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Home My WebLink About51457-Z tof so&ryo`o Town of Southold , * * P.O. Box 1179 G ,o0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46959 Date: 04/08/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 230 Inlet Ln Greenport, NY 11944 Sec/Block/Lot: 43.-5-4 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/02/2024 Pursuant to which Building Permit No. 51457 and dated: 12/10/2024 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: Additions and alterations including a covered front porch, outdoor shower, covered rear patio, and 2nd floor balcony to an existing single-family dwelling as applied for per ZBA#7636 dated 6/16/2022. The certificate is issued to: Amelia Murphy , John Carroll Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-3230 2/11/2026 ELECTRICAL CERTIFICATE: 51457 12/4/2025 PLUMBERS CERTIFICATION: Luke Bud in 0/7/2025 A h Id"Signature aoF Sol/lyo`o 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#: 51457 Date: 12/10/2024 Permission is hereby granted to: Amelia M Murphy 43 Chichester Rd New Canan, CT 06840 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD, DEC, Trustees&ZBA approvals with flood permit. Premises Located at: 230 Inlet Ln, Greenport, NY 11944 SCTM#43.-5-4 Pursuant to application dated 10/02/2024 and approved by the Building Inspector. To expire on 12/10/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $623.00 CO-RESIDENTIAL $100.00 Flood Permit $150.00 Total $873.00 e Building Inspector—__--�_ o�apF SO!/jyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 iQ Southold,New York 11971-0959 �lif'COU '� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Amalia M Murphy Address: 230 Inlet Ln City: Greenport st: NY zip: 11944 Building Permit#: 51457 Section: 43 Block: 5 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Toms Electric License No: 52893ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 52 Ceiling Fixtures 7 Smoke Detectors 5 Pump Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures CO Detectors Heater Main Panel 200 A/C Condenser 1 Single Recpt RecessdFixtures 66 Combo Smoke/CO 2 Transformer Sub Panel 200 A/C Blower 1 Range Recpt Ceiling Fan 12 Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 30A UC Lights Fridge AutoCover ARC 12 Blower Heads Switches 40 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect 30a Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI 2 ERV Exit Lights Bath Exhaust 3 Hood Dehumidifier Other Equipment: Metermain Disconnect 200A 4 Circuit/4 Used, 200A Panel 40 Circuit/29 Used Notes: Whole House Renovation Except For Kitchen Inspector Signature: Date: December 4, 2025 ��g�FFOIK Town Hall Annex NiyO Gym, Telephone(631)765-1802 54375 Main Road f c P. O. Box 1179 N Z Southold, NY 11971-0959 0 • 4% BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: ft M (Please print) Plumber: l—lti r�-C.c.Otdt-n (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. T� (Plumbers Signature) Sworn to before me this / day of ®G b t- , 20 5 Notary Public, D County :DIANNE C VIEIRANOTARYSTATE OF NEW YORK RegiNo.01VI6442157 Qu Suffolk CountyCommisires October 11 2026 OF S0UTy0� # # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 u I N S P E C T IO N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION (([ ] PRE C/O [ ] RENTAL . REMARK/PV*kt- S J NwbL Ole--j 606� WAA a DATE INSPECTOR OF SOGTyO{o � Ll ZOUTHOLD Z l A I e�a 4 LA TOWN BUILDING DEPT. °`��ourm ti 631-765-1802 I NSPECTION [ ] 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) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: NeJ !3Ac "9At!C !I jAlln olt i s "ev i. r J ! oz DATE INSPECTOR SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. 'oum 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [7] RGH'PLBG. FOUNDATION 2ND [ LATIOWCAULKING FRAMING /STRAPPING [ . L [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ .] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: co,v, DATE INSPECTOR OFSOUTyOIo ------- # # TOWN. OF SO.UTHOLD, BUIUANG DEPT. y um, 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) °ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: d S4fl,t A0 A-"Wl DATE ILI 19 INSPECTOR of SOUTyOlo 12 TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ .] FOUNDATION.1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION u[ ] FIRE RESISTANT PENETRATION` [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: flugkWv a{, ( ��-• �- 0 47. e�h d o Puts Y, ► 6hGL . DATE INSPECTOR National Flood Insurance Program Elevation Certific ;ite and Instructions 2023 EDITION f F_ j. MAR - 4 2026 O l4ND StiG. U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No.1660-0008 Federal Emergency Management Agency Expiration Date:06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS PAPERWORK REDUCTION ACT NOTICE . . Public reporting burden for this data collection is estimated to average 3.75 hours per response.The burden estimate includes the time for reviewing instructions,searching existing data sources,gathering and maintaining the data needed,and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form.Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency,500 C Street SW,Washington, DC 20742, Paperwork Reduction Project(1660-0008). NOTE: Do not send your completed form to this address. J,ill� PRIVACYACT,STATEMENT Authority:Title 44 CFR§61.7 and 61.8. Principal Purpose(s):This information is being collected for the primary purpose of documenting compliance with National Flood Insurance Program(NFIP)floodplain management ordinances for new or substantially improved structures in designated Special Flood Hazard Areas.This form may also be used as an optional tool for a Letter of Map Amendment(LOMA), Conditional LOMA(CLOMA), Letter of Map Revision Based on Fill(LOMR-F),or Conditional LOMR-F(CLOMR-F), or for flood insurance rating purposes in any flood zone. Routine Use(s):The information on this form may be disclosed as generally permitted under 5 U.S.C.§552a(b)of the Privacy Act of 1974, as amended.This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA-003—National Flood Insurance Program Files System of Records Notice 79 Fed. Reg.28747(May 19,2014)and upon written request,written consent, by agreement,or as required by law. Disclosure:The disclosure of information on this form is voluntary;however,failure to provide the information requested may impact the flood insurance premium through the NFIP. Information will only be released as permitted by law. PURPOSE OF THE ELEVATION CERTIFICATE; The Elevation Certificate is*an important administrative tool of the NFIP. It can be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances,to inform the proper insurance premium, and to support a request for a LOMA, CLOMA, LOMR-F,or CLOMR-F. The Elevation Certificate is used to document floodplain management compliance for Post-Flood Insurance Rate Map(FIRM)buildings, which are buildings constructed after publication of the FIRM, located in flood Zones Al—A30,AE,AH,AO,A(with Base Flood Elevation (BFE)),VE,V1—V30,V(with BFE),AR,ARIA,AR/AE,AR/A1—A30,AR/AH,AR/AO,and A99. It may also be used to provide elevation information for Pre-FIRM buildings or buildings in any flood zone. As part of the agreement for making flood insurance available in a community,the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses. One such requirement is for the community to obtain the elevation of the lowest floor(including basement)of all new and substantially improved buildings,and maintain a record of such information.The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement.Only a LOMA or LOMR-F from the Federal Emergency Management Agency(FEMA)can amend the FIRM and remove the federal mandate for a lending institution to require the purchase of flood insurance. However,the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA.The Elevation Certificate may be used to support a LOMA, CLOMA, LOMR-F,or CLOMR-F request. Lowest Adjacent Grade(LAG)elevations certified by a land surveyor, engineer, or architect,as authorized by state law,will be required if the certificate is used to support a LOMA, CLOMA, LOMR-F,or CLOMR-F request.A LOMA,CLOMA, LOMR-F, or CLOMR-F request must be submitted with either a completed FEMA MT-EZ or MT-1 application package,whichever is appropriate. If the certificate will only be completed to support a LOMA, CLOMA, LOMR-F,or CLOMR-F request,there is an option to document the certified LAG elevation on the Elevation Form included in the MT-EZ and MT-1 application. This certificate is used only to certify building elevations.A separate certificate is required for floodproofing. Under the NFIP, non-residential buildings can be floodproofed up to or above the BFE.Afloodproofed building is a building that has been designed and constructed to be watertight(substantially impermeable to floodwaters)below the BFE. Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements.The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA,a floodproofing certificate is required. I . The expiration date on the form herein does not apply to certified and completed Elevation Certificates,as a completed Elevation Certificate does not expire,unless there is a physical change to the building that invalidates information in Section A ItemsA8 orA9,Section C, Section E,or Section H. In addition,this form is intended for the specific building referenced in Section A and is not invalidated by the transfer of. building ownership. Additional guidance can be found in FEMA Publication 467-1,Floodp/ain Management Bulletin:Elevation Certificate. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 1 of 8 U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No.1660-0008 Federal Emergency Management Agency Expiration Date:06/30/2026 M National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Copy all pages of this Elevation Certificate and all attachments for(1)community offidial, (2)insurance agenticompany,and(3)building owner. SEC-1 IOIIV A PROPERTY INFORMATION ; r FOR INSURANCE COMPANY USE Al. Building Owner's Name:John Carroll and Amelia Murphy Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.: Company NAIC Number: 230 Inlet Lane City: Greenport State: NY ZIP Code: 11944 A3. Property Description(e.g., Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: 1000-43-05-04 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.): Residential A5. Latitude/Longitude: Lat.41 deg.05min.33sec. Long.72deg.2lmin.02.7sec. Horiz. Datum:❑ NAD 1927 ® NAD 1983 ❑ WGS 84 A6. Attach at least two and when possible four clear color photographs(one for each side)of the building(see Form pages 7 and 8). A7. Building Diagram_Number: 9 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 342 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ®Yes ❑ No ❑ N/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: 2 Engineered flood openings: 0 d) Total net open area of non-engineered flood openings in A8.c: 122 sq. in. e) Total rated area of engineered flood openings in A8.c(attach documentation—see Instructions): N/A sq.ft. f) Sum of A8.d and A8.e rated area(if applicable—see Instructions): 122 sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: N/A sq.ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑Yes ❑ No ® N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-enginee`red flood openings: N/A Engineered flood openings: N/A d) Total net open area of non-engineered flood openings in A9.c: N/A sq. in. e) Total rated area of engineered flood openings in A9.c(attach documentation—see Instructions): N/A sq.ft. f) Sum of A9.d and A9_e rated area(if applicable—see Instructions): N/A sq.ft. B' `FL('�`OD4NSURANCE RATE.MAP{`(FIRM) INFORMATION ' .Ei �$s£ .rl,'1r,� IN .LBo-,�;�i I11a1Ea31i hS li! ,h E1 r. �l fit, d B1.a. NFIP Community Name:SOUTHOLD, TOWN OF B1.b. NFIP Community Identification Number:360813 B2. County Name:SUFFOLK B3. State: NY B4. Map/Panel No.: 63103CO176 B5.Suffix:H B6. FIRM Index Date: 09/25/2009 B7. FIRM Panel Effective/Revised Date: 09/25/2009 B8. Flood Zone(s): 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: ❑ FIS ® FIRM ❑Community Determined ❑Other: B11. Indicate elevation datum used for BFE in Item 139: ❑NGVD 1929 ®NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS}area or Otherwise Protected Area(OPA)? ❑Yes ® No Designation Date: ❑CBRS ❑OPA B13. Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? [:]Yes ® No FEMA Form FF-206-FrY-22-152(formerly 086-0-33)(8/23) Form Page 2 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 230 Inlet Lane Policy Number: City: Greenport State: NY ZIP Code: 11944 Company NAIC Number: ION C=BUILDING ELEVATIONINFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished 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,ARIA,AR/AE,AR/Al A30,AR/AH,AR/AO, A99. Complete Items C2.a—h below according to the Building Diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: NAVD'88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 ❑Other. Datum used for building elevations must be the same as that used for the BFE.Conversion factor used? ❑ Yes ® No 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): 4.3 ® feet ❑ meters b) Top of the next higher floor(see Instructions): 6.8 ® feet ❑ meters c) Bottom of the lowest horizontal structural member(see Instructions): N/A ❑ feet ❑ meters d) Attached garage(top of slab): N/A ❑ feet ❑ 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): 8.0 ® feet ❑ meters f) Lowest Adjacent Grade(LAG)next to building: ❑ Natural ® Finished 4.5 ® feet ❑ meters g) Highest Adjacent Grade(HAG)next to building: ❑ Natural ® Finished 5.0 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: 4.8 ❑ feet ❑ meters L .,. , , 9 G,1 -,;SUR VEYOR, ENGINEER,iORi ARCHITECT lON:iD, 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. 1 understand that any false statement maybe 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? ® Yes ❑ No ❑Check here if attachments and describe in the Comments area. Certifier's Name: Donald J. Metzger License Number:051132-01 Title: Licensed Land Surveyor OF NEW r0,9 Company Name:Peconic Flood Certificate Solutions Address: PO Box 128 1e J City: Riverhead State: NY ZIP Code: 11901 Telephone: (631)989-9174 Ext.: Email:peconicfcs@gmail.com 05113'Z 5 Signature: Date: 11/24/2025 Plac ere Copy all pages of this Elevation Cert Victe 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): The lowest machinery/equipment is a Rheem AC compressor on a wooden platform. The top of platform elevation is 8.0'. r FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 3 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 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 230 Inlet Lane Policy Number: City: Greenport State: NY ZIP Code: 11944 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 townhouses/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. r ( .J - ...} : Photo One Photo One Caption: West side of House Clear Photo One ;, �S •.tea 7 � I aa `,. Photo Two Photo Two Caption: North Side of House. Clear Photo Two FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 7 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 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 230 Inlet Lane Policy Number: City: Greenport State: NY ZIP Code: 11944 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 A19. I � H l Photo Three Photo Three Caption: East side of House Clear Photo Three iI Kr Photo Four Photo Four Caption: South Side of House. Clear Photo Four FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 8 of 8 suFcocr�o'; TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 litigs:%%www.sotitlioldtowiiiiy.gov I Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone:AE_ FIRM Pane1:36103CO176H scrM#1000-43-5-4 Address:230 Inlet Road City: Greenport Zip: 11944 CONTACT PERSON: Name:Robert E. Herrmann, En-Consultants Phone#:631-283-6360 Mailing Address: 1319 North Sea Road, Southampton, NY 11968 PROJECT DESCRIPTION Construct additions and alterations, all as depicted on plans prepared by DraftDesign Architecture and Interiors, issued September 7, 2024._ SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure_ Type of Structural Activity H Residential(1 to 4 families) ❑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) 0 Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ 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): Signature of Applicant Date: J tZ_ � 2aZ4 r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ---- ------------------------------------ - -- FOUNDATION (2ND) VAW&A ro4mv Non cn • - f t I" o fi H ROUGH FRAMING& ` S .� PLUMBING 45 oh ug C&I'As-Z A .A7 12 v Veik VL�4ivjviul( 0 1 mt dt S •t-e� � i �- a vw ICe:S y Q�. C 5 �f — r t" INSULATION PER N.Y. STATE ENERGY CODE - tu 4- 1on w • n/ yvJ FINAL i ADDITIONAL COMMENTS C�- aJU � FJ 1 \t�Yl �'�SeXve o / - Pu cv) G r� � X b l� -- Gj x � d b d pi`01kC:a ,2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y =� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn�gov Pate Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: C� Z Applications and forms must be filled out in their entirety. Incomplete applications will not be acce ted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed.` .�r7i Date:October 1, 2024 OWNERS)OF PROPERTY: Name:John M. & Amelia Murphy Carroll SCTM#1000-43-5-4 Physical Address:230 Inlet Lane, Greenport Phone#:917-478-4921 Email:johnmurraycarroll@gmail com Mailing Address:43 Chichester Road, New Canaan, CT 06840 CONTACTPERSONc" Name: Robert E. Herrmann, En-Consultants Mailing Address: 1319---North_ Sea Road, Southampton, NY 11968 Phone#:631-283-6360 Email:rerrmann@enconsultants.com DESIGN PROFESSIONAL INFORMATION: Name: DraftDesign Architecture &_ Interiors Mailing Address: 20 Dewey. Lane, Hampton. Bays, NY 11946 Phone#: 631-965-1855 Email: draftdesign@optimum.net CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: R Other extension of existing covered porch,construction of front entry porch with steps&pergola $500,000 Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ®Yes .❑No 1 PROPERTY INFORMATION Existing use of property:Residential,one-family dwelling` Intended use of property: No change . Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? k]Yes❑No IF YES,PROVIDE A COPY. d Check BOX Af ter Reading' The ownWcontractor/design`profess nnsl is responsible for ap ratna�e arcs!storm water Issues as provided by Chapter M of the Tawn Code ANIMM IS HEREBY MADE to pursuant to the Bu1kILrE Zonr Ordlrronoa of the TeWfl of 5asdioW,Suffolk,6".New York and other applie�bieiaws,Ordtnarwes o►,ReRulatlor�s,f�the oonstructien of;bulklings,. addfdons,w6ra ms or,for remora) demomion herein descitied.The appBrmt:a to owrsply with all appllcabk3 laws;oriilnsiraces,lu ildirrs'aode, housing code and regulations Arid to adrtiit authorized Inspectors on prcmhes'and in buiidin{(s)for rrcowsary inspectior�.False statements made hercM ere p habk as a CIas3 A misdemeanor pursuant t I srcNon,`210A5 of the IYew York State:Penal law Application Submitted By(pri dame): Robert Herrmann / En-Consultants ®Authorized Agent ❑Owner Signature of Applicant: Date: / STATE OF NEW YORK) SS: COUNTY OF Suffolk Robert Herrmann being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 f 5 day of ��° /� .20 24 N KIM H. STEPHENS Notary Public-State of New York No.01ST5015931 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires August 02,21)— IdWe. M.Amelia Murphy&John M.Carroll residing at 43 Chichester Road New Canaan,CT 06840 do hereby authorize Robert Herrmann/En-Consultants to apply on my b?half to the Town of S thold Building Department for approval as described herein.. x A/ lh/,Z- L. d Owner's Signatu - Date M.Amelia Mu Print Owner's Name John M.Carroll, Property Owner Date 2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety..lncomplete applications will not be accepted. 'Where the Applicant is,not'the owner,an 'Owner's Authorization form(Page 2),shall be completed.'^ DIL , Date:November 8, 2021 / I IV OWNER(S)OF PROPERTY: YA r Name:John M. & Amelia Murphy Carroll FcTM# 1000-43-5-4 Physical Add ress:230 Inlet Lane, Greenport Phone#:917-478-49211. Email:johnmurraycarroll@gmail.com Mailing Address:43 Chichester.Road, New Canaan,CT 06840 CONTACT PERSON: Name:Robert E. Herrmann, En-Consultants Mailing Address: 1319 North Sea Road, Southampton,ton, NY 11968 Phone#:631-283-6360 1 Email:rerrmann@enconsultants.com DESIGN PROFESSIONAL INFORMATION: Name: DraftDesign Architecture & Interiors Mailing Address: 20 Dewey Lane,,Hampton Bays, NY 11946 Phone#: 631-965-1855 Email: draftdesign@optimum.net CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: TEmail: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ©Other outdoor shower,covered porch,pergola $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? RYes ONO 1 ' 1 ` - PROP.,ERTY INFORMATION r ,. Existing use of property:Residential, 1-fa tidy dwelling Intended use of property: No Change Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 0 ick"Box Afttslr Readmg� .The gwner/contractor/design professional is responsible for all drainage and storm water issues'as provided b : Cho r 236 of the Town cod. e.,APPUCATION i5 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,county,New York and other applicable laws,ordinances or Regulations,for the construction of buildings,' adddtioms,ahiratioms.or for removal or,demolition as herein described:The applicant agrees,to comply With all applicable laws,ordinances,building code, housing code,and regulations and to admit authorized inspectors on premises and in building(s),for necessary inspections.False statements made herein are•; punishable,as,a ClassAmisdemeanor pursuant to Section zio 45 of the New York State Penal Law Application Submitted By(pri t ame): Robert E. Her mEff 11/8/21 ®Authorized Agent ❑Owner (notary aClmotaledgment attached Signature of Applicant: Date: -Cl b STATE OF NEW YORK) I— SS: JtA" C Gnat t') COUi NTY OFA-7A �SQA ^ ) I �.1 l,1 V0' wwy) \ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the OA'j t (Contractor,Agent,Corporate Officer,etc.) 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 11;( �I 1 I(�(S ,204X Notary ubli 5� ERIKA LOPEZ PROPERTY OWNER AUTHORIZATION Notary Public Connecticut (Where the applicant is not the owner) + My Commission Expires Mar 31, 202 wH, John M.Carroll&M.Amelia Murphy residing at 43 Chichester Road New Canaan,CT 06840 do hereby authorize En-Consultants to apply on my behalf to the Town of Southold Building Department for approval as described herein. 4:2/�IAD Owner's Signature YLDate John M.Carroll Print Owner's Name M Murphy 2 Or` STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Robert E. Herrmann, En-Consultants being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 Notary Pub KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION No . 5015931 0UALIFIE0 IN S U F F 0 L K COUNTY EXPIRES AUGUST 2 . 2025 Glenn Goldsmith,President s`�d� so�f J' Town Hall Annex Vv �Q A.Nicholas Krupski,Vice President �O �Q 54375 Route 25P.O. Box 1179 Eric Sepenoski dR Southold, New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples ®► �O Fax(631) 765-6641 GOUN(`d, 4 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 4, 2024 EN-Consultants f 1319 North Sea Road Southampton, NY 11968 RE: JOHN CARROLL & M. AMELIA MURPHY 230 INLET LANE, GREENPORT SCTM#43-5-4 Dear Mr. Herrmann: i The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, May 15, 2024: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a One (1) Year Extension to Wetland Permit#10187, as issued on July 13, 2022, and i BE IT FURTHER RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#10187 to modify the proposed by renovating the existing 1,155sq.ft. one &two story dwelling without raising the dwelling by approximately 2.8 feet; construction of a 471 sq.ft. (instead of 459sq.ft.) second floor addition over existing one-story portion of dwelling and covered porch; construction of 2'x16' steps (instead of 6'x6' steps) to 5.1'x18.5' extension of covered porch; construction of a 4.5'x7' covered front entry porch below 4'A2' roof overhang with 2'x7' steps (instead of.a 5'x13.5' covered front entry porch With 6'x6'• steps and 4'x13' pergola); and installation of a newly proposed 12'x16' masonry patio and 2' wide stepping stone path to existing foot bridge, and as depicted on the site plan prepared by Draft Design, dated March 14, 2024, and received on April 22, 2024. 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, Glenn Goldsmith President, Board of Trustees 614 i Vill A W, PIC" BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK "A 'IM PERMIT I NO. 10187 DATE: JULY 13,2022 ISSUED TO: JOHN M. CARROLL&M. AMELIA MURPHY PROPERTY ADDRESS: 230 INLET LANE,GREENPORT SCTMN: 1000-43-5-4 AUTHORIZATION 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 July 13, 2022, and in consideration of application fee in the sum of$250.00 paid by John A Carroll & M. Amelia Murphy and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to raise in-place existing I and 2 story dwelling by approximately 2.81 to FEMA compliant elevation; construct a 459 second floor addition over one-story portion of dwelling and covered porch in place of existing roof deck; construct a 5.VxI8.5' extension of covered porch with 6'x6'steps and new roof deck above; construct a 5'x1 3.5' covered front entry porch with 6'x6' steps and 4'x13' open-roofed pergola; replace existing outdoor shower with a 5.7'x9.6' outdoor shower enclosure over gravel base and piped to proposed drainage f system; install 2'x2' paver stone walkways; expand existing pervious gravel driveway; remove existing conventional septic system and install new I/A OWTS sanitary system; install stormwater drainage system; and establish and perpetually maintain a 10'wide non-turf buffer, along the landward side of the edge of lawn; and that the area of existing natural vegetation situated between the wetland boundary and edge of lawn remain as a non-disturbance buffer; and as depicted on the site plan prepared by Draft Design Architecture& Interiors, received on July 13,2022,and stamped approved on July 13,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the year and day first above written. A�L I COW PA if V, Flt 3, Glenn Goldsmith,President. �Q�S�U�� Town Hall Annex Nicholas Krupski,Vice President ,�0� ®� 54375 Route 25 P.O.Box 1179 Eric Sepenoslci Southold,New York 1197.1 Liz Gillooly ti Joseph Finora Telephone(631) 765-1892 Fax(631) 765.6641 com iUzi i BOARD OF TOWN TRUSTEES 4 TOWN OF SOUTHOI.D P 13 APR - 8 2026 k CERTIFICATE OF COMPLIANCE #2363 C Date: March 31. 2026 THIS CERTIFIES that the construction of a 471 second floor addition over one-stormsportion of dwelling and covered porch in place of existing roof deck; construction of a 5 Px I$ 5'extension of covered porch with 2'x 16 steps and new roof deck above, construction of a 4.5' x 7' covered front entiy porch with below 4'xl2' roof overhang with 2'x 7' steps,• installation of a 12'xi 6' masonry patio and 2' wide steRping stone path• reRlacement of existing outdoor shower with a S 7'x9 6'outdoor shower enclosure over gravel base and piped to drainage system, installation of 2'x2' paver stone walkways, expansion of existing pervious gravel driveway, removal of existing*conventional septic system and installation of an I/A OWTS sanitary system; installation of storm,.yater drainage system-, and establishment of a 10'wide non-turf buffer along the landward side of the edge of lawn;the area of existing natural vegetation situated between the wetland boundary and edge of lawn remains as a non- disturbance buffer, At 236 Inlet Lane,Greenport Suffolk County Tax Map##1000-43-5.4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 27,2022 pursuant to which Trustees Wetland Permit i#10187 ! Dated July 13, 2022,was issued and Amended on May 15,2024 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 471 second floor addition over one-sto ortion of dwelling and covered porch in place of existing roof deck; construction of a 5.1'x18.5'extension of covered p orch with 2:x1 G'steps and new roof deck above construction of a d.5' x 7' covered front entry porch with below 4'x 12' roof overhang with 2' x 7' steps-, installation of a 12'xl6' inasonry patio and 2' wide stepping stone Rath,• re lacement of existing outdoor shower with a 5.70.6' outdoor shower enclosure over gravel base and piped to drainage System,• installation of 2'x2'paver stone walkways;expansion of existing_pervious gravel driveway• removal of existing conventional septic system and installation of an I/A OWTS sanitary system- installation of stormwater drainage system•and establishment of a 10'wide non-turf buffer along the landward side.of the edge of lawn;the area of existing natural vegetation situated between the wetland boundary and edge of lawn remains as a non- disturbance buffer. The certificate is issued to JOHN CARROLL&M. AMELIA MURPHY owners of the aforesaid property. Authorized Signature r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov PERMIT MODIFICATION August 1, 2024 M. Amelia Murphy and John M. Carroll 42 Chichester Road New Canaan, CT 06840 Re: Permit ID 1-4738-00947/00003 Murphy and Carroll Property 230 Inlet Lane Greenport SCTM # 1000-43-5-4 Expiration Date: 1/27/2027 ARNO-DEP Dear Permittee: Your recent request to modify the above permit has been reviewed pursuant to 6 NYCRR Part 621 (Uniform Procedures Regulations). It has been determined that the proposed modification will not substantially change the scope of the permitted actions or permit conditions. Therefore, the permit is modified to authorize the following changes. The dwelling will not be raised. Install a 2-foot wide stepping stone path to the existing foot bridge, a 12' x 16' bluestone patio on grade, covered porch, wood steps, and I/A OWTS. All work for this modification shall be done in conformance with the plans by Draft Design Architecture & Interiors last revised 2024-03-14 (sheet 1 of 4), and the septic design and stormwater management plans by DiLandro Andrews Engineering last revised 5/2/2024 (sheets 2-4 of 4), and stamped NYSDEC Approved on 8/1/2024. This letter is a modification to the permit, and as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the permit. Please be advised, this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Siin rely, Sherri L. Aicher /1 SLA/mrp Regional Permit Administrator Distribution List: En-Consultants BMHP File l N YN1 Departmentof NITY al OPPORN I Envtrrnmental Conservation NEW YORKSTATE CO.N,5'J:,R.VATf0N F,Idlfl►!DEC ID 14138-00941' PERMIT 'tJn"(f.ei-'the Eiivironllj'ent-aI Covkyvation Law (ECL) Permittee an.d .Facifity )nformafioii Perrhit.1gsued.To: Facility: M..AMEILIA'IMURPHY -CAIZROI 1,.PROIIj--,'MUk IRTY 42.CHICHESTER RD 2-0 INLETLNJIQ.00-43-5-4 NLVb''CAN-AAN GREE -, CT 0.6940 NPORT- NY ..11944 JOI-INIA CAIMOLL 42 CI RCH.ESTER!tD NEW CANAAN. CT 06840 (2.03)2534241 Facility Application Contact: EN-CONSULTANTS I-4 19-N..,SEA. RI] sbUTIJAMPTON,NY 11968 Facility Location:.. :in SOUTROL in::SU' .FOLK COUNTY ..F Facility Principal Reference Pbint: NYTM E: 722.444 NY'FN.[,-N: 4554,15.8'' Latitude: 41`q0633.0" Longitude:: 72621'02.9" Project Location: Gull Pond Inlet Wetlands Authorized ActjV' it-y:-- Rai-sc,.*atidrC.noVftte-tbe-existin bneand-'twosLo�-ysi.bcgle fijn-iij�, dW6.11ing 1 .9 ,ins 'Imt. Consti-ucL a gild:story:additio'n.:abQve the existing one story por'tion of tile dwQ]liii,),r-addition to. existing covered.-porch.and-deck above, steps,. new covered pbtch-atick steps;.outd 6or shower; pe rgola-. Stone pavers; re'locate-fbe-existing shed.Install an I/A'OW'FS and stomiwater drainage system. All work shall be incOnfotniance wi.ih'thd site P.1aa.by Draft-Design Architecture Iqterior.,-Omt revised 201-1,240*(1 of 4), and.the;sanitaty.and stormwater plans by DiLandrb'Andrews En-m-eering diate'd 1.1/16/2021 (2-31 o -4) pnd laa revised 12/13/202- 1 (4 of 4). all stimped ..f 'NYSDEC Approved" on. 1/28-/2022...-SA-P-449-012 & ARNO-.DIP Tidal Wetlands - Under Article 25 Perhift ID 1-473 18-00947/0000') New PCI-11.1it E-66elive Date: 1/2812022.. L,,4ffialmi hate_.!./27/202.7 Paige. I -of 7 1 r y[,VV YORI(S.i'A"r l][sPA121'111 iVT O} ENVIRONMEN:TAL CONSF.RVA7'1n1V VOW Facility D C ID 1-47.3.8-009 t7 f N'VSDEC Approval By acceptance of this perriizt,'the peemittee agrees that the permitmis cont ngent upon strict pnlpli'ance with the EC,L, all applicable regulations, itnd all conditions included as part of.this perni.it. i i Porttiit Admill.istrator:SUSAN..ACI�GRMAN, 1teaional.Pef-n]it:Adnlinistrato]: Address:, NYSDEC Region 1 Headquarters SUNYn'Sto]]y BrookJ5O.Circle Rd I Stony Brook, ,NY 179 -3409 i I Authori ed'Signatilre: _-- -- _ Dated/.1% Distribution List .EN-CONSUL,'I'ANT. Marine Habitat Protection Environmental.Permits Pcrniit Components i i NATURAL RESOURCE PERMIT CONDITIONS € 6ENI:RAL CONDITIONS, APPLY TO AIJ, AUTHORIZED I'J:iRMITS _ l NOTIFICATION OF 011JER PERM17113L OBLIGATIONS � — — i .NATURAL RESOURCKPERIY TT CONDITIONS -.Apply to the Following � Permits: TIDAL_ WETLANDS -I. Regulated Activities.Authorized B >This.PermitM`!'his ermi:t authorizes onl those re�7.Wated y p y � 1 activities/structures,.id niitied°uncles'the Section Authorized ActiVity..DEC does no.t issue arter-the-fact or as-built permits. This permit..does not authorize actNities: or:legitin]i e:.-the c:;ristence of.structures, which_woul.d have.required'a pern-tit but.for wlilch:no �]CI']]11t.0]'C1i11L'1'al1IhU1']LatlUn has.been.bl'allteCl DFC. ) 2. NOtice of COmhlenCcrnent At.least.48 hour s I1rlOr t0 COmmeilCel]]Cnt Of the p.rgj('et,.-the permittee. �) and contraefor shall sign and.return.tlle top portion of the enclosed notification fora] ccrtify.ilig that they are.Iully.z iwvare of and understand al.] terms and conditions.oCthi.spermit. Within 3� days of completion oI'project, tl]e'l]o.ttom portion ol'tlie firm n]tist also bt:sighed slid-retu%rnecl, along vvith pltotoaraphs or the completed work_ Page 2 o.f'7 � l 1 NEW YORI<-",,'F�A%I'E'D.tPART'.,NIENT'O.F ENVITIONPYI.ENTAL CONSERVATION Facility DEC 11.) 14738-0,0947* .3. Post.Permit Skrn '1111e perrilit si-giri encibsed with this;permit-.shallbe posted in a,C011SPICUOUS location on.:the�vork_sitje.and adequately prott;.cted'from the we8thcf. 4-. Failure.-to Meet Permit Cont.fitions Failure of the permittee.to-meet all-the conditions of'thi' permit is-a violation of this permit and grounds rbi-an:ordok to iminedi.ately'.6etlse thiG.Ijerljliited activity at the project site. S. Conformance With Plans All activities author-Ued by this permit 1111.1st bein Strict conformance with the-:approved plans submitted by the applicant or ap application. .plicanfs pjictit'0 Such-approved.plans were prepared by Dial]Desigh:Architecture& Lite of 4)..and the sanitary and storinwaterplans by DiLandro-Andrews*Engineeringdated 11.116/20.21 (2-3 of 4wid hast'r&vi's6d .12/13/2021 (4.of 4.), all stamped "NYSDEC.Approved" on 1/28/2022. G. Straw'Balcs.or Other-at Tidal W.et hnd A.cow Of staked strap balers orappi�()vgbie erosion qpriti-61 .,devices shall be placed at the..landward edge of the.buffer area:or 75 linear feet 6om the tidal dal wdtlai-id boundary, oral per the NYSDEG;appeoved-plAn,prior to.commenc.e.ment ofanyTCgLllate.d activities and remain in place and in 000d. hinctional..conditibn until the'proj-ett isconipleted,and all disturbed areas, are stabilized with vegptati6q, -7. Contain Exposed, Stockpiled S-OH8 Ali disturbed areas wh&e soil will be teiri Qrarily expq�ed or. stockpiled.for 10" stot�p. rigerflian 4811ours shall be-contailiedbya�,ontiiiuousi'lineofst;Aked haybal6s./ silt i. . . . hay bales (or otherNY�DtCapprovbd devices)pjAud on.thlz.seaward si.de.-between the 111.1 and the' wet]and or protected buffer area. Tarps-are authorized to.sitpple'tn'ent.these'approv'ed.inbfliods. S. Stbr-,tg&,df.Equi'Ynent,.M,iieri-�tl*� The of construction atorials shall.be P ppment.and m, confined Within-the projecl-work area.and/-br itpland areas,gVeater tha'n 75 linear fect.ftn-1 the tidal Wetland boundary. 9. Structure Must Be.-At'Least 75:Feet'LandWaH Of Welland.Bou—nd.ary This permit authOilizes 146 reconstruction or restoration of residential structures [ocated In-fl)-c adjacent area at the prescrib-e.d. m.iniinurn setback only: Structures located in tidal wetlands, or-structures in th&-.adiacen(area but located less than 75-Beet frorn, the wetland boundary are not aiiffiorizcd. 10. Area of Disffirbabee forStrueftires Disturbance to the.natural vegetation or topography greater than 2.5 6eet seaward.Of floe.approved'structure'is prohibited. I E No Disturbance.to Vegetated Tidal Wetlands There shall be.no disturbance to.vegetated tidal ,-N,et.lands or protected buffer areas as-a result of the-permitted.activities. U. Autborized Innovative/Alternative Onsibb Wastbw'ater Tr6,itment em SY st" S (j/A0WTS) ,QcptiC -v systeills' This permit aLith6r]�,cs the installation:of any models of . TS septIc sy5 tern whidi ]lave. n - rcceivedtfie-appi-oval-orilieSu.ffolkCo.uri Departn'ieiitofl-lealth Services-(SCDI.-IS). HSO)IIS rescinds its approval of one or rilore of thes e models during the term of this permit, *DEC will bb lbrig-Pr :,Ip.i?rOve-iiew.iiistallati.�.)ns ofthatmb&l.The 1.1st of I/A OWT5.-systerns which have received'.approval by SCDFIS are found oj!.Iheqtjff6lk, County W6bsite Linder file keela in Our Water- Hoindowner-s,6ctioll at., Overview-of Provisioriall' Y.Appi-oved TeQ'll:ii0l-QgYies. Fair'e 3.<j.f 7 NEW VOkl< STATE DEPARTMENT 0*11 ENVJI GNMENTAL CONSERVATION 1",:Cffity DEC 11) 1-47138r"0O947 13. Milint6nian6c of.fiftst.-Mkd Innoviffive/Altern-ative-Ofisit.e Wastcwa ter'Treat in en t.SvStenjs (11A OWTS) The perraitteo-must maiii.tain.service and repair the installed UA OWTS in a-&-ordan c will the [6.rth.in.the S.uffol*Jt.CountV Depq(nient of-J-1ealth Services.(,SCDI:l.S) permit issued for the system. 14.. St*oj.mw-,tti6r Treatment'System J'he-st0j.,.3jwejtej-j reatri'lent system must be:inspected an'd'zleaned as per the manufacturer's specifliciatibris,the.p6rtnittee shall kec*p* a written.nialblenaij.6Q lob of all. 'inspections and service to be made available to Ml.0 upon requzSt.. 15. Roof Runoff DiredW to Draifing'e.Systeifi Roof runoff shall be directed t6 the storm eater drainage system:as shown.:on the approved plans. 16. Drive'Way/Paikind Area of Pervious NLaterial Driveway.,an.d parking.ing areas shall lie constructed of NYSDk.'-approved pOrV-iQLiS materials. ri 1.7. Clean Fill Only. A.11.fill shall consistof clean sand, gravel, or soil (not asphalt., slag, Qyasli, broken eoncret&d-r demolition debris), is. Conercte.L.eachate DuringWilstruction.no wet or fresh concrete or leachate shall be-allowed to escape into alit/wetlands or waters of New York State. nor shall'washings from ready-�rnik.ed'concretetrucks, mixers,or other devices.be allowed to enter any wet.land (Yr waters.. Only watertight or wate Pro6fforms.shall.be used. Wet concrete shall not be displace wati�t within the ,forms. rp poured to d P m Vegetate AII'Digturbed Areas Thd periiiittee shall.re.vegetatc all.exposed faces and disturbed areas. to prevent. 0.i I;s erosion prior.20. No Construction Debris in Wietkindor Adjacent Area Any debris or exdb..qs material trorri cbhstrucVbn'ofthis p* ' '6ct shall be completely removed from tha.adjacent area (upland)and removed to rol an approved upland area for disposal- No debris.is f?ofiiiitted 1h wetlands and/or Orot&ted b.uffef areas_ 2j. Precautions-Against C o>rxtannination of Waters All.necessary precautions-shall be taken to. pr.ec]Lide.coiitaiiiinzitiefii oFany Wetland or waterway by suspended solids,sedioiepts, .fuel.8-. solvents, lubricants, epoxy coatings, paints, concrete 'leac]late or:any other onvironriieh taIly'del6tetio Lis materials assocititcd wish the.project. k .22. 8:tatc May.Require Site Restoration If Upon tIle'&xpirat expiration 0.F.re.vocati.0.11 oWthi§ jjed-nit, th.e. project hereby authorized has -com. -hall., withow expense tQ the.Stab e.and. .�notbeon . pleted. thea applicant -P Pp to sucli ekteni and.in such time and YIIAnhor as the Mpaftmeij.t. Conservation tion may Ia.Nx,ftilly require, remove.all.or any al e f portion of the Lij. o plet d structure or tall and restore the site t6 its former condition. No' claini.shall be made a(rainst the'Stdte of Now York oil:account ofanV such renloval.or alteration. Pagel of,7 NEW PORK STXT1-,AJ-tPARTMr,_Mr OF-ENVIRONMENTAL,CONSERVATION Fad.fity.DEC 11.)'1473&Q.094-7 23. 'State M-iv Order RenioN-,il'ot-Alteration of Work If 111tUl-e-operation-s.by the-State of New York require analteration in th .pOsit'01.1 of thesjr e LICUffe or,work herein )ti1h'drizdd,'or.V ih'the-ophii ii ofthe. DepArti-ften't'df EnvirbiInio.ntal COI!Sef 7atiOb it S11211 cause unreasp nab]e obstruct io 11 to:the freeavi i u' tii on n ga of said waters Or'fIQOd-flows or endanuer th-e health.-s fet L__ a y or iv-elfare of the pppple of the-State, OT cause loss or dcstruc.tiOli of the natural resources-of the-'State. the owner may lie ordered.by the'Departia . . I -ient to remove or.alter the. structural work., obstrdetibns,br hazatds caused thqreby witlioui expense.to the.State; and if, upon the expiration or revoc tion ci f tj ils permit, the structure, fill, excavation, of.other modification of the li&eby autho.rized shall jw. be compJeled ..?thew.oners, s'h,(l.l, I expense to tlwstate,and to such.ext�mt:and iiisuch-time and ffianner as the D' a ep, ' ftmentbf Environmental Conservation.may require, remove c.i.11 or any portion of the.uncompleted structure or fill and restore to I ts-:fornier cond" iofi the.ma".gabI6.and floodcapacity bf the watercourse. No claim.811all be'i-hacle against:the:Si.ate of New York ti n 'ICCOILIlt Of any SUCIT removal or alteration. 24. State:Not Liabit'for Dainaige The State of New York shall.in no case-be liable for any damage or injury to the st.rqu.u.re-.-pr work here-in authorized which May be caused bybi%residt from.fut r 'Pe a u e 0 r. tions undertaken by the Stat.0 The the obnsev�ati.oti or improvement o-Enavigation,or,for other purposes,and-no: claimpr right to compensation shall accrue ftom any stick d.ani d e'. GENERAL CONDITIONS - Apply to ALL Autliorized Peemits- 1. Facifity.1 iris pettio n by The Oppartment The potlijitted-site or facility, inc'liiding.reJ&v*an't..records,.is stt6i6ot to inspe'etio'n' at reasonable h0urs.a.nd interv.As,hy an-.a-Lith.odze.d:rePr.P5i211-tative of the'Departm eht ... Of Elivironmental Conservation.(the Department) to d.etermine whether flie.porni tfee.is.compl ying with this permit and the ECL. Stich. representative may order the ,vork.su.speaded Pursuant to ECL 71.- 0301 and SAPA 4.01(3). The perm itree shall provide'a'Pei" soffto accompany the De I -e -esentative durin—an his ection partfl.ent's I pj I . t:.. -P to:the permil area when.request0d by-the-Departnient, A copy of this permit. -er( C P.s dr�qwiniys and special conditions, must,be-:avdi-I able. all'yef --n"ed.ma 1brJMp6ctJ.on by the Department at all timesatthe pr(Jectsiteor facility. Failure to.p'rodt'i6"e'.a copy 6f the permit upon request by a D-Lp'Ltj".tlllcllt..k presentative is a violation of this,pel-i-nit. 1. Relationship of this'.Permit to Other Ueparthient Orders'and Determinations U.n'less expressly Provided.for by the.Depa tnient, issuance of th i's permit.dMs e riot lliodi:fy. supersede ot-rescind'airy ardor or deterininc;ftio*n pi-e-viously issued by the Department or ally of the ternis.-conditions.or requirements contained in stici.i.otdcr.-or.-d'eterni-iiiaLioii. Page 5 of! NEW YOI�K C6.NSERV'XT1ON.-- racility 11ECID 1-473M0',94i7' 3. Applicafians F.o.r-Permit Reneiyqls,Jklodificationg or Traxisfers. The-'pje'rrtiitt&e 1.11U.St-Subrn.ita scparate Wrilteh Application to flic Depi7irtmeni for pebi il rene wil, modification or irans.fer of this perni.it. Such-application must inchtde-any fOrnis or ;Lij)plefiiciital.-iiifoi-i-natioiI the.Deb. reqcdres. Any renewal, m6difikation or transfer g 'hted by the Department must be in writinu Submissi-on o�' r.a .applicati-oos for permit renewal, modification Or traft,,Zer at&tb.be.ubmitted tb- R-C-olonal Perlylit Adhi-inistrab:Yr NYS-DEC 1Z.0glort I 1-.1eadqLVart.ers SUNY @y Swny-BrookISO Circle Rd Stony. Brook, NY.1 1790 0-3409. 4. Subibis'Siox! of R-enewdll Application The port' ittee must. n subnjit a rerewal,applicatiort atkast 30 days be-F6rQ-perniit.cx.p iration f6-the-J611owilig, g Per-i-fiit'htitlio'ri7at-joils'- Tidal Wetlands. Perm it.mo.difieiif ion.s,:Suspjapsions and..Re-yQqifi.ons by the Department The Department reserves the right to exercise se all avgila ble autlicirity-to mo,.difi/.-suspend orxevoke this permit. 'rho grounds for i-n-odification,.suspension.or re<<ocation include: a-. material or inacentate-.8tatell-LOnt-s in the PeI7111it PP i ti h a I ca ion or Supporting papers; b. failure by the perm 41 ttee-to coniply wit6any'.t.eins or conditions:of the permit; 0. exceeding'the scope of a§-dc�cribed i'll the.be-pe P rrIiii application; d-- newly, -discovered Material iii -n.fori .ation or a naaferial C'lian. gc.in cri.viroji.niciltal conditions, relevant tech e. noiiconipliance,with.pi-evio'usIy issUed. permit mit whditions,orders of the cornp-iis'sioner, any prQv e E isi.ons of the. Con.',servatioii LaW or regUlations of the Department re4at(M to thopen-ftitt&Ct activity. 6. PermIttransf6r Periiiils aye-transferrable unless specificall".pr.ohibited. ter by stat regs-)uflation or anotlaei Y X1 didaii. Applications for perm-It It transf6r S'hOUld . itte besUbm priot to actual Muller of P1,1111t coil f j d ownership: Page 6 of 7 N.E V YO1tK STA t.E DEPARTMENT OF ENVIt2ON.N].P.NTAL CONSERVATION F<iciiitj, DEC 11) I'-47.38-00947 k 4 i ti i E i NOTIFICATION OF OTHER PERMITTEE OBLICATIONS s 6 Item A:.Pcrznittee Accepts Legal Responsibility and Agrecs to lndemnificat%an The ' ermittee, excepting estate or fecioral agencies,expressly acrees to indetnnify and hold harmless the.. Department of Environmental* ofthe State of Neiv York, its reptesentatives, employees,. -atid.agents ("DEC") foi•all.elaims, stets, actions, and damages:to the extent attr'ibutable.to.the perch t.tee'.s acts or oniissi.aris ire connection with the permittee's:aitdeital:ing of activities in.coiineetion with,or c>perati.on and nDaittfenance.oF; the facility or.facilities aitthorizedby the-permit whether in. cotnpliiinee.or not-in coftlpliatice,with.the tetins and condifiahs of the pekinit: "Phis indemnification does net extend to ariy.claims,.suits, actions,-or damages to the extent attributable to DLC`s ow.n hegli-eiit or intientioital ai is or oinissioris, or to any claims, suits,.or.actions naming the DEX and arising.under Article 78 of the New York Civil Practice Laws acid 17i.tles or snit or civil rights provision under federal or state.'laws, Item.M3: Permftte4's Contraetor..s to Comply with Permit The pertnittec*is responsible:for-Info. . ing its.itidependent contractors;employees, agents.and assigns of 'theii..