TOP I CHRISTINE HANSEN (2) 15 TOP. I FOR FULL BEARING ON _ / I OF PILE W/ (2) S.S. 5Y MIN. 420 STATE STREET SIDE OF 2 MC8 W 2 BROOKLYN, NY 11217 3 `- ------ LOW WOOD BEAM & I SIMPSON CS16x48" LONG STRAPS. I ` ` /"s� x 8" LONG LAG BEARING PLATE. - -- - \�3 J---------- SCREWS. _ _ ARCHITECT OF RECORD: II --= " A325 BOLTS FRO ---_ SEE NOTE 3. WOOD BEAM BEYOND, I PROVIDE STEEL SHIMS NOTCH AS REQ D. FOR FIT PROVIDE EMBEDDED ( ( AS REO'D. FOR FULL =_= OF PSL OVER LAG BOLT (2) GALV. MC10x22 == S.S. PLATE TO (2) MC8. _-- HANSEN ARCHITECTURE + DESIGN FACE MOUNTED HANGER I I BEARING. ( HEAD. STUBS W/ (6) %4"0 (2 PER STRAP/MC10). 420 STATE STREET 1 BOLTS TO PILE. TYP. " BROOKLYN, NY 11217 IN CONC WALL FOR (6) % 0 BOLTS THROUGH ALL SUPPORT. LOW WOOD BEAM BOLTED TO AT PILE BELOW EXTERIOR LOW WOOD BEAM BOLTED COMPONENTS AS SHOWN. 917.202.9706 TO PILE & SECURED TO PILE & HUNG FROM JOIST S.S. Y"x3Y"x11" T.&B. WALL NOTCH AN ADD L " " " " CHRISTINE@HANSEN-ARCHITECTURE.COM BEYOND W/ (2) S.S. H8 PLATES W CONC. WALL, SEE PLAN FACE OF CONC. WALL /Y FILLET J� AT TOP OF PILES FOR Yz THICK x6 WIDE S.S. BUILT-UP SIMPSON TIES. WELD ALL AROUND TO FIT OF STEEL PLATE. 'L' PLATE W 3" HORIZ. LEG. JOIN 646.246.3938 �J� BEN@BRHARCHITECT.COM FOR SIZE & REINF. BEYOND CEEMOUNTED EMBEDDED R. ' MC10 STUBS. TYP. w PIECES OF PLATE TOGETHER W/ FULL PEN WELD. TYP. PLATE TO BEAR FULLY STRUCTURAL ENGINEER: ON PILE NOTCH. PILES, SEE PLAN. TYP. HAGE ENGINEERING PC 560 BROADWAY, #501 NEW YORK, NY 10012 212.358.7778 SECTION AT STEEL BEAM/CONC. WALL SECfONA�T1110 BEARING AT PILE ELEVATION AT SIMPSON SHEAR BALL AT PILES MAIL@HAGEENGINEERING.COM SCALE:NTS SCALE: SCALE:NTS NOTES: NOTES: NOTES: 1. FOR ADD'L INFO. & NOTES SEE 3/S-201. 1. FOR ADD'L INFO. & NOTES SEE 1/S-202. 1. FOR ADD'L INFO. & NOTES SEE 3/S-201 & 3/S-301. 2. DO NOT FABRICATE STEEL UNTIL PILE DEVIATIONS ARE CONFIRMED. 3. STAINLESS STEEL STUB/PLATE & SECURED SHIM FOR FULL BEARING OF (2) MC8. AS AN ALT. CUT PILE AT BOTTOM OF STEEL ELEVATION & PROVIDE SECURED S.S. SHIMS ONLY. CENTERLINE OF SHEAR WALL, CENTERLINE OF SHEAR WALL, STEEL BEAM, STEEL COLUMN STEEL BEAM, STEEL COLUMN AND CONC. WALL BEYOND. ' AND CONC. WALL BEYOND. NAILER AT STEEL POST, fl , �I SHEAR WALL BEYOND, SEE SECURE TO STEEL POST PER I I PLAN. SHEAR WALL, SEE PLAN. i I 14/S-300. TYP. I I I STEEL COLUMN, SEE PLAN. STOP SHEAR WALL I I I STEEL COLUMN, SEE PLAN. I N l BOTTOM PLATE EA. SIDE I , I BEAM, SEE PLAN. I !I I OF STEEL POST. t I I I I I I FOR STEEL COLUMN BEARING BEAM, SEE PLAN. ' I ON BEAM, SEE 5/S-302 SIM. L LTA-0j," SECURE BEAM TO COL PER 1/S-302 SIM.14 I I -T- SHEAR WALL, SEE PLAN & - BASE PLATE, SEE 1 S-201. I SHEAR WALL SCHEDULE FOR LINOT ALL DETAILS & I I STUD SIZE & SPACING, L_54"x8"x12" BEARING PLATEFASTENERS SHOWN FOR I I BLOCKING & FASTENER --------- I OVER I" MIN. N.S. GROUT --------- CLARITY. I I DETAILS. i W/ (4) %-0 BOLTS FROM = = I I I BEAM TO CONC. WALL BOLTS LOW WOOD BEAM, SEE I NOT SHOWN FOR CLARITY. j j (4) 2X STUD BUILT-UP POST PLAN. ' i -+ I I W/Y�BOLTED T OLTSE@ tOL6M O.C. f I WOOD BEAM BEYOND, s/"!� S.S. THREADED RODS @ 16" PROVIDE EMBEDDED i , ( I I STAGGERED. SEAL: CONC. WALL BEYOND. O.C. STAGGERED W/ HILTI HIT I FACE MOUNTED HANGER I HA HY-200 W/ 5" EMBED. PROVIDE IN CONC WALL FOR I 1� I I _ I S.S. SHIMS AS REQ'D. FOR TIGHT j SUPPORT. ' _----- I 0� � f%3 FIT OF LOW BEAM AGAINST WALL I I I I STEEL COLUMN, SEE PLAN. /�C� SEE PLAN FOR LOCATION. CONC. WALL, SEE PLAN. 7- 0.73 I I 1, RQeSSi4P� (:D_SECTION AT STEEL BEAM/CONC. ITALL SECTION AT STEEL BEAM/CONC. MALL PLAN AT COLUMN DATE: ISSUE: REV: SCALE:NTS (AT M. DECK) SCALE:NTS (AT per) 5A SCALE:NTS (AT SHEAR � ,� Jan 1, 2022 DOB Submission NOTES: NOTES: NOTES: 1. FOR ADD'L INFO. & NOTES SEE 3 & 6 ON S-201 AND 1/S-202. 1. FOR ADD'L INFO. & NOTES SEE 4/S-202. 1. FOR ADD'L INFO. & NOTES SEE 5/S-202. CENTERLINE OF COLUMN. STEEL COLUMN, SEE PLAN. , 1"x9"xt'-6" BASE PLATE W/ DOUBLE WOOD BEAM, SEE (4) S.S. 3/4"0 BOLTS TO TOP OF MARINE GRADE PLYWOOD PLAN. STEEL BEAM. DOUBLE WOOD BEAM/ COLUMN, SEE PLAN. SHIMS W/ (4) YB"O S.S. GRILLAGE BEAM, SEE I JOIST, SEE PLAN. SECURE BOLTS & CONN. POINTS & SECURED S.S. SHIMS PLAN. , �"0 x 8" MIN. LONG. S.S. TO FITTED SHEAR TAB AT AT 4'-0" O.C. MAX. FOR FULL BEARING. LAG SCREW INTO TOP OF PILE. GRILLAGE. 1/4 , I FOR JOISTS, SEE PLAN. I s 6202 TYP. (4 TOTAL EA. PILE). PLAN. SEE NOTE 1. DOUBLE WOOD BEAM SEE T FINISH TYP. SEE ARCH. TYP. 1" THICK STEEL BASE 1/4 6" TYP. PLATE. -- " FITTED FULL DEPTH (6) -Y"O S.S. THROUGH BOLTS EA. I STIFF. CENTER W/ 4" TYP. SIDE. (12 TOTAL PER SPLICE). I I(2) "0 S.S. THROUGH I COLUMN AND PILES. 6" TYP. ' SOLID TIMBER BLOCKING DATE: O1/O1/2022 BOLTS. TYP. X- 4" ---- SCALE: AS NOTED BLOCKING DEPTH TO MATCH I I 1 4 EA. SIDE. MIN. LOW WOOD BEAMS). ---- DRAWN: ML/AC 1= `�_ _ !_=1f==1 ==I1 - S.S. PLATE, SEE DETAIL S.S. FITTED FULL I I - I I / " " ___- CHECKED: _I+ _ =i 1/S-201. TYP. DEPTH SHEAR TAB. I I I I I I I I IZ (1) 0 S.S. x 5 I MH - -I- I I I I t LONG LAG SCREW TO L8x4x%6 S.S. ANGLE If I I I LJ L 11 CENTER W/ COLUMN & + it if II II UNDERSIDE OF EA. I (LLV) x 7" WIDE EA. E" (2) -"0 S.S. PILES. SEE NOTE 2. GRILLAGE BEAM, SEE II II II II SIDE OF PILE. MEMBER (4 TOTAL). THROUGH BOLTS PLAN. 1111 SEE NOTE 1. ' TYP" FOUNDATION W/Y" THICK NOTCH JUST ENOUGH , I (2) 34 0 S.S. THROUGH STEEL PLATE I ( DOUBLE WOOD BEAM, SEE OF BOTTOM OF BOLTS. I WASHERS. TYP. PLAN. BEAM/JOIST D ETA I LS & SECTIONS PLATE. FOR FIT GWER, SEE PLAN. TYP. TIMBER PILE, SEE , @ BLOCKING. PLAN (2) �"0 S.S. THROUGH BOLTS. TYP. A TIMBER PILE, SEE PLAN. CENTERLINE OF PILE.----i SOLID P.T. TIMBER BLOCKING ' (GRAIN PARALLEL TO GIRDERS). CENTERLINE OF PILE. SHEET NO.: SECTION AT GRILLAGE BEAM 0+ SECTION TYP. LOW BEAM SPLIXE DETAIL &IECUON AT DOUBLE JOIST S-202 SCALE:NTS A SCALE:NTS SCALE:NTS SCALE:NTS NOTES: NOTES: NOTES: NOTES: 1. FOR ADD'L INFO SEE 1/S-201 & 6A/S-202. 1. FOR ADD'L INFO. SEE 6/S-202. NOT ALL DETAIL SHOWN FOR CLARITY. 1. SEE PLAN FOR LOCATIONS. 1. PROVIDE SIM. CONN. AT (2) MC8 W/ (1) 34"0 A325 S.C. 2. DETAIL MAY REQUIRE MODIFICATION FOR AS DRIVEN PILE CONDITION. 2. PROVIDE SIM. CONN. AT (2) MC8 W/ 1" THICK FITTED STIFFENER & (2) BOLTS FROM ANGLE HORIZ. LEG TO BOTTOM FLANCE. "0 A325 S.C. BOLTS. CopyrightQ2022 by Hage Engineering PC I I PROVIDE SOLID WEB STIFFENERS WITH (2) ROWS OF NAILS TJI's @ BRIDGING & BLOCKING TJI/JOIST, SEE PLAN. TYP. @ 12" O.C. �M LOCATIONS. SEE MANUF. FOR (2) ROWS OF 12d METAL BRIDGING BY SIMPSON NAILS @ 6" O.C. 2x MIN. CONT. NAILER TOP FLANGE JOIST HANGER NAILED ' " CONNECTION REQ'TS. TYP. SEE NOTE 3. TJI/JOIST, SEE PLAN. FASTENED TO TOP FLANGE TO CONT. NAILER. SEE MANUF. Yz"0 BOLTS OR LAGS @ OR EQ. SEE MANUF. FOR 1 -6 O.C. STAGGERED. NAILS, SEE TIMBER NOTES. INSTALLATION REVS. PLYWOOD SHEATHING. OF STEEL BEAM PER FOR CONN. REQ'TS. SEE NOTE 3 BOLTS OR LAGS SHALL PENETRATE ALL ADJOINING HEADER, SEE PLAN. 1/2"0 BOLTS OR LAGS @ 13 S-300. & 1 S-300. TYP. MEMBERS END TO END. - 16" O.C. STAGGERED. TJI/JOIST, TYP. �' BOLTS OR LAGS SHALL PENETRATE ALL ADJOINING PROVIDE WEB D/4 MEMBERS END TO END. � STIFFENER AT EACH SIDE OF o iv r WEB. TYP. SEE MIN. '7 ------- -- - OWNERS: D _ 1/S-300. D/4 0 0 0 -- MIN. JOIST/BEAM, SEE PLAN. AT TJI FRAMING: TJI/JOIST, SEE PLAN. SOLID BLOCKING (2 BAYS MIN.) AT EACH END OF BRIDGING PROVIDE WEB STIFFENERS BEN HANSEN ( ) AT EA. SIDE OF WEB PER CONT. WOOD WEB BLOCKING TJI/JOIST, SEE PLAN. TYP. CHRISTINE HANSEN LLINES. SECURE WITH 6 10d TOE NAILS TO EACH JOIST AT EA. SIDE OF BEAM PER 420 STATE STREET ITS TYP. JOIST HANGERS BY SEE DETAIL 2 & 3 ON EACH END. ALIGN WITH BRIDGING LINE. SEE NOTE 2. MANUF. RECOMMENDATIONS. JOIST HANGER BY 13/S-300. FOR FINISH SEE ARCH. TYP. BROOKLYN, NY 11217 SIMPSON OR EQUAL SEE NOTE 4. S-301 FOR BOLTING SIMPSON OR EQ. SEE OF BUILT-UP BEAMS. PROVIDE SOLID BACKER BLOCKS AT TJI DETAIL 1/S-300 AND ARCHITECT OF RECORD: BEAM HANGER AT HEADER FRAMING AT BLOCKING LOCATIONS. SEE WOOD BEAM/HEADER, SEE NOTE 3. TYP. STEEL BEAM, SEE PLAN. MANUF. FOR BACKER BLOCK ATTACHMENT HANSEN ARCHITECTURE + DESIGN TO TRIMMER, SEE NO 1. TRIMMER, SEE PLAN. REQ'TS. SEE NOTE 1. 420 STATE STREET NY 11217 ,KLYN TYP. BOLTING DETAIL TYP. JOIST TO TYP. JOIST TO BROO BROO LYN 2.9706 TYP. DETAIL AT HEADER/TRDViMER AT MULTIPLE BEAMS TYP. BLOCKING/BRIDGING DETAIL FOOD BEAM/HEADER CONN. DETAIL STEEL BEAM CONN. DETAIL CHRISTINE@HANSEN-ARCHITECTURE.COM 3 4 5 646.246.3938 1 SCALE: NTS SCALE:NTS SCALE: NTS SCALE: NTS SCALE: NTS BEN@BRHARCHITECT.COM NOTES: NOTES: NOTES: " NOTES: NOTES: 1. AT HEADER TO TRIMMER CONNECTION PROVIDE (2) 3/8"0 LAGS THROUGH 1. PROVIDE THE ABOVE DETAIL AT ALL BUILT-UP MULTIPLE MEMBERS. 1. PROVIDE CONT. LINES OF BLOCKING/BRIDGING @ 8-0 (MAX.) O.C. TRIMMER INTO END OF HEADER. 2. AT MEMBERS LESS THAN 8" DEEP PROVIDE (1) LINE OF BOLTS SEE PLAN FOR LOCATIONS. 1. BEAM IS A MULTIPLE MEMBER, BOLT TOGETHER PER DETAIL 2/S-300. 1. AT LOCATIONS WHERE ONLY BRIDGING OR SOLID BLOCKING STRUCTURAL ENGINEER: 2. AT TRIMMERS PROVIDE FOUR ADDITIONAL LAGS, (2) TO EACH SIDE OF HEADERS INSTALLED IN THE MIDDLE OF THE SEE PLAN FOR SIZE. ATTACHES TO STEEL BEAM, WOOD HAILERS MAY BE INSTALLED MEMBER. 2. BLOCKING SHALL BE %- THICK LSL AT TJI FRAMING AND 2x AT S HAGE ENGINEERING PC 2. AT SKEWED MEMBER PROVIDE SKEWED HANGER. TYP. IN INTERMITTENT 2-0 SEGMENTS. DIMENSIONAL LUMBER FRAMING IF APPLICABLE 560 BROADWAY, #501 FRAMING INTO TRIMMERS, (4 TOTAL). 3. AT TRIMMERS PROVIDE FOUR ADD'L BOLTS/LAGS, (2) TO EACH ( )• 3. AT ROOF RAFTERS ENSURE FASTENERS ARE INSTALLED IN ALL HOLES 2. PROVIDE DETAIL ABOVE AT ALL LOCATIONS WHERE TJI FRAMING 3. DETAIL SHOWN ABOVE IS FOR TJI JOIST TO PSL HEADER. OMIT WEB STIFFENERS SIDE OF HEADER FRAMING INTO TRIMMERS, (4 TOTAL). 