The URL can be used to link to this page

Home My WebLink About52208-Z �o-aof sour Town of Southold * * P.O. Box 1179 0 53095 Main Rd UNn Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47098 Date: 06/02/2026 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: - 6955 Route 25 Laurel, NY 11948 Sec/Block/Lot: 122.-6-3 6 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/09/2025 Pursuant to which Building Permit No. 52208 and dated: 08/22/2025 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 to convert an existing commercial retail building into a multi-use commercial building (with a full sprinkler system) to include one retail space with separate storage space and 3 apartment units as applied for. The certificate is issued to: 6955 Route 25 Corp Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: C-25-0041 4/2/2026 ELECTRICAL CERTIFICATE: 26-445 -26-451 5/l 1/2026 PLUMBERS CERTIFICATION: William Gremler 4/17/2026 "Ak I uth riz 0 ignature �aoFSao TOWN OF SOUTHOLD BUILDING DEPARTMENT • �� 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#: 52208 Date: 08/22/2025 Permission is hereby granted to: 6955 Route 25 Corp 405 South Dr Mattituck, NY 11952 To: Construct additions and alterations to convert an existing commercial retail building into a multi-use commercial building with full sprinkler system to include retail and 3 apartment units as applied for perSCHD approval. Amended 5/27/26 to convert unfinished storage space to finished storage space, construct a 1-hour fire rated wall and reconfigure rear ramp. Premises Located at: 6955 Route 25, Laurel, NY 11948 SCTM# 122:6-36 Pursuant to application dated 04/09/2025 and approved by the Building Inspector. To expire on 08/22/2027. Contractors: Required Inspections: Fees: Commercial-Addition&Alteration $2,515.50 CO Commercial-Addition/Alteration $100.00 Fire Sprinkler-Commercial $300.00 Amendment Fee $381.00 Total $3,296.50 Building Inspector Sao ryOlo 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#: 52208 Date: 08/22/2025 Permission is hereby granted to: 6955 Route 25 Corp PO BOX 199 Mattituck, NY 11952 To: Construct additions and alterations to convert an existing commercial retail building into a multi-use commercial building with full sprinkler system to include retail and 3 apartment units as applied for per SCHD approval. Premises Located at: 6955 Route 25, Laurel, NY 11948 SCTM# 122.-6-36 Pursuant to application dated 04/09/2025 and approved by the Building Inspector. To expire on 08/22/2027. Contractors: Required Inspections: Fees: Commercial-Addition&Alteration $2,515.50 CO Commercial-Addition/Alteration $100.00 Total $2,615.50 Building Inspector East End Inspection Agency, LLC P.O. Box 35 East Quogue, N ew York, 11942 (631) 594-2272 Fax(631) 594-2598 office@easten inspectionagency.com East End Inspection Agency CERTIFICATE OF ELECTRICAL COMPLIANCE This Certificate c f Compliance is limited to the inspection and compliance of electrical!equipmpnt'ano/or Work % described below, installed by the applicant and not after the final inspection date listed. - ' i Owner: Shawn & Dawn Williams Date: May i i, 20YAY 1 2 2026 Address: 405 South Drive Certificate No: 26-445,. Mattit ck, NY 11952 Location of Property Inspected 6955 Main Road, Mattituck New York STCM Dist 1 000 Section: 122.0 Block` 6.611 Lot: 36.000 Permit Number 852008- [X] Renovation X] Service Change [X] Commercial [X] 2nd Floor [ ]Service [XI Commercial Unit 2nd Floor West Fixture Outlets- ACFI Breakers 1 Outlets 11 1 - Fan GFC1 Receptacle - 1 Special Rec. -2-20 Amp Smoke Det-By o hers AC Units-2-20 A p 1-9-1.00 Switches-2 GFCI Breakers CO Det-By othe s Other Fixtures-c. led Date of Roughing Inspection:11/18/2025 Date of Final Inspection:5/7/2026 The electric I work and/or equipment described above were'inspected and appear to be in compliance with local, state and national electrical code requirements at the time of inspection. Installer: Celi Electrical Lighting License Number: 1022 255 Ri verhead Rd West ampton Beach , NY 11978 Electrical Insp ctor: Edward Selten eich East End Inspection Agency, LLC P.O. Box 35 East Quogue, New York, 11942 EEI (631) 594-2272 Fax(631) 594-2698 office@eastanclinspectionagency.com East End Inspection Agency CERTIFICATE OF ELECTRICAL COMPLIANCE This Certificate of Compliance is limited to the inspection and compliance of electrical equipment and/or work described below installed by the applicant and not after the final inspection date listed. Owner: Shawi & Dawn Williams Date: May 11, 2026 Address: 405 South Drive Certificate.No: 26-446 Mattit ck, NY 11052 Location of Property Inspected 6955 Main Road, Mattituck New York STCM Dist 1 Coo Section: 122:0 Block: 6.00 Lot .36.000 Permit Number B52008 [X] Renovation. '[X] Service Change [X] Commercial [X] 1 st Floor [X] Service [X] Commercial Unit 1 st Floor West Fixture Outlets-4 ACFI Breakers- 1 Outlets-4 1 -Fan GFCI Receptacle =1 Special Rec. - 1-20Amp Smoke Det-By others AC Units- 1 20 D ctless AC 1-8A 00 Switches-7 GFCI Breakers- CO Det-By othei s Other Fixtures- -led Date of Roughing Inspection: 11118/2025 Date of Final Inspection: 5/7/2026 The electric I work and./or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements at the time'of inspection. Installer.Celi Electrical Lighting License Number: 1022, 255 Riverhead Rd Westh mpton NY 11978 Electrical Inspector; Edward Selten eich East End Inspection Agency, LLC P.O. Box 35 I East Quogue, New York, 11942 . EEI (631) 594-2272 Fax(631) $94-2698 office@eastenc inspectionagency.com East.End Inspection Agency CERTIFICATE OF ELECTRICAL COMPLIANCE This Certificate f Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant and not after the final inspection date listed. Owner: Shawn & Dawn Williams Date: May 11,.2026 Address: 405 South Drive Certificate No: 26-447 Mattit ck; NY 11952 Location of Property Inspected 6955 Main Road, Mattituck New York STCM Dist 10100 Section: 122.0 Block: 6.00 Lot: 36.000 Permit Number B52008 [X] Renovation X] Service Change [X]Commercial [X]2nd Floor [X] Service [X]Apartment 2nd Floor West Fixture Outlets- 10 CO Det-By others Outlets- 11 Other Fixtures-,10 led GFCI Receptacle -4 ACFI Breakers-4 Dishwashers- 1- 0 Amp 1,- Fan Smoke Det-By o hers Special Rec. -2 20 Amp AC Units-2-Duc dess Units 1-13-100 Switches-7 GFCI Breakers- Ranges- 1 40 Arr p Date of Roughing Inspection: 11/18/2025 Date of Final Inspection: 5/7/2026 The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements at the time of inspection. Installer: Celi EI ctrical Lighting License Number: 1022 255 Riverhead Rd Westhampton Beach , NY 11978 Electrical Inspe tor: = - Edward Selten eich ' East End [nape ation Agency, LLC P.O. Box 35 East Quogue, New York, 11942 E E 1 (631)694-2272 Fax(631)ti694-2598 ofrice@eastenclinspectionagency.com East End Inspection Agency CERTIFICATE OF ELECTRICAL COMPLIANCE This.Certificate of Compliance is limited to the inspection and compliance of electrical equipment and/or work described below installed by the applicant and not after the final inspection date listed. Owner: Shawn & Dawn Williams Date: May 11, 2026 Address: 405` outh Drive Certificate No: 26448 Mattit ck, NY 11.952 Location of Property Inspected 6955 Main Road, Mattituck New York STCM Dist 1 00 Section: 122.0 ^Block: `6.00 Lot: 36.0.00 Permit Number B52008 i [X] Renovation [X] Service Change [X] Commercial [X] Service [X]Apartment 2nd Floor East Fixture Outlets- 10 Dryer-2-30 Amp Outlets-8 Electric Heat- 1-6 foot, 1-1 foot GFCI Receptacle -4 CO Det By others Washer-2-20 Anip Other Fixtures-9 led Smoke Det(By cthers ACFI Breakers-4 AC Units= 1 20 0 uctless AC 1 -Fan 1-12-100 Special Rec. 2-20amp Switches-7 GFCI Breakers- Ranges- 140 Ar ip Date of Roughin Inspection: 11/18/2025 Date of Final Inspection: 5/7/2026 The.electric I work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements at the time of inspection. Installer: Cell E ectrical Lighting License Number. 1022 255 R verhead Rd Westt ampton Beac NY 11978 _ - ElectricalInspector: J. Edward Selten eich East End In ction Agency, LLC P.O. Box 35E E I East Quogue, ew York, 11942 (631) 694-227 Fax(631) 694-2598 office@easten inspectionagency.com East End Inspection Agency CERTIFICATE OF ELECTRICAL COMPLIANCE This Certificate of Compliance is limited to the inspection and compliance of electrical,equipment.and/or work described below, installed by the applicant and not after the final inspection date listed. Owner: Shawn & Dawn Williams Date: May 11, 2026 Address: 405 outh Drive Certificate No 26-449 Mattit ck, NY 11952 Location of Property Inspected 6955 Main Road, .Mattituck New York STCM Dist 10,00 Section: 122.0 Block: 6.00 Lot: 36.000 Permit Number B52008 [X] Renovation. FX],Service Change [X] Commercial [X] Basement [X] 1 st Floor [X] Service [X]Apartment 1 st Floor West Fixture Outlets- 13 CO Det-By others Outlets-12 Other Fixtures-2 , GFC1 Receptacle -5 ACFI Breakers-3 Dishwashers- 1- 0 Amp 1 -Fan Smoke Det-By o thees Special Rec. 2-20 Amp AC Units- 1-20 A. p Ductless 1-13-100 Switches-9 GFCI Breakers Ranges- 1 40 Arr p Date of Roughing Inspection:11/18/2025 Date of Final Inspection:5/712026 The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and iational electrical code requirements at the time of inspection. Installer: Celi.Electrical Lighting License Number: 1022 255 Riverhead Rd Westhampton Beach , NY 11978 Electrical Inspector, �� = Edward Seltenr ich East End Inspection Agency, LLC P.O. Box 35 E ,E1 East Quogue, N w York, 11942 (631) 594-2272 Fax(631) 594-2598 East End Inspection.Agency office@eastendinspectionagency.com CERTIFICATE OF ELECTRICAL COMPLIANCE This Certificate of Compliance is limited to the inspection and'compliance of electrical equipment and/or work described below, nstalled by the applicant and not after the final inspection date listed. Owner: Shawn & Dawn Williams Date: May 11, 2026 Address: 405 Scuth Drive Certificate No: 26-450 Mattitu k, NY 11952 Location of Property Inspected 6955 Main Road, Mattifuck New York STCM Dist -10CIO Section: 122.0 Block: 6.00' Lot: 36.000 Permit Number B52008 [X] Renovation [ ] Service.Change .[X] Commercial [XI Basement [ 1 st Floor [X] Service [XI Common Area Fixture Outlets-6 Switches-8 Incandescent FiXtL res-6 GFCI Breakers- 1 GFCI Receptacles-3 CO Det-By others Unit Heaters-4-4 00 Waft, 1- 1200 Watt Service Disconnect-1 600 cb Smoke Det- By of iers 2-13-100 Time Clock- 1-20 Amp 1-14A 00 Electric Service-E 00 Amp Other Fixtures-2 Service Cond Size 2 sets 350 mcm Meters-1 1-8-100 1-12-100 1-9-100 - Date of Roughing Inspection: 11/18/2025 Date of Final Inspection: 5/7/2026 The electrical work and/or equipment described above were inspected. and appear to be incompliance with local, state and i iational electrical code requirements at.the time of inspection.. Installer: Celi Electrical Lighting License Number: 1`022 255 Riverhead Rd Westhampton Beach , NY 11978 Electrical Inspector: - Edward Seltenr ich East End Inspe tion Agency, LLC P.O. Box.36 East.Quogue, ew York, 11942 )\ E ,El (631) 594-2272 Fax(631) 594-269.8 East End Inspection Agency office@eastenclinsppctionagency.com CERTIFICATE OF ELECTRICAL COMPLIANCE This Certificate ofr Compliance is limited to the inspection and compliance of electrical equipment and/or work described below installed by'the applicant and not after the final inspection date listed. Owner: Shawn & Dawn Williams Date: May 11, 2026 Address: 405 South-Drive Certificate No: 26-451 Mattit ck, NY 11952 Location of Property Inspected 6955 Main Road, Mattituck New York STCM Dist 1q00 Section: 122.0 Block: 6.-00 Lot: 36.000 Permit Number B520.08 [X] Renovation X] Service Change [X] Commercial [X] 1 st Floor [X] Service [X] Commercial Unit East Fixture Outlets- 17 2-Exit Lights Outlets-9 2- Emergency GFCI Receptacle -1 Smoke Det-By o hers Flourescent Fixtu es-14 Switches:8 GFCI Breakers- Electric Heat- 1- O.Amp CO Det-By others Other Fixtures-3 r Date of Roughinc Inspection: 11/18/2025 Date of Final Inspection: 5/7/2026 The electric t work and/or equipment described above were inspected and appear to be in compliance with local,state and national electrical code requirements at the time of inspection. Installer: Ceti E ectrical Lighting License Number: 1022 255 R verhead Rd West ampton Beach NY 11978 = Electrical Inspector- Edward Selten eich �OS�FFO(,�co Town Hall Annex h�0 GyJ► Telephone(631)765-1802 54375 Main Road oa P.O. Box 1179 y T Southold, NY 11971-0959 0 BUILDING DEPARTMENT it ...,t TOWN OF SOUTHOLD Q P R 1 7 2026 CERTIFICATION. Date: 14 6 5C og Building Permit No. Owner: �q 71,, (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this j. day of y-1 20 4 ) � S Notary Public, County CONNIE D.BUNCH Notary Public,State of:New York No.olBU6185050 Quallfled in.'Suffolk County C401mission Explre&.�pril 14,2 �� OF SOUTyo� -- - * . # TOWN OF SOUTHOLD BUILDING DEPT. Comm,��'' 631-765-1802 INSPEC ON [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. eoWlWWlf4et.-_l [ ] 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 R MARKS: k,DATE l 10 INSPECTOR OF SOUTy�Io Wyss ?��.� as Card # * TOWN OF SOUTHOLD BUILDING DEPT. y oom��'i� 631-765-1802 3� 1�I INSPECT10 [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] :FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: NtLJ r5G N`IS 961 , 6. oJ lV fPig Z.S DATE INSPECTOR OF SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. coutm, 631-765-1802 � - $ INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] R GH 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 REMA C; 0 �J • DATE �' •3�Y INSPECTOR Z 50UTyOlo 69�� Lr l _ Sfpnkl� �t - ------ # # . TOWN OF SOUTHOLD BUILDING DEPT.. cou 631-765-1802 . s�� "' INSPECTION' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. . [.: ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ 'FINAL [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: /4 l 1 e 1 acw,_ A 11 c2 k DATE DyLz9 1ZoZ-6_ . INSPECTOR--�5 � hO��OF SObIyO� 4 f SS - a� � ��a, . * . # TOWN OF SOUTHOLD BUILDING DEPT. cou�+� 631-765-1802 Ofo s 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: rt7r� fps p��l �' s 4,eo-ke On . e DATE Uglzg /ZOZ,4 INSPECT0R , OF SOGlyolo # # BUILDING T. y Y TOWN OF SOUTHOLD BU NG DEP O NiV�,o 631-765-1802 - INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] _FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �r-ol �-h 6.r Co-LJ PyJ c S DATE INSPECTOR SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 og INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ VNSULATION/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 R FM ARKS. n �"!m � ©''� "&*I vj'. 6 o - DATE 4114tiAr INSPECTOR Znym�L oe souryO� * . # TOWN OF SOUTHOLD BUILDING DEPT. ^ooNr+,��''�� 631-765-1802 As INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ULA ON/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: vc�/ ong'- LAW LnbAfn k m I, wt r/ A, 2 DATE INSPECTO Charles M. Thomas, R.A., PLLC 206 Lincoln Street Riverhead, NY 11901 e-mail: cdthomas63&ao�, l.com April 29, 2026 SAY 4 2026 Re: 6955 Route 25 Corp 6955 Route 25, Laurel Dear John Jarski, This letter shall serve to certify that the demising walls separating the apartment unit from the retail space, as well as the walls separating apartment units from one another, are constructed as one-hour fire-resistance-rated assemblies at the above-referenced property. The wall assemblies consist of a tested and rated system in accordance with a UL design assembly (UL U305), constructed of 2x6 wood studs with rockwool insulation, and one layer of 5/8-inch gypsum board on each side, with resilient channel as indicated. These assemblies have been constructed in accordance with the approved construction documents and are intended to comply with the requirements of the 2020 Building Code of New York State for fire-resistance-rated separations. Please feel free to contact me should you require any additional information or documentation. Ile ' •. Sincerely, nr ,y L Charles o Si 'R• r Dwyer, Tracey From: Dwyer,Tracey Sent: Wednesday, May 13, 2026 9:11 AM To: 'Megan Carrick'; 'Chuck Thomas'; 'dawillil @optonline.net' Subject: 6955 rte 25 corp Good Morning After receiving the revised drawings along with the health department approval I spoke with Mike and John to see the path of least resistance in moving forward with this permit. The addition of the office space, as depicted in the SCHD approval,will require planning by reason of intensifying the use of the property. However, as to not hold up the rest of the project, it was agreed that to accomplish everyone's final goal you should apply with a new application with five sets of plans(one for planning)for an alteration to the existing commercial building showing the conversion of the finished two-story storage to an office and labeled as office.That application will receive a notice of disapproval for planning approval. Once we receive the new application the building inspectors can close out the current permit, when it is complete, keeping the west space as finished storage. Tracey Dwyer Building Permits Examiner Town of Southold (631) 765-1802 1 hi6 U1 � L7 MAY 2 2026 PLLC MAY 2026 Charles M. -Thomas, R.A., 206 Lincoln Street Riverhead, NY 11901 e-mail: cdthomas63&ao1.com April 29, 2026 Re: 6955 Route 25 Corp 6955 Route 25, Laurel Dear John Jarski, I am writing in reference to the final inspection conducted on April 29, 2026, at 6955 Route 25, Mattituck, New York (Suffolk County Tax Map No. 1000-122-06-36). Per the 2020 Building Code of New York State (BCNYS), the first-floor apartment unit is required to comply with accessibility provisions as a Type B dwelling unit. In accordance with BCNYS Section 1107.6 and Table 1107.6.1.1, buildings containing between 1 and 25 dwelling units are required to provide a minimum of one accessible unit. As this structure contains fewer than four dwelling units and does not include elevator service, Sections 1107.7 and 1107.7.1 limit the accessibility requirement to the accessible story only. Accordingly, only the first-floor dwelling unit is required to comply. Based on the building size and configuration, a Type B unit is permitted in lieu of a Type A unit. A Type B dwelling unit is defined as a residential unit designed to be accessible and adaptable in accordance with the 2020 BCNYS and ICC Al 17.1-2017. These units provide an accessible route throughout the living spaces, including compliant door clearances, maneuvering space, and accessible controls. Bathrooms and kitchens are designed with adequate clearances and include reinforcement for future installation of grab bars, allowing for adaptation without significant structural modifications. Unlike Type A units, Type B units are not required to be fully accessible at the time of construction. Key requirements for a Type B unit, in accordance with ICC A117.1-2017 Section 1004, include: An_accessible route from:pubic_and common areas to the primary�entrance • An accessible route within the unit connecting all required spaces and elements • Door openings with a minimum clear width of 31 3/4 inches • Accessible operable parts in accordance with Section 309 • Clear floor space in kitchens and bathrooms to allow maneuverability • Reinforcement at bathroom walls for future grab bar installation Additional dimensional requirements include: • Minimum clear floor space of 30 inches by 52 inches-for parallel approach • Water closet clearance of 48 inches minimum width and 56 inches minimum depth • Shower compartment minimum size of 36 inches by 36 inches with required clearance • Kitchen work aisle clearance of 40 inches minimum • Clear floor space provided at sink, cooktop, and refrigerator for parallel approach This unit type satisfies the accessibility provisions applicable to Group R-2 occupancies under BCNYS Section 1107. Additionally, in order to provide an accessible route to the first-floor apartment, a ramp will be required in accordance with ICC A117.1-2017 Section 405 and BCNYS Section 1104. Please let me know if any additional information or clarification is required. Sincerely, . -• p a..- 1 t s , Charle h s 1• 4, " FIELD INSPECTION REPORT DATE COMMENTS •o r FOUNDATION (IST) ------------------------------------ FOUNDATION (2ND) VA z N%.001 CIO ROUGH FRAMING& PLUMBING y 1 r INSULATION PER N.Y. STATE ENERGY CODE la t nt lki XA (, - LAA 'F� e FINAL l � 2 ADDITIONAL COM AIENTS Z s .mot ¢'lam V7s cam- t t1 as r�rk�v a hr ('ot�o st R�ers�. -�cs� �z 4-23-U. .4t4rw. g s-��K Co-te- fin'S ►r - °`jell urdlQ.!► -��i. U�.LT (o — -POL a c/"Q-,I g I O z d oSurrotkc. o� o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT tea: y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�0 a°��ss Telephone (631) 765-1802 Fax(631) 765-9502 htips://www.southoldtomLnny.gov Date Received APPLICATION FOR BUILDING PERMIT ( (� ( �/ n Q For Office Use Only APR - 9 2025 PERMIT NO. O V Building Inspector: �uiCcf;;tg Detarfe�a� Applications and forms must be filled,out in their,entirety Incomplete, TOWn Of Satvtliold - applications wilt not beaccepted:--Where the Applicant is nottheLowner,an - - - Owner's Authorization form(Page 2)shall be completed --Date:— - - - - L OWNER(S)OF PROPERTY Name: ( q5-5" �"VR 26 Co VIP SUM#1000- JZ2-0to 3(a Project Addres -- s:- -._�9�`�.._Rou e._._ - -- -- ............ -.....-............... .__... --- - ---- - Phone#: Email [�atNl-II!..�. 0 - „&lin(• Atf- L'- Mailing Address: 14o- cSl2u.��'_._pY)v2_-,.1�1u.&-hlu�[�N .:CONTACT PERSON . 'r, - . < .. ,. Name Mailing Address: . . P _Box-57 .ors- 1�lY_.._Ll y.y_ _ _ __._._._._._. _,-.-. Phone Email: Ph #: _ _ .._..(�3.1_..e0�(.- 379. _.__-_ .._.._ ... -.._ _-. DESIGNPROFESSIONAL INFORMATION Name: Charr' �_-_. lVlGls Mailing Address Phone#: 5t(�� 7p'2� 3$—�� Email: C�� jjpmU3 �p3�gOj•Livvniq .CONTRACTOR INFORMATION: Name Mailing Address: - -Phone#: Email: ;DESCRIPTION OF PROPOSED CONSTRUCTION :- 0 New Structure ❑Addition ,RtAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ � __Will the lot be re-graded? ❑Yes Klo Will excess fill be removed from premises? ❑Yes-IRNo - ----�-- ram. 2- PROPERTY°INFORMATION _ k e"e-r.- 3*. c.;- ;. ._._.,. .rs^,- --.:a .r ,,..a.p ._r.,.....:, x_ .,...: n ._ :�o:• .-.<. i' Existing use of property: -Intended use6of property A Yed uR (Rtta I toL Zone or use district in which premises is.situated Are'there any covenants and restrictions with respect to 1 thisproperty? ❑Yes ❑No IF YES,PROVIDE,A COPY. 0 Chec(C Bax After Reading The owner/coot[actor/de4ign professionar is responsible for ali diainage and storm water issues as�provJded by Chapter,236 ofrtfLe Town Code APPLICATION ISpJiEREBY MADE�#o the Bu0dirlg DepartMA #or the Issuance of a Bu iding Permit pursuant to the}i3uilding Zone., Ordinance of the Town of Southgld Suffolk,County,New York�and other applicable Laws,Ordinances or Regulations,for the construction of,bulldings, "addttions�ali:erations or'for removal o�demolit�ton as herein described The aprpltean�agrees'to eom`ply with all applicable laws,prdinances,6ullding code,; � housing code and regulations and to admit author(zed inspectors on premises and inb'uilding(sl for necessary Inspections False statements made herein are � `pumshable"�as a Class A misdemeanor pursuant to Section 210 45 of the Ngw York State:Penal Law �`��; k" ��. � �' ;'.`` a � ; _._... . ., .,�.�. �_..,.�,� .��,_.,�.. �..�_ ..�-; �,..x_ . ��s ,..�.e.. � � :.>;._�x,,.xi.•tea � - Application Submitted By(print name): 0" 6 am C Authorized Agent ❑Owner - _. .z .. __.... . ,- Signature of Appllcant Date: gl9l2 S CONNIE D.DUNCN STATE:OF NEW YORK) Notary Public,State of New York No.0 1 BU6185050 SS: Qualified in Suffolk County _Commission Expires April 14,.2 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed.the said'work and.to make and file this application;that all statements contained in this application are true to the best of his/her knowledge'and belief;and that the work will be performed in the manner set forth in the application,file,therewith. Sworn before me this f "day of r 1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the.applicant`is not the owner) I, 1 1 YL residing at H� l ,s ; bJ 9 Megan Carrick )do h F J ereby,authorize _. --_ - to apply on m. behalf to the Town,of Southold Building Department for approval as described herein. i _ n Owner's Signature — Date a e Rrnt Owner's Name.. _ TOWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • 4 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowimy.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only E C E U E PERMIT NO. Saes Building Inspector: AUG 2 5 2025 Applications and forms.must be filled out in their entirety.Incomplete ' applications will not be,accepted.WORK IS NOT-TO BE STARTED prior; . to.the approval of plans and issuance of a permit:' Building Department Torn of Southold Has a building permit been obtained for this project?.fYes ❑ No If yes,building permit# Date: PROJECT 1NORMATION: Project Address: SCTM# 1000- dj (d (d City: �. a v T e,11 - Zip CONTACT PERSON INFORMATION:. Name: Mailing Address: Phone#: �C1 ,-7 _. Email: ._�J� to J j-' Preferred contact method(select one): ❑Phone ,Otmail CONTRACTOR INFORMATION: Name: Contractor License#: Mailing Address: 1 Phone#: Email: �� o� I f�-y lum b,. .D t)Qz , C c)M SCOPE OF WORK: „ Occupancy Description: ❑Assembly Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile Residential ❑ Storage Description of Work: New System ❑ Existing System Modification Sprinkler/Standpipe!Water Supply Fire Alarm/CO Detection Systems .- Other Fire Protection Systems . (Check all,that apply) (Check all that apply) , . (Check all that apply) 10NFPA 13,13D or 13R System gManual ❑Automatic ❑ Smoke Control ❑Standpipe ❑ Fire Pump ❑Protected Premises (local) ❑ Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: ❑Central Station ❑Kitchen hood/exhaust ❑ Other Floor Area(sq. ft.): .�1��.� - - - - -- - --------- 1 Check Box After 14eadilig: i,the undersigned,understand that the issuance of a permit for the type which is herein applied for is based on the agree -c ment to conform to all regulations and requirements.I further understand that non-compliance of said requirements,by myself or any officer or employee of the firm or individual listed as the applicant on this form,shall be cause for revocation of said permit.Upon revocation of said permit the applicant or any employee of the applicant shall be prohibited to conduct such work for which this permit was issued.'rhe reissuance of a permit shall he based upon review of the circumstances leading to the revocation.Any false statement(s)made herein are punisbable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law Application Submitted By(print name): , ; �) 1j � S ❑Authorized Agent Owner -- -_- '-3 Coinpany(if applicable): ly Applicant Sigliature: , `_ ,� Date: FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). /CARBON 111:i';t't"^:t?';l? l�l { "1'�r'�ti SY GII; t • FIXED FIRE SUPPRESSiON. HOOD St Fl.HAUST SYSTE?YlS SUMUT" A),G€,FIDEI_17`14-_1'S FEES A$300 permit tee is required for a non-residential permit. A S 100 Certificate of Occupancy fee is required if the project is not part of an existing open building pen-nit. All checks should be made payable to the Town or Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit. Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. FOR OFFICE USE ONLY Amount Paid: Check No.: FM: Permit No.: Date: MExp. Date: 2 Che�k,So%After,Wading'-`i,the.undersigned,understand that the.issuance of a'permrt for the type which is herein apphed'for is based on - t}ie agr'eementto conform to allregulations'aud requirements I further`understand that nori compliance of saidrequirements,liy myself or any officer or emp ovee ofahe firm or mdrvidual listed as the applicanton this fo"rm,shagbe cause for"revocation of said permit.Upon revocation of said•pergiit the applicant ovary employee of the applicant shall be prohibited to conduct such work for`which this per ink was issued.The reissuance of a,pefinit shall be 'based,upun review of thecircumstanees leading tojhey.evocation:Ally falsestatement(s),inade herein.are punishable as a:Class A-misdemeanoi-pursuant to 5eeiion 216.45 of the,Penal Law a . Application Submitted By(print name): ❑Authorized Agent Xbwner ):Company(if applicable - - _ . -_ -- Applicant Signature: Date: FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES • FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$300 permit fee is required for a non-residential permit. A$100 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. ;FOR OFFICE USE ONLY Amount.Paid: Check No.:. FM: Permit No : Date: Exp.'Date:. 2 vmwns.w-.ro+•a«rwaww».,a•°r:-,•,rw>.. .. ,»�. .,.,.......,W>..«e,:tea»rose+.»-«•z<t„u..s.w•^.+.::vt '.ar», r.,aa•.v ,.....,......,.....:......... ,..,.•z.< r-.._,•o-. .,_, _.,_ - _ - 49'-9" • o A DI : APPROVED AS NOTED e, 4" -8" : 5'-8" 7'-0 d � gyp /L-S UP i m _ —.� b s I� N 19R ! a ,R f-MITI FlRE MARSHALAT 631.7u -1Er? REMOVE EXISTING STAIRS FOR i z ( �i e � : c �` { FOlgTHE FOLLOWING INSP=10I & NEW STAIRS. PROPOSED STAIRS " OF 7A E A MMAX RISER HE IN. TREAD OFG11t. £ ' �: 20—3 .. ld� �' pill) v; _ }, �^. CO,f?1JA"�CE TESTII"dG & FINAL VISPECT104 a I � II ( d % pa g t `► _.�: >.r. § • 1"' � a r d'o .I ' ' i s{' a °. 1 a • 1€,, ALL NIO 4 V At COMPLY V.ITN .A44 MIN STAIR wl CODES EAD 0 PL^ .0 fFF e > T� SACCORDANCE WJ mUP SECTION 11011.2 t\ s £" R PROPOSED CQNCRETE PATIO 12" BELOW In Ipo a FINISHED FLOOR .- 1. w 0"'f=17 YOX STATE. .,..t x 4- To L o 'l •' i S +s'1, RAMP TO COMPLY W THE I d 2020 BUILDING CODE OF NYSFF I o PROPOSED & ANSI 117.1 STANDARD I .� ".. .. t —v, MAX SLOPE OF 1:12 RAMP I w MAX CROSS SLOPE OF 1;48 I 3'-8" I -3'--B'- + 38" HIGH HAND RAIL ON REMOVE EXISTING ROOF FORS r .a ; 1 b� f $ Jt 5 PROPOSED BALCONY - � # � {`( I w .a" EITHER SIDE OF RAMP ��"~ ' CONSTRUCTION I _ f i UNIT 1 8»X8 STORAGE _ HEADER PER' EXISTING awNlEX{STING BILCO DOORS TO REMAIN BATHROOM 36 HIGH HAND TJI 230 t=0 ..p..._.a..... .._., 1 .1 _ _ £ ._ .. i SINE OF R220 ABOVE AIL (TYP) p o = 1 PROPOSED I = 2"x4" BOX GIRDER w �3� I I ��y)�r^��` in w { n a : in ( PROPOSED 1 .0 7'— 0" TO BO'7 7'-4" INTE QECK r 5•�0" p 0 M�ADERE ev I ( 1 r23046 ' _ BUL N 23046 PRESS REss (�'.Z.�Y1Q. «a .- ExisIiNGq. » � l = p14 _(2) 9 " ML HEADER _g ORNIT 2 rn (2) 9 ML HEADER S AGE - �; 1'. Ig { m •° � C1 i 14'-4" , LINE OF NEW S LF CL ING S GRACE o CONSTRUCTION (TYP) 1°I. to i 1 i PRROPOSEO = I ' ) ''� T 3 *, PRO p 0 1 �TORAGE 8.T-0» t ¢LhM �" R r OOM g REMOVE ExISTNG Doa ` a ao ` � ' "®` L`1a x , _ I & INFILL WALL STLID DETECTOR 7 " CONSTRUCTION I NIT -#-I ck EXISTIN WIN a t 2 BEDROOM �� .. WACLAF NEW EXI O REMAIN 't(T � I WALLYP) �'; r Nt SEE [DETAIL FOR ADA COMP LIANCE '1� 6�0 a " N 6._2.. I� I lZH 20 SPLIT ' i OC UPANCY R — VEL DRINKING N LOAD: 4 I� I OUNTAIN MODEL ` +� OCtCUPA T — 125 CFM EXHA 5 �`� ZSTL8VdS $: I g_p» J'-0" .� CLOSET. . FAN TO EXTERr R i i�j I I �» oJ ? p' = I S SMOKE " DETECTOR '' j ' 2—L YERS OF �" SHEET ROCK v _ p o ON OESILIENT CLIPS ON BOTH I x• CARBON . 1 rt. „ o "�� P POS[: I P i SIDEfi OF 2"x6 WALL STUDS d —MONOXIDE tty INSULATION w- a I t r o DETECTOR I ROOM 1 co WITH ROCKWOOL INSUL w« . (2 OUR FIRE RATING) TO BE i 13 l CONSTRUCTED AS A FIRE --d M I } t _ 1 -4" 3_6 8-0 BARRIER (SEC. 707) (TYPICAL) ► gam , //4 w^ 1 / j t } R3 .. . . Y { 4� ;� R _ 77 r�-w .r !""' t w OW 4tJ V .J a t'S j �.. l ,•, 1 Y 4+.� ,a 8 y '�>„. v�" * ^✓�e*M�` ' ate' a°�' vs z z ev °" I v> ni cK owl CL in 4�e 0 Z aUI 4_ _ - ' 6 J I —'. -.....—«.. Qw o 'n a o 9'-7 era a Io I . OCCUPACY BjM ' s I OCCUPAJT LOAD: ';�, ' E> Ll -, IINE IOFw LAY d GROUP B: 11 r o wo ¢a EILI G I — GROUP M: 26 ► _._,..w. ,... ... ... .. . ... . . — ,�0� 3'_g— � iv , •ATM � 4�� .�'' ��-� .; � ! ``� l �-�1 t; j ��°��.�°��I �- I �,'•E'' _ PROPOSE) ,-a 5" 7ANDARD STEEL PIPE COLUM ,. BEQRO M 8�-5" ON 36"X36"X18" DEEP POURED , 1 a 00 CON RETE FOOTING, E CTOR DE "I `� w 2-L YERS OF SHEET ROCK tiQ i 2 d . R'ROP05ED I "� a ON RESILIENT CLIPS ON BOTH B THROOM N oI SIDE OF 2"X6" WALL STUBS co V4 ROCKWOOL INSULATION --A — # " RATING) T E ! . 