-i•esponsibility to comply with this permit, iricluding ali:special conditions` pile acting as the permittee's agent with respect to the-permitted,activities, and.such persons.shall be.sut ject.to-the same saiictions:.for uiolatiotis of the Enviroiimeiital Conservation Law as.those prescribed.for t.1w.perinittee.. :Item C: Permittee Responsible.for"Obtaining Other.Required Permits The permittec,:is responsible for.obtaiitin�any other-permits:approvals, lands, easertieiits and..rights-of way that.may be-:req uii-.ed.t.o carry:a.ut the activities that-are authorized by this permit_ Item ll; IN4 Right to Trespass-or Interfere with Riparian Rights This permit does ooteoiiveyr to the l ertlaittee any right to:trespass upon the lands or.intecfere with the riparian rights ofotber:s in order to perform the permitted worlc nor does it authorize the impairriaem of any rights."title.or interest i.ia-real orpersonal property held.or vested in a person not;a party to the permit. l 1 Paige 7'of 7 f FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 29, 2021 TO: Robert Herrmann(Carroll) 1319 North Sea Road Southampton,NY 11968 Please take notice that your application dated November 9, 2021: For permit to: raise and to construct additions and alterations to an existing single-family dwelliniz at: Location of property: 230 Inlet Lane, Greenport,NY County Tax Map No. 1000 - Section 43 Block 5 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 22,150 sq. ft. lot(16,925sq. ft. buildable land) in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124-which states lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet. The proposed construction will have a side yard setback of 6.4 feet. Authorized Sig ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS Southold Town Hall J Leslie Kanes Weisman,Chairperson �� ' � 53095 Main Road o P.O. Box 1179 Southold,NY 1 1 97 1-0959 Patricia Acampora sa Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ® * 54375 Main Road(at Youngs Avenue) N i c 1 ru SMa mto ®� � � Southold, NY 11971 D http://southoldtownny.gov JUN 2 4 2022 ZONING BOARD OF APPEALS RECEIVE TOWN OF SOUTHOLD 1.4Jff,P1TNG DEPT- Tel.(631) 765-1809 •Fax (631) 765-9064 TO iTl Clf' "�'1)'Ft� O'��D J U N 2 3 2022 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DUNE 16, 2022 Southold Town Clerk ZBA FILE: #7636 NAME OF APPLICANT: John M. Carroll and Amelia Murphy PROPERTY LOCATION: 230 Inlet Lane, Greenport, NY SCTM# 1000-43-5-4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated February 2, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated May 26, 2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 16,925 square foot water front parcel located in an R-40 Zoning District. The parcel runs 75 feet along Inlet Lane, runs 311.90 feet on the North side, 81.99 feet along Gull Pond Inlet, and 278.77 feet on the South side. The parcel is improved with a one and two story frame house and a foot bridge out into Gull Pond Inlet and the survey shows"landward edge of Tidal Wetlands as delineated by En-Consultants on September 9, 2020". All is shown on a survey by John T. Metzger dated April 1, 2021. BASIS OF APPLICATION: Request for a Variance from Sections 280-124 and the Building Inspector's December 29, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations-to an existing single family dwelling, at; 1) located less than the code required minimum side yard setback of 15 feet; located at: 230 Inlet Lane, (Adj. to Gardiners Bay) Greenport, NY:SCTM# 1000-43-5-4. RELIEF REQUESTED: The applicant requests a variance to construct a second floor addition that will result in a side yard setback of 6.4 feet where town code requires a minimum side yard setback of 15 feet. Page 2,June 16,2022 47636, Carroll-Murphy SCTM No. 1000-43-5-4 ADDITIONAL INFORMATION: The applicant also plans to elevate the structure to meet FEMA compliance. The applicant submitted their New York State Department of Conservation to commence work as described with conditions. The conditions include, but are not limited to, the installation of a I/A OWTS and stormwater drainage system. The applicant's representative described prior comparable variances granted to neighboring properties as follows: • #403 dated August 10, 1961 to Joseph Vojick at 480 Inlet Lane, Greenport, for 8 feet side yard setback. • #3833 dated April 27, 1989 for Peter DeSanctis at 380 Inlet Lane, Greenport, for 3.2 feet side yard setback. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2,2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a waterfront neighborhood which consists of single family homes on sub-standard lots. The house is being raised to meet FEMA regulations and a second floor additions is being added above an existing one story part of the house. The existing setback is not being changed. While the raising of the house to meet current FEMA regulations will change the character of the neighborhood the proposed additions and alterations which require variance relief will not change the character of the neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could center the house on the parcel after raising it. However, this would bring the house closer to the wetlands and the applicant would have to file for additional approvals from the DEC and Town trustees. The proposed location of the house is as far away as possible from the wetlands. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 57% relief from the code. However,the variance is for a second story addition and the existing side yard setback will not change. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code, has received a Department of Environmental Conservation permit in January 2022. And must obtain approval from the Board of Town Trustees 5. Town Law §267-b(3)(b)(5). The difficulty has not been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-1b. Grant of the requested relief is the minimum action necessary and adequate) to enable the applicant to enjoy the benefit of a second story addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,June 16, 2022 #7636, Carroll-Murphy SCTM No. 1000-43-5-4 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Acampora, and duly carried, to GRANT the variance as applied for, and shown on the Site Plan last revised December 20, 2021 and Architectural Plans (Sheets EX 3.1; EX3.2; EX4.0; EX4.1; A3.0, A3.1; A3.2; A4.0; A4.1) last revised October 10, 2021, all prepared by Brendan W. Maloney, R.A. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The existing 12.2 ft. by 8.3 ft. shed shall be relocated to a Code Conforming location. 2. The applicant shall install an Innovation Advanced (I/A) septic system as approved by the Suffolk County Department of Health Services. 3. The applicant shall obtain approval from the Southold Town Board of Trustees This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failttre to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Deportment of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive.one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE Page 4,June 16, 2022 97636, Carroll-Murphy SCTM No. 1000-43-5-4 WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) P2s1_ie1K&_anes Weisman, Chairperson Approved for filing / / 7/2022 BOARD MEMBERS ��®F s® �® Southold Town Hall Leslie Kanes Weisman, Chairperson �® 53095 Main Road • P.O. Box 1179 Southold,NY l 1971-0959 Patricia Acampora Office Location: Eric Dantes R a0 Town Annex/First Floor, � Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planarriento �Coum,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS,,t TOWN OF SOUTHOLD Tel. (631) 765-1809 April 10, 2024 APR 3 0 2024 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton,NY 11968 Re: De Minimus Request, File #7636 Carroll, 230 Inlet Lane, Greenport SCTM No. 1000-43-5-4 Dear Mr. Herrmann; We are in receipt of your correspondence, dated March 28, 2024, requesting a de minimus approval related to ZBA determination #7636, dated June 16, 2022, in which variance relief was granted to construct additions and alterations to a single family dwelling, upon the above referenced premises. In your letter, you explain that the owners have previously obtained approvals from the Southold Town Board of Trustees and Suffolk County Department of Health Services, and that the elevation of the dwelling was to achieve FEMA compliance. Because of escalating costs of construction, your clients wish to modify the architectural design by not elevating the structure. Furthermore, they propose a 472 sq. ft. 2nd story addition, instead of the previously approved 459 sq. ft. 2nd floor addition, which is an increase of 12 sq. ft. I have reviewed your request, the Site Plan last revised March 14, 2024, prepared by Brendan M. Maloney, R. A., and have determined that the revised design, as depicted, is de minimus in nature, subject to the approval of all involved agencies. Please be advised that all conditions of approval will still apply. Also, submit to our office an additional original, signed and sealed Site Plan and two sets of signed and sealed Architectural Plans depicting the proposed changes, and contact our office if you have any further questions. c rely, CZ Leslie Kanes Weisman, Chairperson cc: Building Department At EN-CONSULTANTS AP' 3 ZD24 March 28, 2024 Leslie Weisman, Chairwoman ZONING BOARD®FaAWALS Board of Zoning Appeals, Town of Southold P.O. Box 1179 Southold, NY 11971 J" Re: John and Amy Carroll,230 Inlet Lane,Greenport(Case No.7636) Dear Ms. Weisman: The above referenced Board determination, which was approved for filing on Jun 17, 2022, granted the variance approval necessary to construct a 459 sf 2nd story addition over a 1-story portion of an existing dwelling and porch, with a 5.1' x 18.5' addition to the existing covered porch (with a 2°d floor deck above it). Relief was required to maintain the existing 6.4-ft side setback where a minimum setback of 15 is required. Although not believed to be a substantial renovation, the applicants were also voluntarily proposing to raise the altered dwelling to achieve FEMA compliance. Although the owners also obtained the additionally necessary approvals from the Town Trustees and Suffolk County Department of Health Services, it became apparent that the quickly escalating costs of construction were going to impact their ability to voluntarily elevate the renovated dwelling. Therefore, they have since modified the architectural design to propose nearly identical additions, again maintaining the existing 6.4-foot side setback, but without elevating the house. Specifically, now proposed in the same location is a 411 sf 2nd'story addition over a 1-story portion of an existing dwelling and a 5.1' x l 8.5' addition to the existing covered porch(with a 2nd floor deck above it), as depicted on the enclosed site plan prepared by Draft Design Architecture&Interiors, last dated March 14, 2024. The slight increase in the square footage of the addition results from retention of the chimney that was to be removed under the prior design, which in turn creates the need for 12 additional square feet of interior space to provide adequate access to the addition. This increase in footprint of the 2°d story addition is gained through an equal decrease in the footprint of the 2nd floor deck above the covered porch addition. Therefore,pursuant to the Board's"right to substitute a similar design that is de minimus in nature for an alteration that does not increase the degree of nonconformity," I am writing to respectfully request that the Board issue a "de minimus letter"to authorize the revised site plan because a)the previously proposed elevation of the dwelling did not itself trigger'the need for variance relief; b) it could be argued that the variance was granted despite the raising of the dwelling,as the Board determined"while the raising of the house to meet current FEMA regulations will change the character of the neighborhood,the proposed additions and alterations which require variance relief will not change the character of the neighborhood;" c) except as described above, the proposed additions and alterations requiring variance relief are otherwise identical to those currently approved; and d) the existing/proposed side setback of 6.4 feet remains unchanged. Please let me know if you have any questions or require any additional information in support of our request,and we thank you for your consideration. Resp f lly yours, 1 Ro ert errmann Coastal Management Specialist 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting BOARD MEMBERS ' Of So(�I�O Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. N Office Location: Nicholas Planamento • aOQ Town Annex/First Floor Margaret Steinbugler ®l�'COUN�� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Q U Tel. (631) 765-1809 no EXTENSION(DETERMINATION nJUN 1 8 2025 One Year Extension Special Meeting of June 5,2025 Building Department ZBA FILE: #7636 -rovin of souttzoid NAME OF APPLICANT: John M. Carroll and Amelia Murphy PROPERTY LOCATION: 230 Inlet Lane, Greenport,NY SCTM# 1000-43-5-4 BASIS OF APPLICATION: Request for a Variance from Sections 280-124 and the Building Inspector's December 29, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at; 1) located less than the code required minimum side yard setback of 15 feet; located at: 230 Inlet Lane, (Adj.to Gardiners Bay)Greenport,NY. SCTM# 1000-43-5-4. RELIEF REQUESTED: The applicant requests a variance to construct a second floor addition that will result in a side yard setback of 6.4 feet where town code requires a minimum side yard setback of 15 feet. DATE OF PUBLIC HEARING: June 2, 2022 This request for a variance was originally Granted with conditions on June 16, 2022. By email correspondence received May 22, 2025, Robert Herrmann of En-Consultants, on behalf of his client, requested an extension of the variance relief. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Lehnert, and duly carried,to GRANT, the applicant's request that the above cited determination be extended to June 16, 2026. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The existing 12.2 ft. by 8.3 ft. shed shall be relocated to a Code Conforming location. 2. The applicant shall install an Innovation Advanced (I/A) septic system as approved by the Suffolk County Department of Health Services. 3. The applicant shall obtain approval from the Southold Town Board of Trustees Vote of the Board: Ayes: Members Weisman, Lehnert, Planamento, and Steinbugler. This Resolution was duly ad p�ted (4-0). Leslie Kanes Weisman, Chairperson Approved for filing �/ /-] /2025 EN-CONSULTANTS May 22,2025 Leslie Weisman,Chairwoman Office of the Board of Zoning Appeals Town of Southold i P.O. Box 1179 j Southold,NY 11971 Re: Carroll.230 Inlet Lane, Greenport,Appeal No.7636 Dear Ms. Weisman: Pursuant to Chapter 280-146(B)of the Town Code, I am writing to request the first of three possible consecutive one-year extensions of the above referenced variance approval,which would otherwise expire on or about June 17,2025. I thank you in advance for your attention to our request. Resp illy yours, Robert :. en-tnann Coastal Management Specialist 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting APR302025 ,cs ¢fpt, � BUILDING DEPARTMENT-Electrical Inspector eme�t TOWN OF SOUTHOLD > uiteBF �j Sc �ED Sl�3'� a�@Eii,C� Town Hall Annex- 54375 Main Road - PO Box 1171�lRih G, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 <•. �; iameshOsoutholdtownny.gov- seandgsoutholdtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: W M IS CT �e WC Electrician's Name: l p 0 1 I License No.: �j ME Elec. email: LON Elec. Phone No; 1 request an email copy of Certificate of Compliance Elec. Address.: C V 'g k V0 IQ•-h5-A D 1q C JOB SITE INFORMATION (All Information Required) Name: VNS ZF r Address: ?JO I Af LEL L L P j Cross Street: I AU Phone No.; po SAS ' Bldg.Permit#: 15JqS-'7 email: ELCOWtC AW hV/LPW A)t. Tax Map District: 1000 Section: Block: S Lot: Ou BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 1777777, Circle All That Apply: Is job ready for inspection?: ❑ YES nNO Rough In, F-] Final Do you need a Temp Certificate?: ( YES 0 NO Issued On �-11y 4 14 50 Temp Information: (All information required) Service SizeK1 Ph 73 Ph Size: 2,04P A #Meters Old Meter# gNew ServiceOFire ReconnectE]Flood ReconnectOService Reconnectgunderground Eloverhead #Underground Laterals 1 2 H Frame Ej Pole Work done on Service? K,y N Additional Information: PAYMENT DUE WITH APPLICATION Pd V)w WT\f \s h- S-.r Vk CAt, SpfFOt,�`' �p� OGy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD w Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 A �a0�� Telephone (631) 765-1802 Temporary Certificate # IBU� Date i 2025 Customer NameKcus i Electrician Name 'S 6 e C. I o C Address a Phone e-mail P � . -com e-mail—r C i MQ► 1• CC)rY1 Phone 3 3 Sv�J License# 50. 93 - ff)F Size aU o A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel X P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date abo . c Authorized by ,L� t6 APR 3 0 2025 BUILDING DEPARTMENT-Electrical Inspector �saret TOWN OF SOUTHOLD Ya� �oe�f SOU16 6d Town Hall Annex- 54375 Main Road - PO Box 1171 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 r, r lameshQ-southoldtownny.gov -- seand(a-southoldtownny, ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: .16) MIS CT )C I ANC— Electrician's Name: VOLRKOWSJ ' j License No.: Y4 Elec. email: -to P4 1G M L. Wfl Elec. Phone No: . 1 request an email copy of Certificate of Compliance Elec. Address.: 4 5- Pyly AV Ule—,Q-kf 1A (7 t AM 1010 JOB SITE INFORMATION (All Information Required) Name: 9'6 Z6tWfA4 _ Address: a/W J L /y L f F T C'KT Cross Street: Phone No.: ©ws- Bldg.Permit#: 15jgs7 email: yr C ill L �d�1�41L, c Tax Map District: 1000 Section: Block: 0S Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES nNO ❑Rough In . . ❑ Final a� Do you need a Temp Certificate?: YES ❑ NO issued On Temp Information: (All information required) Service SizeR1 Ph❑3 Ph Size: 2,0-(7 A #Meters Old Meter# New Service[:]Fire Reconnect[]Flood.Reconnect❑Service ReconnectAlInderground[]Overhead # Underground Laterals 1__jj2Z H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION (CO I wq �\C�k- S-e-r Vk C�, PERMIT# Address: Switches Outlets G F I's 10 Surface Sconces H H's UC Lts Fridge HW G s-,� POOL Fans �� Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPADisc Combo Cooktop Minisplit Blower AC A Hood Blower Service Amps L � Havel-AOUsed Sub Amps Have Used Comments f /Z f �F� At EN-CONSULTANTS November 8,2021 REQUEST FOR LETTER OF DISAPPROVAL Michael Verity, Chief Building Inspector Town of Southold Building Department Town Hall,53095 Main Road Southold,New York 11971 Re: John M. &Amelia Murphy Carroll 230 Inlet Lane, Greenport SCTM#1000-43-5-4 Dear Mr. Verity: In regard to the above referenced property, enclosed are the following for your review: 1. One(1)Building Permit Application. 2. Existing&proposed floor plans and elevations,prepared DraftDesign Architecture&Interiors, last dated October 28, 2021. 3. Site plan prepared by DraftDesign Architecture&Interiors, last dated October 28,2021. 4. Survey prepared by Peconic Surveyors, P.C., last dated May 20,2021. 5. Application fee of$50. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sincer y, Robert E. Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting EN-CONSULTANTS November 15,2021 REQUEST FOR LETTER OF DISAPPROVAL Amanda Nunemaker Town of Southold Building Department Town Hall, 53095 Main Road Southold,New York 11971 Re: John M. &Amelia Murphy Carroll 230 Inlet Lane, Greenport SCTM#1000-43-5-4 Dear Ms.Nunemaker As per your discussion with Rob regarding the above referenced, attached is the correct plan. Should any additional information be required,please do not hesitate to contact our office. Since ely, e 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting EN-CONSULTANTS DEC 1 0 2021 E 0 U E DD BUILDING DEPT. TOWN OF SOUTHOLD December 9, 2021 Amanda Nunemaker Town of Southold Building Department Town Hall,53095 Main Road Southold,New York 11971 Re: John M. &Amelia Murphy Carroll 230 Inlet Lane, Greenport SCTM#1000-43-5-4 Dear Ms.Nunemaker Enclosed for your review please find the revised site plan,prepared by DraftDesign Architecture& Interiors, last dated December 1,2021, depicting relocation of the existing shed and correcting the proposed setback between the southerly property line and the raised house. Should any additional information be required,please do not hesitate to contact our office. Sinc ely, im el. e 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting EN-CONSULTANTS October 1, 2024 Town of Southold Building Department Town Hall, 53095 Main Road Southold,New York 11971 Re: 230 Inlet Lane, Greenport SCTM#1000-43-5-4 Dear Building Inspector: We represent John&Amelia M. Carroll,who are proposing renovations/additions to the existing 1 and 2-story dwelling on their property referenced above. Enclosed for your review are the following: l. Building Permit Application. 2. One(1)survey prepared by Peconic Surveyors, P.C., last dated July 7, 2022.. 3. Four(4)sets of plans prepared by DraftDesign Architecture&Interiors, issued September 7,2024. 4. Southold Trustees Permit#10187,dated July 13, 2022. 5. Southold Trustees Permit Extension&Administrative Amendment, dated June 4,2024. 6. NYS DEC Permit#1-4738-0947/00003, dated January 28, 2022. 7. NYS DEC Permit Modification,dated August 1,2024. 8. ZBA File#7636 Findings, Deliberations &Determination, approved for filing June 17,2022. 9. ZBA File#7636 DeMinimus Approval,dated April 10, 2024. 10. SCDHS Approval to Construct, dated May 20,2024. 1 trust this information shall allow you to process our permit request. Should any additional information be required, please do not hesitate to contact our office. Sincer ly, Robe rrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsuItants.com environmental consulting N : . .} SURVEY OF PROPER,-Y �� ,;, s, ry, Za r u� MANHANSET A VENUE A T GREENPORT 0 83�� z W TOWN OF SOUTHOLD �,>� . n W cr-, SUFFOLK COUNTY, N. Y. (--- RELOCATED 12.2'x 8.3'SHED 7 000-43-05-04 1-1- W PROPOSED 2'x 2'BLUESTONE O PROJECT LIMITING SILT FENCE(AREA OF SCALE. 1 ��20 T PROPOSED 12 CULTEC FIELD STORM WATER PAVERS SET IN GRASS LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED DRAINAGE SYSTEM(SEE ENGINEERING DISTURBANCE 9,002 SQ.FT. BY EN-CONSULTANTS ON SEPTEMBER 9TH,2020 APRIL 7, 2027 WATER METER M PLAN BY OTHERS FOR DETAILS) Q EXISTING 12.2'x 8.3 SHED TO BE RELOCATED PROPOSED 10'WIDE NON-TURF BUFFER n EXISTING OIL TANK ON SLAB PROPOSED 5.7'x 9.6'OUTDOOR SHOWER C.L. 1 WALL OVER GRAVEL BASE(PIPED TO DRAINAGE EL. 4.9' 02N BLOCK WALL L SYSTEM)IN PLACE OF EXISTING SHOWER .CLI �' 1 Z EL. 4.2' S87005, 0,,E 0.3'S r. 21zUJI J _ o '- W - - __ I _ _ 20 DEWEY LANE j ? O I , F k�b - r HAMPTON BAYS, NY 11946 QLI � TEST HOLE 0000 L ' \ ❑ © COPYRIGHT NOTICE: RAVEL DRIVEWAY THE FOLLOWING DRAWINGS ARE AN 39.4' � � ZONEAE -� �'�' ❑ EX.1&2 STY HOUSE TO BE �_� r/ ' U ❑ EL 7 C 9 INSTRUMENT OF SERVICE AND SHALL _ _w _- - ^ RAISED,IN PLACE, ', - '� l I /1 REMAIN THE PROPERTY OF THE erin =p� ❑ N APPROX.E8'9F5I L 6J'TO cd fr/ /./� 1 \ \=L WETLANDS �� A l ARCHITECT.THE CONCEPTS AND IR 5/ ❑ J O E ❑ F �� J �v c�, DESIGNS CONTAINED HEREIN ARE W I h I I,` EPA�� 01 r-- l ;' INTENDED FOR THE SPECIFIED LOCATION 0 0; ❑ ,% 1 PROP.459 SQ.FT.2ND ;/ AND CLIENT. UNDER NO OO N STY ADD.OVER I ❑ ❑❑❑❑❑❑❑❑❑d❑❑❑❑I�❑❑�� _ F--____�� Z �, -.�_, - I (EXISTING 1 STY.PORTION i ❑�� C7❑❑ +92 {�j r \/ OOT BRjOGE CIRCUMSTANCES SHOULD THEY BE USED _ BY ANOTHER PARTY OR IN ANY OTHER OF DWELLING AND ❑ b- LOCATION. C.L. - - ❑� ' I 1 21R4' i ❑ // - _"� ��ED ARCh'j ANY CHANGES MADE TO THE PLANS -' I EL-1 4.2V rj �❑ - i�,/�' I �D� --- Q - 5�' tJ M M�+L T� NOT BY DRAFT, OR WITHOUT WRITTEN EL. 4.4' W I - . ❑❑❑ - - - - _ �' / 0 OP o F� ❑❑❑❑❑❑❑ ❑ ❑❑ b wO �s O CONSENT OF DRAFT IS IN VIOLATION OF O FE TIMBER EDGEIN �w ��%' F 0.35 __ - - _ _ LAW AND STRICTLY PROHIBITED. IF AN o, I HEDGE EL.3.5' �- I- - - - - _ 0.2E - �* -- %'� -`�/� i ? ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT N87°'OS 00',W t i, , 2 78. 77�� ; ;, �' _ . W SHALL AFFIX TO HIS ITEM THE SEAL AND 3 0421�o 01 THE NOTATION"ALTERED BY"FOLLOWED PROPOSED I/A SANITARY BY HIS SIGNATURE AND THE DATE OF SYSTEM(SEE ENGINEERING '`` '' %/'i� _ �-�� SUCH ALTERATION, AND A SPECIFIC -� /� PLAN BY OTHERS FOR DETAILS) 6.4' PROPOSED MINIMUM SETBACK DESCRIPTION OF THE ALTERATION. " A PROPOSED 5'x 13.5'COVERED PORCH AND 6'x 6'WOOD STEPS PROPOSED 5.1'x 18.5'ADDITION TO ZONING INFORMATION GENERAL NOTES: NOTE: PROPOSED 13'x 4'OPEN PERGOLA ABOVE COVERED PORCH(WITH 2ND FLOOR ALL CONSTRUCTION TO CONFORM DECK ABOVE)AND 6'x 6'STEPS WITH ALL APPLICABLE PROVISIONS TOTAL AREA OF PROPERTY: 22,150 SQ.FT.6.4'PROPOSED MINIMUM SETBACK EXISTING I8'x 18.1' OF THE CODE OF THE TOWN OF COVERED PORCH TO AREA OF UPLAND PROPERTY: 16,925 SQ.FT. EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" OFSOUTHOLD,THE 2018 I.C.C.,THE 2020 REMAIN DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND BUILDING CODES OF N.Y.S.,THE 2020 6.4'EXISITNG SETBACK PROPERTY ZONING: R-40 VERIFY IN THE FIELD AS REQUIRED N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL FRONT YARD SETBACK:50'-0" OTHER LAWS GOVERNING BUILDING SIDE YARD SETBACK: 15-0" RAISED/RENOVATED DWELLING WILL BE EQUIPPED WITH NEW CONSTRUCTION AND SAFETY. BOTH SIDE YARDS:35'-0" WINDOWS PROPOSED SITE PLAN REAR YARD SETBACK: 50'-0" EXISTING HOUSE SQ.FT. SCALE: 1 " = 20' - 0" ALLOWABLE LOT COVERAGE 20% 16,925 SQ.FT.x.20 =3,385 SQ.FT. MAXIMUM ALLOWABLE EXISTING 1ST FLOOR 1,126 SQ.FT. EXISTING 2ND FLOOR 697 SQ.FT. MURPHY-CARROLL PROPOSED DRAINAGE CALCULATIONS: EXISTING TOWN OF SOUTHOLD LOT COVERAGE TOTAL 1,823 SQ.FT. RESIDENCE TOTAL IROOF AND IMPERMEABLE AREA: 1510 FT2 EXISTING HOUSE: 1,155 SQ.FT. 2" RAIN FALL: x f12� EXISTING REAR COVERED PORCH: 136.5 SQ.FT. 251.66FT3 EXISTING SHED: 101 SQ.FT. PROPOSED HOUSE SQ.FT.TOTALS r / 2 3 0 1 N L E T LAN E TOTAL DRIVEWAY AREA x 2 RAINFALL TOTAL EXISTING: 1,392.5 SQ.FT.OR 8.2% x .85 PERMEABILITY FACTOR: 198.75FT3 PROPOSED 1 ST FLOOR 1 126 SQ.FT. G R E E N P O R T , NY 1 1 9 4 4 ,r`� PROPOSED TOWN OF SOUTHOLD LOT COVERAGE PROPOSED 2ND FLOOR 1,156 SQ.FT. / SCTM# ' TOTAL 2,282 SQ.FT. 1000-43-05-04 TOTAL DRAINAGE REQUIRED: 450.41 FT3 RAISED HOUSE W/2ND FLOOR ADDITION: 1,155 SQ.FT. EXPANDED REAR COVERED PORCH:245 SQ.FT. (12) CULTEC C-4HD UNITS TOTAL PROPOSED PROPOSED FRONT COVERED PORCH: 67.5 SQ.FT. DATE: MAY 05 2021 3 ROWS OF 4 UNITS W/ 8" STONE BASED: 461.35 FT3 EXISTING SHED: 101 SQ.FT. PROPOSED PERGOLA:52 SQ.FT. ISSUED: TOTAL PROPOSED: 1,620.5 SQ.FT. OR 9.57% 1. INFORMATION AND TOPOGRAPHY DEPICTED ON THIS SITE PLAN 2021-10-28 DEC GEOTEXTILE FABRIC- WERE TAKEN FROM A SURVEY PROVIDED BY PECONIC SUPPORT POSTS OF WOOD OR METAL EXISTING NYSDEC LOT COVERAGE SURVEYORS P.C. DATED APRIL 1,2021 2021-12-01 DEC TEST HOLE DATA 2021-12-20 DEC McDoNAL(7 GEOSCIENCE EXISTING HOUSE: 1,155 SQ.FT. 2. DRAFT DESIGN ACCEPTS NO RESPONSIBILITY or LIABILITY FOR 1/30/2027 FLOW DIRECTION EXISTING REAR COVERED PORCH AND STEPS: 144 SQ.FT. WORK PERFORMED BY or INFORMATION PROVIDED by EL.4..6' EXISTING SHED: 101 SQ.FT. OTHER AGENCIES. EXCAVATED AND BACKFILLED TRENCH i FRONT BRICK STEPS AND PATIO: 103 SQ.FT. EXISTING GROUND j MIXED SAND AND LOAM Bldg Dept copy from ZBA EXISTING OIL TANK PAD: Q SQ.FT. 3.DRAFT DESIGN IS ALSO NOT LIABLE FOR THE ACCURACY of ZBA Flle ']� l 3 DARK BROWN LOAM OL OUTDOOR SHOWER:38 SQ.FT. i INFORMATION OBTAINED BY THE CLIENT FROM OTHER r EL. 7..2' ----- 3.4' TOTAL EXISTING: 1,573 SQ.FT. OR 9.3% WATER WATER INDARKBROWN LOAM OL AGENCIES. THIS DRAWING IS ONLY ACCURATE - PROPOSED NYSDEC LOT COVERAGE -I�1=1�1=ICI-ICI=ITI-r�=1�1=I�1=1�1=III=��I=ICI-ICI=I \ I-1�I=III-1��=III=\1=11�-III-III=LI_I=�1�=li=i�l=1��-=I�1_I\I _____ 4� ACCORDING TO THE INFORMATION GIVEN TO THE DTI-1T1 - TI=ITI-Il1=ITI-1= III-I =ITI=ITI=ITI-ITI=ITI=TI=ITI=1\I=III-I 1=II-I I-ITI-ICI-\, ARCHITECT by THE MUTUAL PARTIES. PROPOSED I1=- ---- WATER IN BROWN CLA YEY SAND SC I = =Fwr -11I-1-1 EXISTING HOUSE: 1,155 SQ.FT. 6' SITE PLAN EXPANDED REAR COVERED PORCH AND STEPS:273.87 SQ.FT. -III=II-III=III= -III\ITi=III=111-III-III-III= - 'i-111 III-III-ITI � T=111=II_I==III=1T1=111-ITI= - I-1i1=1i1- , -11i�111ii�lli\IITIi\11TI�-ITI= o - - CAI EXISTING SHED: 101 SQ.FT. 4" EXISTING FRONT BRICK STEPS AND PATIO:-103 SQ.F.T (REMOVED) WATER IN PALE BROWN FINESAND SO PROPOSED FRONT COVERED PORCH &STEPS: 103.5 SQ.FT. EXISTING OIL TANK:32 SQ.FT. 73' EXISTING OUTDOOR SHOWER:-38 SQ.FT. (REMOVED) WATER ENCOUNTERED 3.4'BELOWSURFACE PROPOSED OUTDOOR SHOWER:54.3 SQ.FT. TYPICAL SILT FENCE DETAIL PROPOSED BLUESTONE PAVERS:508 SQ.FT. TOTAL PROPOSED:2,086.67 SQ.FT.OR 12.32% TOWN BUILDABLE LAND =16,925 SOFT. NYSDEC ADJACENT AREA =16,925 50 FT. EXISTING HOUSE=1,155 SQ.FT. EXIS77NG HOUSE=1,155 SQ.FT. EXIS71NG PORCH =144 SQ.FT. EXISTING PORCH =144 SQ.FT. N E-YIS77NG,SHED =101 SQ FT. _ EXIS77NG SHED =101 SQ.FT. "MANSF"'j' TOTAL COVERAGE=1.400 SQ.FT., MASONRY WALK & ENTRYWAY, SURVEY OF PROPERTY A VMM 1,400/16925=0.083/8.3% GENRICK PAD �U75HWER.= 70 SQ.FT. A T GREENPORT FTOTAL COVERAGE=1.573 SOFT TOWN OF SO UTHOLD T1,573/16925=0.093/ 9.3% SUFFOLK COUNTY, N. Y. f� 1000-43-05-04 IF -SCALE. 1 AL 30' APRIL 1 2021 N/0/F JOAN A. RYAN - �IAY 28, 2021 (REVI530N5g (DWELLING W17N' PUBLIC WATER) a W-SMr n M aaj SVr.'01 2M °a"E 'ID WALL a:. Saar wACt S87�5'00"E aAU xss /'•/.. 3 W ZONE AE a, `� 11.90, �L � Q) (ELs) a HOLE °° zolrE AE . z � a : I aye dconidad� ro W, Walk (M rrAW oS7!FW our ;, �L �L �L NZ / "_1 3 GRA VfZ NZ NZ DRIVEWAY 39 4 1 t &2 STY 6 ZONE AE _� WETiANDS V, N U w+51 I FR. HSE N �j? ' 3 ACM? Waterpn��•� �� F.F. EL e T (� 7) NZ W 87.6• �/l/� C �► 03 tea. Lr �HL000[P r 972•ftw Y rgvr a �., d+c4• b sivc s�rnc 2.ri J aL �L Fr i� N87175'00"WEL Jr V /dry I oosnelc covQrm��r ` 278.77' •�•• ••••�•1 '� N/0/F• JOHN KATONA 0=MONUMENT (DWELLING WITH PUBLIC WATER) i % •=PIPE LAIIDWARD mw OF ADAL WMANDS AS DaWFA m 1=WETLAND FLAG ar av-cowarANM av smr. A M20 FLOOD ZONE FROM FIRM RATE MAP NUMBER 3610JC0176H TEST HOLE DATA SEPTEMBER 25, 2009 McDONALD GEOSClENCE 113012021 ELEVATIONS REFERENCED TO N.A.V D. a. 41 PEE OF Nee, I am familiar with the STANDARDS FOR APPROVAL 1Yp®SAN°AND LaNd � ,T. AND CONSTRUCTION OF SUBSURFACE SEWAGE r ' °A AWN"Latiw "I DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ss• R- and will abide b the conditions set forth therein and on the me WAhx av DARK MWI Latina ' y permit to construct. 4 � L WAM?W SWW aAVEY SAND sc The location of wells and cesspools shown hereon are from field observations and or from data obtained from others s• . NO. '49618 ANY ALM?A770N OR ADD1770M TO THIS SURVEY IS A WOLA77ON OF SEC770M 7209 OF 7HE NEW YORK ST47F EDUCA77ON LAW. PECONIC SUR . w,+mz av PACE eRoerl sAND sn (631) 765-5020 FAX (631)`765` EXCEPT AS PER SECAON 7209-SUED/V7S/ON 2. ALL CD471f1CA710N5 HEREON ARE VALID FOR 7HIS MAP AND COPIES 7HEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR �3' 'TOTAL,AREA-MIM 80.FT TO ME � 1230 TRAVELER STREET WHOSE SIGNA7URE APPEARS HEREON. WATER E COUM QM.14'BaOW Aa: SOUTHOLD, N.Y. 11971 111-187J TOWN BUILDABLE LAND =16,925 SQ.FT. NYSDEC ADJACENT AREA =16,925 SQ.FT. EXISTING HOUSE=1,155 SQ.FT. EXISTING HOUSE=1,155 SQ.FT. EXISTING PORCH =144 SQ.FT. EXIS77NG PORCH =144 SQ.FT. N EXISTING SHED =101 SQ.FT. EXISTNG SHED =101 SQ.FT. SURVEY OF PROPERTY �IANHANSET Y, TOTAL C01/ERAGE=1.400 SQ.FT. MASONRY WALK & ENTRYWAY, AVENUE 1,400/16925=0.083/ 8.39 BRICK STEP & PAT70 =103 SQ.FT. AT GREENPORT GEN. PAD & OUTSHWER.= 70 SQ.FT. TOTAL COVERAGE=1.573 SQ.FT TOWN OF SO UTHOLD 1,573/16925=0.093/ 9.37' SUFFOLK COUNTY, N. Y. w 1000-43-05-04 o SCALE. 1'=30' APRIL 1, 2021 N/0/F JOAN A. RYAN MAY 29, 2021 (REVISIONS) (DWELLING WITH PUBLIC WATER) LMDWD EDGE OF ENRCOWSULTAN7SDON�z9 2020 DS AS DEUNEA>En JTILY 7, 2022 (EDGE LAB 4 9' 0.2'N .. �L �u W p EL. 4.2' eLOLlC WALL S87'05'OO�E oWALL xs f I 3 a e ZONE A " 11.90' O (EL 6) d 46' �' ZONE AE m Z 6 ^ M 51HED (EL 6) 2 0' •,' �L �L �[ �L a p Grade-Level Masonry walk a T B FOR OUTcc 920 I / and Entrance way ( SHOWER 3 ' /�O� 4' '`GRAVEL DRIVEWAY � �` W � �(PER 39.4 11 & 2 (STY. �, 1 N ZONE AE M WETLANDS U J�� arY� r/ine w M`ril FR. HSE. '� ' 2 EL 7) jI p ME7ER �� ' I F.F. EL 6.7' AF (y toto PRECAS Lp B7.6' BLOCK LP koa�oEar oar n�i 97.2' i FOOT BR/D r i f S7Y.HSE: —'sE'°rssi sic Inc e of PLevW aL j �� 21.2'� EL 4.4' � ,y Z FE nMe t�Ga c HED a. .zs• Q. o N87'05'00"W zE IE10S7/NG COVERED PORCH 4` �278.77' ' 3 ••Isz....... �} N/O/F JOHN KA TONA (DWELLING WITH PUBLIC WATER) ■=MONUMENT •=PIPE LANDWARD EDGE OF TIDAL WETLANDS AS DEL/NEA7ED 1 =WETLAND FLAG BY EN-CONSULTAWS ON SEPT. 9, 2020 FLOOD ZONE FROM FIRM RATE MAP NUMBER J6103CO176H TEST HOLE DATA SEPTEMBER 25, 2009 McDONALD GEOSCIENCE 113012021 W YOgM ELEVA T7ONS REFERENCED TO N.A.V.D. EL• 4 6• �p MET2GF9 I am familiar with the STANDARDS FOR APPROVAL MIXED SAND AND LOAM AND CONSTRUCTION OF SUBSURFACE SEWAGE ----- 3' C9 DARK BROWN DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES EL. I.2' ----- 3.4' DA LOAM oL and will abide by the conditions set forth therein and on the ---- WATER IDARK BROWN LOAM OIL 4. permit to construct. WA7ER IN BROWN CLAYEY SAND SC • The location of wells and cesspools shown hereon are _____ 6' from field observations and or from data obtained from others. N.Y.S. LIC. NO. 49618 ANY AL7ERA770N OR ADD177ON TO THIS SURVEY /S A WOLA77ON PECONIC YORS, P.C. OF SECTION 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. WA7ER/N PALE BROWN RUE SAND SO (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDI14SION 2. ALL CERnF/CA770NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F P.O. BOX 909 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 774E SURVEYOR 13' TOTAL AREA-22,1W 90. FT TO M LINE 12JO TRAVELER STREET 111-187 WHOSE SIGNATURE APPEARS HEREON. WA7ER ENCOUN7ERED 3.4'BELOW SURFACE SOUTHOLD, N. Y. 11971 SEPTIC SYSTEM AS INSTALLED SEPTIC .LOCATION SURVEY OF PROPERTY [1] FUGI CLEAN CEN-7 (IA OWTS) A B A T GREENPORT N 17(1A OWrS) 35' 23- T 0 WN OF SO UTHOLD �lANHANSET [1) ORENCO PF2005 NTH PUMP BASIN (DP) T. PUMP(OP) 38' aas' SUFFOLK C'O UNT Y, N. Y. Y '�i UR 57 Llneor Feet of GeoMat 3900 DIS�. MAT 1 (°) 3a.5' Shallow Drolnflelds. GEo MAT 1 () es' 67' 1000-•43-05-04 GEO MAT 2 (o) a8• is. SCALE. 1" 30' APRIL 1, 0021 cEo Mara (b) 7a' 67' MAY 29, 2021 (REVISIONS) $ JULY 7, 2022 (EDGE LAWN) SEPTEMBER 23, 2025 (Final as built Survey) N/0/F JOAN A. RYAN JANUARY 7, 2026 (Revisions to Final Survey) I (DWELLING WITH PUBLIC WATER) LANDWARD EDGE OF 77DALON7LAND S D NEA7ED 1 6UL,'C DRA/NAt�CHAMBERS BY STORMWATER C(NVTA/NM£E7 1 I WALL 0.2'N BLOCK WALL + a WALL 1 £L 42. S87 05 00 E 0.31S ZONE AE — TANKSPROPANE 4 TANKS 311.90 V O (EL 6 r ZONE AE a S . . 9� (EL 6) , -L 1 m �� AC UNIT ON m o I^ I— y y tj cqS PLATFORM ON M I 0 �cONGSLAB OUT Q 67.6 A q SHOWER y� BLUESTON£ GRAVEL DRIVEWAY l I p V -w_ orb 2 STY, o N ZONE AE .� WEMANDS V' uj WATER Waterline n I FR. HSE. a00ro•y owr O (EL 7 Z METER 2 F.F. EL 6.a' fit nr Path Z j !o eke• 14.0' ,5s C I __ uturo Ex�on� PUMP :n GeoAtats 1(b) 1° c I Gmd Level m 972' FQOT N DrolnAeld- a c ° td i`� Patio CL 2 2(b) 2(0) /A OWrS 0 21.4- I EL R4• � ST E z� / FIF BURIED UR�£RNCCTR/C- AMBER EDGING HEDC£ £L 3.5' �L �L GJry� y I vi 0.2 a Mxcr N87105t 00N W MVER CON7ROL PANEL Over Lower wer Pot/o � i PUMP& V£Nr 278.77' �[ ; N/0/F JOHN KATONA / ' " (DWELLING WITH PUBLIC WATER) a �1 4^ ■=MONUMENT LANDWARD EDGE� nDA! WETLANDS AS OfuNEATED � • =PIPE BY EN—CONSULTAN75 ON SEP1.. 9. 2020 F� j, 1=WETLAND FLAGCNJ co �1 CD FLOOD ZONE FROM FIRM RATE MAP NUMBER 3610300176H N SEPTEMBER 25, 2009 {{P pig t �o! 1 t P' y� I Y p p g v' t yzev' �fL 6.L�C 1��'� 7J�_S'/�1 4t7 dii 4A�.�G L�k��4 . 6 s� tl7�ai;W ��y.®�{��i�®� 4�:J ELEVATIONS REFERENCED TO N.A. V.D. AR R;,�1'AL OF l'O�`'S-i RI-IJI(�,"P D��e i�� -y �S 7✓ '�•d�E�� j• � Q I am familiar with the STANDARDS FOR APPROVAL ,";, N; /,Lip aiv:.°f RESIDEyICI--- AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES Dat ti»/zs • F-Ze1, \o R-21-3230 and will abide by the conditions set forth therein and on the permit to construct. y t l ts�.+:1 '.iJ� in, ..:.• � .'4ft ih d7 c ui 2S I..at �7Fw^'il ^ S. a(I l r f r _r7 ,hi r},-. r, a n�tr ^...a a „i�.�a d i�te Q !Il 7 C:Cf r_[:^t0. �''�:li�td� r7�V t. .3 �.�:jJc..f6"1�:_fls C131�.:.-f C�p,,.4i .W 8?i,}'...,Clfj The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. _ ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLAnON N.Y.S. LIC. NO. 051132-01 OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. J0 ,-rK,°0 PAT, F?S.,CH1F:,F ECONIC D CERTIFICATE SOLUTIONS EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS , ;t °i:a,^asl' rlS,t t s��1; -,r yi;S Phone:(631) 989-9174 HEREON ARE VALID FOR THIS MAP AND COPIES 774EREOF ONLY IF Email: peconicfcs®gmoil.com SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 128 WHOSE SIGNATURE APPEARS HEREON. TOTAL AREA`2Z150 SO. Fr TO TIE UNE RIVERHEAD N.Y. 11901 11-18� GENERAL NOTES: 1. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. DiLandro 2. THE OWTS INSTALLER SHALL HOLD APPROPRIATE '- �� '-�ENDORSEMENTS FROM SUFFOLK: COUNTY DEPARTMENT OF HEALTH Andrews p�E`.. ._" AND SHALL BE AN AUTHORIZED (INSTALLER. / � Engineering 3. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFiOLK COUNTY DEPARTMENT OF MCI NHANSET A VENUE 158 County Rd. 39 HEALTH. THE ENGINEER OF RECORD SHALL PROVIDE RECORD Suite 10 DOCUMENTS AS REQUIRED BY S(CDH. N tiF Southampton, N.Y.11968 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY 3 m D ROOF Office/Fax (631) 259-3959 OWNER SHALL BE PROVIDED TO, THE SCDH. PROP OVERHANG RHANG s s Professional Seal 5. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. � TEST HOLE N 0/F JDAN A. R YAI N w � PROJECT LIMITING SILT '��OF NE Y 6. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO PROPOSED (0VI/ELLING WITH PUBLIC Wl FENCE, DISTURBANCE ��PJ��' °J�tioO'A ARRIVAL TO THE SITE USING A METHOD APPROVED BY THE CULSED A TER) AREA 9,002 FT * Q�' o MANUFACTURER. WATER LINE EXISTING ") DRAINAGE 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL SEE C-3 FOR SHED A BE DETAILS RELOCATED m w PANEL AND FROM THE CONTROL. PANEL TO THE JUNCTION BOX WATER METER FUTURE M. SHALL BE SEALED AND WATER TIIGHT. EXPANSION EXISTING OIL TANK �oA 09725S 8. CONTROL PANEL TO BE SET ON A PRECAST CONCRETE EL�'4.91 WALL EXTERIOR SHOWER LANDWARD EDGE OF ROFESS�oNP PEDESTAL AND SET 2 INCHES ABOVE GRADE TO PREVENT WATER D; .� W 02N BLOCK ALL » WALL DRAINING TO GRAVEL TIDAL WETLAND AS DELINEATED BY EN-CONSULTANTS INTRUSION. W W F 87 05 00 E / i` ,L\ ON SEPTEMBER 9TH, 2020 j s/ 9. OWTS SHALL BE LOCATED (MINIMUM T-0" FROM THE DRIVEWAY. Q W � a � '� -0---0 r I \ �L �L A 6 INCH HIGH PRECAST CURB SHALL BE INSTALLED IN-BETWEEN Q ,� o ZONE AE �� 7E5 H -°�� ; , 311. 901 THE THE DRIVEWAY AND THE OWTS IF 3 FEET SEPARATION CANNOT U i (EL 6);0 -, 12.2. i'- -� �6' 1 •� BE MAINTAINED. o f ' SHED I 7BR I ` 10. NEW I/A OWT SYSTEM TO BE VENTED THROUGH PLUMBING, ca ? �' o p L - -J Cl- \ ❑❑❑❑❑❑❑❑ \ VEGETA TION I TO REMAIN AS L� NO HOUSE TRAP TO BE INSTALLED `O ❑ I 1 ❑❑❑❑�� ❑❑❑❑❑ i N \NON-DISTURBANCE BUFFER PARCEL INFORMATION: Z ~ �\ ❑ 0 IllOj� �' � jr GRA VEL DRI VEWA Y ❑ O ' I ZLO SURVEY OF PROPERTY AT GREENPORT I� I (PERulous) ❑veer- EX. 1 & 2 S'TY ❑ C ONE AE \ , �� 0 TOWN OF SOUTHOLD (f� WATE WA` ATER!WATER WATER WATER--W ��E W ❑ ' \`JJ HOUSE ❑ "� EL 7� �'� WETLANDS �� \ }. co SUFFOLK COUNTY, N.Y. ? m / ��/ ❑ (FEEL.:6. 7,) ❑ LIMIT OF PROPOSED 10-FT LOT AREA 22,150 S.F. OR .508 ACRES �' _ ��/°� O _ p ' � ' / V V '�`� Q Z Z O WIDE NON-TURF BUFFER--��1 i J r ___ �_ _ _ ❑ I TO BE PLANTED IN7H NATIVE I� �► C) - % L OP. FT I 1 VEGETA77ON 1 J (] S.C.T.M.# 1000-43-05-04 W �' / !_ -- OVER i ❑❑❑❑❑❑❑❑❑❑❑❑❑��❑❑CID❑ / Q DATE: 4/1/2021 +�f�* -' ❑ ' 3,3 2ND STY ADD. �r \ ,� ,� R EXISTING ❑00000❑ �- ( BR/OG 0ME _ 17 STY PORTION f 95► rao 1 i E !!,^� I-- OF DWELLING ,L ,v J W SITE PLAN BASED ON SURVEY PREPARED BY: C.L. ME�E�I , .�, � ,` 0 f AND PORCH \ � pc -�_ cc EL. 4.4 W _ i z i I .� _j Z G PECONIC SURVEYORS, P.C. FE �I TIMBER EDGEING ❑❑ HED�`,E ., r I_. I j ,L Z LLI W I- k� 0.3'S � . . • P.O. BOX 909 PROPOSED LINEAR ci 0.21E 1. ,L �Iz ,L �� W O 1230 TRAVELER STREET DRAIN POSITION I PROPOSED N87-05'00,,,,} ! _ J M 0 • TO BE DE`fERMINED COVERED VV� 278. 77 z- - - N (D U) SOUTHOLD, N.Y 11971 BY OTHERS PORCH � 4 K 631-765-5020 PROPOSED ADDITION TO z CONTROL PANEL COVERED PORCH WITH SANITARY SYSTEM INFORMATION: EXISTING O/H ELECTRIC 2ND FLOOR DECK ABOVE A TOTAL NUMBER OF BEDROOMS : 5 CLEAN OUT , � �: w . N 0/F- JOHN KTONA � PROPOSED U/G ELECTRIC EXISTING COVERED PORCH (DWELLING WITH PUBLIC WATER)I/A SIZE REQUIRED: 550 GPD 1 D LEACHING REQUIRED: 400 FT2 EXISTING SEPTIC TO BE REMOVED FUJI CLEAN CEN-7 TO REMAIN ORENCO PF2005 PROPOSED SEPTIC PLAN LANDWARD EDGE OF PROPOSED SEPTIC SYSTEM: 2 @ 28.5 LFT GEOMATRIX GEOMAT 3900 AND PUMP BASIN 2 o TIDAL WETLAND AS Z _� (1) FUJI CLEAN CEN-700 (700 GPD PROPOSED) (2) 28.5 LFT GEOMATRIX GEOMAT 3900 (440 FT2 PROPOSED) DELINEATED BY EN-CONSULTANTS (1) ORENCO PF2005 AND PUMP BASIN SCALE: 1" =20' ON SEPTEMBER 9TH, 2020 ELEVATIONS SHOWN ARE BASED ON W Q GEOMATRIX GEOMAT 3900 REQUIIREMENTS USC AND GS DATUM (NAVD 1988) Q ~ Revised Plan Appre�ved 5/20/2024 Z O 9/30/2025 GEOMAT 3900 LOADING RATE CATA I/A OWTS Expires V W W O 5 BEDROOM REQUIRED = 550 GAL. PER DAY HYDRAULIC LOAD - 183.33 SQ.FT. Orenco Pump Station Anti-�8uoyancy Calculation -24-Inch Riser Pipe at 100% Submersion -3 Foot Square Deadman ~ U O (550 GPD/ 3GPD PER SQ.FT. =183.33 SQ.FT. F"S�' - ' E! 3900�T �9� �E�,�JiI�.EMEt� r~�.� a- Z � 183.33FT /3.25FT.(WIDTH) = 56.41 LFT. REQUIRED. Buoyancy at Deadman Submerged Anti- CWl� Q M 2@ 28.5 LFT = 57 LFT > 56.41 LFT (IIS OK) Basin Total Full Soil Cover Concrete Total Anti- Buoyancy W _,..I F- PROPOSED 2 28.5 LFT. GEOMAT' 3900 57 LFT TOTAL =185.25 SQ.FT. - 555.75 GAL. PER DAY Height D Weight Volume Submersion Depth Soil Weight Anti- Buoyancy Factor of D 0 S E VOLUPAE �CALCUTATION ~ J M Q @ ( ) - 8 Dry g p g Y Y (Inches) (Pounds) (Gallons) (Pounds) (Inches) (Pounds) Buoyancy (Pounds) Safety E-- 3: CU oo :E NOTE: EXCAVATION INSPECTION REQUIRED 3.25 Geomat 390,0 Width in Peet O - CV O -ALL PROPERTIES WITHIN 150' OIF SUBJECT PROPERTY ARE IMPROVED AND SERVICED 48 1186.00 90.24 752.60 42.00 1684.90 648.24 2333.14 310% Q � W BY PUBLIC WATER FOR SANITARY SYSTEM 49 1187.58 92.12 768.28 43.00 1725.02 648.24 2373.26 309% 0.75 Maximum d°5in ��. Gal. LFT per dose W - LL -EXISTING SEPTIC TO BE REMOVED. BY HEALTH DEPARTMENT 50 1189.17 94.00 783.96 44.00 1765.13 648.24 2413.37 308% 0.163 Gal. LFT 2-if PVC a -POOR DRAINING SOIL IN THE LOCATION OF THE EXISTING LEACHING FIELD TO BE EXCAVATED AND REMOVED DOVNN TO GOOD DRAINING SOIL AND REPLACE WITH 51 1190.75 95.88 799.64 45.00 1805.25 648.24 2453.49 307% 110 Gal. Per Bedroom ASTM C-33 CLEAN FILL 52 1192.33 97.76 815.32 46.00 1845.37 648.24 2493.61 306% Revisions -TEMPORARY ONSITE WATER DISPLACEMENT TO BE PUMPED INTO PROPOSED ON 53 1193.92 99.64 831.00 47.00 1885.48 648.24 2533.72 305% No. Date Description SITE DRAINAGE, PUMPING RATE NOT TO EXCEED 45 GAUMIN. a S7.00 Input total Lft. Geomat 3900 1 12/13/2021 SCDHs NOI 54 119550 101,52 846,68 48,00 1925.60 648.24 2573,84 304/0 2 5/2/2024 SITE PLAN TEST HOLE DATA -,. ._. 55 1197.08 103.40 862.36 49.00 1965.72 648.24 2613.96 303% 59.5 Input Total Lft. 2" PVC to Geomat 3900 3 --/-/- - DATE: 1-30-2021 Abn--r d,fmmt Vi c%i 1n,g's av %'r-T t re 56 1198.67 105.28 878.04 50.00 2005.83 648.24 2654.07 302% 52.29 Total �a l l�a n s p e r dose 5 EL: 4.6' 0.0' i;l7rJ- p A cc� ^��`:,;crzt "� 0 �"t R-v!-. 4t 57 1200.25 107.16 893.71 51.00 2045.95 648.24 2694.19 301% -MIXED SAND AND LOAM (ML) t 2ict 'Z °j.YM08_°..�.....r pmof 58 1201.83 109.04 909.39 52.00 2086.07 648.24 2734.31 301% - 3.0 _DARK BROWN LOAM (OL) 59 1203.42 110.92 925.07 53.00 2126.18 648.24 2774.42 300% Number of Bedrooms Designed By :} .,..PD EL: 1.2' - 3.4' 60 1205.00 112.80 940.75 54.00 2166.30 648.24 2814.54 299% 550 Total GPD Required Drawn By: MZ -WATER III DARK BROWN LOAM (OL) 61 1206.58 114.68 956.43 55.00 2206.42 648.24 2854.66 298% Checked By: JL 4.0' IA/OWTS Fuji Clean 62 1208.17 116.56 972.11 56.00 2246.53 648.24 2894.77 298% -WATER III BROWN CLAYED SAND (SC) �.�33.33 Required Total S�q.Ft. of Geomat �90� . a,.4,.��: ;,.i ..� , .;�:: �.:;;:_.:•,:::{;...;.....,,w,. 6.0' 63 1209.75 118.44 987.79 57.00 2286.65 648.24 2934.89 297f SUFFOLK COUNTY DEPARTME'NT OF HEALTH SERVICES 64 1211.33 120.32 1003.47 58.00 2326.77 648.24 2975.01 296% 155.2-5 Proposed Total Sq.Ft. of Geomat 3900 Date : 12/2/2021 PERMIT FOR APPROVAL OF CONSTRUCTION FORA -WATER IN PALE BROWN SINGLE FAMILY RESIDENCE ONLY 65 1212,92 122.20 1019.15 59.00 2366.88 648.24 3015.12 296Q/o 3 GeoMat Loading Rate' Gat. . I/ACiX'"yrrTS Scale : NOTED FINE SAND (SP) 66 1214.50 124.08 1034.83 60.00 2407,00 648.24 3055.24 295/a 555.75 Total Hydraulic Load for GeoC�lat 67 1216.08 125.96 1050.51 61.00 2447.12 648.24 3095.36 295% 13.0' ENGINEeRI3 CERTJFICATION iRer.ullfl DATE 9/30/2022 H.S. REF. No. R-21-3230 68 1217.67 127.84 1066.19 62.00 2487.23 648.24 3135.47 294% COMMENTS: GROUND WATER ENCOUNTERED Cunt."r P.C. Or R.A. GCRTIrICAT'O"" APPROVED 69 1219.25 129.72 1081.86 63.00 2527.35 648.24 3175.59 294% 10.5 Total Doses Per Day AT 3.4' BELOW GRADE r�� INS"""AI.IAT90N AN!