3. DETAIL SHOWN ABOVE IS FOR TJI JOISTS. AT DIMENSIONAL FOR FULL UPLIFT CAPACITY. COORD. W/ MANUF. INSTRUCTIONS. ATTACHES TO STEEL BEAMS. NEW YORK, NY 10012 LUMBER/PSL/LVL OMIT WEB STIFFENERS AND PROVIDE SIM. DETAIL 3. IN LIEU OF TOP WOOD NAILER, TOP FLANGE HANGERS CAN BE 212.358.7778 AT DIMENSIONAL LUMBER FRAMING TO DIMENSIONAL LUMBER, LVL, OR PSL AS SHOWN ABOVE. PROVIDE PSL/LVL BLOCKING BETWEEN TJI/PSL WELDED OR FASTENED W/ P.A.F.'s TO TOP FLANGE OF STEEL MAIL@HAGEENGINEERING.COM ENGINEERED LUMBER. 4. AT NEW LUMBER FRAMING AND PSL/LVL JOISTS PROVIDE BA HANGERS BY FRAMING. SEE MANUF. FOR CONNECTION REQ'TS. BEAM PER MANUF. REQ'TS. 4. PROVIDE SIM. DETAIL WHERE DIMENSIONAL LUMBER AND PSL/LVL SIMPSON OR EQ. SIMPSON A35 OR EQ. FROM 5. HEADER CONNECTOR: HEADER PLATE TO KING STUD. ENGINEERED LUMBER FRAMING FRAME TO STEEL BEAMS (OMIT 5. HEADER CONNECTOR: HEADER PLATE TO KING STUD. - AT SOLID SAWN LUMBER HEADER, USE TYPE HB TOP FLANGE JOIST HANGER WEB STIFFENERS). BY SIMPSON OR EQ. 2x6 @ 16" O.C. CRIPPLE PROVIDE (2) ADD'L THROUGH 5. AT SKEWED MEMBER PROVIDE SKEWED HANGER. TYP. - FOR PSL/LVL HEADERS, USE TYPE HWP (HANGERS BY SIMPSON OR EQ. WALL ABOVE HEADER. BOLT AT EA. SIDE OF KING STUD 6. SEE MANUF. FOR ATTACHMENT REQ'TS. OF ALL FRAMING CONNECTORS. 2x PLATE ABOVE HEADER. LOCATIONS. SEE 4/S-400. 7. AT SKEWED FRAMING PROVIDE SKEWED HANGERS. FOR INSTALLATION SEE MANUF. TOP PLATE. PROVIDE SIM. CONN. FOR BOLTING AT MULTIPLE MEMBERS BUILT-UIP POST. AT CANT. BEAM. SEE SEE TYP. DETAIL 2/S-300. OMIT AT SEE PLAN. (3) 10d TOE NAILS SIMPSON A35 OR EQ. PLAN FOR LOCATION SINGLE MEMBER. TOP PLATE. EACH FACE (6 ° FROM EA. SIDE OF & ARCH. SEE NOTE 1. BEAM/HEADER, SEE PLAN. SEE PLAN TOTAL) TYP. U.O. F'rT N. _v POST TO TOP AND SEE NOTE 3. POST, SEE PLAN FOR NAILS, SEE ELEVATION (2) 16d COMMON NAILS BOTTOM PLATES. SIZE & LOCATION. o - PROVIDE BC POST CAP PLAN & NOTE 2. @ 6" O.C. TYP. ♦ OR EQ. BY SIMPSON. SPLICE. 01 SEE NOTE 1. LINTEL/HEADER, SEE PLAN. SHIM FOR POST AS + o II 0 3Y" TYP. @ SHOWN ---- " EA. END. WALL THICKNESS AS REQ 0. SEE NOTE 3. � � ON PLAN. � - .o. TYP JACK STUD TWO STUDS WITH SIZE - - ( STUD, SEE PLAN FOR LSTI49 STRAP @ - POST CAP CCQ BY TO MATCH ADJ. WALL STUDS). y"� LAG SIZE & SPACING. PERIMETER BEAMS. SIMPSON OR EQ. SHIM FOR BOLTING OF MULTIPLE ADJACENT NAILS SHALL (3) 10d TOE NAILS. TYP. U.O.N. SCREWS @ INSTALL PER MANUF. AS REQ'D FOR TIGHT MEMBER, SEE TYP. DETAIL SPLICE. BE DRIVEN FROM co I MIN. 4'-0" LAP SEE NOTE 2. 16" O.C. REQ'TS. FIT. FOR ATTACHMENT 2/S-300. OPPOSITE SIDES. SEE AT JACK SEE MANUF. PLAN DETAIL ABOVE. } WOOD SILL SEE 4. STUD TO PROVIDE TYPE ECCQ RECOMMENDATIONS. WOOD GIRDER. FOR NOTE 1. POST. CAP BY SIMPSON OR SEE NOTE 4. SIZE & LOCATION 1y" TYP. EQ. AT END CONDITION. SEE PLAN. 0 coCRIPPLE STUDS TO POST, SEE PLAN. SEE NOTE 2 & 4. MATCH WALL STUDS. SEE NOTE 4. SEE NOTE 2.-/ ELEVATION TYP. HEADER LINTEL TYP. WOOD POST BEARING SEAL: TYP. BUILT-UP POST DETAIL TYP. TOP PLATE SPLICED ETAILZTH CRIPP BALL DETAIL TYP. BEAM TO POST CONN. DETAIL ON FOOD GIRDER DETAIL ,tioF riF v 6 SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS 10 SCALE: NTS `��`� % CONOTES: NOTES: NOTES: NOTES: 1. U.O.N. PROVIDE ABOVE DETAIL AT BUILT-UP STUDS, JAMBS, AND POSTS, 1. FOR SILLS SPANNING 8'-6" OR LESS, PROVIDE (2) 2x6 MIN. 1. AT CANT. BEAM PROVIDE POST CAP CCQ OR EQUAL SEE NOTE 2. 1. AT THE POST CAP AND THE POST BASE PROVIDE PLYWOOD SEE PLAN. FOR SILLS SPANNING 13'-0", PROVIDE (4) 1y"x%" LVL OR (1) 2. AT POSTS EXPOSED TO WEATHER ALL CONN. HARDWARE SHALL BE S.S. OR HOT SHIMS AS REQ'D. FOR TIGHT FIT. `` I 2. PROVIDE 30d COMMON NAILS (D=0.207" L=4v") AT (3) 2x BUILT-UP POST. SY"x9Y" PSL DIP GALV. & PAINTED W/ AN EPDXY PAINT. COORD. W/ ARCH. PROVIDE 10d COMMON NAILS (D=0.148" L=3") AT (2) 2x BUILT-UP POST. 2. AT OPENINGS BETWEEN 4'-6" AND 6'-6", PROVIDE (1) A35 FROM 3. WHERE ADJACENT FRAMING IS PARALLEL TO BEAM PROVIDE (2) BAYS OF SOLID �4�v Qu23g1 SILL TO JACK STUD AT EACH END, AND AT OPENINGS BETWEEN BLOCKING CENTERED ON POST AT EA. SIDE OF POST. FAQ $StO�A�'� 8'-0" AND 13'-0", PROVIDE (2) A35 FROM SILL TO JACK STUD 4. AT PSL POSTS, POST CAP STRAP TO BE ORIENTED SO THAT BOLTS ARE INSTALLED AT EACH END. PERPENDICULAR TO THE WIDE FACE OF THE POST STRANDS. SEE PSL & POST CAP 3. AT OPENINGS BETWEEN 8'-0" AND 13'-0", PROVIDE ADD'L A35 MANUF. FOR ADD'L RECOMMENDATIONS. DATE: ISSUE: REV: FROM UNDERSIDE OF HEADER TO JACK STUD AT EACH END. 5. AT ALL POST CAPS AND JOIST HANGERS PROVIDE PLYWOOD SHIM AS REQ'D. FOR Jan 1, 2022 DOB Submission TIGHT FIT. Y"0 THRU-BOLTS @ 1'-6" O.C. STAGGERED. TYP. COUNTERSINK AS REQ'D. TOP NAILER. SEE NOTE 1. IOd NAILS SPACED @ 6" O.C. WOOD NAILER. SEE 13/S-300 FOR CONN. DETAIL WOOD POST, SEE PLAN. SEE CONT. 134"x11%" LVL STEEL BEAM, SEE PLAN. NOTE 3. NAILER EA. SIDE OF BEAM W/ (3) 8d @ 16" O.C. SHEATHING. (2) %"0 THRU-BOLTS. --_--- --- - ----_ WOOD NAILER 2x (NIN.) NAILER TO ' ' MATCH STUD SIZE. TYP. _= ;h y" BENT PLATE. SEE - Y"0 THRU-BOLTS @ 1'-6" O.C. STAGGERED. TYP. NOTE 2 & 3. COUNTERSINK AS REQ'D. AT SMALI WEB BLOCKING ' STEEI POST, SEE PLAN. � � � % DATE: O1 O1 2022 SEGMENTS, PROVIDE 2 BOLTS MIV. ' ' "0 THREADED STUDS @ SCALE: / / CONT. FITTED WOOD WEB BLOCKING TO HAVE AS NOTED FULL BEARING ON BOTTOM FLANGE OF STEEL : i DRAWN: ML/AC 3 16 ------ --- -- -- -- 1'-6 O.C. TYP. �- FRAMING CONN. TO STEEL BEAM. CHAMFER EDGES AS REQ'D. THICKNESS AS COUNTERSINK AS REQ'D. CHECKED: MH BEAM NOT SHOWN FOR JOIST, SEE PLAN. TYP. REQ'D. BY JOIST HANGER MANUF. FOR NAILING. SEENOTE 1. CLARITY. WEB BLOCKING. SEE FINISH, SEE ARCH. TYP. 13/S-300 FOR CONN. DETAIL STEEL BEAM, SEE PLAN. 14 TYP. TRLE: STEEL BEAM, SEE PLAN. WEB STEEL BEAM, SEE PLAN. BLOCKING NOT SHOWN FOR WOOD WEB BLOCKING TYP. DETAILS AND CLARITY. SEE NOTE 1. TYP. WOOD POST TYP. STEEL BEAM TYP. WOOD NAILER & WOOD WEB TYP. NAILER AT SECTIONS BEARING ON STEEL BEAM DETAIL ARA TO JOISTS CONN. DETAIL BLOCKING �AT STEEL BEAM DETAIL 14 STEEL POST DETAIL 11 SCALE:NTS @__P.LLEL SCALE:NTS 1 SCALE: NTS SCALE: NTS SHEET NO.: NOTES: NOTES: NOTES: 1. WHERE ADJACENT FRAMING IS PARALLEL TO BEAM PROVIDE (2) BAYS OF SOLID 1. OMIT NAILER AT LOCATIONS OF WELDED OR P.A.F.'d HANGERS. 1. AT HSS W6" THICK OR I.SS, CONTRACTOR MAY PROVIDE BLOCKING CENTERED ON POST AT EA. SIDE OF POST. 2. PROVIDE TOP NAILER ABOVE STEEL BEAMS AS REQ'D. FOR JOIST HANGERS SIMPSON TB SCREWS @i" O.C. IN LIEU OF WELDED 2. AS AN ALT. PROVIDE CCQ POST CAP WELDED TO BEAM TOP FLANGE W/ R6" FILLET AND/OR PLYWOOD CONT. SUPPORT. STUDS. INSTALL PER MfiJF. REQT'S. WELD ALL AROUND. 3. PROVIDE WEB BLOCKING AT JOIST TO BEAM CONNECTIONS. U.O.N. S-300 3. AT PSL POSTS, BENT PLATE/POST CAP STRAP TO BE ORIENTED SO THAT BOLTS ARE INSTALLED PERPENDICULAR TO THE WIDE FACE OF THE POST STRANDS. SEE PSL & POST CAP MANUF. FOR ADD'L RECOMMENDATIONS. Copyright©2022 by Hage Engineering PC I SHEAR WALL SCHEDULE PLYWOOD HOLDOWNS SILL CONNECTION SHEAR WALL ABOVE, SEE PLAN MARK WALL MIN. SHEATHING NAILING (SEE PLAN FOR LOCATIONS) ((2) MIN. EACH WALL SEGMENT WITH HOLDOWNS) AND SHEAR WALL SCHEDULE. SHEATHING SIMPSON SHEAR WALL OR WOOD 1/4 i SHEAR WALL, SEE PLAN. SHEAR WALL END POST, STUD FOR SHEAR WALL ABOVE, , STRUCT. I PLYWOOD. SEE s2" STRUCT. 1 tOd @ 6" O.C. @PANEL EDGES. HDUS-SDS2.5 BY SIMPSON OR EQ. W/ "0 %"0 BOLTS @ 16" O.C. WITH PLATE WASHERS. SEE PLAN & SHEAR WALL SW-1 ANCHOR. SEE NOTES 4 & 5. SEE NOTE 4. SEE PLAN. DETAILS ON THIS SHEET. � G� ONE-SIDED SEE NOTE 3. CONT. " THICK PLATE FOR EXTENT TYP SCHEDULE 2/S-301. SEE OF SIMPSON SHEAR WALL PANELS HOLDOWN, SEE PLAN & SCHEDULE. NOTE 1. PLYWOOD 1Od @ 12 O.C. @INTER. SUPPORTS 0.145 0 P.A.F. @ 6 O.C. FROM (SEE PLAN) W/ 1 4"0 HOLES FOR INSTALL PER MANUF. REQ'TS. NAILS PER SCHEDULE SHEATHING PLYWOOD TO TOP OF (2) MC8. TYP. SIMPSON SHEAR WALL BOLTS OR 2/S-301. SEE NOTE 1. (3) 2x BUILT-UP POST (OR s "� BOLTS @ 16" O.C. WITH PLATE WASHERS. SEE 'Y,s"0 HOLES FOR WOOD SHEAR WALL WOOD STEEL POST AS i 2" STRUCT. 1 10d @ 4" O.C. @ PANEL EDGES. HDUS-SDS2.5 BY SIMPSON OR EQ. W/ V 0 AM, SEE PLAN. / SW-2 NOTED ON PLAN ANCHOR. TYP. SEE NOTE 4. NOTE 4. SOLID BLOCKING @ RIM @ END & ONE-SIDED SEE NOTE 3. (2) %"0 A325 BOLTS @ 12" O.C. BOARD LOCATIONS. FOR _ OWNERS: SILL CONN. SEE SCHEDULE ) 10d @ 12" O.C. @ INTER. SUPPORTS T FRAMING CORNER OF SHEAR WALLS, PLYWOOD W/ (1) 1"x3"x8" BOLT SPACERS SOLID BLOCKING SEE _ BEN HANSEN 2/S-301. AND WHERE INDICATED ON SHEATHING AT EA. SIDE OF EACH BOLT (2 PLAN & 3/S-300. SEE ARCH. CHRISTINE HANSEN PLANS. SEE NOTE 2 & 3. (2) MC8, SEE PLAN. PLATES PER BOLT). SEE NOTE 3. 420 STATE STREET TYP. HDU8-SDS2.5 BY SIMPSON OR EQ. W/ %"0 %"0 BOLTS @ 16" O.C. WITH PLATE WASHERS. SEE J L " " " " CONT. 2x TOP PLATE BROOKLYN, NY 11217 L_J SW-3 � 2" STRUCT. 1 10d @ 4" O.C. @PANEL EDGES. ANCHOR. SEE NOTE 4. NOTE 4. --- - �2" - --- TWO-SIDED SEE NOTE 3. ! A EACH x5 PLATE W/ 1 Y 0 HOLES BETWEEN BEAM & SIMPSON -_ - PLYWOOD 10d @ 12" O.C. @INTER. SUPPORTSI AT EACH ANCHOR FOR SIMPSON SHEAR --- SHEAR WALL SECURED TO ARCHITECT OF RECORD: WALL SEE NOTE 1, AND W/ 'Ys"0 UNDERSIDE OF BEAM W/ %" MAX. GAP W WOOD SHIMS Y"0%3" STEEL PLATE SHEATHING PROVIDE EDGE JOIST HOLES FOR WOOD SHEAR WALLS. " " / STUD WALL, SEE PLAN. WASHER. TYP. AT Y2 0 LAS x 6 LONG @ SEE MANUF. REQ'TS. HANSEN ARCHITECTURE + DESIGN FOUNDATION ANCHORS. " " " EA. SIDE OF (2) MC8. " 4'-0" O.C. SEE NOTE 1. 420 STATE STREET " HDU14-SDS2.5 BY SIMPSON OR EQ. W/ 1 0 0 BOLTS @ 16 O.C. WITH PLATE WASHERS. SEE 1 0 GRADE 55 BOLTS FOR SIMPSON TO BROOKLYN, NY 11217 HOEDOWN ANCHORS AT SHEAR L. ! SW-4 t2" STRUCT. 1 tOd @ 6 O.C. @PANEL EDGES. ANCHOR. SEE NOTE 4. NOTE 4. WALL ENDS AND WHERE SHOWN TWO-SIDED SEE NOTE 3. SHEAR WALL, SEE SHEAR WALL %"x6"x6" WASHER PLATE. CURE SI MPSON SHEAR WALL . TOP PLATE PER MANUF. REQ'TS. SCHEDULE FOR WOOD SHEAR WALL 917.202.9706 IN PLAN. SEE SCHEDULE. SEE 1Y2" MAX. TYP. PLYWOOD tOd @ 12 O.C. @INTER. SUPPORTS ANCHOR SIZE. SIMPSON WSWH WALL, SEE PLAIN CHRISTINE@HANSEN-ARCHITECTURE.COM NOTE 4. SHEATHING & MANUF. INSTALLATION REQ'TS. 646.246.3938 BEN@B RHARCH ITECT.C OM TYP. SHEAR WALL DETAIL STRUCTURAL ENGINEER: TYP. SHEAR ITALL (PLAN DETAIL SHEAR BALL SCHEDULE 3 BEARING ON DOUBLE CHANNEL TYP. ELEVATION AT HOLDOUT HAGS ENGINEERING PC L� 560 BROADWAY, #501 1 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS NEW YORK, NY 10012 NOTES: NOTES: NOTES: 212.358.7778 1. PROVIDE BLOCKING AT ALL SHEATHING PANEL EDGES. 