7-5 (2 OUR FIRE RA NG} O R CON TRUCTED AS A FIRE Bull T INS �p� BARRIER (SEC. 707) L LINE OtF tVw�`a �.G?4STR CTON (fY—F) WALL CONSTfRUCTIION BETWEEN UNIT 3 do ELF CLOSING RETAIL IS BE 2 HR SEPARATION 00 CONSTIRUCT N (TYP) 21'—3" 1 BR } Q 11 7 8 " TJI 560 16" OC. t° 1 11 7 8 TJI 56O @ 16" OC. a o FIRE DOOR TO BE SELF `� 0 ti CLOSING & SELF LATCHING IN o COMPLIANCE WITH SEC 716,2 � � !`� a p 5 1270 1270 P5 55 1270 1270 LINE OF EXISTING WALL OBE g� P P TE P REMOVED I I COVE ENTRY _. . , I COVERED ENTRY , NEVv " HIGH AND RAIL ( _� .p' �»" A,: c D ER�Y�Q 4'4 01 IN TE P TE P l , RAMP 0 COMPLY W THE r ram_. w w 2020 BU LDING CODE F NYS 36" HIGH HAND RAIL ON z a F PUBLIC ENTRANCES � o & AN 1 117.1 STAND RD EITHER SIDE OF RAMP 60% O m2 r i { UP MAX SLOPE OF 1: 2 ARE TO E ACCESSIBLE IN '.� ACCORDA CE TO SEC. 1105.1 �� 0 50 MAX CR SS SLOPE OF 1:48 FE 10'-21" I 1 5'-5" 7'-6" 7'-6» Iie ' 3 t 4'-10" % I t � LAN P FIRST FLOOR P 1 SCALE: 1/4" = 1'-0» i. PRODUCTION OR PUBLICAT d THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, RE � - THIS PROJECT IS IN CtNIAPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. I REMOVE EXISTING STAIRS FOR NEW STAIRS. PROPOSED STAMt- TO HAVE A MAX RISER HEIGHT OF 7" 6c A MIN. TREAD OF 11". REVISIONS D E S C R I P T 1 0 N S i AIR 4'-4" 4'-0„ 1,-10"..W... 6'--6 3- B 3'-8" 44" MIN 51"AIR WIDTH IN INE OF EXI TING WALLS BELO L I ACCORDANCE W/ I o I SECTION 111011.2 aL 36" HIGH HAND RAIL o PRC POSED INTEGRATED) INTO 42" HIGH I �1 AL 0 0 I I PROPOSED I j GUARD RAIL PER NYs hBUILDING OODE (TYP)REMOVE >xl NG aooF Foa LAN�NB XISTING FOUNDATION WALL PROPOSE BALCONY I I I F EX"STING TO REMAIN`; .,,.,.CONSTRUCT N (SEE DETAIL) _.. .�. (....... _ NE 0 DECK __ _.. W_ ._ ... ..._._... ..._ _ .._. ` ..... . __. --LINE ... � __.. . .... ___ . ..... I __.. .� I ____I.. _ _ TO`mBE-REMtdVED___ .._...._.__._...__.__.__..___.._....__....�_...._.__...._.__� . .._.._.___._. _ . a �RtssS (2) 46 I I O I FIRE DOOR TrOI BE SELF n �� p w �..._ "� ING IN COMPCLOSLIANCE' WITH SEC16.2 I 11T F-yr 1 (2) 9 " ML HEADER 2 9 ' ML HEADER 6� EXISTING 81LC0 N I TO REMAIN '" R D I —EXISTING WINIDOW TO BE LINE OF EXISTING ( e a z Li -F-'" RE OVE , INIFILL WALLS TO REMAIN ,,cot ISTRL CTION (TYP) I d PROPOSED t z wI .* a fit STEP DnWrtW ,:.. L , UNDA TIONEXISTING FO € a w I WALL TO REMAIN x 3� EXISTINGw IV oFOUNDATION WALL SMOKE DETECTOR 1 �I a�� z1 I TO REMAIN CIO `� - o) �, a. I �+ EXISTING LALLY " t s LINE OF NEW i. ) I ,--. •• ?� Ad ? `' )h - 4 ��i COL( MN (TYP) •t,.. .. ... ro a CONSTRUCTION (TYP) 522 SF 1 BEDROOM N of o aowI 4-4 i OCCUPANCY R z z o z I v "• M�--- ' � 1 E . . a .n ,� � C« r t° OCCUPANT LOAD: 3 �° _�afrr III �^^ « - - I e , n a 41 EXISTING LALLY EXISTING / 7._G. I s s� I I COLUMN (TYP) . r COLUMN (TYP) . .� SMOKE _ MI CORRIDOR o�'z R It S DETECTOR .0 `" WIDTH 36" CLoMEt C; r CARt�nN I Dw (SE 110N 1020,J) C -MONOXIDE N O IDE W e EXISTING LO R EXISTING LOOR sc9 I DR R. E`tE d `T im_� i f�A«i t l t L . JOISTS Fck� AIN J fSTS 0 EMAIN i1 EXI :ING Y 2—LAYERS OF SHEET ROCK , 125 CFM EXHAUST n a'�q t �(1 1 uj '"" m •a I ON RESILIENT CLIPS ON BOTH o FAN TO EXTERIOR rn� •- I Ng <» g � a? 1"" In - ► A T I SIDES OF 2 X6" WALL STUDS -1 ?ate +y� m •fip `'"-. '°t C t`,. a<" < WITH ROCKWOOL INSULATION00 t (2 HOUR FIRE RATING) TO BE 6 N p 2'-2" REI-. L OSET. I " r°f F �`) � �A 11 "�' ^1( TO REMAI LU t 4-0 I v> s ,., z CONSTRUCTED AS A FIRE j 2.-2N Sr, UJ xr jj t} Vhr ' ( �J 4`Cat" BARRIER (SEC, 707) (TYPICAL) I W ui W i 1j 2 HOUR RATED s 2 HOUR I�TED WALL Qy DR R. 1 f n '' a EXISTING ' 4 t ,, ( zlv/ F ttet? COLUMN (TYP) .. ... I t F.._. ....:.y <,', ,,.., ( i 11 f N M 1! 4 W .d r h ff.rwMM "Y ii Z Z "" DN 9 -5 5.. " rt"T wa) II 16R I I - EXISTING GIRDER TOT z ' -- MAIN fl EXI TING WINDOW TO BE �i t I H ry��, I I I � �- t4�t ) 0 W .... I I . z 8I RE VED. INF'ILL II C �TR11CM F N 7'�T,AUSSzl �'j ,t ip EXISTING 0 0 36" HIGH HAND RAIL �° ,� I �'"" P �. I PROPOSED U.0 1 � I -� :�� _ ,M%MC , EXISTING F . � ! I i UN�INI5HED INTEGRATED INTO 42" HIGH I f� SMOKF3 9 r, Q SLAB hg GUARD RAIL PER NYS �.J DET>cToa I mI WALL TO REMAIN STORAGE BUILDING CODE (TYP) I CARBON ° = I -,,c TO REMAIN l EXISTING o 2 I C - MalloxldE vI I cc (TYP) '' « 00 DETECTOR ��e 2 M` ..XISTING LALLY ''.. � L� ,�,» ��` ', ( C. ". COLUMN (TYP TAX ' �1 , 1 i 1421 FSTUDIO I w( ...f. ExlsTlc GIRDER To II f � '" OCCUPANCY R I I _ i W e REMAIN a Q I II EXISTING 1h+INCDjOW TO BE I I OCCUPANT LOAD. �� I t __ " I '� �L REMOVED, INF"ILL 3-3 I I �� 1 s� """ mo II CONTRUCTIOIN I i I x I I EXISTING FOUNDATION- ALL C�r1il ALL TO REMAIN " PROPOSED . - .. t C� � " , I' } I FE �- pA gq f t € 2 5'--5" , " �� C, "" '� � �;.. a !g a a�.,:r, 1 J`°r J' , ... `°'a.T'�" t Jul 9_I k .. 'i'f. Y "'r f•,t ag'$ "';t" .w I 1 -1 p w t 11 akt�t #t^^ 5- 4- PLATE HEIGHT 5'-4" PLATE HEIGHT 5'-4" PLATE HEIGHT 4"X4" POST (2) 11 b" ML HEADER 4"X4" POST ( �t I I s a o i , -� i ( � AX251 FWG 6066 AX251 x --- LINE F EXISTING AX251 AX251 AX251 jti i AX251 TEMP TEMP / » .................__ _ I l+6V O E p ROOF OVERHANG PROPOSED PROPOSED PROPOSED EXISTING FOUNDATION WALL I TO REMAIN :ba a DORMER DORMER DORMER I z I I35" HIGH HAND RAIL INTEGRATED INTO 2 I -' 42" HIGH GUARD RAIL PER CODE HEADER LINE OF EXISTING WALL BELOW 4 >t _ EXISTING rJF. 2'-0)" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" TO REMAIN '( " " SLAB. �P�E N l7, ' _ .._ ................. .._ ..._......_........_..._ ..... ..... _._ TO REMAIN * P��,' UF�� O 7-3" 7-3 _ EXISTING FOUNDATION o WALL TO REMAIN 3'-5" 4'-0" 3'-6" 4'-0" 3'-6" 4'_0^ 8-1 14'-6" 4 -g M 48'-9" ADO 502 �S ON L►� C L5 U E J U N 2 5 2025 P SECOND FLOOR PLAN -- _ �� " � � �� .` � � � FOUNDATION PLAN Town of SOuthOld � f7 f �. SCALE: 1/4" 1'--0" , y. .. -` 3 SCALE: 1/4" 1 -D" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPAREb, REUSE; REPRODUCTION DR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE IC t RESTRt T1ON, E C E V E D F NEW DES 6 J UN 2 5 2025 CO `�� :::;R`�os W r Soul.- Dep OA • � 25• � Rpm Q. Name �r ZsCv�Rt� ate Location 2 Building System WEE Contractor V L Contract No Calculated By Drawing No. Construction: 0 Combustible )KNon-Combustible Ceiling Height Ft. Occupancy t 4S stem Design:. NFPA 13 0 LT HAZ ORD- HAZ. GP 01 2 03 0 EX. HAZ. 0 NFPA 231 0 NFPA 231: Figure Curve 0 Other(Specify) 0 Specific Salina Made by Date Area Of Sprinkler Operation ZSR Wsti- Density "et 0 Dry 0 Deluge 0 Pre-Action Area Per Sprinkler t O o Sprinkler or Nozzle Hose Allowance GPM: Inside Make► Model Hose Allowance GPM: Outside Size ti -Factor_ Rack Sprinkler Allowance Temperature Rating t Calculation Summary GPM Required. to PSI Required . 3E•� At ba a of Riser - - `C" Factor Used: Overhead t764Q Underground � o WatWer ply �tec.ElQ f) Pumpnata -lank nr Res=oir Ak Date & Ttme °` A�� Rated Capacity Capacity Static PS i UM At PSI Elevation Residual PSI Elevation GPM Flowing 161E1! Elevation Proof Flow _ GPM _ Locatio Source of Information Commodity.Storage Commodity ' Class Location Storage Height Area -Aisle Width Storage Method: Solid Piled �g/, Palletized % Rack % 0 Single Row 0 Conventional Pallet 0 Automatic Storage 0 Encapsulated 0 Double Row 0 Slave Pallet -0-Solid Shelving 0 Non Encapsulated 0 Multiple Row 0 Open Flue Spne-ing in Inrh#%_q Maaranra From Tap of Storage To Ceiling ' Longitudinal Transverse Ft, in. Horizontal Barriers Provided Ir- NE14,�O Contract Name: Z Sheet aR Nozzle ly7nw in Pipc Pik Equiy, Friction . Fressure Normal .No - 'r►a'' ..'' � Ident, epnt size Finings Pik: Loss Summary Pressure w a and Ou) mid Length (Psilfl) to Location T7rviets i N�OA :0 �i L �t P L d v PE Pi - NP PC Pt 1.5,11i Pi 1 � _ } P o Pf ' L. Pam' pl, t. F VMS P, 419L.7- PV pt V� p r f P, pt pr t�n a I I i r T _L40 Pt � i. • i.a F pr P �n t p P, Zd i Pt T .WO} t - - 'L pu q Pt P, Pti> i 'r' p � p �3•lV�J� :: Pt � � I _t1 wt 'II •I 1 -1.1. IN �ra� rmmmm �r®�� mma�o�� `III �lir �Si�I I � i��ry SITE PLAN OF PROPERTY THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. SITUATE LAUREL6 C' qA TOWN OF SOUTHOLD / SUFFOLK COUNTY NEW PORK ,.°` '"� „* L i..J}r of _ " � ` ��r f �j ARCHITECT S.C. TAX No. 1000- 122-06-36 SCALE 1 "=20' AREA = 20,520 sq. ft. REVISIONS D E S C R I P T ION 0.471 ac. S THIS SITE PLAN HAS BEEN PREPARED USINGTHE 4ti� THE SURVEYOOFI NATTHAN OCORWIN, LAND SURVEYOR FROM NATHAN TAFT CORWIN III LAND Z� �G� SURVEYING P.C. DATED NOVEMBER, 20 2024. s ' N .1tiys N`bIZO NOTES: 1 . ADDRESS: 6955 ROUTE 25, LAUREL, NY 11948 �c:• G 5 2. GROUNDWATER MANAGEMENT ZONE: IV (600 GPD/ACRE) 3. ALLOWABLE DENSITY: 282 GPD 4. EXISTING SYSTEM: EXISTING GREASE TRAP TO, BE REMOVED d� G�P�°aG ��p G� `�� •O ,lb Na 2,500—GALLON SEPTIC TANK (10 X 5 LD) a Ga °Qti� a O (1 ) 8'0 X 4' ED LEACHING POOL — (5) 8'0 X 8' ED LEACHING POOL vo 5. EXISTING SYSTEM TO REMAIN AS PER UNDER FLOW 'ToJ a�� D EXISTING APPROVED SANITARY FLOW: 750 GPD, PER THE BOARD OF °e°°� >>� p QP� REVIEW DETERMINATION FOR F93- 135. s" v c' PROPOSED FLOW: 531 .92 GPD (SEE CALCULATIONS BELOW) ° p d ° yes°Ro`' � ° 'Fy' 'D v�°�` `�r°JG , 6. NO SURFACE WATERS OR NEIIGHBORING WELLS WITHIN 300 , d'pp" Y RESPECTIVELY. y°6p°2,op° d ,moo ° �Q � �;• ��o�o G�' Y �� AND 150 OF THE SUBJECT (PARCEL, � d D � a 7. NO EXISTING UNDERGROUND STORM WATER DRAINAGE STRUCTURESy °JP IN ACCORDANCE WITH PREVIOUS. p ° ' aG• 4�yJAoA °oFAs, Goo` Q� �' e°o D � F'�T 'sy � p tip, O • tr ° - 8. NO NEW UNDERGROUND UTILITIES PROPOSED. r0 .•r4pQpr:... F � p. 'S 0�p� A � � LL 110, p d FIRST FLOOR AREA 2271 SIF (EXISTING) "� ° D ;:`GO? Q mci�G: d O 0 SECOND FLOOR AREA 1870 SF b°� y � d D D of �► J Q �° �� '?' A\ LO TOTAL BUILDING AREA 4141 SF �.� e ° 'S�F q, � `�Yp �•�`�°��c+ ° ti6' � 0J�0 0P p��. �°d cA�,`'� ° "�oF 4141 SF X 40% = 1656 SF ALLOWABLE FOR APARTMENTS y� °°cos ��° �, ��. P,� �o PQ - �,� ° ° �F t^\I �� °� �PQ GC \ D D 2 y'F O (40% OF BUILDING AREA) d a D 6 J L`10�0 °n �P��,�` ° a ��, 11 1 {— (\J ul (3) UNITS TOTAL x ° ° Q �� °6a y ��' ,� °' ti 'oCIO w W (1 ) @ 421 SF STUDIO UNIT (SECOND FLOOR) d y�� ° °° �� yF� RLij �S �a (1 ) @ 522 SF ONE BEDROOM UNIT (SECOND FLOOR) yn `�� h ��° yn d �e�� Q (1 ) @ 713 SF TWO BEDROOM UNIT (FIRST FLOOR) "2�, pC 9�� p D �'j �� a o d �GSyP4 c) Lo O (TOTAL SF OF APARTMENTS = 1656 SF) d ti9 5°a o�� w ° c' In W O SANITARY CALCULATIONS d d ° p° (aG. °0° � D d O :�i EXISTING APPROVED FLOW 750 GPD D ° ° LO I— °9W• ° ° d ° ° t, < u PROPOSED FLOW m ° °° e (n (3) UNITS TOTAL ° d p (1 ) @ 421 SF STUDIO UNIT (SECOND FLOOR) = 110 GPD (1 ) @ 522 SF ONE BEDROOM UNIT (SECOND FLOOR) = 150 GPD °c D (1 ) @ 713 SF TWO BEDROOM UNIT (FIRST FLOOR) = 225 GPD �o Got�J RETAIL 1564 SF @ .03 GPD SF FIRST FLOOR = 46.92 GPDo TOTAL BUILDING FLOW = 531 . 92 GPD ` d D ° EXISTING APPROVED SEPTIC; DESIGN CRITERIA EXISTING 2,500 GALLON SEPTIC TANK Charles M. Thomas CAPACITY REQUIRED: 140 PEOPLE X 15 GAL/DAY/PERSON = 2,100 GAL a r c h i t e c t PO BOX 877 JAMESPORT, EXISTING LEACHING: NY 11941 631) 727-7993 500 SF X 1 . 5 GAL/SF=750 GAL sP SITE PLAN PROJECT 600 SF X 3 GAL/SF = 1800 GAL 1 SCALE: 1:20 TOTAL LEACHING = 2,550 (GAL PROPOSED SEPTIC DESIGN (CRITERIA LEACHING: 531 .92 GPD/1 .5 G/SF/D = 354. E SF SITE PLAN EXISTING 2,500 GALLON SEPTIC TANK 8' DIAMETER POOL = 50. 26 LIN FT OF POOL. PROPOSED CAPACITY REQUIIRED: 50. 26 LIN FT X 8' DEEP POOL = 402. 08 SF OF LEACHING I 531 .92 GPD (TOTAL BUILDING) 50.26 LIN FT X 4' DEEP POOL= 201 .04 SF OF LEACHING SEPTIC TANK SHALL BE DESIGNED TO HOLD AT LEAST TWO DAYS' DATE: 4/9/25 ONE 8' DIA X 8' DEEP POOL REQUIRED. PROJECT No. DESIGN SEWAGE (MIN 1 ,200 GAL) DRAWING BY. MC � FIVE 8' DIA X 8' DEEP POOLS & ONE 8' DIA X 4' DEEP CH: 531 . 92 GPD (PROP) X 2 = 1 ,063.84 GALLON < 2,500 GALLONS KBY. PROVIDED. DWG No. W4001 00 354.6 SF OF LEACHING IS REQUIRED ' Of 2,211 .44 SF OF LEACHING IS PROVIDED c F THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. f THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. SITE PLAN OF PROPERTY SITUATE r LAUREL LOCATION MAP a t'. - Yh�•Y bpY�. ti.,' -,;i . ';,:'4.� ,., � .., ' .'�".',� - � .. �,_, w 4 ,' } `� w•�Yro; r � f'' 3 TOWN OF SOUTHOLD R_ j .. • r ':"e„ r , . ',," t,_ 'a :}.. +'1a". •..'{w, eql^♦ .e . _ „ }. _ � x':N x •-s• ,'� 'r;:.{r S, ..r- ,i, n,: V 'd '}affh xr,r ,p'a,s ,3 SUFFOLK COUNTY NEW YORK ARCHITECT � � M ,mow i E- ,,z ..:-t, 3.. §•i• "'° {, a., I'. •r, -r•' +:d"' ....-em1. "t' S5 ;- .i ,"t. A.t,§,, •+l- e "R ^'ss`1 w" 1 ... .. &-. i .fro.;.n n'KMyM.+. ,z„'-, S.C. X No. 1000 122 06 •3 TA 4' ^1\• • n t SCALE 1 -20 �... ,,<< ,,s' + - f~ S ,' •h" i .' `.q " . ' +,• Via; :� r1 !, '.+e, R!; , 'E ".ynp, e' - 'i',r't°'-,,ktr•,a ... - ,'„e y.'3 S1 F ,Rr yi ..t `.5`• g'"a-1 - ,,,.-.. _ rj REVISIONS D E S C R I P T I 0 N AREA 20,520 s 0.471 ac. ``` 't' „' "' *. " ', ' :;;.. , :f; '.,,.. �'�:,' a.' ',�^^`.. Y.• .`•, ,!,, ,;,,c; �,{ri;,r"r` �"�, ' ,. fie, .,,,,".. 2/24/25 HEALTH DEPT EDITS .74 .:},ryry , .;ti` '"' .^ .yl _ a" .t••r - . . .-- . ,°PZ .M ..y.e '. •I;'-?? - : °t y ,},- _` �• rya '''"a. s n, <i ,. < ,b,• ..d` 4.1+L i r ,is, ,. '.': `- x`, �-. '', ' ` `':,_ - ,""" ` w'•x -', 3/28/25 HEALTH DEPT EDITS THIS SITE PLAN HAS BEEN PREPARED USING ' - ' 6695 ROUTE 25, LAUREL ��.' -.� }' ,��=��" '_v,-• ' A ti J �» ;.' _.� .• ,.� •� ''' �; -�^ �.�' °,•":, � ., 7 t.-i THE INFORMATION FROM THE ' c { + „ •`y, F:t- a , e+^•'rf '"` r� .° T', t'�,1..1`rtl. y ; / / HEALTH DEPT EDITS SURVEY OF NATHAN CORWIN LAND SURVEYOR 4s ~;�`�: '-'�y `;� `~,'�[ ; 9 �\ � ` � • jo , ,«''e-. '•. _ . • r .6;r1"`..,/',{!(p. ,,k.M'"^� 'any .y. •'~ era ',+c. ''" t FROM NATHAN TAFT CORWIN III LAND l 44ti SURVEYING P.C. DATED NOVEMBER, ,"ZO 2024. S� s .1. q �;x L ." aA , Y ''� ^ + ,` '` *y a• t i' Sr rrT l . : •; .% .4t >aqt ,d «..ri R c„` -\ y 'i x ,.•,` -'NN°F"'• '' ,• , NOTES: ! O '� �Plv� > I'�w,'.i~ -,-c ,• , ,�. ;s'„y:, .,1,z yam+ ... _' .` ' ,.,1, } . - ;y.' », Y:.t-':a;++e'"'s g. Q A A{ zo 15 Gp•� °�,�� `:,^ ''1, i i'-, .5 }'.,w_ 'r r` p••SSA '1 J- ,R •; " .,,}, •} ,v,.R^ Cat` h '4 '. ,. t• „ •} 'vy'` w3, ; "T,•4. 1 . ADDRESS: 6955 ROUTE 25 LAUREL NY 11948 'A 7 7 �s � ^�• GF, 00° ,j ��'`�! Y'.^- , �y- ,i., t Fy�iw E'q ^i r. jsS'' 1.. :" .t. ;.�-+».;A r ,.'"''c.. .r w,'.•'vl i :}=+.. ,•v t ,y ` c' G \�'\• � V .:ba,,.w. ;;«„'p _ :,w..•-:,• ::`n,. ^„i, : ., Y•` M„o " ''4 } • -' =q y ! ,'` .`i s . •'a. ""t '.sit 'q-.+',. 2 GROUNDWATERMANAGEMENT ZONE: IV 600 GPD ACRE � � 5 ��'': .� <. ,_.}'��'"r<:. _ s; :ry.-'��• :.:a>. -i� `� '�=�. . _ >: ,0 0 � Ra Q' Vv P ,.,4'?pr,'"�'}.` .-r•., .`,..1.s � �r*+M`•.: �s t,' t ., ,lw .r ,-" J., .lbb •y v. .;.' .-"+,ri^. $"-4:r • s.1q, _Ya G•�\tG ! p ' � Gee- ��i G° `\'� .,';a- -"'t i;�,,, ,,,'*. `.--6 iw!A-+,j .++Y4.^•t. .'e,- V a ' i" �. `rR,y s<!Ksa , ,e��w . , n,. 3. ALLOWABLE DENSITY: 282 GPD G° �� 0 5P �. �. : j > it •: .. - =, , ,.., .`` ,s r. ;g; : ; pGG Fig O �° y�\ yv j y. +i', t` .;yRi.' '.', "., .` •. % u"&$ ,t :>.. y?'t, C w 7. "S . 'All," ,r 4. EXISTING SYSTEM:. y <` , - :, .4w rN ," t Y F.. .1- ^� ' . .• :,^S ,1 "'•: « 'AYo e`^ '`iL'°.1 ', •i.• G` 1U; - tvx''v -.Al;" .r, .''l•''' .t ° , .,,4 ,.,;e'-'`'c. ;g'."."`� ,:s,eKa', .." r.,,"J, .''i .i, ,`:.,. EXISTING GREASE TRAP TO BE REMOVED ., -� ��,; _ x, :. . µ.:. ` ,.. � ,, ,�• `�* ,' �,; :��,-� `��=ry, A^ A.. GF. O• , "�,� ' {, E �,,.,•.-v, :�, �_. .. , a "� Imo. `t k 7' • 'h.� SYC.,{.,�� n f 7 a. +ram^,-,•,: f'~. .,,»T'�', Y „•s'' .. ,,,:. : G �«. y.Aa41.,..' ,''"... t•4- , + y}'"+:. A°' i "-.4'z, & � ;, - 2 500-GALLON SEPTIC TANK (10 X 5 LD) �� ° ' �� Gaps \�� qiy' ' .f.r J/ a' ti - ;, „ iy, x •i �i' 4 ,na;::�p,> ;3 G O G 5 •O ,.^7k 'x, ,.,, _ ,. 'h a _. .r„ - '•-r.c4 „'4t (1 ) 8' X 4' ED LEACHING POOL 0� : :.,Jt. ,,• Z"� , r�' � .` ,� � a f f 5°e�`' °Q°° ( GJ�yI• `�• .;'y ar,.V'" '+ ., - . • r'-"., •i e.,, "�!, '\, 4 ". ;x =atai'x dwc �` .a'•'•-sA''. "`` _� $,tg•' , . - (5) 8 X 8 ED LEACHING POOL - (�/,[� w c G° •i O •+`t r^``M1 .a ,.,tr` q, ,'],,,• YR<•'• `+K 'py.t ¢<X c?.'+., r+r 4'', ;F -. , , ••A „r "n'n - A??t �[.J ','t; -;+• >s.` ,p "f, ,iF' R;.'`+.,, f }q,«` G•G G`v V- � ..+' .= . *, „• , n,' �'.JR'1i�� J, �. +�Y '•" a•^4 ;1 •�,�'• .�k " "'""°t^.. 5. EXISTING SYSTEM TO REMAIN ,AS PER UNDER FLOW `J6'o ° °° �o� �+-. •? ' ' ' EXISTING APPROVED SANITARY FLOW: 750 GPD, PER THE BOARD OF REVIEW DETERMINATION FOR F93-135. 'o LOCATION MAP PROPOSED FLOW: 531 .92 GPD (SEE CALCULATIONS BELOW) �oJ � °J�° 6. NO SURFACE WATERS OR NEIGHBORING WELLS WITHIN 300' eP �JJ`' LIL AND 150' OF THE SUBJECT PARCEL, RESPECTIVELY. °�� : F2c 0 �\�°J�PG ��` . °�� U. 7. NO EXISTING UNDERGROUND STORM WATER DRAINAGE STRUCTURES P�,�GF. ��F �P�� ® 0 IN ACCORDANCE WITH PREVIOUS. o °°'�w ti °°�po�G� ,spa , CPC ��oP oQ' PG`` �`' �`�G S' ��°�' �/ �0 °°a°s psis'° \ gam°° p' ° .° F °�°�6;.1P�'�gJQF G` IS �j •"�''.,,�y< W 8. NO NEW UNDERGROUND UTIL11rIES PROPOSED. ti G GAR ,�°` S�P�o 0 0�`��`' `/ ' G2 GON G op 9�pl `G�0 c QQ C\ �0 k -1- C ° F- FIRST FLOOR AREA 2271 SF EXISTING �2 F F ti a' 0 ` a°P�� G ° O O (EXISTING) ( ' P� o SECOND FLOOR AREA 1870 SF ° roc G�a�= N 0 TOTAL BUILDING AREA 4141 SF $ � 09 0 G+ o .G z 4141 SF X 40% = 1656 SF ALLOWABLE FOR APARTMENTS SAsc �`��` A`'� �� L s�cF `� 0 W N ti \�`,�. (40% OF BUILDING AREA) ry6o OJo�P PQ�� ° F ~ N (3) UNITS TOTALfL +\ ��` ry 5 �° °� ,� °°'� F 0�0 0�°PAP` 1a � �v, LLJ (1 ) @ 421 SF STUDIO UNIT i(SECOND FLOOR) N yap °Q �F. 0F, P U z (1 @ 522 SF ONE BEDROOM UNIT SECOND FLOOR �� eL\1°��6O�P�� s ~h� °�° ��Ry� .0 (1 ) � J � O ) ( ) d °yam `�.� \,�\° °. ° \ �� °' Q 1 @ 713 SF TWO BEDROOM UNIT FIRST FLOOR O C ) C ) ti • 5 ° Q � sF ° (TOTAL SF OF APARTMENTS = 1656 SF) `°� o � �� R ��.� �� Ln 0 On �T ,G`?�° ��•ROB. '�°O•t 0�OJ Off° 1__1 LL SANITARY CALCULATIONS 9`�� , �9 �paG � s��S® 1' 0 V _D FLOW O W - 7 5 0 GPD u 4, `�� °F�� ° / oGros�5�L I- EXISTING APPROVED r° GJO ti �� U PROPOSED FLOW (3) UNITS TOTAL G 1 @ 421 SF STUDIO UNIT SECOND FLOOR = 110 GPD (1 ) @ 522 SF ONE BEDROOM UNIT (SECOND FLOOR) = 150 GPD BEDROOM UNIT FIRST FLOOR = 225 GPD (1 ) @ 713 SF TWO BE ( ) . O o o • �Gj GpG RETAIL 1564 SF @ . 03 GPD/ SF (FIRST FLOOR) = 46. 92 GPD _ TOTAL BUILDING FLOW = 531 . 92 GPD G GF' J L EXISTING APPROVED SEPTIC DESIGN CRITERIA / EXISTING 2, 5 00 GALLON SEPTIC TANK Charles M . Thomas CAPACITY REQUIRED: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES USE a r c h i t e c t 140 PEOPLE X 15 GAL/DAY,/PERSON = 2, 100 GAL EXISTING LEACHING: Suffolk County Department Of Health services PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 500 SF X 1 . 5 GAL/SF_ 750 GAL sP SITE PLAN Cm25m0041 PROJECT 600 SF X 3 GAL/SF = 180c0 GAL 1 SCALE: 1: 20 H .s_ Ref. No TOTAL LEACHING - 21550 GAL Based On The Information Submitted, It has Been Determtnd That This Project Does Not Require Additional Sewage Dis�*osal Or Water Supply Faal�ies. PROPOSED SEPTIC DESIGN CRITERIA LEACHING: 531 . 92 GPD/1 . 5 G/SF/D = 354. 6 SF � FinaIApprovaIIsHerebyIssued. SITE PLAN EXISTING 2, 500 GALLON SEPTIC TANK 8' DIAMETER POOL = 50. 26 LIN FT OF POOL: PROPOSED CAPACITY REQUIRED: 50. 26 LIN FT X 8' DEEP POOL = 402. 08 SF OF LEACHING �Refer Iothe Enclosed Permit hshuctions for Requirements for Fnal 531 .92 GPD (TOTAL BUILDING) 50. 26 LIN FT X 4' DEEP POOL= 201 . 04 SF OF LEACHING Arproval_Ibis A rroval Expires Ibree (3) Y rs From The Approval Date �� SEPTIC TANK SHALL BE DESIGNED TO HOLD AT LEAST TWO DAYS' Unless ExtendedOrRenewed- DATE: 12/2/24 DESIGN SEWAGE MIN 1 , 200 GAL JECT No. ONE 8' DIA X 8' DEEP POOL REQUIRED. 47/11/�0 54 0 DROAWINGBY. MC ( _ ) FIVE 8' DIA X 8' DEEP POOLS & ONE 8' DIA X 4' DEEP CHK BY. 531 . 92 GPD (PROP) X 2 - 1 ,063. 84 GALLON < 2, 500 GALLONS Date Office DWG No. PROVIDED. - �- 001 - 0 0 354. 6 SF OF LEACHING IS REQUIRED 1OF1 2,211 . 44 SF OF LEACHING IS PROVIDED T THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN IL R IN PART, IPROHIBITED THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS; INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED 0 E E E E E E 0 L D, WHO E 0 P R , S EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. SITE PLAN OF PROPERTY SITUATE , 1 `�r � '. LAUREL _ { TOWN OF SOUTHOLD = SUFFOLK COUNTY, NEW IIORK ARCHITECT LOCATIIXi MAP M -4 t' $. lj::S'r''L :fA, $ . eiV S .[ '_. Ji-+• F. !. y' i _ •, s S.C. TAX No. 1000- 122-06-36 .,:i?e. , *L ;�;' tF �a', ' - t '.�„.�k« 7Y'' r`d' ',ba f`S. e¢.,%t •� � "a 41 � :"s '` ��.�-,y i r SCALE .r, . A 7f 7 REVISIONS DESCRI PT ION AREA = 20,520 s ff. " L;�; ;i �� ;" ,;.w'�.�''Ar a"' set 1 ..t •' .aa: ,:w`r�'" -t`3,, a'r•1""' ' •" .-° S � v_z '^. yyA,sa , ' 0.471 C1C. 2/24/25 HEALTH DEPT EDITS ..t ,# aaar#hc, n.. '� - t5 ,� ', •4',+' -ti.� :\�`•r. a p5 "vn %,g. `` > = �� "t t, ',` 3/28/25 HEALTH DEPT EDITS THIS SITE PLAN HAS BEEN PREPARED USING � ' `�G' 6695 ROUTE 25, LAUREL �r 'k'`+asoy'='�� ;a`"a� ; "�` � •a� ��' �+,?y'ta %a`_ ,"m,'916'�„ . : ��,�,a.;xa+ar ;�' •" '" '' THE INFORMATION FROM THE 4/9/25 HEALTH DEBT EDITS U4 sr _ ,- s*v"a ,„ 2 '•yt?xy'. $.,.,,^,•.� ..,. ..a,gry,'"'- -"��'"°p`,.a..*a. 'ar �-cxi.a.*ca�•^F+*rrrws-, for 3/30/26 FIRST. FLOOR UNITS SURVEY OF NATHAN CORWIN LAND SURVEYOR FROM NATHAN TAFT CORWIN III LAND I 4�' "�" ` 0�4 s r' +' � `; w .,, - s '�,.• "'+«y, +^ K 4/1/26 HEALTH DEPT EDITS SURVEYING P.C. DATED NOVEMBER»Ρ 20 2024. ��g • 4 V�e �, a i�•w. . �� 6 1 i„i^ tF,�y. #f,�� r��=` �T ' � ° ^ ' `# L t¢w g 2� '"�`�t �'k+r�o. t S 0.NI FvyS• NOTES: Y 0 Q 1. 51 \� P°5• .t tL ,a n . /w y"a � P i 3 Y, -ash y * b's" ` . t�� e� Q 'Sty 1 . ADDRESS: 6955 ROUTE 25 LAUREL NY 11948 �• r," ZONE: IV 600 GPD/ACRE) � � 2. GROUNDWATER MANAGEMENT ( , c• a `1 w � v5 f G•0 NG i °F �A �4.PGp�tc�P� `�� `m! a + &",. J F \'• h t g 8 .k 3. ALLOWABLE DENSITY: 282 GPD �� P :y ++ , k�'� � V A �i/ ,(� `G �OKGGO� �p` 4. EXISTING SYSTEM: G� �P o ' - �, ; `p EXISTING GREASE TRAP TO REMAIN AND BE CAPPED FOR FUTURE USEm.w4 - 2,500-GALLON SEPTIC TAINK (10 0 X 5 LD) h G� - (1 ) 8 X 4 ED LEACHINIG POOL - (5) 890 X 8' ED LEACHINIG POOL G 'n 5. EXISTING SYSTEM TO REMAIN AS PER UNDER FLOW EXISTING APPROVED SANITARY FLOW: 750 GPD, PER THE BOARD OF �� ° D D LOCATION MAP REVIEW DETERMINATION FOR F93-135. �ti� a ° R'� •��c3� PROPOSED FLOW: 574.73 GPD (SEE CALCULATIONS BELOW) ° ` ° ° D p ° �o,J `''c ° lep s ° ° �% 6. NO SURFACE WATERS OR NEIGHBORING WELLS WITHIN 300' C�'�` ° AND 150 OF THE SUBJECT PARCEL, RESPECTIVELY. U. 7. NO EXISTING UNDERGROUND STORM WATER DRAINAGE STRUCTURES ��r � IN ACCORDANCE WITH PREVIIOUS. 0 s ?� 0 � o ° ti n e "`°, ap�'a,G�°CFO �FP�'�y '� °� y � 8. NO NEW UNDERGROUND UTILITIES PROPOSED. �y GAG �' ° D J� z ' ,� D ° X, a° NOTE CHANGE(S) y Q' O�c. �\G p p �y d F` ° D �� By Suffolk C©unt<•Departinent of Health Senices U FIRST FLOOR AREA 2271 SF (EXISTING) D a� 0. �� 5 � � ° °`� o�° ��`� 0 i(} O SECOND FLOOR AREA 1870 SF °D ° ° ° � ° N //- TOTAL BUILDING AREA 4141 SF og D ° d `�� y D p �' z N 4141 SF X 40% = 1656 SF ALLOWABLE FOR APARTMENTS s I ti� 4 '�� D ° pD �. LLJ N I- W (40% OF BUILDING AREA) gy o D �G�O��pP\a \pPQPQ'�� ° Q ti p ° � Q ? " rY W (3) UNITS TOTAL . ° ° +,-FJ�E.p 5. �p�pa• �;kr,. ,�� ° D ° 'Z 6 \q� Q.L\�0�°�Q�p�P\Gt�, 9 Y p ° � �� O z I (1 ) @ 421 SF STUDIO UNIT (SECOND FLOOR) C, ° W° °� °� �� k D "' J 0 1 @ 522 SF ONE BEDROOM UNIT SECOND FLOOR ay D ° ° e�\`�� \��P��P �, °°' Q ( ) ( ) p0 s E / 0 (1 ) @ 713 SF TWO BEDROOM UNIT (FIRST FLOOR) "° ° d ,?� z�� Q �y� ° p ° s� ° ��' o0 O �'m , p SOS W L (TOTAL SF OF APARTMENT'S = 1656 SF) `gam e ° G �� ° � ' �LL LO W 101 0LL rn 0 Lo SANITARY CALCULATIONS D° °9 D 9 �P� S�'F' xV t n� LO EXISTING APPROVED FLOW - 750 GPDd1� � PROPOSED FLOW (3) UNITS TOTAL ° (1 ) @ 421 SF STUDIO UNIT (SECOND FLOOR) = 110 GPD d �� s (1 ) @ 522 SF ONE BEDROOM UNIT (SECOND FLOOR) = 150 GPD �° (1 ) @ 713 SF TWO BEDROOM UNIT (FIRST FLOOR) = 225 GPD d d Qe D RETAIL 915 SF @ .03 GPD/ SF (FIRST FLOOR) - 27.45 GPD o � G , e OFFICE 1038 SF @ . 06 GPD/SF (FIRST & SECOND FLOOR = 62. 28 GPD o� G� `'� D TOTAL PROPOSED BUILDING FLOW = 574.73 GPD co rya• �. D e EXISTING APPROVED SEPTIC DESIGN CRITERIA SUf3,�T7CT TO COVEIAWA TS f�� STRICTI N!- LI ER 13300 �/ `AGE 441 EXISTING 2,500 GALLON SEPTIC TANK om� Charles M . Thomas CAPACITY REQUIRED: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES USE a r c h i t e c t 140 PEOPLE X 15 GAL/DAY/PERSON = 2,100 GAL ° EXISTING LEACHING: Suffolk Count Pe a Dent c Health Services PO BOX 8T1 JAME�ORT, NY11947 (631) 727-7993 500 SF X 1 .5 GAL/SF-750 GAL sP SITE PLAN I-�i.S. � , NO. PROJECT 600 SF X 3 GAL/SF = 1800 GAL 1 SCALE: 1: 20 TOTAL LEACHING 2,550 GAL y i D ,r rl on tl"ic.' infornization subt-nitted, it has been dt-�tt rn'iinedl t►,-'at this I°rojrj ct does not require additional sewage disposal or x`fater supply facilities. PROPOSED SEPTIC DESIGN CRITERIA LEACHING: l 574.73 GPD 1 .5 G SF D - 383.15 SF / / I Final Approval Is Hereby Issued. SITE PLAN EXISTING 2, 500 GALLON SEPTIC TANK 8' DIAMETER POOL = 50. 26 LIN FT OF POOL: k PROPOSED CAPACITY REQUIRED: 50.26 LIN FT X 8' DEEP POOL = 402.08 SF OF LEACHING �I Refer to the enclosed Permit Instructions for requirements for final 574.73 GPD (TOTAL BUILDING) 50.26 LIN FT X 4' DEEP POOL- 201 .04 SF OF LEACHING approval. This approval expires three (3) years from then approval date SEPTIC TANK SHALL BE DESIGNED TO HOLD AT LEAST TWO DAYS' I unless extended or renewed. DATE. 12/2/24 DESIGN SEWAGE (MIN 1 , 200 GAL) ONE 8' DIA X 8' DEEP POOL REQUIRED. I PROJECT No. /Ir DRAWING BY. MC FIVE 8' DIA X 8' DEEP POOLS & ONE 8' DIA X 4' DEEP CHK No. .574 7.3 �;PD (PRnPI X 2 - 1 14q 4F l;A.I I QN � � �00 (-,AlI n�IS � n�in��n�a r16�! v t� �� A 001 '00 .n A DWG No. ` ' _' �.. PROVIDED. � v-�,��.,�.v�.v ❑-0 0 Date Office of Wastlewat•0r Manager em , OF , 383.15 SF OF LEACHING IS REQUIRED 2,211 .44 SF OF LEACHING IS PROVIDED THESE DRAWNGS AND ACCOMPAN=G SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICAT,ON SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL RZMAIN WTH THE ARCHITECT.VISUAL CONTACT VATH THEE! SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ROQd APPROVED AS NOTED COMPLY WITH ALL CODES of e.P DATE: MEIN YORK STATE VOWN CODES FE_�OBY AS REQUIRED AND COND.TIONS OF NOTIFY BUILDING DEPARTMENT AT 00OWtl".IM 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED �.Y,",G�Is" FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING � �► INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET WE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS Must pro-cide Manuals Dlo"!C = rlRE II'�E!� :�'!0r' nndl � s per n du �rer RE ' b "� I ' : E NyS Enemy Code t;e;,t1ng; qu_a e . OPC111apt� All exterior lighting sire rrp,rat10tI Installed,replaced or PLUMBING Cd S .re aired Shall conform JIL PLUMBING WASTE req Fer.172 &WATER LINES NEED VYS Code o t e To TESTING BEFORE COVERING of the fio�m Code Provide Wind'aorne debris PLUMBER CERTIFICATION protectioct for new exterior ON LEAD CONTENT BEFORE glazing on build ngs Zs Pcr CERTIFICATE OF OCCUPANCY WS Cade. SOLDER USED IN WATER SUPPLY SYSTEM CANNOT k 6mokZ afld Carbon monoxide, EXCEED 2110 OE 19!i LEAD. dt-{•ec,+oRs are Ye TA I red t o M+CL 2026 l'3uil�din Gnd ba5emen� per � C a& OF N,4 5 . � �"ccl�cniaa��k'�*cn�3latiot� r teM ehrlt$e requirecl ;per *41'D rnera Code New York State Law You iMust Call 811 Before-Yoau Dig THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. �' 1•.`° �"rt...e' `�i' ARCHITECT 12 l - _ - - - Q EXISTING REVISIONS D E S C R I P T ION 7/9/25 EDITS PER BUILDING DEPT. WITH FYPON BRACKETS PER D �- SECTION OF OWNER AUG 2 1 2025 - SEC IK 6'-8" T.O. WINDOWS = 10 . 2r -_ - O 2 1 - ` - - - - A 51 A d5l SHINGLE SIDING PER }-. _ SELECTION OF OWNER SHINGLE SIDING PER - � I _ I � 36" HIGH HAND RAIL io A 251 - AX 51 - AX 51 `o INTEGRATED INTO 42" HIGH SELECTION OF OWNER GUARD RAIL PER NYS ' OOO OOO BUILDING CODE . ST NDI G EA 00000 00000 1"X2" RAKE TRIM ON - --------- - - - ETA R OF -_---—_-_ _ -_ 1"XB" RAKE BOARD o 1 T.O._PROP. SECOND_FLOOR N 8'-0" PLATE HEIGHT 1"X12" BELT BOARD - - - 7'-0" T.O. WINDOWS , &D'OOR WINDOW SURROUNDS FIRST FLOOR AREA 2271 SF (EXISTING) (T Y P I C A L) SECOND FLOOR AREA 1870 SF TOTAL BUILDING AREr; '�141 SF `01 ! P5055 3070 P5055 3070 P5055 P5055 4141 SF X 40% = 1656 SF ALLOWABLE FOR APARTMENTS co o TEMP TEMP TEMP TEMP (40% OF BUILDING AREA) (3) UNITS TOTAL (1) @ 421 SF STUDIO UNIT (SECOND FLOOR) 1 © 52 F 2 S ONE BEDROOM UNIT (SECOND FLOOR I III T.O. FIRST FLOOR BOARD & BATTEN OA D B TE 4 (1) @ 713 SF TWO BEDROOM UNIT (FIRST FLOOR) — - - - 'MDI --- SID NG 0 (TOTAL SF OF APARTMENTS = 1656 SF) (V ACCESSIBLE RAMP WITH HANDRAIL 36" HIGH HAND RAIL 8"X8" POST WRAPPED PER NYS BUILDING CODE PER SELECTION OF OWNER (TYP OF 3) 11�0 E FRONT ELEVATION = LO 1 SCALE: 1/4 = 1'-0" N 0 O .� > ~ � O o C\j (- � F- W IN Q zN W 0 W i Cn 12 -12 - O EXISTING EXISTING ( � O EXISTING ROOF 0 �J SHINGLES TO REMAIN I n 1"X2" ON 1"X8" BELT BOAR w �► 1 WITH FYPON BRACKETS PER SECTION OF OWNERLO 1 X6 FRIEZE BOARD L_ SHINGLE SIDING PER BOARD & BATTEN LO x U SELECTION OF OWNER 2446 2446 SIDING PER SELECTION �� 3046 3046 F ��WN,I R 0) v ) EGRESS EGRESS III hill 2E REMOVE EXISTING _ _ _ _ _ _ _ _ _ _ _ SMETAL ROOFIANDING 1"X2" RAKE TRIM ON REMOVE EXISTING 1"X8" RAKE BOARD DECK & STAIRS ROOF FOR NEW DECK & --- - STAIRS — — — — — — — — — — — _ — — _ _ _ — _ _ _ _ _ _ _ = FYPON BRACKET 1"X6" FRIEZE BOARD �-- PER SELECTION 36" HIGH HAND RAIL 36' HIGH HAND RAIL OF OWNER INTEGRATED INTO 42" INTEGRATED INTO 42" HIGH HIGH GUARD RAIL PER GUARD RAIL PER NYS 5/4" WINDOW NYS BUILDING CODE BUILDING CODE I I & DOOR SURROUNDS !I (TYPICAQ II BOARD & BATTEN -3646 I 3046 3046 a SIDING PER SELECTION EGRESS EGRESS I I EGRESS EGRESS OF OWNER 7" MAX RISER � 11 HEIGHT & 11" MIN t30A E E TREAD LENGTH 6" HIGH HAND RAIL I® ID'I GR ER SE CT ON STEEL STAIR PER NYS CODE 0 E 44" MIN STAIR WIDTH I RAMP 1:12 Charles M . Thomas ACCORDANCE W/ SECTION 11011.2 CONCRETE PATIO 44" 3'-8" LINE OF EXISTING 12" BEFINISHED FLOOR 0LO a r c h I t e c t TO E REMOVED WINDOWS PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 E REAR ELEVATION PROJECT 2 SCALE: 1/4" = 1'-0" PROPOSED ELEVATIONS DATE: 4/7/25 PROJECT No. DRAWING BY. MC CHK BY. DWG No. 0- 00� o0 1 OF 7 f THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS;, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN NWHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE VATH 2O20 BUILDING CODE OF NEW YORK STATE. QT err A ARCHITECT EXISTING ROOF 12 - _ 12 EXISTING ROOF SHINGLES TO REMAIN - -- - EXISTING _ --_ EXISTING SHINGLES TO REMAIN -- - REVISIONS D E S C R I P T ION Rp pro) _ PROP FRIEZE BOFRIE BOARD ZE 7 9 25 EDITS PER BUILDING DEPT. - 11 METAL ROOF OVER EXISTING WINDOW TO BE — EXISTING WINDOW TO E ICE AN[D WATER REMOVED & INFILL REMOVED & INFILL PROP DORMER CONSTRUCTION I I ( CONSTRUCTION 1/2" PILYWOOD 36" HIGH HAND RAIL --- SHEATHING 12 INTEGRATED INTO 42" HIGH GUARD RAIL PER _ ' 1 12 2"x6" 5 NYS BUILDING CODE I I I 5 ©16" oic LAG BOLTED — — 1"X2" RAKE TRIM ON LINE OF EXISTING ROOF 1"X8" RAKE BOARD TO BE REMOVED FOR BOARD & BATTEN 2"x4" NEW BALCONY — _ — SIDING PER SELECTION 6" FRIEZE BOARD VERTICAL & CONSTRUCTION OF OWNEIR 1111 2"x4" BOX GI[RDER DIAGONAL FYPON BRACKET PER— IL SELECTION OF OWNER WRAP IN 1"X " 8"X8" POST WRAPPED AZEK B AR & BA1 rEN Fill PER SELECTION OF IDI G PER 3ELE CTI( OWNER 0 0 ER 36" HIGH HAND RAIL 2042 2042 3046 3046 PER NYS BUILDING EGRESS EGRESS 3'_Q" CODE r 3'-6" RAMP UNIT 3 ENTRY ROOF DETAIL 1 SC)ALE: 1/4" = 1'-0" E W SIDE ELEVATION = BUD 3 0 Z, SCALE: 1/4" = 1'-0" 0 �- Lo _. C\1 :D o W L�J Q p® W Elf z Li w D I h111111i I H11111111iil hiiII1111111 1111111 Q C� _ o � U EXISTING ROOF SHINGLES T�0 REMAIN _ W L - - EXISTING EXISTING - - _-- -- ROOF �- I EXISTING ROOF rn SHINGLES TO REMAINI 11 1 1 111 36" HIGH HAND RAIL TE NA F INTEGRATED INTO 42" A Z1 HIGH GUARD RAIL PER - NYS BUILDING CODE REMOVE EXISTING REMOVE EXISTING ROOF ---- - - ROOF -- - - ' i 1 X6 FRIEZE BOARD "X8" POST RAPPED PER ELECTION OF 11 BOARD & BATTEN OWNER SIDING PER SELECTION OF OWNER ❑ 7" MAX RISER HEIGHT & 11" MIN TREAD LENGTH Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 E SIDE ELEVATION PROJECT 4 SCALE: 1/4" = 1'-0" PROPOSED ELEVATIONS DATE. 4/7/25 PROJECT No. DRAWING BY. MC CHK BY. DWG No. �A - 002 00 2OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WIHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 49'-9" THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW K STATE. -"-w- 25'-5" 16'-0" 8'-4" ( ., UP / I a is C]� jt Co '4s s +, 'v r '1 c> t / m CLEAR FLOOR SPACE ,m.,,c,, >".r o m 56' MIN. PER 404.23.2 A 9 O I z €� s i r REMOVE EXISTING STAIRS FOR '� %°• '�''?f =� .i`'. ARCHITECT TNEW O HAVE STAIRS.MAX RISER STAIRS HEIGHT 67" DIA. TURNING SPACE I I LIVING I I PROPOSED _ _ _ BEDROOM - 20'-3" OF 7" & A MIN. TREAD OF 11". � / � ROOM � � o r - - I 52" 60" CLEAR FLOOR L I \" MIN. - - PER REVISIONS D E S C R I P T 1 0 N UNIT 3 'o I 1102.15.1 OF 2017 ;1 CLEAR FLOOR SPACE ACC 52A MIN. z UP 44" MIN STAIR WI TH IN 713 SF I PER 404.2.3.2(A) - - - 7/9/25 EDITS PER BUILDING DEPT. ACCORDANCE W/ I CLEAR FLOOR SPACE PROPOSED SECTION 11011.2 VSELF+CLOSING 2 BEDROOM I PER 404.2.3.2(B) ro 8/15/25 EDITS PER BUILDING DEPT. CONCRETE PATIO 18- ACCESSIBLE UNITC1412" BELOW 1 I-/: i 5'-0 FINISHED FLOOR ao' MIN. - RAMP TO COMPLY W THE ( I WIDTH OF TUB MIN. WIDTH CLEARANC 2020 BUILDING CODE OF NYS I _ _ _ �I I I I- o PROPOSED & ICC/ANSI 117.1 STANDARD I z_ x so'- - - i - - N RAMP MAX SLOPE OF 1:12 I T ss' MIN. s2' Z - MAX CROSS SLOPE OF 1:48 I 3'-8" I I I to 00 J 1 I I o I I OrO� �3��N 36" HIGH HAND RAIL ON REMOVE EXISTING ROOF FOR ^ ^ 3 /' % - p EITHER SIDE OF RAMP PROPOSED BALCONY - C f CONSTRUCTION - - - / I 3I. " tr DW DECK ANDING UNIT 1 a // 67" DIA. TURNING SPACE I 3D 52" MIN. 5'-0" STORAGE 8"X8" POST WRAPPED / EXISTING EXISTING j1 HEADER PER SELECTION OF 1 N - 81LCO DOORS OWNER T `�O N s �•,0 36" MIN. o 36" HIGH HAND TO REMAIN BATHROOM 0 s � -�` 1 c� I 9 ' TJI 230 1 1-8 - ! "' 1 3 0 of z r LINE OF ROOF ABOVE RAIL (TYP) ® 16 OC. 0D ;' PROPOSED 1 67' DIA. TURNING SPACE Z o PROPOSED I 2"x4" BOX GIRDER °1p PROPOSED I Q BEDROOM U)) ;f, DECK I oI = o I I o DECK = 36" HIGH HAND RAIL �'i r 42 ' 1 NOTES o M o 6'-9" 0 7'-10" To BOTTOM - 7'-4" INTEGRATED INTO 4I2" HIGH SECTION 603.2.2 DOOR SWING (ICC/ANSI row 1 1. OPERABLE PARTS: w 2)3046 I oI No06 �2�3046 OF FHEADERED c� GUARD RAIL PER NIYS 117.1-2009) ,�o a2" LIGHTING CONTROLS, ELECTRIC PANELS, ELECTRICAL ( 1 RESS Doors shall not swing into the clear floor EGRESS m BUILDING CODE (TYIP) g 1 CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS, (3) 2 X10 space or clearance for any fixture. - EXISTING 1 ENVIRONMENTAL CONTROLS APPLIANCE CONTROLS, PLUMBING - --- -__ O - rLFING " NIT I EXCEPTION: Where the room Is for Individual -'t N FIXTURE CONTROLS AND USER CONTROLS FOR SECURITY OR (2)) 9 J" ML HEADER ,50� (2) 9 ML HEADER STORAGE to use and a clear floor space complying with QUEEN p � section 305.3 (30"x52") is provided within the BED 1 ? INTERCOM SYSTEM SHALL COMPLY WITH SECTION 309 OF 2017 4'-0" room beyond the arc of the door swing, theACC A117.1 N 14'-4" 11 -6 door shall not be required to comply with �° �t _ 2. MIRRORS IN LAVATORIES: section 603.2.2. cLosET. TO COMPLY WITH SECTION 606 SHALL HAVE THE BOTTOM LINE OF NEWCAGE STORAGE ��<� sEDGE OF THE REFLECTING SURFACE 40" MAX ABOVE THE S UNITS CEILING HEIGHT 8'-4" RETAIL BATHROOMS ICC ANSI 117.1 -2009 �� I I FLOOR. 