^ GONtTF'ucTlori FOR MAXIMUM F 5J BEDROOMS 70 1220.83 13160 1097.54 64.00 2567.47 64$.24 3215,71 293% Or IA/OWTS (Total GPD/Total Gal. per Dose) TEST HOLE BY: Ffl, r-=NAI_AwPRovAL, EXPIRES THREE YEARS FROM DATE OF APPROVAL 71 1222.42 133.48 1113.22 65.00 2607.58 648.24 3255.82 292% McDONALD GeoSCIENCE 11 1 72 1224.00 135.36 1128.90 66.00 2647.70 648.24 3295.94 292% 1 1Sheet# DRAWING IS INTENDED TO BE 34"x22" TO SCALE SAFETY SCREENS ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LES THAN 60LBS. ALL PUMPS TO BE HARDWIRED TO CONTROL PANEL. 2 LOCATIONS FOR DOMEDSHAPEFMAXIMUM LOAD STRENGTH DOMED SHAPE FOR �_81„' �- 2 PIPE PORTS BOTTOM DETAIL FITS POLYLOK MAXIMUM LOAD STRENGTH 8 SPECIFICATIONS SEDiIO"AA - TO BE CUTOUT HANDLE FOR EASY REMOVAL PART NO.-3009/3009-R12/3009-AR/ PLAN VIEW IF REQUIRED EL MAC 8OR of sA SCREEN 3000-RTR20/3009-RP HANDLE FOR EASY REMOVAL NOT TO SCALE AIR FLOW 2.8 CFM :w , OF SAFETY SCREEN NORMAL PRESSURE 2.2 PSI t' �1 r• 7 i- pT I3017-20 �_,. SECTION"^ POLYLOK 20"SAFETY SCREEN o POWER I2ov/I.oA/boxz , BOTTOM DETAIL FITS POLYLOK PART NO.-3009-SS 68" p OUTLET CONNECTION 3/a INCH i ( D1 nd ro PART NO.-3008/3008-R12/ � MATERIAL-HDPE 1° wElcxT 11 LBs AI ( rW , 3008-R12B/3009-ARI3009-RTR241 POWER CONSUMPTION ss w $ ` 3008-RP POWER CABLE 6 FEET Ene3int>er1n B g 1 FUJI CLEAN " TTITTT IIIi AND ALL 24" SMOOTH WALL 1 CONTROL PANEL 22 ORENCO Installation/Operation&Maintenance Notes: CORRUGATED AND RIBBED PIPE ELECTRIC AND CONTROL 1„ � Install blower on concrete base. Ensure adequate ventilation POLYLOK 24"SAFETY SCREEN POLYLOK 20"HD COVER ^�" CONTROL TO BLOWER PANEL 7g and protect against sunlight. 158 County Rd. 39 POLYLOK 24"HEAVY COVER _ 7r „I" NIIN PART N0.-3008-SS CAN BE USED WITH PART NO.3017-C20 CONTROL WIRING Maintenance requires a trained technician. Suite 10 N ' TO OWTS O O For maximum efficiency,inspect and clean internal air filter `„ „o,N mIN MATERIAL-HDPE w FLOAT SWITCH once eve 3 months Southampton, N.Y.11968 PART NO.3008-HD � OR WITHOUT SCREWS MATERIAL-HDPE CAN BE USED WITH MATERIAL-HDPE IIN-- I. �I 9.,eIN 1 OR WITHOUT SCREWS diaphragm Y every months I-ACOLOR-GREEN SIZED TO FIT INSIDE Replace dia hra m/valve assembly once eve 12 COLOR-GREEN "'"' - „" 101N LOAD RATING-1000 LBS.` FIRST 20"RISER (Note. A damaged diaphragm will trigger the Automatic-Stop Office/Fax 631 259-3959 -.t�. ._ _ '' WEATHER function). SECTION BA L. E99.A W.DIA4x POST EPDM FOAM GASKET RESISTANT "�'S`m INSTALLED HERE ENCLOSURE Z0 ORENCO PUMP Professional Seal 24" LOCKING COVER - HDPE 24" SAFETY SCREEN - HDPE 20" LOCKING COVER - HDPE 20" SAFETY SCREEN - HDPE M SENSOR 7 OF Nepv -1/2"VENTILATION CUMBAFFLr_ B CHAMBER Volume(gal) 6- 311 �Q-J��JI. DIfq�O(�� FUJI CLEAN BLOWER 8 ' Sedimentation Chamber 397 APPROVED ELECTRICAL SUPPLY 4 * Q`t o 2'-11i' 2'-j z'-r Anaerobic filtration Chamber 396 BACKFILL FINISHED FROM DWELLING O Aerobic Contact Filtration Chamber 181 3„ r-• 07 Storage Chamber 9(I GRADE Alarm Circuit Breaker I _43 yl 18 ECIRCULATION Disinfection Chamber 6 �, , u,, ;,,.,,•, / ® AIR LIFT PUMP I ' � Total Volume 1069 '"'}• �`i`' '.`'''-'*�`' •``' ' ISINFECTION .:.�;-k•+ •• .;r %N<'�' Float Switch, Pressure Switch, / / 8 CYLINDER(OPTIONAL) .'i•^•',4.•;^��,y? ';;,ti:a ?;;i''•' Test Normal 8 =C? EXISTING r.^ ,., A,.., � :• EL ELEVATION A ..y:;'v'si'fr%� ••�:,��.�., Test/Normal/Silence Switch Silence Switch CONTROL PAN O 097252 � „ ° SUB GRADE 4"INLET PIP OUTLET PIPE SPECIFICATIONS ,ir p q Anaerobic Media PP/PE Filling Rate 32% <7ti�t+�,^';r x ti°Y� �70FE S$,ONP� L (JA Board Tye Aerobic Media PVC/PP/PE Filling Rate 17% POLYESTER STRAP circuit Breaker a'a" v a• Aerobic Media PP/PE FillingRate .55°,° GALVANIZED D-RING ? `tt, WITH EYELETS (Extra component if ORENCO SIMPLEX DISCHARGE PUMP BASIN DETAIL Blower 2.8cfm OR SHACKLE :�•�'�`•''' I FUJI CLEAN ` ` "'''� (2 PLACES) necessary,such as Alarm Beacon FFLUENT Tank FRP (2 PLACES) CEN TANK discharge pump} SCALE: NTS • AIR LIFT PUMP INLET 6AFFL ® Piping PVC/PP/PE PRECAST CONCRETE • - - - ° ,-.-.' _: . Note: Access Covers Plastic/Cast Iron GALVANIZED DEADMAN WITH (4 �b ® - Disinfectant(Optional) Chlorine'rablets TURN BUCKLE I #4 REBAR(2 PLA�ES) .`�' Orenco Pump Basin to be Cut to Desired Length in Field (2 PLACES) +' Pressure Switch -Pump System Designed for Demand Dose /2"AIR INTAKE DRILL 1"0 HOLE TO ACCEPT -Float Heights to be Adjusted per Design RECIRCULATION PIP LOW BAFFLE FLOW OPENING(TYP, (CLEANING OPENINIG) B PRECAST tea. .♦ �► PLAN VIEW CONCRETE DEADMAN GALVANIZED-'" EYE BOLT -Pump Basin Volume: 1.88 Gallon/Inch BY DIAMOND PRECAST WITH FLAT MSHER TOP Orenco High Head Pump to be Sized by Designer AND BOTTOM 4 PLACES \-VeriComm Control Panel -InlebOutlet Grommets to be Field Installed 18"W x 8"H x 96"L ( ) Model VCOM-S 1 RO F.: ISINFECTION 4"MANHOLE ,; \ � -Precast Anti-Floatation Collar(As Shown). � O 19"MANHOLE(TYP 18"MANHOLE(TVP 24"MANHOLIE(TYP CYLINDER(OPTIONAL) PRECAST CONCRETE Pump Discharge -Anti-Floatation Collar Meets 150%at Full Submersion � , LOW OPENING DEAD MAN & Control Panel -Anti-Floatation Details to be Calculated by Design Professional -� NTS -Anti-Floatation to be Calculated Based on Specific Site Conditions. 0 3-FOOT SQUARE DEADMAN p CARD TYPE ANCHORING METHOD �.. �'• �4 � � 57 CONTACTMEDIA `" ` Terminal Blocks CIRCUIT BREAKER NOTES: (� ELECTRICAL PANEL W Z •• DEAD MAN VALUES g Blower Hardwire CB A -20 AMPS Orenco Model FL24G Orenco Internal Splice Box Z 0 0 Line CB B - 15 AMPS 24"Gaskefed Fiberglass Model SB4 ECIRCULATION DIMENSION ALUE/UNIT ':. Q (- O ® ASSEMBLY * r::. .' VERICOM CONTROL PANEL Lid With S.S. Bolts. - Orenco 1-114"0 Discharge Assy. _j r/ O B`° O ® B' LENGTH 8 OR 12 FT CB 1 -20 AMPS Field Install Model HV125B O 1.5 FT wiring Diagram ; -r '�`""" ` CB 2 - 15 AMPS 4"Grommet Inlet WIDTH , ®� �® ham MAIN CL Pipe. Model G4L W EROBIC MEDIA HEIGHT 0.67 FT ' �� LJ � BREAKER 1-114"0 Transport Line To Drainfleld AERATION ASSEMBLY VOLUME 10.67 FT Float Alarm Line " ' W h'�'•"`�" _ Field Install Grommet G 125E _ { CB A CB 1 DISCHARGE � � DRY WEIGHT 1600 LBS Grounding W PUMP - Orenco Float Assembly W 0 V ' Watertight Block CB B CB 2 Model MF3P21 FS 'J ( ) SECTION A-A VIEW SECTION B-B VIEW WET WEIGHT 934 LBS Fittings F- YB: On/High WaterAlarm 04 FUJI CLEAN UNIT DETAILS UNIT SATURATED LENGTH117 LB/FT s 1 R R: Off SOIL ANGLE 350 q+ W Low Water/Redundant Off Orenco High Head Pump Incoming Air Neutral Block Pow(er In Pressure Tubing CONTROL Steel Lifting Rings(3) DESIGN CONSTANTS PANELReinforced Concrete ITEM VALUE/UNIT CONTROIL PANEL DETAILS Anti-floatation Flange: Square (If Applicable) s TELEPHONE • ..• Dimensions:36"Diameter x 12"Depth, Embedded 6" Tffi 1 MIS ate CONCRETE DENSITY 150 LB/FT OR ETHERNET Dry Weight: 3'Square Deadman 1124 lb CBIN MT,�•slum a = 1 " ,o�cm u>�u WATER DENSITY 62.4 LB/FT' COVER TO GRADE SERVICE LINE Total Basin Buoyancy: 1129 lb at 6'Submersion. z X cma 7YF116R I ' ° TM TW o Anti-Buoyancy 3'S uare Deadman " #Aa I I I DRY SOIL DENSITY 114 LB/FT' STOPPER OR END PLUG y y( ' ) �I>Q T ». I / W COMMON 3296/b (292%) at 6'Bury Depth _ " """°lli; �'"`" SATURATED CONCRETE DENSITY87.6 LB/FT3 GROUND Anti-Floatation Calculation table provided U) I- ' DEPTH LTILS LAI/AItt811 V ' BRANCH CIRCUIT PROTECTION OVERLOAD PROTECTION SATURATED SOIL DENSITY 51.6 LB/FT3 SEWER PIPE DISCHARGE Orenco Pump Basin w/Flow Inducer W Q T V su �-R` "'°"°RT WIN DISCONNECT AND NORCURRENT PROTECTION` ° VARIES Q '; OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS PUMP Model P82460F1 WM�T OW117 KAM AND MUST BE SIZED ACCORDING TO PUMP/MOTOR ANCHOR ANGLE 75 MANUFACNPoNG SPECIFICATIONS ° CONTROL 30 ELBO)W Electrical Wiring Diagram U W O I ""18 NTS W ce�a I= " a�� '�7' A CALCULATED BEARING CAPACITY AND PVC SCHED. 40 00 `"`�'�6 A . ,0 0 DEADMAN SELECTION FOR INCLINED PLATE FROM TO SEPTIC r E>�. �( K/� )�� #OF FACTOR OF FACTOR OF SEWER BUILDING TO O W Q co IIEIGTnt AND Nusr RE U.L APPROYEDIFERMNLY PROlEC1ED PUNS Finished Grade _ � GRADE TO DIVERT RUNOFF TSI rsure T;I " MODEL DEADMEN T Y FOR SAFT Y FOR � � 8 DEADMAN 12 DEADMAN CAST -. p w , W J I--- "p "°"°A1 CAST IRON THRU IRON 120°'WYE Mrf M �Jllua„�l TENfERATU2E RATING ff FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG F. s. • (60 DEG C. TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY, CEN-5 2 1.94 1.99 S „ L0 c P BUILDING FOUNDATION TO Recommended Cover Depth is ' .�- VALVE BOX WITH CAP � U G CONNECT LRQUND LUG IN PANEL TO A SECURE EARTH GROUND F M KW DASHED LINES REPRESENT FIELD MIRING FIELD MIRING SECTION CEN-7 2 1.58 1.62 &TO EXTEND 2'-0" PVC = 12", 6" Minimum U O N O BEYOND FOUNDATION ADAPTER CEN-10 2 2.33 2.39 1" PVC SCH 40 PVC SCH 40 W �:��::maa WALL MIN. 11/2" Sch.40 PVC Distribution Pie � : ^ W WIRING DIAGRAM "••^• �^"�°�' � CLEAN OUTS ARE TO BE INSTALLLED: p PRESSURE BALL VALVE FLOW O Q ° ' •• •• -- • CEN-14 4 1.68 1.72 -SIN-- d 6 % e.. �:15 Specified Orifice Holes LATERAL =- �' �.L � 00 GeoGuard Orifice Shield (REFER TO a CEN-21 6 1.98 2.03 1) AT FACE OF BUILDING OR WTHIN CLEAN OUT TYP. BUILDING BEFORE EXITING). GeoMat Core Native Soil and/or GEOMAT DETAILS) Fabri Specified '1 •. 2 x 1 PVC SCH 40 TEE GRADE EL (SEE SEPTIC ELEVATION FOR WITCH). "k 2" PVC SCH 40 2"PVC SCH 40 5.01t ( 5 LFT 4 PVC SCH 40 7 LFT OF 2) BEFORE A BEND,SWEEP OR WYE. Revisions 13 LF 2 LF ClCI +11 LF 4 " " MANIFOLD PIPE MANIFOLD PIPE � D3034 SDR35 2 SCH40 PVC 3 EVERY 75 FEET OF SEWER LINE. PLACE ON 6" BED O No. Date Description FINISHED FLOOR PVC D3034 SDR 35 " 2 x 1 PVC SCH 40 TEE 1" PVC SCH 40 PIPE (2)20"AND (1)24" OF PEA STONE 1" PVC SCH 40 PIPE LL 1 6.7 t S=4" PER FT. LOCKING COVERS S=8" PER FT. 2"TO 1" PVC HEADER ISTAL END 3911 t r SECTION 2 5/2/202421 SITE PLAN SCDHS I W/SAFETY SCREENS W/EQUALIZER 2.MIN. 7' MAX NOTE: The valve should be the high PLAN VALVE point,water should drain back to the ---' W/RISERS ORENCO PF2005 5 pump tank and to GeoMat to 4 AND PUMP BASIN GRADE HEAD GEOMATRIX - GEOMAT 3900 DETAILS SEE NOTE 1 preventfreeZing. DISTAL END PORT DETAILS WITH 5 JJ VALVE BOX N• 7 X INSTALL GEOGUARD ORIFICE SEE NOTE 2 2'-O" MIN. SHIELD @HOLE MOUND TOP SOIL 1/2' GRADE TO DIVERT RUNOFF � LIE 3.57' ® IE 3.84' EL 3.8' J TO GROUND WATER iq iQ FOR SETTLING AND - Designed By : PD E 3.5 E 3. ' o VALVE BOX WITH CAP IE 3.04' STORMWATER SHEET FLOW � _ Drawn By : MZ IE 3.3' HIGHEST EXPECTED GROUND WATER EL: 1.2' CLEAN FILL(NO ROCKS) - Checked By : JL 'a m OR SELECT FILL 1" PVC CAP t. „ 1 SCH. 40 PVC DISTRIBUTION PIPE PERFORATED WITH 1" PVC SCH 40 BALL ;: ...., * ,•°.,_.: PLAN VIEW .. .. -•°+'r• ,I = `r.1 ,••3,-3,. : 2, 0,,, ,; 3'-3".::`.:.,�•;;; „ „ 1/8 0 HOLES AT 6 O CLOCK PLACE ON 6 VALVE Date : 12/2/2021 FUJI CLEAN CEN-7 6 BASIN 2 SCH 40 PVC $;4 ` ' •.' ;,: 'A•`::j+.,• ', ` • EVERY 2'-0". BED OF PEA „ FROM PUMP �_ ,'� '•: Y�";;;:�';�:SAN ;{,;-::r;;';,,a;,;'.; :,,; .. 1 PVC SCH 40 INSTALLED LEVEL GRAVEL Scale : NOTED LATTERAL LINE SIZE 2' MIN. HIGHEST POUR DRAINING MATERIAL - � 0'-6" MIN. EXPECTED GROUND TO BE REMOVED DOWN TO - NOTE: EQUALIZER WATER LEVEL SP OR SW AND REPLACED - 0 10' t 1. NEW CAST IRON THRU BUILDING FOUNDATION WALL& VALVES WITH ASTM C33 SAND TO EXTEND 2'-0" BEYOND FOUNDATION WALL MIN. NOTES: " 1. DO NOT INSTALL TRENCHES IN WET OR F 1" PVC SCH 40 � 1" PVC SCH 40 1" SCH 40 PVC T FROZEN SOIL 900SWEEP COUPLING C �2 2. VENT THRU ROOF OF PROPOSEM BUILDING, EXTEND A RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GEOMAT MIN. OF 6"ABOVE ROOF LINE AND HAVE A MIN, GEOMAT 3900 2• END OF ALL LATERALS SHALL TERMINATE WITH DISTAL PORT. HORIZONTAL SEPERATION OF 12"T-O THE SLOPED PORTION OF THE ROOF. 3.ALL JOINTS TO BE SEALED WITH ICONSEAL CS-10 OR PROPOSED SEPTIC DESIGN ELEVATION PSD HEADER DETAILS EQUALIZER VALVE DETAILS CUT-AWAY VIEW SCHD APPROVED SEALANT NOT TO SCALE W/ EQUALIZER VALVES GEOMATRIX - GEOMAT 3900 TRENCH DETAILS WITH VALVE BOX sheet# 361-781 00 v I n w J � W z 0 H W Q ry EXISTING OUTDOOR SHOWER ENCLOSURE TO BE REMOVED.SEE PROPOSED PLANS FOR NEW LOCATION AND SIZING o I 20 DEWEY LANE -- -- -- I -- I - --- - HAMPTON BAYS, NY 11946 I I I I I I 1 I I D ° I I I -- ------- ----- — -- —D—o-- DD D O, e D D D _ — —_--- _ I -- — —— -- — — o --------------- r-----'-----�N-'4-'--° ---'-------- -------------- j D,p ° °°I © COPYRIGHT NOTICE: I° I THE FOLLOWING DRAWINGS ARE AN D D ° ° D ° I INSTRUMENT OF SERVICE AND SHALL IT-to-" i I ° ° ° D ° D ° ° De D ° D ° D ° cl REMAIN H D p 8 D D I I THE PROPERTY OF THE —_ 7_1 I I D ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE DD°D ° ° p ' D 1 7 COVERED PATIO ° ° ° ° ° M�� INTENDED FOR THE SPECIFIED LOCATION I I i 1�t e EXISTING ° c.H.:a'z;' ° D _'� - CIRCUMSTANCESAND CLIENT. DSHOUER OLD THEY BE USED -- l --- ° p . �o EXIS ING- I-C.H: 24'----- ® " D p ° °, I ' BY ANOTHER PARTY OR IN ANY OTHER -- - - - IT LOCATION. ANY CHANGES MADE TO THE PLANS ----- NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN I ITEM BEARING THE SEAL OF THE l 04 P D R00 ARCHITECT IS ALTERED,THE ARCHITECT _FxISTIN SHALL AFFIX TO HIS ITEM THE SEAL AND " 3 THE NOTATION"ALTERED BY"FOLLOWED �„� I ,�„� BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC 00 !1 06 BEDROOM 3 --- „ oo DESCRIPTION OF THE ALTERATION. M EXISTING 15'-87 c� C.H.: I {{1Nlfff�fffffffflff►flfNf L 107 MECH ROOM FURN. _ NOTE: »� z _ �� "' ` M^� EXISTING C.H.:B' ALL CONSTRUCTION TO CONFORM -2 4 o WITH ALL APPLICABLE PROVISIONS ' -------------�� H.W.H � ':�•:.'`;".''.. N OF THE SOUTHOLDDTHOEF20H8 LCO.C.,THOEF2020 -------- I BUILDING CODES OF N.Y.S.,THE 2020 ------ 3 T. N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. i III - . . . ..... .. FULL ' __-�' I j j Final reviewed�pcuments 12' ----- ------- I I ,02 BEDROOM 4 MURPHY-CARROLL EXISTING C.H.:8'-2 4" ; ;; ' �P y RESIDENCE FILIAL MA EVIEWED13Y E9A 230 INLET LANE SEE DECISION r-7�,3 G R E E N P O R T , NY 1 1 9 4 4 1 O1 FOYER DATED (, SCTM# EXISTING C.H.:8'-2 4' 1000-43-05-04 DN GENERAL NOTES: DATE: DECEMBER 11 2020 EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND 2021-10-28 DEC VERIFY IN THE FIELD AS REQUIRED EXISTING HOUSE SQ.FT. EXISTING 1ST FLOOR 1,126 SQ.FT. All ., EXISTING 2ND FLOOR 697 SQ.FT. A'' TOTAL 1,823 SQ.FT. �QF N PROPOSED HOUSE SQ.FT.TOTALS PROPOSED 1ST FLOOR 1,126 SQ.FT. EXISTING PROPOSED 2ND FLOOR 1,156 SQ.FT. 1ST FLOOR PLAN 36-52'I TOTAL 2,282 SQ.FT. EXISTING I ST FLOOR PLAN N SCALE: 1/4" = I' - 0" z � 00 � W W z 0 LLJ F- �-�- W Q ry r) Q j NOD 20 DEWEY LANE HAMPTON BAYS, NY 1 1946 203 MASTER BEDROOM © COPYRIGHT NOTICE: EXISTING C.H:8'-24' THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL w `'- IT-IQ�" REMAIN THE PROPERTY OF THE LL, s ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IN VIOLATION OF STRICTLY #IIII I LAW AND STRICTLY PROHIBITED. IF AN I EXISTING UNCOVERED ROOF DECK ITEM BEARING THE SEAL OF THE TO BE REMOVED FOR NEW ADDITION ARCHITECT IS ALTERED,THE ARCHITECT C� b CONSTRUCTION SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED I BY HIS SIGNATURE AND THE DATE OF 202 BATHROOM 1 9'68" I I SUCH ALTERATION, AND A SPECIFIC y' I DESCRIPTION OF THE ALTERATION. EXISTING C.H.:8'-2 I I I I NOTE: 77 1 i ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS 0 --------------- I OF THE CODE OF THE TOWN OF I SOUTHOLD,THE 2018 I.C.C.,THE 2020 ------------ BUILDING CODES OF N.Y.S.,THE 2020 __ II N.Y.S. ENERGY CONSERVATION _____________11 i CONSTRUCTION CODE,AND ALL II OTHER LAWS GOVERNING BUILDING II CONSTRUCTION AND SAFETY. - 11 FULL - -------------- from I_bA 201 ii Bldg BEDROOM 2 --------------- Fimal Dept ewed�documents __----- ----II `7 /W ------------- �8A F se AEXISTING C.H.:8'-24 �� 7/ M U R P H Y-C A R R O L L - ----------- ------------------- RESIDENCE IF I; I I I i I A L N1 V I tErH IL __________ _ _ J F � 2 3 0 INLET LAN E 3 GREENPORT , NY 11944 ' DATET D SCTM# 1000-43-05-04 DATE: DECEMBER 11 2020 GENERAL NOTES: EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND 2021-10-25 DEC VERIFY IN THE FIELD AS REQUIRED �EFF D A � C?�✓�O�,N M M9��'Sij EXISTING HOUSE SQ.FT. �a EXISTING 1ST FLOOR 1,126 SQ.FT. " EXISTING 2ND FLOOR 697 SQ.FT. TOTAL 1,823 SQ.FT. PROPOSED HOUSE SQ.FT.TOTALS PROPOSED 1ST FLOOR 1,126 SQ.FT. EXISTING PROPOSED 2ND FLOOR 1,156 SQ.FT. 2ND FLOOR PLAN TOTAL 2,282 SQ.FT. OEM EXISTING 2ND FLOOR PLAN NEx 302 SCALE: 1/4" = I' - 0" EXISTING BUILDING HEIGHT C -- LLJ W z EXISTING FASCIA BOARD PAINTED WHITE — EXISTING BRICK CHIMNEY EXISTING GREY COMPOSITE HORIZONTAL SIDING j EXISTING STAINLESS STEEL POSTS AND RAILING W EXISTING COMPOSITE WINDOW CASING PAINTED WHITE EXISTING COMPOSITE DECKING EXISTING WHITE CASEMENT WINDOWS -- EXISTING FASCIA BOARD PAINTED WHITE I-- EXISTING GREY COMPOSITE HORIZONTAL SIDING ~ EXISTING OUTDOOR SHOWER ENCLOSURE --TO BE REMOVED.SEE PROPOSED PLANS EXISTING COMPOSITE WINDOW CASING PAINTED WHITE W --- FOR NEW LOCATION AND SIZING ~ QW d --- - r)"00 u a Q am W EXISTING WHITE CASEMENT WINDOWS EXISTING CONCRETE STOOP AND STEP TOP PROPOSED FIN.FLOOR -- (EL.+9'-6") ----- 2 0 DEWEY LANE HAMPTON BAYS, NY 11946 TOP CURRENT FIN.FLOOR (EL.+b'-8OIL 8") TOP OF GRADE AT HOUSE COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL r-L--------------------------------------------------------------- -------------------------------- 1 � REMAIN THE PROPERTY OF THE L----------------------------------------------------------------i---------------------------------i ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE SEA LEVEL INTENDED FOR THE SPECIFIED LOCATION (EL.0'-0") AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER EXISTING WEST ELEVATION LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN SCALE: I/4" = I' - O" CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 EXISTING BRICK CHIMNEY BUILDING CODES OF N.Y.S.,THE 2020 EXISTING BUILDING HEIGHT N.Y.S. ENERGY CONSERVATION (EL.±26'-2 a') �--EXISTING FASCIA BGTMPA1NTE6WR7E__ CONSTRUCTION CODE,AND ALL EXISTING GREY COMPOSITE HORIZONTAL SIDING OTHER LAWS GOVERNING BUILDING EXISTING COMPOSITE WINDOW CASING PAINTED WHITE CONSTRUCTION AND SAFETY. ----------- ---- — EXISTING WHITE DOUBLE HUNG WINDOWS Bid4� 0—ePt copy frFZIA Fiat reviewed doments ZBA Fie# '](P 3 Date ' / / �OZ1/ \EXISTING OUTDOOR SHOWER ENCLOSURE _____ .__._ MURPHY-CARROLL TO BE REMOVED.SEE PROPOSED PLANS RESIDENCE FOR NEW LOCATION AND SIZING — FINAL MAP W W R EVIEWEDBYZBA 230 INLET LANE — -- ------ - - � _ N # - 13 SEE D GREENPORT , NY 1 1 944 SCTM# N -_- N / EXISTING ROOF OVERHANG I 1000-43-05-04 EXISTING CONCRETE STOOP AND STEP DATE: DECEMBER 15 2020 TOP PROPOSED FIN.FLOOR -GENERAL NOTES: (EL.+9'-6") — - - --------- - - -- EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±I" ISSUED: DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND TOP CURRENT FIN.FLOOR — --- - ---- VEBIFY_lNIHE FIFI D A.S-REQUIBEQ 2021-10-25 DEC (EL.+b'-81") y: TOP OF GRADE AT HOUSE (EL.+5-0") i EXISTING HOUSE SQ.FT. i ----------------------------------------------------------------------- ------------------------------1 EXISTING 1ST FLOOR 1,126 SQ.FT. i EXISTING 2ND FLOOR 697 SQ.FT. r — � i ------------------------------� --------- TOTAL 1,823 SQ.FT. - SEA LEVEL (EL.0'-0") ---. PROPOSED HOUSE SQ.FT.TOTALS Z EXISTING NORTH ELEVATION EXISTING PROPOSED 1ST FLOOR 1,126 sQ.FT. ELEVATIONS SCALE: 1/4" = I' - 0" PROPOSED 2ND FLOOR 1,156 SQ.FT. TOTAL 2,282 SQ.FT. EXISTING BUILDING HEIGHT _ (EL.±26'-2$") - � O r� cl:� EXISTING BRICK CHIMNEY — , ^ Lll EXISTING STAINLESS STEEL POSTS AND RAILING v J EXISTING COMPOSITE DECKING - Z / -- EXISTING FASCIA BOARD PAINTED WHITE W EXISTING GREY COMPOSITE HORIZONTAL SIDING I--- XI N F- E STI G COMPOSITE WINDOW CASING PAINTED WHITE LL V EXISTING WHITE CASEMENT WINDOWS LLJ 0 -- cl� Q a EXISTING FASCIA BOARD PAINTED WHITE Q EXISTING GREY COMPOSITE HORIZONTAL SIDING - ---- -- EXISTING OUTDOOR SHOWER ENCLOSURE A EXISTING COMPOSITE WINDOW CASING PAINTED WHITE , ` TO BE REMOVED.SEE PROPOSED PLANS EXISTING WHITE CASEMENT WINDOWS �� '� \` FOR NEW LOCATION AND SIZING EXISTING COLUMNS PAINTED WHITE EXISTING CONCRETE PATIOLLL— ji OgL TOP PROPOSED FIN.FLOOR - (EL.+9'-6") 20 D E WE Y L A N E fV -- -- ------- 10HAMPTON BAYS, NY 11946 TOP CURRENT FIN.FLOOR — (EL.+6'-8 8') - - ---- ------ ----— OL TOP OF GRADE AT HOUSE _ (EL.+5-0") -- I © COPYRIGHT NOTICE: I I I I � � THE FOLLOWING DRAWINGS ARE AN t I I INSTRUMENT OF SERVICE AND SHALL r------------------------------------------------ -1-------------------------------------------------� _l REMAIN THE PROPERTY OF THE -----------------------------------------------L---------------------------------------------------J ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE SEA LEVEL INTENDED FOR THE SPECIFIED LOCATION (EL.0'-0") AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. EXISTING EAST ELEVATION ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN SCALE: I/4" = I' - O" CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS EXISTING BRICK CHIMNEY F THE CODE OF THE TOWN OF EXISTING STAINLESS STEEL POSTS AND RAILING SOUTHOLD,THE 2018 I.C.C.,THE 2020 BUILDING CODES OF N.Y.S.,THE 2020 EXISTING BUILDING HEIGHT EXISTING COMPOSITE DECKING N.Y.S. ENERGY CONSERVATION ,AND ALL (EL.±26-2 a") -- ------ - -- -- -- _ _ OTHER LAWSOGOVEORNING BUILDING CONSTRUCTION AND SAFETY. Bldg Dept copy from ZBA i Fina! reviewed do uments ZBA File +� `��:j�v [Date: .,/ / 'C MURPHY-CARROLL W _ RESIDENCE FINALEXISTING GREY COMPOSITE HORIZONTAL SIDING rRE i p o ---- - EXISTING FASCIA BOARD PAINTED WHITEREVIEWED E �"g ZBA 2 3 0 1 N L E T L A N E - - - --- - - _ ECISS GREENPORT , NY 11944 EXISTING COMPOSITE WINDOW CASING PAINTED WHITErEXISTING WHITE CASEMENT WINDOWS _�L —`-F— � SCTM# EXISTING ROOF OVERHANG \� - - � \` EXISTING COLUMNS PAINTED WHITE _-_ 1000-43-05-04 EXISTING CONCRETE STOOP AND STEP EXISTING CONCRETE PATIO =J1 iL:::] DATE: DECEMBER 15 2020 TOP PROPOSED FIN.FLOOR -- (EL.+9'-6") ------ -- ,' --- -- --GENERAL NOTE: EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND MIMNEC TOP CURRENT FIN.FLOOR __LEBIFM THERF_LD A&BE.QUREIZ TOP OF GRADE AT HOUSE I I - 1 y �' (EL.+5-0") i i i i i EXISTING HOUSE SQ.FT. ------ 1-------------------------------------------------------1 ----------- ------------------------1- EXISTING 1ST FLOOR 1 126 SQ.FT. !;, f N I ! I I 1 EXISTING 2ND FLOOR 697 SQ.FT. �--------- ----------------------------------------------------------L------------L------------------------� TOTAL 1,823SQ.FT. SEA LEVEL 0P NG�I�� (EL.0'-0") _---- " PROPOSED HOUSE SQ.FT.TOTALS 2 EXISTING SOUTH ELEVATION PROPOSED 1ST FLOOR 1,126 SQ.FT. EXISTING PROPOSED 2ND FLOOR 1,156 SQ.FT. ELEVATIONS SCALE: 1/4" = 1' - 0" TOTAL 2,282 SQ.FT. 1 z u� 0 0 O � Li W z Qz � n, I F-95" I 6-95" 7'_Q4„ I 5'-2" I 6,_24, LL w I I I I I I = F ------ ------N'Q .� - - - - - - ry Q —4- 1 I I 0 ZO �o I I I II II I I------- ------- � ------------------ ---- I — — — -------------------- - -------------------- --------- --- ----- -------------- — — — — � III illl III � I ; Ili IIIII l I 1i 20 DEWEY LANE HAMPTON BAYS, NY 11946 =IN IIII IIII III � I i IIIII IIIII ii I `O I 1 i -o i l l l i l l l I I I III III I I I IIII IIII II I IIII IIII II I COPYRIGHT NOTICE: i III i III l� i THE FOLLOWING DRAWINGS ARE AN -08 I INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE IIII IIII I I I ARCHITECT.THE CONCEPTS AND Ili i I iii i '--_- I I DESIGNS CONTAINED HEREIN ARE Iiii I I I 'moo i i �� INTENDED FOR THE SPECIFIED LOCATION IIII IIII I I I I ' __ IIII IIII IIII I I I ^ AND CLIENT. UNDER NO IN IIII IIII IIII I '� i 1 1 1 I I I I IIIII i i i i CIRCUMSTANCES SHOULD THEY BE USED r\ I Ili i I Ili i iiii I I I I I BY ANOTHER PARTY OR IN ANY OTHER IIII IIII IIII 11 l LOCATION. IIII IIII IIII II II IIII IIII I I I I ANY CHANGES MADE TO THE PLANS X- - - - - NOT BY DRAFT, OR WITHOUT WRITTEN ; III fill III - I" I III fill IIII CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN I Iiii Iiii I i li I ITEM BEARING THE SEAL OF THE IIII IIII IIII IIII IIII IIII c�ieo IIII IIII IIII III IIII c5 ARCHITECT IS ALTERED,THE ARCHITECT IIII IIII IIIII IIII IIII I SHALL AFFIX TO HIS ITEM THE SEAL AND III III IIII I I I I I I i IIII i III I IIII Iiii Ili Ili I THE NOTATION"ALTERED BY"FOLLOWED IIII IIII III III IIII BY HIS SIGNATURE AND THE DATE OF - IIII IIII IIII I I I II I II -Icv III III IIII I" I I I I i SUCH ALTERATION, AND A SPECIFIC 2 r\ IIII IIII DESCRIPTION OF THE ALTERATION. III Itl IIIII I I I I I I ! fill III IIII ; ; I I Ili Ili I 2 IIII IIII IIII IIII IIII IIII IIII IIII III III III Ae 4.1 IIII IIII IIII IIII IIII IIII � IIII III IIII III IIII IIII Lr) I I I I I I IIII IIII IIII lilll I ;lil NOTE: Illi III IIII ill ; IIII IIII ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS III III IIIII IIII IIII III OF THE CODE OF THE TOWN OF PROPOSED 12"O PILES IIII I IIII I IIII III IIII IIII IIII IIII SOUTHOLD,THE 2018 I.C.C.,THE 2020 =1c IIII IIII IIII i i i i I Iiii r,1°° BUILDING CODES OF N.Y.S.,THE 2020 III I IIII I I I O i IIII I IIII IIII IIII IIII i � IIII IIII IIII IIII IIII IIII � N.Y.S. ENERGY CONSERVATION IIII IIII CONSTRUCTION CODE,AND ALL IIII III IIII IIII IIII IIII OTHER LAWS GOVERNING BUILDING IIII III IIII IIII I Ill IIIII IIII CONSTRUCTION AND SAFETY. IIII IIII IIII IIII iiii - IIII I I I I I I I Iltl II ' I IIII I, I I I I I IIII 1 111 1 1 111 1 III III IIII IIII I IIII Ae IIII IIII III Iiii l i l I b Bldg Dept copy from ZSA III III I I I I IIII Final reviewed doc ments IIII IIII IIII IIII IIII 1 1 1 IIII I i i ZBA Filg # 1�3 IIII IIII III IIII I I === === =4I I - - - - l�n MURPHY-CARROLL ; == _ -------------- -------------- RESIDENCE ' III IIII IIII IIII c�lv ' III IIII IIIII IIII FINAL IIIII 111 I I IIII III I I IIII IIII IIII IIII ch IIII IIII IIII IIIIAp IIII MAP III _ III _ IIII REVIEWED 230 INLET LANE 1-------____________� _=_____=_____=-_- t ___= - - - - - - - - - - CL -------------------- y :- ------------------ 1---------- E3� I I I I I I SEE ®ECs' # 3� GREENPORT , NY 1 1 944 DATED SCTM# o / �� 1000-43-05-04 I I I I DATE:JANUARY 05 2021 ------_----T �------____-- T---- '� GENERAL NOTES: I I I I I I 1- I I 1 I ------------- EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: q i o DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND 2021-10-28 DEC Zb VERIFY IN THE FIELD AS REQUIRED r FDLt4�. I I I II-------------ll I I pN M Ch � M i - - - - - - EXISTING HOUSE SQ.FT. ®� ------------ 17-r ;r EXISTING 1ST FLOOR 1,126 SQ.FT. EXISTING 2ND FLOOR 697 SQ.FT. 1 $,_98, 11 -3 1 5'-24" l 5'-2" 1 2'-34' I 6'-78, 1 6'-38" 1 TOTAL 1,823SQ.FT. PROPOSED HOUSE SQ.FT.TOTALS PROPOSED PROPOSED 1ST FLOOR 1,126 SQ.FT. PILE PLAN PROPOSED 2ND FLOOR 1,156 SQ.FT. TOTAL 2,282 SQ.FT. 1 PROPOSED PILE PLAN Ile NA 300 SCALE: 1/4" = 1' - 0" z u� W 1 0O I— W z 6-2"' 6'-p1„ 6'-24„ '.�s W W V PROPOSED OUTDOOR SHOWER DECK AND 5-$ENCLOSURE OF UNTREATED LUMBER ------------- ------------- II II o - -------------- EXTENSION OF COVERED PORCH AND STAIR __' ADDITION TO BE CONSTRUCTED OF UNTREATED LUMBER o I I , 20 DEWEY LANE ---------- ----- HAMPTON BAYS, NY 11946 i I � I' I I I I I ----- ---- y l I I -- ----- ---- ----; ;I __c � I � — -- -- !---- —� — --- - - - -- - - - it — — EXTENT OF EXISTING PORCH -------------iry --i -- I O COPYRIGHT NOTICE: b THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL IT-lo-" I REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND °O IDNTEIGNS NDED FOR THE SDPEC TEIN ARE IED OCATION �fiO8�MERED-PATIO AND 1�1 EXISTING �+1 s'24 CIRCUMSTANCES IDSHOUER OLD THEY BE USED + ExIstlNc >i '24 j BY ANOTHER PARTY OR IN ANY OTHER 2'"Ip" 4 I•- ---- ------ I i - ; ; LOCATION. ANY CHANGES MADE TO THE PLANS -----= NOT BY DRAFT, OR WITHOUT WRITTEN _ - AI CONSENT OF DRAFT IS IN VIOLATION OF -- __ 1 06 STU�Y I LAW AND STRICTLY PROHIBITED. IF AN EXISTING C.H.:F-24' P I ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT �2 �^ SHALL AFFIX TO HIS ITEM THE SEAL AND N M - THE NOTATION "ALTERED BY"FOLLOWED - ----- BY HI SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC m t o4� BATHROOM DESCRIPTION OF THE ALTERATION. 2 O - 2 =1 ,,e - PROPOSED C.H.:B'2, � FURN. ' NOTE: 10771MECH ROOM ALL CONSTRUCTION TO CONFORM EXIS ING C.H.:F-24' WITH ALL APPLICABLE PROVISIONS 57SOUTHOLD THE 2018 I.C.C. THE 2020 ------------- ------------- OF THE CODE OF THE TOWN OF F7 H.W.H / 1 _ FF1 ® _ _____= 1 BUILDING CODES OF N.Y.S.,THE 2020 c -__________-- " -- - ---J "'a.Qi aIIN 'R�OM.; c: : ,� ��® ��/ N.Y.S. ENERGY CONSERVATION A CONSTRUCTION CODE,AND ALL �wst ':.:= PROPOSED CASEMENT WINDOW TO SEE DECISION OTHER LAWS GOVERNING BUILDING i ------------ MATCH EXISTING CONSTRUCTION AND SAFETY ---------------- 11 DATED II----- ------- ,I .... , :.,.•`.: -yam � I I I � t"�✓ ------------- I a FULL O ICI I I vw it I KEY ----- ------- I I Z ----- ------- EXISTING WALL TO REMAIN M U R P H Y-CA R R O L L -- --- LJ - -------- -- ---- ---- -----= I RESIDENCE 1 02 BEDROOM 4 I EXISTING C.H.:B'2� ----------- ----------------------y PROPOSED WALL ----------- ----------------------j-11 i /' i ------ ----------------------------JJ 2 3 0 1 N L E T L A N E 13'_34" GREENPORT , NY 11944 '1 O1 FOYER _ illSCTM# I o 1 1 EXISTING CA:8'-24" III 1000-43-05-04 II ; III' � III I Ij I I1 PROPOSED OPEN PERGOLA ABOVE I1 -- _--_--_--_ PROPOSED FRONT COVERED PORCH AND DATE:JANUARY 05 2021 DIN ------------------------- --- --- -------------- - ------- GENERAL NOTES: STEPS TO BE BUILT OF UNTREATED LUMBER PROPOSED FLAT ROOF OVERHANG EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: -------------- --------------- DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND 2021-10-25 DEC ------------- ------ VERIFY IN THE FIELD AS REQUIRED �o �o �F?r D aR�\ c 4� 7 �\ EXISTING HOUSE SQ.FT. I °� /j�{`�/'�1�• .dam EXISTING IST FLOOR 1,126 SQ.FT. EXISTING 2ND FLOOR 697 SQ.FT. TOTA L 1,823 SQ.FT. 042170 a 6-0" - PROPOSED HOUSE SQ.FT.TOTALS PROPOSED PROPOSED 1ST FLOOR 1,126 SQ.FT. PROPOSED 2ND FLOOR 1,156 SQ.FT. 1 ST FLOOR PLAN TOTAL 2,282 SQ.FT. PROPOSED I ST FLOOR PLAN N SCALE: 1/4" = I' — 0" z � 1 00 4.1 ct� / n w v 1 � W z a---- �----� EXISTING PROPOSED :D I LL V LLJ I Q = I u PROPOSED DECK Q Q (PROVIDE 2 ROOF DRAINS PIPED TO DRYWELL) (DECK TO BE CONSTRUCTED OF UNTREATED LUMBER) --------------------------------------- ---------------- ----------------- ---------------- ---------------- ---------------- i III 20 DEWEY LANE HAMPTON BAYS NY 11946 I j II 1 I I 1 I II `, ;> ^`�;: 203' MASTER BEDROOM '"_. -.. © COPYRIGHT NOTICE: I EXISTING C.H.:8'-24' THE FOLLOWING DRAWINGS ARE AN y„ INSTRUMENT OF SERVICE AND SHALL < REMAIN THE PROPERTY OF THE - — UEEN - = - - Ir-lo- '.2 155 3 - , e =2'-I"— a t ARCHITECT.THE CONCEPTS AND !" DESIGNS CONTAINED HEREIN ARE 3 :Yw.. INTENDED R T P DE FOR HE SPECIFIED LOCATION ATI N AND CLIENT. UNDER NO 204 BED .:: 0 9 M QUEEN - CIRCUMSTANCES SHOULD THEY BE USED PROPOSED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. i ANY CHANGES MADE TO THE PLANS 4'-7a4" 32^ 4%7'-a" 32" NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF WASHER DRYER I' LAW AND STRICTLY PROHIBITED. IF AN SHELF SHELF ITEM BEARING THE SEAL OF THE 3 ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND 6 - -.- =-�-__�ry_ -.l_.- :---: Ti i THE NOTATION"ALTERED BY"FOLLOWED • BY HIS SIGNATURE AND THE DATE OF -°s 9 I �'$ rx II 22 2 BATHROOM 1 '.6�" I 767 BATHROOM 2 SUCH ALTERATION, AND A SPECIFIC a iz" —I 3'-I"r' ;, 2 ---- DESCRIPTION OF THE ALTERATION. 1_7 2 EXISTING C.H.:6-2 4' I PROPOSED CA:6-9, m reviewed Bldg De Pt copy from } U ------ ---, N ts .. r" • It *�'-- ---- final rev+eed documen ## LINEN File x t ZBA Date Iv 7 x - x • F I q NOTE: ��' ALL CONSTRUCTION TO CONFORM ODIN WITH ALL APPLICABLE PROVISIONS ------ ----II "�' OF THE CODE OF THE TOWN OF 8 �14AL8 � ��' SOUTHOLD,THE 2018 I.C.C.,THE 2020 r 13'-11,^ - BUILDING CODES OF N.Y.S.,THE 2020 RfrEVIEWED Y Z A N.Y.S. ENERGY CONSERVATION _______ _____ SEE DECISION #� CONSTRUCTION CODE,AND ALL II LINEN °° _ �L OTHER LAWS GOVERNING BUILDING o DATE®�_ Ij � '� CONSTRUCTION AND SAFETY. ------- ----- FULL .11 QUEEN ------ ----- 205 BED .nit Y0`0 q" = PROPOSED CATH€DR�k,`.15' 62 2 1 B DROOM 2 ------ ----- �;, O 0 _ '. i KEY EXISTING C.H.:8'-24 -- ---- II �' li _ ------------- MURPHY CARROL == --------------L: - - .b--�u�..._v��.-------- — — — -- — -- ----- EXISTING WALL TO REMAIN I I I RESIDENCE - I I I PROPOSED WALL PROPOSED PERGOLA BELOW - - - 2 3 0 1 N L E T L A N E GREENPORT , NY 11944 SCTM# 1000-43-05-04 I I GENERAL NOTES: DATE:JANUARY 05 2020 I EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±111 ISSUED: DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND 2021-10-25 DEC VERIFY IN THE FIELD AS REQUIRED PROPOSED FLAT ROOF OVER PORCH BELOW) EXISTING HOUSE SQ.FT. EXISTING I ST FLOOR 1,126 SQ.FT. EXISTING 2ND FLOOR 697 SQ.FT. y T4` I TOTAL 1,823 SQ.FT. EXISTING FRONT STOOP/STEPS/WALKWAY 26 SQ.FT. EXISTING REAR PATIO AND STEPS 144 SQ.FT. iZ7 N E\N � _EXISTING �—PROPOSED—� PROPOSED HOUSE SQ.FT.TOTALS PROPOSED PROPOSED 1ST FLOOR 1,126 SQ.FT. 2ND FLOOR PLAN PROPOSED 2ND FLOOR 1,156 SQ.FT. TOTAL 2,282 SQ.FT. PROPOSED 2ND FLOOR PLAN PROPOSED STOOP AND STEPS 80.00 SQ.FT. N PROPOSED REAR PATIO AND STEPS 276.87 SQ.FT. SCALE: 1/4" = I' - 0" PROPOSED 2ND FLOOR DECK 100.00 SQ.FT. PROPOSED BUILDING HEIGHT— (EL.+33-5 2") w z z _ �o +I [a Lu Z �- z z TOP OF PROPOSED 2ND FL.PLATE VLi - - - ---- ------ - `� (EL.+26-9") �— a� EXISITNG BUILDING HEIGHT � � � EXISTING FASCIA BOARD TO BE PAINTED GREY � � Ij EXISTING BRICK CHIMNEY TO BE RAISED AND STUCCOED V (EL.±26'-2 g') EXISTING COMPOSITE HORIZONTAL SIDING TO BE PAINTED GREY PROPOSED AZEK FASCIA PAINTED GREY LlJ EXISTING COMPOSITE WINDOW CASING TO BE PAINTED GREY �' �� j PROPOSED STUCCO SIDING .M� - EXISTING WHITE CASEMENT WINDOWS PROPOSED FLAT ROOF OVER STOOP = PROPOSED AZEK BOARD PAINTED GREY AT FLAT ROOF EDGE �� PROPOSED AZEK PERGOLA BEAM PAINTED GREY U EXISTING CASEMENT WINDOW TOP EXISTING 2ND FL. FIN.FLOOR ' (EL + 18 5 4) --- -- PROPOSED STUCCO SIDING Q TOP EXISTING 1ST FL.PLATEiv (EL.+ 1 T-9 4') ---- ------- ---- -------- ------- - --- ---- -- w a EXISTING COMPOSITE WINDOW CASING PAINTED GREY = EXISTING COMPOSITE HORIZONTAL SIDING TO BE PAINTED GREY 2 O D E W E Y LANE am HAMPTON BAYS, NY 11946 PROPOSED OUTDOOR SHOWER ENCLOSURE PROPOSED STEPS AND STOOP CONSTRUCTED N CONSTRUCTED WITH UNTREATED LUMBER ,' �� ,'� WITH UNTREATED LUMBER - --- - PROPOSED 1 x 6 CEDAR CETNERMATCH W/4'GAPS TOP PROPOSED FIN.FLOOR _ ' - --__ j © COPYRIGHT NOTICE: (EL.+9'-6") - - ---- - THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE TOP CURRENT FIN.FLOOR _ ARCHITECT.THE CONCEPTS AND (EL.+6'-88') DESIGNS CONTAINED HEREIN ARE TOP OF GRADE AT HOUSE INTENDED FOR THE SPECIFIED LOCATION 1 I I I I I I I I I I I AND CLIENT. UNDER NO (EL.+S'-0") I I I I I I I I CIRCUMSTANCES SHOULD THEY BE USED l i I I l l I I I I I I I 1 BY ANOTHER PARTY OR IN ANY OTHER I 1 1 I LOCATION. I I I I I I I I 1 1 I I I 1 I I ' ANY CHANGES MADE TO THE PLANS 1 1 1 f NOT BY DRAFT, OR WITHOUT WRITTEN I I 1 1 I 1 I 1 I 1 I I 1 I I 1 1 I I I I 1 1 I 1 I I 1 I 1 1 1 I I 1 I I 1 I I i I 1 I I 1 1 I I 1 I 1 I CONSENT OF DRAFT IS IN VIOLATION OF 1 1 1 l 1 I I 1 i I I i I 1 1 1 1 i 1 I 1 f I 1 1 1 1 1 1 I I I 1 I 1 I I I 1 ' I LAW AND STRICTLY PROHIBITED. IF AN SEA LEVEL 1 1 1 1 ITEM BEARING THE SEAL OF THE (EL.O'-0") I I I 1 1 ARCHITECT IS ALTERED,THE ARCHITECT I I I I 1 I I I I I I ' ) SHALL AFFIX TO HIS ITEM THE SEAL AND I 1 I I I I I 1 1 I I I 1 l I l I I I I I I 1 I I I THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC PROPOSED WEST ELEVATION DESCRIPTION OF THE ALTERATION. SCALE: 1/4" = I' — 0" NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF PROPOSED BUILDING HEIGHT _ _ _ EXISTING BRICK CHIMNEY TO BE RAISED_AND STUCCOED SOUTHOLD,THE 2018 I.C.C.,THE 2020 (EL.+33'-5 a') PROPOSED AZEK FASCIA PAINTED GREY BUILDING CODES OF N.Y.S.,THE 2020 PROPOSED STUCCO SIDING N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL OTHER LAWS GOVERNING BUILDING W x CONSTRUCTION AND SAFETY. 5ldg Dept copy from ZBA F Firtal revievve d F��%uments Z8A File I +I en z * � w ;Date: Q TOP OF PROPOSED 2ND FL.PLATE - -- -- ---- - - _ -- -- _-- -- --EXISTING.-FASCIA-80ARDT9-B1=PA1NT-ED GREY-- (EL.+26' 9") --------- ----___--- - --- -____-- - - TING-COMPOSITE HOR9%TAt3t©1NGTOBEPAINTED-GREY EXISITNG BUILDING HEIGHT __ EXISTING COMPOSITE WINDOW CASING TO BE PAINTED GREY M U R P H Y-C A R R O L L EXISTING WHITE DOUBLE HUNG WINDOWS FINAL MAP (EL.±26'-2 a') PROPOSED AZEK BOARD PAINTED GREY AT FLAT ROOF EDGE _ RESIDENCE PROPOSED FLAT ROOF OVER STOOP EVI E V D Y A - — -- - — — -------- PROPOSED STEPS AND STOOP CONSTRUCTED ; WITH UNTREATED LUMBER D ,Tt� �`` ,/ �� 2 3 O INLET LANE OL TOP EXISTING 2ND FL. FIN.FLOOR — G R E E N P O R T , NY 1 1 9 4 4 (EL.+ 18'-54") SCTM# TOP EXISTING 1ST FL.PLATE 1000-43-05-04 (EL.+ 1 T-91") w DATE:JANUARY 15 2021 o PROPOSED OUTDOOR SHOWER ENCLOSURE GENERAL NOTES: CONSTRUCTED WITH UNTREATED LUMBER ALL GUTTERS TO BE PIPED TO DRYWELLS ISSUED: bo �� - - -- — 2021-10-25 DEC �" — - — -- — --- - -- EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" _ DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND rr VERIFY IN THE FIELD AS REQUIRED \�`\oi�I M q lL\q\yl\ TOP PROPOSED FIN.FLOOR EXISTING HOUSE SQ.FT. c r�OIL TOP CURRENT FIN.FLOOR _ EXISTING 1ST FLOOR 1,126 SQ.FT. (EL.+6'-s 8") 1 11 f I EXISTING 2ND FLOOR 697 SQ.FT.OL TOP OF GRADE AT HOUSE TOTAL 1,823 SQ.FT. (EL.+5-0") I I t 1 1 I 1 1 I I I I 1 1 1 1 I 1 I 1 I I I 1 I 1 1 1 I I 1 I 1 I I I I 1 1 1 1 1 1 I I I I I 1 I I 1 1 I 1 1 1 1 1 I 1 1 I 1 1 1 I 1 1 I 1 I I I 1 t 1 1 I I I I I I I I I I I 1 I I I I I I I 1 1 I I 1 1 I 1 1 PROPOSED ' 1 PROPOSED HOUSE SQ.FT.TOTALS ELEVATIONS N 1 I I 1 I I 1 I I I 1 I 1 1 I I I I 1 1 I I I I 1 1 1 I I I I I I 1 1 I I 1 I I I I I 1 1 I I 1 1 I I 1 I I I 1 1 1 1 I I 1 1 1 I I I I 1 I I I 1 I 1 1 I I I I I 1 1 I I 1 1 I I 1 I I I I I I I l I I I PROPOSED l x 6 CEDAR CETNERMATCH W/4"GAPS PROPOSED 1ST FLOOR 1,126 SQ.FT. OL SEA LEVEL (EL.O'-0) PROPOSED 2ND FLOOR 1,156 SQ.FT. I I I I I 1 1 I I 1 1 I 1 I I 1 I I I I 1 I I 1 I I 1 I TOTAL 2,282 SQ.FT. 1 1 I 1 I I 1 1 I 1 I I I 1 1 I I I I 1 1 I 1 I I I 1 I I I I 1 I I I 1 1 I 1 I I I I 1 1 1 1 I I I 1 2 PROPOSED NORTH ELEVATION SCALE: 1/4" = I' — 0" OgL PROPOSED BUILDING HEIGHT (EL.+33'-5 81I) = I I z — I W -H oO Z , Q EXISTING BRICK CHIMNEY TO BE RAISED AND STUCCOED W Z OIL TOP OF PROPOSED 2ND FL PLATE PROPOSED AZEK FASCIA PAINTED GREY _ -- (EL.+26'-9") -PROPOSED STUCC$SiDI - - Lu W PROPOSED SLIDING DOORS ---- ----— EXISITNG BUILDING HEIGHT PROPOSED MAHOGANY CAP RAIL OIL W ' EXISTING FASCIA BOARD TO BE PAINTED GREY \ - EXISTING COMPOSITE HORIZONTAL SIDING TO BE PAINTED GREY = -- EXISTING COMPOSITE WINDOW CASING TO BE PAINTED GREY n/ U EXISTING WHITE CASEMENT WINDOWS (-,L- cr� 016 TOP EXISTING 2ND FL. FIN.FLOOR (EL.+ 18'-5 a") PROPOSED AZEK NEWEL POST PAINTED GREY Q PROPOSED S/S CABLE RAIL TOP EXISTING 1ST FL.PLATE -PROPOSED--MAHOGANY D€CKINGOIL - (EL.+ 17 9 a") ----PROPOSED KZEK-SMT-BOA-RDS-PAINTEffGREY-- PROPOSED COLUMN WRAPPED IN AZEK PAINTED GREY w , , PROPOSED OUTDOOR SHOWER ENCLOSURE PROPOSED SLIDING DOORS ,' `� �' �� CONSTRUCTED WITH UNTREATED LUMBER = PROPOSED TERRACE AND STEPS 20 D E W E Y L A N E W ^` CONSTRUCTED WITH UNTREATED LUMBER \�A HAMPTON BAYS, NY 11946 coI IL OIL TOP PROPOSED FIN.FLOOR COPYRIGHT NOTICE: (EL.+9' 6") - — -- -- --- THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL to REMAIN THE PROPERTY OF THE OIL TOP CURRENT FIN.FLOOR __ _ ARCHITECT.THE CONCEPTS AND (EL.+6'-82") DESIGNS CONTAINED HEREIN ARE TOP OF GRADE AT HOUSE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO (EL.+5-0") I CIRCUMSTANCES SHOULD THEY BE USED I I I 1 I 1 1 1 1 I 1 I 1 I 1 I I 1 1 1 1 I 1 I 1 I I i I BY ANOTHER PARTY OR IN ANY OTHER 1 1 I I I 1 I 1 1 1 1 1 LOCATION. 1 I I I 1 I I I 1 1 I 1 I I 1 1 I I I 1 1 1 1 1 1 1 I I o I I I I 1 1 1 1 1 1 11 I I ANY CHANGES MADE TO THE PLANS 1 I I I I I I 1 1 I I I 1 1 ' NOT BY DRAFT, OR WITHOUT WRITTEN 1 I I I 1 1 I I I I I 1 I 1 1 I I I 1 1 i 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � CONSENT OF DRAFT IS IN VIOLATION OF OgL SEA LEVEL I i I I LAW AND STRICTLY PROHIBITED. IF AN � � � I I I I I I �_ �- I (EL.0'-0") I —}-- �I—I I 1- A 1 I 1 I I I ITEM BEARING THE SEAL OF THE 1 I I 1 1 1 1 I I I I 1 I 1 I I I I I I I I I I I I I ARCHITECT IS ALTERED,THE ARCHITECT i I I I I I I I i I I I I I SHALL AFFIX TO HIS ITEM THE SEAL AND I I I I I I I I I I I I I THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC � PROPOSED EAST ELEVATION DESCRIPTION OF THE ALTERATION. SCALE: 1/4" = I' - 0" NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF PROPOSED BUILDING HEIGHT _ _ _ _ SOUTHOLD,THE 2018 I.C.C.,THE 2020 (EL.+33'-58") BUILDING CODES OF N.Y.S.,THE 2020 N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL c� OTHER LAWS GOVERNING BUILDING o EXISTING BRICK CHIMNEY TO BE RAISED AND STUCCOED CONSTRUCTION AND SAFETY. + co z PROPOSED STANDING SEAM METAL ROOF 91dg Dept copy from ZBA +1co Fi�a(revievied documents PROPOSED MAHOGANY CAP RAILOlL TOP OF PROPOSED 2ND FL.PLATE ----- -- -- -- - -.- -- - -- —P-ROPOSED-AZE"EWEL-POST PAINTED-GREY-- PROPOSED S/S CABL RAIL - MURPHY-CARROLL OIL EXISITNG BUILDING HEIGHT PROPOSED MAHOGANY DECKING PROPOSED AZEK SKIRT BOARDS PAINTED GREY (EL.±26'-2�", - ' RESIDENCE a , PROPOSED AZEK FASCIA BOARD TO BE PAINTED GREY ' `� PROPOSED COLUMN WRAPPED IN AZEKIAP A, ` PAINTED GREY 111 PROPOSED FLAT ROOF OVER STOOP j _ NA EVI �' ESE D Z A PROPOSED STEPS AND STOOP CONSTRUCTED DECISION / 2 Z_ 2 3 0 1 N L E T L A N E TOP EXISTING 2ND FL. FIN.FLOOR WITH UNTREATED LUMBER - �P` ✓ G R E E N P O R T , NY 1 1 9 4 4 3 PROPOSED TERRACE AND STEPS D SCTM# CONSTRUCTED WITH UNTREATED LUMBER -- 1000-43-05-04 OgL TOP EXISTING 1ST FL.PLATE `� - - (EL.+ 17'-91") 10 o ------ DATE:JANUARY 15 2021 GENERAL NOTES: ' ALL GUTTERS TO BE PIPED TO DRYWELLS ISSUED: 2021-10-25 DEC EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1 DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND VERIFY IN THE FIELD AS REQUIRED c�`�\ oP4 M TOP PROPOSED FIN.FLOOR O-A (EL.+9'-6") — I �; �� EXISTING HOUSE SQ.FT. "' �r OIL TOP CURRENT FIN.FLOOR _ _EXISTING 1ST FLOOR 1,126 SQ.FT. 042 7a - (EL.+6' 88") EXISTING 2ND FLOOR 697 SQ.FT. \��N E�`I- OIL TOP OF GRADE AT HOUSE TOTA L 1,823 SQ.FT. (EL.+5'-0") I I I I 1 1 I 1 1 I I 1 I I 1 1 1 I I 1 I 1 I 1 I 1 1 I I 1 I 1 I 1 I I 1 1 I I 1 1 I 1 1 1 I 1 1 1 1 I I 1 1 I I 1 I 1 I 1 I 1 I 1 I I 1 I 1 I I I I I I I I I I I I I' PROPOSED HOUSE SQ.FT.TOTALS PROPOSED 1 1 I 1 I I I 1 I I I 1 1 1 0 I 1 I I I I 1 1 1 1 1 I 1 1 1 I I I 1 1 1 1 1 1 I ELEVATIONS PROPOSED 1ST FLOOR 1,126 SQ.FT. 1 I I I 1 I 1 I I I 1 1 1 1 I I I I I 1 1 1 I 1 1 1 1 I I I I I I I I I PROPOSED 2ND FLOOR 1,156 SQ.FT. OIL SEA LEVEL (EL.0'-T) TOTAL 2,282 SQ.FT. I 1 1 I I I 1 1 I I I I I 1 1 1 1 I I I 1 I I I 1 I 1 I I I 1 I 1 1 I I 1 1 I I I I 1 I 1 1 1 1 I I 1 1 I 1 I I I 1 1 1 1 1 1 1 1 1 2 PROPOSED SOUTH ELEVATION SCALE: 1/4" = I' - 0" Pmt Z®N F-3a" 8„1�-3"' 7-42' Z-42„ 5„ 8„ 8,�6'-11" 6'-11" cr I n ua v I f- W z WLLJ L1J I.._... I PROPOSED POURED CONCRETE CHEEK —r— WALLS FOR STEPS �J ry PROPOSED POURED CONCRETE WALLS Q <L i FOR TERRACE PROPOSED SONOTUBES FOR OUTDOOR SHOWER r — r — r — I I I I I O --------------------------------------------- L---------------- L---------------� �'. L- N ------------ ----------------------------- ---------------- ------------------- y ` 20 DEWEY LANE HAMPTON BAYS, NY 11946 I I I I I I i I I I I I I I I I • � � i PROPOSED POURED CONCRETE © COPYRIGHT NOTICE: SLAB FOR TERRACE ABOVE THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE I I ARCHITECT.THE CONCEPTS AND _,� i i i i I i DESIGNS CONTAINED HEREIN ARE C�l I I L---- , I INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO O I i i I I I CIRCUMSTANCES USED BY ANOTHER ARTY OR N ANY OTHER I I I I I n I =�N CENTER OUTDOOR SHOWER ---------------------------------- LOCATION. M,'� BETWEEN WINDOWS i i i t I ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN L-----------------------------------------� i CONSENT OF DRAFT IS IN VIOLATION OF • I i I LAW AND STRICTLY PROHIBITED, IF AN `I I i i ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX O O ® I I I THE NOTATION"ALTERED TERED BY"FOLLOWED I BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. I I I I I I I I I I I I NOTE: I I I I ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF I i EXISTING 16"TALL CRAWL SPACE I SOUTHOLD,THE 2018 I.C.C.,THE 2020 BUILDING CODES OF N.Y.S.,THE 2020 N.Y.S. ENERGY CONSERVATION I CONSTRUCTION CODE,AND ALL I I EXISTING BLOCK FOUNDATION OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. I I I I I I I I I I I I I I I I I I I I I I I I I I -----------------J I r � �---------------- � M U R P H Y-CA R R O L L I I I I I . r-----------------------------------� R ES I D E N C E I I I I L-------------------------------------------------------J ------------------------------------ -------------------------- Pei oFpQQ 2 3 0 INLET LANE ^IN NG�OP�� GREENPORT�#NY 11944 1000-43-05-04 � I I I I 0 GENERAL NOTES: DATE: OCTOBER I 1 2023 C:) � ;; PROPOSED SONOTUBES FOR - FRONT PORCH FRAMING EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±I" ISSUED: PROPOSED POURED CONCRETE DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND 2024-03-14 6-10" SLAB FOR STEPS VERIFY IN THE FIELD AS REQUIRED EXISTING HOUSE SQ.FT. EXISTING 1ST FLOOR 1,126 SQ.FT.. EXISTING 2ND FLOOR 697 SQ.FT. 6-3 3-5a TOTAL 1,823 SQ.FT. PROPOSED HOUSE SQ.FT.TOTALS PROPOSED 1ST FLOOR 1,126 SQ.FT. PROPOSED PROPOSED 2ND FLOOR 1,168 SQ.FT. FOUNDATION PLAN TOTAL 2,294 SQ.FT. Bldg Dept.copy from ZBA Final reviewed docum�ntx ZBA File , PROPOSED FOUNDATION PLAN °1ts , ►�I�� ;� a r N SCALE: 1/4" = 1' - 0" 30 APR 3 2024 �,��y�v�9ARfl Of Ap�r.� 0 ..m... C 5-64' I— W z 1'-34" 15'-10" 1 -38 J r- � v w -a- QQ - I = CD CN ---------------------------- -- - -DN ----- - --- ----------------- , _ I I I � O ' I . I I I E W E Y LANE I HAMPTON BAYS, NY 11946 I ' I I �00 .................................................................................................... ... ............... ....._ . .. ........ . ................_... 00 I I +I .. ---- ---- D3 PROPOSED ! © COPYRIGHT NOTICE: j w Q -�ri c%� THE FOLLOWING DRAWINGS ARE AN I COVERED :......................._.__......_.-BLUESTONE-TERRACE....._.._.........._................._....................... CN INSTRUMENT OF SERVICE AND SHALL --------------------- w REMAIN THE PROPERTY OF THE I ARCHITECT.THE CONCEPTS AND __.... ... z `L DESIGNS CONTAINED HEREIN ARE z INTENDED FOR THE SPECIFIED LOCATION !105� KITCHE=NAND CLIENT.., it ER NO EXISTING C.H.:,B'2� ....... _. D2 J = CIRCUMSTANCES DSHOULLD THEY BE USED O __ ..... .... ..... _........ ¢ BY ANOTHER PARTY OR IN ANY OTHER PROPOSED � OUTDOOR SHOWER � ' _ -- ---I- LOCATION. SIN I I I 14�'"C I✓ ANY CHANGES MADE TO THE PLANS Z w NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF U LAW AND STRICTLY PROHIBITED. IF AN 1 04I PO DER ROOM ITEM BEARING THE SEAL OF THE LJ ARCHITECT IS ALTERED,THE ARCHITECT EXISTING _C. .: 2 4' ': ' . _..... I I SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF — SUCH ALTERATION, AND A SPECIFIC O T 7 HOME OFFICE - W4 1 06' - }} !!IIII 44 DESCRIPTION OF THE ALTERATION. EXISTING C.H.:B'2a' I I I 4, lY y I 1 07 MECH ROOM FURN. NOTE: I I �^� tI� ALL CONSTRUCTION TO CONFORM EXISTING C.H.:s'2; o WITH ALL APPLICABLE PROVISIONS _____________�FII OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 BUILDING CODES OF N.Y.S.,THE 2020 1:Q13I'LIVING":Rb_OM` :: N.Y.S. ENERGY CONSERVATION III $`.:2 CONSTRUCTION CODE,AND ALL a: ------------ OTHER- �! I R LAWS GOVERNING BUILDING ------------- CONSTRUCTION AND SAFETY. C� -- ------- I o a FULL „ I v' o------------- I? W1 71 O -- - —� ------- EXISTING - --- -- -' M 1 0 BEDROOM 4 I M U R P H Y-CA R R O L L C.H.:8'-2 a �P y RESIDENCE w12 2 3 0 1 N L E T L A N E GREENPORT , NY 11944 ,I ;_.... ... . it F: D 1 1 O1 FC�;YE SCTM# EXISTING H:8-2 a' " �' ^ 1000-43-05-04 --------------------- GENERAL _ DATE: OCTOBER 112023 0 . NOTES: LINE OF PROPOSED FLAT ROOF --- Eu'STING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: OVERHANG ABOVE - DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND 2024-03-14 PROPOSED TREX POR �/ CH AND STEPS VERIFY IN THE FIELD AS REQUIRED EXISTING HOUSE SQ.FT. 7'-0„ +3-04 \ CENTER ON DOOR EXISTING 1ST FLOOR 1 126 SQ.FT. EXISTING 2ND FLOOR 697 SQ.FT. TOTAL 1,823 SQ.FT. PROPOSED HOUSE SQ.FT.TOTALS PROPOSED 1ST FLOOR 1,126 SQ.FT. PROPOSED PROPOSED 2ND FLOOR 1,168 SQ.FT. 1ST FLOOR PLAN TOTAL 2,294 SQ.FT. PROPOSED I ST FLOOR PLAN Bldgal revs copy wed7d urt N Final reviewed doc tc ZBA File -7c��` ' SCALE: 1/4" = V - IV ate: / / PROPOSED ADDITION I I � o ±18'-O8'ALIGN WITH 1 ST FLOOR SOUTH WALL � f n w W z LZ n LLJ I w QI_.... I z ry V I Q d ....... -_......... ..... . ._. _ IL 20 DEWEY LANE H AMPT N BAYS , NY 11946 G 0CD5) ' ..... ...... �03J PRIMARY BEDROOM --� 0 COPYRIGHT NOTICE: N EXISTING C.H.:8'-2 a' THE FOLLOWING DRAWINGS ARE AN e INS TRUMENT S UMENT F SE RVICE O SER I C AND SHALL 0 S L El 17 QUEEN �0 REMAIN THE PROPERTY OF THE -- � ARCHITECT THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE 204 BEDR,C�fJM' INTENDED FOR THE SPECIFIED LOCATION -- W9 AND CLIENT. UNDER NO PROPOSED 3:, — O CIRCUMSTANCES SHOULD THEY BE USED z =_2'•I 15'-6�";.':":`','` '','' CENTER WINDOW IN BY ANOTHER PARTY OR IN ANY OTHER QUEEN BEDROOM LOCATION.:.:.,...,• ANY CHANGES MADE TO THE PLANS b NOT BY DRAFT, OR WITHOUT WRITTEN _ F m CONSENT O DRAFT IS IN VIOLATION ^N OF e O m 9 I Q i LAW AND STRICTLY PROHIBITED IF El --- --- °O ITEM BEARING THE SEAL OF THE ............................ ARCHITECT IS ALTERED,THE ARCHITECT 202 BATHROOM 1 FOLLOWED 8'-I I" SHALL AFFIX TO HIS ITEM THE SEAL AND 6 Ni� THE NOTATION"ALTERED BY" FOLLOW - BY HIS SIGNATURE AND THE DATE OF Exlsrwc C.H.:B'-2� O kOP LBATHROOM2 - SUCH ALTERATION, AND A SPECIFIC Z — _ kOPOSEU — _- t � J O r DESCRIPTION OF THE ALTERATION. W10 a t� C4 II I CENTER WINDOW IN U BATHROOM S ^N NOTE: A 00 LL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS O OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 ------------- BUILDING CODES OF N.Y.S.,THE 2020 ------------- N.Y.S. ENERGY CONSERVATION - ----------J, ` ' "' �//] CONSTRUCTION CODE,AND ALL 205' t7{� ?C1hit 6.;: = O OTHER LAWS GOVERNING BUILDING L. q I PROPOSED W11 CONSTRUCTION AND SAFETY. O - --- QUEEN CENTER WINDOW IN FULL Q N BEDROOM 201 BEDROOM 2 -------- n -- _� e 8 e'I EXISTING C.H.:8'2 a • LL _ _ RPHY-CARRO 00 M U 207 POWDER OOM 2 W6 RESIDENCE PROPOSED I I I � 2 3 0 1 N L E T L A N E GREENPORT , NY 11944 I SCTM# I I I 1000-43-05-04 -------------------- I DATE: OCTOBER 10 2023 GENERAL NOTES: I +] 8 3 EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±l" ISSUED: 8 +82 DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND ' CENTER WINDOW ON LIVING ROOM VERIFY IN THE FIELD AS REQUIRED 2024-03-14 WINDOW BELOW ±16-0"ALIGN WITH 1ST FLOOR SOUTH WALL gFn-^A I EXISTING HOUSE SQ.FT. ;; o� c, EXISTING 1 ST FLOOR 1,126 SQ.FT. I EXISTING 2ND FLOOR 697 SQ.FT. II ' TOTAL 1,823 SQ.FT. -f I PRC POSED HOUSE SQ.FT.TOTALS PROPOSED ADDITION _ PRC POSED 1ST FLOOR 1,126SQ.FT. PROPOSED PROPOSED 2ND FLOOR 1,168SQ.FT. 2ND FLOOR PLAN TOTAL 2,294 SQ.FT. PROPOSED 2ND FLOOR PLAN Final al revi,ep do m ZBa1 Final reviewed docum�nte N ZQA File �t 3(0 ' SCALE: I/4" = I' - 0" tV'I II NI Otwj Y0 U LE!� EXTEND CHIMNEY ABOVE PROPOSED ROOF LINE AND APPLY STUCCOOIL TOP OF EXIST.SUBFLOOR C (EL.30' 10$') PROPOSED ASPHALT SHINGLE ROOF \` _.I€E '',1 a r n La :, v I PROPOSED 1 x 6 AZEK FASCIA PAINTED ~ ~ PROPOSED ASPHALT SHINGLE ROOF I f i Z TO MATCH SIDING � � . PROPOSED 1 x 6 AZEK FASCIA PAINTED • � TO MATCH SIDING Cz In LLJ ...:.....:: OIL TOP OF EXIST.SUBFLOOR 1") :�.. W EL.24 -0 _: «::, ( a ;; >•`..•.. PROPOSED HARDIE PLANK VERTICAL � PROPOSED HARDIE PLANK HORIZONTAL ,, �.. I- a. SIDING (COLOR T.B.D.) SIDING(COLOR T.B.D.) w ............. _ w PAINTED a' PROPOSED 1 x 4 AZEK CASING U PROPOSED 1 x 4 AZEK CASING A � ,. �<; - � �•\ �"�'�, : G PAINTED cl TO MATCH SIDING .. TO MATCH SIDING - .......... o -< r. 4. E �.... \\ PROPOSED AZEK FASCIA BOARD ON \ W6 PROPOSED AZEK FASCIA BOARD ON x w FLAT ROOF PAINTED TO MATCH SIDING FLAT ROOF PAINTED TO MATCH SIDING c i Qr. TOP OF EXIST.SUBFLOOR ; ww EL. IS -8- a , ram:: 0 D E W E Y LA NE N E 2:.PROPOSED HARDIE PLANK HORIZONTAL OL TOP OF EXIST.PLATE '. 3„ SIDING(COLOR T.B.D.) PROPOSED HARDIE PLANK VERTICAL HAMPTON BAYS, NY 11946 PROPOSED 1 x 4 AZEK CASING PAINTED '` ' ,' \\ „` ' SIDING COLOR T.B.D.) TO MATCH SIDING \ t., \ PROPOSED 1 x 4 AZEK CASING PAINTED \ . TO MATCH SIDING ac- COPYRIGHT NOTICE: - THE FOLLOWING DRAWINGS ARE AN .. INSTRUMENT OF SERVICE AND SHALL THE «.. 1 TOP OF EXIST.SUBFLOOR .... w._w. _.:: ARCHIITECT.THEOPERTY CONCEOPTT HE AN (EL.6 -81) r _ :... DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED I BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN ------ -------------------------------------------------------------------- CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE -PROPOSED TREX FRONT PORCH AND ARCHITECT IS ALTERED,THE ARCHITECT STEPS SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROPOSED WEST ELEVATION SCALE: 1/4" = I' - 0" NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF EXTEND CHIMNEY ABOVE PROPOSED SOUTHOLD,THE 2018 I.C.C.,THE 2020 ROOF LINE AND APPLY STUCCO BUILDING CODES OF N.Y.S.,THE 2020 N.Y.S. ENERGY CONSERVATION —PROPOSED HARDIE PLANK VERTICAL CONSTRUCTION CODE,AND ALL ,:.. SIDING(COLOR T.B.D.) OTHER LAWS GOVERNING BUILDING TOP OF EXIST.SUBFLOOR _ .;. _ ___ (EL.30' lO g') ONSTRUCTION AND SAFETY. .i PROPOSED ASPHALT SHINGLE ROOF W. is MU Y CARROL -_ RPH L OL TOP OF EXIST.SUBFLOOR \ RESIDENCE :.44PROPOSED HARDIE PLANK HORIZONTAL ...�� . SIDING(COLOR T.B.D.) Eii\\ PROPOSED 1 x 4 AZEK CASING PAINTED TO MATCH SIDING 2 3 0 1 N L E T L A N E 0 ........ ...o� ` GORREENP Y ,,: T , 11944 N ,. ...,.:.... : `C W11 — 1000-43-05-04 :.... .. PROPOSED AZEK FASCIA BOARD ON a, FLAT RO OF PAINTED TO MATCH SIDING OIL TOP OF EXIST.SUBFLOOR —GiNERAL NOTES: EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE " a� r , TOP OF EXIST.PLAT E . 3„ DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AOND 1 EL. 15 -0- 202 03-14 VERIFY IN THE FIELD AS REQUIRED r.: EXISTING HOUSE SQ.FT. l samwm� EXISTING 1ST FLOOR co EXISTING G 2ND FLO OR a: «.. ,.... . TOTAL TOP OF EXIST.SUBFLOOR — _ - _ _ _ _ _ _ 1,823 SQ.FT. z I PROPOSED HOUSE SQ.FT.TOTALS I I PROPOSED 1ST FLOOR 1,126 SQ.FT. PROPOSED ----------------------------------------------------y—, --------------------------------------------- PROPOSED 2ND FLOOR 1,168 SQ.FT. ELEVATIONS ------------------------------------------------------------------------------------------------------------------------------------------------------ -------' TOTAL 2,294 SQ.FT. Bldg Dept copy from ZB/� Final reviewed documents 2 PROPOSED NORTH ELEVATION 'Da eFile ` -7�� n,,m 6 0i D/� o SCALE: 1/4" = I' - 0" EXTEND CHIMNEY ABOVE PROPOSED o P F EXIT SUBFLOOR ROOF LINE AND APPLY STUCCO .} N OIL TO 0 S . Lij PROPOSED ASPHALT SHINGLE ROOF PROPOSED ASPHALT SHINGLE PROPOSED 1 x 6 AZEK FASCIA PAINTED TO MATCH SIDING ., :::. ;,� ...,�, „\��: PROPOSED 1 x 6 AZEK FASCIA PAAIINNTED TO MATCH SIDING W PROPOSED 1 x 4 AZEK CASING PAINTED \� TO MATCH SIDING , « TOP OF EXIST.SUBFLOOR �) , W i„ , EL.24 -0- ,... , � PROPOSED HARDIE PLANK VERTICAL I-- w SIDING (COLOR T.B.D.) PLANKPROPOSED HORIZONTAL \\ SIDING(COLOR DTIB.D.) ry PROPOSED FEENEY S/S CABLE RAIL SYSTEM o \, o PROPOSED 1 x 4 AZEK CASING PAINTED LL PROPOSED TREX DECKING TO MATCH SIDING o _ z N1 1. 10 LL_L_ L� I I X TOP OF EXIST.SUBFLOOR (EL. 15 -8a) — — , , , , PROPOSED HARDIE PLANK VERTICAL - 2 O D E W E Y LANE OIL TOP OF EXIST.PLATE °, k _ PROPOSED 1 x 4 AZEK CASING PAINTED 3" SIDING(COLOR T.B.D.) - TO MATCH SIDING HAMPTON BAYS, NY 1 1946 (EL.15' 0e1 PROPOSED 1 x 4 AZEK CASING PAINTED TO MATCH SIDING zo PROPOSED BLUESTONE TERRACE WITH STUCCO ON WALLS -.:. .....:. © COPYRIGHT NOTICE: ._ • PROPOSED BLUESTONE STEPS WITH STUCCO ,,, `` :. �;:; -: THE FOLLOWING DRAWINGS ARE AN ON RISERS a._ `::> ::':' INSTRUMENT OF SERVICE AND SHALL ... ., ":. REMAIN THE PROPERTY OF THE TOP OF EXIST.SUBFLOOR .:.= ;. - : EL.6 -8 ;�; ;;: ,,: , ;::: ;.. " DESIGNS CONTA HARCHITECT.THEOED HEREIN ARE — AND 777 iF INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. I i 1 I __ ANY CHANGES MADE TO THE PLANS I I I ' -------------------------------------------------------------i- NOT BY DRAFT, OR WITHOUT WRITTEN ----------------------------------------------------------------------------------------- CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROPOSED EAST ELEVATION SCALE: 1/4" = 1' - 0" NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 BUILDING CODES OF N.Y.S.,THE 2020 .'' N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL TOP OF EXIST.SUBFLOOR OTHER LAWS GOVERNING BUILDING (EL.30' 10'8) CONSTRUCTION AND SAFETY. EXTEND CHIMNEY ABOVE PROPOSED ROOF LINE AND APPLY STUCCO PROPOSED ASPHALT SHINGLE ROOF PROPOSED 1 x 6 AZEK FASCIA PAINTED MU L TOP OF EXIST.SUBFLOOR TO MATCH SIDING OIL �OPOSED FEENEY- /S CABLFRATMSTEM PROPOSED 1 x 4 AZEK CASING PAINTED .:. .•.. �I Ix kt RESIDENCE e li:,. TO MATCH SIDING �, .,. .< �. : - . ;::-,..:-, PROPOSED TREX DECKING s , , ` k... 230 I LET LAN E PROPOSED AZEK FASCIA BOARD ON ' ' W� . ;i � W� \ N , o • FLAT ROOF PAI NTED TO MATCH SIDING , GREENP 1 \ ORT N :. 1000-43-05-04 x \ , ¢ Y. TOP OF EXIST.SUBFLOOR :r \:.. s , : _ ill ml< GENERAL NOTES: EXISTING DIMENSIONS COULD POTENTIALLY BE + II INACCURATE F TOP OF EXIST.PLATE E O _1 ISSUED: OdL 3„ PROPOSED HARDIE PLANK HORIZONTAL ,: ;_ ;:;: � DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND (EL. 15 -08) N LORT.B.D. '. ,, _. SIDING(CO ) VERIFY IN THE FIELD AS REQUIRED ` PROPOSED BLUESTONE TERRACE WITH Q • � C H \ STUCCO ON WALLS "- m , 1 \ <' PROPOSED BLUESTONE wi„ .:,.. ..._. ,. ,• STEPS WITH STUCCO �``�� vi. , \ i' pP • ON RISERS • \.. :.., �, O � gat"" `�, , �: EXISTING HOUSE SQ.FT. • EXISTING I ST FLOOR 1, D2 2 EXISTING 2ND FLOOR 697 SQ.FT. TOP OF EXIST.SUBFLOOR _. -' �'- '� TOTAL 23 SQ FT � `'''~"°'•r`� �016 18 - -40 �: r I v PROPOSED HOUSE SQ.FT.TOTALS I I I 1 k I I 1 1 1 I I 1 j I I I PROPOSED 1ST FLOOR 1,126 SQ.FT. PROPOSED ' --------------------------------------- -T-------T ---------------------------------- ' PROPOSED 2ND FLOOR 1,168 SQ.FT. ELEVATIONS I TOTAL 2,294 SQ.FT. Bldg Dept copy from Z�11 Final reviewed docun ants 2 PROPOSED SOUTH ELEVATION �aeFi'e SCALE: 1/4" = I' - 0" 36-78' 18'-5$' 2,_pg" 16'-0" 0 / n w W z 0 1 W �._ � ry ———————————————————————————————————————————————— I � I ———————————————————————————————————- i 20 DEWEY LANE HAMPTON BAYS, NY 11946 -�--- ------------------ ------------------- o� © COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL i �__ REMAIN THE PROPERTY OF THE l ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE ---- i EXISTING PATIO SLAB ABOVE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO I I 0 CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS i I NOT BY DRAFT, OR WITHOUT WRITTEN i --------------------_-------------------- i CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN I i I ITEM BEARING THE SEAL OF THE I ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND I i I I THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC `n c I i I i M DESCRIPTION OF THE ALTERATION. I I � I _ NOTE: I I I I c�^oo I I I ALL CONSTRUCTION TO CONFORM ZI EXISTING CRAWL SPACE i I o WITH ALL APPLICABLE PROVISIONS cv OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 I I i BUILDING CODES OF N.Y.S.,THE 2020 EXISTING CMU FOUNDATION WALL i I i I N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL OTHER LAWS GOVERNING BUILDING I I CONSTRUCTION AND SAFETY. I I • I I I I I i I I I I ------------------� I I , , ------------�--�- � M U R P H Y-CA R R O L L I , , RESIDENCE I i -----------------——— - I I I I • I I I I �^� • � I I I I I I i i L-------------------------------------------------------J I C7 I I 2 3 0 INLET LANE ---------- � r GREENPORT , NY 11944 SCTM# 1000-43-05-04 DATE: DECEMBER 11 2020 GENERAL NOTES: EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF ISSUED: DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND 2024-03-14 EXISTING STOOP.-ABOVE VERIFY IN THE FIELD AS REQUIRED EXISTING HOUSE SQ.FT. \N nn 4 ti EXISTING 1ST FLOOR 1,126SQ.FT. EXISTING 2ND FLOOR 697 SQ.FT. TOTAL 1,823 SQ.FT. �,YF `N EXISTING 1 ST FLOOR PLAN s 36'-52' EXISTING FOUNDATION PLAN Bldg Dept copy from ZBA Final reviewed documents N _ ZBA File 7t�jlG SCALE: 1/4�� 1 - 0" Date: 36'-7$' 00 LLJ W z n w Lu s EXISTING OUTDOOR SHOWER ENCLOSURE n Q TO BE REMOVED.SEE PROPOSED PLANS FOR NEW LOCATION AND SIZING I I I - = -- ----- -- 20 DEWEY LANE HAMPTON BAYS, NY 11946 I I I I =,o W11" b - © COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN 1T•lo-" INSTRUMENT OF SERVICE AND SHALL -- . - REMAIN THE PROPERTY OF THE I I I ARCHITECT.THE CONCEPTS AND ` DESIGNS CONTAINED HEREIN ARE 081I COVERED PATIO _ SPECIFIED LOCATION If 1 O51 KITCHEN a 24 "� i 1 INTENDED FOR THE EXISTING C.H.:B'2a' : - EXISTING cH: AND CLIENT UNDER NO 00 �o CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ... _. ___ ANY CHANGES MADE TO THE PLANS ----_—_--_ NOT BY DRAFT, OR WITHOUT WRITTEN - CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN 04j PO R Roots i ITEM BEARING THE SEAL OF THE 2" z r— EXISTING. : C .: 2 -- ARCHITECT IS ALTERED,THE ARCHITECT ------------ _ SHALL AFFIX TO HIS ITEM THE SEAL AND 4'•71' �, " THE NOTATION"ALTERED BY"FOLLOWED �i� BY HIS SIGNATURE AND THE DATE OF :;..:;, SUCH ALTERATION, AND A SPECIFIC I,1 06 BEDROOM 3 o O --- 15.gq" .: . .:. .. - °Q DESCRIPTION OF THE ALTERATION. EXISTING C.H.:8'24' l 07 MECH ROOM FURN. ; _ NOTE: Z - M^� ALL CONSTRUCTION TO CONFORM EXISTING C.H.:a'2 a' ; WITH ALL APPLICABLE PROVISIONS _____________ si H.W.H o OF THE CODE OF THE TOWN OF - ----- �;I SOUTHOLD,THE 2018 I.C.C.,THE 2020 I F7 ------------- _ _ - _ •�":• ......•:.. :,,. :... ; BUILDING CODES OF N Y S.,THE 2020 N.Y.S. ENERGY CONSERVATION `.EXIs�NIG'....>�.,� -- ------- - ------------- CONSTRUCTION AND SAFETY. I,I ------------- • FULL =� --- - - ---- I I s ; I MURPHY-CARROLL ',1 02 BEDROOM 4 EXISTING C.H.:8'-24" -- --- ----- UP y RESIDENCE (r M'IV _I - -- - 230 INLET LANE GREENPORT , NY 11944 1 O1 FOYER SCTM# EXISTING C.H.:B'-24' 1000-43-05-04 DN GENERAL NOTES: DATE: DECEMBER 11 2020 EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND 2024-03-14 VERIFY IN THE FIELD AS REQUIRED s �.�D EXISTING HOUSE SQ.FT. � � �,r�M -A EXISTING 1 ST FLOOR 1,126 SQ.FT. EXISTING 2ND FLOOR 697 SQ.FT. ''p TOTAL 1,823 SQ.FT. - \I/�� n4217()./ EXISTING 36'-52' 1 ST FLOOR PLAN EXISTING I ST FLOOR PLAN Bldg Deep;copy from ZBA NFinal reviewed docum�ts ZBA file SCALE: 1/4" = V - 0" Date: / ��%3(� 00 Ljj W z n LLJ W � z v rV00,0 c1f I 20 DEWEY LANE HAMPTON BAYS, NY 11946 203, MASTER BEDROOM © COPYRIGHT NOTICE: �•: EXISTING CA:B'-24' THE FOLLOWING DRAWINGS ARE AN } INSTRUMENT OF SERVICE AND SHALL uZ, 17'-IPA" REMAIN THE PROPERTY OF THE "' ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO `.-. CIRCUMSTANCES SHOULD THEY BE USED F BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS I I NOT BY DRAFT, OR WITHOUT WRITTEN � III �IIII IIIill ll CONSENT OF DRAFT IN VIOLATION OF STRICTLY Ifl�l Ijl�'jIIfII�IIjII�IIjI i LAW AND STRICTLY PROHIBITED. IF AN EXISTING UNCOVERED ROOF DECK ITEM BEARING THE SEAL OF THE TO BE REMOVED FOR NEW ADDITION ARCHITECT IS ALTERED,THE ARCHITECT CONSTRUCTION SHALL AFFIX TO HIS ITEM THE SEAL AND 8 THE NOTATION "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF 2021 BATHROOM_ 1 91i6g SUCH ALTERATION, AND A SPECIFIC EXISTING C.H.:8'224 - DESCRIPTION OF THE ALTERATION. I I I i I NOTE: ALL CONSTRUCTION TO CONFORM r WITH ALL APPLICABLE PROVISIONS I �> ______ _ OF THE CODE OF THE TOWN OF 3 C SOUTHOLD,THE 2018 I.C.C.,THE 2020 13'-o-" BUILDING CODES OF N.Y.S.,THE 2020 I- - I N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL ----- _ . OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. ' FULL ------------- ------------- 1201 BEDROOM 2 -------------- I EXISTING C.H.:6-2 a' MURPHY-CARROLL RESIDENCE I ----------------------------------------- I 2 3 0 INLET L A N E GREENPORT , NY 11944 SCTM# 1000-43-05-04 DATE: DECEMBER 11 2020 GENERAL NOTES: EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND 2024-03—14 VERIFY IN THE FIELD AS REQUIRED EXISTING HOUSE SQ.FT. EXISTING 1ST FLOOR 1,126 SQ.FT. ,' ,>•,b 3„' ��; EXISTING 2ND FLOOR 697 SQ.FT. TOTAL 1,823 SQ.FT. I,l 'a I EXISTING 2ND FLOOR PLAN EXISTING 2ND FLOOR PLAN Bldg Dept copy from ZBA N Final reviewed docurrwts ZETA He 70 j(1 t SCALE: 1/4" = 1' — OwlDate: EX 302 ! / r,'►� y/1Q dy S EXISTING BUILDING HEIGHT (EL.±26'-2 a") r_Y. 0 _.. W ...... ...... / Z EXISTING FASCIA BOARD PAINTED WHITE - - -- EXISTING BRICK CHIMNEY EXISTING GREY COMPOSITE HORIZONTAL SIDING ....... EXISTING STAINLESS STEEL POSTS AND RAILING EXISTING COMPOSITE WINDOW CASING PAINTED WHITE ......._._. EXISTING COMPOSITE DECKING- Li _ .. Li EXISTING WHITE CASEMENT WINDOWS - - - - —EXISTING FASCIA BOARD PAINTED WHITE I—•- EXISTING OUTDOOR SHOWER ENCLOSURE EXISTING GREY COMPOSITE HORIZONTAL SIDING-- TO BE REMOVED.SEE PROPOSED PLANS EXISTING COMPOSITE WINDOW CASING PAINTED WHITE W- - — -_ - -- ---- FOR NEW LOCATION AND SIZING - - - I ___ o .. ........ U ory °° - Q Q .. .. ........... . ..... .......... ......... ..... ............... EXISTING WHITE CASEMENT WINDOWS ' EXISTING CONCRETE STOOP AND STEP OIL TOP PROPOSED FIN.FLOOR �m . ..... -. 20 DEWEY LANE HAMPTON BAYS, NY 11946 TOP CURRENT FIN.FLOOR TOP OF GRADE AT HOUSE (EL.+5'-0") ---- © COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN __________ INSTRUMENT OF SERVICE AND SHALL ^ J--------------------------------------------------------------� ---------------------- L - i REMAIN THE PROPERTY OF THE L----------------------------------------------------------------j-------------------------------------- ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE -- -- INTENDED FOR THE SPECIFIED LOCATION SEA LEVEL AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. D EXISTING WEST ELEVATION ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF SCALE: I/4" = I' - O" LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 EXISTING BRICK CHIMNEY BUILDING CODES OF N.Y.S.,THE 2020 EXISTING BUILDING HEIGHT (EL.±26'_2 s) EXISTING FASCIA BOAR6PATNTE6 N.Y.S. ENERGY CONSERVATION WHffE— CONSTRUCTION CODE,AND ALL EXISTING GREY COMPOSITE HORIZONTAL SIDING OTHER LAWS GOVERNING BUILDING EXISTING COMPOSITE WINDOW CASING PAINTED WHITE CONSTRUCTION AND SAFETY. EXISTING WHITE DOUBLE HUNG WINDOWS ... ...... ....... _ LEXISTING OUTDOOR SHOWER ENCLOSURE U-- - _ — A R R L TO BE REMOVED.SEE PROPOSED FOR NEW LOCATION AND SIZING - -- - RESIDENCE . W c� _.. - .. ....... ._. ..... Ca a 2 3 0 INLET LAN E w - GREENPORT , NY 11944 .4 7FF7/-/1/ .... ........ �N EXISTING ROOF OVERHANG 1000-43-05-04 - -- - -- - - EXISTING CONCRETE STOOP AND STEP TOP PROPOSED FIN.FLOOR - - -- DATE: DECEMBER 15 2020 - -GENERAL NOTES: EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: - DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND F�IFY IN TH TOP CURRENT FIN.FLOOR -_ - E FIELD AS-.REOUIRED 2024-03-14 (EL.+6'-81") — TOP OF GRADE AT HOUSE -=--- (EL.+5-0") EXISTING HOUSE SQ.FT. a�� EXISTING 1ST FLOOR 1,126 SQ.FT.Ell � ------------------------------------------------------------------------------------------------------1 EXISTING 2ND FLOOR 697 SQ.FT. L- ------------------------------j TOTAL 1,823 SQ.FT. -� SEA LEVEL \ \ (EL.O'-0) PROPOSED HOUSE SQ.FT.TOTALS 2 EXISTING NORTH ELEVATION EXISTING PROPOSED 1ST FLOOR 1,126 SQ.FT. ELEVATIONS SCALE: I/4" = I' - 0" PROPOSED 2ND FLOOR 1,156 SQ.FT. TOTAL 2,282 SQ.FT. Bldg Dept copy from ZBA Final reviewed documents ZBA File `71oj Dats: / / N � EXISTING BUILDING HEIGHT --- �.J EXISTING BRICK CHIMNEY L1J EXISTING STAINLESS STEEL POSTS AND RAILING EXISTING COMPOSITE DECKING - --r- ' I I Z LLJ EXISTING FASCIA BOARD PAINTED WHITE - - -- -- EXISTING GREY COMPOSITE HORIZONTAL SIDING - —EXISTING COMPOSITE WINDOW CASING PAINTED WHITE EXISTING WHITE CASEMENT WINDOWS W 1.. o .... .._.. t... ............. _.. .. ...............- ............... U L1�._ _ ..... d a EXISTING FASCIA BOARD PAINTED WHITE Q EXISTING GREY COMPOSITE HORIZONTAL SIDING - - - _ ........ ...... ==' _-- _ ...._ EXISTING OUTDOOR SHOWER ENCLOSURE EXISTING COMPOSITE WINDOW CASING PAINTED WHITE TO BE REMOVED.SEE PROPOSED PLANS EXISTING WHITE CASEMENT WINDOWS -- \ - ' ` - �I FOR NEW LOCATION AND SIZING EXISTING COLUMNS PAINTED WHITE EXISTING CONCRETE PATIO I, TOP PROPOSED FIN.FLOOR (EL.+9'-6") - ..... - - - _ ...... ...... 20 DEWEY LANE HAMPTON BAYS, NY 11946 TOP CURRENT FIN.FLOOR ..............._. _....__. .. .. .._.... --- -- - - TOP OF GRADE AT HOUSE I © COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL o i l I 1 -1 REMAIN THE PROPERTY OF THE � I I L----------------------------------------------- ----------------------------------------------------i ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE SEA LEVEL _— ----- INTENDED FOR THE SPECIFIED LOCATION (EL.0- 0") AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. I EXISTING EAST ELEVATION ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN SCALE: I/4" = I' - O" CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS EXISTING BRICK CHIMNEY OF THE CODE OF THE TOWN OF EXISTING STAINLESS STEEL POSTS AND RAILING SOUTHOLD,THE 2018 I.C.C.,THE 2020 EXISTING COMPOSITE DECKING EXISTING BUILDING HEIGHT BUILDING CODES OF N.Y.S.,THE 2020 — — - N.Y.S. ENERGY CONSERVATION (EL.±26'-2 a") `; -- CONSTRUCTION CODE,AND ALL - OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. _ MU RPHY—CARROLL LL l_ RESIDENCE W o _.._. ... ___...... .-............ .. . __ EXISTING GREY COMPOSITE HORIZONTAL SIDING c� o EXISTING FASCIA BOARD PAINTED WHITE Q _ - _... 230 1 N L E T LANE .... . . .... EXISTING COMPOSITE WINDOW CASING PAINTED WHITE G R E E N P O R T , NY 1 1 9 4 4 EXISTING WHITE CASEMENT WINDOWS SCTM# 1000-43-05-04 EXISTING ROOF OVERHANG - - - - - - - - -- - - ' EXISTING COLUMNS PAINTED WHITE EXISTING CONCRETE STOOP AND STEP— EXISTING CONCRETE PATIO TOP PROPOSED FIN.FLOOR - .... -- "NERAL NOTES- (EL. DECEMBER 15 2020 (EL.+9'-6") - EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF+1 ISSUED: N CONTRACTOR TO CONFIRM TOP CURRENT FIN.FLOOR - '- - BELD AS_RE.QUIRED_ I M AND 2024-03-14 CONDITIONS. (EL.+6'-88,) _ _Y_ERIFLIN_II-IE TOP OF GRADE AT HOUSE ; - - ' ( ) - — -- - -- i -I --- -- i i i ---- - -- — EXISTING HOUSE SQ.FT. — -- ``= `�n� ti I I I I I I I I I I -------- 1-------------------------------------------------------i -- -------- -----------------------1 EXISTING 1ST FLOOR 1,126 SQ.FT. i I I I I EXISTING 2ND FLOOR 697 SQ.FT. ----------------------------------------------------------L------------L------------------------- TOTAL 1,823 SQ.FT. SEA LEVEL (EL.0'-0") \ / 2 EXISTING SOUTH ELEVATION EXISTING ELEVATIONS SCALE: 1/4" = 1' — 0" MOM Bldg Dept cupjdoo K Final reviewed ZBA File "7 Date: / N SURVEY OF PROPER TY tioti� R 3 MANHANSET A VENUE A T GREENPORT ae AROO�A4p�P� TOWN OF SOUTHOLD o PROJECT UNITING SILT FENCE(AREA OF SUFFOLK COUNTY� N. Y. RELOCATED 12.2'x 8.3'SHED DISTURBANCE 9,002 SQ.FT. ~ 1000-43-05-04 W z � EXISTING 1 2.2'x 8.3 SHED TO BE RELOCATED ��20� `Z SCALE. 1 PROPOSED 12 CULTEC FIELD STORM WATER EXISTING O)IL TANK ON SLAB LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED Lli DRAINAGE SYSTEM(SEE ENGINEERING PROPOSED 5.7'x 9.6'OUTDOOR SHOWER BY EN-CONSULTANTS ON SEPTEMBER 9TH,2020 APRIL 7, 2027 WATER METER PLAN BY OTHERS FOR DETAILS) OVER GRAVEL BASE(PIPED TO DRAINAGE SYSTEM) IN PLACE OF EXISTING SHOWER I ' PROPOSED 2'x 2'BLUESTONE STEPPING 1- 1- W__ STONES < I C.L. I WALL EL. 4.9' 0.2 N U BLOCK WALL S87°05' ur L �, W L 0.3S Q EL �\ o �" ,v \�Iz v Q Q W ' 90 LQ 4 - Q r - r___ Q Lu o , I I I ZONE A I - __ �� Q ? W I I TESTHOLE L _ DEL 6) II 1 AREA OF EXISTING NATURAL VEGETATION TO REMAIN AS � � , />' EL. 4.6' ❑❑❑pppppp ❑❑❑pppp pp ppp ) O �� NON-DISTURBANCE BUFFER 1 20 DEWEY LANE ❑ O \ �® HAMPTON BAYS NY 11946 � G RA VEL DRIVEIWA Y ❑ 39.4' ❑ 2 \ , !� ❑ ❑ ZONEAE Qj Q EX.1&2 STY HOUSE ❑ P C V DEL 7) y_ r'\0 � ❑ IFFEL 67_ - = 1 a, El 4� - r� EXIST4 BEDROOMS p \/ WETLANDS 4 2j � Q)'1--- p N PROP:5 BEDROOMS p LIANIT OF PROPOSED 10-FT WIDE NONTURF BUFFER LIJ O COPYRIGHT NOTICE: PROPOSED I/A SANITARY h i ❑ r---z___,-- I\ TO BE PLANTED WITH NATIVE i m c o- p i I PROP.471 SQ.FT.2ND I�EGITATION 1 SYSTEM(SEE ENGINEERING CV - STY ADD.OVER i tr��p�bpp�pp O THE FOLLOWING DRAWINGS ARE AN PLAN!BY OTHERS FOR DETAILS) Z - -- (EXISTING 1 STY.PORTION r, `. C 00011 ppp❑ppp iJ n FOOTBRIDGE INSTRUMENT OF SERVICE AND SHALL y ' I OFDWELLINGAND I r10--� 1 I REMAIN THE PROPERTY OF THE " - TT; - - - - - - - - - I PORCH I f gJr I D ��O C.L. - �7�- 21.4 I`` EL. 4.4' �'�, / '4.2" _ _ - - I ARCHITECT.THE CONCEPTS AND _ D� DESIGNS CONTAINED HEREIN ARE ❑Qp❑ ❑❑❑❑❑❑ p p❑� - _ _ _ 1 _ _Z I b INTENDED FOR THE SPECIFIED LOCATION - - - '� O FE TIMBER EDGEING .� HEDGE '` EL. 3. - - )--'i- - - - �v- - '- AND CLIENT. UNDER NO J � 0.3SI I N - - _ CO 0.2E Z CIRCUMSTANCES SHOULD THEY BE USED N87005'00 °W 4 , ��--== _ __ Z � BY ANOTHER NO H R PARTY OR IN ANY OTHER 2 78 77 �, _ ANY CHANGES MADE TO THE PLANS 2\ _ NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF PROPOSED 4.5'x 7'COVERED PROPOSED 2')WIDE STEPPING STONE PATH LAW AND STRICTLY PROHIBITED. IF AN PORCH AND 2'x 7'WOOD STEPS TO EXISTING FOOTBRIDGE ITEM BEARING THE SEAL OF THE PROPOSED 4'x 12'ROOF OVERHANG PROPOSED 16"-0"x 12'-0"BLUESTONE ARCHITECT IS ALTERED,THE ARCHITECT PATIO ON GRADE SHALL AFFIX TO HIS ITEM THE SEAL AND 6A PROPOSED MINIMUM SETBACK THE NOTATION"ALTERED BY"FOLLOWED 6.4'PROPOSED MINIMUM SETBACK BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC PROPOSED 5.1'.x 18.5'ADDITION TO DESCRIPTION OF THE ALTERATION. COVERED PORCH(WITH 2ND FLOOR ZONING INFORMATION GENERAL NOTES: DECK ABOVE)AND 2'x 16'STEPS - EXISTING 8'x 13:.1'COVERED PORCH TO TOTAL AREA OF PROPERTY: 22,150 SQ.FT. REMAIN AREA OF UPLAND PROPERTY: 16,925 SQ.FT. EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE.OF±V DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND NOTE: PROPERTY ZONING: R-40 VERIFY IN THE FIELD AS REQUIRED ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS FRONT YARD SETBACK:50'-0" OF THE CODE OF THE TOWN OF 1 PROPOSED SITE PLAN SIDE YARD SETBACK: 15'-0" RAISED/RENOVATED DWELLING WILL BE EQUIPPED WITH NEW SOUTHOLD,THE 2018 I.C.C.,THE 2020 BOTH SIDE YARDS:35-0" WINDOWS BUILDING CODES OF N.Y.S.,THE 2020 N.Y.S. ENERGY CONSERVATION SCALE: 1 " = 20' - 0" REAR YARD SETBACK: 50'-0" EXISTING HOUSE SQ.FT. CONSTRUCTION CODE,AND ALL OTHER LAWS GOVERNING BUILDING ALLOWABLE LOT COVERAGE 20% CONSTRUCTION AND SAFETY. 16,925 SQ.FT.x.20=3,385 SQ.FT. MAXIMUM ALLOWABLE EXISTING 1ST FLOOR 1,126 SQ.FT. EXISTING 2ND FLOOR 697 SQ.FT. EXISTING TOWN OF SOUTHOLD LOT COVERAGE TOTAL 1,823 SQ.FT. EXISTING HOUSE: 1,155 SQ.FT. EXISTING REAR COVERED PORCH: 136.5 SQ.FT. M U R P H Y-CA R R O L L EXISTING SHED: 101 SQ.FT. PROPOSED HOUSE SQ.FT.TOTALS RESIDENCE PROPOSED DRAINAGE CALCULATIONS: TOTAL EXISTING: 1,392.5 SQ.FT. OR 8.2% TOTAL ROOF AND IMPERMEABLE AREA: 1510 FT2 PROPOSED 1ST FLOOR 1,126 SQ.FT. 2" RAIN FALL: x�12 FT PROPOSED TOWN OF SOUTHOLD LOT COVERAGE PROPOSED 2ND FLOOR 1,168 SQ.FT. 251.66FT3 TOTAL 2,294 SQ.FT. TOTAL DRIVEWAY AREA x 2 RAINFALL HOUSE W/2ND FLOOR ADDITION: 1,155 SQ.FT. 2 3 0 1 N L E T LA N E 'x GREENPORT , NY 11944 .85 PERMEABILITY FACTOR: 198.75FT3 EXISTING REAR COVERED PORCH: 136.5 SQ.FT. SCT PROPOSED REAR COVERED PORCH ADDITION:92.31 SQ.FT. TOTAL DRAINAGE REQUIRED: 450.41 FT3 PROPOSED 4' ROOF OVERHANG:42 SQ.FT. 1000-43-05-04 EXISTING SHED: 101 SQ.FT. TOTAL PROPOSED: 1,527 SQ.FT. OR 9.02% 1. INFORMATION AND TOPOGRAPHY DEPICTED ON THIS SITE PLAN (12) CULTEC C-4HD UNITS TOTAL PROPOSED WERE TAKEN FROM A SURVEY PROVIDED BY PECONIC DATE: MAY 05 2021 3 ROWS OF 4 UNITS W/ 8" STONE BASED: 461.35 FT3 EXISTING NYSDEC LOT COVERAGE SURVEYORS P.C. DATED APRIL 1,2021 ISSUED: EXISTING HOUSE: 1,155 SQ.FT. 2. DRAFT DESIGN ACCEPTS NO RESPONSIBILITY or LIABILITY FOR 2024-03-14 GEOTEXTILE FABRIC EXISTING REAR COVERED PORCH AND STEPS: 144 SQ.FT. WORK PERFORMED BY or INFORMATION PROVIDED by SUPPORT POSTS OF WOOD OR METAL TEST HOLE DATA EXISTING SHED: 101 SQ.FT. OTHER AGENCIES. FRONT BRICK STEPS AND PATIO: 103 SQ.FT. MCDON1,L.D GEOSC/ENCE EXISTING OIL TANK PAD:32 SQ.FT. F 1,/30/2021 3.DRAFT DESIGN IS ALSO NOT LIABLE FOR THE ACCURACY of u n yA�=� a FLOW DIRECTION - OUTDOOR SHOWER:38 SQ.FT. INFORMATION OBTAINED BY THE CLIENT FROM OTHER t' EXCAVATED AND BACKFILLED TRENCH EL.4.6' TOTAL EXISTING: 1,573 SQ.FT.9.29% AGENCIES. THIS DRAWING IS ONLY ACCURATE EXISTING GROUND MIXED SAND AND LOAM , :. / PROPOSED NYSDEC LOT COVERAGE ACCORDING TO THE INFORMATION GIVEN TO THE ----- 3 DARKBROWNLOAM OL ARCHITECT by THE MUTUAL PARTIES. \�� . °42„° p�/ fV • � EL. 1.2' ------ 3.4' EXISTING HOUSE: 1,155 SQ.FT. WA TER WA TER IN DARK BRO WN LOAM OL EXISTING REAR COVERED PORCH: 136.5 SQ.FT. lit=1iI-iii'-1i1.-lil=Ii1-1i1=lil=lil-n1=I =irl=lil=lil=lil=lil-lil-lil=lil=lil-IiI=III=IiI-1il=lil-lil PROPOSED REAR COVERED PORCH ADDITION:92.31 SQ.FT. -I I I-111=111=1I I=111=1 I I-1I-III-I -III-I I I= 1=I I_ -I I-ITi-ITI-III-III-I TI-I -I -I 1=I 1=1 = -III=1 I I-I I l=!I I-�- 1-IT1=�I I-ITI-I 1 1-ITI-ITI=1T1=1 11-IT1=1 I I=111=IT1=1�1=1�1=1 11- PROPOSED I=I-i1_�o li=1T1 =lii--11-11=1i1-I =ITI=1T-IiI_li i1_lil-li-1 = PROPOSED REAR STEPS OFF PORCH:32 SQ.FT. Bldg Dept copy from 20A III Il II III II II IIC_III-I i i-i i i I I 1=1 I -= WATER IN BROWN CLA YEY SAND SC Final reviaw.d dpc+xr�te ' =III=III-II-III /-III-III-III=III_III_III-IICITI=11. Z -1i1=1iI=1i1-111=111=1I�-111=1I�- EXISTING SHED: 101 SQ.FT. ZBA MIc lcwl� 1T�; - - I�-I�1 � ----- 6' �3 SITE PLAN I I-1 11=1 1=1II=III= 1_ITI-II1=1II=1T1-1 11=1 11=J 11= _ a8i.: � 11_ -1i1-T=1i1 -IT-Ili-1I1-1T1-I11NO o EXISTING FRONT BRICK STEPS AND PATIO:-103 SQ.F.T (REMOVED) - 1=1Ti-nl= =11=1i1'11=1i1=1T1-1T1= PROPOSED 4 ROOF OVERHANG AND STEPS:59.5 SQ.FT. C J' r -- , 4" EXISTING OIL TANK PAD:32 SQ.FT. WATER IN PALE BROWN FINESAND SO EXISTING OUTDOOR SHOWER:-38 SQ.FT. (REMOVED) ? ° � PROPOSED BLUESTONE STEPPING STONES:508 SQ.FT. 4 -: APR 3 U 2024 y 13' PROPOSED REAR BLUESTONE TERRACE ON GRADE: 192 SQ.FT. 3t�,V4 WATER ENCOUNTERED 3.4'BELOWSURFACE TOTAL PROPOSED: 2,307.5 SQ.FT. OR 13.63% TYPICAL SILT FENCE DETAILI � > e ' t � Generated by REScheck-Web Software Compliance Certificate Project 230 Inlet Lane Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 270 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 230 Inlet Lane Murphy-Carroll Residence Brendan M.Maloney,A.I.A Greenport,NY 11944 631-965-1855 Draftdesign@optimum.net !Compliance: Passes using UA trade-off Compliance: 3.4%Better Than Code Maximum UA: 88 Your UA: 85 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 464 27.0 0.0 0.038 0.026 18 12 Wall-West: Wood Frame, 16" D.C. 128 27.0 0.0 0.051 0.060 5 6 Orientation: Front Window:Vinyl Frame ; SHGC: 0.30 35 0.300 0.326 11 11 Orientation: Front Wall-South:Wood Frame, 16" D.C. 224 27.0 0.0 0.051 0.060 10 12 Orientation: Right side Window 1:Vinyl Frame SHGC: 0.30 30 0.300 0.320 9 10 Orientation: Right side Wall-East:Wood Frame, 16"D.C. Orientation: Back 144 27.0 0.0 0.051 0.060 3 4 Door: Glass Door(over 50%glazing) SHGC: 0.30 84 0.300 0.320 25 27 Orientation: Back Cantilever:All-Wood Joist[Truss 131 30.0 0.0 0.033 0.047 4 6 Project Title: 230 Inlet Lane Report date: 01/09/23 Data filename: Page 1 of 10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. Y&-C . 1/12/2023 Name-Title Signature Date Project Title: 230 Inlet Lane Report date: 01/09/23 Data filename: Page 2 of10 1 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified , Pield Verified:-` # Pre Inspection/PianReview Complies?, Commments/Assumptions' & eq.'!' -. _walue� Value 103.1, 'Construction drawings and ;❑Complies ; 103.2 documentation demonstrate i ❑Does Not [PR1]1 ;energy code compliance for the building envelope.Thermal a❑Not Observable :envelope represented on I y ❑Not Applicable y Ru w ' i ;construction documents. � •- � `�•�� 103.1, ;Construction drawings and ;❑Complies 103.2, :documentation demonstrate []Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable :Systems serving multiple ❑Not Applicable :dwelling units must demonstrate _ „ , y;po;. ;compliance with the IECC IK :Commercial Provisions. 302'`1Heating and cooling equipment is; Heating: ; Heating: ,❑Complies .403 7 sized per ACCA Manual S based : Btu/hr : Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: : : Manual or other methods ; g ❑Not Observable ] Btu/hr Btu/hr :❑Not Applicable : approved by the code official. PP : : : Additional Comments/Assumptions: 11 High Impact(Tier 1) 2.• Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 230 Inlet Lane Report date: 01/09/23 Data filename: Page 3 of10 OMM n # Foundatl6n IrispectioComments/Assumptions 0 n'. Complies C eht!VAssump, Req.ID' ,"' 303.11 !A protective covering is installed to :E]Complies [F.61-'1]2 `J'protect exposed exterior insulation Tboes Not 'and extends a minimum of 6 in.below ;grade. :E]Not Observable: :E]Not Applicable 403 9' ;Snow-and ice-melting system controls'Ecomplies [,_F,0'1,2']2� '�,installed. ;DDoes Not ;E]Not Observable; :E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2]Medium Impact(Tier 2) 3 Low impact(Tier Project Title: 230 Inlet Lane Report date: 01/09/23 Data filename: Page 4 of 10 Section, Plans Verified Field Verified,' # Framing/Rough Iri Inspection Complies Com""meets/Assumptions & Req.ID. Value Value 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3,402.5 UNot Observable [FR2]1 1 ;❑Not Applicable i 303.1.3 ;U-factors of fenestration products ` '- ° ❑Complies [FR4]1 :are determined in accordance �❑Does Not :with the NFRC test procedure or ❑Not Observable ;taken from the default table. , E]Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier i ❑Complies [FR23]1 "installed per manufacturer's �< ❑Does Not instructions. ❑Not Observable ,° `, ❑Not Applicable t 402.4.3 ;Fenestration that is not site built l❑Complies [FR2011 ��n „z,. ] is listed and labeled as meeting IE]Does Not AAMA/WDMA/CSA 101/I.5.2/A440 ;or has infiltration rates per NFRC ❑Not Observable :400 that do not exceed code € }❑Not Applicable li m its. 402 4 5 IC-rated recessed lighting fixtures' J❑Complies [FR16]2 ;sealed at housing/interior finish ❑Does Not I ;and labeled to indicate <_2.0 cfm -]leakage at 75 Pa. )[]Not Observable g` ❑Not Applicable 4033.1 ,Supply and return ducts in attics ❑Complies [FR12]1 :insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ` R-6 where< 3 inches.Supply and"„ ❑Not Observable return ducts in other portions of i E]Not Applicable ; ;the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 ; ,for<3 inches in diameter. r : 403.3.2 ;Ducts, air handlers and filter ❑Complies [FR13]1 :boxes are sealed with �❑ : ;joints/seams compliant with Does Not t ❑Not Observable International Mechanical Code or ❑Not Applicable International Residential Code,as PP ;applicable. 403'3 '),Building cavities are not used as b. :°'' ❑Complies [FR15]3 . ;ducts or plenums. i )❑Does Not � ❑Not Observable ❑NotApplicable ; 403 4 HVAC piping conveying fluids 1 R- R- :❑Complies [FR17]2 above 105 4F or chilled fluids ;❑Does Not below 55 4F are insulated to >_R- 3 ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC l❑Complies [FR24]1 'piping. ❑Does Not :'❑Not Observable 1 ❑NotApplicable 4015 3 ',!,Hot water pipes are insulated to R- R- ;❑Complies [FR18]? >_R-3. ;❑Does Not ❑Not Observable ❑Not Applicable 403 6 ',Automatic or gravity dampers are ' ❑Complies a „ a �, o [FR19]2 "installed on all outdoor air TIDoes Not intakes and exhausts. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 1.2,lMedium Impact(Tier 2) -3, Low Impact(Tier 3) Project Title: 230 Inlet Lane Report date: 01/09/23 Data filename: Page 5 of10 i Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 230 Inlet Lane Report date: 01/09/23 Data filename: Page 6 of10 Section " t1'.','Fie-ld Verified' -,Angulati6n'Inspei Co mplies Comments/AssumptionsT alu ;VaIue - All installed insulation is labeled ElComplies [11413]1—:J or the installed R-values E]Does Not provided. t E]Not Observable E]Not Applicable 402.1.1, Floor insulation R-value. R- R- ElComplies See the Envelope Assemblies 402.2.6 table for values. JINI]i El Wood E] Wood ElDoes Not E] Steel E] Steel ;E]Not Observable ;E]Not Applicable 303.2, 'Floor insulation installed per ElComplies 402.2.8 manufacturer's instructions and E]Does Not [IN2]1 :in substantial contact with the ,underside of the subfloor,or floor Z" E]Not Observable :framing cavity insulation is in []Not Applicable contact with the top side of J,11, :sheathing, or continuous :insulation is installed on the :underside of floor framing and 'extends from the bottom to the :top of all perimeter floor framing ;members. 402.1.1, Mall insulation R-value.If this is a;, R-- R- TIComplies See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the E] Wood El Wood T]Does Not table for values. 402.2.6 :wall insulation on the wall I E] mass E] mass [IN3]1 :exterior,the exterior insulation :E]Not Observable I E] Steel E] Steel tlNot Applicable 41 requirement applies(FR10). 303.2 Mall insulation is installed per I 1 11 - ]EIComplies [IN411 manufacturer's instructions. E]Does Not E]Not Observable E]Not Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 111-ow Impact ffie:r:�3) Project Title: 230 Inlet Lane Report date: 01/09/23 Data filename: Page 7 of 10 Section 1Plans Verified ' Field Verrfied'` # . Final Inspection Provisions Complies. Comments/Assumptions &;Req.lD . _ Value• Value F 402.1.1, ;,Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ; ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable [Fill' 6 ;❑Not Applicable ; 303.1.1.1,;Ceilin insulation installed per ,g ' p ) 10Complies 303.2 manufacturer's instructions. EIDoes Not [FI2]1 ;Blown insulation marked every ;300 ft2. flNot Observable ( :❑Not Applicable 402,2 3 ;Vented attics with air permeable ,,,,;• ❑Complies [1`122]2 .(insulation include baffle adjacent -;❑Does Not ?to soffit and eave vents that extends over insulation. ❑Not Observable a ❑Not Applicable 402.2.4 ;Attic access hatch and door R- i* R- ;❑Complies [FI3]1 insulation >_R-value of the ❑Does Not ;adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [F[17]1 lach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ; [F127]1 determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total leakage measured with a :❑Not Observable ;pressure differential of 0.1 inch ;❑Not Applicable ;w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a !pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air ; ,handler enclosure. ' 403.3.4 :Duct tightness test result of<=4 cfm/100 cfm/100. ;❑Complies (F14]1 jcfm/100 ft2 across the system or ft2 ft2 UDoes Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable :tests,verification may need to ; ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.2.1 ;Air handier leakage designated {❑Complies [F124]1 "by manufacturer at<=2%of 1�1❑Does Not :design airflow. t❑Not Observable a j❑Not Applicable 403.1 1 ;Programmable thermostats `° ' '" ❑Complies [FI9]2 1 installed for control of primary ❑Does Not P heating and cooling systems and v initially set by manufacturer to ❑Not Observable code specifications. Applicable 403.1 2 - Heat pump thermostat installed ¢ ,. ❑Complies [FI10]2 !on heat pumps. ;❑Does Not i'❑Not Observable ❑Not Applicable 403.5.1 ,Circulating service hot water [ r JE]Complies [FI:11]2 ,,systems have automatic or ❑Does Not -accessible manual controls. 40Not Observable ❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 230 Inlet Lane Report date: 01/09/23 Data filename: Page 8 of10 i Section Plans Verified," Field Verified.: # �;, Final Inspection Provisions Complies? 'Comments/Assumptions Req.ID, ; • Value: Value ,403 6 1 ' ,All mechanical ventilation system ��„�, ❑Complies [FI25]� Mans not part of tested and listed j❑Does Not G8fS011.��,,H��//A�C re,q ment meet efficacy ❑Not Observable MWgirrfl limits perTable y ❑ R403.6.1. Not Applicable ; 403 2 ;Hot water boilers supplying heat ," I❑Complies [FI26]2 ;through one-or two-pipe heating Does Not systems have outdoor setback i I control to lower boiler water ❑Not Observable .temperature based on outdoor ; '�",° ❑Not Applicable ;temperature. 403 5 1 1 'Heated water circulation systems i EIComplies ; [FI28]2 -,have a circulation pump.The ❑Does Not ';system return pipe is a dedicated return pipe or a cold water supply Observable ;pipe.Gravity and thermos- ]❑Not Applicable ;syphon circulation systems are - not present.Controls for circulating hot water system ° 3 pumps start the pump with signal a for hot water demand within the ( � occupancy.Controls automatically turn off the pump '' when water water is in circulation loop , is at set-point temperature and no demand for hot water exists. I t 403 5 1 2 ;;Electric heat trace systems ❑Complies ; ,[F129]2 'comply with IEEE 515.1 or UL M��• '_1❑Does Not 515.Controls automatically adjust the energy input to the { ❑Not Observable heat tracing to maintain the E]Not Applicable ; desired water temperature in the ,vA °",'piping. 403 5 2 ;Demand recirculation water ? ❑Complies [17,13V ysystems have controls that }❑Does Not manage operation of the pump ) a' and limit the temperature of the ❑Not Observable (water entering the cold water ❑Not Applicable piping to <= 1049F. i 403 S 4 ;Drain water heat recovery units , ❑Complies [FI31]2 �jtested in accordance with CSA "" j❑Does Not 1655.1. Potable water-side r pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for a❑Not Applicable ;individual units connected to one W or two showers. Potable water- ,side pressure loss of drain water heat recovery units< 2 psi for individual units connected to :.�h ��X� .three or more showers. 404.1 90%or more of permanent } j❑Complies [F1611 ;fixtures have high efficacy lamps. Does Not fi `��❑Not Observable �. ❑Not Applicable 404.1A Fuel gas lighting systems have %❑Complies [FI23]3 no continuous pilot light, i ❑Does Not I❑Not Observable []Not Applicable 401:3 ;Compliance certificate posted. ILIComplies [FI79Z , ,�•s ��„,, - ❑Does Not .,❑Not Observable ; J❑Not Applicable 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 230 Inlet Lane Report date: 01/09/23 Data filename: Page 9 of10 Section Plans Verified Feld Verified.' # Final Inspection Prov►sions Complies? Comments/Assumptions &'-Req.ID�' Value Value 303 3 Manufacturer manuals for h ,❑Complies [FI1'8]3 - +mechanical and water heating ❑Does Not :;systems have been provided. ( `-'❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 230 Inlet Lane Report date: 01/09/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 27.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS,ROOF,AND WALLS SHALL BE APA RATED STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING,EaEO5URE 1,WITAA MSININM SPAN INDEX RATING OF 3Y36.SEE WHICH THEY ARE MADE IS EXECUTED OR NOT.THEY ARE NOT TO BE USED ON 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN 1. THE STRUCTURE IS DE'SIGNIDINACCORDANCE WITHTHENEW YORK BUILDING ARCHITECTURAL PLANS FOR THICKNESS. CODE 2020.ALL WORK SHALL CONFORM TO LATEST N.Y.S.BUILDING CODE AND ANY OTHETR PROJECTS OR EXTENSIGNS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE ACCORDANCE SHALL THE CURRENTSIGN SPECIFICATION, FAB OF THE ERECTED DECK AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED.ALL REINFORCING SHALL LAP 36 BAR DIAM$TERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR �� ALL RULES AND REGULATIONS. ARCIBTECTORENGINEER. �` DiLandro MINIMUM AT SPLICES UNLESS OT E RWISENOTFD. MORE SPANS.PROVIDE I V SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE. _ 2 ALL FLOOR LIVE LOADS ARE W ACCORDANCE WITH SECTION 1607 OF NEW GRAIN,V16"9PpCEHECWFENPANELIDGE9 OVER SUPPORTING MIEMBERS. 2 COMPOSITE FORMED STEEL FLOOR DECK TO BE 2°DEFT,20 GAGE COATED Andrews YORK STATE BUILDING CODE 2020. 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS.PERMITS, T. REINFORCING STEEL COVERAGE SHALL HE AS FOLLOWS(SEE SECTION 20.6.1 ��"e,i"a CERTIFICATES OF OCCUPANCY,INSPECTION APPROVALS,ETC.,FOR WORK ACI 318,FOR CONDITIONS NOTNOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH STEEL THICKNESS-0.0358"),GALVANIZED(G60 COATING),UNITED STEEL DECK 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND TIM WIND PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. TYPE LOK-FLOOR COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM CONSTRUCTION ADHESIVE SUCH AS PL200,LAID IN A CONTINUOUS 1/4"WIDE 159 Camry Rd 39,Su'de 10 PRESSURES SPECIFIED IN SECTION 1609. A FORM®WALL 2"BACITU.L SIDE FRONT SIDE HEAD ALONG THE MEMBER LENGCII. 