1. SHEATHING SHALL BE STRUCT. I, EXTERIOR GRADE PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. PANELS NOTES: MAIL@HAGEENGINEERING.COM 2. NAIL BUILT-UP POSTS TOGETHER PER TYP. DETAIL 6/S-300. SHAD_ BE CONTINUOUS OVER TWO SUPPORTS MINIMUM. COORD. W/ ARCH. FOR THICKNESS REQ'D. 1. W ADJACENT IN-LINE SIMPSON SHEAR WALLS PROVIDE "x6Y"x7" PLATE 1. AS AN ALTERNATE TO LAGS, THROUGH BOLT PLATES TO BEAM W/ 3. AT STEEL POSTS PROVIDE 2x NAILERS PER 14/S-300, SEE PLAN FOR 2. SEE 1/S-301 FOR ADD'L INFO. / (2) HOLES FOR ANCHORS. Yz 0 BOLTS @ 4 O.C. 2. A LOCATIONS. SECURE PLYWOOD TO NAILERS PER SCHEDULE 2/S-301. 3. PROVIDE PANEL EDGE NAILING AT ALL WALL TOP PLATES, BOTTOM PLATES, SILL PLATES, JAMB STUDS, CORNER POSTS, ALSO PROVIDE SPACERS AT BEAM ENDS AND @ 1'-6" O.C. MAX. AT LOCATIONS BEYOND SIMPSON SHEAR WALLS. 4. OMIT HOEDOWN WHERE SHEARWALL ENDS AT STEEL POST. AND ALL SUPPORTED EDGES OF INDIVIDUAL PLYWOOD PANELS. 4. AT THREADED STUDS WELDED TO STEEL BEAM, WELDS SHALL DEVELOP FULL TENSILE AND SHEAR STRENGTH OF STUDS. 5. PROVIDE (2) SIMPSON CS16x48" LONG STRAPS IN LIEU OF HDU5-SDS2.5 ANCHORS AT LOCATIONS NOTED ON PLAN. SEE 3B & 4 ON S-201. I I SOLID BLOCKING @ HORIZ. SHEAR/BEARING WALL ABOVE. SEE I PANEL EDGES. { PLANS AND TYP. DETAILS. I SEE ARCH. FOR ROOFlNG, 16d NAILS @ 4" O.C. I ` 1,,,,,--FOR FINISH SEE NOTE 1. TYP. WATERPROOFING, FLASHING, CONT. DOUBLE JOIST OVER I I I INSULATION, DRAINAGE, ETC. FOR HOLDOWNS AT ENDS & 2x SILL PLATE W/ (2) 16d NAILS SHEAR WAIL SECURED I ' I ROOF JOIST, SEE PLAN. TOGETHER PER 2 S-300. JAMBS, AND FOR SILL @ 8" O.C. & BOLTED TO BEAM PER / CONNECTION SEE SHEAR i } SHEAR WALL SCHEDULE. TYP. WALL SCHEDULE. PROVIDE PLYWOOD SHEATHING. I I T ROOF WELDED ROD & COUPLER FOR PLYWOOD SHEATHING & ----- ----- -------- AS REQ'D. TYP. j } I NAILING SEE TIMBER NOTES. SEE ARCH. IL t ----------� L- _______ T FLOOR SEE ARCH. I �FOR FINISH SEE ARCH. TYP. I ' I NAILS TO MATCH NAILING AT I I 16d TOE NAILS @ 6" O.C. _ PANEL EDGES PER SCHEDULE I I I I SHEAR WALL SCHEDULE. CONT. (2) �-V 2x TOP PLATE. ------- - - ------ ( . I I JOIST, I SEE PLAN. TYP. ; I (2)Y2"0 LAG BOLTS @ 2'-0" O.C. i INTERIOR SHEAR STUD WALL., 1 1 TYP. SEAL: I ' I SEE PLAN & SCHEDULE. STEEL BEAM, SEE PLAN. 1 1 :2x TOP PLATE SECURED TO BEAM F FOR WOOD TO STEEL I I PER SHEAR WALL SCHEDULE. r �"'� ift CONN. SEE TYP. DETAIL Ali �CO TYP. SHEAR BEARING TYP. SECTION AT INTERIOR SHEAR BALL Vsc N S EL BEAM DETAILSCALE:NTS (AT ROOF) ALE:NTS (JOISTS PERPENDICULAR TO MALL) �S51 NOTES: 1. FOR WATERPROOFING, FLASHING, INSULATION & FINISH SEE ARCH. DATE: ISSUE: REV: Jan 1, 2022 DOB Submission DATE: 01/01/2022 SCALE: AS NOTED DRAWN: ML/AC CHECKED: MH TFfLE: TYP. DETAILS AND SECTIONS SHEET NO.: S-301 Copyright©2022 by Hage Engineering PC I GROUND I STEEL BEAM, SEE PLAN. COL FIELD SPLICE r SMOOTH i A325 BOLTS (2) MIN. PER LEG. PROVIDE IF REQ'D. ADD'L BOLTS PER STD. AISC CONNECTIONS. SEE TYP. BEAM TO ; ; �- COL SEE NOTES 1, 2, AND 3. ALT. II: I� SPLICE A325 S.C. BOLTS ' ALT. I: BEAM CONN. DETAIL Z < TYP. T.&B. AS REQ'D. STEEL BEAM, SEE PLAN r r 5 COPE TOP do BOTT. AS REQ D. AS REQ D. T.&B. I do NOTE 2. 5/5-301 FOR. CONN. PROVIDE Y' THICK FULLY ' ' ' ' FULL DEPTH STIFF. I o o r r TO DEVELOP FULL , TO DEVELOP FULL & NUMBER OF BOLTS. WELDED CLOSURE PLATE STEEL COLUMN L4x3Yx,/6 (SLBB) EACH SIDE. MOMENT CAPACITY. MOMENT CAPACITY EA. SIDE. SEE NOTE 3. , SEE PLAN. FOR @TOP OF COL , ' ; "' " (4) �"0 A325 BOLTS. ; ( ; FINISH Ec F.P. SEE ARCH. FTI zALT. I: SEE NOTE 1. ♦ TYP. AS REQ'D. TO '+ +' 1 4 34"0 A325 S.C. BOLTS. DEVELOP FULL + + ♦ ♦ ' ' ' FOR NUMBER OF BOLTS, ♦ ♦ SHEAR CAPACITY ( I 1 4 TYP' e BOTT. PLATE' r ♦ I ' ♦ / SEE 1/S-302. r � r ♦ ♦ IF BEAM FRAMING ' ' �� Rom. ♦ I ; , i I ♦ I FULL RET. OWNERS: TO CANT. ; , 1/4 1 4 TYP. BEN HANSEN STEEL BEAM, ' PL CHRISTINE HANSEN ATE TOP & BOTT. TO DEVELOP PORTION OF ' ' BEAM, SEE PLAN. Y2' TOP PLATE 1" WIDER THAN BEAM ' ' 7 FULL FLANGE CAPACITY. i i �I 420 STATE STREET SEE PLAN. FLANGE W/ (4) Y4 0 A325 BOLTS OR ; ; STEEL BEAM, SEE PLAN. TYP. FULL DEPTH STIFFENERS BROOKLYN, NY 11217 STEEL BEAM, SEE PLAN FIELD WELD BOTT. FLANGE TO TOP PLATE HSS COLUMN SEE ' ' TO ALIGN W/ CENTERLINE ALT. II: 3 ' THICK WEB PLATE BOTH IF BEAM CANT. SEE PLAN. , , ' W/Y FILLET WELD BOTH SIDES. PLAN. FOR FINISH. SEE , , SHEAR TAB. FOR BOLT OF COLUMN ABOVE. TYP. ARCHITECT OF RECORD: NOTE 5. A325 S.C. BOLTS AS SIDES OF THE BEAM. ; ; ARCH. DWGS. CONCEAL ; ; REQUIREMENTS SEE STEEL BEAM, SEE PLAN. BOTH SIDES OF BEAM. REQ'D. TO DEVELOP COLUMN WITHIN ARCH. ; ; 1/S-302 SIM. TYP. r r HANSEN ARCHITECTURE + DESIGN FULL SHEAR CAPACITY. STEEL POST, SEE PLAN. ; ; FINISH. 420 STATE STREET 1/4 BROOKLYN, NY 11217 917.202.9706 TYPTYP. BEAM BEARING CHRISTINE@HANSEN-ARCHITECTURE.COM .t 646.246.3938 TYP. BEAM TO BEAM CONN. DETAIL TYP. BEAM SPLICE �10NNN. DETAIL DETAI�AT�TO�P �OF COLUMN TYP. BEAM TO COLUrMN CONN. DETAIL TYP. COLUMN TRANSFER DETAIL BEN@BRHARCHITECT.COM 1 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS STRUCTURAL ENGINEER: NOTES: NOTES: NOTES: NOTES: NOTES: HAGE ENGINEERING PC 1. PROVIDE (2) BOLTS FOR 8" AND 10- DEEP BEAMS. 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR SPLICE DETAILS AND LOCATIONS. 1. AT BEAM TO BEAM CONN. BOLT INTERSECTING BEAM TO STIFF. 1. AT SKEWED STEEL BEAM PROVIDE SIM. CONN. 1. AS AN ALT. WELD BASE PLATE TO BEAM W/Y' FILLET WELD 560 BROADWAY, #501 2. PROVIDE (3) BOLTS MIN. FOR 12" AND 14' DEEP BEAMS. 2. COORDINATE SPLICE LOCATIONS AND DETAILS WITH THE ARCHITECT. SPLICES SHALL PER BOLTING DETAIL (2) SIDES MIN. NEW YOR 3. AS AN ALTERNATE OR IF BOLTING IS NOT FEASIBLE PROVIDE Y" FILLET WELD NOT INTERFERE WITH ANY ARCHITECTURAL OR MECHANICAL DESIGN OR CLEARANCES. 2. AT HSS POST BEARING ON HSS BEAM OMIT BOLTS AND PROVIDE 7 NY 10012 3. AS A THIRD ALTERNATE, PROVIDE FULL PENETRATION WELDS AT FLANGES AND WEB. Y' FILLET WELD ALL AROUND. MAIL@HAGEE ALL AROUND IN LIEU OF BOLTS. 4. MODIFY TOP AND BOTTOM SPLICE PLATE LOCATIONS SHOWN ABOVE IF REQUIRED 3. AT HSS BEAM OMIT STIFFENERS. MAIL@HAGEENGINEERING.COM 4. AT SINGLE ANGLE CONNECTION PROVIDE L4x4x� x 6" LONG (MIN.) WITH ONE FOR CLEARANCES AND FIT OF ADJACENT ELEMENTS. LEG SHOP WELDED WITH FULL RETURN TO SUPPORTED MEMBER AND REMAINING 5. WHERE BOLTED CONN. DOES NOT INTERFERE WITH ARCHITECTURAL ITEMS, AT LEG THROUGH BOLTED WITH (2) �"0 A325 BOLTS (MIN.) INTO SUPPORTING MEMBER IN FIELD, UNLESS OTHERWISE NOTED. CONTRACTOR'S OPTION, A BOLTED CONN. CAN BE USED. 5. AT SKEWED STEEL BEAM PROVIDE SIM. CONN. 6. ALL EXTERIOR EXPOSURE STEEL, BOLTS, SHIMS, AND OTHER HARDWARE ARE TO BE HOT DIPPED GALVANIZED AND PAINTED WITH A COMPATIBLE EXTERIOR PAINTING SYSTEM IF REQUIRED BY ARCHITECT. I I GRIND SMOOTH ( II I I I I II I COLUMN SPLICE IF REQ'D. I I 3/4"0 BOLTS TO DEVELOP 100% BEAM r REACTION PER I II STRUCTURAL STEEL NOTES. I II I TOP OF COLUMN. (2) L6x3Yx3/B (LLV) x 534" LONG I) I HSS BEAM, SEE PLAN. A 0 BOLTS TO TOP OF COLUMN. \11 ( II I 3/8" SHEAS TAB.N A325 S.C. BOLTS TYP. TYP. CH SIE OF HSS BEA). (ONE FULL 1/2" ( T.&B. FLANGE TO I ilt/2" I 1/4 ' 1/4 RET• DEVELOP MOMENT CAPACITY. A325 S.C. BOLTS ------ - --- ----------- T ROOF TYP 1/4 I I I I) I _ WOOD POST, SEE PLAN. SEE ARCH. TYP. T.&B. FLANGE. L5x5x5/6 CLIP ANGLE. ' I OP F POST " BENT PLATE. SHIM AS ♦ I ♦ II ♦ ( SHIM AS REQ D. TYP. WOOD BEAM, SEE PLAN. I I AT T 0REQ'D. BEAM ♦ I TYP. ( BEAM () ♦ \BEAM " I PROVIDE 4" WELDED 1Y* All 1/4 > T7 W:--::::: 3/ (2) %"0 THROUGH BOLTS. ♦ I ♦ " 3"P ER 3/4 0 BOLTS. _ I ' ' 2" LONG1/4 16TOP AND BOTT. PLATES 3/8" SHEAR TAB TOP AND BOTT. PLATES /' TOP PLATE. TO DEVELOP FULL MOMENT CONN. TYP. FLANGE OF TO DEVELOP FULL HSS POST, SEE PLAN.CAPACITY. COLUMN COLUMN. MOMENT CAPACITY. SHIM AS REO'D. FOR FULL CONTACT. . SEAL: (2) 6 THICK PLATES (ONE STEEL BEAM, SEE PLAN. TYP. [7FULL PENETRATION ' 1/4 , STIFFENER PLATES WELD TOP & ; ; EACH SIDE OF BEAM WEB) W/ TOP do BOTT. TYP. BOTT. TYP. WEB OF COLUMN. (2) 5/8'0 THROUGH BOLTS. i i STEEL POST, SEE PLAN. (6) 34 0 ASTM A325 BOLTS. �" WELDED STIFFENERS. TYP. ���Q� r W6'x5"x5' BOTT. PLATE W/Y' FILLET COORD. W/ ARCH. FOR LOCATION 1 4 CIO WELD ALL AROUND TO CUP ANGLE AS (4'-0" MAX.). AT FLANGEIAT WEB ACCESSIBLE. ' THICK x 6"x 18" TOP s STEEL COLUMN, SEE PLAN. I PLATE W/ (4) Y4"0 BOLTS. W? \4'�v Q07391� �ca TYP. WOOD BEAM TYP. WOOD POST A�'oss'o�AL TYP. MOMENT CONN. DETAIL AT BEAM TO W-SHAPE COLUMN NN. DETAIL TO HSS POST BEARING ON STEEL POST 9 TYP. MOMENT CONN. DETAIL AT ROOF FRAMING 6 &LSCA DATE: ISSUE: REV: SCALE: NTS LE:NTS SCALE:NTS Jan 1, 2022 DOB Submission NOTES: 1. AS AN ALTERNATE TO THIS DETAIL, PROVIDE FACE MOUNT HANGER WELDED TO STEEL POST BY SIMPSON OR EQ. MEMBER CENTERLINES. TYP. -' THICK BENT PLATE W/ (4) Y4"0 S.C. BOLTS AT VERT. LEG TO COL FLANGE. COLUMN, SEE PLAN. ' Y" THICK CLOSURE PLATE. %4' BENT PL W/ 32' (� 1¢' THICK KNIFE GUSSET PLATE. HORIZ. LEG W/ (4) -Y4 I CENTER W/ COL & BEAM. S.C. BOLTS AT VERT. LEG ' HSS TO COL FLANGE. TYP.L6P I SEE PLANE, ' TYP. -� ----------- ♦ I r ♦ M - , , M -- BEAM- -♦ I -- \ + - BEAM \ , 1/4 7YP. ♦ I ♦ /> \ � DATE: 01/O1/2022 T FINISH SCALE: AS NOTED SEE ARCH. DRAWN: ML/AC 1/4 TYP. CHECKED: MH HSS JOIST, SEE PLAN. W P , HSS BRACE, SEE PLAN. L4x4x16 SEA ANGLE EA. SEE PLAN. CO MN �, y\ Y2' THICK KNIIFE I , . �Q. SIDE OF BRAE IF REQ'D. TITLE: WOOD BEAM, 1/4 , \ GUSSET PLATE. FOR DECK SPPORT. TYP. Ik Y"x12"x10" PLATE W/ (2) %"0 ( CENTER W/ COL TYP. TYP. DETAILS AND MIN. COUNTERSUNK SCREWS EACH / \ SIDE TO WOOD BEAM, (4 TOTAL). ( 1/4 TYP \. BASE PL SEE 2/S-201. ( \ SECTIONS \ MEMBER CENTERLINES. / ( `�1/4 TYP. SHEET NO.: ASCALESNTS' OISTTOWOOD BEAM CONN. DETAIL HSSBRACE CONN DETAIL HSSBRACE CONN DETAIL10 : 1 SCALE:NTS (AT FIRST FLOOD SCALE:NTS NOTES: NOTES: S-3u/. 