0 CONSTRUCTION (TYP) 1 30' MIN' 3. OPERABLE PARTS PROPOSED 00 - LIKE LIGHTING CONTROLS, ELECTRIC PANELS, ELECTRICAL ' LIVING PROPOSED o io M UNIT 3 SCALE: 1/4" = 1'-0" SWITCHES AND RECEPTACLE OUTLETS, ENVIRONMENTAL (\ / STORAGE 8'-O" CONTROLS, APPLIANCE CONTROLS, PLUMBING FIXTURE ROOM BEDROOM J ' v `a REMOVE EXISTING D00 & INFILL WALL STUD CONTROLS AND USER CONTROLS FOR SECURITY OR INTERCOM OSMOKE SYSTEM SHALL COMPLY WITH SECTION 309 OF 2017 ACC S ~DETECTOR 3 T 9" � CONSTRUCTION UNIT 3 o FIGURE 1103.11.2.5.2 A117.1 UJ M C = ExisTIN STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT IN TYPE A UNITS 0 713 SF p <J 1103.12 Kitchens. UNIT 3 ICC ANSI 117.1 -ZOO9 ACCESSIBLE UNIT COMPLAINT WITH LIJ 1 o- LINE OF NEW EXISTING Kitchens shall comply with Section 1103.12. ICC/ANSI '117.1 2009 = Q N = 2 BEDROOM 'S0 o WALLS TO REMAIN (TYP) 1103.12.1 Clearance. SCALE: 1 4" = 1'-O" ~ �► J N o ACCESSIBLE UNIT 6�0 �6, F I Clearance complying with Section 1103.12.1 shall be provided. / O N SEIE DETAIL FOR ICC/ANSI 117.1 2009 COMPLIANCE O w 1103.12.1.1 Minimum clearance. O (� OCCUPANCY R 6'-2" ��v o I EZH 20 SPLIT Clearance between all opposing base cabinets, countertops, appliances, or walls within kitchen work areas shall be 40 inches (1015 mm) minimum. 0 Lo OCCUPANT LOAD: 4 _ _ _ "ioo/I BI-LEVEL DRINKING LFAN FM EXHA S FOUNTAIN MODEL 5-0' 3'-0 N CLOSET. O EXTERI R W Q I LZSTLBWS U GSHAPED KITCHENS CLEARANCE IN TYPE A UNITS EXCEPTION z :D 1103.12.2 Clear floor space. I 1 OSMOKE " Clear floor spaces required by Sections 1103.12.3 through 1103.12.5 shall comply with Section 305. w DETECTOR 1 HOUR FIRE E ALL (UL U305) 1103.12.3 Work surface. 1-LAYER OF SHY ROCK ON IIA (,_CARBON DE o �° PROPOSED I � 2"X6" WALL STUDS WITH ROCKWOOL * At least one section of counter shall provide an accessible work surface 30 inches (760 mm) minimum in length complying with Section 1103.12.3. Q r o Exception: Spaces that do not provide a cooktop or conventional range shall not be required to provide an accessible work surface. I _I DETECTOR i BATHROOM � 0O INSULATION WITH 1-LAYER OF g�" - IL SHEET ROCK ON RESILIENT CHANNEL W W TO BE CONSTRUCTED AS A FIRE 1103.12.3.1 Clear floor space. 14'-4" I- 3-6" 8'-O" BARRIER (SEC.CONSTRUCTED A clear floor space, positioned for a forward approach to the work surface, shall be provided. Knee and toe clearance complying with Section 306 shall be provided. Ln tO DW w * Exception: Cabinetry shall be permitted under the work surface, provided the following criteria are met: D U) O - �L a w ' 1 1. The cabinetry can be removed without removal or replacement of the work surface, Q 9-10 " °' 0> RETAIL LO 2. The floor finish extends under the cabinetry, and a % 3. The walls behind and surrounding the cabinetry are finished. 1 <Of E) NW 1564 SF * 1103.12.3.2 Height. C� 0 :D g'-78" = N o owa�- Sao O a o o I I I s The work surface shall be 34 inches (865 mm) maximum above the floor. L i ®[if 0 �o I _ OCCUPANCY B/M Exception: A counter that is adjustable to provide a work surface at variable heights 29 inches (735 mm) minimum and 36 inches (915 mm) maximum above the floor, or V) fr C) ®w w I I" I `� III I OCCUPANT LOAD: ;� that can be relocated within that range without cutting the counter or damaging adjacent cabinets, walls, doors, and structural elements, shall be permitted. Q I(� �0 I I F LAY GROUP B: 11 I L J o Q a I-- NE I (a 1103.12.4.1 Clear floor space. (2 GROUP M: 26 A clear floor space, positioned for a forward approach to the sink, shall be provided. Knee and toe clearance comply In with Section 306 shall be LO W I n ^D° o o a} 3'-8" P P PP P P Y 9 provided. �► 1 '<> 1 Exceptions: PROPOSED a- �o - - - iv 1. The requirement for knee and toe clearance shall not apply to more than one bowl of a multi-bowl sink. m � 5 STANDARD STEEL PIPE COLUMN q PP y X U) n BEDROOM J 6'-5» 2. Cabinetry shall be permitted to be added under the sink, provided the following criteria are met: ON A 36'X36 X18 DEEP POURED 2.1 The cabinetry can be removed without removal or replacement of the sink, Lo N � SMOKE o CONCRETE FOOTING. S ~DETECTOR i7 2.2 The floor finish extends under the cabinetry, and � W 2.3 The walls behind and surrounding the cabinetry are finished. 2 0 I 2 3. A clear floor space providing a parallel approach and centered on the sink shall be permitted at a kitchen sink in a space where a cook top or conventional range is not ROPOSED 1 ¢ 1 HOUR FIRE RATED WALL (UL U305) provided. S `r'100 0, BATHROOM r o 0 1-LAYER OF J" SHEET ROCK ON S 11'-0" 0 2-0'o n I 2"X6" WALL STUDS WITH ROCKWOOL *. A clear floor space providing a parallel approach and centered on the sink shall be permitted at wet bars. co 1103.12.4.2 Height. 9 7'-5" INSULATION WITH 1-LAYER OF �" The front of the sink shall be 34 inches (865 mm) maximum above the floor, measured to the higher of the rim or counter surface. SHEET ROCK ON RESILIENT CHANNEL Exception: A sink and counter that is adjustable to variable heights 29 inches 735 mm minimum and 36 inches 915 mm maximum above the floor, or that can be BUILT INS � �0 o TO BE CONSTRUCTED AS A FIRE P 1 9 ( ) ( ) �O BARRIER (SEC. 707) relocated within that range without cutting the counter or damaging adjacent cabinets, walls, doors and structural elements, provided rough-in plumbing permits connections 1 HOUR FIRE RATED WALL (UL U305) of supply and drain pipes for sinks mounted at the height of 29 inches (735 mm), shall be permitted. ELF CLOSING _ 3 3 " Faucet shall complywith Section 309. I o 1103.12.4.4 Exposed pipes and surfaces. 21'-3" 16R , 23'-2' Water supply and drain pipes under sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under sinks. W "1 1103.12.5 Appliances. 11 7 8 TJI 560 0 16" OC. 11 7 8 TJI 560 0 16" OC. Where provided, kitchen appliances shall comply withSection 1103.12.5. = 1103.12.5.1 Operable parts. All appliance controls shall comply with Section 1103.9. of Exceptions: CEILING HEIGHT 7'-8" 00 1. Appliance doors and door latching devices shall not be required to comply withSection 309.4. 2. Bottom-hinged appliance doors, when in the open position, shall not be required to comply wittection 309.3. 0 FIRE DOOR TO BE SELF 4 0 1103.12.5.2 Clear floor space. I� CLOSING & SELF LATCHING IN 1 ^o A clear floor space, positioned for a parallel or forward approach, shall be provided at each kitchen appliance. COMPLIANCE WITH SEC 716.2 A1103.12.5.3 clear 2. floor Dishwasher Charles M . Thomas A clear floor space, positioned adjacent to the dishwasher door, shall be orovided. The dishwasher door in the open 1103.12.5.4 Cooktop. -_ -- - / C = position shall not obstruct the clear floor space for the dishwasher or an adiarent cinte ` P5 5 1270 1270 P5 55 1270 1270 V LINE OF EXISTING WALL TO BED Cooktops shall comply with Section 1103.12.5.4. a r C h I t e C t T P TE P I REMOVED I 1103.12.5.4.1 Approach. COVERED ENTRY I COVERED ENTRY A clear floor space, positioned for a parallel or forward approach to the cooktop, Shall be provided. PO BOX 877 JAMESPORT, NY 11947 (516) 702-3519 1 I 1103.12.5.4.2 Forward approach. Where the clear floor space is positioned for a forward approach, knee and toe clearance complying withSection 306 shall be provided. The underside of the cooktop shall be � I I insulated or otherwise confiaured to protect from burns, PROJECT 36" HIGH AND RAIL I I abrasions or electrical shock. - 1103.12.5.4.3 Parallel approach. L P5 5 P5 55 Where the clear floor space is positioned for a parallel approach, the clear floor space shall be centered on the appliance. 1103.12.5.4.4 Controls. RAMP 0 COMPLY W THE TE P TE P The location of controls shall not require reaching across burners. 2020 BU LDING CODE F NYS 1103.12.5.5 Oven. o & ICC ANSI 117.1 2009 36" HIGH HAND RAIL ON Ovens shall comply with Section 1103.12.5.5. I UP EITHER SIDE OF RAMP 60% OF UBLIC ENTRANCES P y STANDARD ARE TO E ACCESSIBLE IN 1103.12.5.5.1 Clear floor space. MAX SLOPE OF 1: 2 ACCORDA CE TO SEC. 1105.1 A clear floor space shall be provided. The oven door in the open position shall not obstruct the clear floor space for the MAX CR SS SLOPE OF 1:48 1103.12.5.5.2 Side-hinged door ovens. Side-hinged door ovens shall have a countertop positioned adjacent to the latch side of the oven door. 1103.12.5.5.3 Bottom-hinged door ovens. PROPOSED FIRST FLOOR Bottom-hinged door ovens shall have a countertop positioned adjacent to one side of the door. 83'-8 1103.12.5.5.4 Controls. PLAN 9'_7" - The location of controls shall not require reaching across burners. 1103.12.5.6 Refrigerator/freezer. Combination refrigerators and freezers shall have at least 50 percent of the freezer compartment shelves, including the bottom of the freezer 54 inches (1370 mm) maximum above the floor when the shelves are installed at the maximum heights possible in the compartment. A clear floor space, positioned for a parallel approach to the refrigerator/freezer, shall be provided. The centerline of the clear floor space shall be offset 24 inches (610 mm) maximum from the centerline of the appliance. DATE- 4/7/25 10'-24" 4'-34" 2'-10J" 7'-4A" 4'-7A" 1103.13 Windows. PROJECT No. 5'-5" 7'-6" 7'-6" Operable windows shall comply with Section 1103.13. DRAWING BY. MC il Exceptions: 1. Windows in kitchens shall not be required to comply withSection 1103.13. CHK BY. 34'-11" 14'-10" 2. Windows in bathrooms shall not be required to comply withSection 1103.13. DWG No. Operable Natural ventilation. rp FIRST FLOOR PLAN Operable windows required to provide natural ventilation shall comply with Sections 309.2 and 309.3. cn 1103.13.2 Emergency escape. Operable windows required to provide on emergency escape and rescue opening shall comply withSection 309.2. 3 OF 7 1 SCALE: 1/�4" = 1'-0" 1103.14 Storage facilities. Where storage facilities are provided, at least one of each type shall comply withSection 905. Exception: Kitchen cabinets shall not be required to comply withSection 1103.14. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE MATH 2O20 BUILDING CODE OF NEW YORK STATE. F --- ;';s' w INTERIOR WALL ASSEMBLY A ,r UL DESIGN: U305 :T _ BEARING WALL RATING- 1 HOUR REMOVE EXISTING STAIRS FOR 1• NEW STAIRS. PROPOSED ST TO HAVE A MAX RISER HEIGHT ARCHITECT OF 7" & A MIN. TREAD OF 11". — 2 3 r - - - REVISIONS D E S C R I P T ION r1. Wood Studs —MIN. Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. I — — — 2. Joints and Nail—Heads —Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when 7/9/25 EDITS PER BUILDING DEPT. square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified I— veneer baseboard with the joints reinforced with paper tape. Nailheads exposed or covered with joint compound. 8/15/25 EDITS PER BUILDING DEPT. 3. Gypsum Board* —5/8 in, thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. _ _ _ Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in, diam heads. When used in N r l widths other than 48 in., gypsum panels are to be installed horizontally. 4. Steel Corner Fasteners —(Optional) —For use at wall corners. Channel shaped, 2 in. long by 1 in, high on the back side with two 1/8 in. I _ _ _ I STEEL wide cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge gals steel. Fasteners applied only to the end or cut edge 49'-9" STAIR (not along tapered edges) of the gypsum board, no greater than 2 in. from corner of gypsum board, max spacing 16 in. OC. Nailed to — — — — adjacent stud through tab using one No. 6d cement coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate 25'-5" 16'-0" using No. 6d cement coated nails. 20'-9" 4'-8" 7'-8" 4'-4" 4'-0" 1'-10" 6—6 5. Batts —Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities. When Item 6A is used, glass fiber or — — mineral wool insulation shall be friction—fitted to completely fill the stud cavities. — — 6. Resilient Channel —Optional —Not Shown —For use on one side of the wall — Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. 44" MIN STAIR WIIDTH IN When resilient channels are used, insulation, Items 5C or 5D is required. LINE OF EXI TING WALLS BELO 3' 8" — 3'-8" ACCORDANCE W/ 8. Caulking and Sealants —(Not Shown, Optional) —A bead of acoustical sealant applied around the partition 3 I 9. SECTION 11011.2 perimeter for sound control. l m ¢ I STC Rating —The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except: 1 '—O" (A 3 7' 36" HIGH HAND FAIL A.Item 2, above —Nailheods Shall be covered with joint compound. B.Item 2, above —Joints As described, shall be covered with fiber tape and joint compound. = I p PROPOSED 3 ¢ = INTEGRATED INTO 42" HIGH C.Item 5, above —Batts and Blankets* The cavities formed by the studs shall be friction fit with R-19 unfaced fiberglass insulation butts o I BALCONY I I GUARD RAIL PER NYS measuring 6-1/4 in. thick and 15-1/4 in. wide. I 00 ap z a I = PROPOSED ^ BUILDING CODE (TfYP) D.Item 6, above —Steel Framing Members* Type RSIC-1 clips shall be used to attach gypsum board to studs on either side of the wall / REMOVE EXISTING ROOF FOR N w I I LANDING I assembly. PROPOSE BALCONY w No I LINE OF EXISTING DECK E.Item 8, above —Caulking and Sealants (Not Shown) A bead of acoustical sealant shall be applied around the partition perimeter for sound CONSTRUCTI N (SEE DETAIL) U. a- I I ( TO BE REMOVED control. o 0 F.Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 5B) and Steel Framing Members (Item 6A), not evaluated as alternatives for Z a_ I I obtaining STC rating. 1 FIRE DOOR TO BE SELF �2�R SS (2) 46 J I O — CLOSING & SELF LATCHING IN —. --- — — — COMPLIANCE WITH SEC 716.2 (2) 9 " ML HEADER 2 9 ML HEADER �000IM EXISTING WINDOW TO BE LINE OF EXISTING REMOVED. INFILL WALLS TO REMAIN �_ l CONSTRUCTION (TYP) M l 14'-2" 11'-0" 13'-9" J 4'-6" I ®Q z_W o PROPOSED 3 =l a w of BEDROOM o PROPOSED it as = � l l aLIVING Z 3 I =O UQo SMOKE O`DETECTOR w z a ZZ i vl XISTING FOUNDATION WALLao I LINE OF NEW UNIT oI n 3 CL w Xl I TO REMAIN o Q 3 CONSTRUCTION (TYP) 522 SF 1 BEDROOM of % o W w oI 0 w0 W OCCUPANCY R ZI Z oso z I o U- LL_IC) u J N OCCUPANT LOAD: 3 � J J -1&a- ='I = z� I I I = W 2 �6 I F a Of 4 EXISTING BILCO vFi►N- O �yo� °s� 69 ( o w o I TO REMAIN w o >_Z � SMOKE 7'—0" � MI CORRIDO �a w I I 3 0 x =o O`-DETECTOR o — — r— WIDTH 36" 1 a > Lo CLOSET. CARBON ® ( pW (SE TION 1020.1) iv 5' 0" C MONOXIDE W 206 DETECTOR ( i EDR. _ STEP DOWN EXISTING FOUNDATION Q M W 06� I I FEING WALL TO REMAIN W 'L CLOSET.I N os I a DATION WALL Q 1 HOUR FIRE RATED WALL (UL U305) 125 CFM EXHAUST EMAIN UJ 1—LAYER OF J" SHEET ROCK ON I - - O I I I I-- D Z o FAN TO EXTERIOR I 0� _ N� °'� EXISTING LALLY 2"X63" WALL STUDS WITH ROCKWOOL in j �E Co ! 0o z COLUMN (TYP) w INSUILATION WITH 1—LAYER OF p�" g' 6" o I 2'-2" REF. — — CLOSET. I 4'-0" �� N= 0 SHEET ROCK ON RESILIENT CHANNEL _ w TO BE CONSTRUCTED AS A FIRE {> 2'-2" BARlRIER (SEC. 707) W w Z I to Q 00 1 HOUR FIRE RATED 1 HOUR FIRE RATED 6� DR R. �� ' EXISTING WALL (UL U305) WALL (UL U305) 'S0 EXISTING LALLY U = I COLUMN (TYP) COLUMN (TYP) zz DN 9'-6" `ice 5'-0" —8" 2-0" — — — — - - — — — — — — — — �— — — — — ,,/^� N=1 (l 16R r I I ( ( J rr Q w o�l ll EXISTING WINDOW TO BE �/ _ �6 3 I = I I EXISTING FLOOR \\ EXISTING FLOOR \\ }.� JOISTS TO REMAIN JOISTS TO REMAIN 0 I n zol REMOVED. INFILL I � a� I � � I I u J II CONSTRUCTION I 25 CFM EXHAUSTio I o io OLO FAN TO EXTERI �6' i• I U l H- PROPOSED 6" HIGH HAND RAIL SMOKE 1 U- o I EXISTING rnrn ll UNFINISHED NTEGRATED INTO 42" HIGH I O~DETECTOR w I wI I UNFINISHED o In X 0) Q UARD RAIL PER NYS C J m a`a 2 I STORAGE BUILDING CODE (TYP) I 7 CARBON 3I I BASEMENT OM UJ C _—MONOXIDE 2 ry0�� / a TO REMAIN Z s I I DETECTOR UNIT 2 �� Ill s X W !� L; o 1421 SF STUDIO N 0) LE I EXISTING OCCUPANCY R o 1 W I COLUMN (TYP) EXISTING WINDOW TO BE I I OCCUPANT LOAD: 3 6' I �I I — — —�— --- F �— — I REMOVED. INFILL � �{ 3-3 i( �'� r. I I � L I EXISTING GIRDER TOT CONSTRUCTION t/ I = REMAIN z 0� M I N O v I = I I EXISTING F J SLAB EXISTING FOUNDATION N a l l WALL TO REMAIN x_ 3 TO REMAIN EXISTING w O COLUMN (TYP) LIVING EXISTING LALLY w o I I COLUMN (TYP 25'-5" I 1 —10" z I — --�— — — — �—— T o I I EXISTING GIRDER TO J 5'-4" PLATE HEIGHT — 5'-4" PLATE HEIGHT — 5'-4" PLATE HEIGHT 4"X4" POST (2) 11 �" ML HEADER 4"X4" POST — — —J I REMAIN o Charles M . Thomas AX251 11 BOX OUT AS SHOWN FWG_8Q68 AX251 c BOX OUT AS SHOWN z o a r C h I t e C t I SO THAT TOP OF THE I— �i I PROPOSED o F— U SO THAT TOP OF TH� I F v7 BOXED OUT AREA IS O COVERED I 71 O BOXED OUT AREA IS a) LINE F EXISTING AX251 AX251 AX251 4" BELOW WINDOW = 3 I BALCONY rn �' 4" BELOW WINDOW I I XC) PO BOX 877 JAf�ESPORT, NY 11947 (516) 702-3519 PROPOSED PROPOSED PROPOSED I " X x W 7) ROOF OVERHANG TEMPAX251" co co "AX251" O DORMER DORMER DORMER LINE OF 8'-0" N ® ® INE OF 8'-0" I I EXISTING FOUNDATION HIGH WALL x PROPOSED N HIGH WALL FLAT ROOF — ALL TO REMAIN PROJECT L - - - - ALFWAL FHALFW = — J 36" HIGH HAND RAIL HEADER INTEGRATED INTO 42" LINE OF EXISTING WALL BELOW HIGH GUARD RAIL PER TO REMAIN 2'-0" 2'-0' 2'-0" 2'-0" 2'-0" 2'-0" NYS CODE 7'-3" 7'-3" 3'-5" 4'—(0" 3'-6" 4'-0" 3'-6" 4'-0" 14'-6" 4'-84" a PROPOSED SECOND 49-9" FLOOR PLAN & EXISTING FOUNDATION PLAN FOUNDATION WALL (� TO REMAIN DATE: 4/7/25 EXISTING PROJECT No. SLAB DRAWING BY. MC TO REMAIN CHK BY. EXISTING FOUNDATION DWG No. P SECOND FLOOR PLAN P FOUNDATION PLAN WALL TO REMAIN L/-J- 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" 4 of 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS„ AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN (WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. EXISTING RIDGE ^a:" ydW>` rw""'�' ';;i. - t c. '1 12 XI EXISTING v E STING ROOF o EXISTING ~ FTERS ?O REMAIN OF RAFTERS TO F RP REM EXISTING ROO PROPOSED 2"X10" CEILING JOISTS 0 16' O.C. AW ARCHITECT TYPICAL FLOOR CONSTRUCTION PROPOSED GYPCRETE ON CDX PLYWOOD SUBFLOOR ON 11 TA s'_a" T.O. WINDOWS FINISH FLOOR PER SELECITON OF OWNER ON r MAXXON - 3"X3" ALUM POSTS BY 'FEENY RAIL' ' a' LEXISTING CEILING JOISTS LAG BOLT PER SPEC AND POST JOISTS 560 SERIES 0 16 O.C. WITH R-38 BATT INSULATION TO BE REMOVED REVISIONS D E S C R I P T 1 0 N 11 HOUR FIRE RATED WALL UL U305 COVERS AS SELECTED PER OWNER U NIT 1 FOR SOUND ATTENUATION & ENERGY CODE CONFORMANCE - ( ) BEDROOM 11-LAYER OF J" SHEET ROCK ON RIP 2"X4" ACQ (3 �" TO 0") PROPOSED 2 LAYER OF �" TYPE C GYP BOARD AT THE CEILING ON _ UNIT 0 2"X6" WALL STUDS WITH ROCKWOOL U N FI N I SH ED n EXISTING ROO RAFTERS 7/9/25 EDITS PER BUILDING DEPT. " PLYWOOD RESILIENT CHANNELS - 1 HR RATED ASSEMBLY (UL M546) I �—EXISTING HALF WALL TO TO REMAIN (BALCONY 1 522 SF 1 BEDROOM PROP PROPOSED (INSULATION WITH 1-LAYER OF STORAGE BE REMOVED SINGLE PLY RUBBER ROOFING SINGLE PLY RUBBER ROOFING CLOSET SHEET ROCK ON RESILIENT CHANNEL I I 8/15/25 EDITS PER BUILDING DEPT. PROPOSED BATHROOM OVER 45# ROOF FELT UP 24" ON REAR WALL BEDROOM TO BE CONSTRUCTED AS A FIRE 12 RIP 2"X4" ACO (3 1" TO 0") Q S "X4" DECKING (PER OWNER) DECKING PER � �" MAXXIN GYPCRETE BARRIER (SEC. 707) � I PROPOSED 2"X8" RR 0 16" O.C. ON 3/4" PLYWOOD SELECTION OF N ON TJD FJP5600S0 SERIES IPROPOSED 11 �" TJI FLOOR JOISTS 560 SERIES 0 16' O.C. HEADER o OWNER --- ______ T.O. _PROP. SECOND_FLOOR LET IN 2"X6" ACO NAILER EXISTING FJ TO N 9 JL-960-SERIES-0 6" O.C. REMAIN — — — — 8'-0" PLATE HEIGHT EXISTING ROOF RAFTERS--- EXISTING HEADER L �2-LAYERS OF BEAD BOARD 7'-0" T.O. WINDOWS TO BE REMOVED TECO EACH FLUSH JOIST EXISTING FLOOR JOISTS " SHEET EXISTING F OOR JOISTS - - - CONNECTION TO BE REMOVED ROCK FOR 1 HOUR FIRE I ( & POST TC BE 8"X8" POST WRAPPED PROPOSED SEPARATION REMOVED PER SELECTION OF RETAIL UNIT 3 LINE OF STAIR WALL RETAIL OWNER 713 SF 2 6 DROOM `ol BEYOND o I I ACCESSIBLE UNIT WASHER 1 HOUR FIRE RATED WALL (UL U305) o m BATHROOM PROPOSED PROP HALL DRYER 1-LAYER OF J" SHEET ROCK ON I I is BEDROOM CLOSET FRONT LOAD 2"X6" WALL STUDS WITH ROCKWOOL EXISTING WALL TO INSULATION WITH 1-LAYER OF REMAIN SHEET ROCK ON RESILIENT CHANNEL TO BE CONSTRUCTED AS A FIRE BARRIER (SEC. 707) T.O. FIRST FLOOR EXISTINIG FJ TO REMAIN 2"X10" ACID DJ Cl 16" O.C. EXISTING FLOOR 2"X1 O" ACQ 3-2"X10" ACO GIRDER JOISTS TO REMAIN EXISTING CONCRETE LEDGER SLAB TO REMAIN EXISTING FOUNDATION EXISTING FOUNDATION EXISTING FOUNDATION 12"0 SONO TUBE ON WALL TO REMAIN WALL TO REMAIN WALL TO REMAIN 24"X24"X12" P.C. :., FOOTING MIN 3' BELOW GRADE (MUST BE VIRGIN SOIL) EXISTING CONCRETE EXISTING CONCRETE SLAEB TO REMAIN SLAB TO REMAIN BALCONY DETAIL rs CROSS SECTION 1 1 SCALE: 1/4" = 1'-0"' 1 SCALE: 1/4" = 1'—O" 0 ��// = C)� U � LLo o J N �- EXISTING RIDGE z o N 12 f— W W EXISTING iiiROOF o EXISTING Q — — — —RAFTERS TO REMAIN01-1 w z — — — — — — — — PORTION TO E LINE OF EXIS ING ROOF Ld I— .. LEXISTING CEILING ,JOISTS I I I _f TO BE REMOVED REMOVED 0 I � Q n UNFINISHED I I I LINE OF ROO BEYOND I r STORAGE 0 I� LINE OF EXISTING WALL I 1 EXISTING RIDGE L TO BE REMOVED AS � EXISTING MIDGE (n cr Lo SHOWN 12 EXISTING HALF o I Q 5 12 EXISTING WALL TO BE i R�p REMP Fk�ST/NG R Q CL REMOVED _ -_-_- 5 LNG R EXISTING COLLAR TIES TO RF O W LO PROPOSED 2 X10 CJ ® 16 O.C. PROPOSED 2"X10" CJ A 16' O.C. ry EXISTING IZ LO EXISTIEXISTINGFLOOR JOISTS HEADER = _ _ _ _ _ _ _ _ _ 17EXISTING & POS7 T BEREMOVIED �TRAY CEILING TO 8'-0" CEILING JOISTS G1 CEILING HEIGHT TO BE REMOVED ��, EX STING I 1 HOUR FIRE RATED WALL (UL U305) 0 I o 1-LAYER OF J" SHEET ROCK ON UNIT 2 ` PROP UNFINISHED o � F I 2"X6" WALL STUDS WITH ROCKWOOL � CLOSET �92 STORAGE INSULATION WITH 1-LAYER OF J" 36" HIGH HAND RAIL INTEGRATED SHEET ROCK ON RESILIENT CHANNEL INTO 42" HIGH GUARD RAIL PER TO BE CONSTRUCTED AS A FIRE BARRIER (SEC. 707) NYS BUILDING CODE 1 HOUR FIRE RATED LINE OF WALLS BEYOND WALL ( L U305) — — — — — — s CROSS SECTION THROUGH FRONT DORMERS PROPOSED 11 r TJI FLOOR JOISTS 560 SERIES 0 161' O.C. _ — — _ -B00RQSF.L11-r TjFL_Ism '-w Smiu-0-w -u,— — — — TYPICAL FLOOR CONSTRUCTION — — — — — — — — — — — — — — — — — — — — — — FINISH FLOOR PER SELECITON OF OWNER ON r MAXXON 3 PROPOSED HEADER FLUSH GYPCRETE ON r CDX PLYWOOD SUBFLOOR ON 11 r TJI SCALE: 1/4" = 1'-0'" EXISTING FLOOR JOISTS & POST TO BE JOISTS 560 SERIES 0 16 O.C. WITH R-38 BATT INSULATION REMOVED FOR SOUND ATTENUATION do ENERGY CODE CONFORMANCE - 2 LAYER OF r TYPE C GYP BOARD AT THE CEILING ON PROPOSED PROPOSED RETAIL o RETAIL o RESILIENT CHANNELS - 1 HR RATED ASSEMBLY (UL M546) � INTERIOR FLOOR/CEILING ASSEMBLY 1 1 00 GO UL DESIGN: M546 1 HOUR WOOD I-JOIST FLOOR-CEILING ASSEMBLY Charles M . Thomas EXISTING WALL TO 1 HOUR FIRE RATED 2e ZC REMAIN WALL (UL U305) 2 5" STANDARD STEEL PIPE COLUMN LINE OF WALLS BEYOND ON EXISTING FOUNDATION WALL a r C h I t e C t EXISTING FLOOR JOISTS TO REMAIN EXISTING FLOOR JOISTS TO REMAIN PO BOX 877 JAtiIESPORT, NY 11947 (516) 702-3519 EXISTING GIRDER TO EXISTING CONCRETE REMAIN SLAB TO REMAIN PROJECT EXISTING FOUNDATION EXISTING FOUNDATION 3 4 5 6 7 8 WALL TO REMAIN WALL TO REMAIN EXISTING UNFINISHED BASEMENT 1. 3/4" FLOOR TOPPING MIXTURE, 1x4 T&G LUMBER PERPENDICUILAR TO JOISTS OR 15/32" WOOD STRUCTURAL PANEL FINISH FLOOR 2. MIN. 19/32" WOOD STRUCTURAL PANEL SUBFLOOR 3. MIN. 9-1/2" WOOD I—JOISTS 24" O.C. 4. MIN. 3-1/2" GLASS FIBER OR MINERAL WOOL INSULATION. NO MAXIMUM THICKNESS. EXISTING CONCRETE 5. MIN. 25 GAUGE 1/2" RESILIENT FURRING CHANNELS (RC-1, RC-2) 16" O.C. SLAB TO REMAIN EXISTING LALLY COLUMN 6. 1/2" OR 5/8" FIRE—SHIELD C GYPSUM BOARD (FSW—C, FSK—(C, eXP—C, FSLX) APPLIED PERPENDICULAR TO RESILIENT CHANNELS TO REMAIN CROSS SECTIONS AND FASTENED WITH 1" TYPE S SCREWS 16" O.C. IN THE FIELD AND 8" O.C. AT BUTT JOINTS AND LOCATED MIN. 1/2" FROM EDGE JOINTS AND 3' FROM END JOINTS. 7. 1/2" OR 5/8" FIRE—SHIELD C GYPSUM BOARD (FSW—C, FSK—(C, eXP—C) APPLIED PERPENDICULAR TO RESILIENT CHANNELS AND FASTENED WITH 1-5/8- TYPE S SCREWS 8" O.C. AND 1-1/2"' TYPE G SCREWS 8" O.C. AND LOCATED MID—SPAN BETWEEN RESILIENT CHANNELS. BUTT IN ADJACENT ROWS STAGGERED 48'. 8. JOINT TAPE AND COMPOUND OVER JOINTS AND FASTENER HEAADS s CROSS SECTION 2 SIC61 11-7/8"JOISTS,ENGINEERED WOOD ON FOAM MAT OVER 3/4'GYYPSUM FLOOR TOPPING MIXTURE AND SOUND CONTROL MAT SOUND TEST: NGC 019 SOUND TEST: NGC 7019100100 2 SCALE: 1/4" = 1'-0" SIT 8 SOUND TEST: GC 5019062 IC 62 11-7/8"JOISTS,VINYL TILE ON FOAM MAT OVER 3/4"GYPSUM FLOOR TOPPING MIXTURE AND SOUND CONTROL MAT SOUND TEST: NGC 7019085 STC57 11-7/8'JOISTS, CARPET ON FOAM MAT OVER 3/4"GYPSUM FLOOR TOPPING MI%TURF AND SOUND CONTROL MAT SOUND TEST: NGC 5019063 PATE; 4 7 25 IIC78 SOUND TEST: NGC 7019086 PROJECT No. DRAWING BY. MC CHK BY. DWG No. �- 005 00 5OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHIOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. _ .._ 5, `� ,,,�..••�-- . 4 r'\-\ I 11 I FINISHES tik..� � +''i\e w•.• ". `, NOTE: INTERIOR803.5 Textile wall coverings. Where used as interior wall finish 803.5.2 Acceptance criteria for textile and expanded vinyl wall or 803.8 Expanded vinyl ceiling coverings. 2.The laminated product shall have a Class Y B, C 2. flame spread 803.15.1 Direct attachment of furred construction Table 803.13 ., °•' 803.1.2 Interior wall and ceiling finish materials tested in accordance :'� ' .. g materials, textile wall coverings, including materials having woven or ceiling coverings tested to ASTM E84 or UL 723. Where used as interior ceiling finish materials, expanded vinyl ceiling index and smoke-developed index, based on the requirements of Where walls, ceilings or structural elements are required "-' ,--Aid with ASTM E84 or UL 723. Interior wall and ceiliin finish materials g q 9 q 4': t c„, nonwoven, napped, tufted, looped or similar surface and carpet and Textile wall and ceiling coverings and expanded vinyl wall and ceiling coverin s shall be tested in the manner intended for use, using the Table 803.13, in accordance with ASTM E84 or UL 723. Test b an provision in this code o �,� - 4 or UL 723. Such 9 g Y Y P t be of fire resistance INTERIOR WALL & CEILING FINISH REQUIRED BY OCCUPANCY }( -, _ (�� shall be classified in accordance with ASTM E8 similar textile materials shall be tested in the manner intended for coverings shall have a Class A flames read index in accordance product mounting system, including adhesive and shall c w' .rE 1't �:,' � g p p g ys g amply with the specimen preparation and mounting shall be in accordance with ASTm rated or noncombustible construction, the interior finish SPRINKLERED 1 interior finish materials shall be grouped in the following classes in �''`�� 1 ! _ °/�LV use, using the product-mounting system, including adhesive, and with ASTM E84 or UL 723 and be protected by an automatic requirements of Section 803.1.1 or 803.5.2. E2579. material shall be applied direct) against such ,++ c� accordance with their flame spread and smoke-developed indices. shall comply with the requirements of one of the following: Section sprinkler system installed in accordance with Section 903.3.1.1 803.13 Interior finish requirements based on occupancy. construction or to furringstrips not exceeding1 3 4 GROUP Interior exit Corridors and Rooms and 1. "Z-1-1 s,r ^M �ry II ,.- '! 803.1.1, 803.5.1 or 803.5.2. or 903.3.1.2. Test specimen preparation and mounting shall be in 803.9 High-density polyethylene (HDPE) and polypropylene (PP). Whiere Interior wall and ceiling finish shall have a flame spread index not greater inches 44 mm a lieddire tl against such surface stairways and enclosure for exit enclosed spaces '-'',;i �" k:z '' ARCHITECT Class A = Flame spread index 0 25; accordance with ASTM E2404. ( )' pp y g s c, �`, high-density polyethylene or polypropylene is used as an interior finish, it than that specified in table 803.13 for the group and location designed. ramps and exit access stairways r I'` Smoke-developed index 0-450. 803.5.1 Room corner test for textile wall coverings and expanded shall comply with Secin 803.1.1. Interior wall and ceilingfinish materials tested in accordance with NFPA passageways and ramps ``';:;, Class B= Flame spread index 26-75; vinylwall coverings. Textile wall coverings and expanded vinyl wall 803.6 Textile ceiling coverings. P y 803.15.1.1 Furred construction. 9 9 P YI 9 9 286 and meeting the acceptance criteria of section 803.1.1.1, shall be If the interior finish material is a lied to furrin strips,Smoke- developed index 0-450 coverings shall meet the criteria of Section 803.5,1.1 when tested in Where used as interior ceiling finish materials, textile ceiling PP g p Class C= Flame spread index 76-200; 9 9 9 803.10 Site-fabricated stretch systems. Where used as interior wall or permitted to be used where a Class A classification is in accordance with the intervening spaces between such furring strips shall B,M A A B* 11 I P the manner intended use in accordance with the Method B protocol coverings, including materials having woven or nonwoven, napped, interior ceilingfinish materials, site-fabricaed stretch systems containing ASTM E84 or UL 723 is required. smoke- desveloped index 0-450.. Y 9 q comply with one of the following: of for NFPA 265 using the product-mounting system, including tufted, looped or similar surface and carpet and similar textile all three components described the definition in Chapter 2 shall be tested REVISIONS D E S C RI P T I 0 N Exception: Materials tested in accordance with Section 803.1.1 and P P 1. Be filled with material that is inorganic or non- R-2 B B C Sections 803.1.3 through 803.13.. 