92EII.CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. Smthemptw,N.YA 1968 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B.FOOTING 3" 3. FORMED STEEL ROOF DECK 70 BE I-12"DEEP,20 GAGE(UNCOATED STEEL Office:(831)259.3969 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING DEPARTMENT'ATLFAST 48 HOURS PRIOR TO ANY WORK. C.SLABS ON GRADE '/."TOP,3"BOTTOM 5. AT DESIGNATED SHEAR WALLS,HORIZONTAL EDGES OF WALL SHEATHING O 631)2 9-395 rs.com LOADS: D.STRUCTURAL SLABS 'Y." SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE THICKNESS-0.0358-�GALVANIZED(G60 COATING).,WIDE RIB,UNITED SITEL D 25. IF ANY,CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. DECK 'B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, A.FLOOR LIVE LOAD: 40 ESE UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS,SEE INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. EXCAVATIONIN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAHL6. Profeni-al Seel 4. THE STEEL DECK SHALL BE SUPPL]ID IN MINIfUM LENGTHS AS REQUI RED TO B.ROOF LOADS: S. IF ANY LINES ARE BROKEN OR DAMAGED.THE CONTRACTOR WILL _LAMINATED VENEER LUMBER,LAMINATED PROVIDE A"3SPAN^CONDITION END CLOSURES,ROOF SUMPS,CLOSURES AT REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. STRUCTURAL REINFORCING BARS, ONLY WHEN PERMITTED 13Y THE ENGINEER SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND SNOW: INSPECTION OFHIS WORK PENETRATIONS,AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE OCCUPANCY CATEGORY B SOCIETY STANDARD D1.4.79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: INSTALLATION ARE REQUIRED, GROUND SNOW LOAD,P8 20 M ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL EXPOSURE FACTOR Ce 1.0 CONCRETE NOTES CONFORM TO ASTM A233, CLASS F90XX SCHEDULED OR DETAILED J. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING DF NE IV, 1.0 REINFORCEMENT MALL NOT HETACK WELD FOR ANY REASON. 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM' AS STEEL WITH 5/e"DIAMETER PUDDLE WELDS AT 12" ON CENTER,UNLESS t� �YOA_ IMPORTANCEFACIOR Is 1.0 MANUFACTURED BY WEYERHAEUSER."G-P LAM"AS MANUFACTURED By THE OTHERWISE NOTED.INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH r AAENHY `F PLATROOF SNOW LOAD,Pf 20D ESP 1. CONCRETE STRENGTHS AND TYPES SHALL REUSED IN THE ARENAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR"GANG•IAWAS MANUFACTURED BY THE #10 SELF TAPPING SCREWS OR WELDED WITH 1 12'LONG WELDS AT A BELOW,UNLESS OTHERWISENOTED: 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION LE "PARA PACIFIC CORPORATION.PARALLEL STRAND LUMBER(PSL)SHALL OF XIMUMM SPACING OF T-0"ON CENTER,UNLESS OTHERWISE NOTED.IN LIEU S FOR DEFORMED STEEL WERE FOR CONCRETE REINFORCEMENT ASTM Ad96 WITH � �n ft C WIND DESIGN DATA: BE "PARALLAMM" A9 MANUFACTURED BY WEYERHAEU9IR. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME USAGE 28 DAY MAX AGG. A MINIMUM YIELD STRENGTH OF iiiST PSL STANDARD DEFORMED A613 GRADE 60 WIND LOADSHAVEBEEN DE'IERMHIEFD BASED ON SECTION 3609,LIINACCOADANCE STRUCTURAL LMJMBER(ESL)SFW.L BE'•IYMBERSTRAND"pS MANUFACTURED CAPACIfYA3 THE SPECIFIED PUDDLE WELDS,MAY BEUSID.FASTFNF]t9SHALL WITH ASCC 7,SECTION 63,METHOD 2 ANALYTICAL PROCEDURE STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE TUBA I'I GI FOR DEFORMED BAR ANCHORS BY WEYERHAEUSER. UNLESS PEIRMIII'ID BY IEEE STRUCTURAL ENGINEER. BE MANUFACTURED BY FIi,I'L INC.OR AN APPROVED EQUAL,SHOP DRAWINGS �,0,,�0872� OCCUPANCY CATEGORY 11 A SLAB ON GRADE 4000 S.C. I" SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING 'rUi StONP� 11. PROVIDE WEIR SMOOTH WIRE FAHR[C MINIMUM 4x4-W20xW2.0IN ALL TOPPING I SUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIM VS.STEEL SUBSTRATE MATERIAL.SPACING, BASIC WIND SPEED(3-SECOND GUST) 140 MfYB B.FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" STABS UNLESS SMOOT WIRE ID. DESIGNATED AS LVL,PST.,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF IMPORTANCE FAC('OR Iw 1.B C.PIERS 4000 S.C. 1" INSTALLATION AND PROGRAMFOR QUALITY ASSURANCE OF INSTALLATION, EXPOSURE 8 D.REI'AIIING K'AI,I,S 40003.0 1" 12. PROVIDE AT 12"CENTERS MINIMUM.EACH WAY TOP,IN ALL HOUSEKEEPING 2.0ELVL 2.0E PSL 1.55E LSL DE SIGN WIND P ESSUREURE FOR C OM 0.18 RE(FOR DEFT ES:5Ir)- 2600 PSI 2900PSi 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DESIGN WIND PRESSURE POR COMPONENTS AND CLADDING ON BUILDING WAILS 2. CONCRETE NOTED IN T[IFCR GENERAL NOTES,ON THE DRAWINGS OR IN THE PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE PC(PARALLEL TO 2310 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE ZONE 5 WITTEN Y-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE DRAWINGS OR NOT UNLESS 07EMWISE NOTED. PC(PERPENDICULAR GRAIN) AGGREGATE,NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM GRAIN) 285 PSI 290 PSI 310 PSI ROOFING[9 TO HE PLACID. 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE I POR71LAND CEMENT CONFORMING TO ASTM Clio. �'' 285 PSI 290 PS[ 330 PSI SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF E- 2,000.000 PST 2,000,000 PSI 1,550,000PSI FRAMING NOTES: ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES,ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ONPLAN(WIDTH XDEPTi)SPECIFIED A9 LVL MAYBE CONTRACTOR.CONSTRUCTION MATERIALS SHALL SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OFMULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, ON FRAMED FLOORS OR ROOFS.LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BYNAILING OR BOLTING AS REQUIRED.MEMBER SIZES AS ANCHOR BOLT PSI POUNDS PER SQUARE INCH W FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150.LW CONCRETE SHALL SUPPORTS,HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUSTBE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W B NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF• LOADS. BUILT-UP. C BOTTOM CHORD RF ROOF O CONSTRUCTION,SHALL BE T 6. REINFORCING ID SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOFJOIST ENGINEERING OF THE FORM WORK,SHORES AND RE-SHORES,A9 WELLACTO AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI Q 26 DAYTEST I ALL WOOD FRAMMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOTB BORED OR NOTCHED WITHOUT WRITTEN PERMISSION PAS BEAM RTNG RETAINING Z COIRE RESPONSIBILITY OF THE CONTRACTOR AL L BETTER UNLESS OTHERWISE NOTED. FROM THE EIGINIEEA SO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL INGI7EFR 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP HP 13ASEPLATE SECT SECTION LICENSED IN THE STATE OFNE-W YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS E%?OSED TO SALT WATER OR LOCATED WITHIN HOS BOTTOM OF STEEL SF SQUARE FEET Q 300 FEEL,MIN.(OR AS PER MANUFACTURER'S SPECIFICATION),OF A SALT STRUCTURAL STEEL BRCG BRACING SHTHG SHEATHING 7. THE METHODS,PROCEDURES,AND SEQUENCES OF CONSTRUCTION ARE THE A RAMPS AND SLOPING SURFACES -3"MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. BEG BEARING Sim SIMILAR RESPONSIBILITY OF THE GENERAL CONTRACTOR THE GENERAL CONTRACTOR B.FOUNDATION CONCRETE -3"TO 6° 89 BOTH SIDES SOO SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C.ALL OTHER CONCRETE -3"TO 5" 4. WOOD SILLS TO BE(1)2"x 6"A.C.Q.LUMBER WITH 1/2"DIA.ANCHOR BOLTS 12" 1. STRUCTURAL BIEEL MATERIALS AND W OR13 ANSFU SHALL BE IN BW BOTH WAYS SPEC SPECIFICATION U INTEGRITY OF THE BE UCTUREREASON BL ALL STAGES OF CONSTRUCTION. HANG MINIMUM AT 3W' O.C. AND 1'-0" AWAY FROM CORNERS UNLESS ACCORDANCE WfM THE LATEST ALSC"ALLOWABLE STRENGTH DESIGN(ASD) C CAMBER SS STAINLESS STEEL CONTRACTOR SHALL OR RESPONSIBLE FORCONSTRUCTION ADEQUATELY BRACING AND 9. MIXING,TRANSPORTING,AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERW[SENOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMNABOVE STAG STAGGER D PROTECTING ALL WORK DURING CGNS ISALIGN AGAINST DAMAGE, SOIL CANT CANTILEVER STIF STIFF!•NIER HRFAKA13L COLLAPSE,STANDARDISTORTIODS, AND MISALIGNMENT ACCORDING TO 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2• MATERIALS: CB COLUMN BELOW STL STEEL �-- APPLICABLECODES,STANDARDS,AND GOOD PRACTICE 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS,FLOOR OPENINGS,BATHTUBS,AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL (n POURS.ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING.PROVIDE BLOCKING UNDER ALL A.WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS.THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B.AMERICAN STANDARD SHAPES,ANGLES,D HI CIP CASE IN CE TC TOP CHORD PLA OCUMENTS.REFER TO THE ARCHITECTURAL,MECHANICAL,ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER ADDITIONAL PLATES AND BARS: A9TM A36 CL CENTERLINEASNPLA TEMP TEMPORARY PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREINREINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFBD BY THE 6, BRIDGING TO BE EITHER SOLID OR(1)E"x 3"OR 18 GA CROSS BRIDGING A NOT C.STRUCTURAL STEEL.TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER,SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM V-0"O.C, AND SQUARE: ASTM A500.GRADE B(FY-46 KSI) CONC CONCRETE TOP TOPOFFOOTING W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D.BOLTS: ASTM 325 CA' CUBIC YARD TO5 TOP OF STEEL Z OR REINFORCEMENT,UNLESS OTHERWISE NOTED.THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGI NE ER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE(2)2"z 6"UNLESS OTHERWISE E ANCHOR RODS: A8IM IF1554,GRADE 36 DIA DIAMETER TOW TOP OF WALL OR OPENINGS IN STRUCTURAL MEMBERS 9HW,L BE SUBMITTED ToTHE VERIFICATION. NOTED. F.WELDING ELECTRODE: ASIM E70XX,LOW HYDROGEN D]T DETAIL TYP TYPICAL I_ Ul STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G.SHEAR CONNECTORS: 3/4"0ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED F 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2"x 8"UNLESS OTHERWISE NOTED. DWL DOWEL VTF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD.NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR 1I: EACH FACE W/ WITH AND 11ELOCATION OFDEPRESSED FLOOR AREAS. CONCRETE ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALLBEKEPT2"CLEARFROM CHIDNEYS, CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE ALEC SAFE EOS EDGEOFSLAB VIP WORKINGPOINT SHOULD BE 6 PERCENT LVTI'EHA TOLERANCE OF+/-1.3 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW,UNLESS OTHERWISE EP EMBEDDED PATE W WR WELDED WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK AFID VERIFY ALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS,ETC TO BE BY AN APPROVED MANUFACTURER EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME SLOTS,PIPE SLEEVES,ANCHOR BOLTS,ETC.AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING.WHEN IN CONTACT WITH A.C.Q.USE NEW A.ALL BEAMS WITHOUT STUD SHEAR CONNECTORS -+35% F FOOTING TRADES BEFORE CONCRETE IS POURED;THESE ITEMS ARE TO HE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARD WARE B.ALL GIRDERS WITHOUT STIED SCAR CONNECTORS -+35% FUN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR G ER ENERAL CONTRACTOR SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C.ALL BEAMS WITH STUD SHEAR CONNECTORS -+65^/" FIN FINISH TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTEIRIOR WALL TO ROOF ARE TO BE TIED WITH D.ALL GIRDERS WITH STUD SH EAR CONNECTORS =+65% FJ FLOOR JOIST AND VERIFICATION. FRAME CONNECTIONS FLG FLANGE 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. .3[ONg. THESE REQUUMVM TS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS pRM3G FRAMING 9. NO CONCRETE IS TO BE POURED UNIT,ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, ULEFE R TO THAT SUPPORT OTHER BEAMS.THIS PROVISION MAY HE REDUCED ONLY FT FEET T, Z 13. THE TMCTAL CONTRACTOR TONS AND COMPARE STRUCTURAL SECTIONS To WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUC IONDEIAILS) WHERE SPECIFICALLY PERMMIITFD BY THE STRUCTURAL ENGINEER FIG FOOTING r- Q ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO 7EHE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINTMITM END REACTION GALV GALVANIZED } J ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING 510"SHALL HAVE A DOUBLE JACK STIED WITH A OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLIB GLU&LAMINATED BEAM J THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE GR GRADS LLI Z 0- 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS HY ANY OTHEAWISESHOWN. 4. THE USE OF THECUTTINGTORCHIN7IIEFIELDWI,LNOT$EPERMITTED. HIDE HEADER Z J CONTRACTOR, SUBCOOF PREPARATION ERECTOR, FABRICATOR, MATES HIS 14. 'ACQ'DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER Q SUPPLIER,ETC.IN LIEU OF PREPARATION OF SHOP DRAWINGS,SIGNIFIES HIS 11. PINES OR CONDUITS PLACID IN BLAHS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL J a ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN It3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT ly- OBLIGATES HIMSELF F TO ANY 0CCURH EXPINSG REAL OR IMPLIED,ARISING DUE SO CLOSER THAN THEIR DLAAfL1'ERS ON TINIER ALUMiQ1UM CONDUITS SHALL 15. F'IREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH II F REATION W a ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. AND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED,THERE SHALL BE NO WELD LEVELS AND AT 10•FOOT'INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES(EXCEPT FOR TACK WELDS OR WHERE JBT JOIST J Z (� I5. ALL COIFS, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC.THE It NO ALUMINUM SHALL BE CASTIN CONCRETE SHOWN OTHERWISE).NO WEIR SHALL BE PLACED IN CLIPPED CORNERS OF K KIP f., Z LLI REFERRED TO IN TfIESE GENERAL NOTES,ON THE DRAWINGS OR IN 1IIE STIFFENERS. KSF KIP PER SQUARE FOOT U W PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS,SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE INGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT W m ADDENDA IN FORCE AT THE DATIE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVELOAD O rrtn1 DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONGLEGHORIZONTAL K � V CO IS. ANY I. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALT.BE GRADED O- ONFRINEERWEPIANSTETHECERTI WRTIONOFTHENIOFIHE A9 FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: SOCIETY.NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHHTCONCRETE ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO OWNER IS PRESENT(INN THE SHOP AND IN THE FLED). SHOP DRAWINGS LVL LAIMNATFDVENEERLUMMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING APPROVED BY THE STRUCTURAL ENGINEER WITH THEM STAMP OF APPROVAL MAX MAXIMUM HOISTS 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES, RAFTERS AND SNOB. OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY.ALL WELDING MC MOMENT CONNECTION ReWsons WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP O IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH INIM H ALL MEN MUM WORK AND NOTIFY THE ARCHITECT OR ENGINEER UNTIL SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNL PLACEMENT OF REINFORCEMENT IS DOU(I,AS FIR-LARCH OR DODGERS FIR-LARCH(NORTH),No. REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE,AND THE RULES NI9 NOT TO SCALE No. Dab Descrip6en FOLLOW TEI.4 PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE SRRUCTURAL ENGINEER OF RECORD. FB(BASE)=850 PSI AND REGULATIONS OF THE HOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE M 11232022 PERMIT RFSPON9IBIL11'Y AND IIABIITY THEREFROM. FV(BASE)-180 PSI OC NORMALON 2 11/2312023 PERM E(BASE)-1,600,000 PSI 8 WHERE STEEL MEMBERS ARE REQUIRED TO HE SPLICED AND/OA WHERE NOTED P/C PRECAST S 08/16/2024 REV.2 18. CONSTRUCTION SHALL COMPLY WITH ALLREGULATIONS. FEDERAL, STATE AND LOCAL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND TIIEIR M,C.ON DRAWINGS,THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER CODES, ORDINANCES, RULES AND RE(3UTATION3. CONTRACTOR SHALL STRENGTH OF TIME SECTION.SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PEP.CUBIC FOOT 4 09/12l2024 REV.9 ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE 5 -I--F- CERTIFICATE OF OCCUPANCY. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OFINSTALLATION OF 19%OR LESS. ALP POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND ELF PLYWOOD 19. WHERE CONFLICT EXISTS 13ETIVEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT,ASTM A615,STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH••CROWN•UP(L.E poSMVE QUALIFICATIONS TO THE DRAWINGS. ERECTION CTURAL ENGINEER FOR APPROVAL. PSF POUNDS PEES SQUARE FOOT ABOVE AND OTHER CODES,PUBLICATIONS,SPECIFICATIONS AND DRAWINGS STEEL. REINFORCING BARS, ASTM A773, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN I2 INCH OF STRAIGHT,END-TO-ENDALIGNMSENT. Q Desig dBy: ST13 CITED HEREIN,THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSIIE HANDLING OF EPDXY-COATED STEEL REINFORCING '� D-8y: STB GOVERN. BARS,ASTM D3963,STANDARD SPECMCA71ON FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED(TWISTED,BOWED,CUPPED,CHECKED,ETC 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY NESTED. )LUMBER I.- �� WIRE AND WELDED WIRE REINFORCELlFNT, ASTMS A884. DETAILING OF SHALL NOT SEISED. �.I I� L� �YI "'1 Checked By: AA 20. ANYSUHSTIIVTTONS OR ALTERNATES(DETAILS,MEMBERS.ETC.)MAYBEIISID REINFORCEMSENT,ASTM A615. DETAILING OF REINFORCING STEEL SHALL 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY 7 J OWNERS TESTING LAB. I 4 1 IF SUCH SU13STITl1TON OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORMS TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR --'';s - •FOR REVIEW AND ACCEPTANCE 19 GRANTED;HOWEVER THE ENGINEER SHALL RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT 12. HIGH STRENGTH BOLTS OR WEIR SHALL BE USED IN THE FOLLOWING BE THE SOLE JUDGE OF ACCEPTABILITY.IN ANY EVENT,THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASIM SPECIFICATION A185(70,000 BE LOCATED IN THE MEDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT � ~�i ( � [)eMe: 09/302022 LOCATIONS:CANTILEVERED MEMBERS(EACH SIDE),MEMBERS MMBERS NOTED M.C.,AT {{{ / SHALL UBST BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM)AND LAPPED HE SUPPLIED IN FIAT SFNELS.ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE r � MEMBERS SUPPORTING hfACHINERY OR OTHER MECHANICAL EQUIPMENT,AT MAR 7l� I ?J(((( scale: AS NOTED RESPONSITIONSBLE WHICH AN PROPOSES. THE ENGINEER BEIN,L NOT BE FABRIC SHALL E LAPPED TWO(2)FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES T THE TOP AND BOTTOM E THE MEMBER AND TFZEIt ALL TO COLIIMNS AND STRUT AND 3C0'L F COLUMNS.SONS, AT MEMBERS =-S 1=M- "'1 A I I - 3 �OLIA RESPONSIBLE FOR ANY CHANGES WIIHOUTNOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER IS SHALL NOT EXCEED WE-THIRD THE MEMBER DEPTH,UNLES6 L v OTFIDRWIBENOTED ON PLANS. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13, WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. o00 DRAWINGS, T IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF 4'-0"ON CENTER IN EACH DIRECTION. SHEATHING PANELS: ) _ COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4"TOP COVER TO N,P MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. REINFORCING, S, -�I_L)e�d'r-t L 14. ALL STEEL is TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISEZ,L1 -ri )•.) �^'... 1. SHEATHING PANELS,PLYWOOD OR ORIENTED ED STRAND BOARD "OSB",SHALL NOTED;KEEP ENDS OFALL CANTILEVERS UP AS NOTED ON DRAWINGS. INDICATED. ( ) li t�{".I!I; ':S ?•�trP F.Y�l.';"Y.4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0"CENTERS MAXIMUM, CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER;"10.99 FOR ALL BLABS ABOVE GRADE GRADE-TRADEMARK SHALL BE USED ON FLOORS. PLYWOOD ASSOCIATION. ONLY PLYWOOD TNEM[EC PRIMER"MODIFIED ALKYD RUST INHIBITIVE PRIMER,TNEMEC CO., INC.OR APPROVED EQUAL(DRY FILM THICKNESS 2.9 TO 3.3 MILS) Sheet ri T �r Di La= Andrews LEGEND FULLY FILL CELL(S) L S6 i BELOW WITH GROUT 158 County Rd.38,Suite 10 REINFORCE WITH 0a P•22• SouBlempton,N.Y.11968 0 -INDICATES FOUNDATION WALL.4000 16"� 1 ,. yi. 2• OfSce:(631)2533959 VERTICAL BARS AT I6'o.c. 2- 6' 3'-2• 3'- 5-200 Info({jDiLandroAndrews.com PSI COMPRESSIVE STRENGTH MIN. r — — —————————— - -INDICATES FOUNDATION_WALL STEM, °B no 0 o B o I o 0 0 Profess al Seal ..._ SEE DETAILS FOR SIZE _ ---------� _ B ------- "e ov r t3 z7 I / I I I I I I I I I o -INDICATES TOP OF SLAB ELEVATION "I ® I� OVERCUT36° FROM DATUM ELEVATION FOUNDATION EXISTING FOUNDAN TO REIAA m B 6 FILLWrrH 24`WELL COMPACTED FILL 95%MODIFIED PROCTOR DENSITY, I I B I I I rNq} O px'-XXI -INDICATES BOTTOM OF FOOTING �m NO FINES OR ORGANICS I h OF o EL.FROM DATUM I L— i I 2t ]USHED OFCELBELO EDP" I a I L—— CRUSHEDGRAVELBEIDW SLAB g. -PROPOSED 2'-4"W x 1'-6•D '� — — — — _ CONTINUOUS GRADE BEAMIPILE CAP: L FULLY FILL I ELeg9 U. L REINFORCE W/(4)t5 BARS @ BOT. 4`t BELOYyNTHGROUT OrWA I I I I I I I (395 BARS Ld TOP,#4 STIRRUPS 9" 12-s s-a REINFORCE NTHxs I VERTICAL BARS AT 1S•o,c. e u O.C.TYP.(3)STIRRUPS WITHIN 12"OF � � PILE,PILE CAP,SEE SCHEDULE EMBED ALL ANCHOI ° O HOLD DOWNS,AND-INDICATES HELICAL PILE(40 TOTAL) EMBEDALLANCMORS, HARDWARE BEPORI 2�"RS PILE W110-12 HELIX,MIN. —�3'-27 HOLDDOWNS.AND GROU'nNSCELLSC �1 TORQUE 2,300 FT LBS HARDWARE BEFORE EXISTING WALLS 5a 7 4 3-0 3.1• (10 KIP ALLOWABLE,20 KIP ULT GROUT NG CELLS OF ro FULLY FILL CELL(S) EXISTING WALLS -INDICATES 30'BATTERED HELICAL BELOW WITH GROUT $t° FULLY ELB owwiT icRou REINFORCE WITH 05 REINFORCE WITH la I B PILE(12 TOTAL)4'RS PILE W/10.10 VERTICAL BARS AT16•o.c. a VERTICAL E NTH — — — — — — — — HELIX,MIN.TORQUE 1,600 FT-LBS (10 KIP ALLOWABLE,20 KIP ULT) SEE DETAIL 7/S-200if 12-' ' —n-2• �' '�4 o= o®J EMBED ALL ANCHOI Z HOLD DOWNS.AND \II 4 �3•_� GROUTHARDWAREBEFORI GROUTING CELLS C Y-0 3 --EXISTING FOUNDATION TO REMAIN E��NG WALLS Z J/ O FLI LY FILL CELLS T° Q BELOW NTH GROI REINFORCE WITH I z VERTICAL BARS A' �EXISTING FOUNDATION TO REMAIN � FULLYFILLCELL(S) I I I I I I O e BELOW WITH GR F CUT EMBED ALL ANCHORS, ,,, REINFORCE WITH f5 HOLD DOWNS,AND 5-200 VERTICAL BARS AT 16•o.c. HARDWARE BEFORE GROUTING CELLS OF EXISTING WALLS —� — — U TT I I 21 go RAF 'cr I — -13'-?0• Q-2' 1'-3• 4' 1•104' } Z Z Z n- gaX FOUNDATION PLAN PILE PLAN w a SCALE:1/4'=1'-0• SCALE:IF4 T-0• F Z LLI W OLIJ a N to Revisions No. Date Description 1 111237202 PERMIT 2 10310sr2=1 REV.1 3 10811511 REV.2 4 1 ogii2r2O241 REV.3 6 --A•F- Dosilgned By: I STE Dre By: 1 ST13 Oheckod By; I AA Date: 09/3012022 Scale: AS NOTED S-100 Sheet i HELICAL PILE SPECIFICATIONS: SHAFT MATERIAL: N > 02.975 X 0276"WALL 1. HELICAL PILE SYSTEM SHALL BE RS2975.276 MODEL BY CHANCE FOUNDATION ASIMA00 RARE WKSi(MIN) N �YFXO�j� DiLandro SOLUHONSORAPPROVEDALTERNATI? t!) LfiB l ml" Andrews 2. RS2875276 HELICAL PILES WITH A 1D-,32-0 HELIX ARE TO BE INSTALLED TO A E nRl"°nrl"° MINIMUM DEEM OF 20'BELOW THE EXISTING GRADE AND A MINIMUM TORQUE OF HELIX PLATES: 2,300 PI-LHS ASPM A572 GRADE 50 X}'THICK(STANDARD) 158 County Rd.39,Sude 10 7. PIERS SHALL BE INSTALLED BY CONTRACTOR WHO HAS SATISFIED THE RS2875.276 SatiOl6ce0(631),N.Y.11968 CERTIFICATION REQUIREMENTS RELATING TO THE TECHNICAL ASPECT;OF THE SHAFT COUPLER MATERIAL: PRODUCT AND THE ASCRIBED INSTALLATION TECHNIQUES. 03I"X 0.281"WALL n @ I n rews.com ASTMA3137YPE5 � 4. ALL WORK AS DESCRIBED HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH YIELDS STRENGTH=70KS[OMEN) PILE SHAFT: WITH ALL APPLICABLE SAFETY CODES IN EFFECT ATTHE TIME OF INSTALIATION. Professional Seal 5. HELICAL PIERS AS SPECIFIED SHALL CONFORM TO EITHER THE S13CI-STANDARD SHAFT COUPLER HARDWARE: t BUILDING CODE,BOCA NATIONAL CODE,OR ICBO•UNWORM BUILDING CODE.AN (2)-0314"GRADE 8 BOLTS WITH NUTS OFFICIAL EVALUATION REPORT WITH ASSIGNED NUMBER SHALL BE PRESENTED O UPON REQUEST TO THE OWNER AND/OR THEIR REPRESENTATIVE SHCCI-9307B; FINISH: �G 13 0CA•RR94.27;ICBO-ER-5110. HOT-DIPPED GALVANIZED COATING IN ACCORDANCE WIHASThf A123 SHAFT COUPLER S�05 NELyy NDxmNTM1 ss- 6. THE HELICAL LEAD SECTIONS S AND PLR ROUND SECTIONS P SHALL BE SOLID STEEL, NEW CONSTRUCTION ASSEA'BiLIE$ D°90 °a"' AAENRY O ROUND CORNERED SQUARE SHAFT,OR ROUND STEEL PIPE SHAFT,OR COMPOSITE m � STEEL AND GROUT SHAFT CONFIGURED NNTM ONE OR MORE HELICAL BEARING PLATES WELDED 70 THE SHAFT. C1580797 EXTENSION SECTION ° .°ium _ .6 D.C.) 2675 za33 �28W pon L ALL PIERS MUST eacoRRoslorrPROTEcrnnBv HOT DIP GALvwNLznnoN NEW CONSTRUCTION BRACKETS: S. INSTALIAIICN UNITS SHAH.CONSIST OF A ROTARY TYPE TORQUE VICTOR WRH -)"X 8.0"SQ.A36 CAP PLATE(C1500797) w '00) �Z97 OW121 a36D y"aslit o ID 41 23a1 A337 23W PAp PV FORWARD AND REVERSE CAPABILITIES. PIPE AND HARDWARE SIMELARTO SHAFT COUPLER AWtc-ll 21,.Oo 1.v ve S(-) lv 1Oo 1.21 9. INSTALIATION UNITS SHALL BE CAPABLE OF DEVELOPING TIIE MINIMUM TORQUE FINISH: z r'I I.n I Q 1.72 ASREQUIREI. HOT-DIPPED GALVANIZED COATING IN ACCORDANCE WITH ASTM A123 'M 0.53 0.93 091 30. INSTALLATION[INP15 SHALL BE CAPABLE OF POSTPONING THE HELICAL PIER AT THE PROPER INSTALLATION ANGLE.THIS ANGLE MAY VARY BETWEEN VERTICAL ne10 Mal aii Mst AND YPE 5 DEGREES DEPENDING UPON APPLICATION AND T OF LOAD TRANSFER NAtexDi DEVICE SPECIFIED oRREQUIRED. RS2875.276 SHAFT WITH NEW CONSTRUCTION BRACKET 11. INSTALLATION TORQUE SHALL BE MONITORED THROUGHOUT THE INSTALLATION FOOTING SIZE, 0 1. CORRODED PROFERTIESe0.4ED ONAMYEAA PROCESS. REINFORCING DETAILS, SCNEDVLED WFIFICK LOSSINTHCMESS PER 12. HELICAL PIERS SHALL BE INSCALLED 1Y)TIffi MDTQvI[7M TORQUE VALUE REMSEDME G DETAILS, MT-OP C3W. Q REQUIRED 4EMfiED41ENT DEPTHS SHAFT COUPLER Z. MT -LVANIZED COAI'B.G IN ACCORDANCE TO PROVIDET3ffi LOAD CAPACITIES SHOWN ON THE PLANS. eY PROJECT ENGWEER DES N TMC lM. NE 3. DESIGN TI,Ck71E59 FOR N59 Atal RPE BASED ON 93%OF NOI SIALTN�CIP'E864EW ASC. 13. THE APPROPRIATE STEEL NEW CONS7RUCPON LOAD TRANSFER DEVICE SHALL BE USED. PILE SWIFT 14. APPROPRIATE HELICAL PIER SELECTION WILL CONSIDER DESIGN LOAD PLUS SAFETY a".7 FACTOR SOIL PARAMETERS AND THE INSTALLATION TORQUE VS. CAPACITY EQUATION AS PERTHE MANUFACTURERS RECOMMENDATIONS. PLATE ,.-• .., cA 15. HELICAL PILE INSTALLATION MUST BE CERTIFIED BY A N.Y.STATE LICENSED �•'• LEAD SECTION LV (21 GFNDca O DESIGNPROFESSIONALANDSUB?,U=TOTHEE.OR WITH HELIX PLATES FOR REVIEW PRIOR TO `l. PLACEMENT OF CONCRETE ACTIVITIES. ��:' '�i, n e - w z Q 16. PIERS MUSTBE INSTALLED ACCORDING TOMANUFACTURESINSTRUCTION& •r '� J LL SHORTEST R52875.276 ALLOWABLE MECHANICAL CAPACITIES 110 HELIX PLATE HELICAL PILE CAPACITIES SUMMARY CONCRETE HORIZONTAL MP288NCB HP288NCB8 d (.) 10 COMPRESSIVE DISTANCE TO BRACKET BRACKET J LLI DEFAULT Max L�TIMATE MAX ALLOWABLE STRENGTH EDGE OF r MAX ULTIMATE TORQUE MECHANICAL SHAFT rc COMPRESSIAL ONP' TENSION CO RESSOj AXIAL AXIAL N!' TENSION AXIAL 'Q (n N TORQUE CONCRETE 100 HELIX PLATE ILO CORRELATION INSTALLATION CORRELATED CAPACITEAXI (psq (lNCMES) (KIPS) (laps) (KIPS) spy.) U n TORQUE SOIL CAPACITY AXIAL AXIAL •. CO FACTOR (FT-LBS) Ou-MxT COMPRESSIO TENSION J Sj KI(FTA1) (laps) (KIPS) (Kips) 3 30.6 22, CAP PLATE Lu Z af 2,5D0 4 40.9 29.9 47.6 34.1 = Q e 5 57 34.1 53,6 341 8'X B'CAP PLATE g 8,000 72.0 65A 34.1 2 8 572 34.1 572 34.,1 3 49.0 26.9 3,000 7C�T� 4 /9.0 34.1 822 34.1 PI PE AND HARDWARE L GOVERNED BY AISCALLOWAS.E CAPACITY OF SINGLE 02'(HA 150)OR 0j'(Wi175) 5 59.2 34.1 592 GRADE 8 BOLT IN DOUBLE SHEAR. 2 8 61.7 34.1 61.7 34.1 2. GOVERNED BY BEARING AT THE BOLT HOLES. }'0 X 53'LONG TACK WELD CAP 3. CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE TO CORROSION 3 423 31.4 ZINC COATED PLATES TO HELICAL FORBLACK,UNCOATED STEEL.SCHEDULED THICKNESS LOSSES ARE FOR A PERIOD OF 4 57.1 34.1 $7.1 34.1 GRADE 5 BOLTS PILES 50 YEARS AND ARE INACCORDANCE WITIN ICC-ES AC358. 3'SDO 5 64.3 341 64.3 34.1 PILE SHAFT 4, ALLOWABLE COMPRESSION CAPACITIES ARE BASED ON CONTINUOUS LATERAL SOIL ?a 654 34.1 65.4 34.1 CONFINEMENT IN SOILS WITH SPT BLOW COUNTS a 4.PILES WITH EXPOSED UNBRACED LENGTHS OR PILES PLACED IN WEAKER OR FLUID SOILS SHOULD BE EVALUATED ONA 3 49.0 34.1 CASE BY CASE BASIS BY THE PROJECT ENGINEER. 4A00 4 60S 31.1 60.9 34.1 PLATE DIAMETER Z 5. LISTED MECHANICAL CAPACITIES ARE FOR THE SHAFT ONLY.SYSTEM CAPACITIES t6 66A 34.7 66.4 34.1 HSME r- SHOULD ALSO NOT EXCEED THE INSTALLED TOROUE•CORRELATEO CAPACITY OR THOSE LISTED IN THE RESPECTIVE BRACKET CAPACITY TABLES. CAP PLATE DIMENSIONS }'X 6-SQUARE 1151DE DII�NSION S. LISTED DEFAULTM FACTORS ARE WIDELY ACCEPTED INDUSTRY STANDARDS.THEY �'X 8'SQUARE MALTCCHING SHAFFT LU Z d ARE GENERALLY CONSERVATIVE AND ARE CONSISTENT WITH THOSE LISTED IN ICCES AC358.SI Q SITE-SPECIFIC K1 FACTORS CAN BE DETERMINED FOR A GIVEN PROJECT NTH 1 CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE TO CORROSION FIXi BLACK FUL4SCALE LOAD IESTNG. UNCOATED STEEL.SCHEDULED THCKNESS LOSSES ARE FORA PERIOD W YEARS AND ARE IN LISTED ARE LLTIMATEVALUES AT MAXIMUM INSTALLATION TORQUE. J 7. SOIL CAPACITIES LIST ACCORDANCE WITH ICPES-AC358 F- O ALLOWABLE SOIL CAPACITY VALUES ARE OBTAINED BY DIVIDING THE ULTIMATE VALUES BY THE APPROPRIATE FACTOR OF SAFETY O FOS IS MOST COMMONLY 2• ALLOWABLE COMPRESSION CAPACITIES ARE BASED ON CONTINUOUS LATERAL SOIL CONFINEMENT IN W a SOILS WITH SPT BLOW COUNTS a 4.PILES WITH EXPOSED UNBRACED LENGTHS OR PILES PLACED IN RS2875276 PILE SWIFT J TAKEN AS 2.0,ALTHOUGH A HIGHER OR LOWER FOS MAY CONSIDERED AT THE Z (� DISCRETION OF THE HELICAL PILE DESIGNER OR AS DICTATED BY LOCAL CODE WEAKER OR FLUID SOILS TINGLE H EVALUATED ON A OF BY CASE BASS BY THE PROJECT D BRACKET EEH. BEARING AREA _Z W REQUIREMENTS 3. CAPACITIES INCLUDE LIMITING CAPACITIES OF THE SHAFT WHEN THE SHAFTAND BRACKET PILE DIAMETER (SF) F 8. SQUARE SHAFT PILES MAY BE CONSIDERED FOR COMPRESSION APPLICATIONS IN SOIL ARECONBINEDASASYSTEM W O W PROFILES THATOFFER SUFFICIENT CONTINUOUS LATERAL SUPPORT:E.G.,IN SOILS 4. DESIGN CHECKS INCLUDE THE LIMITING CAPACITIES FOR CONCRETE BEARING WHICH IS A FUNCTION OF ('7 i--- IS TH SPTSLOWCOUNTSe 10.EVEN IN THESE HGHURS7RENGTI SOIL CONDITIONS, TE HORIZONTAL DISTANCE TO THE EDGE OF CONCRETE.OTHER CONCRETE DESIGN CHECKS INCLUDING C N (n SH£AR,BENDING,AND PUNCHING OF THE SUPPORTED STRUCTURE WILL BE PROJECT SPECIFIC AND 0*30 IS ANALYSES POTENTIAL IA CONSIDERED.CCECCENTRICITIES TAKING INTOACCOUNT SHALL BE THE RESPCNSBIUTY OF THE PROJECT ENGINEER [L DISCONTINUITIES AND POTENTIAL ECCENTPoGTES Q2EA7ID BY THE COUPLERS. 5_ THIS TABLE LISTS MECHANICAL CAPACITIES ONLY.TORQUE-CORRELATED SOIL CAPACITIES WILL OFTEN 10, 0.50 GOVERN THE ACTUAL INSTALLED SYSTEM CAPACITIES. 12' 0.74 14' 1.02 Revisions No. Date Description 1 i jigum-21 PERMIT 2 03AT612023 REV.1 3 08115=4 REV2 4 09)'12120241 REV.3 5 -•F-R- Designed By: STB Drawn By: STB Checked By: AA Date: 09/30/2022 Scale: AS NOTED S-100. Shoat# �I DiLandro Andrews 158 County Rd.39,Suite 10 Southampton,N.Y.1ISM Of3ee(631)2693959 Info@DilandroAndr m.c= D PrOfessbnal Seal NEW 5'SIA13 ON GRADE W of AT of WWF 4X4 MZOx 2.0 fir= NA�YpA_ F PROTECTAND MAINTAIN EXIST. ' 7- FIRST FLOOR FRAMING `-avI ❑ i� O �FEsslDea' ALIGN STEEL COLUMN W/ POST FRCM ABOVE O O C. -'PROTECT AND MAINTAIN EXIST. /'�� FIRST FLOOR FRAMING �-v --PROTECT AND MAINTAIN EXIST. s� FIRST FLOOR FRAMING �. JFROM LIGN STEEL OLUMN W/POST ABOVE zr' W ct) z O H _ z � J LL —PROTECTAND MAINTAIN EXIST. PRO CT AND MAINTAIN EXIST. a U FIRST FLOOR FRMNNG FIRST FLOOR FRAMING �� W U � 2 Q 6 � S-200 O) fn T Z W Z Q Z J g �rw �- 0 FIRST FLOOR FRAMING PLAN z w 5 SCALE:IA-=V-0' a C') 0 It CN 0 (1) a MOMENT CONNECTION VALUE INDICATES STEEL COLUMN BELOW (FT-KIPS) BEAM MATERIAL INDICATES STEEL COLUMN ABOVE/BELOW RaNsohhs BEAM SIZE SPAN DIRECTION -INDICATES STEEL COLUMNABOVE No. Date Descriptlon NOTES: , EXTENTS OF 1 13MC PERMIT } RAFTER PI7CHJ FRAMING -INDICATES WOOD POST BELOW ® -INDICATES LOAD BEARING WALL BELOW 2 03108f2023 REV.1 DIRECTON w 3 0810=24 REV2 1. MINIMUM WOOD POST TO BE(2}2X POST FOR2x6 WALLS AND(3}2X POST FOR 2x4 WALLS. 3 z117/BLVL ®-INDICATES WOOD POST ABOVE/BELOW C -INDICATES LOAD BEARING WALL ABOVE 4 09/122024 REV.3 ■" 'B0 i ❑-INDICATES WOOD POST ABOVE � -INDICATES SHEAR WALL 2. ALL WOOD FRAME CONNECTIONS SIZED BEARING TYPICAL CONNECTIONS ARE TO HAVE A BEAM END S-WO 0� I``I 5 —I•F SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. (LBS-WOOD) - MOMENT �—JOIST/RAFTER (KIPS-STEEy CONNECTION TYPE.&SPACING WOOD POSTS TO 09(2}2X MINIMUM U.O.N. 3. ALL STALL OVER BEARING WALLS ARETO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND COLUMN BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5xSx3le MINIMUM U.O.N. Daiglad BY STB rB 4. FASTEN ALL FRAMING ASPER TYPICAL FASTENING SCHEDULE. BEAMS/HEADERS JOIST/RAFTERS COLUMN/POST WALL Ch.ked: AA Chxked 8y: AA 6. FLOOR SHEATHING TO BE 3A'CDX MIN GLUED AND SCREWED,UNLESS OTHERWISE NOTED. FRAMING LEGEND Date: 09/3012022 HEADER SCHEDULE Smle: AS NOTED 1+1-INDICATES HEADER TO BE(2)-1 3Ax7114'LVL H-2-INDICATES HEADER TO BE(2)-13Ax91A'LVL S—1 0 1 HJ-INDICATES HEADER TO BE a?13Ax11 Ile'LVL Shoot it � DiLandro l- Andrews 158 Caamy Rd 39,Suh.10 Soathamptan,N.Y.11968 0M.:(631)259-3959 tnfo@DlandreAndre -cm CANT. Proressimel Seal 2 ` �OF Nee PROTECT D 9A4NTAN 5400i a S400 A.�2�AENRSl Y `I I Tn�p as Op��72pyb`4c SIMPSON WSWIW STRONG WALL-t i RD L CONTRACTOR 5-01 3 ,L TO COORD. 4 FLUE IN FIELD. �+. S-400 S400 `J (3)*7jL r9.25 7__lll PROTECT A D ., - \' Ci6 I I O a HO LL Z ro U E.T.R — 5W1 LLI raos HD F PROIEAND UNIFTAIN 3 cif tJ05TCJG N FRAUNG 3 K+ Vv _KD r- AT 1A u CANT. AT It.. � CANT. _0J (2)1-3/4x 7-1/4 LVL �� ipt•'J1T,74KLV'= O) (n Z lla J gad way Z Lu SECOND FLOOR FRAMING PLAN w o L 64 MOMENT CONNECTION VALUE INDICATES STEEL COLUMN BELOW (FT-rips) RMsione BEAMMATERIAL p��,Op INDICATES STEEL COLUMNABOVE JEELOW No. Data Dewriplicn BEAM SIZE SPAN DIRECTION J -INDICATES STEEL COLUMN ABOVE 1 1/29202 PERMIT NOTES: d) 2 03l062023 REV.1 RAFTERPITCHJ� EXTENFRAMING F -INDICATES COLUMN BELOW ® -INDICATES TOAD BEARING WALL BELOW 3 OBI152024 REV.2 ,. �BSW-X-INDCATES SHEARWALL.SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION 4 08112/2024 REV.3 PROVIDE'THICKPLYWOODW/BLOCrJNGATHOMZONTAL JOINTS.PANEL EDGE NAIUNG TO 13/4x117 LVL 1 ®-INDICATES COLUMN ABOVE)BELOW -INDICATES LOAD BEARING WALL ABOVE 5 �F BE 104 NAILSAT 6b.c.SIMPSON FDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH m U-CFECT.- SHFARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTIO� ❑-INDICATES COLUMN ABOVE I -INDICATES SHEAR WALL B.BS-WOOD) JOISTJRAFTER WOOD POSTS TO BE(2)-2X MINIMUM U.O.N.BOPS-STEEL) TYPE.85PAgNKd DesigWedB2. * —FD-INDICATES APPROXIMATE LOCATION OF SIMPSON HOU HOLDOWN.SEE DETAIL STEEL COLUMNS TO HSS3x5x3I9 MINIMUM U.ON. y STB SHEET S-300 FOR SCHEDULE. BEAM !] NUMBER OVER BEAM Dm_By: STB 3. MINIMUM WOOD POST TO BE(2)-7,X POST FOR 2x6 WALLSAND(3)-2X POST FOR 2x4 WALLS. Chwk d By: AA BEAMS/HEADERS JOISTlRAFTERS COLUMN/POST WALL 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A �It Fp '- 09 SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. EA FRAMING LEGEND Data: /30/2022 5. ALL JOISTS OVER BRING WALLS ARE TO HAVE SOLID Sale: 09 NOTED BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. �/� /� 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER FADER SCHEDULE IEDULE 7. FLOOR SHEATHING TO BE 3/4'COX ON GLUED AND SCREWED,UNLESS OTHERWISE NOTED. FM-INDICATES HEADER TO BE(2)•1 3/4%7 1/4'LVL `A- /� H4-INDICATES HEADER TO BE(2)-1 314%91/4•LVL I O 1+3-INDICATES HEADER TO BE(2)-1 3H S2x11 7/B'LVL Shoat i i r _ DiLandro Andrews ____rl®�. [n0lnneilnp 158 County Rd 39,Suite 10 Southampton,N.Y.118BB office:(631)259,3959 In(o@DiL m&.An drews.can Ptolosslonel Seel SMF1 _ OF NEW Y H2 L �-HD 1Z' YAENRY O Op 087261�q`" �b510�' 1�I (3)2f4 MIN. _— - 2112 AT-1 ra t_ PROTECT N D N NTAN 1� -► � \/ F 0 N�� 2 AT'1 d< l � Z ---- L_ HDLj 0 cuu _ O lu O I I L---- ------ -- --� I I L - - ---- -J 0) U) � z Zzla- J�Q � W a- Z LU ROOF FRAMING PLAN w C� a Q-' o m �r1 F- SCALE:1/4'=4.0' CV V rn IL MONEt4TCONNECTIONVALUE (]-INDICATES STEEL COLUMN BELOW (FT-(IPS) 70) Revisions �c".? INDICATES STEEL COLUMN ABOVE/BELOW No. Date Dc.rlption BEAM MATERIAL 1 11123/!02 PERMIT g�Dg SPAN DIRECTION O INDICATES STEEL COLUMN ABOVE NOTES: 2 03108f2023 REV.1 RAFTER PITCH + IX7ENTS OF INDICATES COLUMN BELOW ® -INDICATES LOAD BEARING WALL BELOW 3 08115/2024 REV.2 1. &SWX-INDICATES SHEARWALL.SEE DETAIL SHEET S-300 FORSCHEDULE. DIRECTION 3 FRAMING �- 4 09/122024 REV.3 PROVIDE3'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS.PANEL EDGE NAILING TO ` 13A 11 Al LVL - ®-INDICATES COLUMN ABOVE/BELOW C 11 -INDICATES LOAD BEARING WALL ABOVE 5 •-A-F- BE 10d NAILS AT 6'o.c.SIMPSON HOU HOLDOWNS ARE TO BE LOCATEDAT ENDS OF EACH "p0 ,i ❑-INDICATES COLUMN ABOVE -INDICATES SHEAR WALL SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTION ' - (LBS-WOOD) MOMENT �-JOIST/RAFTER (KIPS-91EEL) CONNECTION TYPE.&SPACING WOOD POSTS TO BE(2}2X MINIMUM U.OJJ. ;DaIgnde By: Si'g2. "—HD-INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN.SEE DETAIL COLUMN SHEET S-300 FOR SCHEDULE. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSSSX6X9/8 MINIMUM U.ON. By: STB3. MINIMUM WOOD POST TO BE(2}2X POST FOR 2X6 WALLS AND(3)-2X POST FOR 2X4 WALLS. ed By: AA BEAMSlHEADERS JOISTlRAFrERS COLUMN/POST WALL 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FAC&MOUNTHANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGEND Dale: 09/3012022 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Scale: AS NOTED BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. HEADER SCHEDULE 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 7. FLOOR SHEATHING TO BE 3A'COX MIN GLUED AND SCREWED,UNLESS OTHERWISE NOTED. NN7-INDICATES HEADER TO BE(2)-13997 IA'LVL `A_ /� n H-2-INDICATES HEADER TO BE(2)-1 3AX91A'LVL n I O S H-3-INDICATES HEADER TO BE M-1 3/4XI1 718'LVL v SheeIA STEEL COL.,SEE PLAN CONNECT FLANGES �a�. per• TO PLAlESW/(4}3/4'0 'el 'NT p-ip (2}L4-0F1554 GRADE 36 T DiLandro }x12�c8EAM GAUGE A325 SLIP CRITICAL FULL PEN BOLT NAILER TO BM.W/j'0 l. b i I b 1µ I I ANCHOR BOLTS W.12' STEEL PLATE 0-1' BOLTS TYR THRLI OERED ACROSS BM.WEB �' + And revs EMBEDMENT AND 3'HOOK a�, CENTER �'THICK BASE PLATE ON ( R O.C.8 STAGGERED AT 8'D.C. NAILER(S) 158 County Rd 39,SuRe 10 LINE i•THICKLEVELINGPLATE Southampton,N.Y.1 868 O O O�DitandroAndrewa.tom �• TO MATCH BASE PLATE 518 TY. I I I I DIMENSION ON O O EXTERIOR FACE OF 1i'NONSFRINKGROUT Pd FOUNDATION WALL o FOUNDATION WALL,SEE CENTERY PLAN AND DETAILS FOR I I O I I O LIE REINFORCEMENT BEAM itOFi ea FLANGE MOMENTIn Pmrmlonal Seal SIZE BOLTS Tea FLANGE CAPACITY OtlpM) ^ WB 4 16 I (3}3/4.0 SINGLE I I (3}3/4.0 SINGLE PLAN ELEVATION W10 4 20 PLATE PLATE 6 31 I I CONNECTION W/i' I I CONNEC7ION Wlg'' TYPE 113ASEPLATE 4 25 THICK PLATE THICKPLATE STEEL COL.,SEE PLAN W12 6 I I ikFLANGE I I rt�OFNq�YD 1 WIOTHc6i'PLATE STEEL BEAM.SEE PLAN FOR SIZE. } ' e 0-11' (4}314'OF1554GPAOE36 4 28 I I I I FULL PEN PROVIDE LVL BLOCKING RIPPED E '•' m 1µ ANCHORBOLTSW.S• W14 6 43 FITSNUO BETWEEN BEAM FLANGES 2 O I I EMBEDMENT AND 3'HOOK 8 67 I I I I J'THICK TYPICAL STEEL BEAM PAD OUT AND NAILER ��Fsslua� CENTER — er }'TNICKLEVELIPL PLATE n TO MATCH BASE PLATE 5-400 SCALE:1.7R 1'-0• i p DIMENSION UT € BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION e 1 ON i'NON SHRINK GROUT C FOOTING,SEE PLANAND DETAILS FOR CE REINFORCEMENT U E PLAN ELEVATION TYPICAL BEAM TO COLUMN MOMENT CONNECTION TYPE 2 SASEPLATE 5;00 SCALE:1.1/r=110' STEEL COL.,SEE PLAN STEEL COLUMN.SEE PLAN a- 0,,,3'," (2)-3/4.0 F1554 GRADE 36 `4 ei tµ I ANCHOR BOLTSW.12' • EMBEDMENT AND 3'HOOK 1N CEN _ i'THICK 811 PLATE ON LINE i'THICK LEVELING PLATE ;fF TO MATCH BASE PLATE (2}1µ•ANGLES I I Q (2YL�3/8[0'•3•,(1}EA.SIDEi•, p-yl• DIMENSION'LATE O MATH(2}HOLES FOR -Bk 2 1 NON SHRINK GRON OUT °W - (3}3/4'0 A325 BOLTS I I TFRU-BOLTS p FOUNDATION WALL,SEE (2)i"0 A 325 BOLTS AT W&S PLAN AND DETAILS FOR C REINFORCEMENT b I I O (n I I J (d}3At'0 A326 BOLTS PLAN ELEVATION SINGLE PLATE 6 �TM M CONNECTION W/i' TYPE 3 BASEPLATE I I THICK PLATE Q (2)BOLTSW/WB J TYPICAL STEEL BASE PLATE DETAILS I I LVL BEAM w S100 SCALE:-=1'-V I I 1 W J 4 3x3IBX8EAM t BOLTED DOUBLE ANGLE WIDTH♦2' F- CONhECRON AS PER AISC al/2 0 A307 TFRU-BOLTS: NICK THREADS TO PREVENT HACK-OFF SOLID FULL DEPTH BLOCKING; SIMPSON IB14 WS COLLATED WIDTH.DEPTH TO MATCH SCREti11(d13.O.C.OR /� TYPICAL STEEL BEAM CONNECTIONS JOIST/RAFTER APPROVED EQUAL. ( TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN MNIMUM O PER BLOCKING t SCALE:1-W m 11-0' MEMBERS SCALE:1.12•=1'•0' 0) z4 L3z3z1/4 ,�'`"}f TUBE POST �' J TT WOOD FLOOR JOIST/ROOF I 1 WOOD FLOOR JOISTROOF z z a RAFTER;SEE PLAN FOR LL.._J_J RAFTER:SEE PLAN FOR 4 J SIZE&SPACING SIZE&SPACING J Q TOP OF STEEL BEAM SEE PLAN TION b BOTTOM OF STEEL BEAM LLI d A A PROVIDE(2)-W STIFFENERS �' b J z (ONE EACH SIDE)AT ALL STEEL BEAM F- z uj 5 TYP ONWALLSARE PIPE POST AND BOTTOM 3/18 GIRDER BEARING POCKETS 7ypICAi SHEARORPARTIMWHEN BEARING. M LU LU of PROVIDE 1R°SHIM WHEN BEARING, O BLOCKING;AS REQUIRED AFTER BEAM IS INSTALLED LOCATED ABOVEBEAM W. N CtJ FILL POCKET SOLID BOLT LAYOUT DETAIL A-A WITH CONCRETE (2}ROWS 1!2-0 COUNTER-BORED,A307 BOLTS, PLAN AT PIPE PLAN AT TUBE AT IS-O,C.,STAGGERED AT 9-D.C. SUBFLOOR t NOTE:AT TJI FRAMING,PROVIDE FULL DEPTH WEB BLOWING AT ANGLE LOCATION. BEARING PLATE SIZE 3'Xi'X BEAM NADTH 46' C RaNsions W/(2)-5/8'0 A36 THRD.RODS X 8'LONG W/STD.HOOK -- .JOIST No. Dale Dswrd ion 2-MAXSHRINKGROUT TO 1 11 2022 PERMIT t ID FULL DEPTH BLOCKING; FOUNDATION WALL �+ T.O.STEEL 3 08/14 REV.2 REQUIRED �---- 4 09/1272024 REV.3 II 8 -A A- PIPE7IUBEPOST IDl IgudBy: STB 1'TYP. Dim By:OD FLOOR JOIST/ROOF RAFTER 1R&0 A307 THRU-BOLTS,NICK CllaokEADS TO PREVENT BACK•OFFc TJAVL FLOOR JOISTS 6'TYP.(OF 12•WALL)4°TYP.(OF B'AND10'WALLS) PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER Data: 0/30/2022 BEAMBLOCKING OUS®WOOD FLOOR FINISHES.TAP NOTE: M1U®STONEMLE FLOOR FINISHES) �e10� AS NOTED ®8-WALL DEPTH.PROVIDE FULL DEPTH POCKETAND FILL WITH GROUT UPON INSTALLATION OF BEAM BEAM POCKET DETAIL TYPICAL LVUTJI TO STEEL MEMBER S-400 TYPICAL STEEL PIPE/TUBE POST BRACING AT WOOD FRAMED FLOOR LEVELS s�°° sCALE:3µ=r-0' $400 SCALE.--ro `-"4B0 SCALE:1-VP•1'•0' Sheet 8 ROOF FRAMING DETAILS Heel Connection(Platform) Hip/Valley Intermediate Support Outlooker Detail Conrad ral to hp vNh rive 16d(0,13Px 347 nails. Ridge Connection connodrafortovdleywthl6d(0.131°xAl nails portable balm. Dormer Framing 1a '2z celWrg Joists i. f TImberSlrantl'LSL or Toanagvdth four l6tl A31°z3Y nabs TImber5lrenda LSL faaar - Four DiLandro N 7 Attach blacking to lateral bracing of 48' et each end of Wa Meal I Mlcrollem'LVL ridge board each side,or fouH6d(OdJt'z3Y7 netts reft'wMh lure l6d on•ceMINW.S.pecmed P � �r Andrews through ridge Into rafror m`_ = e„a In. .,:.0 (0.131'x 347 nags Toan43hIp"hyro Header dst sae n Sheathing or other laleral past llfth mree ) plan Toenallheaderlo mfterwM four 16d(g.131'x 31:7 LSL erSbend° bracing es required Hap member r 16d(0.131-z Al nags from own side,or use a hanger for reodlom 158 County Rd.39,Suite 10 LSL teller vrhaY beam nails per[do axceeding 500lbs.Soo treating Connectors tables Southampton,N.Y.11968 Lateral blocking per code or for let" Slopedbeadn surface ranger capacities. Cuba,TJ•9005 far 259-3959 wind requirements TlmberStror der LSL g hanger capedlles. InhQDiLandroMdrews.chxn ceAing Jdd boomAttac osttob efingIEd(wag' Beam orceNn Dist A23 erA3 rR B each side. 2x TimberStranT LSL late 2 thnesplsl spacing. berm wgh ter sided(0.131'z sized to support postP P mlMmum JY7 rats per side Professional Seal (Addresses lalofm load any, (connection design may De net IMen�d for wind upon J• .gdred.correct your 3'maxlmmh rafter Woyemaeuserrapresentalt.) Additional connections may be requiretl seal cm oledran Structural sheathing Rafter-to-VUt connection to resist Mad forces In hlgtl vA d zones g Attach plate to rim with Rafter Rafter Roof Srarw Lood 16d((pp.131'z 3Y7 nags QT•Center San 30LL+16 DL 50 LL+15 DL 80 LL+16 DL at 12'a-enlar Spacing P Number of 16d(0.131'z 3 r7 nats re ulretl of NEIV Maintain Ridge,Board Depth 6• 5 5 5 1�S�NENRY y0`y Rafter Pitch 'Mills Cttpa Railer 4:12 to 9:12 10:12 to 11:12 12:12 Ha Nailing 16. 1T 8 6 8 Od Sze Hanger Cp 24 6 9 12 See plan for member 2: Ridge BoardShes Type p Top Plate RffiIegCeliing Joist Rafter connection for 24 Throat: ' 8 12 ~ 2x6 2x8 2z10 Mg. Simpson AP3 100 z ri5' 10d z 1)4' •For lop connection nag quantity requirements,see Rafter Span and Heel Coiling oNlookers -V S 5 7 P � 2x8 2r10 2x12 Strong Tine Connection Tablas In WeyedeaouterRool'Systere Design Guide,TJ•9005. m Mp and 17 6 B 71 2X70 14' 14' USP Sruclurel -If rawer than 8 naps ere required,use only me A23 or A3 clip,each side. u' 1B20 2z12 14' 16' 22 Connedorse A3 10d x tY,' 10d x 1Y' -If&15 nags required.use two A23'A3 clips,each side. 24' 12 Open,see plan R R 'Corded your Weyerhaeuser represedatve 24 26 for ad4ftionel connection Information. Tmnmerjolsl see plan Heel Connection(Lap) Valley4o-Hip Connection TimberSrard"LSL rafter HIPIVIOWLowEnd Sloped hangar HI (Rid eNalle Post Detail (slopad/skevednrcor Sheathing'other lateral P g �i y°beee.°f pitches are unequaQ m Hip member 3'Maximum rafter bracing as roquired TImberStrand"LSL or Notch Timber9nmde LSL HPNatay seat at overhang Micmllam°LVL ridge board hlpNaley to sir on post depth(d) Depth of hlpArolioy (miMm'n of 76%of odginei at seal M(y). member depth must remain). See table balm Ridge board,Toenail Toenail hip to ridge with Mo ridge 40-hip w11h Your 16d(0.131-x A)rags. 16d(0.131•z A-) (n TheberStrIme LSL Coated rafter to nags ]7 J Attach blocking to rafter with cegmg lolst valley using 16d Q tm 16d(0.131'x A)nags (0.131'z 3Y.7-He- 16d(0.131-x A-)rmgz Attach Np4atay membefto plate Lateral blocidrg par code o fort."cormocllon' Post er beemg wag W for lateral wind requirements Toenail caning)oast to lop plate per into 16d(0.131'x 3Y7 nails memo beam.Connect r hip par side member x61h sloped hanger. 0 Toenail rafter to top a with with tiro l6d(0.131'x 3):7 nets MaNY1p Dryx, Com0e1 your WeyarhaeuxH representative for eking of a Np ttnree l6d(0.131'x al:7 rats or valleywM a point load. Z TMberStrand'LSL,.Ur For he.Ma connection reran see Ratter Span and Heel Connection :.,:m= x =sox fir Sae Framing Correadom In WeyerAaeuserRrolSysNm Guide, R P 9 P R R w e•+., x sox R TJ-9005 for hanger capadtles. 21 Tablesth Wey'aeeuaerRoo/Syd..Design Guide,TJ-900S O H'Pre...rorvaleybeam 25 c.z„mr o.rmy.®yre.rm 2B wSaoRafter4o-Valley Connection table In Detail R26 above. (!l F L F L SB ANCHOR BOLT BY SIMPSONSTRONGTIE SIMPSON STRONG-TIE SIMPSON STRONGsTIE SIMPSON STRONG TIE OR 0) (n HURRICANE STRAP HUR RICANE STRAP FUDGE STRAP I APPROVED EQUAL z MODELO CS78(TYP.) MODEL•He(TYP.) MODEL ht LSTAJO O-1''MIN.EDGE DISTANCE (16'O.C.Lv1X SPACING) (16'O.C.MAX SPACING) -1- LLI z t1 AS BAR CONT. z .J q w II MIN EMBEDMENT, / ' h- FOUNDATION WALL FOUNDATION WALL J SEE SHEAR WALL1 ORSTEMWALL ORSTEMWALL F"' O SCHEDULE ON 5300 JJ Z 4• 16' 16• W (L g- MIN.EDGE DISTANCE gP. SEE PLANS SEE PLANS J z U 0.6'MIN FOR SBSM2A !4 ` SEE NOTE 3 FOR STEEL FOR STEEL z w= 0'-8'MIN FOR SB7/er24 :z :'.< 'v,: L7 Zi PLATE 512E PLATE SIZE W O ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE 54�'MIN.(58578 AND 718) STEEL PLAT: STEEL PLATE SEE PUN FOR SIZE a ce) F" 6'MIN.(SS1) ---rr1--- TO BE FLUSH TO BE FLUSH 3'SHEATHING S C ON PUUI CORNER ; I_I_I- FRA NGVVITHWOOD WITH FRAMING SHEATHING SEE Hlr.