1. ALL EXTERIOR STEEL TO BE GALVANIZED AND PAINTED. COORD. W/ ARCH. 1. .ALL EXTERIOR STEEL TO BE GALVANIZED AND PAINTED. COORD. W/ ARCH. 2. SEE 6/5-302 SIM. FOR ADD'L INFO. & NOTES. Copyright@2022 by Hage Engineering PC i FOR PARAPET PARAPET STUDS @ 1'-6" O.C. MAX. AT THIS LOCATION. ENSURE EACH fJ. SEE 4/S-401. PARAPET STUD ALIGNS W/ (1) STUD BELOW FOR CS16 STRAP. T WRAPPER T PARAPET r -- 9 CONT. RAFTER TO OVERHANG. FOR ROOFING, WATERPROOFING, I- -� SEE ARCH. SEE ARCH. FLASHING, INSULATION, PITCH, r� I - I S-30 FOR ROOFING, WATERPROOFING, FLASHING, BUTT RAFTERS FINISH, ETC. SEE ARCH. F-I I INSULATION, PITCH, FINISH, ETC. SEE ARCH. TYP. EXPOSED RAFTERS TOGETHER OVER ; ; FOR RAILING LOCATION, INFO. I SEE PLAN. CENTERLINE OF H2.5A EA. SIDE OF CONT. DOUBLE ' ��& ATTACHMENT DETAILS SEE I I CONT. SOLID BLOCKING AT RAFTER BEARING. ' ' ARCH. & MANUF. ' COL SPLICE IF REO'D. SEE �t PLATE TO EACH RAFTER. ______ BEAM. FOR GLASS WINDOW/DOOR WALL 5/S-302. V __ - i LOCATION, INFO. AND ATTACHMENT I � I H2.5A FROM -- ------ I . RAFTER TO I ; ; DETAILS SEE ARCH. I EXPOSED RAFTERS, SEE PLAN. I DOUBLE PLATE.I ------ -- ---- ----------- ---= -_=-_ ------------- SEE ARCH FOR DECKING/FINISH. FRAMING _ T FRAMING PSLBEAM f --------------- ---- ----------------------------3 Y2 -------- - - -- ----- -- ----- -------- -------------- x I " I SEE ARCH. SEE ARCH. �I SEE PLAN. I ( ( ) I ' ' " ' CENTER I I THROUGH BOLTS. I I �- v �I OWNERS: CANT. STEEL BEAM �� �� UNDER STUDS. I SEE PLAN. WOOD BEAM, SEE PLAN. I .. .I 2x BLOCKING IN I II FOR FINISH SEE ARCH. TYP. BEN HANSEN ' 6 CHRISTINE HANSEN BETWEEN RAFTERS. I --- -�1-L- ----� SHIM AS I --------------- ------------------------------------------------------- ---- --I--- ZY4"x5" ------------------------ --- -------------- ---------------------- ______ ___________________ i i i II 420 STATE STREET REO'D. TYP. ----------- ------------------------- ((( ------------- T FRAMING BROOKLYN, NY 11217 PLYWOOD ENSURE NO HORIZ. JOINTS IN PLYWOOD I �] CANT. HSS BEAM, SEE PLAN. CANT HSS BEAM, SEE PLAN. I AT PARAPET. TYP. THROUGHOUT PERIMETER OF I ICONT. (2) 2x6 SECURED TO BEAM PER 13/S-300. HSS BEAM, I I I SEE ARCH. WELDED CLOSURE SEE PLAN. TOP PLATE WELDED TO HSS & LOW BEAM, I I I I ARCHITECT OF RECORD: PLATE. BUILDING & AT WRAPPER. TYP. I I2x6 STUD EACH SIDE OF EACH RAFTER. SEE PLAN. I I TO POST W/Y" FILLET WELD CONT. (2) 2x6 I HANSEN ARCHITECTURE + DESIGN - FOR CONN. SEE DET. 11/S-302. ALL AROUND. T OPENING h j i SECURED TO BEAM I I I 420 STATE STREET SEE ARCH. , � , , PER 13 S-300. FOR CONN. SEE DET. 4 S-302 SIM. ------ --------------------------L---- -- -- --------------- BROOKLYN, NY 11217 STEEL BEAM (LOW), SEE PLAN. TYP. / / CONT. 2x PLATE. 1; TYP. CANT. STEEL BEAM SEE PLAN. �I 917.202.9706 ' " ' ' I SKEWED STEEL BEAM LOW STEEL BEAM, SEE PLAN. FOR SIMPSON CS16 STRAP @ EVERY STUD/PARAPET-STUD I I " ( ), SEE JOIST TO BEAR ON STEEL BEAM FOR MOMENT CONN. TO COL fI CHRISTINE@HANSEN-ARCHITECTURE.COM PAIR. CUT LENGTH OF STRAP AS REO'D. FOR STRAP II PLATE AND 4 HIGH STIFF. PLAN. TYP. @ EA. POST FLANGE. BOTT. FLANGE. NOTCH JUST WEB SEE 8 S-302. I MOMENT CONN. TO COL WEB / 646.246.3938 II �I SEE 8/S-302. TO EXTEND FROM TOP OF PARAPET AND TO WRAP TO I ENOUGH AT TOP OF JOIST FOR BEN@BRHARCHITECT.COM UNDERSIDE OF HEADER. SECURE PER MANUF. REO'TS. ' " ' ' II SKEWED STEEL POST, SEE PLAN. FIT. FOR SIZE SEE PLAN. TYP. STEEL BEAM, SEE PLAN. FOR �I STEEL POST, SEE PLAN. MOMENT CONN. TO COL I,I FOR GLASS DOOR WALL LOCATION, INFO.WINDOW I I FLANGE SEE 8/S-302. PI CONT. STEEL COLUMN, SEE PLAN. / STRUCTURAL ENGINEER: AN A CANT. SEE ARCH. HAGE ENGINEERING PC CANT. SEE ARCH. 560 BROADWAY, #501 NEW YORK, NY 10012 212.358.7778 MAIL@HAGEENGINEERING.COM TYP. SECTION 2 TYP. SECTION &SECSCALE: NTS (® CANT. HSS BEAM) (0 ROOF) SCALE:NTS �® ROOF) SCALE: NTS (@ 20 FLOOR) NOTES: NOTES: 1. ALL EXTERIOR EXPOSURE STEEL SHALL BE GALVANIZED OR PAINTED W/ EXTERIOR PAINT SYSTEM 1. FOR ADD'L INFO. AND NOTES SEE 1/S-400. APPROVED BY ARCHITECT. 2. ALL EXTERIOR EXPOSURE BOLTS, SHIMS, AND OTHER HARDWARE UNLESS OTHERWISE NOTED ARE TO BE HOT DIPPED GALVANIZED AND PAINTED WITH A COMPATIBLE EXTERIOR PAINTING SYSTEM IF REQUIRED BY ARCHITECT. SEAL of NIF CO ta'. 4� AA �`• $S1o��`' DATE: ISSUE: REV: Jan 1, 2022 DOB Submission DATE: 0110112022 SCALE: AS NOTED DRAWN: ML/AC CHECKED: MH TITLE: SECTIONS SHEET NO.: S-400 Copyright©2022 by Hage Engineering PC 1 SOLID BLOCKING @ HORIZONTAL EDGES OF PLYWOOD PANELS. TYP. B/W - - u EXTERIOR STUD SHEAR BEARING HOLDOWN W/ ANCHORS AT LOCATIONS SEE IARCOH. r ' ' f (2) 2x TOP PLATE. SEE NOTE 3. r -� CONT. WINDOW SILL PLATE. t ; / I SEE NOTE 1 ON 8/5-300. 2x6 STUD @ PARAPET. SPACING WALL SEE PLAN & DETAILS ON I I SHOWN ON PLAN, SEE NOTE 1. ITT S-301. I CONT. 2x BOTT. PLATE W/ 16d I HOLDOWN W/ ANCHORS. I CRIPPLE STUD WALL BELOWTO MATCH RAFTER SPACING &STRUCT. 1 PLYWOOD PANEL IWINDOW TO MATCH ADJ. WALLrNAILS @ 6 O.C. TO RIM BOARD. I STUD WALL SPACING BELOW. STRUCT. 1 PLYWOOD PANEL AT I �I I AT EXTERIOR FACE �I I I EXTERIOR FACE THROUGHOUT. I I I (2) BAYS OF BLOCKING BETWEEN 1 STUDS SIZE AND SPACING. - I __ FOR ROOFING, WATERPROOFING, SEE TIMBER NOTES FOR PLYWOOD THROUGHOUT TYP. U.O.N. I JOISTS. ALIGN W/ CONT. LINE OF ( T PARAPET FLOOR SHEATHING & ATTACHMENT. SEE SHEAR WALL DETAIL & I CONT. 2x BOTT. PLATE. TYP. r FLASHING, INSULATION, PITCH, TYP. SEE SHEAR WALL DETAILS L__ SEE ARCH. X BRIDGING. SEE 3/S-300. I I FINISH ETC. SEE ARCH. TYP. ON 5-301 & SCHEDULE. I FOR FINISH SEE ARCH. TYP. SCHEDULE. FLOOR JOIST. FOR SIZE & CONT. 2x BOTT. PLATE W L -------ORIENTATION, SEE PLAN. / ROOF JOIST, FOR WATERPROOFING, FLASHING, ------ 16d NAILS @ 6" O.C. TOSEE PLAN. -------- I �- ---- ------------ I RIM BOARD.INSULATION & FINISH SEE ARCH. T FRAMING T FRAMING I - SEE ARCH. I II SEE ARCH. CONT., (2) 2x TOP PLATE. I SEERARCH. (1) lOd @ 6" O.C. I - - T FRAMING CONT. Ue" TJ RIM BOARD W/ 1 II I CONT. 2x RIM BOARD W I SEE ARCH. (1) 10d x 3" LONG NAIL 70 11 (2) CONT. 1Ya TJ RIM BOARD. I II I / 1 11 EXTERIOR 2x CRIPPLE WALL (3) 10d x 3" LONG NAILS I t OWNERS: EACH FLANGE OF TJI. II I TO END OF RAFTER. BEN HANSEN II WEB STIFFENER PER I I II STUDS TO MATCH EXT./SHEAR I (1) 16d TOE NAIL @ 6" O.CJA JOIST MANUF. BOTH SIMPSON CS16x48" LONG I WALL STUDS. HEIGHT VARIES, I CHRISTINE HANSEN SEE ARCH. DWGS. SEE NOTE 2. I 1 16d TOE NAIL @ I 420 STATE STREET AT RIM BOARD TO TOP PLATE SIDES (AT TJI). STRAPS @ EVERY OTHER STUD, ( ) ( BROOKLYN, NY 11217 FLOOR JOIST, I6" O.C. AT RIM BOARD ALL CORNER STUDS, AND ALL MULTIPLE HEADER W/ CONT. SHIM I SEE PLAN. POSTS. TYP. CENTER STRAP AT .. FOR TIGHT FIT. SEE PLAN FOR TO TOP PLATE.SIMPSON CS16x48" LONG ST ------- RIM JOIST. ------------- SIZE SAND 8 S-300 FOR CONN. I _ fMATCH LOCATION AS NOTED '' -- r----- / ARCHITECT OF RECORD: .• - -------- - - ------- NOTE 2 OF 4/S-401. FOR CEILING INFO. & ATTACHMENT I I r EXTERIOR STUD I I " HANSEN ARCHITECTURE + DESIGN T OPNG. L J SHEAR/BEARING WALL SEE 1 I SIMPSON OTT1Z HOEDOWN W/ % xI 3" LONG LAG SCREW W WASHER TO420 STATE STREET DETAILS SEE ARCH. I Il SEE ARCH. ' PLAN & DETAILS ON 5-301. I FOR FINISH SEE ARCH. TYP. /' BROOKLYN, NY 11217 ITOP OF ROOF JOIST @ 48" O.C. ISEE SHEAR WALL SCHEDULE I CONT. (2) 2x TOP PLATE W/ (1) 8d I I FOR WINDOW/DOOR LOCATION &-�� I SIMPSON H14 TIE @ EACH RAFTER. 917.202.9706 FOR NAILING. I I NAIL DRIVEN AT ANGLE EA. SIDE OF I ; ; ; SOLID BLOCKING @ I WEB OF TJI. I I DETAILS SEE ARCH. TYP. I I CHRISTINE@HANSEN-ARCHITECTURE.COM SOLID BLOCKING @ HORIZONTAL - 1-�� PLYWOOD PANELS.AL TYP.OF CONT. (2) 2x TOP PLATE. EDGES OF PLYWOOD PANELS. 646.246.3938 BEN@BRHARCHITECT.COM TYP. TYP. SECTION AT EXT. SHEAR WALL TYP. SECTION AT EXT. SHEAR WALL TYP. SECTION TYP. SECTION AT ROOF STRUCTURAL ENGINEER: RAGE ENGINEERING PC i 2 3 4 560 BROADWAY, #501 SCALE:NTS (JOIST PERPENDICULAR TO RAM) SCALE:NTS (JOIST P� TO WAIL) SCALE:NTS �® T�INDOl�) SCALE:NTS (JOIST PERPENDICULAR TO TTALL) NEW YORK, NY 10012 NOTES: NOTES: NOTES: NOTES: 212.358.7778 1. PROVIDE HOLDOWNS ABOVE & BELOW FRAMING BETWEEN FLOOR LEVELS WITH THROUGH 1. FOR ADDITIONAL INFO. AND NOTES SEE 1/S-401. 1. FOR ADDITIONAL INFO. AND NOTES SEE 1 S-401 AND 8 S-300. MAIL@HAGEENGINEERING.COM / / 1. FOR ADD'L INFO. AND NOTES SEE 1/S-401 & 5/S-401. BOLTED THREADED RODS. SEE PLAN FOR HOLDOWN LOCATIONS. 2. PROVIDE THIS DETAIL AT ALL SIMPLE SPAN HEADERS WHERE T/HEADER 2. SIMPSON CS16x48" LONG STRAP @ EVERY STUD/PARAPET-STUD PAIR WHERE ELEV. IS LOWER THAN FLOOR/ROOF ELEV. COORDINATE HEADER ELEV. & RAFTERS ARE SPACED @ 1'-6" O.C. AND @ EVERY OTHER STUD/PARAPET-STUD LOCATION W/ ARCH. PAIR WHERE RAFTERS ARE SPACED @ 16" O.C., SEE PLAN FOR RAFTER SPACING. ALSO PROVIDE STRAP @ ALL KING POSTS, CORNER POSTS AND STUD WALL END POSTS. INSTALL STRAPS PER MANUF. REQ'TS. 3. LAP PARAPET TOP PLATES AT CORNERS BEYOND AND NAIL TOGETHER W/ (3) 16d FASTEN JOISTS TOGETHER W/ NAILS. (3) 16d NAILS. FOR PARAPET CONSTRUCTION, SOLID BLOCKING @ HORIZ. SEE 4 S-401. (2) ROWS OF 10d NAILS @ 6" O.C. PANEL EDGES. / OVERLAP JOISTS TO FUMY BEAR SHEAR WALL ABOVE. SEE PLAN--, ON' WALL BELOW & FASTEN SEE ARCH. FOR ROOFING, FINISH, � I FOR ROOFING, WATERPROOFING, TOGETHER W 3 10d NAILS. INSULATION, W.P., FLASHING, ETC. AND TYP. SHEAR WALL DETAIL I FOR HOLDOWNS AT ENDS & JAMBS, AND T PARAPET --- i T PARAPET -----� / ( ) I I FOR SILL CONNECTINON SEE SHEAR r FLASHING, INSULATION, PITCH, SEE ARCH. I FINISH, ETC. SEE ARCH. TYP. SEE ARCH. I I ________ CONT. LINE OF DOUBLE ROOF PLYWOOD SHEATHING, I I WALL SCHEDULE. PROVIDE WELDED ROD I L -------------- ( L - BLOCKING BETWEEN JOISTS. SEE TIMBER NOTES. SIMPSON CS16 x 24" LONG 1 I & COUPLER AS REQ'D. ___ T ROOF STRAP AT EVERY OTHER STUD. I I - ------- CONT. (2) 2x TOP PLATE. 