803.1.3 Interior wall adhesive. materials, shall be tested in the manner intended for use, using the in the manner intended for use, and shall comply with the requirements 803.14 Stability. Interior finish materials regulated by this chapter shall be combustible as indicated in Sect 9 803.5.1.1 Acceptance criteria for NFPA 265. product- mounting system, including adhesive,and shall comply with Section 803.1.1 or 803,1.2. If the materials are tested accordance with applied or otherwise fastened in such a manner that such materials will 2, Be filled with material that meets the requirements 7/9/25 EDITS PER BUILDING DEPT. and ceiling finish materials with different requirements. The materialsof .The interior finish shall comply with the following the requirements of Section 803.1. .1 or 803.5.2 ASTM E84 or UL 723, specimen preparation and mounting shall be in not readily become detached where subjected to room temperatures of a Class A material in accordance with Section 803.1.1 or indicated in Sections 803.2. through 803.13 shall) be tested as 1During the 40 kW exposure, flames shall not spread accordance with ASTM E2. 200'F (93'C) for not less than 30 minutes. 803.1.2. Class A = Flame spread index 0-25; indicated in the corresponding sections to the ceiling, 803.7 Expanded vinyl wall coverings. Where used as interior wallSmoke-developed index 0-450. 8/15/25 EDITS PER BUILDING DEPT. 2. The flame shall not spread to the outer finish materials, expanded vinyl wall coverings shall be tested in the 3. Be fireblocked at not greater than 8 feet (2438 mm) Class B= Flame spread index 26-75; P P YI 9 803,11 Laminated products factory produced with a wood substrate shall 803.15 Application of interior finish materials to fire resistance-rated or in ever direction in accordance with Section 718. Smoke- developed index 0-450 803.2 Thickness exemption. extremities of the samples on the 8-foot b 12-foot manner intended for use, usingthe product mountingsystem, y P Materials having a thickness less than 0.036 inch (0.9 mm) applied p y including adhesive, and shall comply with the requirements s of one of comply with one of the following: noncombustible building element Where interior finish materials are applied Exception: Compliance with Item 1, 2 or 3 is not required Class C= Flame spread index 76-200; he surface of walls or ceilings shall not be required applied (203 by 305 mm) walls. 9 P Y q 1. The laminated product shall meet the criteria of Sectir, 803,1.1.1 on walls, ceilings or structural elements required to have a fire-resistane where the materials used to create the concealed space smoke- developed index 0-450. directly tot su 9 q 3.Flashover, as defined in NFPA 265, shall not occur. the following: Section 803.1.1, 803.5.1 or 803.5.2. when tested in accordance with NFPA 25 using the product-rnounting rating or to be of noncombustible construction, these finish materials shall are noncombustible. P * p be tested 803.3 Heavy timber exemption. Exposed portions of build- 4. The total smoke release throughout the test shall system, including adhesive, as described in Section 5 of NFPAk 286. comply with the provisions of this section. Class C interior finish materials shall be permitted in places of not exceed 1,000 m2. assembly with on occupant load of 300 or less. NOTE: MEANS OF EGRESS ILLUMINATION NOTE: FIRE PROTECTION AND LIFE SAFETY SYSTEMS MEANS OF EGRESS: OCCUPANT LOAD SECTION 1008 1008.3.2 Buildings. 1008.3.5 Illumination level under emergency power. MEANS OF EGRESS ILLUMINATION In the event of power supply failure in buildings that require two or Emergency lighting facilities shall be arranged to provide initial SECTION 906 PORTABLE FIRE EXTINGUISHERS Table 1004.5 906.7 Hangers and brackets. Hand-held portable fire extinguishers, not housed cabinets, shall MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT 1008.1 Means of egress illumination. Illumination shall be provided in more means of egress, an emergency electrical system shall illumination that is not less than an average of I footcandle (11 lux) 906.1 Where required. Portable fire extinguishers shaill be installed in all of the following be installed on the hangers or brackets supplied. Hangers or brackets shall be securely the means of egress in accordance with Section 1008.2. Under automatically illuminate all of the following areas: and a minimum at an point of 0.1 footcandle 1 lux measured locations: Y P ( ) anchored to the mounting surface in accordance with the manufacturer's installation FUNCTION OF SPACE OCCUPANT LOAD FACTOR emergency power, means of egress illumination shall comply with 1. Interior exit access stairways and ramps. alongthe of egress at floor level, Illumination levels shall be . n Group , , , , H. . M. -1, R-2, R-4 and) S occupancies. path 9 1 I G A B E F H 1 M R instructions. Section 1008.3. 2. Interior and exterior exit stairways and ramps. permitted to decline to 0.6 footcandle (6 lux) average and a Exceptions: RESIDENTIAL 200 GROSS 3. Exit passageways. 1. In Group R-2 occupancies, portable fire extinguishers shall be required only in minimum at any point of 0,06 footcandle (0.6 lux) at the end of 906.8 Cabinets. Cabinets used to house portable fire extinguishers shall not be locked. --T 1008.2 Illumination required. The means of egress serving 4. Vestibules and areas on the level of discharge used for exit the emergency lighting time duration. A maximum-to-minimum locations specified in items 2 through 6 where each dwelling unit is provided with Exceptions: I. Where MERCANTILE 60 GROSS g y g g p portable fire extinguishers subject to malicious use or damage are a room or space shall be illuminated at all timies that the room or discharge in accordance with Section 1028.1. a portable fire extinguisher having a minimum rating of 1-A:10-B:C. illumination uniformity ratio of 40 to 1 shall not be exceeded. provided with a means of ready access, 2, In Group I-3 occupancies and in mental BUSSNESS 150 GROSS space is occupied 5. Exterior landings as required by Section 1010.1.6 for exit 2. Within 30 feet (9144 mm) distance of travel fronn commercial cooking equipment and health areas in Group 1-2 occupancies, access to portable fire extinguishers shall be Exceptions: doorways that lead directly to the exit discharge. from domestic cooking equipment in Group 1-1; 1-2„ Condition 1; and R-2 college permitted to be locked or to be located in staff locations provided that the staff has PROPOSED TOTAL FIRST FLOOR OCCUPANT LOAD: SEE FIRST FLOOR PLAN 3. Dwelling units and sleeping units in Groups Rt-1,R-2, and R-3. KEY: MEANS OF EGRESS ILLUMINATION dormitory occupancies. keys. PROPOSED TOTAL SECOND FLOOR OCCUPANT LOAD: 6 OCCUPANTS 1008.3.3 Rooms and spaces. 3. In areas where flammable or combustible liquids care stored, used or dispensed. 1008.2.1 Illumination level under normal power. In the event of power supply failure, an emergency electrical system - EMERGENCY LIGHTING 4. On each floor of structures under construction, except Group R-3 occupancies, in 906.9 Extinguisher installation. The installation of portable fire extinguishers shall be in TF: MEANS OF EGRESS accordance with Sections The means of egress illumination level shall be not less than 1 shall automatically illuminate all of the following areas: accordance with Section 3315.1 of the Fire Code of New York State. 906.9.1 through 906.9.3. 906.9.1 Extinguishers weighing 40 pounds or 1011.5.2 Riser height and tread depth. �-� 1. Electrical equipment rooms 5. Where footcandle (11 lux) at the walking surface. required by the Fire Code of New York Staite sections indicated in Table 906.1 s. less. Portable fire extinguishers having a gross weight not exceeding 40 pounds 18 k shall 2. Fire command centers Special-hazard areas, including but not limited to laboratories, computer rooms and g g g g g P ( 9) Stair riser heights shall be 7 inches (178 mm) maximum and 4 3. Fire um rooms be installed So that their tops are not more than 5 feet (1524 mm) above the floor. inches 02 mm mnimum. The riser height shall be measured 1008.3 Emergency power for illumination. pump KEY: FIRE PROTECTION AND LIFE SAFETY SYSTEM generator rooms, where required by the fire code official. ( ) 9 The power supply for means of egress illuminatiion shall normally be 4. Generator rooms. vertically between the nosings of adjacent treads. Rectangular tread provided by the premises' electrical supply. 5. Public restrooms with an area greater than 300 square feet h - PORTABLE FIRE EXTINGUISHER 2020 FIRE CODE OF NYS aving2 Extinguishers weighing more than 40 pounds. Handeheld portable fire extinguishers depths shall be 11 inches (279 mm) minimum measured horizontally 906.5 Conspicuous location. Portable fire extinguisheers shall be located in conspicuous having a gross weight exceeding 40 pounds (18 kg) shall be installed so that their tops are between the vertical planes of the foremost projection of adjacent 1008.3.4 Duration. locations where the will have read access and be immediate) available for use. These not more than 3.5 feet (1067 mm) above the floor. treads and at a right 1008.3.1 General. In the event of power supply failure in Y Y y angle to the tread's nosing. rooms and spaces that require two or moire means of The emergency power system shall provide power for a duration of ® - PORTABLE FIRE EXTINGUISHER IN WALL CABINET locations shall be along normal paths of travel, unless the fire code official determines that Exceptions: egress, an emergency electrical system shall automatically not less than 90 minutes and shall consist of storage batteries, the hazard posed indicates the need for placement away from normal paths of travel. 906.9.3 Floor clearance. The clearance between the floor and the bottom of installed illuminate all of the following areas: unit equipment or an on-site generator. The installation of the hand-held portable fire extinguishers shall be not less than 4 inches (102 mm). 1011.5.5.1 Nosing projection size. The leading edge (nosings) of 1. Aisles emergency power system shall be in accordance with Section 2702. 906.6 Unobstructed and unobscured. Portable fire ewctinguishers shall not be obstructed or treads shall project not more than V/4 inches (32 mm) beyond the 2. Corridors obscured from view. In rooms or areas in which vis',sial obstruction cannot be completely 906.10 Wheeled units. Wheeled fire extinguishers shall be conspicuously located in a designated tread below. avoided, means shall be provided to indicate the locations of extinguishers. location. 3. Exit access stairways and ramps. P 9 1011.5.5.2 Nosing projection uniformity. Nosing projections of the NOTE: INTERIOR ENVIRONMENT 10)11.5.2 Riser height and tread depth. Stair riser heights-shall be FIRE PROTECTION AND LIFE SAFETY SYSTEMS: leading edges shall be of uniform size, including the projections of 1206.2 Airborne sound. 7 inches (178 mm) maximum and 4 inches (02 mm) mnmum, The SECTION 711 FLOOR AND ROOF ASSEMBLIES 1. Horizontal assemblies at the separations of incidental 711.2.4.3 Dwelling tunits and sleeping units. Horizontal 711.2.5 Ceiling panels. the nosing s leading edge of the floor at the top of a flight. Walls, partitions and floor-ceiling ms(er height shall be measured vertical) between the nosings of 711.1 General. uses as specified by Table 509 provided that the required assemblies servin as dwelling or sleeping unit separations in Where the weight of la in ceiling panels, used as art of p g g y g 9 . P 9 P 9 Y 9 P P 1011.5.5.3 Solid risers. Risers shall be solid. assemblies separating dwelling units and adjacent treads. Rectangular tread depths shall be 11 inches (279 Horizontal assemblies shall comply with Section 711.2. fire-resistance rating does not exceed 1 hour. accordance with Section 420.3 shall be not less than hour fire-resistance-rated floor/ceiling roof/ceiling assemblies, is not sleeping units from each other or from Non floor and roof assemblies shall comply with 2. Horizontal assemblies at the separations of dwelling fire-resistance-ratted construction. Exceptions: am (D P 9 mmi) minimum measured horizontally between the verti- cal planes adequate to resist an upward force of pound per square foot (48 1. Solid risers are not required for stairways that are not required public or service areas shall have a Section 711.3. units and sleeping units as required by Section 420.3 Exception: Horizonital assemblies separating dwelling units and q Ys q P of ithe foremost projection of adjacent treads and at a right angle Pa), wire or other approved devices shall be installed above the to comply with Section 1009.3, r 3. Horizontal assemblies at smoke barriers constructed in sleeping units shalll be not less than hour fire-resistance-rated P Y provided that the opening between sound transmission class of not less to the tread's nosing. Winder treads shall have a minimum tread P 9 panels to prevent vertical displacement under such upward force. 711.2 Horizontal assemblies. accordance with Section 709. construction in a tbuildin of Types IIB, IIIB and VB construction, P P P treads does not permit the passage of a sphere with a diameter of than 50, or not less than 45 if field g � 4 inches 102 mm dep>th of 11 inches (279 mm) between the vertical planes of the Horizontal assemblies shall comply with Sections 711.2.1 through where the building is equipped throughout with an automatic 711.2.6 Unusable space. ( )' CC Z tested, for airbore noise where tested in P Y 9 9 foremost projection of adjacent treads at the intersections with the 711.2.6. 711.2.4 Fire-resistance ratio P 3. Solid risers are not required for spiral stair- ways constructed in accordance with ASTM E90. Alternatively, 9• sprinkler system ini accordance with Section 903.3.1.1. q P� Ys wallkline and a minimum tread depth of 10 inches (254 mm) within 711.2.1 Materials. The fire-resistance ratio horizontal assemblies shall comply with In m hour fire-resistance-rated floor/ceiling assemblies the ceiling accordance with Section 1011.10. s Y the sound transmission class of walls, g P y membrane is not re the clear width of the stair. Exceptions: 1. Spiral stairways in Assemblies shall be of materials permitted b the building type Sections 711.2.4.1 through 711.2.4.6 but shall be not less than that 711.2.4.4 Se aratirn smoke compartments. Where the horizontal required to be installed over unusable crawl partitions and floor-ceiling assemblies P Y 9 YP 9 P 9 P spaces In 1- hour fire-resistance-rated roof assemblies, the floor PROPOSED STAIR (TYPICAL) w acc:ordance with Section 1011.10 2. Stainways connecting stepped of construction. required b the building type of construction. assembly is required to be a smoke barrier, the assembly shall P 0 ff shall is established by engineering q Y g membrane is not required to be installed where unusable attic space Q aisles to cross aisles or concourses shall be permitted to use the 711.2.2 Continuity. 711.2.4.1 Separating mixed occupancies. Where the horizontal comply q P RISER HEIGHT TREAD LENGTH NOSING PROJECTION analysis based on a comparison of walls, Y• P 9 P con I with Sectioon 709. occurs above. I n partitions and floor-ceiling assemblies riser/tread dimension in Section 1029.14.2. U Group R-3 Assemblies shall be continuous without vertical openings, except assembly separates mixed occupancies, the assembly shall have �__ V 1 having sound transmission class ratings occupancies; within dwelling units 3. in- Group R-2 occupancies; as permitted by this section and Section 712. a fire-resistance rating of not less than that required by 711.2.4.5 Separating incidental uses. Where the horizontal 0 d) as determined by the test procedures an in Group U occu- pancies that are accessory to a Group R-3 711.2.3 Supporting construction. Section 508,4 based on the occupancies being separated, assembly separates incidental uses from the remainder of the 711.3 Nonfire-resistance-rated floor and roof assemblies. C) set forth in ASTM E90. Penetrations or P Y y 9 P supporting P g Y 9 Nonfire resistance-rated floor, floor/ceiling. roof and roof) ceiling l \I occu- anc or accessory to individual dwelling units in Group R-2 The su ortin construction shall be protected to afford the building, the assembl shall have 2firs-resistance ratio of not � � `� openings in construction assemblies for occupancies; the maximum riser height shall be 774 inches (197 required fire- resistance rating of the horizontal assembly 711.2.4.2 Separating fire areas. Where the horizontal assembly less than that regcuired by Section 509. assemblies shall comply with Sections 7be o and vials 2. piping; electrical devices; recessed mrn); the mini- tread depth shall be 10 inches (254 mm); mum supported. separates single occupancy into different a fire areas, the 711.3.1 Materials. Assemblies shall be of materials permitted by cabinets; bathtubs; soffits; or heating, the minimum winder tread depth at the walkline shall be 10 inches Exception: In buildings of Type IIB IIIB or VB construction, the assembly shall have a fire-resistance rating of not less than 711.2.4.6 Other separations. Where a horizontal assembly is the building type of construction 11" LO construction supporting the horizontal assembly is not required that required b Section 707.3.10 re 711.3.2 Continuity. Assemblies shall be continuous without *NOTE: Riser height, tread length and nosing projection details are ventilating or exhaust ducts shall be (25c4 mm); and the minimum winder tread depth shall be 6 inches PP 9 Y � q q Y required by other sections of this code, the assembly shall 9 9 9 P J z N :D sealed, lined, insulated or otherwise (15:2 mm). A nosing projection not less than fls inch (19.1 mm) but to be fire-resistance rated at the following: have a fire-resistance rating of not less than that required by vertical openings, except as permitted by Section typical for all steps and stairs throughout the project O~ treated to maintain the required ratings. not more than 1'/, inches (32 mm) shall be provided on stainvays that section. M W This requirement shall not apply to with solid risers where the tread depth is less than 11 inches (279 Im entrance doors; however, such doors mm). 4. See Section 503.1 of the Existing Building Code of New FIRE PROTECTION AND LIFE SAFETY SYSTEMS: 708.5 Exterior walls. I shall be tight fitting to the frame and SECTION 708 FIRE PARTITIONS 708.1 General. 708.4 Continuity. 3.Fire partitions serving as a corridor wall shall permitted to 1, Fireblockin u to the underside of the floor or roof sheathing,Yorlk State for the replacement of existing stairways. In Group I-3 Y P 9 P 9 P 9• Where exterior walls serve as a part of a required fire z - sill. faciilities, stoinwvoys providing 5. access to guard towers, observation The following wall assemblies shall comply with this section. Fire partitions shall extend from the top of the foundation or terminate at the nipper membrane of the corridor ceiling assembly deck or slab above using materials complying with Section 718,2.1. resistance-rated separation, such walls shall comply with the * 1. Se aration walls as required b Section 420.2 for Group 1-1 and floor ceilin assembly below and be secure) attached to one of the where the corridor ceiling is constructed as required for the corridor 2. Draftsto in u to the underside of the floor or roof sheathing, q P P y W W D 1206.2.1 Masonry. stations and control rooms, not more than 250 square feet (23 m ) F' q y P / 9 Y Y q PP� 9 P 9• requirements of Section 705 for exterior walls, and the y in (area, shall be permitted to have a moxl- mum riser height of 8 Group R occupancies. following: wall• deck or slab above using materials complying with Section 718.3.1 The sound transmission class of concrete P g fire-resistance-rated separation requirements shall not apply. 3. Corridor walls as required by Section 1020.1. 1.The underside of the floor or roof sheathing, deck or slab above. for floors or Section 718.4,1 for attics. incthes (203 mm) and a minimum tread depth of 9 inches (229 Exception: Exterior walls required to be fire-resistance rated in masonry and clay masonry assemblies 4. Enclosed elevator lobby separation as required by Section 3006.2 2.The underside of a floor ceilin or roof ceilin assembly having a 708.4.1 Supporting construction. Exceptions: JWmn•n , / 9 / 9 Y 9 accordance with Section 1021.2 for exterior egress balconies, Section O shall be calculated in accordance with ) fire-resistance rating that is not less than the fire-resistance rating The supporting concstruction for a fire Partition shall have a fire 1. Buildings equipped with an automatic sprinkler I. system installed 1023.7 for interior exit stairwa > and rams and Section 1027.6 for Y TSM 0302 or determined through testing 101'1.5.5.1 Nosing projection size. The leading edge (nosings) of 708.2 Materials. resistance ratio tmat is equal to or greater than the required fire throughout in accordance with Section 903.3.1.1, or in accordance Y P Q of the fire partition 9 q 9 q 9 exterior exit stairways and ram in accordance with ASTM E90. treads shall project not more than 1V/4 inches (32 mm) beyond the The walls shall be of materials permitted b the building type of resistance ratio oif the supported fire partition. with Section 903.3.1.2 psi P Y 9 YP Exceptions: 9 PP P provided that protection is provided in the � ( > tread below. 1011.5.5.2 Nosing projection uniformity. Nosing pro- construction. 2. Fire partitions serving as a corridor wall shall not be required to Exception: In buildiings of Types IIB, IS and VB construction, the space between the top of the fire partition and underside of the 0 1206.3 Structure-borne sound. JecAions of the leadingedges shall be of uniform size, including the P 9 q Openings Openings. Q g g extend above the lower membrane of a corridor ceiling provided that supporting construction requirement shall not apply to fire partitions floor or roof sheathing, deck or slob-above as required for systems Openin s in fire partition shall be protected In accordance with Floor-ceiling assemblies between dwelling pro.,jections of the nosing's leading edge of the floor at the top of a 708.3 Fire-resistance rating. the corridor ceilingmembrane is equivalent to corridor wall separating tenant :spaces in covered and open mall buildings, fire complying with Section 903.3,1.1 g P P W0 D units and sleeping units or between a q Section 716. P 9 flight. 1011.5.5.3 Solid risers. Risers shall be solid. Exceptions: Solid Fire partitions shall have fire-resistance rating of not less than 1 membrane, and either of the following conditions IS met: partitions separatirog dwelling units, fire partitions separating sleeping 2. Where corridor walls provide a sleeping unit or dwelling unit M rr dwelling unit or sleeping unit and a risers are not required for stainvays that I. are not required to hour. 2.1. The room-side membrane of the corridor wall extends to units and fire partitions serving as corridor walls. separation, draftstopping shall only be required above one of the 708.7 Penetrations. public or service area within the connply with Section 1009.3, provided that the opening between Exceptions: the underside of the floor or roof sheathing, deck or slab of a corridor walls. Penetrations of fire artitions shall comply with Section 714. O - structure shall have an impact insulation treads does not permit the passage of a sphere with a diameter of 2. Dwelling unit and sleeping unit separations in buildings of Types fire resistance-rated floor or roof above. 708,4.2 Fireblocks and draftstops in combustible construction. 4. In Group R-2 occupancies up to and including four stories in P P y a_ class rating of not less than 50, or not 4 inches (102 mm). Solid risers are not required for occupancies in IIB, 1B and VB construction shall have fire-resistance ratings of not 2.2. The building is equipped with an automatic sprinkler In combustible construction where fire partitions do not extend to height in buildings not exceeding 60 feet (18 288 mm) in height 708.8 Joints Joints made ' less than 45 if field tested, where tested Group1-3 or in Group F, H and S occupancies other than areas the underside of the floor or roof sheathing, deck or slab above, nor between fire partitions shall comply O p p less than 1/2 hour in buildings equipped throughout with an system installed throughout accordance with Section 903.3.1.1 9. above grade plane, the attic space shall be subdivided by drafistops with Section 715. W in accordance with ASTM B492. accessible to the public. The size of the opening in the riser is not automatic sprinkler system in accordance with Section 903.3.1.1. or 903.3.1.2, including automatic sprinklers installed in the the space above and along the line of the fire partition shall be into areas not exceeding 3,000 square feet (279 m") or above 11f LO Alternatively, the impact insulation class restricted. Solid risers are not required for spiral stair- ways space between the top of the fire partition and underside of provided with one cof the following: every two dwelling units, whichever is smaller. 708.9 Ducts and air transfer openings. of floor-ceiling assemblies shall be constructed in accordance with Section 1011.10. the floor a roof sheathing, deck or slab above. Penetrations in a fire partition by ducts and air transfer openings a' LO Xestablished by engineering analysis based on a comparison of floor-ceiling shall comply with Section 717, assemblies having impact insulation class GENERAL BUILDING AREA LIMITATIONS SECTION 508 MIXED USE AND OCCUPANCY LEGEND TYPE OF CONSTRUCTIONiiiiiiiiiiiiiiiiiiiiiiiiiiiii 0) "'ratings as determined by the test SECTION 506.2.4 Mixed Occupancy, Multistory Building 508.1 General. Each portion of a building shall be individually TA83LE 508.4 Required Separation of Occupancies (hours) procedures in ASTM E492. Each story of a mixed-occupancy building with more than one story above grade classified in accordance with Section 302.1. Where a building Spriinklered buildings PROPOSED: TYPE VB CONSTRUCTION lane shall individual) comply with the requirements of Section 508.1. - LINE OF NEW CONSTRUCTION 602.5 Type V. (0 :2 P Y P Y q contains more than one occupancy group, the building or portion Reqluired separation between Occupancy R and Group B= 1 hour Type V construction is that type of construction in which the structural Table 403;.1 thereof shall comply with the applicable provisions of Section 508,2, 1 ftiour fire separation proposed UL M546 & UL U348 TABLE 506.2 ALLOWABLE AREA FACTOR IN SF 508.3 or 508.4, or a combination of these sections. - - LINE OF EXISTING WALL TO BE REMOVED elements, exterior walls and interior walls are of any materials permitted by MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES * egluire separa ron a ween ccupancy R and R= No separation - - - Not Sprinklered Building 508.2 ACCESSORY OCCUPANCIES this code. re wirement Type VA Construction _ CLASSIFICATION WATER CLOSETS LAVATORIES BATHTUBS/ DRINKING OTHER � Accessory occupancies are those occupancies that are ancillary to 1 [hour fire separation between dwelling units and common hallway LINE OF EXISTING WALL TO REMAIN SHOWERS FOUNTAIN Occupancy classification B= 18,000 SF the main occupancy of the building or portion thereof. Accessory osed UL U348 Table 601 Fire-Resistance Rating Requirements for Building Elements (hours) Occupancy Classification M= 14,000 SF occupancies shall comply with the provisions of Sections 508.2.1 Ip ) - DWELLING UNIT SEPARATION WALL FIRE Occupancy Classification R-2= 12,000 SF P P Y P PrmElement Type VA Construction 1 KITCHEN SINKBuilding YP P Y through 508.2.4. PARTITION (1 HOUR RATED) UL U348 Primary Structural Frame 1 PER DWELLING 5083.2.4 Separation of occupancies. 508.2.1 Occupancy classification. Bearing Walls UNIT; 1 PROPOSED BUILDING AREA: No separation is required between accessory occupancies and the 9 RESIDENTIAL 1 PER 1 PER 1 PER Accessory occupancies shall be individually classified in accordance AUTOMATIC maiin occupancy. Interior 1 APARTMENT DWELLING UNIT DWELLING UNIT DWELLING Retail units (Occupancy B/M)= 1,564 SF with Section 302.1. The requirements of this code shall apply to FIRE SEPARATION PROPOSED ( CLOTHES Excoeptions: Exterior 1 HOUSE) UNIT WASHER Apartment Units First & Second Floor (Occupancy R-2)= 1656 SF each portion of the building based on the occupancy classification 2. (Group 1-1, R-1, R-2 and R-3 dwelling units and sleeping units EXTERIOR PERIMETER WALLS: Existing exterior wall construction to Nonbearing Walls Exterior See Table 602 .TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET of that space, remain CONNECTION shah)) be separated from other dwelling or sleeping units and from Nonbearing Walls Interior 0 *Not Sprinklered Building 508.2.2 Allowable building height. PER 20 acc:essory occupancies contiguous to them in accordance with the Floor Const. & Secondary Members 1 Type VA Construction The allowable height and number of stories of the building STAIR ENCLOSURE: 1 hour fire resistance rating DWELLING UNITS containing accessory occupancies shall be in accordance with Section regwirements of Section 420. Roof Const. & Secondary Members 1 Occupancy classification B= 50'-0" 9 Y P Occupancy Classification M= 50'-O" 504 for the main occupancy of the building. DWELLING UNIT FIRE PARTITION WALL (Wall between dwelling unit and 1 PER 25 FOR 1 PER 40 FOR 1 SERVICE SINK Occupancy Classification R-2= 50'-0" 508.2.3 Allowable buildingarea. common hall): 1 hour fire resistance rating Table 602 Fire-Resistance Rating Requirements for Exterior Walls based on BUSINESS THE FIRST 50 THE FIRST 80 (EXCEPT IN "B" The allowable area of the building shall be based on the applicable Fire Separation Distance 1 PER 100 provisions of Section 506 for the main occupancy of the building. WALL SEPARATING DWELLING UNITS: 1 hour fire resistance rating Fire Separation Distance Occupancy Group B R Occupancy Group M & 1 PER 50 & 1 PER 80 & " IF LESS PROPOSED BUILDING HEIGHT= 22'-10" Aggregate accessory occupancies shall not occupy more than 10 X < 5 1 2 FOR THE FOR THE THAN 15 percent of the floor area of the story in which the are located and 5 </= X < 10 1 1 REMAINDER REMAINDER OCCUPANTS) TABLE 504.4 ALLOWABLE STORIES ABOVE GRADE: P Y y STORAGE ROOM WALLS: 1 hour fire resistance rating * shall not exceed the tabular values for non-sprinklered buildings in 10< = X < 30 1 1 EXCEEDING 50 EXCEEDING 80 NOT SPRINKLERS TYPE VA Table 506.2 for each such accessory occupancy ' Charles M . Thomas ' MAXIMUM AMOUNT OF STORIES= 3 STORIES X >/= 30 0 0 1017- TRAVEL DISTANCE 1006.3.3- SINGLE EXITS 1021.4 LOCATION OF EGRESS BALCONIES TABLE 705.8 MAX AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE �+1 SERVICE SINK 1017.3- exist travel distance shall be measured from the most remote point A Single exit or access to a single exit shall be permitted from any story ,or EXTERIOR EGRESS BALCONIES SHALL HAVE A MINIMUM FIRE SEPARATION DISTANCE & DEGREE OF OPENING PROTECTION: a r li rl I t e C + MERCANTILE 1 PER 500 1 PER 750 1 PER 100 (EXCEPT IN "B" of each room/area along the natural & unobstructed path of horizontal & occupied roof where one of the following conditions exits: OF 10 FEET MEASURED AT RIGHT ANGLES FROM THE EXTERIOR EDGE OF THE EGRESS FIRE SEPARATION DISTANCE: DEGREE OF PROTECTION ALLOWABLE AREA & "M" IF LESS vertical egress travel to entrance of the exit. 1. The occupant load, number of dwelling units and common path of egress BALCONY TO THE FOLLOWING: 20 TO LESS THAN 25 (FEET) UNPROTECTED NOT SPRINKLERED 45% NY 11947 (516) 702-3519 THAN 15 TABLE 1017.2- Occupancy R- without sprinkler= 200 ft max. travel distance. travel distance does not exceed 125 feet or 4 dwelling units (table 1006.3.3(1)). 1. ADJACENT LOT LINES 25 TO LESS THAN 30 (FEET) UNPROTECTED NOT SPRINKLERED 70% PO BOX 8T/ JAIJESPORT' OCCUPANTS) *Note: All proposed apartments comply with maximum travel distance. 2. Rooms, areas and spaces complying with section 1006.2.1 with exits that 2. OTHER PORTIONS OF THE BUILDING discharge directly to the exterior at the level of exit discharge are permitted to 3. OTHER BUILDINGS ON THE SAME LOT UNLESS THE ADJACENT BUILDING EXTERIOR Table 1006.2.1- group R-2; max occupant load= 20; have one exit or access to a single exit. WALLS AND OPENINGS ARE PROTECTED IN ACCORDANCE WITH SEC. 705 BASED ON PROJECT Without sprinkler system- one exit is not permitted; *Buildings mist be equipped w/ an automatic sprinkler system and provide FIRE SEPARATION DISTANCE. With sprinkler system- one exit is permitted. emergency escape & rescue openings in accordance to section 1030 for thlis to be *SEE SECTION 1028.1 applicable. APPLICABLE BUILDING CODE DATE 4/7/25 PROJECT No. DRAWING BY. MC CHK BY. DWG No. 0- 006 00 - 6 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WIHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE MATH 2O20 BUILDING CODE OF NEW YORK STATE. 