-VO �SLEEPQ2 a N CORNER INSTALLATION CORNER CORNER 1 j'SFEATHINO SIMPSON STRONG-TIE SIMPSON STRON0.TE INSTALLATION INSTALLATION INSTALLATION HURRICANE STRAP HURRICANE STRAP p- SECTION A-A SECTION A-A Ravisiorrs MODEL to SEP(TYP.) MODEL tHETA40(TP.) (INSTALL WITH ARROW (BOLTAMYBEWSTALLED (INSTALL W?HARROW " S � 3LVL MODEL IF DSa FOR DOABLE STUD (16'O.C.MAX SPACING) ONTOPOFBOLT AT45°TO1SS°ASSHOWA9 ON TOP OFBOLT - SEE PAN FLOOR JOIST SIZE No. Date Descdptlen APD SPACING 1 1123rM2 PERMIT (16.O.C.MAX SPACING) ORIENTED AS SHOWN) OR/EMEDAS SHOWTq (2)ROWS OF 5A8'0 BOLTSW/ JillSEE PLAN FLOOR JOIST SIZE 45° 135°i90'145° 136° WASHERS STAGGERED) I6.O.C. NOTES: AND SPACING 2 03108/2023 RE'V.1 W/(4)BOLTS AT SUPPORTS,TYP. 1.USE 1314-x LVL AS PER PLANS. 3 Oft/15ft024 REV2 ANCHOR BOLT, 2.COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. r'c• 4 R s•• TYP 4 09n22024 REV.3 �33 r e " s Deer 3.WHERE CONCENTRATED LOAD E)4STS'P'AND BEAR m ON FLRCH BEAM,LOCATE(3)S/8'0 BOLTS STAGGERED 5 --A-A- '•: ABGH3WN. TYPICAL DECK STEP DOWN r 1- _T 4 OUTER EDGE OF SCALE;J/4'=1'-0° Designed BY STB CONCRETE.TYP. Drawn By: STB ATTACH FLOOR TO FOUNDATION PLAN-ANCHOR BOLT PLACEMENT Cheelcetl 8y: AA TYPICAL EXTERIOR WALL STRAPPING DETAILS SB ANCHOR BOLT AT FOUNDATION WALL TYPICAL FLITCH PLATE DETAIL S30t SCALE:3A1'=1'-0' S-301 SCALES/4'=T-p• 5301 SGLE:3/4'=t'-0' Date: 09/30/2022 sae: AS NOTED S-301 Shea[Jt CONNECT ROOF BEAM TO TOP OF POST W/ 6'.�•,\ (2}SIMPSON MTS16 TWIST STRAPS, ROOF BEAM,SEE PLAN S _ ALTERNATE SIDES OF POST FOR SIZE AND LOCATION ly Gf FASTENER SCHEDULE FOR STRUCTURALNEMBERS j� 9 Andrews WOOD POST.SEE PLAN -1 DESCRIPTION OF BUILDING ELEMENTS OGINTITYATYPE SPACINDOFFAVENERS Andrews —lE Engnerrinp CONNECiROOF POST TO FOR SIZE CONNECT TOPS OF Roov mANwa POST/STUD BLOCKING AND LOCATION RAFTERS ON J ' A 0A DT TIWU BELOW WICS16 OPPOSITE SIDE OF ti 1m3 -BOLT RAFTER ro TOP PUTS.roE NNlm sEo 168 County Rd 39,Suite 10 COIL P RIDGEW/SIMPSON 0.6• 1'�' WNRSFIERS cEluNOJolsrs TO PUTS TOE NAaEo sea PERIdsT Southampton,N.Y.11969 LSTA30 STRAP MULTIPLE MEMBERS, dJ GJ TTO PARNIE RAFTERS FAC NN (5)IO EACH UP OBw:(631)259-3959 O O SEEPLANFORSIZE1, C LING JdST UPSCYER PARTITIONS FACE NAILED (fi)+Gd EACH4 ROOF RAFTERAND ROOF OUANTRY COLLARTIETORA1 R,FPLE WALED 9. An Info(�DilandroMdlMrWs.tOm = SHEATHING.SEE PLAN FOR EL LONG TO RAFTER.TOE NAILED R)Ed EACH END SIZE AND THICKNESS, PoMBOARDTORAFTER,END NNLEO H])1. EACH END RIDGE BEAM,SEE RESPECTIVELY,AND ARCH. Professional Sod PLAN FOR SIZE DWGS,FOR PRCH A ROOF RAFTER.To wooE f/J'0 Agar THRU-BJLTW TOE NN a,saER BLOCKING TO MATCH d (7)®EACHs END O.C. FACE NAIL 91,60 WOODPOSTABOVE wauFRANdo CONNECT CRIPPLETO TOP PLATE TO TOPPUTE FACE NAILED I HEADER WITH SIMPSON T T N , EACH•I. MTS30 TWIST STRAP 2x BLOCKING FACE WALED T+•Oc. ��[EOP NE{yyO BETWEEN RAFTERS f//�\1 MULTI-MEMBER CONNECTION DETAIL TOP OR SOLE PLATE TO STUD.END N LEO 6/9 Gd PERT IPER LG "RY A. CONNECT HEADEWSEAM 'f� $•300 STUDOTO SOLE PLATETOE AST/BANGJOIST FACE NAILED d OR 1. PR PFRFOOT TO POST/JACK AND KING y✓ CONNECT RAFTERS TO TOP SCALE:N.T.S. d,Gdi STUD WI SIMPSON OF WALL W/SIMPSON TS12 STRONG TWIST STRAPS —TSFACE AILIN'LAPCI DARER ItINCHE90FFSET OFENO o TIE HH HEADER HANGER SIMPSON STRONG TIEHHUS _ ,sd FACEMOUNTHANGER FOR SIMPSON STRONGTIE NUS NESSLOh LVLGIRDERAPPLICATION FACEMOUNT HANGER FOR cor+nluUousnEAOER TO STUD.TOE NAILED o 7JNAPPUCATION CONTINUOUS HEADER TO STUD TWO PIECES 160 I6•O.0 ALONG EACH EDGE naoR FRA WALL JOIST TO SOR CPROER TOE NAt o a Gd SHEATHING BRIOGING TOJDIST TOE NAILED EACH FNO BLOCKING TOJ W ST,TOE NAILED EACH END LVL GIRDER SEE PLAN TJIJOIST SEE PLAN KIN T aRT P re T NaLEo IE R SiIPTOR M AC-NAREO SEE PLANS FOR HEADER MET ON LEDGER TO MM1(TOE NAILED) PEA JOIST SIZE AND LOCATION s l PERJOIST FANDJO1FTTQS1L,ORTO1NATE 1T....D11. PER FOOT SEE PLAN FOR - Isa ,roc GIRDERSIZE STRUCTURAL PANES w Ir-N-o.' n TYPICAL WOOD BEAM/POST STRAPPING DETAIL �TYPICAL ROOF STRAPPING DETAIL t-,�N TYPICAL GIRDER TO GIRDER/JOIST DETAIL n FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 5-300 SCALE:a/- 1'-D' S• SCALE:3/4°s1'-0' SJDO SCALE:3M'=1'-0' 5-300 SCALE:N.T.S. SIMPSON HOLD SHEAR WALL END POST,WALL SHEATHING PANEL,SEE WALL SHEATHING PANEL,SEE SIMPSON HOLD DOWNS SCHEDULE SCHEDULE DOWNS AT All SEE SCHEDULE U� WALL AT ALL SHEAR WALL END SHEATHING PANEL EDGE SHEATHING PANEL EDGE EENNDDPPOSTB SEE POSTS,SEE SCHEDULE J NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN SCHEDULE ANCHOR HOLD DOWN 'A'.SEE SCHEDULE •A'.SEE SCHEDULE SHEAR WALL END POST, TO THE TOP FLANGE SEE SCHEDULE OF STEEL BEAM W/ LlJ THREADED ROD 0 CONT.TMBERSTRAND 70 SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE OF MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRANO TOIT MATCH FLOOR JOIST DEPTH THREADED ROD II Z CONNECTING II SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS II NAIL BOTTOM AND SHEATHING SPACING SPACING THROUGHFLODR •- TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING SEE SCHEDULE I W Q PATTERN'B'SEE SCHEDULE TO BLOCKING PER NDULING LL SHEATHING PANEL EDGE PATTERN'S'SEE SCHEDULE SHEATHING PANEL EDGE F NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN 'A'SEE SC EDULE 'A•SEE SCHEDULE STEEL BEAM,SEE PLAN SECTION A SIMPSON HOLD DOWNS AT ALL SECTION B SMEAR WALL END POST, SHEAR WALL END POSTS,SEE SHEAR WALL END POST. SON SEE SCHEDULE SCHEDULE SEE SCIEDIILE SIMPSON HOLD DOWNS AT SIMPALL HOLDDOWNSAT 2x BOT.AND FLOOR SHEATHING. AT FLOOR LEVELS AT STEEL BEAMS ALL SHEAR WALL END 2z BOT,AND FLOOR SHEATHING. ALL SHEAR WALL END LAND SHEATHING TO LVL POSTS.SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS,SEE SCHEDULE BLOCIONG PER NAILING A BLOCKING PER NAILING SCHEDULE PA7TERN'B'ON SCHEDULE PATTERN'B'ON SCHEDLLE (Z)-ZX TOP (2}2x TOP T J SOLID LVL BLOCKING LVL Z r LVL BLOCKING BLOCKING LVL BLOCKING BETWEENI-JOISTS r BETWEEN I-JOISTS THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD LL Z n- DOWNSTHROUGHFLOOR.SEE Z SCHEDULE SCHEDULE SIMPSON A36 FRAMING SHEAR WALL END POST. SIMPSON HOLD DOWNS SHEAR WALL END POST, Q I— Q DOWNS THROUGH FLOOR SEE SIAPSON A3{FRAMING SEE SCHEDULE POSTS,SEE SCHEDULE SEE SCHEDULE J ANCHOR PROVIDE(2)- ANCHOR,PROVIDE(2} SIMPSON HOLD DOWNS AT ALL SHEAR ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR p ANCHORS PER LVL BLOCKING O A WALL END POSTS.SEE SCHEDULE B LVL BEAM,SEE PLAN THREADEDCHOR ROD SIMPSON HOLD LU [L �— WALL END POSTS,SEE SCHEDULE THREADED ROD THROUGH (3}PLY MIN. ALL SH AT Z Z SHEATHING PANEL EDGE MIDDLE RV OF LVL ALL SHEARWALL F Z uj V Zz BLOCKING,TYP.AT ALL FT � SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL NAILING,PER PATTERN SCHEDULE W O L U PANEL EDGES---,,.,,,, NAILING,PER PATTERN PANEL EDGES END POSTS,SEE A'ON SCHEDULE A. ON SCHEDULE c SHEAR WALL END POST, WALL SHEATHING a SHEAR WALL END POST. SB ANCHOR BOLT BY WALL SHFJITHNO IY N U) SEE SCHEDULE PANEL,SEE SCHEDULE SEE SCHEDULE PANEL,SEE SCHEDULE SIMPSON STRONG TIE OR SIMPSON HOLD DOWNS P.T.SILL,SEE NOTE 4 SIMPSON HOLD DOWNS P.T.SILL. NOTE AT ap DO�AT ATALL SHEAR WALL END ON SCHEDl1LE AT ALL SHEAR WALL END ON SCHEDLLE POSTS,SEE SCHEDULE-----,_ POSTS,SEE SCHEDULE 1!{'x 6'z 6'STEEL FOUNDATION TOP OF EON.WALL OR TOP CP EON.WALL OR PLATE RECESSED LEVEL.SEE SCHEDULE RaNslons AND DETAIL 25J01 No, Date Deuriptian HAUNCH SLAB INTO LVL BEAM HAUNCH SLAB 1 1 022 PERMIT DRILLED IN AND ACHES NE DRILLEDINANDADHESIVE 2 03I�R023 REV.1 ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED R00 AT HOLD DOWNS ANCHORAGE OF P.T. AT FND,LEVEL,SEE SCHEDULE SILL TO TOP OP END. AT LVL BEAMS AT FOUNDATION LEVEL 3 OB/15/2024 REV.2 AT FND.LEVEL,SEE SCHEDULE SILL TO TOP OF FND. `FOUNDATION WALL 4 09H2202{REV.3 �F0cR; TON WALL / OR HAUNCH SLAB WALL OR HAUNCH I� OR HAUNCH SLAB WALL OR HAUNCH SLAB,SEE SCHEDULE 5 -R-F- SLAB,SEE SCHEDULE -- TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS n TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS n TYPICAL HOLDOWN CONNECTION DETAILS Designed By: STB fi-30D SCALE:3/4•=1'-0' 5-300 SCALE:3f4•=1'-0' S300 SCALE:3/4' 1'-C Drawn By: STB Checked By: AA NOTES: SHEATHING PANEL NAILING PATTERN•A' NAILING PATTERN'S' SIMPSON HOLDOWN 1.HOLDOVINS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR ANCHORAGE OF P.T.SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: Data: 09/30/2022 MARK LOCATION TO TOP OF FOUNDATION WALU SHEATHING PANEL &BOT.AND FLOOR ANCHOR TO CAST IN PLACE END POST SCREWS A AT SECOND FLOOR SHEAR WALLS,PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHOR /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD STUDS TO HORIZ, EATHN TO L WALL ATIOA/ EMBEDMENT POST SIZE(MIN.) OF THE INDICATED DIAMETER. 2X BLOCKING BLOCKIDEPTH(MIN.) B.AT FIRST FLOOR SHEAR WALLS,ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER.RODS SHALL BE DRILLED IN AND EPDXY ANCHORED SYVl1 REFER TO 1/2' N }'Ox1T LONG ANCHOR 1pd ATGO.C. 16d ATGO.C. HDUS-SD52.5 SB 51944 18, (14)SDS}x 2} USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. ^ ^oo FRAMING PLAN BOLTS AT 0-O'o.e. (�-DL `V__'3 n SHEAR WALL SCHEDULE AND NOTES SAD SCALE:N.T.S. -aet S DIAMOND SAW CUT.IN AREAS WHERE 6' 6' ,STOP REINF.SNORT OF TYP.LAP TYP LAP SLAB IS LEFT EXPOSED,O.E.LEFT FIRST POUR SECOND FOUR 56 BAR 0 SEE NOTE, SEE NOTE, UNCOVERED),FILL W/SPECIFIED JOINTATEACH SIDE 6' 6' ST PREI SHORT OF _ }•PREMOLDED TONGUE (T�)JOINT FILLER IN ACCORDANCE W/ MANUFACTLk,ER'SINSTRUCTIONS AND GROOVE JOINT JOINT ATEACHSIDE � DiLandro db CORNER PACING OMATCAR SIZE APD _ I Andrews SPACING TO MATCH Andrews HOPoZ REINF. f ``//\ p 0• 158 Couliy Rd 39,SuR.10 OPENING TYR Southampton,N.Y.,1968 Of5u:(631)259-3959 In(o(BZDiLsnd'oMdr6m.c= NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING Prdmionel Sad SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED.CONSTRUCTION JOINTS AT CORNERS JOINT LOCA71ONS NOTED'CJ' UP TO 12 HWRS AFTER THE CONIC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT INTERSECTIONS IS POURED,REFER TO ACI 301. JOINTS,SEE SLAB PLAN AND DETAIL. TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAILDIAGONAL BARS SecoM Polu Flrsl Paur (2}BARS EACHFACE OF (2)95 BARS AT EACH TYP rp 0; WALL/TMB OF SLAB.FOR FACE OF WALL/T&B OF SEE NOTE 1 PROVIDE,'V GROOVE ON EXPOSED SEE NOTE 3,4 AND 7 OF NEW LL WRAP W.W.F.AROUND CONT.94 SIZE.SEE NOTE 1(TYP J SLAB FACE OF WALL A7 JOINT.SEE NOTE 7 .(4 W NOSINGBAR EDGE W/}'RADIUS TOOL CONSTRUCTION JOINT, o'y�! �AENRY O VAPOR RETARDER, SEE PLAN FOR 6' 6• �C 2 LAP EDGES 24-AND TAPE, REINFORCEMENT SSS ,'-U• �L CENTER 2x4 KEY ON WALL SHRINKAGE CRACK ON EXTERIOR SLABS yy{{ SEE PLAN FOR CHANGE �L Si MIN IN ELEVATION 1.AT WALLS.ADDITIONIAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL REINFORCING.AT SLABS USE 05 BARS. 0g22(fl 2.DETAIL APPLIES AT OPENINGS 12k12•AND LARGER.A SIMILAR DETAIL MAY BE USED AT p�AF6SI17A�' CIRCULAR OPENINGS 12•AND LARGER. 1 L� 3,COORDINATE OPENING SIZES AM LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. a) TYPICAL SLAB/WALL PENETRATION DETAIL CONSTRUC7ON JOINT I�ER IF IREOURED COMROLJOINr PROVIDE CONT,CHAIR AT REFERTO GEO TECH. 2 3'-0'O.C.MAX TO MAINTAIN REPORT OR 6•MIN. 5200 SC/LLE:N.T.S. NOTE: REINF.AT EL.SHOWN GRANULAR SUB-BASE NATIRAL'CUT'GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS 9•LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM CCMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAYS POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. TYPICAL SLAB ON GRADE DETAIL•RESIDENTIAL STEPPED SLAB DETAIL 3. PROVIDE CONSTRUCTIONICONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. TYPICAL SLAB ON GRADE DETAIL 4 HORIZONAT TAL REINFORCINGBA JOI PROVIDE RS 6 SKORTOF/CO INTO NTROLJJOINALL TURFACE BOTH SIDES.STOP ALTERNA71N0 5200 SCALE:N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. 6. VERTICAL REINFORCING AN=R SUPPORT BARS NOT SHOWN FOR CULPoTY. Q CONNECT P.T.PLATE TO FOUNDATION 7. PROVIDE CAULKING A7 JOINT IF REWIRED.SEE SPECIFICATIONS. w WALL W/3'mAl2'LONG ANCHOR BOLTS 0 FIRSTFLOO _ _____R= AT 3.O�o.c..$. __ _ _ _ _ _ __ _ n CONCRETE WALL CONSTRUCTION DETAIL z ELEV 9.4 (2}CONT.j TOP_ AND BOTTOM 5200 SCALE:3/4'=i'•0' • a FLOOR SHEATHING NAILED AT Vo.c MAX. OFE=ELEV@ -—— —— — ——— ———— — — —— ———— — — —— — TO JOISTIBLOCKING WTH TENSION TIE JJ'O HOG THREADED ROD WITH FLASHINGFORWATERTIGHTTESS,NOTSHOWN W O HEM THICK CONCRETE PILE CAP R5 DOWEL AT 18'o.c.W/ NUTS AND WASHERS FLL - O'AWHOOK 40001 MIN COMPRESSIVE STRENGTH — 1' �\ BFE=ELEV4 _- __ ___SMARTVENT __ _ t / \ GRADE ELEV S _ _ SIMPSON DTTg OR SIMPSON DTT2Z OR j• \\ `t APPROVED EQUAL APPFROVEDEWAL / \ .*+ —l I • r ECK JOIST,SEE PLAN / i \ • _ (3)45 BARS PERP / \ • PPROVEDD EQl1A0UM JOIST HANGER OR TO PACH LONG FDN=E / 27• FLOOR JOIST BOTM OF GRADE (SOLID 2X JOIST OR 2X BLOCKING) Z TYPICAL GRADE BEAM: 2XP.T.LEDGER FASTENED WfLEDGF]RLOK } ® 111 \ F BEAM=ELEV d' — — — _ _ __ _ — "`4 -— ——— - -4L aBARSEVENLY'SPACED FASTENERS STAGGERED INAW / i \ 0 GRADE BEAM BOTTOM, PATTERN®6'o.c.2.3/4'SPACING J \ • • l; • • (3}O BARS EVENLY SPACED w Z a / 1'-0• \ EXPECTED GROUND _ 9__ __ _ _ _ _ __ _ @ GRADE BEAM TOP,2•CLR Q WATER=ELEV 31 J it BOTM OF FOOTING ti g i� 0 Z. ' ' — :4 EL.=SEE PLAN zv Lll a �•- TYPICAL DECK ATTACHMENT DETAIL ? Lwu S-zoo SCALE:1.112—T-0' w O W N C7 (n D_ S�4 HELICAL PILE CAP SCALE:3/4.01l.0• DATUM=ELEVO- -- -- — — -- ———— — ————————————— — R-ion. 6 SECTION AT WALL BA7IERED No. Date D.udptbn HELICAL.PILES u9 Ln 1 1 /2 22 PERMIT 5200 SCALE:N.TS BEYOND 1}g DOWELS �+ 0 3 08If2024 REV.2 r� 12.0.C,TYP. �W i 4 091t2/2024 REV.3 HILTI HIT-200 5 --A-F- +HAS os ♦ =By: STB �A♦ 5• 5• 5• ��A♦ Date: 09/30/2022 Scab: AS NOTED FOOTING S 200 WALL ADD CONCRETE BATTERED PILE DETAIL TYPICAL FOUNDATION DOWEL DETAIL 7 Shaet tr S200 1'-0' 5200 SCALE:1-12'=1'-0' SCALE:3M'= 0 r_.r' O w I— PPR ED AS DOTED NLE /A W z DATE- Of! N FEE BY n W NOTIFY BUILDING DEPARTMENTAT � 631-765-1802 6AM TO 4PM FOR THE V FOLLOWING INSPECTIONS: GREENPORT w 1. FOUNDATION-TWO REQUIRED NY , FOR POURED CONCRETET 2. ROUGH-FRAMING&PLUMBING LJ_ 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. n ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOEt DESIGN QR CONSTRUCTON ERR QM COMPLY WITH ALL CODES OF LIST OF DRAWINGS: NEW YORK STATE &TOWN CODES 2 0 DEWEY LANE AS REQ2%SOUTHIOLD ND CONDITIONS OF HAMPTON BAYS, NY 11946 TOUJN ZBA ARCHITECTURAL DRAWINGS SOUTHOLD TO�PIN TRUSTEES - N,Y,S,DEC SHEET # TITLE Z/Sv i LD HPC SCALE: © COPYRIGHT NOTICE: ` THE FOLLOWING DRAWINGS ARE AN SCHD -- -- _ A1.0 TITLE SHEET INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE A1 .1 NOTES AND DIAGRAMS N•T•S• ARCHITECT.THE CONCEPTS AND ,... ._...::........_...,..,,..._ ,,...,,...,.,. ..,.,,:,,.,.. ...;;.,,.. .,,,,,,.........,..., ...._,.. ,,... AILS $ DESIGNS CONTAINED HEREIN ARE OCK NG DET OCCUPANCY OR a A1.3 INSULATION DETAILSED LOCATION VARIES INTENDED FOR THE SPECIE �• N.T.S.Nj $ AND CLIENT. UNDER NO USE IS UNLAWFUL CIRCUMSTANCES SHOULD THEY BE USED s:. .., ?.:,. BY ANOTHER PARTY OR IN ANY OTHER A2.0 PROPOSED SITE PLAN - WITHO" �,,,....----- ;:. " 1 20 0 LOCATION. UT CERTIFICATE .---- -......�..-- A3.1 PROPOSED 1ST FLOOR PLAN _ � „ ANY CHANGES MADE TO THE PLANS — - OF OCCUPANCY - A3.2 „ _ , „ LAN _ _ F NOT BY RAFT UT WRITT EN ....... .,. ......,c,,.... _..:.:...... .:.:.:...............:::............... ,.; 1/4�, _ 1, O„ LAW AND STRICTLY O F DRAFT l 14 - 1 -0 PROHIBITED. IF AN ITEM BEARING THESE O VIOLATION - EXTERIOR ELEVATIONS - ARCHITECT u , A4.1 PROPOSED 0 PROPO SED „ _ '-Olt RETAIJ STORM WATER RUNOFF S ALTERED,THE TECT PROPOSED BUILDING EXTERIOR ELEVATION" _ SHALL AFF XI TO HIS ITEM THE SEAL " : LDING SEC T ONS 1/4 _ 1 URSUP,NT TO CHAPTER 236 A5 0 - FOLLOWED ,.._ _,.,... ,:�:,,... BY HIS OS GNAOTURELANDDTHE DATE OFN ' 14 OF THE TOWN CODE. � ; ,, , ; „_, , - SUCH ALTERATION, AND A SPECIE I a; DESCRIPTION OF THE ALTERATION.IC a L-\, A10 0 PROPOSE;,:> WINDOW AND D�� JULE N.T.S. 1 .. ....................... .. .. .. ...... .._..,,,,.,.. ....,,,.... ...,.,,..__.......,,. ............. ... " E3 1 CL[C'1'RIC1":1. 7. E3.2 PROPOSED 2ND FLOOR ELECTRK; P!_:-. _ NO TE: 1 4 — ALL CONSTRUCTION TO CONFORM �»�, INSPECTION RECUT r <: F €€ ." M n• WITH ALL APPLICABLE PROVISIONS .11 z .::... OF THE CODE :., :�...... :.::::: EX3.1 EXISTING 1ST FLOOR PLAN „ _ „ OF THE TOWN OF h; - _ SOUTHOLD,THE 2018 LC.C.,THE 2020 FF EX3.2 EXISTING 2ND FLOOR PLAN BUILDING CODES OF N.Y.S.,THE 2020 /4„ 1, 0„ 1 _ - ..., `.. ..... : :.. „ _ N.Y.S. ENERGY CONSERVATION ..... ` ONE — — CONSTRUCTION CODE,AND ALL EX4 1 EXISTING ELEVATION) 1/4 - 1 0 ELEVATIONS _ OTHER LAWS GOVERNING BUILDING I CO NSTRUCTION AND SAFETY.L , S-000 GENERAL STRUCTURAL i�!OTES PLI�MII\, U N.T.S. ALL PLUMBING WA "E,, :, :' S-100 PROPOSED FOUNDATION PLAN ' 1 4" - 1'- „ &WATER LINES NEED y _: - O :..... ..,.: - 1 DETAILS Te i B .E CO WLI� VARIES " S-101 PROPOSED 1ST FLOOR FRAMING PLAN „ _ „ 10 „,..,,.., - OR FRAMING PLAN „ _ „ - - M � - J 1/4 1 o RPHY CARR - FRAMING PLAN " = „ � ;._., :. S 103 PROPOSED ROOF F 1/4 1 -0 RESIDENCE PLUMr3ER CERTIFICATION ON LEAD CONTENT BEitORE S200 PROPOSED STRUCTURAL DETAILS I N.T.S. CERT►i ICATEOFOCCUPANCY � S300 PROPOSED STRUCTURAL DETAILS N.T.S. S301 PROPOSED STRUCTURAL DETAILS 2 3 0 1 N L E T LA N E SOLDER USED IN WATER I N.T.S. SUPPLYSYSTEM CANNOT ;-=---------------------------------------------------------------------------------------------------------------------------i-------------------------------------------------------------------; S400 PROPOSED STRUCTURAL DETAILS G R E E N P O R T , NY 1 1 9 4 4 EXCEED'2110 OF 1%LEAD. L______________________ N.T.S. 1000-43-05-04 Ti nuss PLACARDING R`_QU:RGCD DATE: FEBRUARY 07 2023 ISSUED: 1)03LNOT PROCEED 11111TN 2024-09-17 PERMIT SET FRAMING UNTILSURVEY : } OP-FOUNDATION LOCATIO""".; HAS BEEN�API?.R=D,; Must provide Manuals M D, 7 and S as per V 1 NYS Energy CodeDRAFT y 13lower door n�� and ductworkARCHITECTUR .I. INTERIORS TITLESHEET testing required. 20 DEWEY LANE HAM TON BAYS, NY 11946 E: DRAFTDESIGN 40PTIMUM.NET All exterior lighting installed, replaced or T: 631 -965- 1855 C repaired shall conform to Chapter 172 of the Town Code 30 303110 310 3O V.T.R. V.T.R. V.T.R. V.T.R. ROOF ROOF V.T.R. V , tf> 1 ' J 2"01 ; Z01 2„0 rK - Li..1 1 1 2" 1__ rN 2„0- ------M---�2"O�N- -1�"0- -- -� :D 1 1 r- I I N ! 2"0-jr 2"0-.; 2"0,_Ii ! 2"0-y 2"0-1 2"fd 2"0 1_-2'0 2'OJ 2"O 1 �2"0 2"0 2'0 W ii LAV ORY i lit LAV ORY LAV ORY LAV ORY I 1 r AV ORY I i W/C V/7 W/C W/C W/C CL SECOND 2`0 SECOND FT TO 2"0 2.0 < FLOOR 1 a"t tO FLOOR s"o 2 0 s„0 s„0 Q C.0.1 C.o.l 2"0 3"0 2"0 2"0 � 3 0 3110 3 0 To 1 202 1 2o2 BATHROOM 1 �207 PRIMARY POWDER 208'I POWDER ROOM 2 206 BATHROOM 2 j BAT -j EXISTING EXISTING PROPOSED PROPOSED PROPOSED EXTERIOR i BUILDING WALL EXTERIOR BUILDING WALL I "0. 20 DEWEY LANE ---------___y -1 T-- E------T-' I HAMPTON BAYS, NY 11946 2"0- 2"0-4 2"0- 1 1 2"O-A 2'OJ�1 2"0� !� LAV ORY ( 1 LAV ORY 1 1 1 FRESH AIR 1 -SINK W/C WASHER D/W W/C WASHER D/W •. 2"0 VENT 2°0 2"0 2"m FRESH AIR © COPYRIGHT NOTICE: • FIRST 2 ° 2 0 ----- FIRST VENT FLOOR COI 3"0 FINISH GRADE FLOOR CO.. I TO --- THE FOLLOWING DRAWINGS ARE AN i C.O. • s"o s"o i C.O.C.O. � ' ' ' Ic.o. FINISH GRADE INSTRUMENT OF SERVICE AND SHALL C.O. Im C.O. I s"o s"o C.O.C.O. REMAIN THE PROPERTY OF THE 4"0 4'0-) ARCHITECT.THE CONCEPTS AND TO APPROVED l041 POWDER ROOM 7 LAUNDRY CLOSET 105I_KITCHEN HOUSE I104', POWDER ROOM FEE LAUNDRY CLOSET 1 os KIFCHEN HOUSE - TO APPROVED DESIGNS CONTAINED HEREIN ARE -- TRAP SANITARY SYSTEM - - 0 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING TRAP SANITARY SYSTEM INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN CELLAR FLOOR CELLAR FLOOR ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC EXISTING PLUMBING RISER DIAGRAM 2 PROPOSED PLUMBING RISER DIAGRAM DESCRIPTION OF THE ALTERATION. SCALE: N.T.S. SCALE: N.T.S. NOTE: GENERAL NOTES: DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL ALL CONSTRUCTION TO CONFORM FRAMING ENERGY NOTES: WITH ALL APPLICABLE PROVISIONS OR REINFORCEMENT,UNLESS OTHERWISE NOTED.THE LOCATION OF OF THE CODE OF THE TOWN OF I. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK SLEEVES I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SOUTHOLD,THE 2018 I.C.C.,THE 2020 BUILDING CODE 2020.ALL WORK SHALL CONFORM TO LATEST OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE REQUIREMENTS OF THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION, BUILDING CODES OF N.Y.S.,THE 2020 DRAWING SYMBOL SCHEDULE MATERIALS SYMBOL SCHEDULE N.Y.S.BUILDING CODE AND ALL RULES AND REGULATIONS. STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. LATEST EDITION AT THE TIME OF PERMIT APPROVAL. N.Y.S. ENERGY CONSERVATION 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS,FLOOR ELEVATIONS, 2• THE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF CONSTRUCTION CODE,AND ALL NEW SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. AND PROFESSIONAL JUDGEMENT THAT THE PLANS AND SPECIFICATIONS OTHER LAWS GOVERNING BUILDING YORK STATE BUILDING CODE 2020. CONTAINED IN THESE DRAWINGS COMPLY WITH THE N.Y.S. ENERGY CONSTRUCTION AND SAFETY. 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE CONSERVATION CONSTRUCTION CODE. X X CONCRETE BLOCK 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE PRIOR 3. EXTERIOR DOORS DOORS TO GARAGE U=.40 MAX. BUILDING SECTION .- WIND TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT •"` PRESSURES SPECIFIED IN SECTION 1609. OF 4. WINDOWS,GLAZED DOORS AND ALL OTHER GLAZING U=.3 MAX. S. ALL FIREPLACES ARE TO BE PROVIDED WITH A DAMPER FOR OUTSIDE THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. COMBUSTION AIR. 150-200 C.F.M. FLUE TO HAVE TIGHT SEALED DAMPER. A I E I R E N E DRAWING NUMBER 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE a, FOLLOWING LOADS: MAXIMUM AIR LEAKAGE NOT TO EXCEED 20 C.F.M. 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS CAST-IN PLACE CONCRETE PRIOR 6THERMOSTATS SHALL A. FLOOR LIVE LOAD:40 PSF O CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. HEATING&COO INGTHERMOSTATS,THE ERANG SHALL OBE 4 COMBINATION WALL SECTION or ELEVATION B. ROOF LOADS: 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED 7 SH°ArLL HAVOE AEQUIPMENT MINIMUM COMBUSTION EFFICIENCY OFFOR SPACE HEATING AND V75% AND SHALL M U R P H Y C A R R O L L -- REFERENCE DRAWING NUMBER /'// SNOW: DIMENSIONS. HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED RESIDENCE WOOD STUD FRAME CONSTRUCTION-(Small Scale) OCCUPANCY CATEGORY 11 ON ACTUAL EQUIPMENT SIZE. // / GROUND SNOW LOAD,Pg 20 PSF 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS 8, INSULATE ALL WATER PIPES AND DUCTS AS PER CODE. EXPOSURE FACTOR,Ce 1.0 WITH 9. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 1407 MAX. THERMAL FACTOR,Ct 1.0 ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE 10. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO IMPORTANCE FACTOR,Is 1.0 ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL WOOD STUD FRAME CONSTRUCTION-(Large Scale) FLAT ROOF SNOW LOAD,Pf 20.0PSF MEMBERS. LIMITPRESS HOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. @ 60 P.S.I. WATER 1 DETAIL C. WIND DESIGN DATA: 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY 11. HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH THE 2 3 0 I N LET LAN E WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN CONTRACTOR,SUB-CONTRACTOR,ERECTOR,FABRICATOR,MATERIAL MOST CURRENT ENERGY CODE; MINIMUM EER (EFFICIENCY) SHALL BE AS G R E E N P O R T , NY 1 1 9 4 4 A4. REFERENCE DRAWING NUMBER ACCORDANCE SUPPLIER,ETC.IN LIEU OF PREPARATION OF SHOP DRAWINGS,SIGNIFIES SPECIFIED IN THE MOST CURRENT ENERGY CODE. SCTM# WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE HIS INSULATION ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT 12. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE OCCUPANCY CATEGORY II AND VALUES TABULATED IN THE MOST CURRENT ENERGY CODE. 1000-43-05-04 ALL BUILDING MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE BASIC WIND SPEED(3-SECOND GUST) 140 MPH OBLIGATES HIMSELF TO ANY JOB EXPENSE,REAL OR IMPLIED,ARISING DUE 13. IMPORTANCE FACTOR,Iw 1.0 TO "W ADEQUATELY PROTECTED BY A BARRIER LOCATED ON THE INTER" EXPOSURE B ANY ERRORS THAT MAY OCCUR HERE ON. WARM SIDE OF THE INSULATION. PT01 BATHROOM 4 ROOM NAME- NUMBER WOOD- FINISH INTERNAL PRESSURE COEFFICIENT 0.18 14. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR DATE: FEBRUARY 07 2023 ( , ,1 DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON 15. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT CONTINUITY OF INSULATION AT PLATE LINES, BAND JOISTS, AND BUILDING WALLS OF THE (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN T-0"OF BUILDING WALL ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE CORNERS. CORNERS): PLANS. ISSUED: PLYWOOD-(Large Scale) S. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. 16. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL STATE AND LOCAL 2024-09-17 PERMIT SET SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF CODES,ORDINANCES,RULES AND REGULATIONS.CONTRACTOR SHALL -- IN 1.01 1 INTERIOR DOOR TYPE THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL THE ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING ��;T�HEO P�CODNTRACTOR.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF CERTIFICATE OF OCCUPANCY. �Q� �L NO 'w P,14 i 0��t GYPSUM BOARD ON FRAMED FLOORS OR ROOFS.LOAD SHALL NOT EXCEED DESIGN LIVE 17. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE % + v2 C7 LOAD SPECIFIED FOR EACH PARTICULAR LOAD. ABOVE AND OTHER CODES,PUBLICATIONS,SPECIFICATIONS AND LEVEL LINE I DRAWINGS \v TILE 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE CITED HEREIN,THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL CONTROL POINT OR DATUM DESIGN GOVERN. <<, �/ ENGINEERING OF THE FORM WORK,SHORES AND RE-SHORES,AS WELL n ^¢ AS ITS 18.LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE /vC W CONSTRUCTION,SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DRAWINGS.IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A ALL COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR THIN SET TILE BED SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK,AS LICENSED IN THE STATE OF NEW YORK. INDICATED 7. THE METHODS,PROCEDURES,AND SEQUENCES OF CONSTRUCTION ARE THE NOTES AND PLUMBING RISER RESPONSIBILITY OF THE GENERAL CONTRACTOR.THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE DIAGRAM THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,COLLAPSE,DISTORTION,AND MISALIGNMENT ACCORDING TO APPLICABLE CODES,STANDARDS,AND GOOD PRACTICE. 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT DOCUMENTS.REFER TO THE ARCHITECTURAL,MECHANICAL,ELECTRICAL AND PLUMBING DRAWINGS FOR SLEEVES,CURBS,INSERTS,ETC.NOT HEREIN INDICATED.OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR 1 C r W z LZJ O WW Ij LL W cl� HIGH DENSITY SPRAY FOAM SPRAY FOAM JOINT . CAULK BETWEEN PLATES 20 DEWEY LANE HAMPTON BAYS, NY 11946 ,< , R-21 BATT.INSULATION \. \ �\ \ \ a ... :,. \.. I'lla .. a\... a c\ \� „\ O IN 2 x 6 STUD WALLS SPRAY FOAM PLYWOOD JOINT :...® , \ a p;;a a �. .,,a, \. THE FOLOOWINGHDROW DRAWINGS ARE AN 12 X� HALL • INSTRUMENT SERVICE OF T D S ARCHITECT.THE CONCEPTSAND REIN ARE A DESIGNS G S CONTAINED HE E INTENDED FOR D LOCATION AND CLIENT. DE R NO CIRCUMSTANCES IRE CAULK AT ALL \ VERTICAL PENETRATIONS \ BY ANOTHER PARTY OR NDANY OTHER THEY BE ED \ : a LOCATION ANY CHANGES MADE TO THE PLAN NOT BY DRAFT OR W ITHOUT WRITTEN CONSENT OF, � �.,�:-:.,:, ,. .. •.:, ,:: ; . „ T...�. '::� ::: �:.��\ ..,„ , ,, �� :,,\�,� ...:.�. IF AN FIREBLOCKING AT MID-HEIGHT DRAFT VIOLATION OF €, �' � ..°. :'. � �� \ •- Y\ �� \a LAW AND STRICTLY PROHIBITED a ITEM BEARING THE SEAL OF THE OF ALL STUD WALLS. \ \ ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF \ SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. x., .c a ALL CONSTRUCTION TO CONFORM � WITH ALL APPLICABLE PROVISIONS OF TH E COD e. E OF THE TOWN OF .a • �<�\,�;, SOUTHOLD,THE 2018 LC.C.,THE 2020 • BUILDING CODES OF N Y S.,THE 2020 N.Y.S. ENERGY CONSERVATION x . CONSTRUCTION OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. CAULK BETWEEN SHOE PLATE&PLYWOOD SPRAY FOAM JOINT MURPHY-CARROLL 2 AIR SEAL WALL GRAPHIC- RESIDENCE SCALE: 2 3 0 1 N L E T L A N E GREENPORT , NY 11944 SCTM# 1000-43-05-04 HIGH DENSITY SPRAY FOAM "C.D,X.PLYWOOD FOR IRE BLOCKING 7�\ DATE: FEBRUARY 07 2023 i ISSUED: 2024-09-17 PERMIT SET n om "GYPSUM WALLBOARD `n `�1 CAULK BETWEEN PLATES C'\ R-13 BATT.INSULATION IN 2 x 4 STUD WALLS INSULATION AND FIRE e BLOCKING DETAILS TYP, INSULATION AND FIREBLOCK SECTION SCALE: 3" = I ' - 0" R402.4.5 RECESSED LIGHTING. RECESSED LUMINARIES INSTALLED IN THE BUILDING ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN TABLE R402.4.1.1 CONDITIONED AND UNCONDITIONED SPACE. ALL RECESSED LUMINARIES SHALL BE IC RATED AND LABELED AS AIR BARRIER AND INSULATION INSTALLATION HAVING AN AIR LEAKAGE RATE NO MORE THAN 2.0 C.F.M. (0.944 US)WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT 1.57 P.S.F.(75 PA)PRESSRE DIFFERENTIAL. ALL RECESSED LUMINARIES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. COMPONENT AIR BARRIER CRITEREA INSULATION INSTALLATION CRITEREA WATER BASED UL181 "' u A-M&B-M "° A CONTINUOUS AIR BARRIER SHALL BE INSTALLED LEED COMPLIANT ` �' MUFACT E RECESSED LOT IRV03,1REE IN THE BUILDING ENVELOPE. DUCT MASTIC&UL181 ` u r "� TT .ItL�;T1 AIR PERMEABLE INSULATION SHALL NOT BE USED AS c' 0 L.;' l a _ GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A SEALING MATERIAL. FOIL TAPE DK ON ALL SEALING" CONTINUOUS AIR BARRIER. DUCT CONNECTIONS { -� -'' �� „ - `>,> �'" yti,r^ \`gym`"—h"` •' " BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. z ,a "" "' " a'.• , i ; €j I ' ! x.''" - •' �"' THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR i CEILING /ATTIC BARRIER SHALL BE SEALED. /SOFFIT ' ' ` SHALL ALIGNED WITH THE AIRBARRIER. ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE WALL \ DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. I-- ,;,, OF THE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME LiJ THE JUNCTIONE FOUNDATION AND SILL PLATE SHALL WALLS SHALL BE INSULATED COMPLETELY FILLING I._.... TYPICAL WALL PENETRATIONS TYPICAL CEILING SUPPLIES a RESISTENCE OF R 3 PER INC r,= ;w z -"• THE CAVITY WITH A MATERIAL HAVING A THERMAL BE SEALED. F` T �' _ - _ _ W WALLS THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE - H• U EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR NOT TO SCALE NOT TO SCALE KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL <� L�1n Vr,(1S FA F SEW J CONTACT AND CONTINUOUS ALIGNMENT WITH Q \FgJ Whit EIUN'S THE AIR BARRIER. RECFSSFP LIGHTING FIMIRE THE SPACE BETWEEN WINDOW/DOOR JAMBS&FRAMING, ,. WINDOWS, SKYLIGHTS & DOORS WATER BASED UL181 AND SKYLIGHTS&FRAMING SHALLE BE SEALED. A-M& PLI RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER.„;•"�" LEED COMPLIANT � J RIM JOISTS SHALL BE INSULATED. DUCT MASTIC&UL181 RECESSED LIGHT TO CEILING SEAL FOIL TAPE DK ON ALL FLOOR FRAMING CAVITY INSULATION SHALL BE DUCT CONNECTIONS NOT TO SCALE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF THE SUB-FLOOR DECKING, FLOORS INCLUDING ABOVE OR FLOOR FRAMING CAVITY INSULATION SHALL BE LAN E GARAGE AND CANTILEVERED THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED PERMITTED TO BE IN CONTACT WITH THE TOP SIDE HAMPTON BAYS, NY 11946 EDGE OF INSULATION. FLOORS) OF SHEATHING,OR CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING ACCESS PA OP OF TAPE PANEL \ M THE BOTTOM TO THE SHUT WITH UL181 FLOOR FRAMING MEMBERS. T AND EXTEND FROM ,»�•�^`"-� FOIL TAPE \��_. � ..;\ �<`� `\ �.,. �<:a ALL PERIMETER F Ik \ EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL WHERE PROVIDED INSTEAD OF FLOOR INSULATION, © COPYRIGHT NOTICE: CRAWL SPACE WALLS BE COVERED WITH CLASS I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO j R3.3 PIPE INSULATION \ ""_ ..F OVERLAPPING JOINTS TAPED. THE CRAWL SPACE WALLS. THE FOLLOWING DRAWINGS ARE AN 1 ON ALL PIPES \.' INSTRUMENT OF SERVICE AND SHALL wn, CARRYING FLUIDS \ _ , .\ \ ` DUCT SHAFTS,UTILITY PENETRATIONS,&FLUE SHAFTS REMAIN THE PROPERTY OF THE €� < 105° F>55°F _ \, \` SHAFTS & PENETRATIONS OPENING TO EXTERIOR OR UNCONDITIONED SPACE ARCHITECT.THE CONCEPTS AND SHALL BE SEALED., DESIGNS CONTAINED HEREIN ARE 2 s11, IF ,� SPECIFIEDINTENDD LOCATION BATTS.IN NARROW CAVITIES SHALL BE CUT TO FIT,OR AND CE O IENT. UNDER " NARROW CAVITIES SHALL BE FILLED BY INSULATION • ;g.� \ \ � , NARROW CAVITIES CIRCUMSTANCES SHOULD THEY BE USED THAT ON INSTALLATION READILY CONFORMS TO THE BY ANOTHER PARTY OR IN ANY OTHER AVAILABLE CAVITY SPACE. LOCATION. .: �-ate ANY CHANGES MADE TO THE PLANS AIR SEALING SHALL BE PROVODED BETWEEN THE ` GARAGE SEPERATION OR WITHOUT WRITTEN ga \�� ,\ �.,.� �..�' `'�� `a GARAGE AND CONDITIONED SPACES. • \ _ NOT BY DRAFT , CONSENT OF DRAFT IS IN VIOLATION OF „. RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING��. °'� .,.,.., RECESSED LIGHTING LAW AND STRICTLY PROHIBITED. IF AN \ THERMAL ENVELOPE SHALL BE SEALED TO DRYWALL. THERMAL ENVELOPE SHALL BE AIR TIGHT&IC RATED. ITEM BEARING THE SEAL OF THE ,<N F ARCHITECT IS ALTERED,THE ARCHITECT BATT.INSULATION SHALL BE CUT NEATLY TO FIT SHALL AFFIX TO HIS ITEM THE SEAL AND AROUND WIRING AND PLUMBING IN EXTERIOR THE NOTATION "ALTERED BY" FOLLOWED TYPICAL AHU SEALING TYPICAL PIPING INSULATION PLUMBING AND WIRING WALLS,OR INSULATION THAT ON INSTALLATION BY HIS SIGNATURE AND THE DATE OF READILY CONFORMS TO AVAILABLE SPACE SHALL SUCH ALTERATION, AND A SPECIFIC ` NOT TO SCALE NOT TO SCALE EXTEND BEHIND PIPING AND WIRING, DESCRIPTION OF THE ALTERATION. THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT EXTERIOR WALLS ADJACENT TO SHOWERS AND BATHROOM FAN TO CEILING SEAL SHOWER/ TUB ON EXTERIOR WALL TO SHOWERS&TUBS SHALL SEPARATE THEM FROM THE TUBS SHALL BE INSULATED r r SHOWERS&TUBS. NOT TO SCALE ELECTRICAL/ THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL NOTE: PHONE BOX WATER BASED UL181 " `'' M OR COMMUNICATION BOXES OR AIR-SEALED BOXES SHALL ALL CONSTRUCTION TO CONFORM I ., :a ON EXTERIOR WALL BE INSTALLED. WITH ALL APPLICABLE PROVISIONS mot. LEED COMPLIANT x ,.: / OF THE CODE OF THE TOWN OF ., � ... DUCT MASTIC&UL181 ` 1& 1l� HVAC REGISTER BOOTS THAT PENETRATE THE BUILDING THERMAL --... ;. . FOIL TAPE DK ON ALL HVAC REGISTER BOOTS SOUTHOLD,THE 2018 LC.C.,THE 2020 t ` ', m . ENVELOPE SHALL BE SEALED TO THE SUB-FLOOR OR DRYWALL. � - 1±I 'th`dJ 2020 . DUCT CONNECTIONS ;g� ..� 1 � a ��:� ` Il�'s� � : S.,THE ` \ , "� N.Y.S. ENERGY CONSERVATION v I WHEN REQUIRED TO BE SEALED,CONCEALED FIRE SPRINKLERS i( CONSTRUCTION CODE,AND ALL SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY • OTHER LAWS GOVERNING BUILDING 3 ::,.: .. - CONCEALED SPRINKLERS THE MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS CONSTRUCTION AND SAFETY. ., EN FRE SPRINKLERS COVER PLATES AND WALLS OROCEILINGS E a \, ' ' y THIS RESIDENTIAL BUILDING IS REGULATED BY CHAPTER 4 OF THE 2015 IECC. < ALL DUCT WORK WILL BE INSULATED WITH MINIMUM R-8 INSULATION. law g ALL HOT WATER CIRCULATING PIPING WILL BE INSULATED WITH MINIMUM R-3.3 PIPE INSULATION. M U R P H Y-CA R R O L L \\� TYPICAL FLOOR SUPPLY TYPICAL FLEX DUCT CONNECTION Nailing , . . �,Ri'atoor RESIDENCE NOT TO SCALE NOT TO SCALE Tough cp'zr1r p ..� ,... ;, seal A( A ofv G R EOE N IP O R TE NY L 11 944 , x`;:. \, On exteri'm AN .,. , Nam. \" I J .,. [r .., 1 1I WAS 6 1000-43-05-04 a. a. a<. _ a ?� .ate' a ., \'a ,•�`"` ,;�„ �. .a i „ a DATE FEBRUARY 07 2023 00 Y; a i waa=+a , , \ ISSUED: Caulk.at,all Aire penmram - 1`1J�.SETS _ r , a. _ 2024 09-17,PER^ i p ( , ,\ e , :.: , , < , { L ,4 —I 3 s I ti -ranch g .. .,n .o 'r r—., yr, �. �. ��:�\ y` � �:. .. ,. •.,.., .,,.a^ .� 5 . �,v, ��30i� „ � .3V.J e€ \11.�,. v a � �s .">�. �.: � ,w. � ., e.-' .,+v"' •� I?F;gyp{\bi`IM�� $s� ��8�•9 F �\, .. .. @ C •i, �, F'' r Z y_ ot v _ ,I - >� € _,,,,....•».,,_.. ,,,.,_,ate,:„ � ,,,, � Y � � \ a. „ a c , wa vxterior INSULATION DETAILS Ali along ills; \` \S% „tom� I �� r JJ \\ \\` C : 3 to se-at foam or nonexpandin&... mt to an DUCT SEALING DETAILS / DIAGRAMS - IECC R403.3.2 COMPLIANT ELECTRICAL BOX SEAL DIAGRAM WINDOW SEAL DIAGRAM TYPICAL AIR SEALING AT WALL FRAMING DIAGRAM • NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SURVEY OF PROPERTY MANHANSET A VENUE A T GREENPORT TOWN OF SOUTHOLD o : SUFFOLK COUNTY, N. Y. PROJECT LIMITING SILT FENCE(AREA OF / n � RELOCATED 12.2'x 8.3'SHED DISTURBANCE 9,002 SQ.FT. U 1 1000-43-05-04 W z F�6z� _ EXISTING 12.2'x 8.3 SHED TO BE RELOCATEDSCALE. 7 '�20Lij ROPOSED 12 CULTEC FIELD STORM WATER EXISTING OIL TANK ON SLAB LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED WATER METER c j DRAINAGE SYSTEM(SEE ENGINEERING BY EN-CONSULTANTS ON SEPTEMBER 9TH,2020 cr PROPOSED 5.7'x 9.6'OUTDOOR SHOWER APRIL 1, 2021 I PLAN BY OTHERS FOR DETAILS) OVER GRAVEL BASE(PIPED TO DRAINAGE :D� SYSTEM) IN PLACE OF EXISTING SHOWER PROPOSED 2'x 2'BLUESTONE STEPPING W C L STONES EL.4.9' 1 WALL T r•L/ �J 2N BLOCK WALL p r „ WALL (� W � w Et 4.2' S87 05 0 E 0.3S , w I o _ 3� 1. 90 Q Q w �I - - - V U LLJ w I i--- I ZONEA o ? ° 1 I T®THOLE L---j (EL 6J Z73z AREA OF EXISTING NATURAL 1 // EL.4.6' 0000000000 0000000 00 VEGETATION TO REMAIN AS 1 {.� \ ❑ (3❑❑❑ .\ NON-DISTURBANCE BUFFER 1 Q _ ® Cb 20 DEWEY LANE GRAVEL DRIVEWAY HAMPTON BAY NY 1 39.4' ZONEAE i cb S, 1946 V EX.1&2 STY HOUSE P " _ L IFFEL 67 I l Z (EL 7) 1 I / -lz - n EXISTA BEDROOMS T 1 WETLANDS _ m Wale7in�,--- ---o,,��, r� � 0 N PROPS BEDROOMS El LIMIT OF PROPOSED 10-FT 1� 1 i i W `\ 1 `_ p V�1RE El WIDE NON-TURF BUFFER --=� �� EP r---z___�-- TO BE PLANTED WITH NATIVE 1 m PROPOSED I/A SANITARY h 0 t 0 \` © COPYRIGHT NOTICE: SYSTEM(SEE ENGINEERING PRO Y ADD. VERND j VEGITATION 1 l PLAN BY OTHERS FOR DETAILS) Z. - t-❑��❑❑❑❑❑ �� O ��- � � -� (EXISTING 1 STY.PORTION t,�,`, ClC7C1�7(]000pp0p0 r -*� i / ; FO � THE FOLLOWING DRAWINGS ARE AN O7- INSTRUMENT OF SERVICE AND SHALL I -y Of DWELLING AND j r10-I GE b REMAIN THE PROPERTY OF THE - _ t PORCH t ±95' i D ' 1h ARCHITECT.THE CONCEPTS AND EL.4.4' t,4.2< <\ 21 4 t _ _ _ _ I Z! I \ \ D� DESIGNS CONTAINED HEREIN ARE �, C7QCl❑ 000000 ❑ ❑C7� - � - - � � I I � � FE EDGEING '0 INTENDED FOR THE SPECIFIED LOCATION p TIMBER HEDGE - El.3.4v -� - - - )-I- - - -- - - - _ _ _ AND CLIENT. UNDER NO 0.3S k� 0.2E 3 \�/ CIRCUMSTANCES SHOULD THEY BE USED N87p05'00 rw �,` l2 �`^_�_ D J BY ANOTHER PARTY OR IN ANY OTHER 78. 77 \`� \`��-_-_-�� Z � LOCATION.NYCH A ANGES MADE TO THE PLANS 2, = NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF PROPOSED 4.5'x T COVERED PROPOSED 2'WIDE STEPPING STONE PATH PORCH AND 2'x T WOOD STEPS TO EXISTING FOOTBRIDGE m LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE PROPOSED 4'x 12'ROOF OVERHANG PROPOSED 16-0"x 12'-0"BLUESTONE ARCHITECT IS ALTERED,THE ARCHITECT PATIO ON GRADE SHALL AFFIX TO HIS ITEM THE SEAL AND 6A PROPOSED MINIMUM SETBACK THE NOTATION "ALTERED BY"FOLLOWED 6A PROPOSED MINIMUM SETBACK BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC PROPOSED 5.1'x 18.5'ADDITION TO DESCRIPTION OF THE ALTERATION. COVERED PORCH (WITH 2ND FLOOR ZONING INFORMATION GENERAL NOTES: DECK ABOVE)AND 2'x 16'STEPS EXISTING 8'x 18.1'COVERED PORCH TO TOTAL AREA OF PROPERTY: 22,150 SQ.FT. REMAIN AREA OF UPLAND PROPERTY: 16,925 SQ.FT. EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND NOTE: PROPERTY ZONING: R-40 VERIFY IN THE FIELD AS REQUIRED ALL CONSTRUCTION TO CONFORM FRONT YARD SETBACK:50'-0" WITH ALL APPLICABLE PROVISIONS 1 PROPOSED SITE PLAN RAISED/RENOVATED DWELLING WILL BE EQUIPPED WITH NEW OF THE CODE OF THE TOWN OF SIDE YARD SETBACK: 15'-0" SOUTHOLD,THE 2018 I.C.C.,THE 2020 BOTH SIDE YARDS:35'-0" WINDOWS BUILDING CODES OF N.Y.S.,THE 2020 SCALE: 1 " = 20' - 0" REAR YARD SETBACK:50'-0" N.Y.S. ENERGY CONSERVATION EXISTING HOUSE SQ.FT. CONSTRUCTION CODE,AND ALL OTHER LAWS GOVERNING BUILDING ALLOWABLE LOT COVERAGE 20% CONSTRUCTION AND SAFETY. 16,925 SQ.FT.x.20=3,385 SQ.FT.MAXIMUM ALLOWABLE EXISTING 1ST FLOOR 1,126 SQ.FT. EXISTING 2ND FLOOR 697 SQ.FT, EXISTING TOWN OF SOUTHOLD LOT COVERAGE TOTAL 1,823 SQ.FT. EXISTING HOUSE: 1,155 SQ.FT. EXISTING REAR COVERED PORCH: 136.5 SQ.FT. PROPOSED HOUSE SQ.FT.TOTALS M U R P H Y-CA R R O L L PROPOSED DRAINAGE CALCULATIONS' EXISTING SHED: 1, 92.5SQ. S RESIDENCE - TOTAL ROOF AND IMPERMEABLE AREA: 1510 FT2 TOTAL EXISTING: 1,392.5 SQ.FT. OR 8.2% PROPOSED 1ST FLOOR 1,126 SQ.FT. 2" RAIN FALL: x f12� PROPOSED TOWN OF SOUTHOLD LOT COVERAGE PROPOSED 2ND FLOOR 1,168 SQ.FT. 251.66FTs TOTAL 2,294 SQ.FT. TOTAL DRIVEWAY AREA x 2" RAINFALL HOUSE W/2ND FLOOR ADDITION: 1,155 SQ.FT. 2 3 0 1 N L E T L A N E GREENPORT , NY 11944 x .85 PERMEABILITY FACTOR: 198.75FT3 EXISTING REAR COVERED PORCH: 136.5 SQ.FT. SCTM# PROPOSED REAR COVERED PORCH ADDITION:92.31 SQ.FT. 3 PROPOSED 4'ROOF OVERHANG:42 SQ.FT. 1000-43-05-04 TOTAL DRAINAGE REQUIRED: 450.41 FT EXISTING SHED: 101 SQ.FT. TOTAL PROPOSED: 1,527 SQ.FT. OR 9.02% 1. INFORMATION AND TOPOGRAPHY DEPICTED ON THIS SITE PLAN (12) CULTEC C-4HD UNITS TOTAL PROPOSED WERE TAKEN FROM A SURVEY PROVIDED BY PECONIC DATE: MAY 05 2021 3 ROWS OF 4 UNITS W/ 8" STONE BASED: 461.35 FT EXISTING NYSDEC LOT COVERAGE SURVEYORS P.C. DATED APRIL 1,2021 ISSUED: EXISTING HOUSE: 1,155 SQ.FT. 2. DRAFT DESIGN ACCEPTS NO RESPONSIBILITY or LIABILITY FOR 2024-09-17 PERMIT SET GEOTEXTILE FABRIC EXISTING REAR COVERED PORCH AND STEPS: 144 SQ.FT. WORK PERFORMED BY or INFORMATION PROVIDED by _- SUPPORT POSTS OF WOOD OR METAL EXISTING SHED: 101 SQ.FT. OTHER AGENCIES. `c' TEST HOL E DA TA •. ��n MCDONALD GEOSCIENCE FRONT BRICK STEPS AND PATIO: 103 SQ.FT. EXISTING OIL TANK PAD:32 SQ.FT. 3.DRAFT DESIGN IS ALSO NOT LIABLE FOR THE ACCURACY of �Y.� FF t <I I l/30/202/ OUTDOOR SHOWER:38 SQ.FT. FLOW DIRECTION EL.4.6' INFORMATION OBTAINED BY THE CLIENT FROM OTHER EXCAVATED AND BACKFILLED TRENCH TOTAL EXISTING: 1,573 SQ.FT.9.29% AGENCIES. THIS DRAWING IS ONLY ACCURATE EXISTING GROUND j MIXED SAND AND LOAM n u, PROPOSED NYSDEC LOT COVERAGE ACCORDING TO THE INFORMATION GIVEN TO THE 71 ----- 3 DARKBROWNLOAM OL ARCHITECT by THE MUTUAL PARTIES. EL. 1.2' ----- 3.4' EXISTING HOUSE: 1,155 SQ.FT. CATER WATER IN DARK BROWN LOAM OL EXISTING REAR COVERED PORCH: 136.5 SQ.FT. ii-Ti=Ti=IIIITI=lil=lil-IiI-III=1il=III=1il lil=1 rI-III=1il=lil- l=1il-1i=lil=III-1il =lil=lil\il=lil- PROPOSED REAR COVERED PORCH ADDITION:92.31 SQ.FT. I I-ITI,=ITI-1 I�=ITI=ITI-III-ITI-I 11=ITI=ITI=1�_�!-I�I_ ITI=ITI=ITI-ITI=ITI-I�I-I��-1 11=ITI=1�1=ITI-ITi-I I I-ITi- ITI-I- -TI-, 1=TI-I 1=f- T_I-1 ! 1=ITi=ITI=ITi !I=AR IS 1 =I -1T=1 I-i ----i ii-_1_�0 11=ITI TI=li1=IT=ITI= -Ii1-IIi-Ii=111-1ii- -11-n = PROPOSED REAR STEPS OFF PORCH:32 SQ.FT. PROPOSED -I - -III=, % -III=III=„1-Ti=Ti=ITi=I =ITI - WATER IN BROWN CLA YEYSAND SC =1 I I-11=I I-1 I I / III=1I L-III-I 11=1I1=1 11=1 11=1 11=1I I--Z �1=1 - .ITI=ITI=ITI-ITI=Ii=liI=ITI=T- EXISTING SHED: 101 SQ.FT. 6' SITE PLAN TI-1i1=1i1=1r1 , li1=lit-1il-ITI=IiI=TI-lil- o EXISTING FRONT BRICK STEPS AND PATIO:-103 SQ.F.T (REMOVED) . N PROPOSED 4' ROOF OVERHANG AND STEPS:59.5 SQ.FT. 4" EXISTING OIL TANK PAD:32 SQ.FT. WATER IN PA L E BRO WN FINE SA ND 50 EXISTING OUTDOOR SHOWER:-38 SQ.FT. (REMOVED) PROPOSED BLUESTONE STEPPING STONES:508 SQ.FT. 13' PROPOSED REAR BLUESTONE TERRACE ON GRADE: 192 SQ.FT. TYPICAL SILT FENCE DETAIL WA TER ENCOUNTERED 3.4'BEL 0 W SURFA CE TOTAL PROPOSED:2,307.5 SQ.FT. OR 13.63% 1 A5. 4. 5-2" 2 42" 2 42 5„ 6'-11 , 8" 6'-11 LLJ (� v W Q I I PROPOSED POURED CONCRETE CHEEK � WALLS FOR STEPS �J PROPOSED POURED CONCRETE WALLS ^ < FOR TERRACE (u� PROPOSED SONOTUBES FOR OUTDOOR SHOWER r - r - -I r - I I I I I I I I I --------------------- _o ----------------- N L---------------i L---------------� L- N I -------------------7 ------------------------------- 20 DEWEY LANE HAMPTON BAYS, NY 11946 . I PROPOSED POURED CONCRETE i k , co © COPYRIGHT NOTICE: • I i SLAB FOR TERRACE ABOVE i ICO MAINTAIN 6.4'OFFSET I THE FOLLOWING DRAWINGS ARE AN I I +I FROM PROPERTY LINE INSTRUMENT OF SERVICE AND SHALL O REMAIN THE PROPERTY OF THE J ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE C�lcal I i LI ° INTENDED FOR THE SPECIFIED LOCATION I I o AND CLIENT. UNDER NO O i i i I I CIRCUMSTANCES SHOULD THEY BE USED I I I I I BY ANOTHER PARTY OR IN ANY OTHER CENTER OUTDOOR SHOWER LOCATION. L______________________________________ co BETWEEN WINDOWS i i r• ANY CHANGES MADE TO THE PLANS I I °•• NOT BY DRAFT, OR WITHOUT WRITTEN O I i ----------------------------------------- i CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE N 2 I i I i 2 ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND I i I i I THE NOTATION"ALTERED BY" FOLLOWED I i I I BY HIS SIGNATURE AND THE DATE OF i i I i I SUCH ALTERATION, AND A SPECIFIC 2 i I i I 2 DESCRIPTION OF THE ALTERATION. I • ' I ° ' I I , i i I I NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF EXISTING 16"TALL CRAWL SPACE SOUTHOLD,THE 2018 I.C.C.,THE 2020 I I I I BUILDING CODES OF N.Y.S.,THE 2020 I i I I N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL I i I I I EXISTING BLOCK FOUNDATION OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. I i I I I I I I I I I I I i --------------------- I MURPHY-CARROLL I I I I I I I RESIDENCE I I I I I I I I I i I I I IL-------------------------------------------------------� I 2 3 0 I N L E T L A N E ----------------------------- ------- -------------------------- -i I GREENPORT , NY 11944 �N I SCTM# 1000-43-05-04 `o 0 o GENERAL NOTES: DATE: OCTOBER 11 2023 PROPOSED SONOTUBES FOR FRONT PORCH FRAMING EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1 ISSUED: PROPOSED POURED CONCRETE DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND • � �� I 2024-09-17 PER 6f�IT-SET' , -10 SLAB FOR STEPS I VERIFY IN THE FIELD AS REQUIRED - _ EXISTING HOUSE SQ.FT, EXISTING 1ST FLOOR 1,126 SQ.FT. ' EXISTING 2ND FLOOR 697 SQ.FT. 6-3 3-5a TOTAL 1,823 SQ.FT. PROPOSED HOUSE SQ.FT.TOTALS 5.0 PROPOSED 1ST FLOOR 1,126 SQ.FT. PROPOSED PROPOSED 2ND FLOOR 1,168 SQ.FT. ' A4. TOTAL 2,294sQ.FT. FOUNDATION PLAN PROPOSED FOUNDATION PLAN N SCALE: 1/4" = 1' - 0" v� rr' O 4 18'-5"15-10" LLJ w W ry, �i w Q ------------------------------------------------ --------------------------- --- W3 - --------------- o , ' CV ----�\ ---Y --- -------DN-- ---------- ------ ` 3 \ _... 1----------------- 2 0 DEWEY LANE i II 1 HAMPTON BAYS, NY 11946 Mop i...... ..... ............. ............ .............. L.. I II _. __.. .._......... _..._...._... ._.........._ _ ._.....;..... _......._. _.. _ PROPOSED I o O COPYRIGHT NOTICE: COVERED ! J ^Lri c� THE FOLLOWING DRAWINGS ARE AN --------------- _...............,.....