1 SEE ARCH. I I FOR FINISH SEE ARCH. TYP. T FRAMING I T FRAMING 2x6 BOTT. PLATE W/ (2) 16d I I SEE ARCH. EXTERIOR 2x CRIPPLE WALL I SEE ARCH. (2) CONT. 2x RIM L STUDS TO MATCH EXT./SHEAR v I + SIMPSON H14 TIE NAILS @ 8" O.C. BOLTED TO I BOARD. WALL STUDS. SPACING TO I @EACH RAFTER. TOP OF BEAM PER SHEAR 1 L -___------- T 2ND FLOOR I MATCH RAFTER SPACING. ;LA Ir I + + SET H14 @ RAFTER WALL SCHEDULE. I SEE ARCH. W/ LONGER SPAN. I - ------ SEESTEEL BEAM,2 S-301 SEE PLAN WEB I I - CONT. 2x BOTT. PLATE. 1 --- --- ROOF JOIST, SEE PLAN. TYP. AD SHIM ROOF JOIST, SEE PLAN. 1 4 j ROOF JOIST, SEE PLAN. BLOCKING & NAILER CONN. I EXTERIOR STUD I MULTIPLE HEADER W/ CONT. FOR TIGHT FIT. SEE PLAN FOR PROVIDE (2) ROWS OF NAILS AT I FOR FINISH SEE ARCH. SEE NOTE 1. SHEAR/BEARING WALL I I I ( -v --------- SEE PLAN & DETAILS I 1�1 r SIZE AND 8A/S-300 FOR CONN. 1 r---_------- DOUBLE TOP PLATE. SEE SHEAR I " FOR FINISH, WATERPROOFING, `( ( WALL SCHEDULE FOR SPACING. 16d TOE NAILS @ 6 O.C. FROM FLASHING, AND INSULATION ON S-301. I I I JOIST, SEE PLAN & NOTE 2. PROVIDE ADD'L (1) BAY OF 2x BLOCKING T OPNG. L � J BLOCKING TO TOP PLATE. SEE ARCH. SEE ARCH. CONT. (2) 2x6 TOP"PLATE W/ I I I 1 1 I ALIGNED W/ PARAPET STUDS. (2) 16d NAILS @ 8 O.C. I I I I JOIST HANGER BY SIMPSON I INTERIOR WOOD SHEAR WALL I 1 OR EQ. SEE NOTE 1. SIMPSON CS16 STRAP @ EVERY ' CONT. SIMPSON SP2 STRAP @ SEE PLAN & TYP. DETAILS FOR T OPENING ' ' ' SEE ARCH. 1/4 I STUD/PARAPET-STUD PAIR. CUT LENGTH ; ; EACH STUD AND SIMPSON ----- I I OF STRAP AS REQ'D. FOR STRAP TO MSTC6693Z STRAP AT ALL ADD'L INFO. EXTEND FROM TOP OF PARAPET AND TO 1 POSTS. INSTALL STRAPS PER W/ (1) %404B0 BOLTS TO SHELF EA. MAX., ND 1,30 A AT EA.ER END.ND OF O.C. WRAP TO UNDERSIDE OF HEADER. SECURE MANUF. REQ'TS. L3x3 HANGER. SEE NOTE 3. SHELF ANGLE. SEE NOTE 3. SEAL: PER MANUF. REQ'TS. TW. INTERIOR SHEAR TIALL I 11F G`Y nT. SECTION AT ROOF TYP. SECTION AT ROOF 7 DETAIL AT TOP OF WALL �SCALE-NTS P. SECTION AT EXT.�SH�EAR�WA�LL. 5 SCALE: NTS (JOIST PARALLEL TO BALL) SCALE:NTS (® �dINDOT�) SCALE:NTS (JOISTS PERPENDICULAR TO WALL) 8 } NOTES: NOTES: NOTES: NOTES: 1. FOR ADD'L INFO. AND NOTES, SEE 4 S-401. 1. FOR ADDITIONAL INFO. AND NOTES SEE 3 S-401 AND 4 S-401. 1. FOR CEILING LOCATION, ELEVATION, INFO. AND ATTACHMENT c � / / / DETAILS SEE ARCH. 1. PROVIDE SKEWED HANGERS AT SKEWED EXTERIOR WALL. COORD. W/ ARCH. 2. PROVIDE SIM. DETAIL WHERE JOISTS PARALLEL TO WALL, SEE 5/S-401 FOR 2. WHERE ONE JOIST IS SHALLOWER THAN THE OTHER ALIGN THE 2. FOR JOIST ORIENTATION SEE PLAN. IF JOISTS RUNNING PARALLEL TO BEAM ` ���, 007391;1 ADD'L INFO. TOP OF THE JOISTS & PROVIDE GLUED SHIMS FOR FULL BEARING SEE 6/5-301 SIM. O, SS14taA�' OF SHALLOWER JOIST. FOR WINDOW FOR FINISH, FLASHING, WATERPROOFING, COPING, LOCATION, INFO. AND DATE: ISSUE: REV: ATTACHMENT DETAILS ' "" " ETC. INFO. & ATTACHMENT Jan 1, 2022 DOB Submission SEE ARCH. J i ll 11 DETAILS SEE ARCH. ' F'41 11CONT. (2) 2x TOP PLATE. --, T PARAPET B WINDOW n 2x6 CRIPPLE WALL r I I SEE ARCH. SEE ARCH. I II TO BEAR ON HEADER. SILL., SEE 8/S-300. I HISS BEAM SEE PLAN I 1 (2) BAYS OF SOLID I I FOR PLANTER LOCATION, __-i & 1/S-400. s-400 BLOCKING ALIGNED I CRIPPLE STUD WALL 1 I INFO. AND ATTACHMENT -li T WALL RAFTERS, SEE PLAN W PARAPET STUDS. �� I FOR PARAPET CONSTRUCTION, BELOW WINDOW, SEE 1 I DETAILS SEE ARCH. I I SEE ARCH. AND 1 & 2 ON S-400. / 3/S-401 & 8/S-300. 1 I -- ------------- ------------ -------------� i SEE 4/S-401. I r , L3x3xY6 x 2' LONG CLIP ANGLE P.T. PLANKS, SEE PLAN. I I -, I @ EA. SIDE OF STUB. TYP. 1 STEEL BEAM, SEE PLAN. I � }� � 1 1/4 TYP. ---' -- - - - - - -- I PSL BEAM, SEE PLAN. FOR WATER/WEATHER- Y 1 I I i HSS4x2x STUBS @ 6'-0" O.C. " PROOFING OF EXPOSED 1 + , , , 1 I S.S. L8x6x%6 LLV x 6 WIDE STEEL SEE ARCH. I ; ; ; ; } I STUDS @ 16" O.C. BETWEEN I _ BEYOND @ EA(STEEL BEAM ATTACH --_---------J T ZND FLOOR _ j I ; I 1 STUBS. TYP. I} I TO PSL BEAM W/ (4) %"0 BOLTS ' ' I ; ; I CONT. 2x BOTT. PLATE TO -- --- --- ---- ---- -- -- -= I (COUNTERSUNK AS REQ'D. AND TO SEE ARCH. ' --------------� ,- -, ---- ---------- --- ---- } -- --------- ---- - - -,- I I BE CUT @ EACH STUB. TYP. ---- ---------- -- - -- - I STEEL BEAMS W/ (2) 3/4"0 A325 DATE: O1/O1/2022 --------- -- BOLTS. SCALE: AS NOTED STEEL BEAM, SEE PLAN. DRAWN: ML/AC I 1 AT STEEL BEAMS BEYOND PROVIDE CHECKED: MH S.C. BOLTS @ CONN. I WELDED S.S. SHIMS FOR FULL 1 I �- -� ---- ---------- --------- -- _$_---------_____- BEARING OF PSL BEAM. ---- ---- --------- I 1/4 TYP. � � -------- TITLE: -_ --J I I I I -� - 1 ' (2) BAYS OF SOLID CONT. DOUBLE PLATE ' r��, I I STEEL BEAM BEYOND, SEE PLAN. BLOCKING ALIGNED HSS4x2xY STUBS @ 6-0 O.C. BEYOND. SEE 1/S-400. , , ,� SECTIONS I I , ,,,� , FOR FINISH, WATERPROOFING AND W/ PARAPET STUDS. FOR FINISH, FLASHING, P.T. JOIST, SEE PLAN. I RUST PROTECTION SEE ARCH. WATERPROOFING, INSULATION, 1 ( I 1) 5/"0 COUNTERSUNK BOLT. TYP. MECHANICAL DUCT ETC. SEE ARCH. TYP. I ' ' , SEE �� PSL BEAM, SEE PLAN. FOR CONN. TO PSL BEAM, SEE PLAN. I I @ EA. L3x3 TO CONT. PLATE. ARCH. & M/E/P DWGS. STEEL BEAM BEYOND, SEE PLAN. I I CONT. (2) 2x BOTT. PLATE. I I SHEET NO.: 9 TYP. SECTION A�TP�U NTERS TYPSCALE: NTS. SECTION......... 10 SCALE S-401 :NTS NOTES: 1. FOR ADD'L INFO. SEE 9/S-302 AND 1/S-400. Copyright©2022 by"age Engineering PC I GENERAL NOTES: EXCAVATION AND FOUNDATION NOTES: STRUCTURAL CONCRETE NOTES: TIMBER NOTES: r 1. ALL WORK SHALL COMPLY TO THE ACI CODE, LATEST EDITION, AS AMENDED BY THE NEW YORK STATE 1. DETAILS OF ALL WOOD FRAMING SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE AND 1 ALL WORK SHALL CODES, AND WITH THE REQUIREMENTS OF THE APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS.STATE AND 1, ALL MATERIAL, FABRICATION, INSTALLATION, AND INSPECTION REQUIREMENTS RELATING TO THE FOUNDATIONS SHALLLOC AND LOCAL BUILDING CODES. CONFORM TO THE NEW YORK STATE AND LOCAL BUILDING CODES. LOCAL BUILDING CODES. P 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDING DEPARTMENT PRIOR TO THE START 2. ALL STRUCTURAL WORK SHALL BE COORDINATED AND VERIFIED WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND 2. ALL CONCRETE SHALL BE NORMAL-WEIGHT CONCRETE 145 PCF (U.O.N.) HAVING A COMPRESSIVE 2. DESIGN, FABRICATION, AND CONSTRUCTION OF WOOD FRAMING SHALL CONFORM WITH THE FOLLOWING OF WORK. PLUMBING REQUIREMENTS. STRENGTH OF 5,000 PSI AT 28 DAYS AND A MAXIMUM WATER-CEMENT RATIO OF 0.40. CODES AND STANDARDS: 3. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DETAILS, THE MOST 3. THE CONTRACTOR SHALL DEMOLISH AND REMOVE EXISTING ELEMENTS AS INDICATED IN THE CONTRACT DOCUMENTS. THE 3. STRUCTURAL CONCRETE SHALL CONTAIN A WATER REDUCING, PLASTICIZING ADMIXTURE. ALL CONCRETE "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION", AMERICAN FOREST AND PAPER STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL REMOVE, TRANSPORT, AND DISPOSE OF ALL DEBRIS PROMPTLY. EXPOSED TO WEATHER SHALL CONTAIN AN AIR-ENTRAINING ADMIXTURE. ASSOCIATION. 4. COORDINATE THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL AND M/E/P DRAWINGS. 4. DEMOLITION REMOVALS SHALL BE DONE CAREFULLY. TAKE SPECIAL CARE NOT TO DAMAGE ANY EXISTING UNDERSLAB 4. ALL CONCRETE WORK: !MIXES, INSPECTIONS, AND FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF "TIMBER CONSTRUCTION MANUAL", LATEST EDITION, AS ADOPTED BY THE AMERICAN INSTITUTE OF 5. COORDINATE ALL WALL LOCATIONS, OPENINGS, WINDOWS AND DOOR LOCATIONS, AND SLAB DEPRESSIONS UTILITIES OR OTHER ELEMENTS NOT DESIGNATED FOR REMOVAL THE LOCAL BUILDING CODE AND ACI CODES. TIMBER CONSTRUCTION, INCLUDING THE "CODE OF STANDARD PRACTICE", ARC 106. CONFORM TO ACI HOT AND COLD WEATHER CONCRETING. WITH ARCH. DRAWINGS. 5. EXCAVATION SHALL BE PERFORMED SO AS NOT TO DISTURB EXISTING ADJACENT BUILDINGS, STREETS, AND UTILITY LINES. 5. 3. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH NO. 2 WITH A MINIMUM UNFACTORED BASIC OWNERS: VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK. HAND EXCAVATE AROUND AND RESUPPORT FB=900 PSI AND E=1,600,000 PSI. MAX. MOISTURE CONTENT OF 19%. 6. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DESIGN OF CONCRETE MIXES AND FOR BEN HANSEN 6. ALL DIMENSIONS AND ELEVATIONS FOR FINAL CONSTRUCTION SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND COORDINATED WITH ARCHITECTURAL AND M/E/P DRAWINGS. UTILITIES AS REQUIRED.P MAINTAINING STRENGTH AND PROPER SLUMP DURING CONSTRUCTION. CONCRETE MIXES SHALL BE 4. ENGINEERED LUMBER FOR JOISTS AND BEAMS SHALL BE 2.0E PARALLAM PSL BY iLEVEL CHRISTINE HANSEN 6. THE CONTRACTOR SHALL PROTECT ALL EXCAVATIONS FROM FLOODING AND EXISTING WATER TABLE AND PROVIDE DESIGNED IN ACCORDANCE WITH METHOD DESCRIBED IN THE GOVERNING CODE. THE MIX DESIGNSBEARING THE NAME OF THE PROJECT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW NO (WEYERHAEUSER) COMPANY AND SHALL HAVE A MINIMUM FB=2,900 PSI, E=2,000 KSI AND FV = 290 420 STATE STREET . 7. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY 'SHORING AND BRACING REQUIRED FOR PLUMBNESS, CONTINUOUS PUMPING AS REQUIRED FOR PERFORMANCE OF WORK. THE DEPTH OF EXCAVATION SHALL NOT BE CARRIED PSI. BROOKLYN, NY 11217 STRUCTURAL STABILITY AND SAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE IMPOSED DEEPER THAN SPECIFIED IN THE CONTRACT DOCUMENTS WITHOUT THE ENGINEER OF RECORD'S CONSENT. CONCRETE SHALL BE PLACED UNTIL CONCRETE MIXES HAVE BEEN APPROVED BY THE ENGINEER. SUBMIT UPON THE STRUCTURE DURING CONSTRUCTION. BRAKING AND SHORING AND SEQUENCES OF SUCH WORK THE PROPOSED CONCRETE MIX AND CYLINDER BREAKS FOR REVIEW BY ENGINEER OF RECORD. 