404.2.3.3 SLIDING AND FOLDING DOORS. �� :", •° ICC ANSI A117.1 2009 BUILDING CODE OF N.Y.S. 306 - KNEE AND TOE CLEARANCE SLIDING DOORS AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES`• .,, .r•" " COMPLYING WITH TABLE 404.2.3.3. CHAPTER 11 - ACCESSIBILITYSELF %t3 .-` :.,� """' �` °-' 403.5.1 GENERAL- THE CLEAR WIDTH OF AN INTERIOR ACCESSIBLE ROUTE SHALL BE 36 INCHES MIN. TABLE 404.2.3.3 SECTION 1101 - GENERAL CLOSING DOOR j 'r * " " '' C+� +- THE CLEAR WIDTH OF AN EXTERIOR ACCESSIBLE ROUTE SHALL BE 48 INCHES MINIMUM. MANEUVERING CLEARANCES FOR SLIDING AND FOLDING DOORS 306.1 GENERAL. 1101.1 SCOPE WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR SPACE AT AN ELEMENT, ''f' �s;M � '�; •` �4+; e•., f±_ EXCEPTIONS: MINIMUM MANEUVERING CLEARANCES THE PROVISIONS OF THIS CHAPTER AND APPENDIX E SHALL CONTROL THE DESIGN) AND1 1. IN NEW BUILDINGS AND FACILITIES, THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCH CLEARANCE AT AN ELEMENT, OR TURNING SPACE, THE SPACE SHALL COMPLY WITH SECTION 306. i g0. APPROACH DIRECTION PERPENDICULAR PARALLEL TO DOORWAY CONSTRUCTION OF FACILITIES FOR ACCESSIBILITY TO PHYSICAL DISABLED PERSONS. ADDITIONAL SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT, BUT SHALL NOT BE CONSIDERED `� MINIMUM FOR A LENGTH OF 24 INCHES MAXIMUM PROVIDED THE REDUCED-WIDTH SEGMENTS ARE TO DOOR (beyond stop or latch side unless noted) mm t'�• a" BY SEGMENTS THAT ARE 52 INCHES MINIMUM IN LENGTH AND 36 INCHES MINIMUM IN WIDTH. AS PART OF THE CLEAR FLOOR SPACE OR TURNING SPACE. � v'N �irr H.c. Za ARCHITECT SEPARATEDFROM FRONT 52 IN 1320 mm ^2 0 IN 0 mm 1101.2 DESIGN 306.2 TOE CLEARANCE BATH � ism "^' 3. THE CLEAR WIDTH OF AN EXTERIOR ACCESSIBLE ROUTE LOCATED WITHIN SEATING AREAS SHALL BE 36 FROM NONLATCH SIDE 42 IN 1065 mm 54 IN 1370 mm), SEE NOTE 2 BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN - - - rw INCHES MINIMUM. FROM LATCH SIDE 42 IN 1065 mm 24 IN 610 mm , SEE NOTE 2 ACCORDANCE WITH THIS CODE AND ICC/ANSI A117.1 _ 3a- Ism 4. THE CLEAR WIDTH OF AN EXTERIOR RAMP SHALL COMPLY WITH SECTION 405.5. - - -1 beyond pocket or hinge side ICC/ANSI A117.1- 2009 (� OVERLAP OF KNEE & TOE noon /az HANDICAP GRAB 24" MAX 52" MIN. 24" MAX CLEARANCE ? 2 in existing buildings and facilities, the dimension perpendicular to the door for the front I BARS SECURED TO direction shall be 48 Inches (1220 mm) minimum. 303 - CHANGES IN LEVEL I ? PROVIDE & INSTALL WOOD BLOCKING REVISIONS D E S C R I P T 1 0 N _ Mir= 303.1 GENERAL IF AN ADA VANIAND LOCATED AS - PER A.N.S.I. & 7 9 25 EDITS PER BUILDING DEPT. F -1 CHANGES IN LEVEL IN FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 303. 06.2 (A) o x'toILET / /CLEARANCEZ tP7J no (.A.B.O. STANDAR303.2 VERTICAL. TIONSEE ACCESSORIESZ 8/15/25 EDITS PER BUILDING DEPT. CHANGES IN LEVEL OF 1/4" (6.4 MM) HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL.22" MIN 6 -18 - - - E FIG. 306.2 (B) 0" MIN. TOE CLEARANCE FIGURE 403.5.1 (A) CLEAR WIDTH OF AN ACCESSIBLE ROLJTE- NEW BUILDINGS- INTERIOR FRONT APPROACH SLIDING & FOLDING DOORS POCKET OR) SLIDING & APPROACHFOLDING DOORS qX PLAN 24" MAX 52" MIN. 24" MAX - FIG. 303.2 306.2.1 GENERAL. _ SPACE UNDER AN ELEMENT BETWEEN THE FLOOR AND 9 INCHES 230 MM ABOVE THE FLOOR SHALL BE z � VERTICAL CHANGES IN LEVEL ( ) MIRROR 303.3 BEVELED. CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH SECTION 306.2. LAVATORY CIA 24" MIN CHANGES IN LEVEL BETWEEN 1/4 INCH(6 MM) HIGH MINIMUM AND 1/2 INCH (13 NAM) HIGH MAXIMUM SHALL 306.2.2 MAXIMUM DEPTH. BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 42' MIN z - 2 TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN ELEMENT. 6" g MIN MAX iv DOOR N n 404.2.3.3(D) SLIDING & FOLDING DOORS i.. _ , ¢v n 306.2.3 MINIMUM DEPTH. GRAB-� n STOP OR LATCH APPROACH , I WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE COMPLYING WITH I SECTION 305, THE TOE CLEARANCE SHALL EXTEND 17 INCHES (430 MM) MINIMUM BENEATH THE ELEMENT SEA iV HEIGH m •I n r� FIGURE 403.5.1 (B) CLEAR WIDTH OF AN ACCESSIBLE ROUTE- NEW BUILDINGS- EXTERIOR 404.2.4.3 DOORWAYS WITHOUT DOORS OR GATES. 306.2.4 ADDITIONAL CLEARANCE. j n DOORWAYS WITHOUT DOORS THAT ARE LESS THAN 36 INCHES (915 MM) WIDE SHALL HAVE (A) (B) SPACE EXTENDING GREATER THAN 6 INCHES (150 MM) BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES 403.5.4.1 PASSING SPACE- NEW BUILDINGS AND FACILITIES MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.4. FIG. 303.3 BEVELED CHANGES IN LEVEL ABOVE THE FLOOR OR GROUND SHALL NOT BE CONSIDERED IN TOE CLEARANCE.306.2.5 WIDTH. WATER CLOSET IN NEW BUILDINGS AND FACILITIES, A ROUTE WITH A CLEAR WIDTH OF LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL EITHER BE TABLE 404.2.3.4 CHANCES 303.4 MNEDLEVEL GREATER THAN 1/2 INCH (13 MM) SHALL BE BY RAMP COMP'L`T1NG WITH SECTION 405 OR TOE CLEARANCE SHALL BE 30 INCHES (760 MM) WIDE MINIMUM. A 60 INCH BY 60 INCH MINIMUM SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES THAT PROVIDE MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS OR GATES. A T-SHAPED TURNING SPACE COMPLYING WITH SECTION 3(04.3.2.1, PROVIDED THE BASE AND ARMS OF THE BY A CURB RAMP COMPLYING WITH SECTION 406. T-SHAPE SPACE EXTENDED 52 INCHES MINIMUM BEYOND THE INTERSECTION. APPROACH DIRECTION MINIMUM CLEARENCES 306.3 KNEE CLEARANCE. FROM FRONT 52 IN 1320 mm ^1 304 - TURNING SPACE sa-MIN 404 - DOORS DOORWAYS AND GATES FROM SIDE 42 IN 1065 mm 404.1 GENERAL. 1 In existing buildings & facilities the dimension perpendicular to the doorway 304.1 GENERAL. B" MIN. 1y ar MIN. DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. for the front direction shall be 48 inches (1220mm) minimum. A TURNING SPACE SHALL COMPLY WITH SECTION 304. T--t MAx 404.2 MANUAL DOORS, DOORWAYS AND MANUAL GATES. 304.2 FLOOR SURFACE. MIRROR 404.2.3.5 RECESSED DOORS AND GATES. e"-41 = MANUAL DOORS, DOORWAYS, AND MANUAL GATES, INTENDED FOR USER PASSAGE SHALL COMPLY WITH FLOOR SURFACES OF A TURNING SPACE SHALL COMPLY WITH SECTION 302. CHAINGES IN LEVEL SHALL NOT BE WHERE ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN PERMITTED WITHIN THE TURNING SPACE. I _z LAVATORrT GRAB BARS o SECTION 404.2. 8 INCHES BEYOND THE FACE OF THE DOOR OR GATE, MEASURED PERPENDICULAR TO THE FACE OF THE 404.2.2 DOUBLE-LEAF DOORS AND GATES. DOOR OR GATE, MANEUVERING CLEARANCES FOR A FORWARD APPROACH SHALL BE PROVIDED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. I 1 °° ,` I n AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS 404.2.2 AND 404.2.3. 404.2.4 THRESHOLDS. 304.3 SIZE. I .1 =-..:` L - iv R IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2 INCH 13 MM HIGH MAXIMUM. RAISED THRESHOLDS TURNING SPACE SHALL COMPLY WITH SECTION 304.3.1 OR 304.3.2. a s 404.2.3 CLEAR WIDTH. / ( ) I n 7el AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. a DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 IINCHES (815 MM) MINIMUM. CLEAR OPENING 25MAX OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR 404.2.3.1 FLOOR SURFACE. 67" MIN AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES 610 MM THE FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 304.3.1.1 NEW BUILDINGS AND FACILITIES. O1 "KNEE CLEARANCE ( ) SHALL COMPLY WITH SECTION 302. THE TURNING SPACE SHALL BE A CIRCULAR SPACE wNTH A 67 INCHES MIN DIAMETER. FIG. 30 (B) IV-5" LAV. DEPTH AREA OF PROTRUDING DISPENSER DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (915 MM) MINIMUM. THERE SHALL BE NO KNEE CLLEE ARANCE WATER CLOSET 0 PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865 MM) ABOVE THE 304.3.1.1.1 OVERLAP. PLAN FLOOR OR GROUND. PROJECTIONS INTO THE MINIMUM CLEAR OPENING WIDTH BETWEEN 34 INCHES 404.2.5 TWO DOORS OR GATES IN SERIES. TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE COMPLYING WITH 11" (865 MM) 80 INCHES (2020 MM) ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES (10OMM). DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES (1220 MM) MINIMUM PLUS SECTION 306. WHERE THE TURNING SPACE INCLUDES KNEE AND TOE CLEARANCES UNDER MIN. TYPICAL HANDICAP DETAILS EXCEPTIONS: THE WIDTH OF ANY DOOR OR GATE SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS AND GATES SHALL AN OBSTRUCTION, THE OVERLAP SHALL COMPLY WITH ALL OF THE FOLLOWING: 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN ABOVE THE FLOOR. PROVIDE A TURNING SPACE. 1. THE DEPTH OF THE OVERLAP SHALL NOT BE MORE THAN 10 INCHES, AND FIG. (A) CLEARANCE (FROM ICC/ANSI A117.1 . 2009) CLE x 2. THE DEPTH SHALL NOT EXCEED THE DEPTH OF THIE KNEE & TOE CLEARANCES PROVIDED w0 o 3 SHADED OVERLAP SHALL BE PERMITTED ONLY WITHIN •THE TURNING CIRCLE AREA SHOWN ELEVATION = ® I n 32" MIN. 32" MININ. I ®OVERLAP OF KNEE AND TOE ~ �' J O I 306.3.1 GENERAL. J 1=3 111=111 FIG. 304.3.1.1 SPACE BENEATH AN ELEMENT BETWEEN 9 INCHES (230 MM) AND 27 INCHES (685 MM) ABOVE THE FLOOR SECTION 1105.1: 60% OF PUBLIC ENTRANCES ARE TO BE ACCESSIBLE O >- CIRCULAR TURNING SPACE-NEW BUILDING d FIGURE 404.2.2(B) SLIDING DOOR SHALL BE CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH SECTION 306.3. 6 304.3.2 T-SHAPED SPACE. SECTION 1105.1: 60% OF PUBLIC ENTRANCES ARE TO BE ACCESSIBLE. i 0" MIN. 304.3.2.1 NEW BUILDINGS AND FACILITIES 306.3.2 MAXIMUM DEPTH :D 3 IN NEW BUILDINGS & FACILITIES, THE TURNING SPACE SHALL BE A T-SHAPED SPACE COMPLYING W ONE OF FOLLOWING:KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN ELEMENT SECTION 1107: ONE (1) TYPE "A" ACCESSIBLE UNIT IS REQUIRED. z I I 68" MIN 64" MIN 64" MIN AT 9 INCHES (230 MM) ABOVE THE FLOOR. ZERO (0) TYPE "B" ACCESSIBLE UNITS ARE REQUIRED SINCE I ' THERE ARE LESS THAN FOUR (4) UNITS PROVIDED. 0 L� FIGURE 404.2.2(A) HINGED DOOR 306.3.3 MINIMUM DEPTH. Im W FIGURE 404.2.2(C) FOLDING DOOR off - 2! I I I I z WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR SPACE Q FIG. 404.2.2 �o o I I co z oo i z COMPLYING WITH SECTION 305, THE KNEE CLEARANCE SHALL BE 11 INCHES (280 MM) MINIMUM IN W z CLEAR WIDTH OF DOORWAYS 8" n g I M g I 8" ( DEPTH AT 9 INCHES (230 MM) ABOVE THE FLOOR, AND 8 INCHES (205 MM) MINIMUM IN DEPTH AT ( ) m to e 27 INCHES (685 MM) ABOVE THE FLOOR. Lli W . C to 0 MINIMUM MANEUVERING CLEARANCES AT DOORS & GATES SHALL COMPLY WITH SECTION 404.2.3 z z L 404.2.4 MANEUVERING CLEARANCES IDF J 306.3.4 CLEARANCE REDUCTION. MANEUVERING CLEARANCES SHALL INCLUDE THE FULL CLEAR OPENING WIDTH OF THE DOORWAY & FIG. 404.2.5 - TWO DOORS OR GATES IN SERIES I I I BETWEEN 9 INCHES (230 MM) AND 27 INCHES (685 MM) ABOVE THE FLOOR, THE KNEE CLEARANCE SHALL O THE REQUIRED LATCH-SIDE OR HINGE SIDE CLEARANCE. N - N L - - J 'N - BE PERMITTED TO BE REDUCED AT A RATE OF 1 INCH (26 MM) IN DEPTH FOR EACH 6 INCHES IN HEIGHT. 404.2.E DOOR AND GATE HARDWARE. / \ 404.2.3.1. FLOOR SURFACE HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL HAVE A 16" 36" "MIN 11 IN �"11" 12"I IN �12" � v THE FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER IN'r-MIN.-'M( MIN. MIN IN'-MIN.-"MI 306.3.5 WIDTH. A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING THAN 1:48 AND SHALL COMPLY TH SECTION 302. OR TWISTING OF THE WRIST TO OPERATE. THE OPERATIONAL FORCE TO RETRACT LATCHES OR DISENGAGE OPTION 1 OPTION 2 OPTION 3 KNEE CLEARANCE SHALL BE 30 INCHES (760 MM) MINIMUM IN WIDTH. WI w 0 404.2.3.2 SWINGING DOORS AND GATES. DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION SHALL BE AS FOLLOWS: *SEE SECTION 304.3.2.1.1 OVERLAP FOR T-SHAPED TURNING SPACES WITH PERWITTED KNEE AND TOE CLEARANCE. (- SWINGING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.2 1. HARDWARE OPERATION BY A FORWARD, PUSHING OR PULLING MOTION: 15 POUNDS MAXIMUM. 0 C) MANEUVERING CLEARANCES FOR MANUAL SWINGING DOORS 404.2.6.1 HARDWARE HEIGHT. cr 2. HARDWARE OPERATION BY A ROTATIONAL MOTION: 28 INCH-POUNDS MAXIMUM. 304.4 DOOR SWING. CHAPTER 4. - ACCESSIBLE ROUTES u l TABLE 4.1 UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. U J TYPE OF USE MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE 305 - CLEAR FLOOR SPACE 401 - GENERAL 0 W I l OAPPROACH DOOR OF' GATE PERPENDICULAR PARALLEL TO DOORWAY FLOOR. WHERE SLIDING DOORS ARE IN FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND LO DIRECTION SIDE TO DOORWAY (beyond latch unless noted) USABLE FROM BOTH SIDES. 305.1 GENERAL. 401.1 SCOPE. FROM FRONT PULL 60 IN 1525 mm 18 IN 455mm 404.2.7 CLOSING SPEED- DOOR AND GATE CLOSING SPEED SHALL COMPLY WITH 404.2.7 CLEAR FLOOR SPACE SHALL COMPLY WITH SECTION 305. ACCESSIBLE ROUTES REQUIRED BY THE SCOPING PROVISIONS ADOPTED BY THE ADMINISTRATIVE LO X AUTHORITY SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 4. FROM FRONT PUSH 52 IN 1320 mm)"4 0 IN 0 mm 404.2.7.1 DOOR AND GATE CLOSERS. 305.2 FLOOR SURFACES. FROM HINGE SIDE PULL 60 IN (1525 mm) 36 IN (915 mm) DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME FLOOR SURFACES OF A CLEAR FLOOR SPACE COMPLY WITH SECTION 302. CHANGES IN LEVEL NOT PERMITTED FROM HINGE S11717-7U17- 54 IN 1370 mm 42 IN 1065 mm REQUIRED TO MOVE THE DOOR OR GATE TO AN OPEN POSITION OF 12 DEGREES SHALL BE A 5 SECOND MIN. WITHIN CLEAR FLOOR SPACE. 4O2 - ACCESSIBLE ROUTES 0) > FROM HINGE SIDE PUSH 42 IN 1065 mm)-1 22 IN 560 mm)-3 EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED 402.1 GENERAL. FROM LATCH SIDE PULL 48 IN (1220 mm)-2 24 IN (610 mm) 404.2.7.2 SPRING HINGES. DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR 305.3 SIZE. ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 402. 2 FROM LATCH SIDE PUSH 42 IN (10(65 mm) 2 24 IN (610 mm) OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. 305.3.1 NEW BUILDINGS AND FACILITIES: THE CLEAR FLOOR SPACE SHALL BE 52 INCHES MINIMUM IN LENGTH AND 1 ADD 6 INCHES 150 mm IF CLOSER AND LATCH PROVIDED 404.2.8 DOOR AND GATE -OPENING FORCE. 30 INCHES MINIMUM IN WIDTH. 402.2 COMPONENTS. ( ) ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: 2 ADD 6 INCHES IF CLOSER PROVIDED FIRE DOORS AND GATES ARE REQUIRED TO BE EQUIPPED WITH PANIC HARDWARE, BREAK AWAY FEATURES OR 305.4 KNEE AND TOE CLEARANCE. WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORS AND DOORWAYS, GATES, RAMPS, CURB 3 BEYOND HINGE SIDE OTHER FACTORS REQUIRING HIGHER OPENING FORCE FOR SAFETY REASONS SHALL HAVE A MINIMUM OPENING UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE SIDES, BLENDED TRANSITIONS, ELEVATORS, AND WHEELCHAIR (PLATFORM) OR GATE FOR THE FRONT DIRECTION ON 1THE PUSH SIDE SHALL BE 48 INCHES. FOR OTHER DOORS/GATES, THE FORCE FOR PUSHING OR PULLING OPEN DOORS/GATES SHALL BE AS FOLLOWS: COMPLYING WITH SECTION 306. RAMPS EXCLUDING THE FLARED 4 IN EXISTING BUILDINGS AND FACILITIES, THE DIMENSION PERPENDICULAR TO THE DOOR OPENING FORCE ALLOWABLE IN SCOPING PROVISIONS ADOPTED BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. LIFTS. ALL COMPONENTS LA AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS _ _ _ 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) MAX STANDARD. 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N) MAX 305.5 POSITION. 402.3 REVOLVING DOORS, REVOLVING GATES AND TURNSTILES. F - - - UNLESS OTHERWISE SPECIFIED, THE CLEAR FLOOR SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL REVOLVING DOORS, REVOLVING GATES AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. EXCEPTION: THE FORCE REQUIRED TO RETRACT LATCH OR DISENGAGE OTHER DEVISES THAT HOLD THE DOOR IN APPROACH TO AN ELEMENT z F o--I THE CLOSED POSITION SHALL NOT APPLY TO PANIC HARDWARE, DELAYED EGRESS DEVICES OR FIRE RATED HARDWARE. MIN. 403 - WALKING SURFACES 52" 0 z I I 404.2.9 DOOR OR GATE SURFACE. 403.1 GENERAL. `O I 1l3" MIN. I DOOR SURFACES WITHIN 10 INCHES (255 MM) OF THE FLOOR OR GROUND MEASURED VERTICALLY, SHALL BE SMOOTH I I WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 403. 22" SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. DOOR OR GATE HARDWARE OR ANY z MIN. OTHER OBSTRUCTION OR PROTRUSION SHALL NOT BE MOUNTED IN NOR EXTENDED INTO THE AREA WITHIN 10 INCHES OF 5 I I z 403.2 FLOOR SURFACE. THE FLOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACES SHALL BE WITHIN 1/16 INCH OF THE INI I o I I FLOOR SURFACES SHALL COMPLY WITH SECTION 302. 404.2.3.2(A) MANUAL SWING FRONT APPROACH, PULL SIDE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. n EXCEPTIONS: 403.3 SLOPE. 1. SLIDING DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THIS SECTION. I I - - - - J THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOW WITH THE TOP L - - J WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48, F I LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE (B) PARALLEL CVj Z REQUIRED TO MEET THE 10 INCH (255 MM) BOTTOM RAIL HEIGHT REQUIREMENT. 30" MIN. 403.4 CHANGES IN LEVEL. Charles M . Thomas 12" MIN. I I N 404.2MIN(W)IiE ANUALH DOOR HI AND LATCHCH, PUSH H HID D 3. DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10 INCHES (255 MM) OF THE FLOOR, SHALL CHANGES IN LEVEL SHALL COMPLY WITH SECTION 303. NOT BE REQUIRED TO COMPLY WITH THIS SECTION. FIG.305.5 4. THE INSTALLATION OF KICK PLATES ON EXISTING DOORS AND GATES WITHOUT SMOOTH SURFACE (A) FORWARD POSITION OF CLEAR FLOOR SPACE WITHIN 10 INCHES OF THE FLOOR SHALL BE PERMITTED. THE KICK PLATES SHALL EXTEND TO 10 403.5 CLEAR WIDTH. a C C h I t e C l INCHES ABOVE THE FLOOR & NO MORE THAN 1 INCH FROM THE SIDES AND BOTTOM OF THE DOOR 305.6 APPROACH. CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH TABLE 403.5.1, 403.5.3 OR 403.5.4 AS APPLICABLE CAVITIES CREATED BY SUCH KICK PLATE SHALL BE CAPPED. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR (OVERLAP AN ACCESSIBLE ROUTE OR PO BOX 871 JAMESPORT, NY 11947 (516) 702-3519 404.2.3.2(B) MANUAL SWING *IF BOTH CLOSER & o-� 404.2.10 VISION LITES. ADJOIN ANOTHER CLEAR FLOOR SPACE. 403. NEW BUILDINGS AND FACILITIES FRONT APPROACH PUSH SIDE LATCH ARE PROVIDED z DOORS GATES AND SIDELITES ADJACENT TO DOORS/GATES CONTAINING ONE OR MORE GLAZING PANELS THAT WHERREE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS EQUAL TO OR PERMIT VIEWING THROUGH SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL ON EITHER SIDE OF THE DOOR, 305.7.2 FORWARD APPROACH (MANEUVERING CLEARANCE). GREATER THAN 52 INCHES IN WIDTH, THE CLEAR WIDTHS IN THE TURN SHALL COMPLY WITH SECTION 403.5.1. PROJECT N GATE OR AN ADJACENT SIDELITE 43 INCHES (1090 MM) MAXIMUM ABOVE THE FLOOR OR GROUND. THE ALCOVE SHALL BE 60 INCHES MIN IN WIDTH WHERE THE DEPTH EXCEEDS 15 INCHES. WHERE AN ACCESSIBLE ROUTE MAKES A 180 -DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN 52 INCHES 24" a EXCEPTION: VISION LITES WITH THE LOWEST PART MORE THAN 66 INCHES ABOVE THE FLOOR. 305.7.1 PARALLEL APPROACH (MANEUVERING CLEARANCE). IN WIDTH, THE CLEAR WIDTHS APPROACHING THE TURN, DURING THE TURN AND LEAVING THE TURN, SHALL BE �dIN. 404.3 AUTOMATIC AND POWER-ASSISTED DOORS AND GATES. THE ALCOVE SHALL BE 36 INCHES MIN IN WIDTH WHERE THE DEPTH EXCEEDS 24 INCHES. ONE OF THE FOLLOWING DIMENSIONS: F AUTOMATIC DOORS AND GATES SHALL COMPLY WITH SECTIONS 404.3. FULL POWERED AUTOMATIC DOORS AND -0 GATES SHALL COMPLY WITH ANSI/BHMA A156.10. LISTED IN SECTION 106.2.7. POWER ASSISTED DOORS SHALL z 404.2.3.2(G) MANUAL DOORS LATCH APPROACH, PULL SIDE COMPLY WITH ANSI/BHMA A156.19 LISTED IN SECTION 106.2.E 60" MIN. z z ' 404.3.3 CLEAR WIDTH. 0 r- -� DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES (815 MM) IN POWER-ON AND POWER OFF MODE. THE N� o �? MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS SHALL BE BASED ON THE CLEAR OPENING WIDTH PROVIDED Q m `O 36" MIN. I I-0 I z WITH ALL LEAFS IN THE OPEN POSITION. x A X - 404.3.4 MANEUVERING CLEARANCES. T 24" I CLEARANCES AT POWER-ASSISTED DOORS SHALL COMPLY WITH SECTION 404.2.3. MANEUVERING CLEARANCES -_ - - - I CC/ANSI 1 q 1 /-7 .1 - 2009 404.2.3.2(D) MANUAL DOOR HINGE APPROACH, PULL SIDE IN. COMFULLPLYING POWEREI AUTOMATICTH SECTION 404.2.3 SHALL DOORS/GATESBTHATOVIDED ON THE SERVE AS PARTEOFESS SIDE OF AN ACCESSSIBLEW ENERGY MEANS OF EGRESS.IC & L _305` .7.1 PARALLEL J APPLICABLE CODE 404.3.5 THRESHOLDS. 36" MIN 36" MIN Al* MIN 42" MIN 43" MIN 43" MIN *48 MIN. WHERE THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTION 404.2.5. 36` MIN CLOSER X<5 X<5 X<5 z IS PROVIDED 404.3.6 TWO DOORS OR GATES IN SERIES. 305.7.2 FORWARD (� DOORS IN SERIES SHALL COMPLY WITH SECTION 404.2.5. FIG. 403.5.2.1(A) FIG. 403.5.2.1(B) FIG. 403.5.2.1(C) DATE: 4/7/25 `a 404.3.7 CONTROLS. CLEAR WIDTH AT 180 DEG TURN CLEAR WIDTH AT 180 DEG TURN CLEAR WIDTH AT 180 DEGTURN PROJECT No. - I 42" MIN. MANUALLY OPERATED CONTROLS SHALL COMPLY WITH SECTION 309. THE CLEAR FLOOR SPACE ADJACENT TO THE OPTION 1 OPTION 2 OPTION 3 404.2.3.2 (H) MANUAL DOOR LATCH APPROACH, PUSH SIDE CONTROLS SHALL BE LOCATED BEYOND THE ARC OF THE DOOR OR GATE SWINGS. DRAWING BY. MC CHK BY. DWG No. 404.2.3.2(E) MANUAL DOOR HINGE APPROACH, PULL SIDE �- 007 00 7OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS„ AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN 'WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE VWTH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ARCHITECT REVISIONS D E S C R I P T ION -_� - ----- it i I E:l I' ir Tl�;; E FRONT ELEVATION- EXISTING E SIDE ELEVATION- EXISTING = " J SCALE: 1/4" = 1'-10" 2 SCALE: 1/4" = 1'-O" ~1j0 Lo z oN W � W z W w U) Q W 0 (r 0 Lo W L �- °- Lox � Q 0 STAIR t O 'I i Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 E REAR ELEVATION- EXISTING E SIDE ELEVATION- EXISTING PROECT 3 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-O" g� I f EXISTING CONDITIONS I I f DATE: 6/26/24 I PROJECT No. t , DRAW NG BY. MC t CHK BY. DWG No. 1 OF 2 . THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTION'S. h THIS PROJECT IS IN COMPUANCE NTH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ,may ARCHITECT 7-10 PLATE HEIGHT - - - - - - - - - - �� II II REVISIONS D E S C R I P T ION on O F U® II II Lnw II II X W II II t� x II II e N ° II II N o (3) 2"X10" io 7-10 TO BOTTOM OF DROPPED — — _ HEADER CEILING HEIGHT 7'-9" CEILING HEIGHT 7'-9" I EXISTING EXISTING 2R 2"X4" CJ ® 16" CC. 2"X4" CJ ® 16" CC. EXISTING CEILING HEIGHT 8'-4" o I 2"X10" RR ® 16" OC. CEILING HEIGHT 7'-8" _ CEILING HEIGHT 7'-8" a N L =a I V7 0 7'-3" 7'-9" 8'-0" I 19-0 CEILING HEIGHT 8'-4" N " FLUSH HEADER 3 2X6 FLUSH HEADER 2 2X12 DN _ _ _ II I LINE OF BOV FLOOR AE T HAND RAIL IL — JI 24'-0" EXISTING �— 2"X6" FJ ® 16" OC. = / "'CEILING HEIGHT 8-4 CEILING HEIGHT 8'-4" S Z / — — HEADER DROPPED 8� / LINE OF FLOFR ABOVE 27-- 5"X5" POST 5"X5" POST 12'-4" 00 i 4'-4" _ 0 C) Lo 0 49'-1"I I i C) EXISTING "X6" FJ ® 16" OC. I I a l w oo I I LO 0 ¢ io tI o II CEILING II CEILING o( �=f o- CEILING HEIGHT 15-11" CEILING HEIGHT 8'-4" M CEILING HEIGHT 15-11" II CEILING II CEILING ulJ 3 oJ CEILING HEIGHT 8'-a a HEIGHT 16'-4" HEIGHT 18'-9" Im II II O HEIGHT 16'-4" HEIGHT 18'-9" a z N W Of o z `` I-- W-z Q U=l � o wIz�� J � LLJ W D � I I I I I II ^ in N :D II 5"X5" POST 112"X7" POST I — LINE OF FLO R ABOVE — _ _ — I I L i 0 =LINE OF FLOOR ABOVE _ — — _ _ LUSH FIE DER HEADER DROPPED III p i. HALF WALL I U) fr Q FLUSH HEADER 5'-2" HIGH HALF WALL HAND RAIL Lo I I O (3 In O a=,. I IIII IIII O� WLO Wa LoF ® rn261 w I N CEILING HEIGHT 7'-8" X L` UP � Q w 2 R x u- I- I I - - W = II II II II r-4 4 II II P FIRST FLOOR PLAN— EXISTING P SECOND FLOOR PLAN— EXISTING 1 SCALE: 1/4' 1'— 0'' 2 sc;ALE: 1/4" = 1'-O" Charles M . Thomas = a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT EXISTING CONDITIONS i DATE: 6/26/24 PROJECT No. DRAPWNG BY. MC k CHK BY. DWG No. � A 002 00 2OF2 I I THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTION'S. - r. s ra; Q' \ NOTES i'J''llj: Ili DRAWING ISSUE NO. DATE ISSUED FOR I I'' ill; 1 1 2023-09-11 DOB INITIAL SUBMITTAL B.P.# 7 Fm NOT) BUILDING DEPART ENTAT 9 63I.7MI602 BAM TO 4PM FOR THE 10 Q FtLLO 'ING INSPECTIONS: 11 — �- 1. FGUNDAT-r) I-TWO REQUIRED t FOR PC'U�:r CONCRETE 12 I ROUGH-FHAM.ING&PLUMBING DRAWING REVISIONS & INSULATION , \ Ij, FlNAL-CONSTRUCTION MUST N0. DATE REVISION CECOMPLETE FOR C.O. 1 2024-05-01 DOB REVISIONS /ILL CONSTRUCTION SHALL MEET THE 2 REOUIREMENTS OF THE CODES OF NEW - ` YORK STATE. NOT RESPONSIBLE FOR 3 3 3D 1 \ 4 DESIGN OR CONSTRUCTON ERRORS \ 5 MAX BUILDING \ ' 6 HIEGHT � \ �;�l�1PLY WiTF�I ALL CODES 0� 7 48 0 „ ` '1W YOR TATE&TOWN CODES 8 13 HEQU ED AND CONDITIONS OF SOUTIfOLDTOW'V ZBA 9 - T - --- _-- _-- - - ROOF 10 - I 46' - 4�®' t t wu l oI Vi� ="J 11 SOUTHOIDTOV NTRUSTEES 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL co co t t OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR t ` ` TO BE CONSIDERED AS EITHER BEING APPROVED OR IN - . . . . .,: . . . ., . . .,: �• � 2ND FL. �t \ CCORDANCE MliAP_PLICAB o 10 ie) 35 - 2 `� N AllTAX LOT 22.1 o b ".I ` \ o, (`! C?C:>, DANCY OR Designer: _ USE _ GROUND FL. \ E 13' S„ �.. - - - 26'- 2" IS UNLAWFUL AWFUL I SAAC RA E t 4= , o E \ WITM IT CERTIFICATE AVE AGE GRADE ... so OF OCCUPANCY 430 Main Street Greenport, NY 11934 23' - 0" N�5 .52 T. 347-276-6093 E. clay@isaac-rae.com _ BASEMENT TAX LOT22.2 o \ t ` � \ . A+,,,:�.,?►w�Y.!:. n�• Applicant of Record: PP SKY PLANE DIAGRAM 1 - �� _— r .U.":'"?ECERTIFICATION ___ _ 50 FRONT YARD SETBACK O�sW ;CONTENT BEFORE 4 - ' CEF77�6;r�lTE OF Q -01 \ I , \ �d1�'ANCY sO m-n USED-r'.J`%!.,1;TER \ t, iiTERIOR LIGHITN 1T0 BE DARK L pL�MBING. vuo''�'�`yS,Y NOTE r",LL ESTEP."IC�Pe!�IOT SKY COMPLIANT AND APPROVED BY TOWN ALA.PLU";S81NG VNA 'Ir:s. EXCEED?11O OF 1:' LEAD. ` CODE WATER LINES NEED. f; r I !. LINE OF '�� l�.1. 0 L_ _I EXISTING 45 g GARAGErao TO ,' ,' , \ , , \(� 1�Iu.c�t prnvx�� .T ,�ancaals REMAIN \ ' /� i1 `` co CLECTIIIC�AL D, 3 ,-,nd S as per REVISED , con\ 'si \ INSPECTION REOUI^►D En Code a 5/1/2024 1 PROPOSED HYDROACTION IA WASTE NYS E WATER TREATMENT CENTER PROPOSED GRAVEL ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN \`\ III ` ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING DRIVEWAY TO REPLACE 5 / GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT SCTM # 1000- 128-0 - ■ \ °co EXISTING PROPOSED 1 STORY ADDITION OUTSIDE a TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, /\ F \ — DO'li'OTPFO^""` Ae,� WITHOUT THE EXPLICIT WRITTEN PERMISSION OF SITE PLAN FOR: 4452 Pecolnic Bay Blvd Laural NY I OF EXISTING HOUSE FOOTPRINT ► g o° F LINE OF EXISTING \ ,( METROPOLITAN BUILDING CONSULTING GROUP,PC. Y I C� GARAGE FRAMING U`M,SU,,i .. STM (1000-128-4-22.2) ZONED R40 �\ `j - ��_� �,t f \ C� -FOUNDATION LoOfIl j "! SOUTHOLD TOWN , SUFFOILK COUNTY, NY SITE PLAN BASED ON ASURVEY BY KEN WYOCHUK 10/19/22 'I PROPOSED 2ND STORY ADDITION OUTSIDE _ o \ HAS BEEN-AP t F� -_� � —_ _ _— LINE OF EXISTING ' �� :'.'� Project: 13,5 I r0 OF EXISTING HOUSE FOOTPRINT \ �_ I OUTDOOR SHOWER \ g.5 �I /� N A N ALLOWED EXISTING PROPOSED 4 , , It o., \, l•�' GUTTERS AND ,--001.0 � t PROPOSED 2ND STORY ADDITION ABOVE -. LEADERS TO DRYWELL 4452 Peconic Bay LOT AREA 28124.6 , EXISTING HOUSE FOOT PRINT / J I LINE OF EXISTING 4452 Great Peconic Bay Blvd, Laurel, NY 11948 ' I , I HOUSE �� LOT DEPTH (FT) 386.29' 'S10 dtl � GUTTERS AND \ ; �• 2ND STORY ROOF OVERHANG 4nd duo�,��tarSr i ,r� Project No.: LOT WIDTH (FT) 80. LEADERS TO DRYWELL \ ` I S j EXISTING SET BACK TO teS�tli1 ,rCgU1r1rC IR-O2 LOT ARE BUILDABLE (MIINUS BANK) 24,053 SQF , -001.0 - REMAIN Seal/Signature: Pit MIN. FRONT YARD (F-T.) 50' 98.8' 198.8Iv Y 15' 35' 9.5' 13.1' 9.5' 13.1' ' \ - MIN. SIDE YARD FT. � �.;� •� TOP OF BLUFF U ( ) ` UNROOFED ENTRY STEPS ��31 - EXISTING WOOD AND A11 exterior lighting a MIN. REAR YARD FT. 50' 50.8' 56' m ( a I �` " VINYL BULK HEAD installed,replaced or F ` 16 SIDE YARD SETBACK DN - %}-_ / repaired shall conform cj� N MIN. ACCESSORY SIDE YARD 10, 2.7' 38.2' 2.7' 1 38.2' �� 23 ==-}- EXISTING WOOD JETTY (', Z' C \ 0 to Chapter 172 � G MIN. ACCESSORY REAR YARD 1 3.3' 3.3' 20' SIDE YARD >_ s of the Town Codes cr SETBACK E COVERAGE 20% 5 624.9 SQFT �, EXISTING SET BACK TO REMAIN _.: ALLOWABLE C0 PROPOSED NATIVE . Z ; VEGITATION NON TURF TOTAL EXISTING COVERAGE 3,168 SQFT - BOARDER 10' BEYOND o I �, -- ~- --• �� O THE LINE OF THE BANK � ry1. o o : � N 3976 \(,, FIRM ZONE X i � T A �6�• o d PROPOSED NATIVE o c �(1vz (�- (�� TOTAL PROPOSED COVERAGE 796 SQFT TOP OF BAN ��s°h a°oo t VEGITATION NON TURF \iL i jJ 1('� 21'-0" BOARDER 10' BEYOND ) THE LINE OF THE BANK ALLOWABLE GROSS FLOOR AREA (GFA) 3,755 SQFT REVISED v �� 20e4 ' 5/1/2024 _ _ /q, cz o ` r EXISTING GROSS FLOOR'. AREA (GFA) 1971 SQFT � � �� CO- � O .;.�;;� �jDate: Scale: PROPOSED SETBACK AS NOTED EXISTING GFA GROUND FLOOR 1971 SQFT ` - TOP OF / Drawing Title: PROPOSED GFA GROUND FLOOR 2,387 SQFT , BULK HEAD EXISTING WOOD STEPS \ PROPOSED SITE PLAN t co5' o PROPOSED GFA 2ND FLOOR 997 SQFT TOP OF BANK T- '� EXISTING WOOD JETTY TOTAL PROPOSED GFA 3,384 SQFT ro ,o / Drawing No.: Ni0 N Lots up to 30,000 square feet of lot area:3,350 sauare feet plus 10%of the lot area In excess of 20,000 square feet up to a total of 4,350 square feet maximum Ln 2 ZONING SCHEDULE n PROPOSED SITE PLAN - Callout 1 PROPOSED SITE PLAN 1 : 180 1" = 30'4' - �.- .. .. ......_� -�y.. ....x...-. . .. .. .., ,.Y • uww wJ r .w.i..., d..v.Fuw. - .d......nm... .a«.4.Ltau.. .__ �.�..�r�,s.+.a.r,ua,urr�C:amuu.rl.,us-w.. � .."�•. ,. .r.rieubeWJu,sacx.:L•x�r ,v[ran. ... _ -__ 7774-F. NOTES ' a ;ali ',. WA - *, ear ° r >, `a.,-I` j Y, ,, & e 5 .A'. j,,, ti max y ? r� 1". 0 + A_ r#�., ,:9 _ 'k`#` ,y �'..:�,.' s, r::4. a a 'R,A� J`. 3C ..> ., - " ', ° mat' �_ ? ` DRAWING ISSUE 11 �T, %, � :.`, + � r e" .�;a r q w ,w i N0. DATE �, a `•- °.� ry3 �' °, R x ". -�.'.,� ISSUED FOR 4. 1 + _ r-°,'-' ' �I'. .s ..,.m. 2 3 0 SH TOWN DOB FILING � ., . ,` `4 „„i, .. "�m a<,;_�If ,It,';s yak rt' IE . I '3 a = dam. $ 6' $'- ,`A( t.°"w g q `� x' By.d..D`5"y"at a` 5 }ye'� :4 Ly ��`�. a' �,,*• .. , .,„�'. »"", . .€ e,_ s, 3 ,. r _:vs i 7 a s g `(,•.".� ": w' ,4" f* i 8 i •aw3' > .y 's 7'°"`�':a 5 .' A,•-:.^.y:r ,y�kv,-w.'a;;..,° 9; . 11t. to _4��_ I 3 11 DRAWING REVISIONS « , „ ^""'- ^= "gym. "a""` •' .. >'•,` ;s°w. A,A ;t';. ":>s,,:r- a:cz, i; �•a��>; ,;�'•a�s«�,»'.- <. - ".� ,' ,. . „ .. 1 5/7/2024 DEMO CLARIFICATIONS B � ::`,.. I. , , r' " 2 5/23/2024 REVISION 1 'i " ° 1, - ,. , tja I t„ . ,a"'.IV" .H. • yq - i k I . . - - i ' , „ �. 5 g ,.., . -.. ". ° ,--t, I ,1 , L ; _ I 7 1 4 �, , ; .. I-' . I I I . . .r I f rl, li I -P�, I 1, ' ' 11 ,� � , 11 Ir1l I I 11, I �i_ � " I , I �' " "' i , t I _ '° w J r " „ _ 11 " • " k�_.';t � ' �'' , I 11 - I �, 'I, I I J.", I", I �11 , 17 e R - �': , v. " ^ I d � -, THIS APPLICATION IS APPROVED ONLY FOR WORK n ,� A %3 `7 e "�� ''' _ F. - INDICATED ON THE APPLICATIONSPECIFICATION , a »``. >f y ,, 0 SHEET. ALL 4a 1, =+'» ! - : . wOTHER MATTERS r - TT S SHOWN ARE NOT TO BE RELIED$- - E UPON OR tail. -.,:� _ ' r ��, a. �.Wa i"m:+' sad ., ,A TO BE CONSIDERED AS EITHER BEING APPROVED y_, 0 OR IN aA 9>- ,kw a t .. �' - , <, m. #1-r,h st. ;,w; .t .k. .may "#'o as 7^+" 'r L:r-o w w qv g p k i, V w.�K� ,a"' .xa">," .. ..`iv<:�.:•.«"v' ',:y<'.,+atc .. r�" .k S,5`�•" .r-: *p,. ; ',a' ro. !�` y y°� '.fin •'"d'"+a°'F""'�,eR�^;'-"4.''ae�t''�'(�. w 1 fF u o'� f a'd,.,;,.. '`�K "''.9. .$,' kk e" .i'.;. ^,r+�y,-, �,�''c.•"' n. '2i'a �Y.e•s a.3 ;!'_` ,k' ..«F'1 Ati _ ",g `-'t.. ;N'3':'..+z', .w.{, '',t<.e�!e �Y a: ,.a5, .d#;....,ml',•w.,,wr�<.' *,w ,,.'&..,ayro. •`.�s.,�M'x w.Oi g :...''£.. >�'';,, a 7 LL-@a.: b. x,.+ •' .:.. ;t< 2••!-• _ -"�"'° >:d;' `-r-. `i:' a r'-, ,a "s. 'r t ;..,p,; f,i<.'� ;,,s'), ,.:,. w z ,•Ca:. 'U'_�' . _•• �,.,+. ye "'o'ss s•a i $ "t,t,-_ :$ t !" 4 ,�m.'e '+.% t""" -: a �'. ',:,`� $ -a C,,-6.'S•tz MEN,: ,1 _ 5, �.3,s �, 2" f,,_t 4452 PECONIC F"kAY .:.° .�. a�sa." w w„ s,� ,,�`�'S �� -,44 -sM'.' , " . -a�r''�.'`�;�,: i�5� ,a w., ','�" n'.., ,,..;,T,a, ,„1.,. :R-� _ "+' _' .' .� 1��'.77 1,11��%,____�� _�,�1,4 Z��',,'77��- � "', w '� s d Y $ aa • - Rt °tiI ' ' - , . F. 11 111 1. �. '•.i µ�r.� _� 4/y Y- .Fiw. �*a''°r'w .9'6� i,ate.. % "� a'!•REw 'x'a(3."T'.5 :{w.N"""a"a -p'o! "@ .F I 1. x s.y.- >F`. �p yM w YT ,M,^1 ye Hwy .. 4�"." d. 'wawa w"^�p '. i<P.A`. Dd w.ro X t. mw _ w - k, ,.� � .� �a _ vow ' Designer: x ,,,' i. av` ��q� ;v K " 4 a5 �,a '{w I i w ,6a � 4 w2�•V yy �gp '�a•i`t ,r ,,(( 1 -,". ."M• >£' '.b. R "Y,..a..i i'g'"< "�' +'T.a�. a,.. '3 "Ya 'w '-k' x.w�-a", '•d'-•? ::�,`` w'�.P 3" 'd. 4 y 4 a.