__.....................................__...... .. ...BLUESIQNE.TERRACE..............i._................__. _,,,,__,,,_, l.. w ¢ N INSTRUMENT OF SERVICE AND SHALL W REMAIN THE PROPERTY OF THE { O ¢ D ARCHITECT.THE CONCEPTS AND _.......... ........................€............_....._..,......_..._........... ............ ........_._. .._........ ......_�...' c� DESIGNS CONTAINED HEREIN AREATION 1 OS KITCHEN ( < INTENDED FOR THE SPECIFIED LOCATION � p _ ExlsrwG C.H.:B'z; ..... W1 Z " AND CLIENT. UNDER NO w I CIRCUMSTANCES SHOULD THEY BE USED O BY ANOTHER PARTY OR IN ANY OTHER � PROPOSED __ �_.. _._.._...... . ........... _..�. ......__....__.__...._.__.._..........�._._._........._...__.._. ¢ 3 LOCATION. _ O z i I , M N OUTDOOR SHOWER o z __. . �r ANY CHANGES MADE TO THE PLANS Lu Z w --- NOT BY DRAFT, OR WITHOUT WRITTEN w 1„ _ CONSENT OF DRAFT IS IN VIOLATION OF U LL, 42 LAW AND STRICTLY PROHIBITED. IF AN co t o4l PO DER Roots' ITEM BEARING THE SEAL OF THE , _ 2 — EXISTING - C. .: 2-" W2 2 ARCHITECT IS ALTERED,THE ARCHITECT CONTRACTOR TO VERIFY IF A5 SHALL AFFIX TO HIS ITEM THE SEAL AND . A I THE NOTATION"ALTERED BY" FOLLOWE D FIREPLACE CAN BE CLOSED OFF BY HIS SIGNATURE AND THE DATE OF - AND THE FOOTPRINT OF THE SUCH ALTERATION, AND A SPECIFIC W4 EXISTING H '_z ' O I FIREPLACE/CHIMNEY REDUCED TO 2 1 O6 HOME OFFICE c. „8 , e p ONLY WHAT IS NECESSARY TO VENT,;'..:..;; DESCRIPTION OF THE ALTERATION. O I BOILER 2 b a 4.1 1 07 MECH ROOM FURN. y I - NOTE: mloo EXISTING C.H.:8'-2 ALL CONSTRUCTION T O O CONFORM. O M 0 WITH ALL APPLICABLE PROVISIONS N l.o l cal 0 _ +I W I H• •H M�� OF THE CODE OF THE TOWN OF I o0 _______ _____ 'I _ I SOUTHOLD E 2<,• THE 018 LC.C. THE 2020 ------------- I -------- BUILDING CODES OF N.Y.S.,THE 2020 'LIVING.RO:QM::::.;!: N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL ------- , ,..,..,..: GOVERNING BUILDING ----- VE L CONSTRUCTION AND SAFETY. ------------- I I z I = w a ='� FULL " Z I I I - -- i REMOVE WOOD RAILING.PROVIDE CABLE I RAILING BEDROOM 4 --- -- -- M U R P H Y-C A R R O L L EXISTING CA:8'-2 4" - --- -- - -- 1 UP RESIDENCE L=-- -- - -- - 2 3 0 1 N L E T L A N E j GREENPORT , NY 11944 L---------------- 'l Ol FC�IYER D1 _ �i � � SCTM# I � EXISTING C.H.:a'z;' 1000-43-05-04 I� - - CD DATE: OCTOBER 11 2023 -' GENERAL NOTES: LINE of PROPOSED FLAT ROOF EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: OVERHANG ABOVE - DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND 2024-09-17 PERMIT SET PROPOSED TREX PORCH AND STEPS VERIFY IN THE FIELD AS REQUIRED _ EXISTING HOUSE SQ.FT. CENTER ON DOOR EXISTING 1ST FLOOR 1,126 SQ.FT. EXISTING 2ND FLOOR 697 SQ.FT. TOTAL 1,823 SQ.FT. �. /v _\f." {U PROPOSED HOUSE SQ.FT.TOTALS A5. PROPOSED 1ST FLOOR 1,126 SQ.FT. PROPOSED PROPOSED 2ND FLOOR 1,168 SQ.FT. 1 ST FLOOR PLAN A4. TOTAL 2,294 SQ.FT. PROPOSED IST FLOOR PLAN N SCALE: 1/4" = 1' - 0" 0 PROPOSED ADDITION I A5. v-, O LU - W z - ±18'-O$'ALIGN WITH 1STFLOOR SOUTH WALL w < T. . PROPOSED CABLE RAILING c : ( Q PROPOSED TREX DECKING --- ---- ------ 2 0 DEWEY LANE .': HAMPT N BAYS, NY 11946 D4 �, : .:•: = :'::'. 203' PRIMARY BEDROOM © COPYRIGHT NOTICE: EXISTING C.H.:8'2 4' _ THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL �\ b ll ,,l QUEEN �o REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INT ENDED FOR TH E HE SPECIFIED • 204 BEDR C`'M'< C ED LOCATION --- AND CLIENT. UNDER NO PROPOSED — CIRCUMSTANCES SHOULD THEY H Y BE USED =2'-1'= 15"6� : :` 5z CENTER WINDOW IN BY ANOTHER PARTY OR IN ANY OTHER 8'-6" QUEEN BEDROOM LOCATION. ANY CHANGES MADE TO THE PLANS 2071 PRIM.PONDER \ NOT BY DRAFT, OR WITHOUT WRITTEN DPROPOSED M :'.Y'. ^iN CONSENT OF DRAFT IS IN VIOLATION OF O 4 ! I rr I LAW AND' N STRICTLY PRO HIBITED. IF AN bo ITEM BEARING THE SEAL OF THE 2 ARCHITECT IS ALTERED,THE ARCHITECT A 10'.7" i SHALL AFFIX TO HIS ITEM THE SEAL AND o ba 2 202, BATHROOM 1 r e FOLLOWED THE NOTATION "ALTERED BY" • _ BY HIS SIGNATURE AND THE DATE OF EXISTING C.H.:B'-2;' 206', BATHROOM ° r - _ SUCH ALTERATION AND A SPECIFIC L II I � DESCRIPTION OF THE ALTERATION. Pk U.:U O W10 • r � N 3`24: CENTER WINDOW IN r b a r \ BATHROOM WW�l R:, 'A x.;..,..... �1 \ NOTE: \ oo ALL CONSTRUCTION TO CONFORM J : 1 WITH ALL APPL ICABLE PROVISIONS F-10 OF THE CODE OF THE TOWN OF - �«.. - - • SOUTHOLD,THE 2018 I.C.C.,THE 2020 BUILDING CODES OF N.Y.S.,THE 2020 - - - N.Y.S. ENERGY CONSERVATION 205 BEDROOM b. CONSTRUCTION CODE,AND ALL - - - - - OTHER LAWS GOVERNING BUILDING PROPOSED CONSTRUCTION AND SAFETY. W1 l CENTER WINDOW IN FULL N QUEEN BEDROOM ------------- 201 BEDROOM 2 \ �o •EXISTING C.H.:B'24' ------------- 9 S J : ------------- 4_1 �� --- mh 00 MU - L 208� POWDER OOM 2 RESIDENCE -- I W6 PROPOSED I I I I I I 2 3 0 I N LET LANE ___________ __________ G R E E N P O R T , NY 1 1 9 4 4 I SCTM# I PROPOSED EPDM FLAT ROOF PITCHED TO I 1000-43-05-04 GUTTERS.ALL GUTTERS ARE TO BE PIPED TO ----------------- A DRYWELL I DATE, OCTOBER 10 2023 GENERAL NOTES: I EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: ±7 8$ ±8 32 DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND I 2024-09-17 PERMIT-SET_, CENTER WINDOW ON LIVING ROOM VERIFY IN THE FIELD AS REQUIRED WINDOW BELOW ��✓��\ \\ I ±16'-0"ALIGN WITH 1ST FLOOR SOUTH WALL EXISTING HOUSE SQ.FT. EXISTING 1ST FLOOR 1,126 SQ.FT. IEXISTING 2ND FLOOR 697 SQ.FT. TOTAL 1,823 SQ.FT. IPROPOSED HOUSE SQ.FT.TOTALS PROPOSED ADDITION _ A5' PROPOSED 1ST FLOOR 1,126 SQ.FT. PROPOSED PROPOSED 2ND FLOOR 1,168 SQ.FT. 2ND FLOOR PLAN TOTAL 2,294 SQ.FT. 4.0 PROPOSED 2ND FLOOR PLAN N SCALE: 1/4" = 1' - 0" PROPOSED ADDITION I 1 A5.0 L� 0 J II -) w A4. v J I-_ . � W z n Lij II- �- W I,....... Q _ I I - - - ---- -- - - -- - - -- -- -- --- -- - - --- I - -- --- - - - - -- -- -- 2 0 DEWEY LANE HAMPTON BAYS, NY 11946 -- - - © COPYRIGHT NOTICE: it ' I THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL I REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND ( ' DESIGNS CONTAINED HEREIN ARE I INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO I CIRCUMSTANCES SHOULD OU THEY i E B USED BY ANOTHER A P RTY OR IN ANY OTHER LOCATION. E ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN I, I CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE I ARCHITECT IS ALTERED THE 2 AR CHITECT CHITE CT 2 SHALL AFFIX TO HIS ITEM THE A5. SEAL AND THE NOTATION"ALTERED BY"FOLLOWED tit BY HIS SIGNATURE AND THE DATE OF ft t SUCH ALTERATION, AND A SPECIFIC 2 2 DESCRIPTION OF THE ALTERATION. 4. it t 4.1 - I j NOTE: I„ ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS r OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 PROPOSED ASPHALT SHINGLE ROOF TO I MATCH EXISTING BUILDING CODES OF N.Y.S.,THE 2020 N.Y.S. ENERGY CONSERVATION f CONSTRUCTION CODE,AND ALL OTHER LAWS GOVERNING BUILDING I p CONSTRUCTION AND SAFETY. r I III i I MURPHY-CARROLL I - -- - - - -_ - - - -'J ------- -- --- --- -- -_r-- RESIDENCE I I I I I I I 2 3 0 INLET LANE GREENPORT , NY 11944 ISCTM# 1000-43-05-04 PROPOSED EPDM FLAT ROOF PITCHED TO I GUTTERS.ALL GUTTERS ARE TO BE PIPED TO GENERAL NOTES: • A DRYWELL I DATE: OCTOBER 10 2023 IEXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±l" ISSUED: DUE TO EXISTING CONDITIONS.CONTRACTOR TO CONFIRM AND 2024-09-17 PERMITSE I VERIFY IN THE FIELD AS REQUIRED EXISTING HOUSE SQ.FT. EXISTING 1ST FLOOR 1 126 SQ.FT. / I EXISTING 2ND FLOOR 697 SQ.FT. TOTAL 1,823 SQ.FT. `\'` �u EW I PROPOSED HOUSE SQ.FT.TOTALS PROPOSED ADDITION PROPOSED 1ST FLOOR 1,126 SQ.FT. PROPOSED PROPOSED 2ND FLOOR 1,168 SQ.FT. ROOF PLAN TOTAL 2,294 SQ.FT. A . PROPOSED 2ND FLOOR PLAN N SCALE: 1/4" = 1' - 0" • ` EXTEND CHIMNEY ABOVE PROPOSED ROOF LINE AND APPLY STUCCO a_ J PROPOSED ASPHALT SHINGLE ROOF ( /� W u / I— PROPOSED 1 x 6 AZEK FASCIA PAINTED ""`""""''""'" """ ="'" PROPOSED ASFHALT SHINGLE ROOF Z TO MATCH SIDING .. K FASCIAPAINTED TO MATCH SIDING ` PROPOSED 1 x 6 AZEK W 1' TOP OF EXIST,PLATE Lij = PROPOSED HARDIE PLANK HORIZONTAL "' a. PROPOSED HARDIE PLANK HORIZONTAL = SIDING(COLOR T.B.D.) SIDING(COLOR T.B.D.) I w -- , PROPOSED 1 x 4 AZEK CASING PAINTED - PROPOSED 1 x 4 AZEK CASING PAINTED Ylo TO MATCH SIDING - TO MATCH SIDING 01 o Q „ +. o •- ... .... ....... PROPOSED AZEK FASCIA BOARD ON .. PROPOSED AZEK FASCIA BOARD ON W , ::: ---- -- © ,,,, `\ = FLAT ROOF PAINTED TO MATCH SIDING ,,,.... _. __...., FLAT ROOF PAINTED TO MATCH SIDING v .. ........... ... a . TOP OF EXIST.FIN FLOOR _ T,- _.._ _ r -.._ _ — — (EL. 15--8 g) m^ ........:. TO 0k: A: TOP OF EXIST.PLATE PROPOSED HARDIE PLANK HORIZONTAL m.. 2 O D E W E Y LANE 3 5, SIDING(COLOR T.B.D. (EL. 14 11 ` PROPOSED HARDIE PLANK HORIZONTAL HAMPTON BAYS, NY 1 1946 , a. ,. PROPOSED 1 x 4 AZEK CASING PAINTED `"" ,' SIDING(COLOR T.B.D.) TO MATCH SIDING ' ' c —PROPOSED 1 x 4 AZEK CASING PAINTED a:.. TO MATCH SIDING L LLI I EA © COPYRIGHT NOTICE: . ....... Lj-- - THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL D1 REMAIN THE PROPERTY OF THE TOP OF EXIST.FIN FLOOR T — --7 ..:.: -- �`'`".. .. ARCHITECT.THE CONCEPTS AND (EL 6' 88") = DESIGNS CONTAINED HEREIN ARE s TOP OF GRADE - INTENDED FOR THE SPECIFIED LOCATION (EL.5'-0") AND CLIENT. UNDER NO I CIRCUMSTANCES SHOULD THEY BE USED I I BY ANOTHER PARTY OR IN ANY OTHER LOCATION. I ______________________________ ANY CHANGES MADE TO THE PLANS . I 1 I-�------------------------------------------------------------------------------------------------------------------ --------�--�- -I NOT BY DRAFT, OR WITHOUT WRITTEN ' ---------- ------i------------------------------------------------------------------- CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE PROPOSED TREX FRONT PORCH AND ARCHITECT IS ALTERED,THE ARCHITECT STEPS SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROPOSED WEST ELEVATION SCALE: 1/4" = I' - 0" NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF EXTEND CHIMNEY ABOVE PROPOSED SOUTHOLD,THE 2018 I.C.C.,THE 2020 ROOF LINE AND APPLY STUCCO BUILDING CODES OF N.Y.S.,THE 2020 w, I?lil PROPOSED HARDIE PLANK HORIZONTAL N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL SIDING(COLOR T.B.D.) OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. PROPOSED ASPHALT SHINGLE. S GLE ROOF , MU ROL RPHY CAR L � TOP OF EXIST.PLATE RESIDENCE SIDENCE K PROPOSED HARDIE PLAN HORIZONTAL : SIDING(COLOR T.B.D.) w - 3 PROPOSED 1 x 4 AZEK CASING PAINTED W10_.... TO MATCH SIDING , o ag GREENPORTE NYL11944 z X :.,. -.. . ..... ..:.::::. .:�:.., � a...... ,,,.. . .,: .. ;:... � .. .. _...... .. .... PROPOSED AZEK FASCIA BOARD ON 1000-43-OS-04 _ FLAT ROOF PAINTED TO MATCH SIDING z . � TOP OF EXIST.FIN FLOOR (EL. 15'-8 -GENERAL NOTES: EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±l" ISSUED: TOP OF EXIST.PLATE EL 4'- DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND (EL.1 11 - 2024-09-17 PERMIT SET VERIFY IN THE FIELD AS REQUIRED EXISTING HOUSE SQ.FT. W4 W5 n EXISTING 1ST FLOOR 26 SQ.FT. , EXISTING 2ND FLOOR 697 SQ.FT. „ TOP OF EXIST FIN FLOOR . 00 -� L 23 SQ.FT. \-y 3" A 18 TOP OF GRADE (EL.5'-0") PROPOSED HOUSE SQ.FT.TOTALS • I I . I 1 j PROPOSED 1ST FLOOR 1,126 SQ.FT. PROPOSED ------------------------------------------------------------------------------------------------------------------------------------------------------------------, PROPOSED 2ND FLOOR 1,168 SQ,FT. ELEVATIONS L--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------' TOTAL 2,294 SQ.FT. Z PROPOSED NORTH ELEVATION SCALE: 1/4" = I' - 0" EXTEND CHIMNEY ABOVE PROPOSED o �' ROOF LINE AND APPLY STUCCO N J W PROPOSED ASPHALT SHINGLE ROOF Z PROPOSED ASPHALT SHINGLE ROOF PROPOSED 1 x 6 AZEK FASCIA PAINTED TO MATCH SIDING M' PR POSED I x6 AZEK FASCIA PAINTED DI NG PROPOSED 1 x 4 AZEK CASING PAINTED W TO MATCH SIDING __. ..._ ... fi TOP OF EXIST.PLATE (EL.23' 11 8„ = PROPOSED HARDIE PLANK HORIZONTAL W SIDING(COLOR T.B.D.) -- PROPOSED HARDIE PLANK HORIZONTAL J ,_.,.. SIDING COLOR T.B.D.) PROPOSED FEENEY S S CABLE RAIL SYSTEM o \` PROPOSED lI xi4 AZEK CASING PAINTED Q PROPOSED TREX DECKING TO MATCH SIDING + o D5 ... NG , z z ;_ LL� �k, 1 W TOP OF EXIST.FIN FLOOR _ v.. a ry,:: PROPOSED HARDIE PLANK HORIZONTAL ;; .: ' r _____ 20 DEWEY LANE TOP OF EXIST.PLATE _ _ _ _ PROPOSED 1 x 4 AZEK CASING PAINTED �, — 5, SIDING(COLOR T.B.D.) ' a,: TO MATCH SIDING HAMPTON BAYS, NY 11946 (EL. 14'-11 g' PROPOSED 1 x 4 AZEK CASING PAINTED s: ' TO MATCH SIDING PROPOSED BLUESTONE TERRACE WITH STUCCO ON WALLS a.... © COPYRIGHT NOTICE: PROPOSED BLUESTONE STEPS WITH STUCCO -- - -- THE FOLLOWING DRAWINGS ARE AN LL� ::.: .:::ON RISERS ;;;,I "' ". " INSTRUMENT OF SERVICE AND SHALL TOP OF EXIST.FIN FLOOR .... .. REMAINE PROPERTY OF THE ` ARCHITECT THE CONCEPTS AND ( s I DESIGNS CONTAINED HEREIN ARE TOP OF GRADE ' - ... ... INTENDED FOR THE SPECIFIED LOCATION OILAND CLIENT. UNDER NO (EL.5' 0") CIRCUMSTANCES SHOULD THEY BE USED I I I I ' I BY ANOTHER PARTY OR IN ANY OTHER . LOCATION. I I • ;-�----------------------------------------------------------------------------------------------;--=-------------------------------------------------------------------------------------------------� ANY CHANGES MADE TO THE PLANS-� NOT BY DRAFT, OR WITHOUT WRITTEN ' --------------------------'----------------------------------------------------------------------------------------------------- CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC (D= DESCRIPTION OF THE ALTERATION. PROPOSED EAST ELEVATION SCALE: 1/4" = 1' - 0" NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 BUILDING CODES OF N.Y.S.,THE 2020 N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. EXTEND CHIMNEY ABOVE PROPOSED lei ROOF LINE AND APPLY STUCCO : - PROPOSED ASPHALT SHINGLE ROOF PROPOSED 1 x 6 AZEK FASCIA PAINTED MU ROL `., RPHY CAR L �1 TOP OF EXIST.PLATE TO MATCH SIDING (EL.23' 11 8' PROPOSED 1 x 4 AZEK CASING PAINTED PROPOSED FEENEY�/S CABIEf�AIL SYSTEM RESIDENCE ....... = TO MATCH SIDING :v � _::;...... _._....,. PROPOSED TREX DECKING w oPROPOSED AZEK FASCIA BOARD ON 2 3 O INLET LAN E o FLAT ROOF PAINTED TO MATCH SIDING ` 1 . � LL GREENP RT , NY 1944 rZv ... .......... .... . ... .... ::`'Y... .. 1000-43-05-04 vv" F TOP OF EXIST.FIN FLOOR = — _ ,,, DATE: ANUARY 15 2021 (EL. 15 8g) M^ GENERAL NOTES: _. DA � TOP OF EXIST.PLATE ENSIGNS COULD POTENTIALLY BE INACCURATE OF±1" ,c PROPOSED HARDIE PLANK HORIZONTAL k. „ EXISTING DIMENSIONS - EL. 14 -11 � � �:.. �^�' -: ` : '� � I: STING CONDITIONS. CONTRACTOR TO CONFIRM AND s, ISSUED: SIDING COLOR T.B.D. DUE TO EXISTING ( I ; ' POSED BLUESTONE TERRACE WITH VERIFY IN THE FIELD AS REQUIRED QU ET , STUCCO ON WALLS ' ....... ..... _......... - BLUESTONE STEPS WITH STUCCOEXISTING SQ.FT. - r � t HOUSE ON RISERS ' c FLOOR 1,126 SQ.FT I EXISTING 1ST i i r t. ;..:. : ._::., `. °:. EXISTING 2ND FLOOR 697 SQ.FT. u�. TOP OF EXIST.FIN FLOOR , . ..�� ...�......� .�. TOTAL 23 SQ.FT. (EL.6 -88) ,v : OIL TOP OF GRADE (EL.5' o") PROPOSED HOUSE SQ.FT.TOTALS I I I I I I PROPOSED 1ST FLOOR 1,126 SQ.FT. PROPOSED - ; -- ----------------------------------------------------------------i-;-------�-; PROPOSED 2 N D FLOOR 1,168 SQ.FT. ELEVATIONS I t ---_ TOTAL 2,294 SQ.FT. 2 PROPOSED SOUTH ELEVATION 0 SCALE: 1/4" = I' - 0" TYPICAL PROPOSED ROOF CONSTRUCTION -ASPHALT SHINGLES TO MATCH EXISTING -WATERPROOF UNDERLAYMENT -3/4"THICK PLYWOOD SHEATHING -2x12 ROOF RAFTERS @ 16"O.C. vri -INSULATION AS PER RES CHECK c.... -1/2"THICK SHEETROCK U.O.N. C TYPICAL PROPOSED WALL CONSTRUCTION TYPICAL PROPOSED WALL CONSTRUCTION L -SEE ELEVATIONS FOR EXTERIOR WALL FINISH SEE ELEVATIONS FOR EXTERIOR WALL FINISH - -5/8"C.D.X.PLYWOOD SHEATHING.NOTE:FIRST -5/8"C.D.X.PLYWOOD SHEATHING.NOTE:FIRST LZ W COURSE TO BE PRESSURE TREATED _ - COURSE TO BE PRESSURE TREATED -2x6 WALL STUDS @ 16"O.C. -2x6 WALL STUDS @ 16"O.C. W 1 -INSULATION AS PER RES CHECK -INSULATION AS PER RES CHECK -1/2"THICK SHEETROCK U.O.N. -1/2"THICK SHEETROCK U.O.N. t-- TOP OF EXIST.PLATE (EL.23'-11 8' - W I....... PROPOSED FEENEY CABLE RAIL SYSTEM -{�- n/ u i x af o q \ EXISTING 2 x 8 FLOOR JOISTS ' • max, TYPICAL 2ND FLOOR DECK • a I o Afl TOP OF EXIST.FIN FLOOR -TREX DECKING_ ' - -SLEEP-ERS-RIPPED TOI-EVEL-D€CK -- __- - -EPDWUBBER-ROOFMEMBRANE OVER-PITCHED RIGID INSULATION,PITCHED TO ROOF DRAINS 20 DEWEY LANE TOP OF EXIST.PLATE -2x6 JOISTS @ 16"O.C. (EL. 14'-11a" ` - -HARDY PLANK CEILING HAMPTON BAYS, NY 11946 EXISTING 2 x 4 WOOD FRAMED WALL TO REMAIN bo PROPOSED POURED CONCRETE SLAB WITH BLUESTONE.SEE © COPYRIGHT NOTICE: ' STRUCTURAL DRAWINGS FOR SIZING AND REINFORCING DETAILS THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE TOP OF EXIST.FIN FLOOR (EL.6'-8 a") - - _ _ -- --- - - _ _ ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE OIL TOP OF GRADE _ _ _ _ __ _ _ _ _ _ _ _ � _ � _ INTENDED FOR THE SPECIFIED LOCATION EL.5'-0" __=!=! I III-1 I I-1 I I-1 I I-1 I I-III-1 I I-1 l 1-1 I I-11I I AND CLIENT. UNDER NO - -i _ II II III II II _ -III=11-111 III CIRCUMSTANCES SHOULD THEY BE USED =1 1 - - 1= Ir11 II 1 I-1 I I=1I 1-I-1 I' II I II II I-1I I-1 I IIII 11 I I-1 I II I IIIII I =1I I-1I I-11=1I I-I1 I I I I_ -III II=I -I =I -I I=III=III III=III=III=III-III III-III =III=11_III=1 =III=III BY ANOTHER PARTY OR IN ANY OTHER - EXISTING 2 x 8 FLOOR JOISTS � �_ 7Y�I ' '' ��rrr-T _ _ _ - .1 1_1 I- 1 1=1 1=1 1 ! 1- 1 - 1 1=1 1=1 1=1 1 1 1=1 1=1 1=1 1=1 1=1 1=1 I I , II11=1 1=1 1=1 1=1 1=1 =1I-III-III =1 I-III- 1I=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 =1 = _ = = _ _ _ - EXISTING FOUNDATION WALLI_I LI I_. I_I 11= -1I I_I_I_I I_I I III-1 I!-1 I I-�l i-1 I I-1 I I-1�I-III-1 I I1 I I-11 I-1 I I-11 I-1 I I-11 I-1 I I-III- J Wi m i l ii l 1=1 I I LOCATION. _=�1 I Ill= IIIIII-III-1 11=1 I i=1 I1=f I I=1 I1=1 I_I=_I 11=1I 1=1 I I=1I I-1 I I-III1I I1 I I-III-1 11=1 I1=1 I1=1 '.� I=1 11=1I I=I 11=1I I-I 11=1 I I III=III=III=II I=III=II I=III=III=III=III=III=III= II III_IIIII! IIII IIIII-III=III_I1i=11_III_III_III_III_I11 =III_II-II_I!I_III ANY CHANGES MADE TO THE PLANS EXISTING POURED CONCRETE SLAB � L�_ - - � _�- - NOT BY DRAFT, OR WITHOUT WRITTEN `�11-III-II 1L-1i1-1 -1 -1 1"`�I I I Il i lI III llLJ1�-,� =III=III=III=III=III=-III=-III-IIII =I I I-I I I=hl I-III=11y _ =III-III-111 III-III WIHII -III-I IY CONSENT OF DRAFT IS IN VIOLATION OF -III=III=III=III-III= LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROPOSED EAST ELEVATION SCALE: 1/4" = 1' - 0" NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 BUILDING CODES OF N.Y.S.,THE 2020 N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL OTHER LAWS GOVERNING BUILDING TYPICAL PROPOSED ROOF CONSTRUCTION CONSTRUCTION AND SAFETY. -ASPHALT SHINGLES TO MATCH EXISTING 12 -WATERPROOF UNDERLAYMENT EXISTING 2 x 8 ROOF RAFTERS 3 -3/4"THICK PLYWOOD SHEATHING -2x12 ROOF RAFTERS @ 16"O.C. -INSULATION AS PER RES CHECK 1/2"THICK SHEETROCK U.O.N. MURPHY-CARROLL TOP OF EXIST.PLATE �- — RESIDENCE J ~ TYPICAL PROPOSED WALL CONSTRUCTION \ / -SEE ELEVATIONS FOR EXTERIOR WALL FINISH Q 2 3 0 1 N L E T L A N E o ` -5/8"C.D.X.PLYWOOD SHEATHING.NOTE:FIRST Z G R E E N P O R T NY 1 1 9 4 4 COURSE TO BE PRESSURE TREATED z EXISTING 2 x 4 WOOD FRAMED w SCTM# 1__: WALL TO REMAIN �g� ) -2x6 WALL STUDS @ 16"O.C. O X J1, -INSULATION AS PER RES CHECK co 1000-43-05-04 -1/2"THICK SHEETROCK U.O.N. F- Lu \ = DATE:JANUARY 15 2021 TOP OF EXIST.FIN FLOOR - � � _ (EL. 15'-81") m^ -GENERAL NOTES: TOP OF EXIST.PLATE - - O ALL GUTTERS TO BE PIPED TO DRYWELLS ISSUED: (EL. 14' 11 8" EXISTING 2 x 8 FLOOR JOISTS ' EXISTING 2 x 8 FLOOR JOISTS 2024-09-17 PERMIT A& EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" o DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND VERIFY IN THE FIELD AS REQUIRED EXISTING 2 x 4 WOOD FRAMED ' \ •I (-� ', -EXISTING 2 x 4 WOOD FRAMED ' •��: WALL TO REMAIN ? WALL TO REMAIN `3 " -� - EXISTING HOUSE SQ.FT. y Al TOP OF EXIST.FIN FLOOR ` `= EXISTING 2ND F IST OOOR OR 1696SQ.FT. _ \ �+/�1-nI� / TOP OF GRADE - TOTAL 1,823 SQ.FT. (EL.5'-0") EXISTING 2 x 8 FLOOR JOISTS �I I II��-� - I1111 IIIIIIIIIII EXISTING FOUNDATION WALL - _!_- = _===__ ===_- __ _-_-__--------------- -- -,_ _ _ m it rr, =1I I _ - - _ _ _ _ _ _ _ - - 11I I! PROPOSED HOUSE SQ.FT.TOTALS EXISTING POURED CONCRETE SLAB .-III-1!I-IIIIIIIIIIII=11;_-IIIIII-III-III-III-IIIIII-II�_III-III-III-III- ��1=III=III-III=IIIIIIIIIIII-III=III-IIIIIIIII=IIIIII=1!1=III--Ili=III-I'1=III-III-III-IIIIII-III11i=III=III=III=III=III- PROPOSE =I D I-1 IIII-1 I I!l-1 -1 I-1 -1 I-11-1 -1 I-1 -1 -1 ' �'�111=1 11=1 11=1 I I I I 1=1 I I III I_I.1=1 I I I I 1=1 I I I I 1=1 I I=1 11=1 11=1 11=1 11=1 I'=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I_I 11=1 11=1 11=1 I!=1 11=1 11=1 I CI I I I I 1=1 I I I I 1=1 I I I I 1=1 I I i I!=1 I I III-!1 1 �' �� =ICI- 11 III III 111_ll� II1 11�=111 11�=1 = SECTIONS PROPOSED 1ST FLOOR 1,126 SQ.FT. PROPOSED 2ND FLOOR 1,156 SQ.FT. TOTAL 2,282 SQ.FT. 2 PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1' - 0" WINDOW SCHEDULE LOCATION TYPE QTY. ELEVATION DESCRIPTION UNIT SIZE R. 0. SIZE HEADER/HEIGHT WINDOW# Roots# LOCATION COMMENTS WIDTH WIDTH CALL NUMBER HEIGHT HEIGHT WINDOW# BTM CF HEADER ELEV. try W08 EL:MATCH EXIST. W08-RM#206-BATHROOM 2 TEMPER GLASS ��✓) ANDERSON 400 SERIES EACH UNIT W 10 EL:MATCH EXIST. WI 0-RM#202-BATHROOM I '. AWNING WINDOW % SEE MANUFACTURER I-_ 2,_X is„16 ROUGH OPENING Z A 2 DIMENSIONS W — 21-4 8" AW3I n Lu W WINDOW# BTM CF HEADER ELEV. I— ANDERSON 400 SERIES W07 EL:MATCH EXIST. W07-RM#205-BEDROOM 6 H IIIEACH UNIT W09 EL:MATCH EXIST. W09-RM#204-BEDROOM 5 I AWNING WINDOW SEE MANUFACTURER T \ 2' -X 15i 16 ROUGH OPENING tJ B 2 DIMENSIONS < 2'-4 8' < (2)AW31 Q DIRECT MULLED WINDOW# BTM CF HEADER ELEV. W01 EL:MATCH EXIST. WO -RM#105-KITCHEN WINDOW MEETS NYS EGRESS REQUIREMENTS ANDERSON 400 SERIES EACH UNIT W02 EL:MATCH EXIST. W02-RM#103-LIVING ROOM WINDOW MEETS NYS EGRESS REQUIREMENTS CASEMENT WINDOW W04 EL:MATCH EXIST. W04-RM#106-BEDROOM 3 WINDOW MEETS NYS EGRESS REQUIREMENTS 2' - 11 16„ SEE MANUFACTURER W05 EL:MATCH EXIST. W05-RM#102-BEDROOM 4 WINDOW MEETS NYS EGRESS REQUIREMENTS ROUGH OPENING WI I EL:MATCH EXIST. WI I -RM#201 -BEDROOM 2 WINDOW MEETS NYS EGRESS REQUIREMENTS 2 W E Y LAN E H O 0 D D E E BAYS, NY 1194E C 5 X DIMENSIONS 4'- 11e" CXW 15 • WINDOW# BTM CF HEADER ELEV. W06 EL:MATCH EXIST. W06-RM#205-BEDROOM 6 WINDOW MEETS NYS EGRESS REQUIREMENTS © COPYRIGHT NOTICE: ANDERSON 400 SERIES EACH UNIT W12 EL:MATCH EXIST. W12-RM#103-LIVING ROOM WINDOW MEETS NYS EGRESS REQUIREMENTS THE FOLLOWING DRAWINGS ARE AN CASEMENT WINDOW INSTRUMENT OF SERVICE AND SHALL 2,- 0 a, SEE MANUFACTURER REMAIN THE PROPERTY OF THE ROUGH OPENING ARCHITECT.THE CONCEPTS AND D 2 i X �� DIMENSIONS DESIGNS CONTAINED HEREIN ARE Lj Ll I L==z=jj\ 4- 11 s INTENDED FOR THE SPECIFIED LOCATION CW35 AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER WINDOW# BTM CF HEADER ELEV. LOCATION. ANDERSON 400 SERIES W03 EL:MATCH EXIST. W03-RM#105-KITCHEN ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN PICTURE WINDOW EACH UNIT CONSENT OF DRAFT IS IN VIOLATION OF 4'- 1 1 e" SEE MANUFACTURER BEARINGLAW AND STRICTLY ITEM THE SEAL OF THE IF AN THE ROUGH OPENING 2 x DIMENSIONS ARCHITECT IS ALTERED,THE ARCHITECT 2'- 11 16" SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED P5030 BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. EXTERIOR DOOR SCHEDULE LOCATION NOTE: TYPE QTY. ELEVATION DESCRIPTION LEAF SIZE R. 0. SIZE HEADER/HEIGHT WINDOW# Roots# LOCATION COMMENTS ALL CONSTRUCTION TO CONFORM WIDTH WIDTH WITH ALL APPLICABLE PROVISIONS X X OF THE CODE OF THE TOWN OF HEIGHT HEIGHT SOUTHOLD,THE 2018 I.C.C.,THE 2020 CALL NUMBER BUILDING CODES OF N.Y.S.,THE 2020 N.Y.S. ENERGY CONSERVATION DOOR# BTM OF HEADED ELEV. CONSTRUCTION CODE,AND ALL OTHER LAWS GOVERNING BUILDING r DI EL:MATCH EXIST. D I -RM#XXX-FRONT DOOR GLASS TO BE TEMPERED CONSTRUCTION AND SAFETY. FRONT DOOR DOOR MANUFACTURER T.B.D. 3' - 0 " X 6'- 8" SEE MANUFACTURER A I ROUGH OPENING SIDE LIGHT DIMENSIONS I'- 8" T.B.D. X „ MURPHY-CARROLL 6, - 8 RESIDENCE DOOR# BTM OF HEADER ELEV. OMIT ANDERSON FRENCH D4 EL:MATCH EXIST. D4-RM#203-PRIMARY BEDROOM GLASS TO BE TEMPERED 2 3 0 1 N L E T L A N E / SWING DOOR FRAME SIZE G R E E N P O R T , NY 1 1 9 4 4 SEE MANUFACTURER SCTM# B 1 3� - 0 8 ROUGH OPENING 1000-43-05-04 X DIMENSIONS 6'- 10 "8 \ FWH31611 DATE: NOVEMBER 15 2023 ISSUED: DOOR# BTM OF HEADER ELEV. 2024-09-17 PERMIT SET=`.,, -_-- D5 EL:T.B.D. D5-RM#204-BEDROOM 5 GLASS TO BE TEMPERED ANDERSON 400 SERIES SLIDING DOOR FRAME SIZE SEE MANUFACTURER C I I IX 9„ ROUGH OPENING on DIMENSIONS 6'- 103" FWG120611-4 IL DOOR# BTM OF HEADER ELEV. D3 EL:T.B.D. D3-RM#105-KITCHEN GLASS TO BE TEMPERED PROPOSED WINDOW & ANDERSON 400 SERIES SLIDING DOOR FRAME SIZE DOOR SCHEDULE SEE MANUFACTURER D 1 T - 11 a" ROUGH OPENING X DIMENSIONS 6'- 10$" FWG60611 u7 0 C� / ^ W . W z W � W z � `� PROPOSED STEP LIGHT ON DUSK TO DAWN FIXTURE LEGEND SENSOR ! ► WALL SCONCE SURFACE MOUNTED LIGHT °--- ------- ------ -- ---------- ------ '�- PORCELAIN FIXTURE I , P - - - _ 20 DEWEY LANE SURFACE MOUNTED PENDANT LIGHT HAMPTON BAYS, NY 11946 \ —X2 xz RECESSED LIGHT _............. .................... .......................1.......................i...; -�-- GHT X3 RECESSED BEGA SHOWER LIGHT _ .. © COPYRIGHT NOTICE: PROPOSED WATERPROOF LIGHT ON X2 X2 LED�B.L. LED BAR LIGHT THE FOLLOWING DRAWINGS ARE AN MOTION SENSOR ........................._.._.__.._..........._...:......................_............................ ....._.....,...._.................. ..........._..._...................................li.._i INSTRUMENT OF SERVICE AND SHALL F TYPICAL SWITCH REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND .. DESIGNS CONTAINED HEREIN ARE X3 INTENDED FOR THE SPECIFIED LOCATION 15,0 KITCHEN ' `Pz `P3x2 �x2 � - - AND CLIENT UNDER NO f-EXISTING_ _ c,H.;B z," J JAMB SWITCH CIRCUMSTANCES SHOULD THEY BE USED ___._... _..... . ._.._.. _ ._ BY ANOTHER PARTY OR IN ANY OTHER - r i zl z2z3 LOCATION. GANG SWITCH -NOTE:SWITCH ORDER DRAWN ANY CHANGES MADE TO THE PLANS 1 AS IT WOULD APPEAR TO USER FACING SWITCH NOT BY DRAFT, OR WITHOUT WRITTEN - - CONSENT OF DRAFT IS IN VIOLATION OF z2 z3 z4 1 O 1 LIVING ROOM LAW AND STRICTLY PROHIBITED. IF AN i o4' Po DER Room EXISTING c.H.:e'24' KP KEYPAD ITEM BEARING THE SEAL OF THE EXISTING c .: -24° ARCHITECT S ALTERED,THE ARCHITECT Z - -- _ �®z2 -- -- — — CENTER RECESSED LIGHTS ON SHALL AFFIXTO HIS ITEM THE SEAL AND ----- WINDOW ® CEILING MOUNTED EXHAUST FAN THE NOTATION "ALTERED BY" FOLLOWED U BY HIS SIGNATURE AND THE DATE OF 1 O61 HOME OFFICE O I I I ¢ SUCH ALTERATION, AND A SPECIFIC I�I�IIII�I�I I�lulll fltl I DUPLEX WITH USB/USC DESCRIPTION OF THE ALTERATION. EXISTING C.H..8 2 4 I If fI Z4 < Lu DUPLEX HALF W FURN. � I SWITCHED DUPLEX NOTE. - — — -- 2 -- C� ALL CONSTRUCTION TO CONFORM — -- — - - Z3 z2 FULLY SWITCHED DUPLEX WITH ALL APPLICABLE PROVISIONS (H.W.H OF THE CODE OF THE TOWN OF ------------ OAPP SOUTHOLD,THE 2018 I.C.C.,THE 2020 EXIST -------------'j,i �� `_. ' 11 APPLIANCE DUPLEX BUILDING CODES OF N.Y.S.,THE 2020 ---__- WASHER - - -- DRYER =__________ - Q N.Y.S. ENERGY CONSERVATION Z4 U GFI DUPLEX CONSTRUCTION CODE,AND ALL --------- i — w GFI OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. Oi p OWP WATER PROOF GFI DUPLEX - Y, FULL ----- - ----- Z I —-—-. - - - - (� ® FLOOR DUPLEX ------------- ------------- TV• ----- --- - ! so TV LOP DUPLEX ELECTRICAL OUTLDET.VERIFY ( ) MU RPHY-CARROLL -- --- `PI zl TV MOUNTING HEIGHT IN FIELD W/ARCHITECT ENE ® TELEPHONE (1) CAT-5&DATA(1) CAT-6 PROVIDE RESIDENCE UP 1 OS BEDROOM 5 -- -- ------ COMBINATION ELECRICAL QUAD OUTLET w/(2) EXISTING C.H.:8'-24" SD — COLOR CODED COMPUTER DEDICATED RECEPTACLE _ + OUTLETS AND(2)GENERAL PURPOSE RECEPTACLE OUTLETS - - - - 230 INLET LANE I PROPOSED C� Q CARBON DETECTOR G R E E N P O R T , NY 1 1 9 4 4 L�—_-_---------------------------= wP VEREDPORCH , s� SMOKE DETECTOR XIxI XI ii 1000-43-05-04 �. sc SMOKE/CARBON COMBO DETECTOR -_-_ _=== _ _____ ------ O THERMOSTAT CENTERED ABOVE SWITCHES @ 54"A.F.F. DATE:JANUARY 05 2021 AKP ALARM KEYPAD CENTERED - ABOVE SWITCHES @ 54"A.F.F. ----------------- -- - -- ISSUED: Q STEP LIGHT ON TIMER PROPOSED STEP LIGHT ON DUSK TO DAWN 2024-09-17 PERMIT SET- SENSOR CEILING FAN / ✓�' ` ^\ «n I NOTES: I. INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS PER CURRENT N.Y.STATE& LOCAL CITY BUILDING CODES 2. CONFIRM ALL MOUNTING HEIGHTS FOR TELEVISION PROPOSED 1 ST FLOOR ELECTRICAL&VIDEO CONNECTIONS WITH AV CONTRACTOR ELECTRIC PLAN 3. ALL SWITCHES TO HAVE DIMMERS PROPOSED I ST FLOOR ELECTRIC PLAN N SCALE: 1/4" = I' m 0" 0 • � L.I. I— C z W ..T_ ty cif FIXTURE LEGEND WALL SCONCE - SURFACE MOUNTED LIGHT - — __ PORCELAIN FIXTURE P SURFACE MOUNTED PENDANT LIGHT 2 O D E W E Y LANE -�I -- - HAMPTON BAYS, NY 11946 -� RECESSED LIGHT X4... — _.. __ _ _. X4 �_ X4 R 7'1 � 2�_ -- _ RECESSED BEGA SHOWER LIGHT z 203 PRIMARY BEDROOM X4 © COPYRIGHT NOTICE: EXISTING C.H.:8'-2 C m J �e LED BAR LIGHT THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL QUEEN ZI. z TYPICAL SWITCH REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE �ZI I 204 BEDR OM INTENDED FOR THE SPECIFIED LOCATION — AND CLIENT. UNDER NO m Z2 PROPOSED J JAMB SWITCH CIRCUMSTANCES w SHOULD THEY BE USED J BY ANOTHER PARTY OR IN ANY OTHER ZI Z2 1 QU EN _ — EflZ2Z3 GANG SWITCH NOTE:SWITCH ORDER DRAWN LOCATION. 20� PRIM.POWDER F ZI I �I AS IT WOULD APPEAR TO USER FACING SWITCH ANY NOT BYHD AFTS MADE TO THE PLANS O WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF so �I9I I ICI!��I ��I ! II�f I II�II Z� Z2 Z Z 3 o 2 N 4LAW AND STRICTLY PROHIBITED. IF AN � ��II Il�hl��r�{�I��III1��le�hd�I��I�I,I��Pll91 sD KP KEYPAD ITEM BEARING THE SEAL OF THE 'N � ��! ARCHITECT IS ALTERED,THE ARCHITECT LE� Z I Z2 Z3 CEILING MOUNTED EXHAUST FAN SHALL AFFIX TO HIS ITEM THE SEAL AND e ,, ITHE Y"FOLLOWED O U BY HIS OSIGNATURE LANDDTHE DATE OF 206 BATHROOM 2 - SUCH ALTERATION AND A SPECIE -- PROPOSPD IC ZI zI I 'Z3 DUPLEX WITH USB/USC DESCRIPTION OF THE ALTERATION. zI x sD 3 v` DUPLEX ZI 0 t_ i - S HALF SWITCHED DUPLEX 1 - - - - - NOTE: ZI Z I C - - ----- % 'i so ALL CONSTRUCTION TO CONFORM u, ZI zi . FULLY W U Y SWITCHED CHED DUPLE X WITH ALL APPLICABLE PR OVISIONS OF THE CODE OF THE TOWN OF c / SOUTHOLD,THE 2018 I.C.C.,THE 2020 APPLIANCE DUPLEX LL Z OAPP BUILDING CODES OF N.Y.S.,THE 2020 III -- ----- N.Y.S. ENERGY CONSERVATION 205 BEDRO M 6 Z2 §GFI CONSTRUCTION CODE,AND ALL GFI DUPLEX OTHER LAWS GOVERNING BUILDING P PRO OSED III - - zl z2 �I CONSTRUCTION AND SAFETY. I FULL QUEEN wP WATER PROOF GFI DUPLEX o --- T- / \ --- ------- z2 .�. ® FLOOR DUPLEX ',201 BEDROOM 2 zI zI it EXISTING C.H.:F-2�1 - - -- TV LOCATION-PROVIDE(1) HDMI + (2)CAT-6 ______ TV (1) DUPLEX ELECTRICAL OUTLET.VERIFY MURPHY-CARROLL i 2 �\\ �\\\\\� � �\ \� TV MOUNTING HEIGHT IN FIELD W/ARCHITECT ---- ---- --- -- 2� POWDER ROOM 2 ® TELEPHONE (I) CAT-5& DATA(I) CAT-6 PROVIDE RESIDENCE II PROPOSED I COMBINATION ELECRICAL QUAD OUTLET w/(2) COLOR CODED COMPUTER DEDICATED RECEPTACLE j OUTLETS AND(2)GENERAL PURPOSE RECEPTACLE OUTLETS - 2 3 0 I N L E T L A N E 0 CARBON DETECTOR G R E E N P O R T , NY 1 1 9 4 4 " I SCTM# I 0SMOKE DETECTOR 1000-43-05-04 I I sc SMOKE/CARBON COMBO DETECTOR I I `------------------------------- 0 THERMOSTAT CENTERED ABOVE J SWITCHES @ 54"A.F.F. DATE:JANUARY 05 2021 AKP ALARM KEYPAD CENTERED ABOVE SWITCHES @ 54"A.F.F. ISSUED: V STEP LIGHT ON TIMER 2024-09-17 PERMIT-SET,, CEILING FAN NOTES: 1. INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS PER CURRENT N.Y.STATE& LOCAL CITY BUILDING CODES 2. CONFIRM ALL MOUNTING HEIGHTS FOR TELEVISION PROPOSED 2ND FLOOR ELECTRICAL&VIDEO CONNECTIONS WITH AV CONTRACTOR ELECTRIC PLAN 3. ALL SWITCHES TO HAVE DIMMERS PROPOSED 2ND FLOOR ELECTRIC PLAN N SCALE: 1/4" = 1' - 0" 0 36-7$' z tr, r � Cr..: WLIJ 0 � ID F- (� v W EXISTING CONCRETE SLAB TO BE Cr I T REMOVED.SEE PROPOSED PLANS FOR NEW LOCATION AND SIZING cx' EXISTING OUTDOOR SHOWER ENCLOSURE TO BE REMOVED.SEE PROPOSED PLANS FOR NEW LOCATION AND SIZING I I h , 20 DEWEY LANE I HAMPTON BAYS, NY 11946 I I I I t. ----- --DIN—=--' CI-- ——— — - =--- = J © COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN b INSTRUMENT OF SERVICE AND SHALL --- REMAIN THE PROPERTY OF THE ILL T- ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE 0 INTENDED FOR THE SPECIFIED LOCATION • j 1 08 COVERED PATIO I. i _ F ,i 105--]KIT: HEN : 8 4 "ram = AND CLIENT. UNDER NO EXISTING C.H.: '2 x' I EXISTING ... C.H.:6,2� - i � �O CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS _ ___ NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN 7 04 PO D R Roots ITEM BEARING THE SEAL OF THE - I I'•12' EXISTING G 2; . nil ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND 4 74" THE NOTATION "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF 1 06 OFFICESUCH ALTERATION, AND A SPECIFIC 3IIEO DESCRIPTION OF THE ALTERATION. EXISTING C.H.:8'-2 �{II .......... I a . 1 07 MECH ROOM FURN. 1 _ NOTE: c71ao EXISTING C.H.:B'-24' ALL CONSTRUCTION TO CONFORM o WITH APPLICABLE C PROVISIONS ___________= 5, H.W.H N OF THE CODE OF THE TOWN OF ___________------------ ',!i SOUTHOLD,THE 2018 LC.C.,THE 2020 'I BUILDING CODES OF N.Y.S.,THE 2020 --- ----- 1:. Rom N.Y.S. ENERGY CONSERVATION - CONSTRUCTION CODE,AND ALL _______ OTHER LAWS GOVERNING BUILDING I CONSTRUCTION AND SAFETY. -------------- - I FULL _ ----- _ I i I 12'•9�" - I i I MURPHY-CARROLL 1 02 BEDROOM 4 _ _ EXISTING C.H.:8'-2 4" - - _ - �P L RESIDENCE MIV C'7 ---- -- I' --- - -- 2 3 0 INLET LAN E GREENPORT , NY 11944 I101 FOYER SCTM# EXISTING C.H.:F-24 1000-43-05-04 DN GENERAL NOTES: DATE: DECEMBER 11 2020 EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND 2024-09-17 PERMIT SET VERIFY IN THE FIELD AS REQUIRED EXISTING CONCRETE STOOP TO BE REMOVED.SEE PROPOSED PLANS FOR NEW c L LOCATION AND SIZING �, .. EXISTING HOUSE SQ.FT. EXISTING 1ST FLOOR 1,126 SQ.FT. EXISTING 2ND FLOOR 697 SQ.FT. ` TOTAL 1,823 SQ.FT. 170 i,� EXISTING 1 ST FLOOR PLAN 36'-52' (D= EXISTING IST FLOOR PLAN NLX31 SCALE: 1/4" = 1' - 0" L..1.' U n, • I � W V J � W z i Lli W T r <� 20 DEWEY LANE HAMPTON BAYS, NY 11946 r573711 MASTER BEDROOM © COPYRIGHT NOTICE: Exisrwc c.H.:s'-24' THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMA17 14� CHIT ECT.THE PROPERTYN THE ARCHITECT. AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. _------_ -----__-------------_------------- ANY CHANGES MADE TO THE PLANS NOT BY UT WRITTEN R DRAFT, CONSENTROF DRAFT IS NO VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN EXISTING UNCOVERED ROOF DECK ITEM BEARING THE SEAL OF THE TO BE REMOVED FOR NEW ADDITION ARCHITECT IS ALTERED,THE ARCHITECT L� b CONSTRUCTION SHALL AFFIX TO HIS ITEM THE SEAL AND 6 THE NOTATION"ALTERED BY"FOLLOWED • - I � � BY HIS SIGNATURE AND THE DATE OF ',202]BATHROOM-1 9.1 SUCH ALTERATION, AND A SPECIFIC EXISTING CAA'-2;° DESCRIPTION OF THE ALTERATION. • I I I 4 j - NOTE: I '` �� ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS O OF THE CODE OF THE TOWN OF 3 ---- SOUTHOLD,THE 2018 I.C.C.,THE 2020 BUILDING CODES OF N.Y.S.,THE 2020 -- N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL OTHER LAWS GOVERNING BUILDING ________ �I CONSTRUCTION AND SAFETY. FULL -------------- ------------- �201 BEDROOM 2 i EXISTING" C.H.:8'-2 4' ------------- MURPHY-CARROLL RESIDENCE I I I I I L ----- 2 3 0 1 N L E T L A N E GREENPORT , NY 11944 SCTM# 1000-43-05-04 • GENERAL NOTES: DATE: DECEMBER 11 2020 EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±l" ISSUED: DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND 20244 037 PERMIT SET VERIFY IN THE FIELD AS REQUIRED ZC^ EXISTING HOUSE SQ.FT. -7�1;: 4 EXISTING 1ST FLOOR 1,126 SQ.FT EXISTING 2ND FLOOR 697 SQ.FT. TOTAL 1,823 SQ.FT. EXISTING 2ND FLOOR PLAN EXISTING 2ND FLOOR PLAN N SCALE: 1/4" = 1' - 0" 302 EXISTING BUILDING HEIGHT (EL.±26'-2 "t LLJ L/ 1 EXISTING FASCIA BOARD PAINTED WHITE - EXISTING BRICK CHIMNEY W EXISTING GREY COMPOSITE HORIZONTAL SIDING ' ,% EXISTING STAINLESS STEEL POSTS AND RAILING (� EXISTING COMPOSITE DECKING EXISTING COMPOSITE WINDOW CASING PAINTED WHITE u W EXISTING WHITE CASEMENT WINDOWS - - - EXISTING FASCIA BOARD PAINTED WHITE 11 EXISTING GREY COMPOSITE HORIZONTAL SIDING ~ ` V EXISTING OUTDOOR SHOWER ENCLOSUREJ - EXISTING COMPOSITE WINDOW CASING PAINTED WHITE W TO BE REMOVED.SEE PROPOSED PLANS - -- - - -- - _ FOR NEW LOCATION AND SIZING tJ 'o w Q ' EXISTING WHITE CASEMENT WINDOWS ' EXISTING CONCRETE STOOP AND STEP TOP PROPOSED FIN.FLOOR _ 20 DEWEY LANE N - _ LL I HAMPTON BAYS, NY 11946 TOP CURRENT FIN.FLOOR _OIL TOP OF GRADE AT HOUSE I i © COPYRIGHT NOTICE: = I I I THE FOLLOWING DRAWINGS ARE AN ___ INSTRUMENT OF SERVICE AND SHALL T i REMAIN THE PROPERTY OF THE L---------------------------------------------------------------- --------------------------------- ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE SEA LEVEL INTENDED FOR THE SPECIFIED LOCATION (EL,0'-0") AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. EXISTING WEST ELEVATION ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN SCALE: 1/4" = 1' - 0" CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 BUILDING CODES OF N.Y.S.,THE 2020 EXISTING BRICK CHIMNEY �h EXISTING BUILDING HEIGHT N.Y.S. ENERGY CONSERVATION (EL.±26'-28') EXISTING FASCIA BOARDPAINTED-WHITE_ CONSTRUCTION CODE,AND ALL EXISTING GREY COMPOSITE HORIZONTAL SIDING OTHER LAWS GOVERNING BUILDING EXISTING COMPOSITE WINDOW CASING PAINTED WHITE CONSTRUCTION AND SAFETY. EXISTING WHITE DOUBLE HUNG WINDOWS EXISTING OUTDOOR SHOWER ENCLOSURE MURPHY—CARROL L TO BE REMOVED.SEE PROPOSED PLANS - FOR NEW LOCATION AND SIZING _ _... .. ... ____ _. . - - _...._ ' RESIDENCE 0 w Q _ - 2 3 0 1 N L E T L A N E w GREENPORT , NY 11944 SCTM# EXISTING ROOF OVERHANG 1000-43-05-04 - - - - EXISTING CONCRETE STOOP AND STEP TOP PROPOSED FIN.FLOOR - - -GENERAL NOTES: -- DATE: DECEMBER 15 2020 EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±1" ISSUED: N - -.- .......... . .. ..- .. .. ..-...-..--.. .... ..... ..-.- ---- DUE TO EXISTING CONDITIONS. CONTRACTOR TO CONFIRM AND 2024-03-14 TOP CURRENT FIN.FLOOR _-. FRIFYJN-THEFIELD AS_REQUIRED- TOP OF GRADE AT HOUSE EXISTING HOUSE SQ.FT. = I I I I o0 I I ------------------------------------------------i EXISTING 1ST FLOOR 1,126 SQ.FT. ------------------------------------------------------- � EXISTING 2ND FLOOR 697 SQ.FT. ) ----J TOTAL 1,823 SQ.FT. -� SEA LEVEL (EL.0'-0") PROPOSED HOUSE SQ.FT.TOTALS 2 EXISTING NORTH ELEVATION EXISTING PROPOSED 1ST FLOOR 1,126 SQ.FT. ELEVATIONS SCALE: I/4" = 1' - 0" PROPOSED 2ND FLOOR 1,156 SQ.FT. TOTAL 2,282 SQ.FT. EXISTING BUILDING HEIGHT (EL.±26'-2'8") rr._ O EXISTING BRICK CHIMNEY EXISTING STAINLESS STEEL POSTS AND RAILING EXISTING COMPOSITE DECKING - -- - — - Z EXISTING FASCIA BOARD PAINTED WHITE Lij �—.— ��'� EXISTING GREY COMPOSITE HORIZONTAL SIDING j EXISTING COMPOSITE WINDOW CASING PAINTED WHITE EXISTING WHITE CASEMENT WINDOWS LLtj Ly Q EXISTING FASCIA BOARD PAINTED WHITE EXISTING GREY COMPOSITE HORIZONTAL SIDING am EXISTING OUTDOOR SHOWER ENCLOSURE EXISTING COMPOSITE WINDOW CASING PAINTED WHITE— ___ __ __ --- __ . . ' �, TO BE REMOVED.SEE PROPOSED PLANS N EXISTING WHITE CASEMENT WINDOWS - ` - - - ' FOR NEW LOCATION AND SIZING EXISTING COLUMNS PAINTED WHITE EXISTING CONCRETE PATIO— - --- TOP PROPOSED FIN.FLOOR — -- ---- - -- (EL.+9'-6") \ - - _ 20 D E W E Y LANE ..._. - `" HAMPTON BAYS, NY 11946 TOP CURRENT FIN.FLOOR (EL.+6'-88) - _TOP OF GRADE AT HOUSE (EL.+5' 0") © COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL I I REMAIN THE PROPERTY OF THE -------------------J ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE SEA LEVEL — INTENDED FOR THE SPECIFIED LOCATION (EL.O' 0") AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. I EXISTING EAST ELEVATION ANY CHANGES MADE TO THE PLANS NOT BY DRAFT, OR WITHOUT WRITTEN SCALE: 1/4�� = 1' - 0�� CONSENT LAW AND OF DRAFT PROHIBITED.OLATIIOA OF ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS EXISTING BRICK CHIMNEY OF THE CODE OF THE TOWN OF EXISTING STAINLESS STEEL POSTS AND RAILING - SOUTHOLD,THE 2018 I.C.C.,THE 2020 EXISTING BUILDING HEIGHT EXISTING COMPOSITE DECKING BUILDING CODES OF N.Y.S.,THE 2020 N.Y.S. ENERGY CONSERVATION (EL.±26'-2 CONSTRUCTION CODE,AND ALL OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. - MURPHY—CARROLL w RESIDENCE . o _... ._...... __. - EXISTING GREY COMPOSITE HORIZONTAL SIDING o EXISTING FASCIA BOARD PAINTED WHITE -- 230 1 N LET LAN E EXISTING COMPOSITE WINDOW CASING PAINTED WHITE G R E E N P O R T , NY 1 1 9 4 4 77 EXISTING WHITE CASEMENT WINDOWS SCTM# N EXISTING ROOF OVERHANG - - - - - ' EXISTING COLUMNS PAINTED WHITE 1000-43-05-04 \ EXISTING CONCRETE \ STOOP AND STEP - EXISTING CONCRETE PATIO TOP PROPOSED FIN.FLOOR -- GENERAL NOTES: ATE' DECEMBER 15 2020 - - - EXISTING DIMENSIONS COULD POTENTIALLY BE INACCURATE OF±l" ISSUED: - - - - CONTRACTOR TO CONFIRM AND TOP CURRENT FIN.FLOOR - IFY_N IHEBELD AS_REQUIRED_ 2024-03-14 DUE TO EXISTING CONDITIONS TOP OF GRADE AT HOUSE � (EL.+5'-0") EXISTING HOUSE SQ.FT. ��c� oJ\N c4I, . yam\ EXISTING 1ST FLOOR 1,126 SQ.FT. ' C; ---------r1------------------------------------------------------- -,----------�-,-----------------------� , EXISTING 2ND FLOOR 697 SQ.FT. I I I I I --------- ----------------------------------------------------------L-----------L------------------------� TOTAL 1,823SQ.FT. SEA LEVEL (EL.0' 0") --- \� 2 EXISTING SOUTH ELEVATION EXISTING SCALE: 1/4�� - 1' - o�� ELEVATIONS GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING 1. STEEL DECK SHALL BE DESIGNED FABRICATED AND ERECTED IN ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE ' CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK \ `\ ALL RULES AND REGULATIONS. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE. DiLandro 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. Andrews 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP, 20 GAGE (UNCOATED ' '` STEEL THICKNESS = 0.0358 ), GALVANIZED (G60 COATING), UNITED STEEL DECK n ` ` YORK STATE BUILDING CODE 2020. CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH �� €n��r 3 n PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. 158 County Rd. 39, Suite 10 : PRESSURES SPECIFIED IN SECTION 1609. A. FORMED WALL 2" BACKFILL SIDE. 3/4" FRONT SIDE BEAD ALONG THE MEMBER LENGTH. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" Southampton, N.Y.11968 DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/4" TOP, 3"BOTTOM 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL Office: (631)259-3959 THICKNESS = 0.0358" GALVANIZED G60 COATING)., WIDE RIB, UNITED STEEL Info@DiLandroAndrews.com LOADS: 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE )' ( ) 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE INCORPORATED OR AN APPROVED EQUAL, UNLESS OTHERWISE NOTED. A. FLOOR LIVE LOAD: 40 PSF EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. Professional Seal B. ROOF LOADS: SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL LAMINATED VENEER LUMBER LAMINATED 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO LAMIA REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT SNOW: INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE OCCUPANCY CATEGORY II SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: INSTALLATION ARE REQUIRED. GROUND SNOW LOAD,Pg 20 PSF ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS THERMAL FACTOR,Ct 1.0 REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH IMPORTANCE FACTOR,Is 0.0 PSF 2 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED 10 DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE #10 ,SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A FLAT ROOF SNOW LOAD,Pf' BELOW,UNLESS OTHERWISE NOTED: . DEFORMED BAR ANCHORS .LOUISIANA PACIFIC CORPORATION PARALLEL STRAND LUMBER PSL FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH (PSL) SHALL MAXIMUM SPACING OF Y-0" ON CENTER UNLESS OTHERWISE NOTED. 1N LIEU C. WIND DESIGN DATA: A MINIMUM YIELD STRENGTH OF 70,000 PST. STANDARD ASTM A615 GRADE 60 BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE REINFORCING BARS MAY NOT BE SUBSTITUTED FOP. USAGE 28 DAY MAX AGG. STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED.FASTENERS SHALL STRENGTH(PSI) SIZE BY WEYERHAEUSER. WITH ASCE 7,SECTION 6.5,:METHOD 2 ANALYTICAL PROCEDURE UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING A. SLAB ON GRADE 4000 S.C. 1" 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS OCCUPANCY CATEGORY II 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1 DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF IMPORTANCE FACTOR,Iw 1.0 C. PIERS 4000 S.C. 1" SLABS UNLESS OTHERWISE NOTED. INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. ' EXPOSURE B D. RETAINING WALLS 4000 S.C. 2.0E LVL 2.0E PSL 1.55E LSL 12. PROVIDE#4 AT 12" CENTERS MINIMUM EACH WAY TOP IN ALL HOUSEKEEPING INTERNAL PRESSURE COEFFICIENT 0.18 FB(FOR DEPTHS.-5 12")= 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN 3'-0"OF BUILDING WALL CORNERS SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. ( ): FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF 0 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING z CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION -J LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET Q 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT STRUCTURAL STEEL BRCG BRACING SHTHG SHEATHING00-00 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3" MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. BRG BEARING SIM SIMILAR RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3" TO 6" BS BOTH SIDES SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3" TO 5" 4. WOOD SILLS TO BE (1) xA.C.Q. WITH 1/2 DIA. ANCHOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN ( ) 2" 6" A LUMBER " BW BOTH WAYS SPEC SPECIFICATION INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. LONG MINIMUM AT 3'-0" O.C. AND F-0" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL U CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. CANT CANTILEVER STIF STIFFENER BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL '- APPLICABLE CODES,STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL (n POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, CIP CAST IN PLACE TC TOP CHORD Q DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CI, CENTERLINE TEMP TEMPORARY PLUMBING DRAWINGS :FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR (1) 1" x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE Of INDICATED. OPENINGS 1N SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0" O.C. AND SQUARE: ASTM A500. GRADE B (FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554,GRADE 36 DIA DIAMETER TOW TOP OF WALL W W OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL H_ rr nn STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED E- V 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2" x 8" UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POIN>I' SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST . AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE Nt 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING z ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED Q ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING 5-0" SHALL HAVE A DOUBLE JACK STUD WITH A OF 6.0 KIPS. USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM J THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE W z a- 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER z _j CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER Q Q SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH O ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION W 0- LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST -� z 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP z W REFERRED TO IN THESE, GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT U W C/ PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT of ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD O rr nn : DRAWINGS. 