5. ENGINEERED LUMBER FOR COLUMNS SHALL BE 1.8E PARALLAM PSL BY iLEVEL (WEYERHAEUSER) ARCHITECT OF RECORD: SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HIS/HER LICENSED ENGINEER 7. THE SUBGRADE FOR FOOTINGS, PILE CAPS, AND SLABS SHALL BE INSPECTED AND APPROVED BY THE SPECIAL INSPECTOR 7. ALL FORMWORK SHALL BE CONSTRUCTED SO CONCRETE MEMBERS AND STRUCTURES ARE OF SIZE, REGISTERED IN THE STATE OF NEW PORK STATE. ALL SUBMITTALS SHALL BEAR THIS ENGINEER'S SEAL OR SPECIAL INSPECTION AGENCY IMMEDIATELY PRIOR TO PLACING FOUNDATION CONCRETE. THE SPECIAL INSPECTOR OR COMPANY AND SHALL HAVE A MINIMUM FB=2,400 PSI, E=1,800 KSI AND FV = 190 PSI. AND SIGNATURE. SPECIAL AGENCY SHALL BE ACCEPTABLE TO THE ARCHITECT AND OWNER AND PRODUCE REPORTS SIGNED AND SEALED BY SHAPE, ALIGNMENT, ELEVATION, AND POSITION INDICATED WITHIN TOLERANCE LIMITS OF ACI 117. HANSEN ARCHITECTURE + DESIGN A PROFESSIONAL ENGINEER LICENSED IN NEW YORK STATE WHICH SHALL BE SUBMITTED TO THE ARCHITECT OUTLINING 6. ENGINEERED LUMBER FOR JOISTS AND BEAMS SHALL BE MICROLLAM LVL BY iLEVEL (WEYERHAEUSER) 420 STATE STREET 8. CONTRACTOR TO PROTECT AT ALL TIMES EQUIPMENT, PIPES AND OTHER EXPOSED OR EMBEDDED ITEMS WORK PERFORMED AND TEST RESULTS. 8. REINFORCING BARS SHALL BE DEFORMED STEEL BARS COMPLYING WITH ASTM A615, GRADE 60. COMPANY AND SHALL HAVE A MINIMUM FB-2,600 PSI, E-2,000 KSI AND FV- 285 PSI. BROOKLYN, NY 11217 ON THE SITE AGAINST DAMAGE. COORDINATE WITH ARCHITECTURAL AND M/E/P DWGS. AND REROUTE AS 9. ALL REINFORCEMENT TO BE CONTINUOUS U.O.N. REQUIRED. 8. SUBGRADES SHOULD BE THOROUGHLY CLEARED OF ALL MUD, DEBRIS AND LOOSE MATERIAL PRIOR TO THE PLACEMENT OF 7. ALL TJI JOISTS SHALL BE BY iLEVEL (WEYERHAEUSER) COMPANY. CHRIST 2.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM CONCRETE OR CRUSHED STONE. 10. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A185 AND SHALL HAVE A MINIMUM YIELD STRENGTH 8. TJI JOISTS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE 646.246.3938 9. SUBMIT SHOP DRAWINGS FOR ALL WORK. DO NOT PROCEED WITH ANY FABRICATION UNTIL THE SHOP OF 70,000 PSI. CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE BEN@BRHARCHITECT.COM DRAWINGS ARE FAVORABLY REVIEWED FOR ALL STRUCTURAL WORK, AND MECHANICAL/ARCHITECTURAL 9. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO CONTROL ICE, FROST, SURFACE AND SUBSURFACE WATER ERECTION AND PERFORMANCE OF THE TJI JOISTS. SHOP DRAWINGS RELATED TO THE STRUCTURAL WORK. SHOP DRAWINGS SHALL BE BASED ON FIELD SO THAT THE FOUNDATION WORK IS PERFORMED ON DRY SUBGRADE. 11. ALL REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI MANUAL OF STANDARD VERIFIED CONDITIONS. PRACTICE, UNLESS OTHERWISE NOTED. PLACING OF CONCRETE SHALL NOT START UNTIL THE PLACEMENT 9. TJI JOIST WEB STIFFENERS AND WEB FILLERS SHALL BE ERECTED IN ACCORDANCE WITH THE STRUCTURAL ENGINEER: 10. THE CONCRETE FOR EACH PILE CAP OR FOOTING SHALL BE PLACED IN ONE (1) CONTINUOUS PLACEMENT. OF REINFORCING HAS BEEN APPROVED BY THE SPECIAL INSPECTOR OR SPECIAL INSPECTION AGENCY. MANUFACTURER'S REQUIREMENTS. HAGE ENGINEERING PC 560 BROADWAY, #501 10. CONTRACTOR SHALL ALLOW IIJ BID FOR POSSIBLE MODIFICATIONS TO CONNECTIONS AND SECTIONS 0 12. CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING STEEL SIZES, SPACING AND 10. PREFABRICATED WOOD I-JOISTS SHALL BE DESIGNED AND FURNISHED IN ACCORDANCE WITH A CURRENT NEW YORK NY STEEL AND WOOD DUE TO FIELD VERIFIED CONDITIONS. 11. ALL SHEETING, SHORING, SUPPORT OF EXCAVATION, OR OTHER SIMILAR CONSTRUCTION REQUIRED SHALL BE THE 10012 CONTRACTOR'S RESPONSIBILITY AND SHALL BE SUBJECT TO INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE. PLACEMENT, SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. CODE-ACCEPTED EVALUATION REPORT. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS SHALL BE 212.358.7778 11. REVIEW OF SHOP DRAWINGS AND SUBMITTALS BY STRUCTURAL ENGINEER OF RECORD SHALL BE TO THE CONTRACTOR SHALL RETAIN A LICENSED PROFESSIONAL ENGINEER TO PROVIDE ALL NECESSARY DESIGNS, REQUIRED ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D-5055. MAIL@HAGEENGINEERING.COM REVIEW AND TAKE APPROPRIATE ACTION ON SHOP DRAWINGS FOR CONFORMANCE WITH THE STRUCTURAL INSPECTIONS AND SUBMITTALS CONFORMING TO THE LOCAL BUILDING CODE. 13. REINFORCING BARS, WELDED WIRE FABRIC, TIE WIRES AND ACCESSORIES SHALL BE EPDXY COATED FOR CONSTRUCTION DOCUMENTS BUT NOT FOR ACCURACY OF DIMENSIONS AND QUANTITIES REQUIRED FOR CONCRETE WORKS THAT ARE EXPOSED TO WEATHER OR UNDER WATER IN ACCORDANCE WITH ASTM 11. STAGGER PLYWOOD SHEATHING PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES PROPER CONSTRUCTION, WHICH ARE THE CONTRACTOR'S RESPONSIBILITY. 12. DO NOT PLACE CONCRETE WITHOUT FAVORABLY REVIEWED STRUCTURAL SHOP DRAWINGS AND MECHANICAL/ARCHITECTURAL A-775. DAMAGED EPDXY COATING ON REINFORCING MATERIALS SHALL BE TOUCHED UP TO THE UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER. 12. REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR SUBMITTAL AS SHOP SHOP DRAWINGS RELATED TO THE CONCRETE WORK. ORIGINAL COATING STANDARDS. DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND 13. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND PRECAUTIONS NECESSARY TO PREVENT DAMAGE AND SETTLEMENT 14. SUBMIT DETAIL DRAWINGS, AFTER COORDINATION WITH LATEST ARCHITECTURAL DRAWINGS, SHOWING THE 12. ALL DIMENSIONAL LUMBER COMPLY WITH DRY SIZE REQUIREMENTS BE MARKED "S-DRY" WITH A MAXIMUM OF 19% MOISTURE CONTENT. QUIREMENTS OF PS 20. RETURNED. (HORIZONTAL AND VERTICAL) OF EXISTING OR NEW CONSTRUCTION, INSIDE OR OUTSIDE THE PROJECT LIMITS. LOCATIONS OF ALL CONSTRUCTION JOINTS, CURBS, SLAB DEPRESSION, SLEEVES, OPENINGS, ETC. 13. SUBMIT PERIODIC INSPECTION REPORTS WITHIN ONE BUSINESS DAY AFTER RECEIPT BY THE CONTRACTOR 14. UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT, ALL FILL REQUIRED BELOW ANY PORTION OF THE STRUCTURE 15. REINFORCING SPLICES SHALL COMPLY WITH ACI 318, BUT SHALL IN NO CASE BE LESS THAN 40 13. ALL TIMBER CONNECTIONS SHALL BE ABLE TO DEVELOP THE FULL CAPACITY OF THE MEMBERS TO ARCHITECT DURING CONSTRUCTION. SUBMIT FINAL INSPECTION REPORT SUMMARY FOR EACH DIVISION SHALL BE COMPACTED IN 9" MAX. LIFTS TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D698 AND DIAMETERS, UNLESS OTHERWISE NOTED. ATTACHED. ALL CONNECTION HARDWARE SHALL BE SIMPSON STRONG-TIE CO. OR APPROVED EQUAL OF WORK, CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER, THAT INSPECTIONS WERE PERFORMED D-1557. REMOVE UNSUITABLE FILL AND REPLACE WITH CONTROLLED FILL AS REQUIRED FOR SOUND PLACEMENT of AND THAT WORK WAS PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS. FOUNDATIONS. NEW CONTROLLED FILL SHALL BE CRUSHED STONE, RECYCLED CONCRETE AGGREGATE OR GRANULAR SAND 16. MECHANICAL SPLICING IF REQUIRED, SHALL HAVE THE BARS CONNECTED TO DEVELOP AT LEAST 125 14. NOTCHES IN FRAMING SHALL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE ENGINEER. AND GRAVEL WITH LESS THAN 10% PASSING THE 1200 SIEVE. PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR. IF MECHANICAL SPLICING IS USED, SUBMIT 15. DO NOT CUT AND REFRAME ANY LUMBER WITHOUT THE PERMISSION OF THE ENGINEER. 14. PROTECT ALL WORK SCHEDULED TO REMAIN AND IF DAMAGED REPAIR TO MATCH EXISTING, INSTALL ANY PRODUCT LITERATURE DESCRIBING AND METHOD OF INSTALLATION. DUST PROOF PARTITIONS OR SCREENS REQUIRED TO PROTECT AREAS NOT BEING WORKED ON. 15. PROVIDE CONTINUOUS WATERSTOPS IN ALL EXTERIOR WALL CONSTRUCTION, CONTROL AND EXPANSION JOINTS; SEE 16. NAILING SHALL CONFORM TO NAILING SCHEDULE OF THE NEW YORK STATE BUILDING CODE AT MINIMUM, 15. ANY ADDITIONAL WORK/FRAMING/FOUNDATIONS NOT SPECIFICALLY SHOWN OR CALLED FOR IN THE ARCHITECTURAL DRAWINGS. INSTALLATION AND SPLICING OF WATERSTOP SHALL BE IN ACCORDANCE WITH 17. WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AND TIED SECURELY. OR AS SHOWN. TIES, STRAPS, AND NAILS SHOWN ETC. ARE IN ADDITION TO THE MINIMUM NAILING. RECOMMENDATIONS OF MANUFACTURER. COORDINATE WITH ARCHITECT. NAIL SIZES SHOWN BY PENNYWEIGHT SHALL BE COMMON NAILS PER ASTM F1667. ALL NAIL AND BOLT DRAWINGS AND SPECIFICATIONS, THAT ARE REQUIRED TO COMPLETE THE INTENT OF THE WORK, SHALL 18. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING AND LAP A MIN. OF SIZES SHOWN ARE MINIMUM. INCREASE SIZE AS REQUIRED FOR FINALIZED CONDITIONS. BE SUPPLIED AND INSTALLED BY THE CONTRACTOR' AS IF INCLUDED IN THE DRAWINGS/SPECIFICATIONS. 16. SEE ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING, DAMPPROOFING, PROTECTION BOARDS AND INSULATION DETAILS. 480 (UNLESS OTHERWISE NOTED). THE CONTRACTOR SHALL ADVISE THE ENGINEER OF SUCH OCCURRENCES. 17. ALL DECKING SHALL BE STRUCT I, EXTERIOR GRADE PLYWOOD SHEATHING 3/4" THICK MIN. "T. do G.", 16. FOR WATERPROOFING, FLASHING, DRAIN, PITCH POCKET, INSULATION, AND FIREPROOFING DETAILS, SEE 17. SOIL SUPPORTED FOOTINGS SHALL BE FOUNDED UPON UNDISTURBED NATURAL SUBGRADE (OR CONTROLLED COMPACTED 19. DO NOT PLACE CONCRETE WITHOUT FAVORABLY REVIEWED SHOP DRAWINGS. PANEL SPAN RATING OF 48/24 WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. PANELS SHALL BE FILL) WITH A MINIMUM BEARING CAPACITY OF 1 TON PER SQUARE FOOT AS FIELD VERIFIED AND APPROVED BY THE CONTINUOUS OVER TWO SUPPORTS MINIMUM, SEE PLANS do DETAILS FOR NUMBER OF LAYERS. ALL ARCHITECTURAL DRAWINGS. SPECIAL INSPECTOR OR SPECIAL INSPECTION AGENCY. THE BOTTOM OF THE FOOTING ELEVATIONS AND BEARING CAPACITIES 20. PROVIDE (2) ADDITIONAL 15 BARS AROUND ALL FLOOR AND WALL OPENINGS, AS PER TYPICAL OPENING FINISHED FLOORS SHALL BE LEVEL PLYWOOD SHALL BE GLUED CONTINUOUSLY AND FASTENED WITH 8d 17. AT ALL NON-LOAD BEARING PARTITIONS, PROVIDE SLIP CONNECTIONS THAT ALLOW VERTICAL MOVEMENT AS SHOWN ON THE DRAWINGS ARE ESTIMATED AND WILL REQUIRE VERIFICATION. FINAL, EXACT ELEVATIONS AND BEARING DETAIL NAILS AT 12" O.C. TYP. AND AT 4" O.C. AROUND BUILDING EDGES AND OPENINGS UNLESS OTHERWISE AT THE TOP OF ALL SUCH PARTITIONS. CONNECTIONS SHALL BE DESIGNED TO SUPPORT THE TOP OF CAPACITIES SHALL BE FIELD DETERMINED AND VERIFIED BY THE SPECIAL INSPECTOR OR SPECIAL INSPECTION AGENCY. 