� rwR�w N✓SY } ah I t 9,%M .,�~ rch tect: w T A •�•a t! :6 "s _ 'wR� '4f Y _ 'i t .<g ,rje.. Q'Y w`k• �",°`-: " rya sg'. t'. { J ' s.' W,,, S �^^: ��.. �Ty' Rae l Isaac �°� •�•�� =�t- I:' w r A"� wwk'� .'4 A '*S Ill f:ai l'S J'^�:. 4 '. I AA■/� RA E b .s ��a ,eiw,...x 9M ..F :�' �to a' f 4 a u Via= '°.+r ;.R nY " ` �«�, •.Tax^�' '�� ^, �,.N:w.'`i4 v '1 � 1 W<i'� EET 3. ��`" A�. ,�. 430 MAIN STR .,' .�.� s �.. .: '�f � , =ue r' } $. ,.#,'° 't•s"3� +ate $, f °� j,i g d- t 4. _,,-� 430 Main Street Green port, NY 11934 "�. : ' .. P 2ND FLOG : a `` �,. �• ' ''t m " ,. "y.".a , "r x `T' •w s .t+a w w*a �� :e' ^;,,.:,F„,,,.r'," sue. '� �, �. r.,>` '. as. :s.. ,` b�,�+ ��` r.X �' C° a t. m 4 .; +-� �� .� �� .�. _�. � .:�! '�. ,�� , T. 3 76 6093 E. cla Isaac rae.com GREENPORT NY 11934 ��•• >.�,. �` ��1°<,��n�' ,. !F. � _.°� � ; ,. �a• t . .» �' L �•° _., �-. ,�. � �` �` � .. � �' � .� . .�._._.,,.,� � �..- S. _ -- Y@ b,.. '.'w� '4 a: .Y''k -h<•rn w'" `.`F:, =3,ay.,.v •'«aa4,'«' +'.. :»ka .a ",.:a.,. Y "«#..�„"�'�.�' �.s..^^�r:�"p,.y•<�rg." a�",.-.y,:a��e:,e:.a ..a a..•`>„'s a",'m`".9�, 'mc`• :. .1*�0� r.. "�,�.ww'; 'a4d- _>• ,e° ABBREVIATIONS DRAWING ORGANIZATION: ARCHITECTURAL MATERIALS SHEET LIST A D GFI GROUND FAULT MON MONUMENT RP RADIANT PANEL WH WALL HYDRANT A.THE DRAWINGS IN THE SET ARE ORGANIZED AS FOLLOWS: I-- EARTHICOMPACT FILL DRAWING TITLEBAR INTERRUPTER MOV MOVABLE RPM REVOLUTIONS PER WHO WHEEL BUMPER 1. EACH DRAWING IS IDENTIFIED BY THE SHEET NUMBER IN THE Applicant of Record: A AREA D DEPTH GI GALVANIZED IRON MRS MARBLE MINUTE W1 WROUGHT IRON LOWER RIGHT CORNER OF OF THE SHEET TITLESLOCK. QRAWtNG TITLE AJC AIR CONDITIONING DBL DOUBLE GL GLASS/GLAZING MRD METAL ROOF DECKING RT RUBBER TILE WM WIRE MESH EXAMPLE:A202 POROUS FILVGRAVEL SHEET AS ANCHOR BOLTS DC DIRECT CURRENT GP GALVANIZED PIPE MNT MOUNT,MOUNTED, RTE ROUTE WOW WINDOW TI LE ASV ABOVE DEG DEGREE GGPL PM GALLON LATH MOUNTING S PER MINUTE MTFR METAL FURRING RWC RAINWATER WF WATER CONDUCTOR WR WATER REPELLENT(ED) 1 1 DISCIPLINE: LINE: H THE FIRST LETTER INDICATES THE DISCIPLINE � CONCRETE CONCRETE I STRUCTURAL PRECAST 1/2".V-0, ORDER Sheet Number Sheet Name AC ACOUSTICAL DEMO DEMOLITION ACE ACCESS FLOORING DF DRINKING FOUNTAIN GPPL GYPSUM PLASTER MTL METAL $ WS WATER STOP 1.2. SHEET NUMBER:THE NEXT NUMBERS"202'INDICATE THE '+: y SAND/ARCHITECTURAL PRECAST ACM ASBESTOS CONTAINING DIA DIAMETER GSS GALVANIZED STEEL MULL MULLION WSCT WAINSCOT SEQUENTIAL NUMBERS OF EACH SHEET WITHIN A CATEGORY. CONCRETE ORIGINAL SCALE MATERIAL 0 DIAMETER SHEET MULT MULTIPLE SAN SANITARY OR SANITARY WT WEIGHT ® BRICKIBRICK PAVERSISTONE DRAWING IDENTIFICATION ACP ACOUSTICAL PANELS DIAG DIAGONAL GST GLAZED STRUCTURAL MWK MILL WORK SEWER WTW WALL TO WALL 2. DETAIL IDENTIFICATION:THE LETTER OR NUMBER WITHIN THE OR NORTH DIRECTION 1 T-000 COVER SHEET ACT ACOUSTICAL CEILING DISP DISPENSER GST GLAZED STRUCTURAL SO SPLASH BLOCK,SINK THE TITLEBAR FOR EACH ENTRY IDENTIFIES THE ENTRY, TILES DISTR DISTRIBUTION TILE N BASE XYZ REFERENCE SYMBOLS INDICATE REFERENCE TO THE ENTRY CONCRETE MASONRY PARTITION TAG 2 T-001 PLUMBING RISER DIAGRAM AwT ACCOUSTICAL WALL DIM DIMENSION GVL GRAVEL SC SOLID CORE UTILIZING THIS DETAIL IDENTIFICATION LETTER OR NUMBER TREATMENT DIV DIVISION GW8 GYPSUM WALL BOARD NA NOT AVAILABLE SCH SCHEDULE X3ECT CROSS SECTION BRASS/BRONZE PARTITION TYPE AD AREA DRAIN DL DEAD LOAD NAT NATURAL SCN SCREEN YD YARD B. DISCIPLINES ARE ORGANIZED IN THE FOLLOWING ORDER. (REFER TO PARTITIOI;TYPES FOR 3 A-001.00 PROPOSED SITE PLAN ADD ADDENDUN DLV DOOR LOWER H NEC NATIONAL ELECTRIC SD STORM DRAIN YR YEAR B DEFINITIONS) ADH ADHESIVE DN DOWN CODE SDG SIDING G GENERAL ALUMINUM 5 D-001.00 DEMOLISIION PLAN - BASEMENT ADJ ADJACENT DOZ DOZEN HB HOSE BIB NEG NEGATIVE SEC SECTION AS ARCHITECTURAL SITE AFF ABOVE FINISH FLOOR DP DAMP PROOFING HC HVAC CONTRACTOR NIC NOT IN CONTRACT SF SQUARE FOOT AD ARCHITECTURAL DEMOLITION ® FINISH WOODWORK AGG AGGREGATE DPR DAMPER HCP HANDICAP NL NAILABLE SFGL SAFETY GLASS A ARCHITECTURAL COLUMN GRID 6 D-002.00 DEMOLISIION PLAN - FIRST FLOOR AH AIR HANDLER DR DOOR HD HEAVY DUTY NMT NONMETALLIC SGT STRUCTURAL GLAZED MD MECHANICAL DEMOLITION ® ROUGH CARPENTRY AHU AIR HANDLING UNIT DS DOWNSPOUT HDR HEADER NOM NOMINAL TILE M MECHANICAL COLUMN GRID NUMBER 7 D-003.00 DEMOLISIION PLAN - ROOF ALT ALTERNATE DT DRAIN TILE HDW HARDWARE NRC NOISE REDUCTION SH SHELF,SHELVING ED ELECTRICAL DEMOLITION ALIGN ALIGNMENT DTA DOVETAILANCHOR HH HANDHOLE COEFFICIENT SHT SHEET E ELECTRICAL �/ BLOCKING A 11 COLUMN CENTERLINE 8 A-100.00 PROPOSED PLANS - BASEMENT ALL ALLOWANCE DTL DETAIL HI HEIGHT OF INSTRUMENT NS NEARSIDE SHTG SHEATHING P PLUMBING A ALUM ALLMNUM DW DISHWASHER HDJT HEAD JOINT NTS NOT TO SCALE SHWR SHOWER FP FIRE PROTECTION PLYWOOD/PARTICLE BOARD AMP AMPERAGE DWG DRAWING HK HOOK,HOOKS SIM SIMILAR i 1 9 A-101.00 PROPOSED PLAN - FIRST FLOOR ANC ANCHORAGE HM HOLLOW METAL 0 SKL SKYLIGHT GENERAL DEFINITIONS: ® HARDBOARD ANOD ANODIZED E HOR HORIZONTAL SL SLEEVE 10 A-102.00 PROPOSED PLAN - SECOND FLOOR AAP ACESS PPRO APPROXIMATE HP HORSEPOWER CA OVERALL SNT SEALANT 1. "TYPICAL'OR'TYP,'lI7ENTICAL SYSTEM COMPLETE FOR THE E EAST HR HANDRAIL OBS OBSCURE SP SOUNDPROOF GYPSUM WAIL BOARD ROOM TAG AND NUMBER ARCH ARCHITECT(URAL) EA EACH HT HEIGHT O ON CENTERS) CONDITION NOTED. ROOM ASS ASBESTOS SPC SPACER " ' -++ SPACE DEFINITION 11 A-103.00 PROPOSED PLAN - ROOF EC ELECTRICAL HTG HEATING OCC OCCUPANTS SPEC SPECIFICATION(S) 2. 'ALIGN"INDICATES ACCURATELY PROVIDE FINISH FACES OF BATT INSULATION 1014 -w ROOMNUMBER ASBC ASBESTOS CONTRACTOR CONTRACT(OR) HTR HEATER OD OUTSIDE DIAMETER SPKR SPEAKER MATERIALS IN A STRAIGHT,TRUE AND PLUMB RELATION TO CPT-1 ,r FLOOR FINISH 12 A-110.00 PROPOSED RCP - BASEMENT ASPH ASPHALT EF EACH FACE HEAT EXCHANGER OF OUTSIDE FACDE SPL SPECIAL ADJACENT MATERIALS. RIGID INSULATION AUX AUXILIARY EJ EXPANSION JOINT HVAC HEATING,VENTILATING OFF OFFICE so SQUARE ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN AVG AVERAGE EL ELEVATION $AIRCONDITIONING O/H OVERHEAD SSK SERVICE SINK 3. 'SIMILAR`OR'SIM."INDICATES COMPLETE SYSTEM AND ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING 13 A-111.00 PROPOSED RCP - FIRST FLOOR AWG AMERICAN WIRE GAUGE ELEC ELECTRIC(AL) HWH HOT WATER HEATER OHG OVERHANG SS STAINLESS STEEL COMPONENTS COMPARABLE FOR THE CONDITION NOTED. FIREPROOFING INTERIOR ELEVATION L ANGLE ELEV ELEVATOR HW HOTWATER OWSJ OPEN-WEB STEEL JOIST STA STATION Al GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT 14 A-112.00 PROPOSED RCP - SECOND FLOOR AN AUDIO-VISUAL EMER EMERGENCY HYD HYDRANT OPG OPENING STC SOUND TRANSMISSION 4. 'PROVIDE'INDICATES TO FURNISH AND INSTALL. ® GLAZING T REPRODUCE R CONSTRUCT IT,IN WHOLE OR PART, AUTO AUTOMATIC ENC ENCLOSE,ENCLOSURE OPH OPPOSITE HAND COEFFICIENT WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ENG ENGINEER I OPP OPPOSITE STD STANDARD 5. 'REFINISH'INDICATES EXISTING SURFACES TO MATCH LATH AND PLASTER A4 A411 A2 METROPOLITAN BUILDING CONSULTING GROUP,PC. 15 A-200.00 EXTERIOR ELEVATIONS B ENT ENTRANCE OPS OPPOSITE SURFACE STL STEEL ADJACENT FINISHES, FOR CONTINUOUS SURFACES,REFINISH EOC EVERY OTHER COURSE ID INSIDE DIAMETER ORIG ORIGINAL STN STAIN(ED) TO NEAREST INTERSECTION;FOR ASSEMBLY,REFINISH ENTIRE 16 A-201.00 EXTERIOR ELEVATIONS BCU BLOWER COIL UNIT EP ELECTRICAL IN INCH(') STOR STORAGE UNIT, ® WOODFLOORING/WOOD ` BCJ BRICK CONTROL JOINT PANELBOARD SO BOARD EO EQUAL INCIN INCINERATOR p STIR STRCTURAL M!Ll4rOL2K A3 LDRAWING SHEET NUMBER 17 A-300.00 BUILDING SECTIONS BF�I BRICKEXP"IONJOINT EQPT EQUIPMENT INCL INCLUDING GELDED, SUPTTR SUPERINTENDENT GENERAL DIMENSION NOTES: RESILIENT FLOOR `c DRAWING DETAIL NUMBER Project: PERF PERFORATE, BEN BELLOW ER EXISTING TO REMAIN INFO INFORMATION SURF SURFACE 18 A-301.00 BUILDING SECTIONS BVLD BEVELED EST ESTIMATE(D) INS INSULATE,INSULATED PERI PERIMETER D SUSP 5USPENDED 1. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF THE CARPET BUILDINGIWALL SECTION REFERENCE 4452 P e co n i c Bay BF BOARD FEET EW EACH WAY INV INVERT(ELEVATION) PERP PERPENDICULAR SW SWITCH STRUCTURAL GRID,FACE OF CONCRETE WALL,NOMINAL FACE 19 A-302.00 BUILDING SECTIONS BIT BITUMINOUS EWC ELECTRIC WATER IF IRON PINT IRON PIPE SIZE pFB PREFABRICATE, SY SQUARE YARD OF CMU WALL,FACE OF PARTITION SCHEDULED UNLESS `; '' ;' 'y TERRAZZO SECTION NUMBER BLDG BUILDING COOLER PREFABRICATED SYS SYSTEM OTHERWISE NOTED. BLK(G) BLOCKING EWF ELECTRIC WALL FAN i PFN PREFINISHED CERAMIC TILE-SECTION 20 A-303.00 BUILDING; SECTIONS BM BENCHMARK EXC EXCAVATE PG PLATE GLASS T 2. ALIGNMENT OF THE PARTITIONS AND FINISHES AS SCHEDULED _____ C4 4452 Great Peconic Bay Blvd, Laurel, NY 11948 B/ BOTTOM OF EXGIEXIST EXISTING JC JANITOR'S CLOSET PKG PARKING SHALL BE STRAIGHT,TRUE AND PLUMB.DIMENSIONAL LAYOUT A300 BOF BOTTOM OF FOOTING EXH EXHAUST JF JOINT FILLER Pt PLANTIPLANTER T TREAD SHALL BE COORDINATED IN THE FOLLOWING ORDER: METAL STUD-PLAN 21 A-400.00 WALL SECTIONS SOT BOTTOM EX EXPOSED JST JOIST PLAM PLASTIC LAMINATE TRM TOILET ROOM STRUCTURAL DRAWINGS,LARGE SCALE DRAWINGS,SMALL _ BPL BEARING PLATE EXP EXPANSION JNT' JOINT PLAIT PLASTER T$B TOP$BOTTOM SCALE DETAILS,ENLARGED PLANS AND DETAILS,FLOOR PLANS. WOOD STUD-PLAN SHEET DRAWN 22 A-401.00 WALL SECTIONS ERG BEARING FACT EXTERIOR PLF POUNDS PER LINEAR T$G TONGUE$GROOVE Project No.: BRK BRICK EXTD EXTRUDED K FOOT TAB TABULATE 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND NEW PARTITION/FIRE RATED PARTITION 23 A-402.00 WALL SECTIONS BRKT BRACKET PLS PLASTIC TC TERRA COTTA BUILDING CODE REQUIREMENTS SHALL BE IN ACCORDANCE DETAIL REFERENCE SYMBOL I R-02 SS BOTH SIDES F KIT KITCHEN PNL PANEL TEL TELEPHONE WITH ANSI/CABO 117.1 1997 AND THE BUILDING CODE OF NEW . -� BTU BRITISH THERMAL UNITS KO KNOCKOUT POL POLISHED TEMP TEMPORARY, YORK STATE. GYPSUM WALL BOARD I � 24 A-403.00 WALL SECTIONS BUR BUILT-UP ROOFING FA FIRE ALARM KPL KICK PLATE PR PAIR TEMPERATURE DETAIL NUMBER SW BOTH WAYS FAI FRESH AIR INTAKE PRF PREFORMED TF TRANSPARENT FINISH 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE ; I Seal/Signature: 25 A-500.00 TYPICAL EXTERIOR DETAILS C FFS Bb FACE L PSCJ PROJECTSSED THK THR THRESHOLD) STRUCTURAL SLAB,UNLESS OTHERWISE NOTED. ARCHITECTURAL SYMBOLS � � "�� Al 26 A-510.00 WINDOW SCHEDULE FBO FINISHED BY OTHERS L LENGTH CONCRETE TKSD TACK BOARD 5, VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR BAR SCALE "M C CENTER LINE FC FAN COIL LAB LABORATORY PSF POUNDS PER SQUARE TKS TACKSTRIP ELEVATION TO FACE OF FINISHED MATERIAL UNLESS NOTED 0 1 2 3 C/C CENTERTO CENTER FCU FAN COIL UNIT LADDER FOOT TOM TOP OF MASONRY ABOVE FLOOR-AFF" 27 A-511.00 WINDOW/'SKYLIGHT DETAILS CER CERAMIC FD FLOOR DRAIN AM LAMINATE,LAMINATED PSI POUNDSPERSQUARE TMBR TERMINATION BAR SHEET DRAWN CHBD CHALKBOARD FDR FOLDING DOOR INCH TOF TOP OF MASONRY 8. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION V1T LATITUDE SCALE: 28 A-512.00 DOOR SCHEDULE AND DETAILS CIR CIRCLE FE FIRE EXTINGUISHER LAV LAVATORY PT POINT,PLATE,PRESSURE TOJ TOP OF JOIST TO THE FACE OF THE SUSPENDED ACOUSTIC CEILING GRID OR CJ CONTROL JOINT FEC FIRE EXTINGUISHER TREATED TOL TOLERANCE FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES,UNLESS CARNET!CASEWORK TAG LBL LABEL DQORSYMBOL CK CAULK(ING) CABINET PTO PAINTED TOPO TOPOGRAPHIC OTHERWISE NOTED, W- WALL CABINET 29 A-600.00 INTERIOR; ENLARGED PLAN AND ELEVATIONS CLNG CEILING FECIB FIRE EXTINGUISHER LF LEFrHAND PTN PARTITION TOS TOP OF STEEL W BASECABINET rQe: 2TrCi (� ��CLH LEFT HANDCLO CLOSET CABINETW(BLANKET LIC LICENSE,LICENSED � PAVE,PAVED,PAVING TOW TOP OF WALL 7. DRAWINGS ARE DRAWN DIAGRAMMATICALLY ANb SCALED 00127 83Q- BASE CABINET DIVISIONS Y'30 A-601.00 INTERIOR ENLARGED PLAN AND ELEVATION CLR CLEAR(ANCE) FF FINISH FLOOR LIN LINEAR PVC POLYNINYL CHLORIDE TPD TOILET PAPER DIMENSIONS INDICATE REQUIRED SIZE,CLEARANCES AND BRAG•BASE RIGHT ANGLE CORNER OCLS CLOSURE FFE FINISH FLOOR ELEVATIONLINO LINOLEUM ITY BASE CABINET PVGP POLYVINYL CHLORIDE DISPENSER RELATIONSHIPS ARE INDICATED BY DIMENSIONS INDICATED. WINDOWSYMBOL BLAC-BASE LEFT ANGLE CORNER 0 31 A-602.00 BATHROOM ENLARGED PLAN AND ELEVATION CMP CORRUGATED METAL FGL FIBERGLASS P►PE TPTN TOILET PARTITION ' / /� /�PIPE FHMS FLATHEAD MACHINE LIQ LIQUID PVMT PAVEMENT TR TRANSOM 8. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY OBSBI -BASE SNK CABINET ro y M�CiI (i yl �.4 CMU CONCRETE MASSONRY SCREW LKR LOCKER pWD PLYWOOD ARCHITECT OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN 1 CABINET RHEIGHTAWER OR DRAWER CITY, i�ar 32 A-603.00 BATHROOM ENLARGED PLAN AND ELEVATION LL LIVE LOAD D3-4DRAWER UNIT FIG FIGURE U EXISTING CONDITIONS AND/OR ARCHITECTURAL DRAWINGS AND D4-4 DRAWER LLH LONG LEG HORIZONTAL THE STRUCTURAL DRAWINGS. FINISH TAG D5-5 DRAWER CO CLEANOUT,COMPANY FIN FINISH(ED) LLV LONG LEG VERTICAL Q 33 A-604.00 BATHROOM ENLARGED PLAN AND ELEVATION COL COLUMN FLCO FLOOR CLEAN OUT LMS LIMESTONE UIG UNDERGROUND CPT-01 CABINET WIDTH - "�✓ COMB COMBINATION FLEX FLEXIBLE LONG LONGITUDINAL QT QUARRY TILE UC UNDERCUT �� (r COM COMMUNICATION(S) FLG FLASHING LP LIGHT PANEL QTR QUARTER UH UNIT HEATER 3�7r��1 34 A-605.00 ENLARGED STAIR PLAN AND ELEVATION Comm COMMISSION FLUOR FLUORESCENT LPT LOW POINT QTY QUANTITY UNF UNFINISHED KEY NOTES TAG A/,) ,AI/ /,12 " COMP COMPRESSED)(ION) FLR FLOOR,FLOORING LRG LARGE UNO UNLESS NOTED WELDNG SYk 30L 11&?) �/`�'/ /4/( � F O p� (IBLE) FNDN FOUNDATION LT LIGHT R OTHERWISE A0-OD I`' CONC CONCRETE FO FRAMED OPENING UNP UNPAINTED LENGTH$SPACING CON CONNECTOR( FOC FACE OF CONCRETE LTL LINTEL UR URINAL /" LVR LOUVER R RISE,RISER APPLIANCE TALI WELD THROAT SIZE CONNECTION FOF FACE OF FINISH UV UNIT VENTILATOR , �� J CONST CONSTRUCTION FOM FACE OF MASSONRY RC REINFORCED CONCRETE CJ CONSTRUCTION JOINT FPL FLOOR PLATE M RS REINFORCING STEEL 114 /T7 OTE (� j/ CONT CONTINUOUS, FOS FACE OF STUDS RA RETURNED AIR V CONTINUE(D) FR FRAME,FRAMED, MAINT MAINTENANCE RAD RETURN AIR RADIUS WBELOW LINE:ARROW ELD TYPE CONTR CONTRACTOR FRAMING MAS MASONRY RBR RUBBER V VOLT FLOORING MATERIAL TRANSITION ABOVE LINE OPP SIDE SIDE CONTRACT(OR) VAL VALIDATION MAIL MATERIAL RBT RABBET � WELD ALL AROUND CORRD COORDINATE FP FIREPROOF MAX MAXIMUM RCP REINFORCED CONCRETE VYNIL BASE CORR CORRUGATED FRT FIRE-RETARDANT MBE 1000 BOARD FEET PIPE VCP VITRIFIED CLAY PIPE CP CLAY PIPE FT FOOT(') MOR MEMBER RD ROOF DRAIN VCT VINYL COMPOSITIONTILE NORTH ARROW Date: Scale: CPG COPING FTNG FOOTING REVISION SYMBOL _ CPR COPPER FUR FURRED,FURRING MC MECHANICAL REF REFERENCE VENT VENTILATOR ly AS NOTED C CPT CARPET(ED) FURN FURNITURE MDF MEDIUM CONTRACTOR(OR) REF REG REFRIGERATOR(ED) PGaIMR TOR(ED) VERT VEST VESTIBULE A (/j�� REVISION NO. CCR RS COLD OLLLED FIX FIXTURE VJ FIBERBOARD REINF REINFORCE, VF VINYL FABRIC M 0 /-- Drawing Title: ( MECH MECHANIC, REINFORCED(ING) VIF VERIFY IN FIELD BENCHMARK OR FLOOR ELEVATION � E � U E COVER SHEET CotCSMT CASEMENT REQ REQUIRED VIN VINYL g � CS COUNTERSINK MED MEDIUUMMECHANICAL RES RESILIENT VJ VJOINT(ED) FF t�), 6 CST CERAMIC TILE - CTR COUNTER ST STONE G GAS MFD MANUFACTURED REV RETURN VOL VOLUME GA GAUGE MFG MANUFACTURING REV REVISION(Sj,REVISED 7WC VINYL WALL COVER f CTSK COUNTERSUNK SCREW GALV GALVANIZED MFR MANUFACTURER RFG ROOFING DIMENSION POINT REVISION CLOUD MAY 3 0 2024 � CU CUBIC GB GRAB BAR MGR MANAGER RFH ROOF HATCH W DP v GC GENERAL CONTRACT(OR)MH MANHOLE RFL REFLECT(ED),(IV),(OR) CULV CULVERT GCMU GLAZED CONCRETE MIN MINIMUM N CV CHECK VALVE MIR MIRROR RIM RH RIGHT HAND ) W WIDENYIDTH O CW COLD WATER MASONRY UNIT MKBD MARKER BOARD RL RAILENG)ATION WB WOOD BASE Drawing O.: GD GRADE,GRADINGW1 WITH NOTE:INDICATES FINISHES SHALL ALIGN , N GFGI GOVERNMENT MLD MOLDING, RM ROOM WC WATER CLOSET -ICr�a.1®f Sou,t old 4F GRADE,GR DIN ( r,1€',_!1 16'!I' v,r",Me-1'i CWS COLD WATER SUPPLY LIG CY CUBIC YARD N FURNISHED MMB MEMBRANE RMv REMOVE WCO WALL CLEAN OUT N GOVERNMENT INSTALLED MO MASONRY OPENING RO ROUGH OPENING WD WOOD 1-C MOD MODULAR ROW RIGHT OF WAY WF WIRE(D)GLASS Ln CEILING MOUNTED COMBINATION IIIIIIIIIIIIIIII SMOKE/CARBON MONOXIDE DETECTOR SC �..�.' NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 02/13/2024 SH TOWN DOB FILING 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 5/7/2024 DEMO CLARIFICATIONS 2 5/23/2024 REVISION 1 3 4 5 6 7 8 9 10 PLUMBING NOTES 11 MASTER BATHROOM 12 NOTE:AS PER THE PLUMBING CODE,ALL SHOWERHEADS,PRIVATE LAVATORY I THIS APPLICATION IS APPROVED ONLY FOR WORK FAUCENTS AND WATER-CLOSETS SHALL MEET THE SPECIFICATIONS INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL REQUIRED FOR THE WATER SENSE PROGRAM LABEL AND SHALL BEAR SUCH 3/4" LABEL,OR SHALL BE APPROVED IN ACCORDANCE WITH THIS CODE. — — �— OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 1"HW r 3/4' 1/2" vrl — — — v2"Ir v2"Ir — — TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ALL HOT AND COLD WATER LINES TO BE INSULATED AFTER INSPECTION I NEW I I NEW I I NEW I I I I NCE WITH APPLICARLF CODES NO PLUMBING WORK SHALL TAKE PLACE BEYOND THE SCOPE OF WORK 1"CW WC 1/2" LAV 1/2" LAV 1/21' NEW 1l2" N OUTLINED IN THE PLANS. I �� W SHOWER MAXIMUM FLOW RATE OR QUANTITIY TUB LAVATORY,PRIVATE-1.5 GPM AT 60 PSI HAND-HELD SHOWER HEAD-2.0 GPM AT 80 PSI SINK FAUCET-2.2 GPM AT 60 PSI SECOND FLOOR WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE OR EQUIVALENT DUAL FLUSH Designer: INSTALL A SPRINKLER SHUT-OFF VALVE INSIDE THE HOUSE Fr)R FUTURE I I S AA C RA E SEPARATE USE WITH EXISTING WELL WATER, 1 GROUND FLOOR WIC GROUND FLOOR V!': GROUND FLOOR W/C PROPOSED POWDER ROOM PROPOSED KITCHEN PROPOSED LAUNDRY RM. 430 Main Street Greenport, NY 11934 GROUND FLOOR I T. 347-276-6093 E. clay@isaac-rae.com I W HERS 3/4" DISHWASHER DISHWASHER 1„CW I r — — — '__1 — — — T 1"HW �I 1l2' — — 3/4 1/2" — 1/2" — — — —1!2" — 1/2" — — r 1/2"' — — — — 1 2"~ — 1 2 1/2" — — 1/2 112" — — — — —1/2" SINK 1/ 1/2" — — — — — — —II — — — — — — — — — — Applicant of Record: , NEW I NEW 1 1 NEW I NEW I I I I NEW I ,I NEW I 1, NEW I NEW 1 1 I I WFISHER WC I LAV LAV WC WC 1/2" . 1 � NEW L�. L- I 1/2'NEW NEW WC 1� LAV ,,.. LAV , SHOWER L_ SHOWER SHOWER 1 'LI I 1z GROUNDFLOOR II �I ,.� HOT AND COLD WATER RISER n WZ11 AND COLD WATER RISER DIAGRAM = 1'-0" ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING t, GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, WITHOUT THE EXPLICIT WRITTEN PERMISSION OF f• PROPOSED VENT STACK METROPOLITAN BUILDING CONSULTING GROUP,PC. I I MASTER BATHROOM Project: - - - - - - - - - - - - - r - 7 - - - - d" ZI' 4452 Peconic Bay I I I I I I I WC I LAV I LAV 1/21 1 1 SHOWER 4452 Great Peconic Bay Blvd, Laurel, NY 11948 17 I I I 1 1/2" 11 1/2" EZ] I I I I I Project No.: SECOND FLOOR 4 WAS FP I I R-02 I I 4" Seal/Signature: I GROUND FLOOR WIC GROUND FLOOBR W/C GROUND FLOOR WIC PROPOSED POWDER ROOM PROPOSED KITCHEN PROPOSED LAUNDRY RM. - - - -i- - - - - - 7 - - - - - -I- - - - - - - - - - - - - - 7 - - - - - - - - - - - - - r - - - - - - - - - -i- - - - - - - - r - - - - - - - - - - - - - F - - - - - - - - - - - - - - - - - I- GROUND FLOOR - - - - d" 11/2" I 4" 11/2" 11/2" 4" 11/2" 11/2" 4" 11/2" 11/2" 4" 11/2" 11/2" WTHERS I I 1 1 I I I SINK I SINK II 1 4" I I I I I i I NEW I NEW 1 DISHWASHER DISHWASHER WFISHER tJ 1 d WC LAV 1 VNC LAV WC �'J LAV LAV I SHOVER SHOWER 1 TUBI I i M I WC I 1 11 1/2" 11 1/2" 1 1 1/2" I I I I GROUND FLOOR - - - I I',.*— PROPOSED CLEAN OUT OF I PROPOSED SANITARY WASTE LINE TO SUFFOLK COUNTY r� APPROVED SEPTIC SYSTEM. REVISED SANITARY RISER DIAGRAM Date: Scale: 05/23/2024 1/2" = 1'-0" AS NOTED 75 Drawing Title: 00 PLUMBING RISER DIAGRAM d- N Drawing No.: 0 N N N - L NOTES DRAWING ISSUE NO. DATE ISSUED FOR GENERAL NOTES : 1 NAILING SCHEDULE 2020 NYS RBC 8� 2018 IBC PLAN CONTENTS: 2020 NYS RBC & 2020 SUPPLIMENTAL 2 DESIGN CRITERIA 2020 NYS RBC & 2018 IBC 3 CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R SEE OCCUPANT LOAD CALCULATIONS ON A101.00 AND A102.00 4 1). RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE SINGLE FAMILY RESIDENTIAL DWELLING 5 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION CITY. SPACING NOTES BUILDING HEIGHT 28' -0" 6 WORK AND CONSTRUCTION MEET THE REQUIREMENTS OF THE 2020 When a collar tie is used in leu of a ridge strap, the number of 1 Od common nails required RAFTER TO W WALL: 3-8d COMMON EACH 7 NEW YORK RESIDENTIAL BUILDING (CODE AND 2018 INTERNATIONAL in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 10' WALL: 4-8d (COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION SEE PLANS 8 9 BUILDING CODE. CEILING JOIST 8'WALL: 3-8d COMMON EACH 10 L TO TOP PLATE 10 2. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS DO 2 RAFTER-TO-WALL ASSEMBLY: 10' WALL: 4-8d (COMMON JOIST TOE-NAIL ( Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in DESIGN CRITERIA 2020 NYS RBC + 2020 SUPPLIMENTAL BUILDING CODE 11 NOT SCALE DRAWINGS). accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters CEILING JOIST TO AS PER TABILE 3.7 EACH FACE 12 3. REFER TO THE WINDOW AND DOOR( SCHEDULE FOR EXTERIOR or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM -SeC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OPENINGS. the to the well stud with uplift connections. Roofs overhanging the rake side of the building CEILING JOIST LAPS AS PER TABILE 3.7 EACH FACE DRAWING REVISIONS 4. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING PLANS shall be connected with uplift connections in accordance with table 3.3c. OVER PARTITION WFCM -sec LAP NAIL NO. DATE REVISION 5. REFER ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS 3 WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABILE 3.4 EACH FACE 1 INCLUDING SLAB AND FINISH FLOOR ELEVATIONS ) DESIGN LOAD CALCULATIONS 2 Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER wFCM -GIs c END NAIL DECK 40 6. 130 MPH WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT accordance with table 3.3b. When wall studs above do not fall in line with studs below, the BLOCKING EACH TOE (LIVE LOADS PSF) 3 DURING CONSTRUCTION. studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER 2 - 8d COMMON END NAIL 2020 INTERNATIONAL ROOF (GROUND SNOW LOAD) ASCE FIG. 7-1 20 4 accordance with table 3.3. RIM BOARD EACH END BUILDING CODE/ ROOF ( )LIVE LOAD ASCE FIG. 7-1 20 5 FOUNDATION NOTES.: TO RAFTER 2 - 16d COMMON END NAIL STAIRS 40 6 4). WALL ASSEMBLY TO FOUNDATION: GAURDRAILS (ANY DIRECTION) 200 7 1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 8 connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: ELEVATIONS, DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS NAIIL NAIL 9 OF FINISHED FLOORS ABOVE GRADE. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION QT'Y. SPACING NOTES (DESIGNED FOR CAT.C) 10 2. GENERAL CONTRACTOR TO RETAIN SURVEYOR TO SET OR VERIFY the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the EXPOSURE CATAGORY 11 DATUMS AND FINISHED FLOOR ELEVATIONS bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO 2 - 16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION 12 3. DRAINAGE AS REQUIRED BY HALL (MEET THE REQUIREMENTS OF THE spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE FOOT SEE NOTE: 1 ROOF - FOUNDATION DETAIL PAGE_& GENERAL NOTE PAGE 2020 INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE THIS APPLICATION A APPROVEDAPPLICATION SPECIFICATION FOR WORK 4 - 16d COMMON INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL DEPARTMENT OF STATE 2020 NEW YORK RESIDENTIAL BUILDING CODE INTERSECTIONS EA. SIDE NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR AND 2018 INTERNATIONAL BUILDING CODE STUD TO 24•• FACE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN T . . 4. ALL FOOTINGS MUST REST ON APPROPRIATE BEARING MATERIAL SEE TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD 2 - 16d COMMON O.C. NAIL FIRE PROTECTION ym" Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior SMOKE & CO2 DETECTORS SEE FLOOR PLANS STRUCTURAL ENGINEERS DRAWINGS FOR ADDITIONAL DETAILS attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and HEADER TO 16d COMMON 16" O.C. FACE �CO/SM 5. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER ALONG EDGES NAIL TRUSS DESIGN N/A - STRUCTURE TO BE INSTALLED WITH #5 RE-BAR , MIN 18" LONG AT 12"O.C. edges and 10" o.c. in the field shall be in accordance with the length requirements specified TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS RESCHECK MIN EMBEDD TO BE 9" USE APPROVED EPDXY FOR ANCHORING in table 3.15a-b. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL - - 6. UNLESS OTHER WISE NOTED, ALL SLABS ON GRADE TO BE 4000P.S.I. BOTTOM PLATE TO: Designer: CONCRETE TO BE POURED AT MIN 4" THICK SAND OR GRAVEL FILL WITH 6 TYPE II EXTERIOR SHEARWALL CONNECTIONS: PER FACE NAIL CLIMATIC 8 GEOGRAPHIC DESIGN CRITERIA ) FLOOR JOIST, BAND JOIST 2 - 16d COMMONType If exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate Fool SEE NOTE: 1,2 GROUND WIND SEISMIC FROSTWINTERICESHIELD I SAAC - RA E 6X6 WIRE MESH REINFORCING. SLAB THICKNESS TO BE MIN 5" THICK. END JOIST OR BLOCKING FLOOD 7. ALL FILL TO BE COMPACTED TO 95% RELATIVE DENSITY AT 6" MAX LIFTS length ad��'�;rnlent factors in table 3.16. -- SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS �� FLOOR FRAMING: LOAD (MPH) CATEGORYDEPTH TEMP. REQUIRED 430 Min Street Gr ort, NY 11934 8. CRAWL SPACES TO BE PROVIDED WITH MIN. 24 X24 ACCESS OPENING. 7). INTEFiOR SHEARWALL CONNECTIONS: - -- -- a Green port, 9. UNCONDITIONED CRAWL SPACES 11-0 HAVE 8X16" CAST IRON NIAIL NAIL MODERATE SLIGHT TO Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when JOINT DESCRIPTION NOTES 20 LBS. 130 B SEVERE 3 FT. � 11 NONE - T. 347-276-6093 E. clay@isaac-rae.com FOUNDATION VENTS FOR EVERY 1,150 SQFT OF AREA interior s-rie QTY. SPACING TO HEAVE' MODERAT arwalls are used. Sheathing and connections shall be in accordance with �_ 10. DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS 3.5. 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE REQUIRED BY 2020 NEW YORK RESIDENTIAL BUILDING CODE AND 2018 SILL, TOP PLATE OR GIRDER 4 - st,�(COMMON JOIST NAIL INTERNATIONAL BUILDING CODE A 6 MIL POLYETHYLENE FILM SHALL BE 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: BRIDGING EACH TOE Applicant of Record: Header arid/or girder connections shall be attached with uplift connections in accordance 2 - 8d COMMON APPLIED TO THE BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO g p TO JOIST END NAIL BACKFILLING with table 3.5. Window sill plates shall be have steel connectors in accordance with table BLOCKING EACH TOE TO JOIST 2 - "J �Ct'PJI ".oN END NAIL FRAMING NOTES 9). CATHEEDRAL CEILING ASSEMBLY: EACH TOE BLOCKING TO BLO : ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ` Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d CC,e�9MON NAIL SPACING NAIL SPACING AT INTERMEDIA E 1. ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE anchored on to of the b slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE __ BLOCK NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES p beam or p along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP I EACH FACE 2020 NEW YORK RESIDENTIAL BUILDING CODE AND 2018 3 - 16a COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.G. d COMMON @ 6" O.C. SEE NOTES:,,3 INTERNATIONAL BUILDING CODE. attached with the above requirements. TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE INTERIOR ZONE 8d COMMON @ 6" 0.6. 8d COMMON @ 12" O.C. SEE NOTES:1 (BOTH FIELDS) 2. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, INSULATION TO BEAM 3 - 8d COMMON JOIST NAIL __ NOTE:2 FOR PANEL FIELD OR BETTER, UNLESS OTHERWISE (NOTED ON THE PLANS BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4" 0. 8d COMMON @ 4" O.C. SEE NOTES:1,3 3. INTERIOR METAL FRAMING SHALL BE 18 GAUGE OR BETTER UNLESS 1. INSULATION TO MEET OR EXCEED NYS ECCC 2020 ENERGY CODE 2020 IBC AND TO JOIST 3 - 16d COMMON JOIST NAIL - ' -- OTHER WISE NOTED ON THE PLANS AL CODE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. 4. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 INCHES O.C. UNLESS NOTED 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 5. UNLESS OTHERWISE NOTED , ALL BEARING WALL HEADERS TO BE (2) 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER ROOF SHEATHING: the 4 foot perimeter edge zone attachments required shall be used. 2X10 #2 + BTR. FULL FI LENGTH STUDS WALL HEADERS OF HAVE E JACK 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER JOINT DESCRIPTION NAIL NAIL 2 Tabulated 12 inch o.c. nails spacing assumes sheathin' attached to rafter/ truss framing members with G>0.49. STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. QTY. SPACING )• p g g g 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN LVL HEADERS TO HAVE (3) JACK STUDS AND (2) FULL LENGTH STUDS 7, SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. AS PER'fl'ABLE 3.8 For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. ARE THE PROPERTY OF ISAAC-RAELLC &COFFEY ON EACH SIDE OF OPENINGS. BEARING WALL WINDOW SILLS SHALL STRUCTURAL PANEL 8d WFCMI -SBC ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU ALSO HAVE (2) WINDOW SILL PLATES FOR 2X4 WALL OPENINGS 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR REQUIRED INSULATION AS FOLLOWS framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF BETWEEN 4'1 AND 6'0 AND 2X6 WAILL OPENINGS BETWEEN 511 AND 8'9. CEILING SHEATHING: ISAAC-RAELLC &COFFEY ARCHITECTURE P.C. PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. 6 CEILINGS : 4" SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inch. JOINT DESCRIPTION NAIL NAIL REQUIREMENTS FOR �30 6. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY WITH ROCKWOOL R23 5-1/2 for total of R49 SPACING WALL SHEATHING RE QUIR MPH WIND ZONE Piroject: GALVINIZED HANGERS AND ANCHORS WHERE APPLICABLE TO ALL 4 WALLS: 3" SPRAYED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. GYPSUM 7 O.C. EDGE NAIL SPACING NAIL SPACING AT INTERMEDIATE CONNECTING JOISTS. 5d COOLERS SHEATHING LOCATION NOTES 7. DOUBLE UP FLOOR JOISTS UNDER( WALLS THAT RUN PARALLEL TO THE WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 WALLBOARD 1(0'• O.0 . FIELD AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4452 Peco n is Bay FLOOR JOIST AND UNDER BATHTUIBS.FLOORS TO HAVE CERAMIC TILE FLOORS: 3 SPRAYED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER SEE NOTES: 1 3 ( BOTH FIELDS) INCH. WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 WALL SHEATHING: 4' EDGE ZONE 8d COMMON @ 6" 0. . 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 4452 Great Peconic Bay Blvd, Laurel, NY 11948 INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS 6 SLABS 3 NAIL NAIL EXPANED POLYSTYRENE INSULATION FOR R12 JOINT DESCRIPTION INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTED ON PLANS. QTY. SPACING 8. 7). PROVIDE 2 - 1-3/4" THICK MICROLAMS ( HEIGHT TO MATCH FLOOR PLUMBING NOTES STRUCTURAL 8d COMMON AS PER TABLE 3.9 NOTES Project No.: JOISTS) AROUND STAIRWELL AND//OR OTHER ACCESS OPENINGS 1. All water supply, drainage and venting to be installed as per 2020 NYS RBC & 2018 PANELS WFCM - SBC IIR-02 UNLESS OTHERWISE NOTED (TYPICAL). IBC/ and shall meet Suffolk Count Health Department requirements as stated on 7/16" OSB 3•• O.C. EDGE 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID y p q 6d coMMON Seal/Signature: septic permit PLYWOOD 6" O.C. FIELD requirements shall be used. BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. 2. Verify septic system with the Engineer for Suffolk County Health Department GYPSUM 7" O.C. EDGE members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be 5d COOLERS approval. WALLBOARD 10' O.C . FIELD INSTALL DRAFT BLOCKING AS NEEDED. reduced to 6 inches o.c. 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related ' -�•.. 11. UNLESS OTHERWISE NOTED, ALL ROOFS AND WALLS TO HAVE A work,provide adequate bracing and plates to protect and secure the structure. Verify FLOOR SHEATHING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for MINIMUM 1/2" THICK, 4-PLY FIR CDC( EXTERIOR SHEATHING GRADE NAIL NAIL common nails. RDA with the state code and manufactures recommendation for maximum hole size and JOINT DESCRIPTION '�� Cyr PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. spacing permitted QTY. SPACING 4). PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 10 0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 0�14 G 4 Y 12. UNLESS OTHERWISE NOTED USE 3/4" THICK T&G FITS FIR OR STRUCTURAL PANELS 6'• O.C. EDGE 5 USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. �' �' �n �'.,.► ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE 11" OR LESS 8d COMMON 12" O.C. FIELD ) AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED HVAC SYSTEM NOTES 6). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER 2020 IBC/ OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. NOTES: 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Tu�c� ninT�c nR� WWII v Tr) R� R1�M=RQ�n Tn I� nn�nlTlnnl�n Inl FIREBLOCKING NOTES 13. ALL BATHROOM WALLS TO HAVE 5/8" THICK MOISTURE-RESISTANT 1). Nailing requirements are based on wall sheathing nailed 6" on-center at SHEETROCK. requirements. �, 3976't y0 AS REQUIRED BY CURRENT 2020 IBC- FIREBLOCKING REQUIRED 14. 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8 TYPE X 2). HVAC subcontractor is to fully coordinate all system data and requirements with the the panel edge. If wall sheathing is nailed 3 on-center at the panel edge to FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL)AND TO SHEET ROCK AND TO MEET ANSI/UL 263 AND UL DESIGN N0. U419 equipment supplier. obtain higher shear capacities, nailing requirements for structural members FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. shall be doubled, or alternate connectors, such as shear plates, shall be FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS 15. 2 HR FIRE RATED ASSEMBLYS TO HAVE TWO LAYERS OF 5/8" TYPE X 3). HVAC subcontractor to provide final system layout drawing / shop drawings and submit it to used to maintain load path. 1�. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. SHEET ROCK AND TO MEET ANSI/UL 263 AND UL DESIGN NO. U419 the General Contractor and Owner for final review and approval. CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR 11i. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER ELECTRICAL NOTES: 2). When wall sheathing is continuous over connected members,the tabulated BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. SHIELD, HENRY BLUE SKIN OR APPROVED EQUAL. number of nails shall be permitted to be reduced tot - 16d nail per foot 2). AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP Date: Scale: 17. ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS 1). All electrical to be installed as per 2020 NYS RBC & 2018 IBC/ CEILINGS AND COVE CEILINGS. AS NOTED 18. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE 2). All electrical work shall be approved by a qualified Underwriter. 3). IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER Drawing Title: n- t PRESSURE TREATED. SILL PLATES; TO BE INSTALLED WITH FOAM SILL 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. GENERAL NOTES 4). AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE OF FLAME AND CD GASKETS AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. by current PRODUCTS OF COMBUSTION. oo N.Y.S. Residential Construction Code. 5). RECOMMENDED FIRE BLOCKING PRODUCTS BOSS 814 OR APPROVED EQUAL TO MEET ASTM E-814(UL 1479) 0 r Drawing No.: N N 1 GENERAL NOTES( N N 1/4" = 1'-0" .r NOTES Q" I DRAWING ISSUE V \ NO. DATE ISSUED FOR I i 02/13/2024 SH TOWN DOB FILING I ' I + I 2 IT, - O 3 - - - v � 4 : -- -..... ...... .......... .:.. 5 8 _= _ �~� �FL: 9 N 10 = O, ` 11 12 DRAWING REVISIONS NO. DATE REVISION \ 1 5/7/2024 DEMO CLARIFICATIONS 2 5/23/2024 REVISION 1 ` + 3 \ + '\ 4 ' 5 6 ` 8 5 3D VIEW MAX BUILDING 9 HIEGHT \ +\ 10 48' Of' 11 I + 12 ROOF ` 46' - 4�® THIS APPLICATION IS APPROVED ONLY FOR WORK I I o I i INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN i I I CCORDAN 00 y I t 1 � ACD2ND FL. ' — — - — — ° I N \ Designer: TAX LOT 22.1 \ I SAAC - RAE GROUND_FL. -�E� 430 Main Street Greenport, NY 11934 13'-5" 26' - 2" 01 AVE AGE GRADE T. 347-276-6093 E. clay@isaac-rae.com _ 23' - 0" � o„E Sri ki = uT !� — BASEMENT `` Applicant of Record: 17' - 1 1/16" TAX LOT 22.2 ' 4 SKY PLANE DIAGRAM STORM WATER DRAINAGE SYSTEMS CALCS. 1/8 - 1 -0 \ I I , ROOF AREA KEY COMMENTS \ + \ , 1506 SQFT X.17=256 CUBIC FEET REVIISED 256 CUBIC FEET/42.2= 6 OR 8'OF VERTICAL 8' DIAMETER DRYWELL PROPOSED 05/23/2024 D1 (2) 8' DIAMETER X 6' PROPOSED (2)8'DIAMETER X 6'DEEP DRYWELL DEEP DRYWELL PROPOSED 1 STOREY ROOF AREA 1000 SQFT X.17=170 CUBIC FEET PROPOSED L J 170 CUBIC FEET 142.2=4 OR 6'OF VERTICAL 8' DIAMETER DRYWELL (2) 8' DIAMETER X 4- PROPOSED (2)8'DIAMETER X 4'DEEP DRYWELL D2 DEEP DRYWELL SC TM# 10 0 0 12 8-04-22. 22 .2 PROPOSED 2 STOREY ROOF AREA ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING INFORMATION ONLY \J PROPOSED HYDROACTION IA WASTE \ / i c3`\N GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT WATER TREATMENT CENTER ' I TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, n DRAI GE CA CULAT NS �/� I \ m WITHOUT THE EXPLICIT WRITTEN PERMISSION OF SITE PLAN FOR: 4452 Peconic May Blvd Laural, NY " 1/8" - 1'-011 I I ' \ PROPOSED GRAVEL METROPOLITAN BUILDING CONSULTING GROUP,PC. STM (1000-128-4-22.1 & 22.2) ZONED R40 1 \ �( � Q i 1 DRIVEWAY TO REPLACE SOUTHOLD TOWN , SUFFOLK CIOUNTY, NY SrrE PLAN BASED ON A SURVEY BY KEN WYOCHUK 10119122 PROPOSED 1 STORY ADDITION OUTSIDE A', a r \ EXISTING Project: OF EXISTING HOUSE FOOTPRINT �� \ 6 0^ LINE OF EXISTING INFORMATION ALLOWED EXISTING PROPOSED `� \ `� \ `� , _ - GARAGE 4452 Peconic Bay LOT AREA 45,296.23 SQFT `\ `� i' PROPOSED 2ND STORY ADDITION OUTSIDE — % ° \ LINE OF EXISTING --OF EXISTING HOUSE FOOTPRINT ►® OUTDOOR SHOWER 4452 Great Peconic Bay Blvd, Laurel, NY 11948 LOT DEPTH (FT) 559.55' LOT WIDTH (FT) 80.52' - + ` PROPOSED 2ND STORY ADDITION ABOVE LINE OF EXISTING Project NO.: LINE OF EXISTING HOUSE FOOT PRINT HOUSE IR-02 LOT ARE BUILDABLE (MINUS (BLUFF) 41,546.75 SQFT �, \, D2 \ EXISTING MIN. FRONT YARD (FT.) 50' 198.8' 198.8' \`` A59 `\ ` TO RAGE �\ i I \ I 2ND STORY ROOF OVERHANG Seal/Signature: Y13. 1 ' D1 ` REMAIN 2 \ �1 `` \ EXISTING SETBACK TO v MIN. SIDE YARD (FT.) 15 35 9.5 13.1 9.5 13.1 - Q -001.0 I REMAIN Im MIN. REAR YARD FT. 50' 50.8' 56' MIN. ACCESSORY SIDE YARD 10' 2.7' 38.2' 2.7' 38.2' + `+ I \ TOP OF BLUFF �� DARCy� �, `, I \ 1 \ EXISTING WOOD AND C2� r Y Cp MIN. ACCESSORY REAR YARD 10 3.3 3.3 , , , \ UNROOFED ENTRY STEPS �3 0 1 1 + + l DN �� VINYL BULK HEAD V �4 �+ ALLOWABLE COVERAGE 20% 8,309 SQFT EXISTING WOOD JETTY "' 4y 3,168 SQFT - ` 2 STOREY TOTAL EXISTING COVERAGE ' F.F. ELEv. � \ _ \ 3976� �4- 3'-1" 13 5 1000 SF EXISTING SET BACK TO REMAIN Z o: �\ �'F�� y`� TOTAL PROPOSED COVERAGE 796 SQFT 4 D2 1 g 5 \ w\� 1 �� `` 1 N\w FIRM ZONE X ALLOWABLE GROSS FLOOR AREA (GFA) 5,177 SQFT -001.0 D2 ` \ o EXISTING GROSS FLOOR AREA (GFA) 1971 SQFT ' �V _ 1 +` �\ � Date: Scale: EXISTING GFA GROUND FLOOIR 1971 SQFT 131 ` �, o AS NOTED FT EO EV. ` EXISTING REAR YARD SETBACK 0REY nj Drawing Title: 11 F CV) PROPOSED GFA GROUND FLOIOR 2,387 SQFT , 13.-4„ ` \ / � PROPOSED SITE PLAN + 1506 SF DN ` 20 SIDE YARD SETBACK CO PROPOSED GFA► 2ND FLOOR 997 SQFT � I ` D1 ``� TOTAL PROPOSED GFA 3,384 SQFT D1 1` _ ` EXISTING WOOD STEPS g N \ Drawing No.: _r \ OI + N 16 SIDE YARD SETBACK Lots up to 80,000 square feet of lot area:5,100 square feet plus 5%of the lot area In excess of 40,000 square feet up to a total of 7,100 square feet maximum. (V 1 ` (v ` \ EXISTING WOOD JETTY n ZONING SCHEDULE PROPOSED SITE PLAN - 1 01moo 3/8" = 1'-0" 1 : 180 39-0"� SITE PLAN 0 0 J 1 NOTES GENERAL NOTES: DRAWING ISSUE 1. DEMOLITION DRAWINGS ARE INTENDED TO SHOW CONDITIONS THAT ARE EXPECTED TO OCCUR. N0. DATE ISSUED FOR CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWN/ 02/13/2024 SH TOWN DOB FILING SPECIFIED AND ACTUAL CONDITIONS. 2. ALL DEMOLITION WORK SHALL BE PERFORMIED IN ACCORDANCE WITH ANSI A10.6"SAFETY REQUIREMENTS FOR 2 DEMOLITION" (PUBLISHED BY THE AMERICANI NATIONAL STANDARDS INSTITUTE)AND ALL OTHER APPLICABLE CODES 3 AND REGULATIONS, IN ADDITION TO THE SPECIFICATIONS IN THE CONTRACT DOCUMENTS. 4 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND SHALL PAY ALL FEES REQUIRED FOR ENCROACHMENT, GRADING, DEMOLITION AND LEGAL DISPOSAL OF MATERIALS AS REQUIRED BY 5 PRIVATE, LOCAL AND STATE JURISDICTIONS- 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY SITE INSPECTIONS TO CONFIRM THE EXTENT AND 7 CONFORMANCE OF THE DEMOLITION WORK'WITH THE CONTRACT DOCUMENTS. 8 5. CONTRACTOR MUST MAINTAIN A CLEAN, SAFE PROJECT SITE AT ALL TIMES. - . .. ;: ,:-r.-..��!.-.1..�.I,,.�,,.I,1'�,1�:.I,�-`.1.,:,..�-,1,.,�.�:-.�-*,-.:�*,:-,:.I.,..��,�-I�'��mI:�.--....z1I,."-,,�,I,�*�"�-.:��,.:%q.'.,,e/-�'-:,,,1'..,,.,-.,-II:':..�.-��1.��.-.-�.,��.-�..:p�.�I.:,-'.,IL`I,��..:.-,,-..�.,I�.,....,,":I,�.�.��*..�;.�.,'Z��..��-:,�..I,I:',,i��.�..I r".�-,'�:',.*I:-_��-I-:I:.'.'�.-.1,-:.,-..,.,�1I�..."�.:-'.,:.:.�::��.-�'�*�1.,,,�-:I Z:...�,:I.1'1,I-I:.".-:-.��..�.�.-�,,,,,I�:�.,p�,I.,I:,,;,..�;�.p�'1,-�1:.�-I",.:,,'��I,,,:i.1:..�:,,.��I�I,,:.��,—,:I.-;*..:I,.;,:1,r�,-..,"---,.�P,-�..--,;:.�.,.'..11 1�...:,,-",��,I.��I-I�_.I,"�,�;�':.�.�-I�.1..-...-.L.��.1,1,_.....:i.%::�"'*.:.,_:�::11I 1:I..-.I,,;iI1,��.�.,III,,"-�-I *,,I-.:I-'-:*.:�I�::."1�-,I.-,:.�.,�I:.,1.1_,-1��l..�I'.:..�;:_I-.�*'..�,,..-,*�.1-.,.:.....r�.:."-.::..1-��--�--I;",Z,�..',%,I-,,.m,..",,..,,:.,�",�:-,1-�r:%-.:..-I..�,I"�.'7�--.-..,��I::..'..:...7--.:-,.,.I.,�.1-1.-.�,-1--L1'.�..�...�.1...L:1.�:.1I.:-,-,,'--��1..1-�,�,.'�-*....I....:1I...�I.�.,�,'1-L...*I."'.I.��4I,I:,..... =1— -- - - /1.......-1-.�I-....-..-.1-..��I.1......�.,11.....rII1�......�...........I.:v.-..��..I..I.--...�-....�...-....-.......�...........-.��..�...�-......-..-..-.--,....-.I-.....-.�.--�..--1--7/-�--.....-...--.--.---7...iII:-.-..1.��i:.::..�.i.t.i.i.i:I.ii4.:.IiiI:7;:I:Iii1.�...i:ii:..:�:....t::::1:I:ii.iii:i.i.i::.i.iI�.:.:.-..1-...—......---....---..-.-.�...--�...-..�..�----......-.-..........--.-..i--7 7.-.ii.::..i.i...i.-:..tIi4iiii.:Iiq�ii.:i.�::i.4::i.-...:zzi.Ii::.:::t..:::�-:.i.i�i.ii....Ii2z.I.:t:. -1-.I.....".-....-I....I..�-..-�.-..-..--.....-........'..��....i:.-i�I---T;:::I1iIi.1iiiii.-:ii...:-:I:.:ii.ii1i.i:.i1i:..,::�.1 I.I:iit�:I:.iii.ii..:I i\.�,.,�...\.-I.-II,III,.I.,I.0 IPI....�t:�:',--l.�I.�...\.-.-.I I�iii.-I I�::.— I.,/\..-�,I...�.�I.,.�.......I..�..�I..,�.\:ii.::i.ii.IIi:i.I"II:,:I/.\/.'.�-.�/I\I.:...I...1II�I.I.I I\�,.I0./"\..i�-..:.i:.�\.".��I,,>..\>K,1.I �.\.,/I\11,-. I."...,./..�'-.�,I..I.I..�,...�.�I..\.�....I�.,�....X-..,.�.-"...,�\..-.//<,.I�...�,.I..:iII.:i I:.1iiiI:::/-:I!tt�:�.\.I. ..I/,.\.1-�../.C�...�.:I.::::�:.�I....:..'..,I...)I..-�./1..I.-:I�.�.::.:�t.I..,.I..I,... III/-.\.X,.�,'...,.I..,II.�.>,�.-.I,...-.\....�..\...1.,.....�..I"I.I,.�--,/�......��i..-::.:..:.::�:.I..—/.".--.\-.I.::\.,:ii.:.=- ",�I,I9\/\<"�I1"-�.-,1!:�I:ItI.:.z.i�t.:,.:;:::::, ,..[I II1 I�-.I.:..�:.I:::� I"I,/..I1,I.,I��,I,-�\'..,,.,-x.\./,'\,-�,7,,1 Ii�.::::.4:i.12iii4ii� 6. DUST CONTROL SHALL BE IMPLEMENTED DUIRING DEMOLITION. - - - ........ _.... ..... ... ..... 7. REMOVE ALL WINDOWS AND DOORS. .... ..... ..... ... ........ . ... ...- ... .... .-.. . .. . .. .. .......... .I........ .. ..._. 8. REMOVE ALL EXTERIOR FINISHES. I;' - -.. - ----- - - -- ..... �.1/...iiiii.:iii:i.-�:ii.iz.r,...:t::t::.i4::.:I4:.— .. .. 10 : : /.//\//,,�\-,,..�I\X"1\,.�\.�.:..-I.ii.I:.ii�..:\ �.7 I-...,I%./...I-..�..�N,..��....�-J/I\-"\.-I�.1I\/1 1.....�.--.�,.-...1.-�../..!� ..�.4-�.�.-�.�-...�--..-..��1:I:::..!:�:..::.i.I:..,i.i... ........1./1...--......�.. 9. REMOVE ALL EXISTING PARTITIONS SHOWN IDASHED, INCLUDING ALL MECHANICAL, ELECTRICAL, A D U __- __ -___ - :. : ....-..... ...... _......... . . . . .. ......_. .................. : .......I.......I. .. ... ........... -- E IFIED. :r. 13'-8" L.. . .. FIXTURES THEREIN, UNLESS OTHERWISE SR C ........... . . , 10. CONTRACTOR IS RESPONSIBLE FOR THE DEIMOLITION OF SELECT CEILINGS, FURRING STRIPS AND FASTENERS DOWN TO -- - - " -' - - "-' - "' " / - DRAWING REVISIONS EXPOSED STRUCTURE. J - �PT IIDi DI CA IDS EIOSa 11. G.C. IS RESPONSIBLE FOR LOCATING/COORDINATING ALL EXISTING UTILITIES PRIOR TO EXCAVATION.ANY - . ,f- . . .. .... . .. .. _. ...... ........ OBSTRUCTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMPLETION OF THE WORK. .. ...... .... .... ... . J DATE REVISION / ! 5/7/2024 DEMO CLARIFICATIONS ,, . DINA E ALL DEMOLITION WITH STRUCTURAL DRAWINGS. PROVIDE TEMPORARY SHORING AS NEEDED. - 12. COOR T ..... : 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY SHORING FOR THE PARTIAL DEMOLITION OF J ! -- - i" - - - : �\. 2 ANY STRUCTURAL ELEMENT. SEE STRUCTURE. / < \' 3 \.,k \ , �` \/ 14. ALL PLUMBING FIXTURES TO BE REMOVED FOR RELOCATION/REUSE. . I . . .. ...... . . , • _ .. n DEMOLITION GENERAL NOTES \\ 6 - - . .. ..... \ f, /\` 7 _. : { 8 \ \\ . 9 ,: "' . EXISTING SLAB ' \\ / : ; --- - - -- TO MAI - ----- - . 10 . .... ... . ... .... . . .... . .. . . , , , \ . � RE N �� \ \ DEMOLITION LEGEND: >'' yX /''4/ 12 O G , '\ ; . PORTION OF EXISTING FO TIN \ - - - \ `\ /'\ /T` THIS APPLICATION IS APPROVED ONLY FOR WORK TO B 0 P. \l E REM �VED, TY EXISING EXTERIOR WALL TO REf1VIAIN 195 LINEAR FEET - / ' %xx - - INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ... ... . . , 0 R .. . , , :'' / j. OTHER MATTERS SHOWN ARE NOT TO BE RELIED UP N 0 - - - - � G 10" C M ' ` TO BE CONSIDERED AS EITHER BEING APPROVED OR IN - - - - J EXISTING EXTERIOR WALL TO BE 48.5 LINEAR FEET LL E O 3'- - - : PORTION OF EXISTIN .0 / .. ... .... ...- ... B VE P. ..... REMOVE , , ....... ..I.- . WA TO REM D, TY v ' . \ , ` : - - _. _ - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -26 2 - - - - _ _ _ - - - - - _ _ _ _ _ _ _ _ _ , " EXISING SLAB TO REMAIN 1,456 SQFT ................ ....... .. - - - ........ . ... .............. _... ......... .... . ... . ....... . f ; � � - - - -•- - - - - - - -'- - - - - - - - - - - - - - - - - - - - - - - - - ... . . ' D EXISING SLAB TO BE REMOVE 244 SQFT -` - - \ -- - - \-- - - - -\- - - 'y/ sign \ ` r v --•\ - \ i \\ er i r \ \ \ \ \ \ % \' ' �' __.__.. - \ I SAAC - RAE : I , , , \ , , , _ \ \ , �Y , \ \ , \ \\ \ \ \` : \�, , , h �`' \ \ / 430 0 4 f I \ \ \ -- , _ , i \ I \.EXISTING SLAB\\ ` \ ,`\ ✓/ \ \ ' T 347 276 6093E cl y@ aac rae com - - - i \ � ,� a is .......... DEMOLITION LEGEND - \ o I \ \ BE EMOVE \\ \ \.:'' \ \, \ \\ \ i / f _ t fR d . r \ i' `� ppican o ecor v' \ \ / 6, 8,: 7: 5, \ \ \ . . - - - . _ - \ \ \ I . , _ 1, i ! r , / >' ` . I ", TEMPORARY WALL O SUPPORT '\\ \ . j. \ / %\ \ \ \ + /. J N i' FLOOR JOIS ABOVE, TYP \ '' . . . \ , r . , .r , ` ..- — — I ., _ J \ : , J \, � , : i , l/ k \ .. ............. ....�W _ , _ / — — r.� �i— rr �rn7i i \ - - - - 1 _. /. \ , . , \ \ r f ,' r , I ` I i •d,' \ , \.1 EXISiTING\LALLY COLU N AND, / \ \ x 1 \� `. F00)TING TO REMAIN \ , I /�• !' / ' \ ! \ \ ! \' / i ��\ , . / , PORTION OF EXISTING 10"C.M.U. I ' /' , \ .\ \ \ ,; .__._........_........_XISTING SLAB _ � .'\ \ \_ ..... WALL TO BE REMOVED I E N \ ' ;.\ %, , .TO RE MAIN \\ \\ \ / XISiTI G STAIR TO BE REMOVE \ / f /, , \ \� \\\ .... _.......... .... , , PORTION OF SOIL TO BE REMOVED , , `. \ \ \.\ \. \Y: \\ ....... i \. \ , !' \ \ f /. \/ . �\ < n \ , !" r \ , \ \. \ i` ALL DE \ / \ \ \ / \ u' \, \ SIGNS AND OTHER DISCLOSURES SET FORTH HEREIN \ / . j\ /' / \ .' \/ / ,' , '' /\ \\ \ { ' E PROPERTY OF METROPOLITAN BUILDING CONSULTING\ / \ ` ARE TH \' \ \ \ / \; ✓ ` ' �: \ '\ \' GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT\r ! EXISTING SLLAB \ `: - X _. . i \" \: \• \ \ \;' /', '• \.' ..,...... TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, R , I / _ `�" TO EMAIIN 4' 3" \ ! ' \ , \ , \ /'"\ \ `\ ` THOUT THE EXPLICIT WRITTEN PERMISSION OF / WI P LITAN B I DIN� > METRO NSULTIN R .. 0 U L G CO .. _ .. `EXISTING C M U. , G G OU C , \ FOUNDATION WALL TO REMAIN TYP. ,� \ , I - , „ < f .. } :' _. - . . y _... Pr ct v �\ ` . / j .� >;. fix.' \`' \ \ ,\,- ``��,;� ,,' \i\ \ " , : . . . N / , , , i , ..... / >. , ,,, , , i;, _. ■ , .., , \ < r , , , i .. _.. , \/ 4452 Peconic B Y V :. \ , - \ , .. .. , . u' ' ... . -�......1....-../..-.I1...i...i:....�::I-.i.IIIt .I...../.-1-- e. . \ . . 4452 Great Peconlc Bay Blv La NY 11948 ' ur ,\ + 25' 2" ' . - - - - - , . - - - AIN ,\ � E TIOTR M S • LAB /' !" 1 / . • , . \ Pr ct No �"" \ \ \ / y� !' ©fie , :\ r _ _ \ IR-02 Seal/ ature. 0 0 >` / Sign EXISTING FOUNDATION TO \ \\ \ \/\ y ,' " - _ . \REMAIN \\' \ \ , \\ \(, \ "' i. x \353 SQFT .... ........1: \ `\ . ... .. . /I " \, , , ,.. , _ _ __ . . , O . c 1 �i f � Y . . . G C . . .,; . :. O . . . . :, „ ....... ... . ............ ..... ........ ..... .. ... . s . , „ , •,, ,Per . - EXI DE. , . •• ' - - ,. •`� . "" S G K FOOTING TO REMAI P t TN C I N TY .. :, , . : , ,. ..... ........ ........ .. . .......... ... .. . . .. ... ............. ... ....... ........ . ........ ...... .. •,. �. . EXISTING FOUNDATION TO':;:,:'•,, I. I % N� :_ .. _ -. . ;. REMAIN : 397�� O , . : .. I 1618 SQFT -r ': . . . _.. . . , ...... .. .. ... , , , ....... ....-.. .. ....... ... ....... -- .. .. ........ ...-- .. ...... . . . .. .......... .... .. . . , . . . ... .... . .- ... O O / , . . Date. ca e tZ :. : Drawl g itle: ..: ,` , .. . DEMOLISION PLAN - BASEMENT . . / . : 6 ... .... .. . ' . . OUTLI NE OF EXISTING ... . FOUNDATION N - Drawing No.: 0 Q N- REVISED `n DEMO DIAGRAM FOUNDATION 05/23/2024 n 1/8" = 1'-0" n DEMOLISI�ON PLAN - BASEMENT 1/4 - 1 0 e NOTES GENERAL NOTES: DRAWING ISSUE 1. DEMOLITION DRAWINGS ARE INTENDED TO SHOW CONDITIONS THAT ARE EXPECTED TO OCCUR. N0. DATE ISSUED FOR CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWN/ 02/13/2024 SH TOWN DOB FILING SPECIFIED AND ACTUAL CONDITIONS. 2. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ANSI A10.6"SAFETY REQUIREMENTS FOR 2 DEMOLITION" (PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE)AND ALL OTHER APPLICABLE CODES 3 AND REGULATIONS, IN ADDITION TO THE SPECIFICATIONS IN THE CONTRACT DOCUMENTS. 4 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND SHALL PAY ALL 5 FEES REQUIRED FOR ENCROACHMENT, GRADING, DEMOLITION AND LEGAL DISPOSAL OF MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY SITE INSPECTIONS TO CONFIRM THE EXTENT AND 7 CONFORMANCE OF THE DEMOLITION WORK WITH THE CONTRACT DOCUMENTS. 8 5. CONTRACTOR MUST MAINTAIN A CLEAN, SAFE PROJECT SITE AT ALL TIMES. 9 6. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. 7. REMOVE ALL WINDOWS AND DOORS. 8. REMOVE ALL EXTERIOR FINISHES. 0 9. REMOVE ALL EXISTING PARTITIONS SHOWN DASHED, INCLUDING ALL MECHANICAL, ELECTRICAL,AND PLUMBING / 11 12 FIXTURES THEREIN, UNLESS OTHERWISE SPECIFIED. 10. CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF SELECT CEILINGS, FURRING STRIPS AND FASTENERS DOWN TO / DRAWING REVISIONS EXPOSED STRUCTURE. / 11. G.C. IS RESPONSIBLE FOR LOCATING/COORDINATING ALL EXISTING UTILITIES PRIOR TO EXCAVATION.ANY 13' -6" N0. DATE REVISION OBSTRUCTIONS SHALL BE BROUGHT TO TIRE ATTENTION OF THE ARCHITECT PRIOR TO COMPLETION OF THE WORK. 1 5/ DEMO CLARIFICATIONS 12. COORDINATE ALL DEMOLITION WITH STRUCTURAL DRAWINGS. PROVIDE TEMPORARY SHORING AS NEEDED. / — — — — — — — — — — — — — 13, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY SHORING FOR THE PARTIAL DEMOLITION OF 2 5/23/2023/2024 REVISION 1 ANY STRUCTURAL ELEMENT. SEE STRUCTURE. / 14. ALL PLUMBING FIXTURES TO BE REMOVED FOR RELOCATION/REUSE. I / \ I 3 EXISTING INTERIOR WALL I 5 DEMOLITION GENERAL NOTES / /FINISH TO REMAIN, TYP I 6 REMOVE ALL EXISTING 8 / BATHROOM INTERIOR FINISHES xi g \ 10 / REMOVE PLUMBING FIXTURES AND SUPPLY LINES BACK TO ;-- " / I o SHUT OFF VALVE AT RISER, TYP. �, I 12 DEMOLITION LEGEND: / I >. \ \i\./ \ \� ` / \ I I THIS APPLICATION IS APPROVED ONLY FOR WORK REMOVE EXISTING VANITY AND/ i EXISTING WALLS TO REMAIN / - FAUCET TYP I j '- ,• � I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL , . EXISTING WALL TO REMAIN 285 LINEAR FEET /` - '' ` OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR i TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORnANCE WLIfiAPP f - - - EXISTING WALL TO BE REMOVE 56 LINEAR FEET L — — — — 5"� / I ,s - 14'-5" I i .o / y• ( 3' 10„ ' / INTERIOR FLOOR FINISH TO BE, REMOVED 1,557 SQFT �m`N / - EXISTING SUBFLOOR TO REMAIN — — — — — — — — — — � _— r _ - _ _ _ -_ _ _ - .,„ - Designer: EXISTING PORTION OF FLOOR IFINISH AND 63 SQFT FLOOR FRAMING TO BE REMOWED / y 11 \ I I SAAC - RA E : X\ \ I CONTRACTOR TO PROVIDE TEIMPORARY / I .� ; 430 Main Street Greenport NY 11934 f �: i y," \�J' \, k, FRAMING FOR EXISTING FLOOR JOIST x' I =•�_.«=.-�:-.---�..=-�:-- ' \ ,' ` \ EXISTING INTERIOR WALL ` / I FINISH TO REMAIN, TYP % T. 347-276-6093 E. clay@isaac-rae.com / I ;INTERIOR WALLS TO BE REMOVED' I I! AREA OF SUBFLOOR ! �' , -, " EXISTING WALLS TO REMAIN -AND ! / DEMOLITION LEGEND - FIRST FLOOR I. �' I ,! ` ' \ FRAM NG TO BE ` ( /\ \\\ ` \. ' I Applicant of Record: ` REMOVED . / � I I J\ / I ! \ � '`\ �'! I;�`;` 1,-,'� ,` ' `x/`,, f• `�, \ !`\,•"`' REMOVE EXISTING STAIR il, ` f 4 \\\ 01 Ii N N I \ � I x \ , , INV EXISTING MASONRY II % EXISTING STAIR TO' FIREPLACE TO BE REMOVED" x BASEMENT TO BE REMOVED \ \ \ �� — __—.� -� \\ 4 \ REMOVE ALL ill II —`— T J EXISTING BATHROOM � J •� '� REMOVE EXISTING REMOVE EXISTING DOOR(S) \ \' ;' ` - - - - - INTERIOR FINISHES& I yAND HARDWARE, TYP. \ \/\ PLUMBING FIXTURES WINDOW , EXISTING INTERIOR WALL\'` �� i, , � it I \ ( ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN _ ` \ FINISH TO REMAIN, TYP - I II LO ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, ' f IF I \ / `' ,' — / I WITHOUT THE EXPLICIT WRITTEN PERMISSION OF REF.::' \ " . \ METROPOLITAN BUILDING CONSULTING GROUP,PC. �< x INTERIOR WALLS TO BE. i �, — = ! ' x REMOVED \ / \.\/\ /, / r - 4'-6 k \ i Project: / I 4452 Peconic Bay EXISTING WALL TO `V ;' i , X . \•'' x EXISTING WALL TO AREA OF EXTERIOR WALL TO BE REMAIN. _ _i ! — `/ EXISTING INTERIOR WALL REMAIN. 4452 Great Peconic BayBlvd, Laurel, NY 11948 REMOVED I / '. , \ / 'x' _ _ _ _ _- _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ _ _ \ ' ;'FINISH TO REMAIN TYP . l \. . REMOVE EXISTING KITCHEN APPLIANCES, TYP. EXISTING WINDOWS& ,\ - Project No.: DOORS TO BE \ �\ \ \ f I T IR-02 ---------------------- I - - \( \ �`' \>i III REMOVED I ;\ �" \� \ LO I \ II ll A Seal/Signature: DW II \ I I' \ \ \. \/ \ Si n I I WALL TO REMAIN /\. \ \ I , I I , 1 I Ii I I • i is u , I 1 / f I i i o i I - I i 1 A III \ r� i �► \ REMOVE PLUMBING FIXTURES TYP. `\'' ✓ ` X C II a .1 I I \ ti+ EXISTING \ _ - _ - - — — — to I ' TO REMAIN I RAL HEADER rt li 13' 5" :EXISTING GROUND FLOOR EXISTING WINDOWS I yr ''SUBFLOOR AND FRAMING TO BE { _, EXISTING WINDOWS 't 4 REMOVED,.,% ; B REMOVED �. 397� �O DECKING AND STAIRS TO BE REMOVED _ 14' 9„ I . .EXISTING GROUND FLOOR I / OF NE EXISTING L TO `• SUBFLOOR & FRAMING TO. .'.,'.-._::' STING WALL REMAIN ;.,.-..REMAIN , EXTERIOR FINISH TO BE REMOVED / EXISTING EXTERIOR SHEATHING TO BE ALL DECK STRUCTURE, DECK JOIST, POST, I PRESERVED: CONTRACTOR TO INSPECT I �.-• �:'-: ': ..�::�'-: _..: .� : % __',- . ' : , . `'�;.' FOOTINGS, SHALL BE RETAINED: SHEATHING FOR STRUCTURAL INTEGRITY/ROT. / REMOVAL OF Date� CONTRACTOR TO INSPECT AND REPORT i REPORT TO ARCHITECT FOR / Scale' TO ARCHITECT PRIOR TO REMOVAL OR I EXISTING SHEATHING, TYP AS NOTED �,~\ REPLACEMENT MEOF DECK MBERS STRUCTURAL J Drawing Title: a / DEMOLISION PLAN - FIRST FLOOR LO Drawing No.: 0 N AREA OF EXTERIOR WALL TO REVISED L j REMAIN 05/23/2024 DEMO DIAGRAM GROUND (FLOOR DEMOLITION PLAN - FIRST FLOOR 7 7- NOTES GENERAL ROOF DEMOLITION NOTES: DRAWING ISSUE 1. DEMOLITION DRAWINGS ARE INTENDED TO SHOW CONDITIONS THAT ARE EXPECTED TO OCCUR. CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES r—----— —-;-. N0. DATE ISSUED FOR BETWEEN DRAWN/SPECIFIED AND ACTUAL CONDITIONS. I::: . - ':_ `' I 1 02/13/2024 SH TOWN DOB FILING 2. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ANSI A10.6"SAFETY I "::i "', :'' I 2 REQUIREMENTS FOR DEMOLITION" (PUBLISHED BY THE AMERICAN NATIONAL STANDARDS 3 INSTITUTE)AND ALL OTHER APPLICABLE CODES AND REGULATIONS, IN ADDITION TO THE SPECIFICATIONS IN THE CONTRACT DOCUMENTS. I '" I 4 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION I I 5 AND SHALL PAY ALL FEES REQUIRED FOR ENCROACHMENT, GRADING, DEMOLITION AND LEGAL EXISTING ROOF TO BE I :; .';'.`;; :, I 6 DISPOSAL OF MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. ENTIRELY REMOVED I <..'. ; ::::::; I 7 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY SITE INSPECTIONS TO I I 8 CONFIRM THE EXTENT AND CONFORMANCE OF THE DEMOLITION WORK WITH THE CONTRACT DOCUMENTS. 10 I .:..;.; ' ; '• :'; ' 5. CONTRACTOR MUST MAINTAIN A CLEANI, SAFE PROJECT SITE AT ALL TIMES. ——————————+ ____________ L 6. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. 7. REMOVE ALL EXISTING ROOF MEMBRNE. I I 11 8. REMOVE ALL PIPE BOOTS, FLASHINGS, AND SEALANTS AROUND SEALANTS AROUND EQUIPMENT. I I 12 9. REMOVE EXISTING DOWNSPOUT. I I 10. REMOVE EXISTING GUTTER AND ASSOCIATED DRIP EDGE. I I DRAWING REVISIONS / / I I / , 11. REMOVE EXISTING ROOF EQUIPMENT. / / N0. DATE REVISION 12. THE CONTRACTOR SHALL BE RESPONSIIBLE FOR PROVIDING TEMPORARY SHORING FOR THE I ' 1 5/7/2024 DEMO CLARIFICATIONS PARTIAL DEMOLITION OF ANY STRUCTURAL ELEMENT. SEE STRUCTURE. 2 5/23/2024 REVISION 1 13. SEE ROOF STRUCTURE FOR OLD AND NIEW FRAMING. I EXISTING CEILING I I �" /' ' : ( fir' '� , 3 —J FRAMING TO REMAIN I / r / 4 ROOF DEMOLITION GENERAL NOTES 6 EXISTING CEILING TO BE 7 •` I \REMOVED 8 x �' 9 DEMOLITION LEGEND: / 10 ''EXISTING I i` / i. .CEILING EXISING CEILING &JOIST TO BE REMOVED 628 SQFT ___ I \\% \ \ / \ / .,r ;✓ I / 11 y I..:: FRAMING TO /\ +' y' 12 REMAIN I X +/ ,' EXISTING CEILING JOIST TO (REMAIN 1,343 SQFT / THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL — — — — REMOVE ALL R \ / OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON 0 Ic: :........ . .... . .."`:.`..>:...;.;...„,.I---------------------- '., .. EXISTING ROOF \ . ` ;, � / - - - EXISTING ROOF TO BE REMOVE 1,971 SQFT I MEMBRNE, TYP TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I; i \ \ r I I,,' ✓ k r, CCORDANCE WITH APPI ICAO I I I REMOVE EXISTING GUTTER AND I I ASSOCIATED DRIP EDGE, TYP DEMOLITION LEGEND - ROOF I I I I — — — — — — — /' ' \ Designer: EXISTING ROOF TO BE I SAAC RA E ti r / ENTIRELY REMOVED \�J,r ' f 430 Main Street Greenport, NY 11934 \/ I T. 347-276-6093 E. clay@isaac-rae.com EXISTING ROOF FINISHES AND DEMO DIAGRAM ROOF \ �X, t \ / ." RAFTERS TO BE REMOVED. 3 PRESERVE EXISTING CEILING JOIST j ' Applicant of Record: ! EXIS7ING FIRE PLACE CHIMNEY TO BE REMOVED ✓ EXISTING CEILING JOIST AND ��. �' , /'' ' / ; CEILING TO REMAIN IN THIS LOCATION / + EXISTING EXTERIOR FINISH TO — — — — - - - - - - - - - - - - - - - - - ' \ �I III BE REMOVED L /X � I EXISTING INTERIOR FINISH TO REMAIN PRESERVE EXISTING 1/2 WHERE POSSIBLE, SEE DEMO PLAN SHEATHING - - - - - - - - - - - - - - - - - - - - - -�- /- - - - - - - - - - - - - - - - - - - - - - f - /j\ ` y 'Y j\ %y' / > ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING I' EXISTING CEILING JOIST AND GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT y ', TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, ! EXISTING WOODEN DECK /I / CEILING TO REMAIN IN THIS ,'I WITHOUT THE EXPLICIT WRITTEN PERMISSION OF FINISH TO BE REMOVED / \:" LOCATION i :i ' / . METROPOLITAN BUILDING CONSULTING GROUP,PC. INTERIOR FLOOR FINISH TO BE REMOVED I I l \ • � -.� '>�\ ' EXISTING SUBFLOOR TO REMAIN , I x ALL WOOD DECK FRAMING SHALL BE RETAINED: ' I\ �\ r\ F /\L r CONTRACTOR TO INSPECT AND REPORT TO ARCHITECT PRIOR TO , j- , - / Project: REMOVAL OR REPLACEMENT OF DECK STRUCTURAL MEMBERS. + GROUND FL. 4452 P®-- 26- 2 — - I , �\ •\ , ;�\� -'. /� , ,>\ ,' . � , � '\ + f econic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 — — — — — — �' \ /I K/ i I / I ` Project No.: EXISTING FLOOR FRAMING AND ALL BLOCKING TO REMAIN CONTRACTOR TO `^, /� I ' %X i \ I i`' \`\% I x' `• ' ' REPORT ANY VISABLE STRUCTURAL Seal/Signature: ISSUES WITH FLOOR JOIST OR BLOCKING. k ti X\ ' EXISTING ROOF EQUIPMENTS TO I /�\/,�/I `r: BE REMOVED, TYP I � i / -IIII I . \ 9.6 EXISTING C.M.U. / I / FOUNDATION WALL ____..____ — , TO REMAIN, TYP. 397 ". I EXISTING SLAB fi EXISTING DECK FOOTING / ALL DECK STRUCTURE, DECK JOIST, POST, r / F0F tv'� TO REMAIN --" -- — ---' —-I n °-- TO REMAIN, TYP / FOOTINGS, SHALL BE RETAINED: I/ —I CONTRACTOR TO INSPECT AND REPORT - - ' I - ;------ -- TO ARCHITECT PRIOR TO REMOVAL OR , E / REPLACEMENT OF DECK STRUCTURAL / ,! MEMBERS. Date: Scale: BASEMENT .... ........... . L; _..._.. AS NOTED 17 - 1-1/1—6 et I_...!�.' J Drawing Title: - -_:: == ! / DEMOLISION PLAN - ROOF r; c -71 LO � r ✓:.>L,'�'�..)r 1, (._ ,.LJ(. _ '' pc�" .L._ - - - - - - - - - - - - - � Drawl g o.: r . o I ... ....I I— Imo' -- / N N EXISTING WALL SECTION DEMO REVISED -► "' DIAGRAM n n DEMOLITION PLAN - ROOF 05/23/2024D � O 0 3/4" = 1'-0" 1/4" = 1'-0" NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 1 02/13/2024 SH TOWN DOB FILING 5' -8" 8'-T' 2.9 3 10'-1G" 8' -7" 5 6'-3„ 6 8, _3" 4' � 4'-3" 8 2 3 1 1'-7" 2 1 2 4 -302.0 -302.0 -303.0 -303.0 5 6 7 A-2-201.00 8 I=4 10 DRAWING REVISIONS A ~ .. ° _ .....:...:.. ...,...._-...b...!:.... °< .`_ _ ��f I DATE REVISION 5/7/2024 DEMO CLARIFICATIONS 2 5/23/2024 REVISION 1 5 1. INSULATION TO MEET OR EXCEED NYSi ECCC 2020 9 ENERGY CODE in f— _ I 10 � � p'- `, :•'::.:::..::: .: :. :•:::.`: :. -;:.:.' ,.,'.....:�, :.-:'.= '::. :.;`�:..,,,:,,.: _. .'•,:; :— EXISTING CRAWL SPACE _ — 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED I I— 11 — — 12 N ER S RATING I H i R RE D R4 O GREATER 3. VAULTED CEILINGS INSULATE TO 5 — THIS APPLICATION IS APPROVED 0 ONLY FOR WORK 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR . INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL �` � I I ;.` ';.: ';: :=: OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR GREATER L- .::',',• ;. .,:;,:,. ': ,:,.: ...., ;':...: ... .,.I...::::... ..: :',:.. ...:..:.:,. , . .. ,. � ., I —� — 5. FOUNDATION WALLS TO BE INSULATED TO R-10 OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN GREATER — — —� :;;,: "• ;.:.•..' ` : ,.:''.'.;: 6. FRAMED FLOORS TO BE INSULATED TO R-32 ORLl - - — — — — — — — — — GREATER — 7. SLABS ON GRADE TO BE INSULATED TO R-10 UNDER —I I j . : ,^ ��.-`-`a -.•, �... .• �.. «.. ... ... r.. . �rt. . ... .r.' ..•:. _ _ SLAB. / 1 — `, NEW CONCRETE SLAB Designer: RECOMENED INSULATION AS FOLLOWS I` _ a= I SAAC - RAE • VAULTED CEILINGS : 4" SPRAYED CLOSED CELL — CONTINUOUS INSULATION R6.5 per inch. WITH o I I I ii ii iii I f I I I 430 Main Street Greenport, NY 11934 ROCKWOOL R23 5-1/2"for total of R49 _Ed UI' - 16 T. 347-276-6093 E. clay@Isaac-rae.com • WALLS: 3" SPRAYED CLOSED CELL COMITINUOUSE INSULATION R6.5 PER INCH. WITH ROCIKWOOL R15 3-1/2'• PROPOSED 10" P.C. = = I a•a Ia II iii I' I I.'= — I CONCRETE WALL— " . --__�_- __v!n�! -FOR TOTAL OF R34.5 SEE STRUCTURAL— I, 1 I Ii i n ii 1i li • FLOORS: 3" SPRAYED CLOSED CELL CIONTINUOUSE — I —I — - 1 I I — , Applicant of Record: INSULATION R6.5 PER INCH. WITH ROCIKWOOL R15 3-1/2'• { -605.0 j ii u u li ii u — 1 _ FOR TOTAL OF R34.5 _ — • SLABS 3" EXPANED POLYSTYRENE INSUULATION FOR R12 QQ _ — 17'-1„ ADD ALTERNATE • INCREASING THE NEW BASEMENT FLOOR DEPTH BY 1 FT ih = A-200,0 2— _ -201.00 (ADD ALT) ,� �. ...- — — — — • WHITEBOX FULL BASEMENT, BE SURE EGRESS WINDOWI- - , EXISTING LALLY COLUMN 1 AND ELECTRICAL TO CODE (ADD ALT) —4 -0 I' SEE STRUCTURES I= I = • FRONT FACADE HALLWAY WINDOW (ADD ALT) — A)K_ -300.0 T_ • i �_ � I � —EXISTING CRAWL SPACE...._........_.__....._......._--------..._ � I NEW STEEL CONSTRUCTION NOTES: = I ll I SEE STRUC URE COLUMNaa- _ 1 KEY NOTE tt � ,• I R I F EGRESS WINDOW TO MEET 2020 NYS CODE — C-01 PROPOSED WALL I &(IRC 2018) R310.2.1 MINIMUM OPENING AREA r_ = ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN C-02 PROPOSED P.C. FOUNDATION WALL D — — — — — — — — — — — — — = ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING C-03 PROPOSED DOOR GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT REVISED ^ TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, C-04 PROPOSED WINDOW 05/23/2024 - rtrrt t 1-t L WITHOUT THE EXPLICIT WRITTEN PERMISSION OF C-05 PROPOSED FLOORING SEE FINISH SCHEDULE I I = METROPOLITAN BUILDING CONSULTING GROUP,PC. C-06 PROPOSED PLUMBING FIXTURE SEE SCHEDULE — '1 — Project: C-07 PROPOSED STONE WALKWAY . C-08 PROPOSED STAIR E — �— �U� — — — — _. �; �``� � �_ - - - ;= -�I --� 4452 Peconic Bay C-09 PROPOSED WOOD DECKINGI— _ 4452 Great Peconic Bay Blvd, Laurel, NY 11948 C-10 PROPOSED CABLE RAILING 36 TALLI — C-11 PROPOSED SKYLIGHT C-12 PROPOSED ROOF ADDITION Project No.: C-13 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS IR-02 C-14 ROOF DRAIN MIN TWO PER FLAT ROOF SPAN -300.0 = _ I7 _ _ _ _ _ _ _ _ 1 ! — II Seal/Signature: C-15 ROOF OVERHANG C-16 PROPOSED LOCATION OF PLUMBING VENT >�- C-17 PROPOSED LEAD COATED COOPE ROOF SCUPIPER RSD AID PROPOSED PLAN LEGEND: _ _ _ _ _ _ -1- — _ — I ___ I I —1 PROPOSED WALL q_200.00 EXISING WALL TO REMAIN NO PROPOSED SCOPE PROPOSED ADDITION -- n 1�=� 1. 