1 THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL W N V u) . 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE a ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. JOISTS,RAFTERS AND STUDS: OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING MC MOMENT CONNECTION WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM No. Revisions Date Description DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO.2. WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE p FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB(BASE)=850 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 11/23/2022 PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. FV(BASE)= 180 PSI C ON CENTER 2 03/06/2023 REV. 1 E(BASE)= 1,600,000 PSI 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED O C PRECAST 3 08/15/2024 REV.2 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER 4 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT 09/12/2024 REV. 3 CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT PL PLATE 5 --/--/-- ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. ---- CERTIFICATE OF OCCUPANCY. I. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19%OR LESS. PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS ERECTION PLANS WORK PROCEDURES AND \..:.. ..` 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE PLWD PLYWOOD QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. . PSF POUNDS PER SQUARE FOOT Designed By : STB CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Drawn By : STB GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY Checked By : AA 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT ` FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING ` BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date : 09/30/2022 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT Scale: AS NOTED SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN 3'-0"OF COLUMNS. OTHERWISE NOTED ON PLANS. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF T-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE � . , MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. 1 SHEATHING PANELS PLYWOOD OR ORIENTED STRAND BOARD ( OSB NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. S000 INDICATED. " "), SHALL 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., PLYWOOD SHALL BE USED ON FLOORS. INC.OR APPROVED EQUAL. 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[3�_2"] HOLD DOWNS, AND GROUTING CELLS C — — HARDWARE BEFORE EXISTING WALLS Milt 1 1 TORQUE 2,300 FT-LBS GROUTING CELLS OF ( 2-84' 3'-0' 3'-12" (10 KIP ALLOWABLE, 20 KIP ULT) FULLY FILL CELL(S) EXISTING WALLS �— Ir oo FULLY FILL CELL(S) o -INDICATES 30° BATTERED HELICAL BELOW WITH GROUT b z BELOW WITH GROU I I I I I REINFORCE WITH#5 b REINFORCE WITH#! VERTICAL BARS AT 16"o.c. PILE(12 TOTAL) 2g" RS PILE W/ 10-10 VERTICAL BARS AT HELIX, MIN. TORQUE 1,600 FT-LBS (10 KIP ALLOWABLE, 20 KIP ULT) 4'_71" SEE DETAIL 7/S-200 12'-74" 22'-24" MIS j OI -- 1 Io; Io; EMBED ALL ANCHOI N 'o; �o; z HOLD DOWNS, AND __..._ 12" — HARDWARE BEFORI [3--2 ] GROUTING CELLS C EXISTING WALLS -81" 3'-0" T-11" EXi TING FOUNDATION TO REMAIN , 2 2 z O N FULLY FILL CELL(S C° Q BELOW WITH GROI Q REINFORCE WITH; z VERTICAL BARS A- • . ... ...... ...... . ---- _ _ __ _ _ _ _ _ExI��TIN�: FOUNDATION TO REMAIN 8 FULLY FILL CELL(S) I I ( 0 O BELOW WITH GROUT EMBED ALL ANCHORS, c;I� LL REINFORCE WITH#5 HOLD DOWNS, AND S-200 VERTICAL BARS AT 16"o.c. HARDWARE BEFORE -co GROUTING CELLS OF j EXISTING WALLS—T-U I I � o [3'--2"] ;I i O; O; I O i ;O - s 1'0 i T Y,� , i } 13'-211 01.211 Z 8 1'-3" V-3:1f 11_1& r Q w z 0- Q ~ Q J � � FOUNDATION PLAN PILE PLAN w 0 � J SCALE: 1/4"= V-0" SCALE: 1/4"= 1'-0" z W W O ° N U Cn a Revisions No. Date Description 1 11/23/2022 PERMIT 2 03/06/2023 REV. 1 3 08/15/2024 REV.2 4 09/12/2024 REV. 3 5 1 ---- Designed By : STB Drawn By : STB Checked By : AA Date : 09/30/2022 Scale: AS NOTED S � i 00 Sheet# HELICAL PILE SPECIFICATIONS: r� SHAFT MATERIAL: �! 02.875 X 0.276"WALL I. HELICAL PILE SYSTEM SHALL BE RS2875.276 MODEL BY CHANCE FOUNDATION ASTM A500 GRADE B OR C °o SOLUTIONS OR APPROVED ALTERNATE. YIELD STRENGTH=60 KSI(MIN.) co / ' \\ a L d �d R t d° AWN�Ilaftk\ ' ndrews 2. RS2875.276 HELICAL PILES WITH A 10", 12"0 HELIX ARE TO BE INSTALLED TO A Engineering MINIMUM DEPTH OF 20' BELOW THE EXISTING GRADE AND A MINIMUM TORQUE OF HELIX PLATES: 2,300 FT-LBS ASTM A572 GRADE 50 X 8"THICK(STANDARD) 158 County Rd. 39, Suite 10 3. PIERS SHALL BE INSTALLED BY CONTRACTOR WHO HAS SATISFIED THE RS2875.276 Southampton, N.Y.11968 CERTIFICATION REQUIREMENTS RELATING TO THE TECHNICAL ASPECTS OF THE SHAFT COUPLER MATERIAL: Office: (631)259-3959 PRODUCT AND THE ASCRIBED INSTALLATION TECHNIQUES. 03.5"X 0.281"WALL Info@DiLandroAndrews.com ASTM A513 TYPE 5 01D 4. ALL WORK AS DESCRIBED HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH YIELD STRENGTH=70 KSI(MIN) PILE SHAFT: e N ALL APPLICABLE SAFETY CODES IN EFFECT AT THE TIME OF INSTALLATION. SHAFT COUPLER HARDWARE: + Professional Seal 5. HELICAL PIERS AS SPECIFIED SHALL CONFORM TO EITHER THE SBCI-STANDARD (2)-03/4"GRADE 8 BOLTS WITH NUTS O t BUILDING CODE, BOCA NATIONAL CODE, OR ICBO-UNIFORM BUILDING CODE. AN O OFFICIAL EVALUATION REPORT WITH ASSIGNED NUMBER SHALL BE PRESENTED O UPON REQUEST TO THE OWNER AND/OR THEIR REPRESENTATIVE. SBCCI-9504B; FINISH: HOT-DIPPED GALVANIZED COATING IN ACCORDANCE WITH ASTM A123 SHAFT COUPLER BOCA-RR94-27;ICBO-ER-5110. NOMINAL THICKNESS = 0.276 in 6. THE HELICAL LEAD SECTIONS AND EXTENSION SECTIONS SHALL BE SOLID STEEL, NEW CONSTRUCTION ASSEMBLIES DESIGN THICKNESS(3) = 0.257 in ` ROUND CORNERED SQUARE SHAFT, OR ROUND STEEL PIPE SHAFT, OR COMPOSITE STEEL AND GROUT SHAFT CONFIGURED WITH ONE OR MORE HELICAL BEARING C1500797 EXTENSION SECTION FD(i PLAIN CORRODED CORRODEDi2) PLAIN GALVANIZEDPLATES WELDED TO THE SHAFT. 868 7. ALL PIERS MUST BE CORROSION PROTECTED BY HOT DIP GALVANIZATION. NEW CONSTRUCTION BRACKETS: 2.857 2.221 2.250L� 0.257 0.221 0.250 8. INSTALLATION UNITS SHALL CONSIST OF A ROTARY TYPE TORQUE MOTOR WITH 4"X 8.0" SQ.A36 CAP PLATE(C1500797) ID in 211 1.82 2.369 Z A(in Z) 2.11 1.82 2.06 ' FORWARD AND REVERSE CAPABILITIES. PIPE AND HARDWARE SIMILAR TO SHAFT COUPLER I(in") 1.83 1.57 1.78 W S(in 3) 1.27 1.10 1.24 9. INSTALLATION UNITS SHALL BE CAPABLE OF DEVELOPING THE MINIMUM TORQUE FINISH: Z(in 3) 1.77 1.52 1.72 AS REQUIRED. HOT-DIPPED GALVANIZED COATING IN ACCORDANCE WITH ASTM A123 r(in) 0.93 0.93 0.93 10. INSTALLATION UNITS SHALL BE CAPABLE OF POSITIONING THE HELICAL PIER AT MINIMUM MINIMUM THE PROPER INSTALLATION ANGLE. THIS ANGLE MAY VARY BETWEEN VERTICAL YIELD(KSI) TENSILE(KSI) AND 5 DEGREES DEPENDING UPON APPLICATION AND TYPE OF LOAD TRANSFER MATERIAL DEVICE SPECIFIED OR REQUIRED. RS2875.276 SHAFT WITH NEW CONSTRUCTION BRACKET O PROPERTIES 60 70 11. INSTALLATION TORQUE SHALL BE MONITORED THROUGHOUT THE INSTALLATION FOOTING SIZE, 1. CORRODED PROPERTIES BASED ON A 50-YEAR PROCESS. REINFORCING DETAILS, SCHEDULED SACRIFICIAL LOSS IN THICKNESS PER REINFORCING DETAILS, SHAFT COUPLER ICC-ES AC358. 12. HELICAL PIERS SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED &EMBEDMENT DEPTHS 2 WITH ASTM A123IZED COATING IN ACCORDANCE TO PROVIDE THE LOAD CAPACITIES SHOWN ON THE PLANS. BY PROJECT ENGINEER 3. DESIGN THICKNESS FOR HSS AND PIPE BASED ON _ k-.9 _ Tr r 93%OF NOMINAL THICKNESS PER AISC. 13. THE APPROPRIATE STEIEL NEW CONSTRUCTION LOAD TRANSFER DEVICE SHALL BE :I I 11 I I=1 I M I MII=USED. =1 I 1=1 I I=1 I M I 1=1 I :• 111- PILE SHAFT - ¢ d. . : 1-I 14. APPROPRIATE HELICAL PIER SELECTION WILL CONSIDER DESIGN LOAD PLUS SAFETY -III=1 �--III • ' r •• • III- FACTOR. SOIL PARAMETERS AND THE INSTALLATION TORQUE VS. CAPACITY _ -I "-" '- :I I I-I I 1-I I I�AP PLATE EQUATION AS PER THE MANUFACTURERS RECOMMENDATIONS. -III-III-III-III-III '• ° � III- U) z :111=1II=1 I 1-1 11-1 11-1 I I ` •, • I-I o LEAD SECTION W 15. HELICAL PILE INSTALLATION MUST BE CERTIFIED BY A N.Y.STATE LICENSED _ (2)-0j"GRADE 8 d. • _• -III-1I,-III- 1 III- WITH HELIX PLATES DESIGN PROFESSIONAL AND SUBMITTED TO THE E.O.R. FOR REVIEW PRIOR TO BOLTS • d.• O PLACEMENT OF CONCRETE ACTIVITIES. 11 III-III-III-1 I 1=1 I 1 -III-III-III-II1=1I1 . • 1II- O Z Q 16. PIERS MUST BE INSTALLED ACCORDING TO MANUFACTURE'S INSTRUCTIONS. 'II1 I i 11II I i I III IIIT7-i III i i I II11il II1 I i I I III I i I II1 Iil I ``' U RS2875.276 ALLOWABLE MECHANICAL CAPACITIES w 12"0 HELIX PLATE SHORTEST =1 LL HELICAL PILE CAPACITIES SUMMARY CONCRETE HORIZONTAL HP288NCB HP288NCB8 W COMPRESSIVE DISTANCE TO BRACKET BRACKET W MAX ULTIMATE MAX ALLOWABLE STRENGTH EDGE OF '� � DEFAULT AXIAL AXIAL AXIAL AXIAL Q W MAX ULTIMATE TORQUE MECHANICAL SHAFT fc CONCRETE (2) (2) N TORQUE (35) COMPRESSION TENSION COMPRESSION TENSION 10"0 HELIX PLATE INSTALLATION CORRELATED CAPACITIES (psi) (I) ' � CORRELATION (INCHES) (KIPS) (KIPS) (KIPS) (KIPS) U ti TORQUE SOIL CAPACITY AXIAL AXIAL CAP PLATE W ao FACTOR J (FT-LBS) Qu=Kt x T COMPRESSION TENSION W W Z (KIPS) (KIPS) (KIPS) 2,500 34.1 � Kt(FT--1) 3 30.6 22.4 -- -- 4 40.8 29.9 47.6 -17 9 8,000 72.0 65.4(4) 34.1(2) 5 51.0 34.1 53.6 34.1 F- Q 6 57.2 34.1 57.2 34.1 ® 8 X 8 CAP PLATE 3 36.7 26.9 3,000 4 49.0 34.1 52.2 34.1 PIPE AND HARDWARE 1. GOVERNED BY AISC ALLOWABLE CAPACITY OF SINGLE�" (HA 150)OR�"(HA175) 5 59.2 34.1 59.2 34.1 GRADE 8 BOLT IN DOUBLE SHEAR. >6 61.7 34.1 61.7 34.1 4"0 X 5 2"LONG TACK WELD CAP 2. GOVERNED BY BEARING AT THE BOLT HOLES. 3. CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE TO CORROSION 3 42.8 31.4 ZINC COATED PLATES TO HELICAL FOR BLACK, UNCOATED S 3,500 STEEL. SCHEDULED THICKNESS LOSSES ARE FOR A PERIOD OF 4 57.1 34.1 57.1 34.1 GRADE 5 BOLTS PILES• 50 YEARS AND ARE IN ACCORDANCE WITH ICC-ES AC358. PILE SHAFT 5 64.3 34.1 64.3 34.1 4. ALLOWABLE COMPRESSION CAPACITIES ARE BASED ON CONTINUOUS LATERAL SOIL ?6 65.4 34.1 65.4 34.1 CONFINEMENT IN SOILS WITH SPT BLOW COUNTS>_4. PILES WITH EXPOSED UNBRACED LENGTHS OR PILES PLACED IN WEAKER OR FLUID SOILS SHOULD BE EVALUATED ON A 3 60.9 34.1 CASE BY CASE BASIS BY THE PROJECT ENGINEER. 4,000 4 65.4 34.1 65.4 34.1 5. LISTED MECHANICAL CAPACITIES ARE FOR THE SHAFT ONLY. SYSTEM CAPACITIES PLATE DIAMETER >_ 5 65.4 34.1 65.4 34.1 H-STYLE r r SHOULD ALSO NOT EXCEED THE INSTALLED TORQUE-CORRELATED CAPACITY OR INSIDE DIMENSION Q THOSE LISTED IN THE RESPECTIVE BRACKET CAPACITY TABLES. CAP PLATE DIMENSIONS 4"X 6"SQUARE 4"X 8" SQUARE MATCHING SHAFT J 6. LISTED DEFAULT Kt FACTORS ARE WIDELY ACCEPTED INDUSTRY STANDARDS. THEY z z C- ARE GENERALLY CONSERVATIVE AND ARE CONSISTENT WITH THOSE LISTED IN ICC-ES LEADING EDGE _I AC358. SITE-SPECIFIC Kt FACTORS CAN BE DETERMINED FOR A GIVEN PROJECT WITH 1. CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE TO CORROSION FOR BLACK, J Q FULL-SCALE LOAD TESTING. UNCOATED STEEL. SCHEDULED THICKNESS LOSSES ARE FOR A PERIOD 50 YEARS AND ARE IN I.L 7. SOIL CAPACITIES LISTED ARE ULTIMATE VALUES AT MAXIMUM INSTALLATION TORQUE. ALLOWABLE SOIL CAPACITY VALUES ARE OBTAINED BY DIVIDING THE ULTIMATE ACCORDANCE WITH ICC-ES-AC358 � O VALUES BY THE APPROPRIATE FACTOR OF SAFETY (FOS). FOS IS MOST COMMONLY 2• ALLOWABLE COMPRESSION CAPACITIES ARE BASED ON CONTINUOUS LATERAL SOIL CONFINEMENT IN RS2875.276 PILE SHAFT W n- TAKEN AS 2.0, ALTHOUGHA HIGHER OR LOWER FOS MAY BE CONSIDERED AT THE SOILS WITH SPT BLOW COUNTS?4. PILES WITH EXPOSED UNBRACED LENGTHS OR PILES PLACED IN � z DISCRETION OF THE HELICAL PILE DESIGNER OR AS DICTATED BY LOCAL CODE WEAKER OR FLUID SOILS SHOULD BE EVALUATED ON A CASE BY CASE BASIS BY THE PROJECT ENGINEER. BEARING AREA z W REQUIREMENTS. 3. CAPACITIES INCLUDE LIMITING MECHANICAL CAPACITIES OF THE SHAFT WHEN THE SHAFT AND BRACKET PILE DIAMETER (SF) 8. SQUARE SHAFT PILES MAY BE CONSIDERED FOR COMPRESSION APPLICATIONS IN SOIL ARE COMBINED AS A SYSTEM, W O W PROFILES THAT OFFER SUFFICIENT CONTINUOUS LATERAL SUPPORT: E.G., IN SOILS 4. DESIGN CHECKS INCLUDE THE LIMITING CAPACITIES FOR CONCRETE BEARING WHICH IS A FUNCTION OF 6" 0.15 0 WITH SPT BLOW COUNTS >_ 10. EVEN IN THESE HIGHER STRENGTH SOIL CONDITIONS, n THE HORIZONTAL DISTANCE TO THE EDGE OF CONCRETE. OTHER CONCRETE DESIGN CHECKS INCLUDING C� BUCKLING ANALYSES SHOULD BE CONSIDERED, TAKING INTO ACCOUNT SHEAR, BENDING, AND PUNCHING OF THE SUPPORTED STRUCTURE WILL BE PROJECT SPECIFIC AND 8" rV 0.30 N DISCONTINUITIES AND POTENTIAL ECCENTRICITIES CREATED BY THE COUPLERS. SHALL BE THE RESPONSIBILITY OF THE PROJECT ENGINEER. 10" 0.50 5. THIS TABLE LISTS MECHANICAL CAPACITIES ONLY. TORQUE-CORRELATED SOIL CAPACITIES WILL OFTEN GOVERN THE ACTUAL INSTALLED SYSTEM CAPACITIES. 12" 0.74 14" 1.02 Revisions No. Date Description 1 11/23/2022 PERMIT 2 03/06/2023 REV. 1 3 08/15/2024 REV.2 4 09/12/2024 REV. 3 Designed By : STB Drawn By : STB Checked By : AA �\ .. .6 s Date : 09/30/2022 Scale: AS NOTED Sei 00M �._She�et# rt Lno \_ Andrew ARM, 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 z... ..... .�., ......,. ...�....r., ,...� .., ..... ..... .,.. ...... ......�„......�.....� } ..._ _ Office: (631)259-3959 _-._.-_..... n I f• g ----- o@ L d A d Di an ro n yews com Professional Seal 3 2 6 L NEW 5"SLAB ON GRADE W/ AT 1 O.C." WWF 4X4 W-2.OxW-2.0 m. PROTECT AND MAINTAIN EXIST. I FIRST FLOOR FRAMING L... 1,; ALIGN STEEL LL COLUMN W/ POST FROM r ABOVE I �:.. -- PROTECT AND MAINTAIN EXIST. � - FIRST FLOOR FRAMING - PROFEC'1"AND MAINTAIN EXIST. FIRST FLOOR FRAM NG ALIGN STEEL COLUMN W/POST FROM ABOVE 2 1-3/4 11-7/8 LY L 2,485 :2,359: '^ WO O �- J z Q 00 m` Uj U OTFWCT AND MAINTAIN EXIST. e"PROM?::.CT AND MAINTAIN EXIST. J_ LL { FIRST FLOOR FRA��IIN x r.1 ;t FIRST FLO!' 0R FRAMfflIG — Q � U co w 0 Wz 0 = Q r ...... ..-... ..... ...-..... ...... ...... 0 L 6 ` eo S-200 N I LI z I..1. J � N W M • . . JzU FIRST FLOOR FRAMING PLAN z Z SCALE: 114"= V-0" W C) '� LL ° N O cn rZ MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW (FT-KIPS) Vol:) BEAM MATERIAL -INDICATES STEEL COLUMN ABOVE/BELOW Revisions O BEAM SIZE SPAN DIRECTION GJ��' -INDICATES STEEL COLUMN ABOVE No. Date Description NOTES: RAFTER PITCH EXTENTS OF GJ 1 11/23/2022 PERMIT DIRECTION— c FRAMING ® -INDICATES WOOD POST BELOW ® - INDICATES LOAD BEARING WALL BELOW 2 03/06/2023 REV. 1 1. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. ® (2) 1 3/4x 11 7/8 LVL ,—,�� `V' ® -INDICATES WOOD POST ABOVE/BELOW C -INDICATES LOAD BEARING WALL ABOVE 3 08/15/2024 REV.2 3700 ze-oi N 4 09/12/2024 REV, 3 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A BEAM END REACTIO� a ❑ -INDICATES WOOD POST ABOVE 0 - INDICATES SHEAR WALL SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. L "* 5 --/--/-- ---- (LBS-WOOD) MOMENT JOIST RAFTER (KIPS-STEEL) CONNECTION TYPE. &SPACING 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND COLUMN WOOD POSTS TO BE (2)-2X MINIMUM U.O.N. BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Designed By : STB 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. BEAMS / HEADERS JOIST/ RAFTERS COLUMN / POST WALL Drawn By : STB 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. Checked By : AA FRAMING LEGEND ate : 09/30/2022 HEADER SCHEDULE Scale: AS NOTED H-1 -INDICATES HEADER TO BE (2)- 1 3/4x7 1/4"LVL H-2 -INDICATES HEADER TO BE (2)- 1 3/4x9 1/4"LVL H-3 -INDICATES HEADER TO BE (2)- 1 3/4x11 7/8" LVL S � 10 1 �_._She�et# \ DiLandro Andrews --:....... rngineL,rin€j 158 County Rd. 39, Suite 10 - Southampton, N.Y.11968 .--•�::::. ._._. .._. . . ._.. _-:_ _:::•:_.... .-Y..•,. ....--•-=�::...:::::.--_:::- ..�. .:-_ ._.._.� Office: 631 259-3959 Info@DiLandroAndrews.com �u......, _ CANT 1.7 2B-12 v Professional Seal 04 I 3 lfii 2 4 A . �.> MAINTAIN! ...�...--....... ��.1 0 2B 10 o XIS�'NG 2x FRAMING M r. L - xm: m r:::. c F CP_ i _.... .... i N € i a SIMPSON _ [ WSW18x9 H i E ( E STRONG WALL I f , (4)2x4 "�-.•- : POST .. �1 : CO J,�.PT 4 1-3/4 x 7-1/4 LVL 1,013 3 134 74LVL 815 I 612 2B-03 00 `C LXIS` NIG ,SINGzz C'q e x m J �v HD E 3 CL CONTR/,,CTOR TO COO RD. - 4 3 4 FLUE INFIELD. o S-400 S-400 Z (3)14x74L CO m Q .. 4.2 W6x25 E — 62 0 I ,480 ...-_ _..... , co O t' C� A RO 0 It�l TAglt ` ll€ &� ..^'`• „„.. Y,..eywy,r`..�Ii `J l ��/ a '. C i a _.... .. _ ........ _ _. � __ � HD x x M M .. t N M { I 0 ' :r \ HID C — Q C . Uj a 701 H D w __a _.. ..... .. ........._........ H D '^ XISTING 2x FRAMING � U) > tl(, :- J HDU cn ... .,.. �;..:.,- :, .... -...... a oNV MAIT 2x8 =' 2x8 AT 16"o.c. AT 16'o.c. CANT. CANT.!; CANT. 650 I! 479 650 (2) 1-3/4 x 7-1/4 LVL 7-lrt4,,Lt, E : Z - � Q Uj Z n Z z J L LJ 0- -j Z U SECOND FLOOR FRAMING PLAN 0 z w W C) SCALE: 1/4"= 1'-0 O a' N (D () a MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW (FT-KIPS) \ C, Revisions BEAM MATERIAL -INDICATES STEEL COLUMN ABOVE/BELOW No. Date Description BEAM SIZE SPAN DIRECTION GJ\GO -INDICATES STEEL COLUMN ABOVE 1 11/23/2022 PERMIT NOTES: GJ 2 03/06/2023 REV. 1 7 RAFTER PITCH EXTENTS OF 3 08/15/2024 REV.2 1. &SW-X-INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION FRAMING ® - INDICATES COLUMN BELOW ® -INDICATES LOAD BEARING WALL BELOW 1 15 N=� 4 09/12/2024 REV. 3 PROVIDE 2'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO ® (2) 1 3/4x 11 7/8 LVL ® - INDICATES COLUMN ABOVE/ BELOW C -INDICATES LOAD BEARING WALL ABOVE BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH 37oc 2B-o1 N 5 __/__/__ SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTIO� a ❑ - INDICATES COLUMN ABOVE 0 -INDICATES SHEAR WALL (LBS-WOOD) MOMENT JOIST/RAFTER �' . (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. 2. HD - INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Designed By : STB SHEET S-300 FOR SCHEDULE. BEAM NUMBER OVER BEAM Drawn By : STB ' 3. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL Checked By : AA 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. `'' FRAMING LEGEND Date : 09/30/2022 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. /� Scale: AS NOTED 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. H-1 - INDICATES HEADER TO BE (2)- 1 3/47 1/4" LVL H-2 - INDICATES HEADER TO BE (2)- 1 3/4x9 1/4" LVL a H-3 - INDICATES HEADER TO BE (2)- 1 3/4x11 7/8" LVL Sl 02 Sheet# Z DiLandro Andrews ens 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631) 259-3959 Info@DiLandroAndrews.com Professional Seal HD 1� SW-�.. ......... d: _ H D H •\' I \ x m (3)2x4 MIN. go 2)12 R/ ......... ...... ... - �.W ::. , �T `-lac. _ .. u ... PROTECT AND I kANTx°:'� > 2 —� (n ..-_-�a.......�....�... ::........_.....,. Eo� i0 AT 1 °o.c.It"01 ! i y x 2 ,i 1 15 i tEt LL HD LL '•t HD ry li �igg 3 E ii 3 3 T� VI 7� �— LIJ z 0- Q J W a __J z ~ z Uj ROOF FRAMING PLAN w o Lu SCALE: 1/4"= 1'-0" O a N CD f� MOMENT CONNECTION VALUE -INDICATES STEEL COLUMN BELOW (FT-KIPS) O " G Revisions BEAM MATERIAL -INDICATES STEEL COLUMN ABOVE/BELOW No. Date Description O BEAM SIZE SPAN DIRECTION GJ�G -INDICATES STEEL COLUMN ABOVE 1 11/23/2022 PERMIT NOTES: GJ 2 03/06/2023 REV. 1 7 RAFTER PITCH ! EXTENTS OF 3 08/15/2024 REV.2 1. &SW-X-INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION CS FRAMING - INDICATES COLUMN BELOW ® - INDICATES LOAD BEARING WALL BELOW PROVIDE!'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO ® (2) 1 3/4x 11 7/8 LVL ,--,1 3R`o ® -INDICATES COLUMN ABOVE/BELOW C -INDICATES LOAD BEARING WALL ABOVE 4 09/12/2024 REV. 3 BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH 3700 2a-01 N 5 __/__/__ ____ SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTIO a ❑ -INDICATES COLUMN ABOVE 0 -INDICATES SHEAR WALL (LBS-WOOD) MOMENT JOIST RAFTER \• \ \\ �� (KIPS-STEEL) CONNECTION TYPE. & SPACING 2 WOOD POSTS TO BE 2. HD - INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL COLUMN ( )-2X MINIMUM U.O.N. Designed By : STB SHEET S-300 FOR SCHEDULE. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By : STB 3. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL Checked By : AA 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A - SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGEND 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date : 09/30/2022 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Scale: AS NOTED 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. H-1 - INDICATES HEADER TO BE (2)- 1 3/4x7 1/4" LVL H-2 - INDICATES HEADER TO BE (2)- 1 3/49 1/4"LVL S � l 03 H-3 - INDICATES HEADER TO BE (2)-1 3/411 7/8" LVL Sheet# DIAMOND SAW CUT. IN AREAS WHERE 6" 6" LSTOP REINF. SHORT OF TYP. LAP TYP. LAP SLAB IS LEFT EXPOSED, (I.E. LEFT FIRST POUR SECOND POUR 56 BAR 0 SEE NOTE 1 SEE NOTE 1 � UNCOVERED), FILL W/ SPECIFIED JOINT AT EACH SIDE (Typ )6" 6" 10 JOINT FILLER IN ACCORDANCE W/ 1" PREMOLDED TONGUE STOP REINF. SHORT OF a JOINT AT EACH SIDE " MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT CORNER BAR SIZE AND And remvs SPACING TO MATCH l Engineering _ HORIZ. REINF. 0" 158 County Rd. 39, Suite 10 _ . OPENING ��• �•,._ � '=�,. •'�. � TYP. Southampton, N.Y. 1968�• : Il_ I ' s mil;:-...� �; :.�___ — 3__ .,.1- _ co Office 631 259-3959 -- _ ''3 m -- Info@DLandroAndrew s.com }�.. NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS Professional Seal JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. AT INTERSECTIONS ' TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS Second Pour First Pour (2)- BARS @ EACH FACE OF (2)#5 BARS AT EACH TYP. LAP w WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3, 4 AND 7 O WRAP W.W.F.AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) SLAB FACE OF WALL AT JOINT. SEE NOTE 7 z NOSING BAR, EDGE W/4 ,' RADIUS TOOL CONSTRUCTION JOINT VAPOR RETARDER, SEE PLAN FOR Q 6" 6', LAP EDGES 24"AND TAPE, REINFORCEMENT a 1,_0„ CENTER 2x4 KEY ON WALL10 SHRINKAGE CRACK OMIT AT EXTERIOR SLABS w cq SEE PLAN FOR CHANGE NOTES: MIN IN ELEVATION % L 1. AT WALLS, ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL REINFORCING. AT SLABS USE#5 BARS. 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT .� :. CIRCULAR OPENINGS 12"AND LARGER. ��\ 'fie, �_, "' •x °.. ...•.. „ _,,,•, ••__,_ ,.,•„• •,,,_ ,_• ••,• _•••_ 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. I� ;, , i._E,• = €' PIER, IF REQUIRED ~ TYPICAL SLAB/WALL PENETRATION DETAIL CONSTRUCTION JOINT CONTROL JOINT PROVIDE CONT. CHAIR AT REFER TO GEO TECH. 3'-0" O.C. MAX TO MAINTAIN REPORT OR 6" MIN. S-200 SCALE: N.T.S. REINF. AT EL. SHOWN NOTE: GRANULAR SUB-BASE NATURAL"CUT" GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B" LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. TYPICAL SLAB ON GRADE DETAIL- RESIDENTIAL STEPPED SLAB DETAIL 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT"T"/10 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING 1 TYPICAL SLAB ON GRADE DETAIL HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. • o S-200 SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. J 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. O • Q CONNECT P.T. PLATE TO FOUNDATION 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o w WALL W/z"Ox12" LONG ANCHOR BOLTS Q AT T-0"o.c. FIRST FLOOR= CONCRETE WALL CONSTRUCTION DETAIL z ELEV 9.5' (2)-CONT. #5 TOP AND BOTTOM S-200 e Q 0 FLOOR SHEATHING NAILED AT 6"o.c. MAX. z DFE= ELEV 8' -$- -- - - __ "- - "" _.__ - - _ - -- -- TO JOIST/BLOCKING WITH TENSION TIE z 2 O"0 HDG THREADED ROD WITH FLASHING FOR WATER TIGHTNESS, NOT SHOWN J #5 DOWEL AT 18"o.c. W/ NUTS AND WASHERS ~ 0 LL 18"THICK CONCRETE PILE CAP U-10" HOOK N F- 4000psi MIN COMPRESSIVE STRENGTH ___.._.._....._..__..__.______....._...._.._.___ __ .___ _.._..___..__ ___.......... _ .. ..__... o 1'-7" 0'-10" — 2 0 ° ° p --- --_ SMART VENT ° ° o ° o !' BFE = ELEV 6' _••_ a ' o GRADE= ELEV 6'___ ____ 9 o -_- - - SIMPSON DTT2Z OR SIMPSON DTT2Z OR / f APPROVED EQUAL APPROVED EQUAL e ��N III=III x x x x DECK JOIST, SEE PLAN Nt 00 SIMPSON FACE MOUNT JOIST HANGER OR (3)#5 BARS PERP. 27° • • FLOOR JOIST Z � TO EACH LONG EDGE �' � i APPROVED EQUAL z TYPICAL GRADE BEAM: (SOLID 2X JOIST OR 2X BLOCKING) 2X P.T. LEDGER FASTENED W/LEDGERLOK r BOTM OF GRADE _ _„_•_ _ ___.. _;m ..... . ....... _._. _ - ) FASTENERS 45 BA-RS-EVENLY-SPACED O O BEAM = ELEV 4' STAGGERED IN A"W" J/ i @ GRADE BEAM BOTTOM, PATTERN @ 6"o.c. 2-3/4"SPACING de • • o • • (3)45 BARS EVENLY SPACED W Z 0- ,r ° @ GRADE BEAM TOP, 2" CLR. z Oi EXPECTED GROUND r6de --- ---; i op,---- --; WATER= ELEV 3' Q BOTM OF FOOTING o io I /de 00 ��_ CD EL. = SEE PLAN 2'-6„ W 101 _.__ _ _' ._ __ ___.__. _ _ .- � 6 TYPICAL DECK ATTACHMENT DETAIL ,� z w Z) " w � S-200 SCALE: 1-1/2"= 1'-0" W C) 0 CO 5-0 rr CN 0 co 4 HELICAL PILE CAP VA ES-200 _ DATUM = ELEV 0' -$- --•- --- -- -- -- -•_. _.__ _- __ - - - - - - - - - - - __._ ____ - - - - Revisions SCALE: 3/4 - 1 -0 E 5 SECTION AT WALL No. Date Description HELICAL PILES ww 1 11/23/2022 PERMIT S-200 SCALE: N.T.S BEYOND z p z 0 2 03/06/2023 REV. 1 o #5 DOWEL @ S2 O 3 08/15/2024 REV.2 w a 12"O.C., TYP. w a 4 09/12/2024 REV. 3 HILTI HIT-200 5 --1--/-- + HAS ---- I AN \ \ a, ♦ ,♦ ♦ Designed By : STB ♦ ��♦ 5" 5" Drawn By : STB �° ♦ ,��♦ 5" 5" Checked By : AA ��♦ Date 09/30/2022 \ Scale: AS NOTED FOOTING S �200 WALL ADD CONCRETE 7 BATTERED PILE DETAIL $ TYPICAL FOUNDATION DOWEL DETAIL S-200 „_ S-200 SCALE: 1-1/2"= 1'-0" Sheet# SCALE: 3/4 - 1 -0 CONNECT ROOF BEAM TO TOP OF POST W/ Z ROOF BEAM, SEE PLAN (2)-SIMPSON MTS16 TWIST STRAPS, ( ) FOR SIZE AND LOCATION ALTERNATE SIDES OF POST w � U) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS - DiLandro ` WOOD POST, SEE PLAN J - . DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS Aw CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF A _- In i s�° r i n cj POST/STUD BLOCKING AND LOCATION RAFTERS ON - i- ROOF FRAMING v v BELOW W/CS16 OPPOSITE SIDE OF o RAFTER TO TOP PLATE,TOE NAILED 1/2"PJ A307 THRU-BOLT 3 8d PER RAFTER 158 County Rd. 39, Suite 10 COIL RAP RIDGE W/SIMPSON 0'-6" 1'-4" W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST Southampton, N.Y.11968 LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAID Office: (631)259-3959 O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAID Info@DiLandroAndrews.com Z QUANTITY COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE ROOF RAFTER AND ROOF SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, (2)16d EACH END RIDGE BEAM, SEE RESPECTIVELY, AND ARCH. RIM BOARD TO RAFTER,END NAILED PLAN FOR SIZE �M DWGS. FOR PITCH A 1/2"O A307 THRU-BOLT W/ ROOF RAFTERS TO RIDGE Professional Seal N WASHERS @ 16"O.C.W/ TOE NAIL 4 16d PER RAFTER BLOCKING TO MATCH o (2)@ EACH END FACE NAIL (3)16d PER RAFTER WOOD POST ABOVE WALL FRAMING CONNECT CRIPPLE TO TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT HEADER WITH SIMPSON A TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE MTS30 TWIST STRAP 2x BLOCKING FACE NAILED 24"O.C. BETWEEN RAFTERS MULTI-MEMBER CONNECTION DETAIL TU T STUD FACE NAILED 16d 16"O.C.ALONG EDGES 4 TOP OR SOLE PLATE TO STUD,END NAILED 2 16d! 3 16d PER 2x4/PER 2x6 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT CONNECT HEADER/BEAM �/� S-3OO SCALE: N.T.S. STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT 'v TO POST/JACK AND KING J CONNECT RAFTERS TO TOP STUD W/SIMPSON OF WALL W/SIMPS014 TS12 DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. STRONG TWIST STRAPS DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END JOINTS,FACE NAIL IN LAPPED AREA (g)16d , TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ALONG EACH EDGE FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS CONTINUOUS HEADER TO STUD,TOE NAILED 4 8d LVL GIRDER APPLICATION FACEMOUNT HANGER FOR TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE FLOOR FRAMING WALL JOIST TO SILL OR GIRDER TOE NAILED 4)8d PER JOUST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 8d EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 16d EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER SIZE AND LOCATION JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE TOE NAILED (2)16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. 1 1 TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= T-0" S-300 SCALE: N.T.S. WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SCHEDULE SCHEDULE DOWNS AT ALL SEE SCHEDULE SIMPSON HOLD DOWNS SHEAR WALL AT ALL SHEAR WALL END SHEATHING PANEL EDGE — SHEATHING PANEL EDGE END POSTS, SEE POSTS, SEE SCHEDULE —j NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN SCHEDULE ANCHOR HOLD DOWN Q "A". SEE SCHEDULE "A". SEE SCHEDULE SHEAR WALL END POST, ° TO THE TOP FLANGE SEE SCHEDULE OF STEEL BEAM W/ ° Lj CONT. TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE THREADED ROD Q MATCH FLOOR JOIST DEPTH CONT. TIMBERSTRAND TO II V MATCH FLOOR JOIST DEPTH THREADED ROD Z SEE PLAN FOR JOIST SIZE AND CONNECTING WAIL BOTTOM AND SHEATHING SPACING SEE PLAN FOR JOIST SIZE AND HOLD DOWNS C NAIL BOTTOM AND SHEATHING SPACING THROUGH FLOOR II G TO BLOCKING PER NAILING TO BLOCKING PER NAILING SEE SCHEDULE II W Q PATTERN "B"SEE SCHEDULE SHEATHING PANEL EDGE PATTERN "B" SEE SCHEDULE SHEATHING PANEL EDGE i�— NAILING PER NAILING PATTERN "A" SEE SCHEDULE NAILING PER NAILING PATTERN "A"SEE SCHEDULE ~ O STEEL BEAM, SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POST, SHEAR WALL END POSTS, SEE SEE SCHEDULE SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWNS AT AT FLOOR LEVELS SIMPSON HOLD DOWNS AT 2x BOT. AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT. AND FLOOR SHEATHING. AT STEEL BEAMS ALL SHEAR WALL END NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE o CKING PER NAILING BLOCKING PER NAILING ° B PAOTERN 'B"ON SCHEDULE I. A PATTERN"B"ON SCHEDULE 2)-2x TOP (2)-2x TOP ( ) SOLID LVL BLOCKING SOLID LVL LVL BLOCKING BLOCKING LVL BLOCKING BETWEEN I-JOISTS r Q BETWEEN I-JOISTS THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOED W z 0— DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, S SCHEDULE z SIMPSON A34 FRAMING SCHEDULE AT ALL S HOLD DOWNS J SHEAR WALL END POST, SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SEE SCHEDULE < N ry ANCHOR, PROVIDE (2)- SEE SCHEDULE POSTS, SEE SCHEDULE L.l.. ANCHOR, PROVIDE (2)- LL_ SIMPSON HOLD DOWNS A f ALL SHEAR /� ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ANCHORS PER LVL BLOCKING o ° ANCHOR HOLD DOWN WITH ~ O WALL END POSTS, SEE SCHEDULE WALL END POSTS, SEE SCHEDULE LVL BEAM, SEE PLAN SIMPSON HOLD W 0.. (3)-PLY MIN. ° THREADED ROD THROUGH — 2x BLOCKING, TYP. AT ALL SHEATHING PANEL EDGE 2x BLOCKING, TYP.AT ALL SHEATHING PANEL EDGE WNS AT Z MIDDLE PLY OF LVL BEAM ALL SHEARWALL Z W PANEL EDGES NAILING, PER PATTERN PANEL EDGES NAILING, PER PATTERN ° F— END POSTS, SEE "A"ON SCHEDULE SCHEDULE W O W "A"ON SCHEDULE LL M SHEAR WALL END POST, WALL SHEATHING rr nn ' SHEAR WALL END POST, WALL SHEATHING SB ANCHOR BOLT BY � N V U) SEE SCHEDULE PANEL, SEE SCHEDULE SEE SCHEDULE o PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR 12- APPROVED EQUAL SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 AT HOLD DOWNS AT AT ALL SHEAR WALL END ON SCHEDULE AT ALL SHEAR WALL END ° ON SCHEDULE POSTS, SEE SCHEDULE o POSTS, SEE SCHEDULE 114"x 5"x 5"STEEL FOUNDATION LEVEL, SEE SCHEDULE Revisions TOP OF FDN. WALL OR PLATE RECESSED TOP OF FDN. WALL OR Fh HAUNCH SLAB INTO LVL BEAM AND DETAIL 2/S-301 J No. Date Description HAUNCH SLAB DRILLED IN AND ADHESIVE 1 PERMIT DRILLED IN AND ADHESIVE /2323/202 ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT LVL BEAMS 2 11 11/ /202 2 REV. 1 AT FND. LEVEL, SEE SCHEDULE � SILL TO TOP OF FND. AT FOUNbATION LEVEL 3 08/15/2024 REV.2 AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL WALL OR HAUNCH 4 09/12/2024 REV. 3 FOUNDATION WALL WALL OR HAUNCH � OR HAUNCH SLAB OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS , TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS $ TYPICAL HOLDOWN CONNECTION DETAILS Designed By : STB S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= T-0" Drawn By : STB Checked By : AA NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOEDOWN 1. HOEDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR ' • ate : 09/30/2022 ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: D MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT. AND FLOOR ANCHOR TO CAST IN PLACE END POST SCREWS A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHOR /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD STUDS TO HORIZ. EMBEDMENT OF THE INDICATED DIAMETER. 2X BLOCKING BLOCKING/LVL WALL BELOW DEPTH (MIN.) POST SIZE (MIN.) B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED REFER TO 2"0x12" LONG ANCHOR (14) SIDSa x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. SW-1 FRAMING PLAN 1/2 N BOLTS AT 4'-0"o.c. 10d AT 6" O.C. 16d AT 6"O.C. HDU5-SDS2.5 SIB5/8x24 18" (2)-2x 9 SHEAR WALL SCHEDULE AND NOTES S �300 S-300 SCALE: N.T.S. Sheet# ROOF FRAMING DETAILS Heel Connection (Platform) Hip/Valley Intermediate Support Outlooker Detail Connect rafter to hip with five 16d (0.131"x 34") nails. Ridge Connection Connect rafter to valley with 16d (0.131"x 3Ya'") nails per table below. g Dormer Framing ® 1 x_or 2x_ceiling joists TimberStrand® LSL or TimberStrand LSL rafter „ Toenail with four 16d (0.131"x 3Ya") nails lateral bracing at 48' Four 16d (0.131 x 3Ya") nails Microllam® LVL ridge board each side, or four 16d 0.131"x 3Ya" nails Attach blocking to g at each end of strap/cleat I I * n r' ( ) rafter with two 16d on-center or as specified through ridge into rafter -<_" ',\_~~ • (0.131"x a") Halls Toenail hip/valley to g 3 n e�r i�qj Sheathing or other lateral post with three Header joist see plan TimberStrand® bracing as required Hip member or Toenail header to rafter with four 16d (0.131"x 3Ya'") valley beam 16d (0.131"x 3Ya ) nails from each side, or use a hanger for reactions 158 County Rd. 39, Suite 10 LSL rafter Lateral blocking per nails per side exceeding 500 lbs. See Framing Connectors tables Southampton, N.Y.11968 code or for lateral in Weyerhaeuser Roof System Guide, TJ-9005 for Office: (631) 259-3959 wind requirements TimberStrand® LSL Sloped bearing surface hanger capacities. Info@DiLandroAndrews.com ceiling joist Attach post to bearing wall or beam with three 16d (0.131"x Beam or ceiling joist A23 or A3 clips each side. 2x TimberStrand®LSL plate 2 times joist spacing, 34") nails per side sized to support post (Addresses lateral load only, (connection design may be minimum Professional Seal not intended for wind uplift.) required, contact your 3" maximum rafter Weyerhaeuser representative) Structural sheathing Rafter-to-Valley Connection Additional connections may be required seat cut overhang Attach plate to rim with Rafter Roof Snow Load to resist wind forces in high, zones Rafter 16d (0.131"x 3Ya'") nails On-Center at 12"on-center p San 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL Minimum Ridge Board Depth Spacing Number of 16d (0.131"x 3Ya")nails required Rafter Pitch *Angle Clips 6' 5 5 5 Rafter 16" 4:12 to 9:12 10:12 to 11:12 12:12 Hanger Clip Nailing 12' 5 6 8 Size Ridge Board Sizes Type Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 18' 6 9 12 See plan for member 24' 8 12 2x:6 2x8 2x10 2x10 Simpson 1 „ •For lap connection nail quantity requirements, see Rafter Span and Heel Strong Tie® A23 10d x 1/2 10d x 1Yz" Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. Ceiling outlookers 6' 5 5 7 2x:8 2x10 2x12 2x12 g y y g at hip end 12' 6 8 11 2x10 14" 14" 14" USP Structural -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. 24 2x12 14" 16" 16" T Connectors® A3 10d x 1 Z" 10d x 1%" - If 8-15 nails required, use two A23 or A3 clips, each side. 18, 9 13 24' 12 Open, see plan R T Contact your Weyerhaeuser representative for additional connection information. Trimmer joist see plan (Heel Connection (Lap) Valley 4:o-Hip Connection TimberStrand® LSL rafter HiplValley Low End Sloped hanger Hip/Ridge/Valley/ Post Detail (sloped/skewed if roof Hip member or pitches are unequal).0) Sheathing or other lateral ® valley beam Hip member 3" Maximum rafter bracing as required TimberStrand LSL or Notch TimberStrand® LSL Hip/valley seat cut overhang Microllam® LVL ridge board hip/valley to sit on post depth (d) Depth of hip/valley (minimum of 75% of original at seat cut(y). member depth must remain). See table below Ridge board. Toenail Toenail hip to ridge with five ridge-to-hip with four 16d (0.131"x 34") nails. 16d (0.131"x 34") TimberStrand® LSL Connect rafter to nails R J Attach blocking to rafter with ceiling joist valley using 16d 27 two 16d (0.131"x 3y4") nails (0.131"x 3Y4'") nails(2) Q 16d (0.131"x 3Ya") nails Attach hip/valley member to plate for heel/lap connection * Post or bearing wall Valle beam. Connect to hi W Lateral blocking per code or 9 with three 16d (0.131"x 3Ya'") nails Y p for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. Q Toenail rafter to to late with with two 16d (0.131"x 3 a") nails H� Nalle Depth 0 p p P v P Contact your Weyerhaeuser representative for sizing of a hip three 1 Ei Minimum Percentage of Original Hip/Valle Depth Re uired d (0.131"x 3/a'") nails or valley with a point load. z TimberStrand LSL rafter Member Type TimberStrand®LSL Microllam®LVL Hip Member 1 30% 60% (')See Framing Connectors in Weyerhaeuser Roof System Guide, C TFor heel/lap connection nailing see Rafter Span and Heel Connection R R Valley Beam 60% 90% R TJ-9005 for hanger capacities.Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 28 cz>See Rafter-to-Valley Connection table in Detail R26 above. Q W LLN . J LL SB ANCHOR BOLT BY d' SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG TIE OR HURRICANE STRAP HURRICANE STRAP RIDGE STRAP APPROVED EQUAL C) MODEL#CS16(TYP.) MODEL#H8(TYP.) MODEL#LSTA30 3 (16"O.C. MAX SPACING) (16"O.C. MAX SPACING) 0'-14' MIN. EDGE DISTANCE --{ Q W z 0- oo % #5 BAR CONT. Q finN/ .4 FOUNDATION WALL a FOUNDATION WALL MIN EMBEDMENT, / I OR STEM WALL OR STEM WALL SEE SHEAR WALL Cl) k Z O Q SCHEDULE ON S-300 3 Q 4" 16" 16" W � (.._. U-14" MIN. EDGE DISTANCE a SIN „P„ SEE PLANS SEE PLANS J z 0'-6" MIN FOR SB5/8x24 Q. w N SEE NOTE 3 FOR STEEL FOR STEEL 0'-8"MIN FOR SB7/8x24 "� W O Q PLATE SIZE PLATE SIZE U Z LlLIJ Q ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE 0'-41"MIN. (S65/8 AND 7/8) 1 W 4 I STEEL PLATE STEEL PLATE SEE PLAN FOR SIZE 1 , 5 MIN. (SB1) T �. �- __ .__ TO BE FLUSH TO BE FLUSH z 'SHEATHING M V n SECTION PLAN-CORNER f WITH WOOD WITH WOOD Cal V) 3 I� FRAMING FRAMING SEE H1/S-300 2x SLEEPER CL a SHEATHING 1, CORNER NON-CORNER CORNER ! 2 SHEATHING SIMPSON STRONG-TIE SIMPSON STRONG-TIE 3 INSTALLATION INSTALLATION INSTALLATION _' _____._..._.__._•_ _ _ _,__ ...-_• HURRICANE STRAP HURRICANE STRAP 0.2� SECTION A-A SECTION A-A MODEL#SSP TYP.) MODEL#HETA40 TYP.) (INSTALL WITH ARROW (BOLT MAYBE INSTALLED (INSTALL WITH ARROW SIN 2 Q Revisions ( ( N � 2-LVL 3-LVL MODEL# DSP FOR DOUBLE STUD (16"O.C. MAX SPACING) ON TOP OF BOLT AT 45° TO 135•AS SHOWN) ON TOP OF BOLT o SEE PLAN FLOOR JOIST SIZE No. Date Description (16"O.C. MAX SPACING) ORIENTED AS SHOWN) ORIENTED AS SHOWN) (2) ROWS OF 5/8" 0 BOLTS W/ AND SPACING 1 11/23/2022 PERMIT NOTES: SEE PLAN FLOOR JOIST SIZE 45° 135°/90•/45° 135• WASHERS STAGGERED AT 16"O.C. r AND SPACING 2 03/06/2023 REV. 1 W/(4) BOLTS AT SUPPORTS, TYP. 1. USE 1 3/4 x LVL AS PER PLANS. •; ; ; •Q ANCHOR BOLT, - " : 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. 3 08/15/2024 REV.2 .r • ' of • :• .< TYP. ° o ° 3. WHERE CONCENTRATED LOAD EXISTS "P"AND BEAR 4 09/12/2024 REV. 3 • �'�••.• + ' '�% % s 2 �`° ON FLITCH BEAM LOCATE 3 5/8" O BOLTS STAGGERED " `• AS SHOWN 4 TYPICAL DECK STEP DOWN OUTER EDGE OF \\\ .• S-301 SCALE: 3/4"= 1'-0" Designed B • CONCRETE, TYP. 9 Y : STB ' ATTACH FLOOR TO FOUNDATION PLAN-ANCHOR BOLT PLACEMENT Drawn By : STB Checked By : AA 1 TYPICAL EXTERIOR WALL STRAPPING DETAILS 2 SB ANCHOR BOLT AT FOUNDATION WALL 3 TYPICAL FLITCH PLATE DETAIL S-301 SCALE: 3/4"= V-0" S-301 SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4" = 1'-0" Date : 09/30/2022 Scale: AS NOTED S �301 Sheet# " STEEL COL., SEE PLAN CONNECT FLANGES 0'-3" TO PLATES W/(4)-3/4"0 - a"x12"xBEAM GAUGE A325 SLIP CRITICAL JDiLandro *J min �N (2)-3/4'0 F1554 GRADE 36 e BOLT NAILER TO BM. W/ 0 BOLTS TYP. FULL PEN 2 „ . 1 1' 0'-11" STEEL PLATE 0'-1-" THRU-BOLTS AT 2'-0"O.C. �� .. .. STAGGERED ACROSS BM. WEB � ` 1/4 ANCHOR BOLTS W. 2' 2 :' �.._.< n g i n Andrews EMBEDMENT AND 3" HOOK s T (2)-ROWS 2"0 THRU BOLTS AT 16" CENTER O" "O. a ,HICK BASE PLATE ON O.C., STAGGERED AT 8"O.C. 2X NAILER(S) 158 County Rd. 39, Suite 10 LINE -.-THICK LEVELING PLATE Q Q Southampton, N.Y.11968 11 TO MATCH BASE PLATE w 5/16 n.p Q I Info@DiLandroAndrews.com (631)259-39ews.com '4„ - DIMENSION ON Q EXTERIOR FACE OF — 1 4' NON SHRINK GROUT w w FOUNDATION WALL m p FOUNDATION WALL, SEE CENTER PLAN AND DETAILS FOR BEAM #OF 4"A325 S.C. MOMENT Q LI i E REINFORCEMENT SIZE BOLTS T&B FLANGE CAPACITY(kip"ft) Professional Seal W8 4 16 4 20 I PLATED SINGLE I I PLATE SINGLE PLAN ELEVATION W10 6 31 I CONNECTION W/8" I I CONNECTION W/2' TYPE 1 BASEPLATE 4 25 THICK PLATE THICK PLATE W12 6 37 e'xFLANGE STEEL COL., SEE PLAN 8 50 WIDTHx6 j' PLATE I STEEL BEAM SEE PLAN FOR SIZE. FV) (4)-3/4"0 F1554 GRADE 36 4 28 I I I FULL PEN PROVIDE LVL BLOCKING RIPPED TO 1/4 ANCHOR BOLTS W. 9" W14 6 43 FIT SNUG BETWEEN BEAM FLANGES O O I I EMBEDMENT AND 3" HOOK 8 57 CENTER i 4"THICK BASE PLATE ON LINE - O O _ 411 TTHCK LEVELING PLATE OIMATCH BASE PLATE Z 3 TYPICAL STEEL BEAM PAD OUT AND NAILER DIMENSION ON 2uj S-400 SCALE: 1-1/2"= 1'-0" o BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION -4" 0'- 1 4" NON SHRINK GROUT w w FOOTING, SEE PLAN AND o m � DETAILS FOR CENTER REINFORCEMENT LINE PLAN ELEVATION 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION TYPE 2 BASEPLATE STEEL COL., SEE PLAN STEEL COLUMN, SEE PLAN 0'-5.1" 3 -1`4 (2)-3/4"0 F1554 GRADE 36 0-24 0 1/4 I I ANCHOR BOLTS W. 12" EMBEDMENT AND 3" HOOK 114 CENTER C9 4"THICK BASE PLATE ON o O LINE 4'THICK LEVELING PLATE (2)-1/4"ANGLES Q TO MATCH BASE PLATE w I -R 9x3/8x0'-3", (1)-EA. SIDE, WITH (2)-HOLES FOR a" DIMENSION ON = I Q THRU-BOLTS r>Iv 2,. 0 0- (3)-3/4"0 A325 BOLTS 0-8�' 1 4" NON SHRINK GROUT wo w „ 0 4 m o FOUNDATION WALL, SEE (2)4 0 A 325 BOLTS AT W8'S Q PLAN AND DETAILS FOR CENTER REINFORCEMENT o I O LIME (3)-3/4"0 A325 BOLTS ._I SINGLE PLATE PLAN ELEVATION CONNECTION W/ R 9x3/8xBEAM O TYPE 3 BASEPLATE I THICK PLATE s WIDTH+2" (2) BOLTS W/W8 w 1 TYPICAL STEEL BASE PLATE DETAILS M LVL BEAM Lv 114 �„I„� • S-400 SCALE: 3/4" = 1'-0" I J (-- It 3x3l8xBEAM BOLTED DOUBLE ANGLE F_- WIDTH +2" f- CONNECTION AS PER AISC (2)-1/2"0 A307 THRU-BOLTS; NICK THREADS TO PREVENT BACK-OFF SOLID FULL DEPTH BLOCKING; SIMPSON TB1460S COLLATED WIDTH, DEPTH TO MATCH SCREW O.C. 4 G T TYPICAL STEEL BEAM CONNECTIONS TYPICAL WOOD BEAM FRAMING JOIST/RAFTER APPROVEDED EQUQUAL.. O STEEL COLUMN MINIMUM (2) PER BLOCKING S-400 T SCALE: 1-1/2"= 1'-0" 5 MEMBER co z 0 0 o c r� L3x3xl/4 TUBE POST J WOOD FLOOR JOIST/ROOF WOOD FLOOR JOIST/ROOF w z D- RAFTER; SEE PLAN FOR RAFTER; SEE PLAN FOR z J SIZE & SPACING SIZE&SPACING TOP OF STEEL BEAM J Q STEEL BEAM, M SEE PLAN FOR SIZE BOTTOM OF STEEL BEAM AND LOCATION w a A A M PROVIDE(2)-3/8"STIFFENERS m z U (ONE EACH SIDE)AT ALL n. STEEL BEAM z w Z) TYP. AT TOP GIRDER BEARING POCKETS 8" 0 `�' U w PIPE POST PROVIDE 1/2 SHIM WHEN BEARING W O AND BOTTOM 3/16 TYPICAL -� BLOCKING; AS REQUIRED AFTER BEAM IS INSTALLED SHEAR OR PARTITION WALLS ARE O C'7 rn FILL POCKET SOLID BOLT LAYOUT DETAIL A-A LOCATED ABOVE BEAM (V V U) WITH CONCRETE a • (2)-ROWS 1/2" 0CDUNTER-BORED, A307 BOLTS, PLAN AT PIPE PLAN AT TUBE AT 16"O.C., STAGGERED AT 8"O.C. SUBFLOOR NOTE:AT TJI FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. BEARING PLATE SIZE 3"X 4"X BEAM WIDTH +6" ¢ N Revisions W/(2)-5/8"0 A36 THRD. RODS X 8" LONG W/STD. HOOK - - - — - - — - - - - - — - - No. Date Description ____ T.O. JOIST 1 11/232 2" MAX SHRINK GROUT 2 / /202/202 REV. 1 PERMIT L3x3x1/4 SOLID FULL DEPTH BLOCKING; - - AS REQUIRED FOUNDATION WALL T.O. STEEL 3 08/15/2024 REV.2 4 09/12/2024 REV. 3 4 PIPE/TUBE POST I ' 5 --/--/-- -_-- 1"TYP. Drawn By : STB-_ __ Designed By : STB WOOD FLOOR JOIST/ROOF RAFTER 1/4 Checked By : AA (2)-1/2"0 A307 THRU-BOLTS, NICK Q TJI/LVL FLOOR JOISTS -ICN- THREADS TO PREVENT BACK-OFF 6"TYP. (OF 12' WALL) \" 4"TYP. (OF 8"AND 10"WALLS) PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER Date : 09/30/2022 BEAM BLOCKING (IUS @ WOOD FLOOR FINISHES. 3/16 TYP. NOTE: M1U @ STONE/TILE FLOOR FINISHES) Scale: AS NOTED @ 8"WALL DEPTH, PROVIDE FULL DEPTH POCKET AND FILL WITH GROUT UPON INSTALLATION OF BEAM 4 A - A 7 BEAM POCKET DETAIL TYPICAL LVL/TJI TO STEEL MEMBER S �400 6 TYPICAL STEEL PIPE/TUBE POST BRACING AT WOOD FRAMED FLOOR LEVELS S-400 SCALE: 3/4"= V-0" S-400 S-400 SCALE: 1-1/2" = 1'-0" Sheet# �C, ��Y \ �, � ``1 �;�' r �.�,� �� `'�` '�a\� u w� �. � ��',� ` .� ��t _. �, . .� . . .. .. .. F �� __ / r, �� . :-.,�, - � + _. � � ,. x., �� - .��• r. �._._ e r r .„... .. ... e �� t' , ..: �•::.. ��w ,,�� r �� ' �1 � �: _ �' ' _ ,�,. - ,ss. .r" .a' _- ��r - r Jl korl S' .J �J r Y v r . r :1� .... 1y�� \•(5...� ,A.p��,,.� �i a ��` �,►� \,�',l\7�1t•�� ? S � per•. 0. 194, % ft 7 � • i11'I� ai_S �t � N On 1) 10-91 w a �i q Y