21. AT INTERIOR SPACES CONSTRUCTION JOINTS IN ALL SLABS SHALL NOT BE FURTHER APART THAN ZO NOTED. IF RESILIENT FLOORING OR CARPETING IS TO BE APPLIED TO THE PLYWOOD WITHOUT THE WALLS LATERALLY FOR STABILITY AND THE CODE-REQUIRED LATERAL LOAD. 18. THE PERIMETER OF THE GENERAL EXCAVATION AND LOCALIZED EXCAVATIONS SHALL BE RETAINED BY A TEMPORARY SOIL FEET IN ANY DIRECTION. CONSTRUCTION JOINTS IN WALLS SHALL NOT BE FURTHER APART THAN 40 UNDERLAYMENTS, THE PLYWOOD SHALL BE GRADE C-C "T. do G." SANDED OF EXTERIOR TYPE. GLUE SHALL BE ELASTOMERIC CONSTRUCTION ADHESIVE (OSI GREEN SERIES SUB-FLOOR Ec DECK HIGH PERFORMANCE ADHESIVE OR EQUIVALENT). 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL AREAS. PROVIDE ANY PROTECTIVE RETENTION SYSTEM. THE DESIGN, INSTALLATION, MAINTENANCE AND REMOVAL OF SUCH A SYSTEM (WHERE REQUIRED) FEET. SHALL BE THE COMPLETE AND SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL MEASURES DEEMED NECESSARY TO PROTECT PROPERTY AND PREVENT INJURY. MEASURES AND PRECAUTIONS NECESSARY TO MAINTAIN SAFETY AND TO PREVENT DAMAGE AND SETTLEMENT OF EXISTING 22. COORDINATE CONTROL AND EXPANSION JOINTS WITH ARCHITECT. 18. ALL DECKING SHALL BE CONTINUOUSLY SUPPORTED ON JOISTS AND SHALL BE GLUED CONTINUOUSLY 19. REMOVE ALL DEMOLITION MATERIALS FROM THE SITE PROMPTLY. TRANSPORT AND DISPOSE OF DEBRIS OR NEW CONSTRUCTION INSIDE OR OUTSIDE THE PROJECT LIMITS. ANY DAMAGE TO NEW OR EXISTING CONSTRUCTION AND FASTENED. PROVIDE CONT. FASTENED INSIDE OR OUTSIDE THE PROJECT LIMITS, CAUSED BY CONSTRUCTION TECHNIQUES OR MOVEMENTS OF THE SOIL RETENTION 23. ALL CONSTRUCTION JOINTS SHALL BE CLEANED AND MOISTENED IMMEDIATELY PRIOR TO PLACING NEW GLUED SLEEPERS, SHIMS, ETC AS REQUIRED FOR LEVEL / AS REQUIRED BY THE APPROPRIATE CODES. SYSTEM, IS THE RESPONSIBILITY OF THE CONTRACTOR. CONCRETE. DECKING INSTALLATION. TIMBER PILE FOUNDATION NOTES: 19. ALL PERIMETER CONCRETE WALLS AND GRADE BEAMS SHALL REMAIN LATERALLY BRACED UNTIL ALL FRAMING IS INSTALLED. 24. BAR SUPPORTS IN CONTACT WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. 19. MEMBERS SHALL BE SIT WITH CROWN UP AND HAVE A MINIMUM OF 3" BEARING. AO BACKFIWNG SHALL BE PERFORMED AGAINST ANY UNBRACED WALLS OR GRADE BEAMS OR ELEMENTS WITHOUT 1. ALL PILE MATERIALS AND OPERATIONS SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF THE NEW FRAMING. BACKFILLING SHALL BE DONE SIMULTANEOUSLY ON BOTH SIDES OF THE WALLS)/GRADE BEAM(S). 25. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. 20. PROVIDE ADDITIONAL JOIST UNDER PARALLEL NON-LOADING BEARING PARTITIONS THAT RUN MORE THAN 1/3 THE SPAN OF THE JOIST. YORK STATE AND LOCAL BUILDING CODE. 20. THE CONTRACTOR SHALL COORDINATE ALL ELEMENTS OF THE SOIL RETENTION SYSTEM WITH ALL ELEMENTS OF THE 26. SEE ARCHITECTURAL, HIVAC, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL WALL/SLAB SEAL: 2. PILES SHALL CONFORM TO THE SPECIFICATIONS OUTLINED IN ASTM D25 (LATEST EDITION), TABLE 2 AND PERMANENT BUILDING. OPENINGS. 21. PROVIDE DOUBLE JOISTS/SOLID BLOCKING BELOW SUPPORT OF ALL MECHANICAL EQUIPMENT, HEAVY APPLIANCES AND TUBS. pF Ne SHALL BE PRESERVATIVE TREATED FOR MARINE ENVIRONMENTS. PRESERVATIVE TREATMENT AND HANDLING 21 WRITTEN PERMISSION SHALL BE SECURED BY THE CONTRACTOR FROM OWNER OF ADJACENT PROPERTIES FOR ANY WORK 27. SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES, FLOOR DEPRESSIONS OF PILES SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL REGULATIONS, PILE MANUFACTURER'S AND CURBS. 22. SPLICE DOUBLE TOP SILL PLATES DIRECTLY OVER STUDS. STAGGER SPLICE OF EACH PLATE OVER A RECOMMENDATIONS, AND AMERICAN WOOD-PRESERVERS' ASSOCIATION (AWPA) STANDARDS M3, M4, AND U1. AFFECTING THEIR PROPERTIES PRIOR TO COMMENCING WORK. LENGTH OF (3) STUDS, MIN. SEE TYP. DETAILS. 22. ALL EXCAVATION SHALL BE BASED ON ENGINEERING DRAWINGS PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN 28. CONCRETE SLABS SHALL HAVE A MONOLITHIC FINISH AND SHALL BE SCREEDED, COMPACTED BY ROLLINGit 3. THE INSTALLER SHALL KEEP A COMPLETE RECORD OF THE PILE INSTALLATION OPERATIONS. ALL PILES OR TAMPING, FLOATED OFF AND GRADED AS REQUIRED. AFTER SUFFICIENT HARDENING SLAB SHALL BE 23. PROVIDE SHOP DRAWINGS FOR ALL REQUESTED ITEMS. SHALL BE ADVANCED INTO SOIL TO ACHIEVE THE REQUIRED DRIVING RESISTANCE OR UNTIL REFUSAL, THE NEW YORK STATE AND RETAINED BY THE CONTRACTOR. PROTECTED AND CURED. START CURING AS SOON AS POSSIBLE WITHOUT MARKING FINISH. COVER SLABS WHICHEVER OCCURS FIRST, PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. PILES SHALL HAVE A 23. THE GENERAL EXCAVATION SHALL CONSIST OF EXCAVATING AND REMOVING THE EXISTING SURFICIAL FILL MATERIALS TO WITH REINFORCED PAPER AS REQUIRED. KEEP SURFACE CONTINUOUSLY MOIST FOR SEVEN DAYS OR USE 24. ALL CONNECTION HARDWARE EXPOSED TO THE WEATHER SHALL BE STAINLESS STEEL. MINIMUM ALLOWABLE BEARING CAPACITY OF 20 TOWS (40 TONS ULTIMATE) EACH. REACH THE DESIRED SUBGRADE LEVEL THE EXPOSED SUBGRADE SHOULD BE PROOFROLLED AND COMPACTED TO A FIRM A CURING COMPOUND. dp 02381 25. ALL TIMBER FRAMING USED IN EXTERIOR EXPOSURE SHALL BE PRESSURE AND UNYIELDING CONSISTENCY. THE EXCAVATION FOR FOOTINGS, PITS, ETC. SHALL BE EXCAVATED ON AN INDIVIDUAL, TREATED/ROT RESISTANT AND �O�SSI4NP 4. TIMBER PILES SHALL BE 14" MIN. BUTT DIAMETER„ TAPERED UNIFORMLY FROM BUTT TO TIP. MATERIAL LOCALIZED BASIS DOWN FROM THE SLAB-ON-GRADE SUBGRADE LEVEL EACH EXCAVATION SHALL BE A TRIM, LEVEL 29. CONDUITS AND PIPES (EMBEDDED IN CONCRETE SHALL CONFORM TO ACI 318 REQUIREMENTS. CONDUI'S ALL EXTERIOR PSL FRAMING SHALL BE WOLMANIZED. TIMBER do PSL FRAMING TREATMENT SHALL ADHERE AND PIPES SHALL NOT BE LARGER THAN 1/3 OF THE SLAB WALL THICKNESS AND SHALL NOT BE TO THE LOCAL BUILDING CODE REQUIREMENTS. SHALL BE SOUTHERN PINE (PREFERRED) OR DOUGILAS FIR CONFORMING TO ASTM D25. PILES MUST BE SURFACE. SPACED CLOSER THAN 3 DIAMETERS ON CENTER. COORDINATE WITH ARCHITECTURAL, HVAC, ELECTRCAL FREE FROM SPUTS, EXCESSIVE TWISTS OF GRAIN i0R SHAKES MORE THAN 1/3 THE DIAMETER. PILES SHALL DATE: ISSUE: REV: BE ORDERED SO THAT DIAMETER IS 13" MINIMUM AT CUT-OFF ELEVATION. 24. THE CONTRACTOR SHALL PROVIDE POSITIVE PROTECTION (MAT/SHEET COVERINGS) FOR ALL EXCAVATION SLOPES TO AND PLUMBING DRAWINGS. 26. COORDINATE SIZE AND LOCATIONS OF ALL OPENINGS WITH ARCH. AND M/E/P DRAWINGS AND PROVIDE ADDITIONAL FRAMING WHERE REQ'D. Jan 1, 2022 DOB Submission 5. ALL PILES SHOULD BE INSTALLED AS SHOWN ON 'THE ENGINEER'S PLAN. ALL CHANGES IN PILE LOCATION PROTECT SLOPES FROM INSTABILITY AND DETERIORATION DUE TO RAIN, WIND OR SNOW/ICE. 30. DRY PACK SHALL BE ONE PART SAND, ONE PART CEMENT WITH ENOUGH WATER FOR PLACEMENT. MUST BE APPROVED BY THE ENGINEER. 25. CONCRETE FOR FOUNDATIONS SHALL BE POURED ON THE SAME DAY THE SUBGRADE IS APPROVED BY THE SPECIAL 27. PROVIDE MISCELLANEOUS FRAMING AS REQUIRED FOR APPROVED OPENINGS, PIPE HANGING, AND OTHER INSPECTOR OR SPECIAL INSPECTION AGENCY. 31. ALL BEARING GROUT SHALL BE NON-SHRINK, NONMETALLIC WITH A MINIMUM COMPRESSIVE STREWTH ARCHITECTURAL WORK. MIN. SIZE TO MATCH PREVALENT FRAMING. 6. PILES SHALL NOT BE OUT OF PLUMB MORE THAN 2% OF THEIR LENGTHS AND SHALL NOT DEVIATE MORE OF 5,000 PSI. THAN UP TO 3" MAXIMUM OF ITS INTENDED LOCATION (UP TO 3" MAXIMUM ONLY IF THE PILE CAN STILL 26. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS. 32. CHAMFER ALL EXPOSED CONCRETE CORNERS UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAYNGS. 28• PROVIDE LINES OF BRIDGING AT A MAXIMUM SPACING OF 8'-0' O.C. UNLESS OTHERWISE NOTED. ACCOMMODATE THE DETAILS AND ALIGNMENTS SHOWN IN THE DRAWINGS). IF THE PILE DEVIATES FROM ITS BRIDGING SHALL BE A MINIMUM OF 1" x 3' LUMBER OR EQUIVALENT METAL BRACING. INTENDED LOCATION BY ANY AMOUNT, AT THE CONTRACTOR'S COST, ALL REQUIRED MODIFICATIONS, 27. A GEOTECHNICAL REPORT HAS BEEN PREPARED BY GTA ENGINEERING SERVICES OF NEW YORK P.C., DATED JULY 2021. THE CONTENTS OF THIS REPORT ARE PART OF THE CONTRACT DOCUMENTS AND SHALL BE PART OF THE BID DOCUMENTS. 33. WHEN INSTAWNG EXPANSION BOLTS OR ADHESIVE ANCHORS, THE CONTRACTOR SHALL TAKE MEASURES 29. FOR WOOD STAIR DETAILS AND CONNECTIONS SEE ARCHITECTURAL DRAWINGS. REDETAILING, AND ADDITIONAL BOLTED LUMBER AND CUSTOM DETAILED WELDED STEEL CONNECTIONS SHALL TO AVOID DRILLING OR CUTTING OF ANY EXISTING REINFORCING AND DESTRUCTION OF CONCRETE HOLES BE PROVIDED AT ANY PILE AND ELSEWHERE DUE TO DRIVEN PILE DEVIATIONS FROM ORIGINAL SHAH BE BLOWN CLEAN PRIOR TO PLACING BOLTS OR ADHESIVE ANCHORS PER MANUFACTURERS ARCHITECTURAL DRAWING LOCATIONS. CONTRACTOR TO ALLOW IN BID FOR ADJUSTMENTS TO ALL RECOMMENDATIONS. CONNECTIONS OF STEEL AND WOOD. ALSO, SEE NOTE 10. PILES DRIVEN OUT OF LOCATION OR DAMAGED BY THE CONTRACTOR'S ACTIVITIES SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER. AT 34. PATCH CONCRETE WHERE REQUIRED. PATCHING CONCRETE SHALL BE SIKA TOP 122 OR 123 WIH CONCRETE SUPPORTED ON PILES, ADJUST EDGES OF CONCRETE TO MAINTAIN A MINIMUM EDGE DISTANCE EPDXIED PINS WHERE REQUIRED BY MANUFACTURER. OF 4" BETWEEN OUTER EDGE OF PILE AND EDGE OF CONCRETE. 7. IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION, THE CONTRACTOR SHALL HAVE THE OPTION OF REMOVING THE OBSTRUCTION IF POSSIBLE OR RELOCATING THE PILE WITH THE ENGINEER'S APPROVAL THE LATTER OPTION MAY REQUIRE THE RELOCATION OF ADJACENT PILES AND/OR REDESIGN OF ADJACENT FOUNDATIONS. DATE: 0110112022 SCALE: AS NOTED 8. WRITTEN INSTALLATION RECORDS SHALL BE PREPARED FOR EACH PILE AND SUBMITTED TO THE ENGINEER DRAWN: ML/AC OF RECORD, SIGNED AND SEALED BY A LICENSED SURVEYOR OR PROFESSIONAL ENGINEER. THESE RECORDS CHECKED: MH SHALL INCLUDE (AT MINIMUM) THE FOLLOWING INFORMATION: TITLE: a. PROJECT NAME AND/OR LOCATION. b. DATE AND TIME OF INSTALLATION. c. LOCATION AND REFERENCE NUMBER OF EACH PILE. GENERAL NOTES d. PLANNED AND AS-INSTALLED TIP ELEVATION MEASURED FROM A CONSISTENT ELEVATION DATUM. e. TYPE AND RATING OF DRIVING EQUIPMENT, OVERALL BLOW COUNT PER FOOT, NUMBER OF BLOWS PER INCH PENETRATION FOR THE LAST 12 INCHES, AND ANY UNUSUAL CONDITONS ENCOUNTERED DURING DRIVING. f. PILE DEVIATION PLAN. g. ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION. 9. THE CONTRACTOR SHALL NOT PLACE THE FORMWORK FOR ANY PILE CAPS/GRADE BEAMS OR POUR ANY SHEET NO.: CONCRETE FOR PILE CAPS/GRADE BEAMS UNTIL THE ENGINEER OF RECORD AND LOCAL BUILDING DEPARTMENT (IF APPLICABLE) HAS FAVORABLY REVIEWED THE DOCUMENTS IN ITEM 8. 10. ECCENTRICITIES OR DEVIATIONS OF "AS-DRIVEN" PILES BEYOND THE SPECIFIED TOLERANCES SHALL BE ADJUSTED BY ADDITIONAL FRAMING, ADDITIONAL REINFORCING, ADDITIONAL PILES, OR REMOVAL AND S-500 REPLACEMENT OF MISLOCATED PILES AS INDICATED ON REDESIGN SHEETS TO BE PREPARED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL REDESIGN AND CORRECTIVE WORK DUE TO PILE DEVIATIONS SHALL BE PAID FOR BY THE CONTRACTOR. SEE NOTE 6. Copyright@2022 by Hage Engineering PC I STRUCTURAL STEEL NOTES: POST-INSTALLED ANCHORS NOTES: 1 + 1. DETAILING, FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS AND CODES, LATEST 1. ALL ANCHORS SHALL BE INSTALLED AS PER THE MANUFACTURER'S PUBLISHED INSTALLATION EDITIONS AS AMENDED BY THE NEW YORK STATE AND LOCAL BUILDING CODES. INSTRUCTIONS TAKING CAREFUL NOTE OF DRILL BIT TYPE, CLEANING OF HOLE, TEMPERATURE OF r ADHESIVE AND HEATING OF ANCHOR HOLE. SUBMIT MANUFACTURER'S LOAD TABLE AND SPECIFICATIONS 2. INTERIOR STRUCTURAL STEEL W SHAPES SHALL COMPLY WITH ASTM A992 GR. 50 UNLESS OTHERWISE FOR APPROVAL NOTED. 2. INSTALLATION AND SPECIAL INSPECTION OF POST-INSTALLED ANCHORS SHALL COMPLY WITH THE 3. INTERIOR STRUCTURAL STEEL ANGLES, PLATES AND BARS SHALL BE ASTM A36, UNLESS OTHERWISE GOVERNING BUILDING CODE. NOTED. 3. PRIOR TO ANY WORK ON THE PROJECT INCLUDING ANY ANCHOR INSTALLATION THE CONTRACTOR SHALL 4. STEEL PIPE SHALL COMPLY WITH ASTM A53, GR B, UNLESS OTHERWISE NOTED. SET UP A MEETING WITH THE INSPECTOR TO DETERMINE THE LEVEL OF THE INSPECTIONS REQUIRED FOR THE SPECIFIC ANCHORING DETAILS SHOWN IN THESE DOCUMENTS SO NO ADDITIONAL TESTING IS 5. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL COMPLY WITH ASTM A500, GR B, UNLESS OTHERWISE REQUIRED AFTER INSTALLATION. VERIFY WHETHER CONTINUOUS OR PERIODIC INSPECTION IS REQUIRED. NOTED. 4. THE INSPECTOR SHALL BE NOTIFIED IN A TIMELY MANNER PRIOR TO ANY ANCHORS INSTALLATION. 6. INTERIOR BOLTS SHALL COMPLY WITH ASTM A325. BOLTS SHALL BE A MINIMUM 34 INCH DIAMETER, CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE SPECIAL INSPECTION AGENCY IN WRITING AT OWNERS: UNLESS OTHERWISE NOTED. LEAST 72 HOURS PRIOR TO ANCHOR SYSTEM INSTALLATION FOR SPECIAL INSPECTION. THE INSPECTOR BEN HANSEN SHALL BE PRESENT TO OBSERVE AND VERIFY THE INSTALLATION METHOD AND PROCEDURE PER 420 CHRISTINE HANSEN 7. INTERIOR NUTS SHALL COMPLY WITH ASTM A5i63. WASHERS SHALL COMPLY WITH ASTM F436. MANUFACTURER RECOMMENDATIONS IF THE INSPECTOR IS NOT PRESENT TO SUFFICIENTLY OBSERVE THE BROOKLYN, NY 11217 STATE STREET ANCHOR INSTALLATION WORK ADDITIONAL TESTING MAY BE REQUIRED. 8. FAYING SURFACES FOR ALL SLIP-CRITICAL CONNECTIONS SHALL BE CLASS A OR BETTER INCLUDING 5. BOLT HOLES SHALL BE ACCURATELY SET USING A TEMPLATE AND FIX DRILL GUIDE. USE SMALL PILOT ARCHITECT OF RECORD: HOLES AS REQUIRED TO ASSURE A PERFECT FIT AND TO ENSURE THAT NO REINFORCING BARS ARE PAINTED SURFACES. 9. ALL ANCHOR RODS SHALL BE ASTM F1554 (Fy=36 ksi). ALL NUTS AND BOLTS TO BE FULLY DAMAGED. LOCATION OF HOLES AND PLATE SIZES MAY HAVE TO BE ADJUSTED SO THAT REINFORCEMENT TIGHTENED. BARS ARE NOT DAMAGED. HANSEN ARCHITECTURE + DESIGN 420 STATE STREET BROOKLYN, NY 11217 10. AT BOLTED CONNECTIONS PROVIDE A MINIMUM OF TWO (2) BOLTS. SPECIAL INSPECTIONS: 917.202.9706 11. SUBMIT SHOP DRAWING► FOR ALL WORK. DO NOT PROCEED WITH ANY FABRICATION UNTIL THE SHOP DRAWINGS ARE FAVORABLY REVIEWED. SHOP (DRAWINGS SHALL BE BASED ON FIELD VERIFIED 1. ALL REQUIRED INSPECTIONS BY THE BUILDING CODE OF NEW YORK STATE, LOCAL AND GOVERNING CHRISTINE HANSEN-ARCHITECTURE.COM EN@BRHARCHITECT.COM CONDITIONS. CODES SHALL BE PERFORMED BY A SPECIAL INSPECTOR OR SPECIAL INSPECTION AGENCY RETAINED BY B 6.3938 THE OWNER AND ACCEPTABLE TO ENGINEER, ARCHITECT, AND OWNER. EN@B 12. ALLOW FOR A TWO-WEEK REVIEW PERIOD (MIN.) FOR SHOP DRAWINGS, AND TIME ALL SUBMISSIONS ACCORDINGLY. 2. VERIFY WITH THE LOCAL BUILDING DEPARTMENT ANY INSPECTION THAT WILL BE PERFORMED BY OR ON STRUCTURAL ENGINEER: BEHALF OF THE TOWN OFFICIAL HAGE ENGINEERING PC 13. PROVIDE ANY MEASURES REQUIRED FOR STABILITY OF STRUCTURE DURING ERECTION. 560 BROADWAY, #501 NEW YORK, NY 10012 14. AFTER FABRICATION, CLEAN STEEL OF ALL RUST, LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS. 212.358.7778 MAIL@HAGEENG INEERING.COM 15. ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS AND SHALL CONFORM TO "AWS STRUCTURAL WELDING CODE - STEEL", LATEST EDITION. WELDERS SHALL BE LICENSED IN ACCORDANCE WITH ALL REQUIREMENTS OF THE LOCAL BUILDING CODE. 16. WELDING ELECTRODES SHALL BE E70XX FOR STRUCTURAL STEEL WELDING ELECTRODES FOR REBARS SHALL BE E90XX. 17. WELDING SHOULD BE PERFORMED IN AS SYMMETRICAL A WAY AS POSSIBLE. 18. MINIMUM FILLET WELDS SHALL COMPLY WITH AISC, BUT SHALL NOT BE LESS THAN 1/4 INCH, UNLESS OTHERWISE NOTED. 19. PROVIDE FIREPROOF BLANKETS AND OTHER FIRE PROTECTION MEASURES AS REQUIRED FOR FIRE SAFETY DURING WELDING. 20. SURFACES OF ALL STEEL THAT IS TO RECEIVE WELDS SHALL BE POWER BRUSHED AND CLEANED THOROUGHLY OF ALL FOREIGN MATTER INCLUIDING PAINT FOR A DISTANCE OF 2 INCHES FROM EACH SIDE OF THE OUTSIDE LINES OF WELD. 21. CONNECTIONS SHALL BE DESIGNED AND DETAILED BY THE FABRICATOR. DETAIL USING RATIONAL ENGINEERING DESIGN AND STANDARD PRhtlS VE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE GENERAL DETAILS SHOWN ON THE DRAWINGS ARE CONCEPTUAL ONLY AND DO NOT INDICATE THE REQUIRED NUMBER OF BOLTS OR WELD SIZES, UNLESS SPECIFICALLY NOTED. 22. ALL CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR'S PROFESSIONAL ENGINEER AND SUBMITTED IN SHOP DRAWING FORM FOR REVIEW. BEAM TO BEAM CONNECTIONS SHALL BE DESIGNED TO TRANSFER THE REACTION FOR A SIMPLY SUPPORTED, UNIFORMLY LOADED BEAM OF SAME SIZE. SPAN AND (FY) AS LISTED IN THE TABLE OF UNIFORM LOAD CONSTANT, AISC MANUAL OF STEEL CONSTRUCTION, LATEST EDITION, OR FOR THE REACTION SHOWN ON THE FRAMING PLAN, WHICHEVER IS GREATER. WHERE NO REACTION IS SHOWN ON THE FRAMING PLAN', CONNECTION SHALL TRANSFER THE REACTION AS NOTED ABOVE. MOMENT CONNECTIONS SHALL DEVELOP THE FULL CAPACITY OF ALL THE JOINED MEMBERS. 23. MOMENT CONNECTIONS AND SEMI-RIGID CONNECTIONS SHALL BE DESIGNED TO DEVELOP THE FULL MOMENT CAPACITY OF ALL ATTACHED MEMBERS. CONNECTIONS SHOWN ARE TO BE SUPPLEMENTED AS REQ'D FOR ABOVE. 24. ALL FIELD WELDING AREAS SHALL BE TOUCHED UP ON SITE WHERE PAINT IS REQUIRED. 25. ALL ARCHITECTURALLY EXPOSED WELDS SHALL BE GROUND SMOOTH, U.O.N. SEAL: 26. ALL LIVE LOADS SHALL BE REMOVED FROM AREAS BEING WELDED DURING CONSTRUCTION. 27. ALL INTERIOR AND ENCLOSED FACADE STEEL (NOT EXPOSED TO WEATHER) SHALL BE PRIMED WITH AN APPROVED SYSTEM BY TNEMEC OR EQUAL COORD. W/ ARCH. 28. ALL EXTERIOR EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED AND ACRYLIC POWDER COATED FOR A SYSTEM WARRANTY OF AT LEAST 20 YEARS. COORDINATE COLOR AND FINAL SYSTEM WITH ARCHITECT. THE HOT DIP GALVANIZER SHALL PREPARE SURFACES OF ALL STEEL TO BE POWDER COATED PER ASTM D7803 TO ENSURE PROPER APPLICATION AND ADHESION OF POWDER COATING. A ESSiONA�'� 29. COORDINATE WITH ARCHITECT FOR ALL REQUIRED FIREPROOFING AND PAINTING SYSTEMS. 30. ALL EXTERIOR EXPOSURE FIELD WELDING AREAS SHALL BE TOUCHED UP WITH ZINC-RICH PAINT AND A DATE: ISSUE: REV: FINAL COAT PER ARCH. SPECIFICATIONS. Jan 1, 2022 DOB Submission 31. ALL EXTERIOR EXPOSURE BOLTS, SHIMS, AND OTHER HARDWARE SHALL BE HOT-DIP GALVANIZED AND TOUCHED UP WITH ZINC-RICH PAINT, OR SHALL BE STAINLESS STEEL COORDINATE WITH ARCH. 32. FABRICATE BEAMS WITH THE NATURAL CAMBER UP. 33. WHERE STEEL MEMBERS ARE REQUIRED TO IBE SPLICED, THE SPLICE SHALL BE MADE TO DEVELOP THE FULL STRENGTH OF THE SECTION. SUCH SPLICES SHALL NOT INTERFERE WITH ANY ARCHITECTURAL OR MECHANICAL DESIGN AND CLEARANCES. SUBMIT SHOP DRAWING OF SPLICE DETAIL, LOCATION AND CALCULATIONS SIGNED AND SEALED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER. INDICATE ALL BEAM SPLICES ON SHOP DRAWINGS. 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS. 35. ALL ADDITIONAL STEEL. REQUIRED BY THE CONTRACTOR FOR ERECTION PURPOSES SHALL BE REMOVED BY THE CONTRACTOR, UNLESS APPROVED BY THE OWNER IN WRITING. 36. GAS CUTTING OF MAIN STRUCTURAL MEMBERS IN THE FIELD WILL NOT BE PERMITTED. 37. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AFTER FRAMING IS ERECTED PRIOR TO DATE: 01/01/2022 FABRICATION AND INSTALLATION OF WINDOWS/DOORS. COORDINATE TOLERANCE REQUIREMENTS WITH SCALE: AS NOTED DRAWN: M A ARCHITECT AND WINDOW/DOOR MANUFACTURER TO ALLOW FOR VERTICAL MOVEMENT OF STEEL BEAM. CHECKED: MH 38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND TITLE: SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS. 39 CONTRACTOR ( WEB HOLES OOD NAILER BOLTING AND TOP FLANGE JOIST HANGER WELDING REQUIREMENTS PRIOR TO FABRICATION. GENERAL NOTES 40. ALL FINAL STAIR DESIGN, DETAILS, AND CONNECTIONS SHALL BE BY STAIR MANUFACTURER AND HIS/HER DETAILER/ENGINEER. ALL SUBMITTALS SHALL BEAR THIS ENGINEER'S SEAL AND SIGNATURE. COORDINATE W/ ARCHITECT. 41. ALL RAILING SYSTEMS DESIGN, DETAILS, AND CONNECTIONS SHALL BE BY THE RAILING MANUFACTURER/FABRICATOR. SHEET NO.: 42. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND DIMENSIONS BEFORE FRAMING IS ERECTED AND PRIOR TO FABRICATION AND INSTALLATION OF WINDOWS/DOORS. COORDINATE TOLERANCE REQUIREMENTS WITH ARCHITECT AND WINDOW/DOOR MANUFACTURER TO ALLOW FOR VERTICAL MOVEMENT OF STEEL BEAMS. S-501 43. CONTRACTOR TO VERIFY AND COORDINATE ALL STEEL DETAILS AT CONNECTIONS TO TIMBER PILES WITH FIELD-VERIFIED PILE DEVIATIONS. HOLD FABRICATION CIF STEEL FRAMING, PLATES, AND OTHER COMPONENTS THAT MAY BE AFFECTED BY PILE DEVIATIONS UNTIL THIS COORDINATION IS COMPLETED. Copyright©2022 by Hage Engineering PC I