1 � 1=� � � Date: Scale: OUTLINE OF EXISTING HOUSE _ _ _ _ —� _ _ _ = I — _ AS NOTED I f1.. L..�...,.. I Drawing Title: PROPOSED PLANS - BASEMENT EXISTING GFA SECOND FLOOR 0 SQFTI � PROPOSED GFA SECOND FLOOR 997 SQFT — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — - - I I II I IIIIII I I—III IIIIIIIIIIII I I —III III—III III I III III IIIIIIIII I I III—III III—III l i Drawing No.: All n Construction Notes n PROPOSED BASEMENTA� i 0 1/4" = 1'-0" � 1/4" = 1'-0" 0 NOTES $ DRAWING ISSUE S� V' - a�` u NO. DATE ISSUED FOR nC/ J„S 1 02/13/2024 SH TOWN DOB FILING S Q,V' 2 2.9 3 4 5 6 6.7 7 8 2 5'-8„ 8'-7 10 -101„ 8'-7' 6'-3" 8'-3" 4 -8' 4'_3° 3 v -302.0 I -30:2.0 -303.0 -303.0 5 7 A-2A 0�1.00 I 8 9 / / 1 LINE OF ROOF A OVE , 10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - �- - - - - - - - - -{ - - - - - - - - -I- � I ,' 12 6'-0" /^\ / 11 / (D\ DRAWING REVISIONS / - - - - - - - 1 - - ' NO. DATE REVISION 1 5/7/2024 DEMO CLARIFICATIONS 2 5/23/2024 REVISION 1 3 4 ' 1 ' 5 , I / 7 / O / 8 1. INSULATION TO MEET OR EXCEED NYS ECCC 2020 -301.0 0 ��' LINE OF ROOF ABOVE ►r I / 9 BEDROOM ' 10 ENERGY CODE / LO ,' OFFICE I I // 11 2. INSULATION TO FOLLOW SPECIFICATIOINS AS OUTLINED 12 / IN HER'S RATING 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER / / l / THIS APPLICATION IS APPROVED ONLY FOR WORK 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR i _ , INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL GREATER I ' OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 5. FOUNDATION WALLS TO BE INSULATED TO R-10 OR / I ENTRY TO BE CONSIDERED AS EITHER BEING APPROVED OR IN GREATER / ENTRY CLS. / CLS. o \ ,' CE,AI 6. FRAMED FLOORS TO BE INSULATED TO IR-32 OR / I� D4 CLS. CLS. / `\ 1 / GREATER 7. SLABS ON GRADE TO BE INUSLATED TO, R-10 UNDER 7 SLAB. / '0 1 ' / 2 ENTRY �' \\ 1 Designer: RECOMENED INSULATION AS FOLLOWS 7 / -605.0 CLS. -603.0 // % � I - ISAAC - RAE VAULTED CEILINGS : 4" SPRAYED CLOSIED CELL \ � .. _ ' CONTINUOUS INSULATION R6.5 per inch.WITH / o m I BEDROOM _ 430 Main Street Greenport, NY 11934 ROCKWOOL R23 5-1/2"for total of R49 / �' , UP i /' `;' • o T. 347-276-6093 E. clay@isaac-rae.com WALLS: 3" SPRAYED CLOSED CELL CONITINUOUSE INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2'. FOR TOTAL OF R34.5 10'-3" _-- "FLOORS: 3 SPRAYED CLOSED CELL CONTINUOUSE / /' i ! • �` � 12'-8 Applicant of Record: INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" / ' DN 1 , / FOR TOTAL OF R34.5 • SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 , \ \ 301.0 �.Q - ENTRY - - I -60 .0 ADD ALTERNATE • INCREASING THE NEW BASEMENT FLOOR DEPTH BY 1 FT 13 �;� A-200.0 ` 2 5'-8" / -601. W/C M i 2 -201.00 (ADD ALT) - • WHITEBOX FULL BASEMENT, BE SURE EGRESS WINDOW AND ELECTRICAL TO CODE (ADD ALT) 1 p \ • FRONT FACADE HALLWAY WINDOW (ADD ALT) -601.0 6 1 1 2 MUDR OM . i I I I o 0 III - > .4 0 � � - CONSTRUCTION NOTES: ' Z ,' W/C 1 SAFETY GATE CO KEY NOTE EGRESS WINDOW AREA BELOW C-01 PROPOSED WALL /� ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN C-02 PROPOSED P.C. FOUNDATION WALL _ - - - - - - _ _ _ ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING C-03 PROPOSED DOOR GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT REVISED - TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, C-04 PROPOSED WINDOW 05/23/2024 HATCH w I } �D,2 WITHOUT THE EXPLICIT WRITTEN PERMISSION OF �� 0 / v METROPOLITAN BUILDING CONSULTING GROUP,PC. C-05 PROPOSED FLOORING SEE FINISH SCHEDULE o_ C-06 PROPOSED PLUMBING FIXTURE SEE SCHEDULE w / C-07 PROPOSED STONE WALKWAY SLIDINGDO)OR FIT FIXED SLIDING DOOR u // � Project: C-08 PROPOSED STAIR 4452 Pecon is Bay C-09 PROPOSED WOOD DECKING ,' �� D1 FIXED ' ,' 4452 Great Peconic Bay Blvd, Laurel, NY 11948 C-10 PROPOSED CABLE RAILING 36 TALL / 24 -8 _ C-11 PROPOSED SKYLIGHT ,' II I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I /'' I BEDROOM C-12 PROPOSED ROOF ADDITION /� LINE OF EXTERIOR TRELLIS ABOVE // Project No.: I R-02 C-13 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS 1 b� 14 /, Seal/Signature: C-14 ROOF DRAIN MIN TWO PER FLAT ROOF SPAN -300.0 C-15 ROOF OVERHANG WOODEN DECK�/ I<I C-16 PROPOSED LOCATION OF PLUMBING VENT C-17 PROPOSED LEAD COATED COOPE ROOF SCUPPER a o N I 9.g FDA Is PLAN LEGEND:PROPOSED PROPOSED WALL ,' co -600.0 I A-200.00 , 13' -5" EXISING WALL TO REMAIN 0 0 OF T4�� / EXTERIOR RECESSED UPLIGHTING, TYP / NO PROPOSED SCOPE I I I I M / �_� PROPOSED ADDITION �' 3'-7" 3' -7" 3'-7" 3' -7" / I / /0 DN , OUTLINE OF EXISTING HOUSE ,' ---- --------------- / ,/'` Date: Scale: I / �/ I / AS NOTED ---- --------------- Drawing Title: a ' ---- --------------- OOP/ / PROPOSED PLAN - FIRST FLOOR e EXISTING GFA SECOND FLOOR 0 SQFT ' ' PROPOSED GFA SECOND FLOOR 997 SQFT '\ EXTERIOR RECESSED STAIR LIGHT, TYP / I , Drawing No.: O N AREli N LO n Construction Notes n PROPOSED FIRST FLOOR PLAN 1'-0" 1/4" = 1'-0" le NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 02/13/2024 SH TOWN DOB FILING 1 2 2.9 3 4 5 6 6.7 7 8 2 5'-8" 8'-7" 10,- 10" 8'-7" 6'-3" 8' -3" 4'-8" 4'-3" 3 4 -302.0 1 _7 -302.0 -303.0 -303.0 5 6 I 7 I I g 10 11 12 ' DRAWING REVISIONS NO. DATE REVISION A —Dt�ANCE BEND YO Tb7 SET-BACK 1 5/7/2024 DEMO CLARIFICATIONS 2 5/23/2024 REVISION 1 / I 3 4 1S '01, l' 36'-4" ' 5 8 6 I E I EPDM FLAT ROO BELOW I �i/ 7 I IC 2 � 8 1. INSULATION TO MEET OR EXCEED NYS ECC 2020 / 1 ENERGY CODE -301.0 '/ 10 Nf 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED r- i 28,-0 � 114,-0 I / IN HER'S RATING / ' 12 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER THIS APPLICATION IS APPROVED ONLY FOR WORK 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR / ,' - INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL GREATER ( OTH ER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 5. FOUNDATION WALLS TO BE INSULATED TO E9-10 OR / / - , , TO BE CONSIDERED AS EITHER BEING APPROVED OR IN GREATER / ' ,'` TEMPERED GLASS WINDOW 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR „ 15 SEE WINDOW SCHEDULE A-510 GREATER / �' �� 12 6'-7 5'-0" 7. SLABS ON GRADE TO BE INUULATED TO R-101 UNDER I ° SLAB. / B — — — — - - — — CLS. Zo / Designer: RECOMENED INSULATION AS FOLLOWS • VAULTED CEILINGS : 4 SPRAYED CLOSED CELL - - I SAAC - RA E CONTINUOUS INSULATION R6.5 per inch. WITH / CL:. I 430 Main Street Greenport, NY 11934 ROCKWOOL R23 5-1/2"for total of R49 • WALLS: 3" SPRAYED CLOSED CELL CONTINUOUSE - �, y /' T. 347-276-6093 E. clay@isaac-rae.com INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" / b ,' \ - NN 0 CLS. CLS. FOR TOTAL OF R34.5 �� • FLOORS: 3" SPRAYED CLOSED CELL CONTINUOUSE / N / , = INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" Applicant of Record: FOR TOTAL OF R34.5 / 1 LISTENING R MOO STAIR GROUND • SLABS 3" EXPANED POLYSTYRENE INSULATIION FOR R12 / -301.0 I , FLOOR ADD ALTERNATE • INCREASING THE NEW BASEMENT FLOOR DEPTH BY 1 FT Cl) (ADD ALT) / PRIMARY BEDROOM • WHITEBOX FULL BASEMENT, BE SURE EGRESS WINDOW G' — — — — i — --- AND ELECTRICAL TO CODE (ADD ALT) • FRONT FACADE HALLWAY WINDOW (ADD ALT) �/ 14'-0" 2 M / LI N D E S DI -300.0 CONSTRUCTION NOTES: D2 ' HVAC 2ND FLOOR RZOOF TERRA'E KEY NOTE 00 C-01 PROPOSED WALL LINE OF EXTERIOR TRELLIS ABOVE ' ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN C-02 PROPOSED P.C. FOUNDATION WALLJ ARE:THE PROPERTY OF METROPOLITAN BUILDING CONSULTING D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 14 -0" - - - - - - - - - - - C-03 PROPOSED DOOR - - - - - - - - - - - GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT LINE OF T CAIBLE RAILING �C\ I E I TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, C-04 PROPOSED WINDOW // - _ - - D.n WITHOUT THE EXPLICIT WRITTEN PERMISSION OF -4L METROPOLITAN BUILDING CONSULTING GROUP,PC. C-05 PROPOSED FLOORING SEE FINISH SCHEDULE --- - _ - - - -_ - _ ------- - - C-06 PROPOSED PLUMBING FIXTURE SEE SCHEDULE //' 36'-10" 36'-4"Jk EGRESS WINDOW TO MEET 2020 NYS CODE ' Project: C-07 PROPOSED STONE WALKWAY & (IRC 2018) R310.2.1 MINIMUM OPENING AREA - I C-08 PROPOSED STAIR E /�/ C-09 PROPOSED WOOD DECKING - � 4452 Peconic Bay C-10 PROPOSED CABLE RAILING 36"TALL 1 ,5„ AVERAGE GRADE 4452 Great Peconic Bay Blvd, Laurel, NY 11948 C-11 PROPOSED SKYLIGHT C-12 PROPOSED ROOF ADDITION �' �' DISTANCE BEYOND 20' SET BACKI Project No.: C-13 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS ' ..... IR-02 o C-14 ROOF DRAIN MIN TWO PER FLAT ROOF SPAN 1 ' ' Seal/Signature: 0 3 '-4" C-15 ROOF OVERHANG -300.0I I I C-16 PROPOSED LOCATION OF PLUMBING VENT EPDM FLAT ROOF BELOW / ECK ' C-17 PROPOSED LEAD COATED COOPE ROOF SCUPPER �BELOW D A PROPOSED PLAN LEGEND: PROPOSED WALL / EXISING WALL TO REMAIN OF N� I _ NO PROPOSED SCOPE / PROPOSED ADDITION r wT / OUTLINE OF EXISTING HOUSE ' i Date: Scale: AS NOTED I I I ,� / Drawing Title: n o PROPOSED PLAN - SECOND FLOOR 0 EXISTING GFA SECOND FLOOR 0 SQFT PROPOSED GFA SECOND FLOOR 997 SQFT // ( �' L..._ _ ��► �/ / 140, / Drawing No.: N N N L Construction Notes n PROPOSED 2ND FLOOR PLAN 1/4" = 1'-011 1/4== 1'-0" ■ NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 1 2 2.9 3 4 5 6 2 5'-8" 8' 7" 10'- 10" -7" 6'-3" 8'-3" 6'7 4,-8" 4'-3" 3 4 -302.0 -302_0 -303.0 -303.0 5 1'-7" 6 7 A-201.00 I I 8 g 10 1 11 I I 12 DRAWING REVISIONS im am one wmw NO. DATE REVISION '� 3 4 - - 5 C 14 C 13 C 14 I i I I 6 I I 7 2 241 0' g 1. INSULATION TO MEET OR EXCEED NYS ECCC 2020 -301.0 0 10 ENERGY CODE I I I I I I 11 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED r 12 IN HER'S RATING 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER _ THIS APPLICATION IS APPROVED ONLY FOR WORK 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL GREATER I I BOTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 5. FOUNDATION WALLS TO BE INSULATED TO R-10 OR I I I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN GREATER O 6 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR C-14 -511.0 GREATER 7. SLABS ON GRADE TO BE INSULATED TO R-10 UNDER SLAB. RECOMENED INSULATION AS FOLLOWS C-16 -11 I C-17 4 Designer: / 24' 0"\ C-14 --' I SAAC - RA E I I I• VAULTED CEILINGS : 4" SPRAYED CLOSEID CELL CONTINUOUS INSULATION R6.5 per inch..WITH 430 Main Street Greenport, NY 11934 ROCKWOOL R23 5-1/2"for total of R49 • WALLS: 3" SPRAYED CLOSED CELL CONTrINUOUSE r T. 347-276-6093 E. clay@isaac-rae.com INSULATION R6.5 PER INCH. WITH ROCKWVOOL R15 3-1/2" C 1 - I I I I I I I I FOR TOTAL OF R34.5 • FLOORS: 3" SPRAYED CLOSED CELL CONTINUOUSE Applicant of Record: INSULATION R6.5 PER INCH. WITH ROCKWVOOL R15 3-1/2" FOR TOTAL OF R34.5 1 • SLABS 3" EXPANED POLYSTYRENE INSUILATION FOR R12 -301 ' B-8 - - - -t- - + — C-13 ADD ALTERNATE • INCREASING THE NEW BASEMENT FLOOR DEPTH BY 1 FT C,> (ADD ALT) — I I I I 2G-201.00 • WHITEBOX FULL BASEMENT, BE SURE EGRESS WINDOW — — — — — — — — — — —AND ELECTRICAL TO CODE (ADD ALT) • FRONT FACADE HALLWAY WINDOW (ADD ALT) o� O �— C-17 I C-16 �O 2 C-14 -300.C.4 - - CONSTRUCTION NOTES: KEY NOTE a0 I A-200.0 2 C-01 PROPOSED WALL C;-15 -14 —r►O ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN C-02 PROPOSED P.C. FOUNDATION WALL C-17 ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU C-03 PROPOSED DOOR AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR C-04 PROPOSED WINDOW I I I I — _ — D.^ PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF L ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. C-05 PROPOSED FLOORING SEE FINISH SCHEDULE - io C-06 PROPOSED PLUMBING FIXTURE SEE SCHEDULE C-10 �' C-09 Project: C-07 PROPOSED STONE WALK WAY C-08 PROPOSED STAIR — — — I — — — — — — — — — — — — I I 4452 Peconic Bay C-09 PROPOSED WOOD DECKING E C-10 4452 Great Peconic Bay Blvd, Laurel, NY 11948 C-10 PROPOSED CABLE RAILING 36"TALL O �— C-11 —► I _ C-11 PROPOSED SKYLIGHT _....; .. ._.... _. ,. _.. ... _. _...... .... .. .... ...... ...... ......... Project No.: C-12 PROPOSED ROOF ADDITION - - C-16 IR 02 C-13 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS - C-13 _._ C-14 ROOF DRAIN MIN TWO PER FLAT ROOF SPAN Seal/Signature: 0 -300.0 T I i .. L_..._--_ . C-15 ROOF OVERHANG - -- C-13 .............................. .. C-16 PROPOSED LOCATION OF PLUMBING VENT _ _ .......... .... . . _- C-17 PROPOSED LEAD COATED COOPE ROOF SCUPPER I C-14 , ... _ _.... ........ . ... . ..........................._L.-........__._.. . . . ... . ;_.. _.__....,..._.i........... . ... . _..i ._.....-i...._.__ ::-; .. .... ...........--=. ..... I rC.D Af�'`'/Sr - PROPOSED PLAN LEGEND: ___....; .....__.... - -.,..._._.... ---- : -.......- _..-..... -.: .� _- 1 .... PROPOSED WALL ............._..... ....._ _.._..................._ - 00 00 .....-----.......... _... 1 �/ . ..... .... ... .. __...... ..... ..,. .... ....-,. -----........................_-. / 39761 EXISING WALL TO REMAIN 2 I 2 OFN 23 _ NO PROPOSED SCOPE _........ti..... ..... .... ..._ _.... ... __......__.................... ...... r _._.........._. ........ ...... ....:...... .............................._--......... ._ i_I....... PROPOSED ADDITION _. / ...........:.. ------------- . DN LINE OF EXISTI G DECK&STAIRS / Date: Scale: �. OUTLINE OF EXISTING HOUSE __________ AS NOTED ---- ---------------- I LINE OF PROPOSED DECK&STAIRS I I OPP Drawing Title: a EXISTING GFA SECOND FLOOR 0 SOFT ---- -- --- ----- � / PROPOSED PLAN - ROOF LO T I / p PROPOSED GFA SECOND FLOOR 997 SOFT . . I I I I N Drawing No.: 0 N N 0 Eon N C'7 n PROPOSED ROOF PLAN ou 1/4" = 1'-0" Construction Notes 1/4" = 1'-0" NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 1 5' _8" 2 8'-7" (D29 3 10'- 10" 4 8'_ 7„ 5 6'-3" 6 8'-3„ (D67 4' -8„ 7 4' -3„ 8 2 3 1 1- -7 2 1 2 4 -3 2. -302.0 -303.0 -303.0 5 6 7 A-201.00 8 9 1 10 11 12 / I DRAWING REVISIONS NO. DATE REVISION I I F I I 1 / 4 -2 6 -0 2 - — - — — - - — 3 4 6 I LO I II 7 -301.0 0 — \ — — — \ — 9 10 10 12 LO II I I I THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN / I -3" 7'-8" / d la. I ___ I ► I I ,:I ISAAC - RAE F::---------- I I o �, �e 430 Main Street Greenport, NY 11934 I I I a'- \ T. 347-276-6093 E. clay@isaac-rae.com ------------- o 'v in - / Applicant of Record: I� I I � II / 7'-8" 6'- 1100. 1 1 -I 2G-201.00 C — a e — — - --e — — — �— — — — — — - 2 --UC4 300.0 10 A-200.0 2 ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAGRAE LLC &COFFEY 4. ° ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR P;ART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF —°ice Y ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. Project: 4452 Peconic Bay — — — — — 4452 Great Peconic Bay Blvd, Laurel, NY 11948 0 Project No.: o I R-02 1 / - - - - - - -- - - / h Seal/Signature: 4 7, 1 2'- 1" I 7'-0" 4' -0" I 01 a 777 Q A>�c� y Ca / RCP & ELECTRICAL LEGEND O PROPOSED LINEAR LIGHT ` of>NE� 0 PENDANT LIGHT TO BE DETERMINED 1 I 0 RECESSED DOWN LIGHT QLED WALL SCONCE 1 LIGHT SWITCH W/DIMMER I I 1 Date. AS NOTED Drawing Title: n m WALL MOUNTED EXTERIOR ELECTRICAL OUTLET PROPOSED RCP - BASEMENT 7 00 O BATHROOM EXHAUST FAN T d. Drawing No.: N O N RCMP LEGEND n PROPOSED BASEMENT RCP C\' 1/2" = 1'-0" 1/4" = 1'-0" co Asl liza NOTES DRAWING ISSUE N0. DATE ISSUED FOR r� C 1 1 5'-8" 2 8'-7" 2.9 3 10'- 10"' 8' -7" 6'-3" 6 8'-3" (D67 4,_8" 7 4, _3" 8 2 3 1 1'-7' 2' 1 2 4 -302.0 -302.0 -303.0 -303.0 5 6 I I I I I I I 7 I 8 9 10 / 11 12 DRAWING REVISIONS / — — — — NO. DATE REVISION CA) I I I I 1 co 5'-5" 5' -5" 1'- 10„ 4'-3" 14, _3" 1,_9,. I I 2 I / I o 6 7 1 I 8 2 WEATHERPROO ED I - — — / ' —`\ 9 -301.0 o RECESSED LI HT10 I I FIXTURE ON DIMMER YP. /'- I I I \ I I I / \ I 12 I \I I I I I THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 1 I N OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES- / co — N I - B — — — — — — — / 10"[lll 4' 6" 4'-'6" Designer: I 1 , ' I, I \ - = -, = ,- SAAC - RAE IN I I I I --------- ----------- �n , / \ \ EO --- 1 , / 1 C>) A' I , I ', ', , 430 Main Street Greenport, NY 11934 / o - - , ' PENDANT LIGHTS TBD,TYP ") I I I I I o I o I I ' I ' '' - — I I � j , 1 I j I T. 347-276-6093 E. clay@isaac-rae.com / T / M I // ,'ll ---------------- I _\ I I II I I I —4'- ---- II I \ I j I I / 2'- 1" 2' - 1" 21-8" 1'-7" 4'-3" 4' -3" Imo . ' �i I /� / — — - — — _ — — Applicant of Record: 1 I i zo 2' 11" I I / -301 I I - - 1 I --L------- -----1------ L ' I CD I I B.8 - - - __ _ - I ' O I " � I in \ � I _ - 2' S„ 07 `\ // \ -� ' / 1 1'-8" 1'-8" C\J _ 2�-5 Cco 1' -3" 5' 1'-3" M ' ,2'-6" 2 -300. CA 4 — - — " — 1 - _ _ _ o i \\ I \\I it \I 1 i 1 o 100 1 CV r \ Il \ I 2' -7" 3'-6" '� \ t I I Cv \ ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN DD — — — — — — ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY T I j — — ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU o o I I I AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR r 1 , 1 M —� —f 0D.2 PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF I I 1 / I \ I I ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. N I j N EO \ \ I '- - - 7„ 1, "' I\ M / Project: \ 3 -6" 5 0' 5 0 3 5 \ , I E -' - 4452 Peconic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 CEILING MOUNT RANGE HOOD / — — - / N \ — 1 — \ 2'-0" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 1'- 11" I \ I I I I I \ \ Project No.: 0 o II I I I WEATI-HERPROOFED I \'i o III IF{-02 1 i o in 1 I RECESSED LIGHT FIXTURE ON DIMMER TYP. I Seal/Signature: -300.0 r � / I I KITCHEN ISLAND I / PEND)ANT LIGHT TBD - - - - 4'- 1" - 4'- 1" 1 - 10" .10 4'-4" 4 -2" R�D A�C'yi c 00 I I I I 3976 RCP & ELECTRICAL LEGEND �F NE O PROPOSED LINEAR LIGHT I I I 1 1 I I I 0 PEMDANT LIGHT TO BE DETERMINED O RECESSED DOWN LIGHT I / / QLED)WALL SCONCE Date: Scale: AS NOTED EILIGFHTSWITCHW/DIMMER I / DP'RIng Title:OPOSED RCP - FIRST FLOOR r / r WALLL MOUNTED EXTERIOR ELECTRICAL OUTLET 00E I I I I I I N ® BATFHROOM EXHAUST FAN I Drawing No.: O N N N co RCP LEGEND PROPOSED FIRST FLOOR RCP moo NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 2.9 3 4 5 c c 1 5'-8" 8'-7" 10'- 10" 8'-7" 6'-3" 12'- 11 6.7 7 4'-3" 8 2 3 1 1 -7 2 1 2 4 -302.0 I -302:.0 -303.0 -3 3. 5 6 7 A--201.00 I I I I 8 / 1 10 12 / I / DRAWING REVISIONS A — — — — — — — — — — — — — — — — — NO. DATE REVISION 2 3 / 4 5 6 I 7 2 8 -301.0 I I I I 10 LO 11 / I 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL _ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR _ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN / z ACCORDANCEI11 I11 ITHQ / CB Designer: -� 7-- - I ISAAC RAE t'"'C° DROP CEILING, TYP 430 Main Street Greenport, NY 11934 I i I I I - - --:7- - / T. 347-276-6093 E. clay@isaac-rae.com , � Applicant of Record: -301/ 1 1 \11 //I I //I I\'1 IL - - - - = -- - - - - - - L B.8 — — — 1 -7 I 00 I I I O k�L3 — - 2 -201.00\I ,, , - - - - - - - - --7 - --1-- — - 4-- - _ — LINEAR COVE LIGHT,TYP 8101, 3' - 10" 3' - 10" / / I';'C.4' M I 1 1' -9' 4'-3" 4'- - - - - II 1 T II III I 00 A-200.0 2 I I - - 5' - 1" 5' - 1" 5'- 1" ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN CD — — — 1 _ — — — ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY 5'-0" 5'-O" ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR I— — I— — D,2 PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF WEATHiERPR00FED ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. RECIESSED LIGHT FIXTURE ON IDIMMER TYP. Project: CE I - - - - I I I - - - ► - ►_ 4452 Peconic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 I I I I I I I I I Project No.: 1 o IR-02 o Seal/Signature: -300.0 - I I I I I I I I F — I — — I — — I — — — I I — — — —� — — _ ,�� D AI�Ch. I I I A-200.00 / �,•�, 397�� U`r RCP & ELECTRICAL LIEGEND / �OF t4 O PROPOSED LINEAR LIGHT 0 PENDANT LIGHT TO BE DETERIMINED I I I I O RECESSED DOWN LIGHT 4 LED WALL SCONCE Date: Scale: I I I I I I I I I LIGHT SWITCH W/DIMMER AS NOTED � I / Drawing Title: o- / PROPOSED RCP - SECOND FLOOR 7: WALL MOUNTED EXTERIOR ELECTRICAL OUTLET 00 o - I I I I I I I I I E±1 N ® BATHROOM EXHAUST FAN Drawing No.: CD N N IV, Is N co RCP LEGEND PROPOSED 2ND FLOOR RCP 1/21' = 1'-011 1 1/4" = 1'-0" 0 0 p nB8 �+ NOTES A 15' -0" B 14' -9" q 3, _9,. C.4 4'-8� D QD25'-6' E 10'-0" C 2 1 2 1' -3" 1 DRAWING ISSUE -301.0 -301.0 -300.0 -300.0 NO. DATE ISSUED FOR I I I I I I I I 1 I 2 MAX BUILDING 3 - �,_�� „_HIEGHT 4 % 48 - Q — I — — — — I — — — — I — I— — I — I — — — I — — — — 5 ROOF— — — — — — - — — — — — — — — 6 46' - 4" 8 . 9 I I I 10 C-01 11 I 9 12 N \ DRAWING REVISIONS r I C-04 I I N0. DATE REVISION I � 1 II 2 C-05 RE 3 4 5 2ND FL. °° 6 35' 2" 1'-0"— — 3' -3" -2'-3" —5'-7" — 5' -0"— —0'- 10" 3'-3" 1'- 3'= 6" — —1 '- 1" — — 7'_4" — 2'-6" N — — — 7 9 / O - - I L..------ r 10 12 L VE-02:—�.. --_. �__- - - \ THIS APPLICATION IS APPROVED ONLY FOR WORK _- -- - ------- a_ - C-08 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL - -------- _ - — C-03 iN ---- - - OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN .......... ACCORDANCE WITH APPLICABLE CODES- �p GROUND FL. - 26' 2" N M �® AVERAGE GRADE — '�\ C-09 Designer: ISAAC - RAE =1 i i\- — I _I I 430 Main Street Greenport, NY 11934 T. 347-276-6093 E. clay@isaac-rae.com 11=_=_ I 1=1 1= I I III-=� I I I 1 I BASEMENT — I— \ — \=I �LJ Applicant of Record: n EAST ELEVATION 1/4" = 1'-0" 1 5- -8" 2 8'-7" 2.9 3 10'- 10" 4 G G 8'- 7" � 6' -3' 6 12'- 11 'v'� 1'-7" I 1 2 1 2 -302.0 -302.0 -303.0 -303.0 I I I I I I I I I MAX BUILDING wo HIEGHT _ _ _ `+o " 0" oo I I I I I ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ROOF ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY (�-- 4�� — — — — — —} — — ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU 46' I AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. SLIDING DOOR FIXED SLIDING DOOR FI ED FIXED Project: 4 c-oa N Hj— \ \ D2 \ \ \ \ \ 4452 Peconic Bay T 4452 Great Peconic Bay Blvd, Laurel, NY 11948 c-o2 I - Project No.: I R-02 2ND FL. °° � Sea.1/Signature: �V 35' 2�� c� 3'_81' — — 8 4 — — — — — — -- ---1' -4" 8'-6" 4' --1)'-3"-3'-0"-0' - " N 10, C-01 // I FIXED SLIDING DOOR SLIDING DOOR I FIXED \ C-03 CONSTRUCTION NOTES: ,\� \� = 2 o rip q KEY NOTE \\ \\ \_ \= C-05 i zo C-01 PROPOSED RAIN SCREEN SIDING C-02 PROPOSED CABLE RAILING 36"TALL C-03 PROPOSED OPERABLE ALUMINUM W INIDOW SEE WINDOW SCHEDULE C-04 PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE 4 C-05 PROPOSED ALUMINUM WINDOW WITH I"THIN WINDOW TRIM PAINT COLOR TBD GROUND FL. — — — — — — — N �� 397�'��Q �l\ 26 2 C-06 PROPOSED EXTERIOR DOOR SEE DOOIR SCHEDULE. - - " N �..,: C-07 PROPOSED EXTERIOR STONE VENEERI WALL ch L`Y C-09 AVERAGE GRADE H C-08 PROPOSED EXTERIOR STAIR CABLE RAILING — — — — 23' - 0" _ C-09 PROPOSED EXTERIOR STUCCO WALL Date: Scale: C-10 EXTERIOR RECESSED STAIR LIGHT,TYfP I I AS NOTED Drawing Title: c- ELEVATION LEGEND: "' _ =1 = _ _ _ �__ = I= � I I I = I EXTERIOR ELEVATIONS 00 NEW PROPOSED VERTICAL CLEAR CEEDAR 1"X 3/4"RAIN SCREEN SIDING [ ., BASEMENT �\�!_ \\!\\I _ r NEW PROPOSED HORIZONTAL CLEAR CEDAR I"X3/4"RAIN SCREEN SIDING ` V 17' - 1 1/16" �� -� Drawing No.: NFACIA/TRIM BOARD O N STONE VENEER WALL MIRL NNIL N `o n CONSTRUCTION NOTES ELEVATION n SOUTH ELEVATION F NOTES 10'-0" E 5 14'-9" 15'-0"P2 C-4 CB8 A V-3" 1 2 1 2 DRAWING ISSUE -300.0 -300.0 -301.0 -301.0 NO. DATE ISSUED FOR 2 MAX BUILDING 3 0,�HIES 4 T — — — — — — — — I — I— — — —I 4' o° 1'-7" — — — I — CON STRUCTION NOTES: ROOF - s KEY NOTE ®J—46' - 4" 7 C-01 PROPOSED RAIN SCREEN SIDING N g iv 9 C-02 PROPOSED CABLE RAILING 36"TALL I I I c-o1 10 C-03 PROPOSED OPERABLE ALUMINUM WINDOVN SEE WINDOW SCHEDULE 11 C-04 PROPOSED CURTAIN WALL SEE WINDOW'SCHEDULE i 12 C-05 PROPOSED ALUMINUM WINDOW WITH 1"T'HIN WINDOW TRIM PAINT COLOR TBD - 04 N \ C-OS C-06 PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE. I I 9 ( 1 DRAWING REVISIONS NO. DATE REVISION C-07 PROPOSED EXTERIOR STONE VENEER WALL \ 1 C-08 PROPOSED EXTERIOR STAIR CABLE RAILING E-02 - 2 C-09 PROPOSED EXTERIOR STUCCO WALL o 4 C-10 i —EXTERIOR RECESSED STAIR LIGHT,TYP Ch - 00 E 2ND FL. — — — — 2'-0" 3'-0" N 5'-5" 3'-01, 0'-5" N 3'-0" 1 0, 5, 5„ N 6, o„ 3,_4„ r 16 ELEVATION LEGEND: ® 35 - 2 ; 7 - s 9 NEW PROPOSED VERTICAL CLEAR CEDAR 1"X 3/4"RAIN SCREEN SIDING C-05 C-05 C-05 10 NEW PROPOSED HORIZONTAL CLEAR CEDAR 1"X 3/4"RAIN SCREEN SIDING C-03 - 11 FACIA/TRIM BOARD \ O \ O \ O \ \ — O 12 STONE VENEER WALL \ — THIS APPLICATION IS APPROVED ONLY FOR WORK C-08 �\ - C-o7 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL CONSTRUCTION NOTES ELEVATION - OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 0 0 0 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN C-05 �.�GRO.�UND F N N N - N 411 C-07 C'M AVEROAGE ADE ,. - — - - �I -I—=�-� I�--I �� J Designer: 7:777777-77 17- ISAAC — RAE 430 Main Street Greenport, NY 11934 Ln — I = I= I T. 347-276-6093 E. clay@isaac-rae.com I - Ed I IEEE /h/ �BASEMENT OT . -- N Mi_ IIJ I1 1/16" Applicant of Rec ord: WEST ELEVATION 1/4" = 1'-0" 8 4'-3" 67 2'- 11 $,_7" 10'- 10., .98' -7" 5 - F 1' 7" 2 2-303.0 .0 I MAX BUILDINGrh HEIGHT _ 48 - 0 ALL DESIGNS AND OTHER DISCLOSURE S SET F OR T H HER EIN 6 3 4 -0 - 4 -0 3 - 11 ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEYRO F— ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU A(GREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE O R NN PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF46' - 4" ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. Cc-o5Project: 4452 Peconic Bav N 2 4452 Great Peconic Bay Blvd, Laurel, NY 11948 _7Project No.: I R 02 Ce) Cl) 2ND FL. c-06 c o ea Ignature: —0'-3"_3' -0 - - 1 7" 2 iry coC) 11 10 cfl C-0 C;o C00 % ................. ..................... GROUND FL. c05QF N26' 22 1 ... .... ._ .._...C9 =7 eAVERAGE GRADE, Date: Scale: AS NOTED Drawing Title: °- L' EXTERIOR ELEVATIONS 7 -11 00 C:) BASEMENTELI JE:: 17 LI I 1=1 W Xi _ 16"It I Drawing No.: NNNN if A c'' NORTH ELEVATION e 1 1/4" = 1'-0" fill NOTES 1 5,_8„ 2 8,_7„ 2 9 3 10'- 10„ 4 8, _ 7„ 5 6,_3„ 6 12'- 11 ,6.7 7 4,_3„ 8 1' - 7" 1 2 1 2 DRAWING ISSUE 2 -302.0 -302.0 1 -303.0 I 1 -303.0 1 1 1 I NO. DATE ISSUED FOR MAX BUILDING -401.0 5' -8" 43'-3" 8'- 11" -401.0 1 _ HEIGHT - ® ROOF _ - _ _- - — - - — — = -I— — 4 CONSTRUCTION NOTES: 46' - 4" 1 — 5 6 KEY NOTE I I I I 7 C-01 PROPOSED WEATHER PROOFED EXTERIOR WALL W/SIDING I 1 I I I I I I ( 9 C-02 PROPOSED CABLE RAILING 36"TALL 10 C-03 PROPOSED PROTECTED ROOFING I 1 C-01 \ C-01 I �� 11 C-04 PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE N r 1 � 12 C-05 PROPOSED ALUMINUM WINDOW WITH 1"THIN WINDOW TRIM PAINT COLOR TBD r ` PROPOSED EXTERIOR DOOR SEE DOOIR SCHEDULE. DRAWING REVISIONS C-06 1 C-13 C-07 PROPOSED EXTERIOR STONE VENEER WALL I ff-0 N0. DATE REVISION ' I 1 C-08 PROPOSED EXTERIOR STAIR RAILING I I / , I 2 C-09 PROPOSED SKYLIGHT,SEE SKYLIGHT SCHEDULE r2N D_FL. Hj_ I C-10 PROPOSED TRELLIS "� JJ - 2" N 5 C-11 PROPOSED ROOF ADDITION C-12 PROPOSED STONE WALKWAY C-05 i I I I I I I 8 i C-13 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS ;t o I , I c-o1 10 C-14 PROPOSED WOODEN DECK // I I I I I 12 CONSTRUCTION NOTES SECTION 1 I I THIS APPLICATION IS APPROVED ONLY FOR WORK 1/2" = 1'-0" �, `� I \ I I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR _GROUND FL. _ _ — TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 26' - 2 ACCORDANCE WITH APPLICABLE-r-ODE-41 , _AVERAGE GRADE 23 Designer: I SAAC - RA E LO = I I I I I ! = 430 Main Street Green port, NY 11934 rh BASEMENT _ _ _ : I I = T. 347-276-6093 E. clay@isaac-rae.com 17 - 1 1/16 - - _ — - � _ - - _ _ _ _ — _ — _ _ - � Applicant of Record: r n SECTION 2 V-0" n G i � 1 5'-8" 2 8'- 7" 2.9 3 10'- 10" 8'- 7" 5 6'-3" 6 12'- 11 4,-3„ 8 1 2 1 2 I li 1 -302.0 1 302.0 1 -303.0 1 1 -303.0 I 1 MAX BUILDING I 5'- 10" 34'-0" 9'-2" 4'-8" HIEGHT Off ROOF ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF I I I I I ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. C-01pop- N 3 \ 2 \ \ \ 1 \ Project: T ( -400.0 -400.0 4452 Peconic Bay -400.0 I C-13 C 13 4452 Great Peconic Bay Blvd, Laurel, NY 11948 HJ-0? Project No.: 2ND FL. `° I _ IR-02 "`7 J J - 2�- c o1 I Seall/Signature: I C-OS O C-05 I I I I H-_ I c, S Y Cp co �..1 GROUND FL. 26' - 2" 397�� co � A^^V,ERAGE GRADE I ; T = I II —I Date:LO AS NOTED Drawing Title: N _BASEMENT _ _ _\ _ � � '< _\ \ _ _ - \\ \ BUILDING SECTIONS �! ��J 17 1 1/16 — _ __ d — — — 66 r \ — Drawing No.: CD C\\I L= N N co n SECTION 1 1'-0" a c 8 4- 3" 7 6.7 2'- 11" 6 6'-3" 5 8'-7" � 10'- 10" 3 2.9 8,_ 7., 2 5,_8„ NOTES 1 1'-7" 2 1 2 1 DRAWING ISSUE I I I -303.0 I -303.0 1 -302.0 302.0 N0. DATE ISSUED FOR MAX BUILDING 5'- 1" 25'- 11" 1 '-7" I 1 2 0,�HEIGHT � — — — — — — — — — — — — — I — — — — — 3 ROOF — — — I _ I _ I I I — — — 4 CONSTRUCTION NOTES: 46' - 4" 5 I 6 KEY NOTE 7 C-01 PROPOSED WEATHER PROOFED EXTERIOR WALL W/SIDING 2 C-02 PROPOSED CABLE RAILING 36"TALL 1 -402.0 I I 9 C-03 PROPOSED PROTECTED ROOFING 10 C-04 PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE \ 12 C-05 PROPOSED ALUMINUM WINDOW WITH I"THIN WINDOW TRIM PAINT COLOR TBD DRAWING REVISIONS C-06 PROPOSED EXTERIOR DOOR SEE DOCOR SCHEDULE. - 1 NO. DATE REVISION C-07 PROPOSED EXTERIOR STONE VENEEFR WALL 1 C-08 PROPOSED EXTERIOR STAIR RAILING C-13 2 C-09 PROPOSED SKYLIGHT,SEE SKYLIGHT-SCHEDULE n2N DD FL. 00 C-01 C-01 C-10 PROPOSED TRELLIS �� 35 - 2" N - 5 C-11 PROPOSED ROOF ADDITION I I , 6 C-12 PROPOSED STONE WALKWAY I I ` , I _ ` 8 C-05 .44 C-05 , ` 9 C-13 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS 10 C-14 PROPOSED WOODEN DECK _ \ ` ` O 00 12 CONSTRUCTION NOTES SECTION , THIS APPLICATION IS APPROVED ONLY FOR WORK 1/2" = 1'-O" o I i I __ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL GROUND FL. N OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 26' - 2r� — — — �I L — TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICARI F CODES N I C )00000 0000o00Qo00QoQoQo oQ.o aQoQ.oQoQoO0000o .o0oQ.o00 ..000QOQc AVERAGE GRADE 1 11- 1 �_T . , 0„ _ I I -1 {_— I Designer: - ;� — I SAAC - RA E 1= I = I 4, — I 430 Main Street Greenport, NY 11934 BASEMENT — _ _ _ e _ — - =1 = =1 1 11 T. 347-276-6093 E. clay@isaac-rae.com Applicant of Record: n SECTION 4 U1/4" = 1'-0" c i 1 5'-8" 8'-7" 2.9 10'- 10" 4 8,_7�� 5 6'-3" 6 12'- 11 6.7 7 4,_3„ 8 %i 1 3 2 1 2 I -401.0 -302.0 -302.0 1 -303.0 1 -303.0 1 ( 1 MAX BUILDING 43'-3" 9'-2" HEIGHTlqU ROOF 46' - 4" 1 ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF 1 4 1 I 1 C 0, I 1 ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. -605.0 iv Project: T 1 - - - - - - 4452 P ni B I I I I +- I I I I 5 eco c ay ' 4452 Great Peconic Bay Blvd, Laurel, NY 11948 - - —--- --- --- -- - - ----— Project No.: i T [� 22ND 2FL. _ _ — I -4 _ _ _ IR-02 T Seal/Signature: I I I Iim g'ED Ali cp I � � GROUND FL. — — —26 - 21' I — Q a_� (P N ooa o00 I = r of AVERAGE GRADE_ �®JJ Date: Scale: � AS NOTED Drawing Title: °- BASEMENT BUILDING SECTIONS C `� 17' - 1 1/16,r — o ,— I _ .` I � "1 - - ; a�, - -: •-- II I Drawing No.: N N N n SECTION 3 ■ NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 1 2.9 3 4 6 5 6 7 8 I i 9 10 11 6 MIL EPDM ROOFING 12 PITCHED TO ROOF DRAINS STAINLESS METAL COPING W/DRIP EDGE I I STAINLESS METAL COPING DRAWING REVISIONS STAINLESS METAL COPING W/DRIP EDGE W/DRIP EDGE NO. DATE REVISION 1 6 MIL EPDM ROOFING — 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS 2 PITCHED TO ROOF DRAINS — 7 3 -500.0 ---- 4 — --- 5 T TJI JOIST, SEE STRUCTURE TJI JOIST, SEE STRUCTURE 7 TJI JOIST, SEE STRUCTURE 2ND FL. 2ND FL. �2N�D FL. ---- - 8 �i/ 85' - 2"— — — 35, _ 2'� — 35' - 2'� 9 ML LVL HEADER, SEE STRUCTURE v v v LVL HEADER, SEE STRUCTURE 10 WINDOW HEAD SUPPORT L L L�' WINDOW HEAD SUPPORT 11 SEE STRUCTURE SEE STRUCTURE 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR OPERABLE ALUMINUM WINDOW TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE ITHAPPI ICARI F CODES SEE WINDOW SCHEDULE 3/4" CEDAR SIDING Designer: - — R-6 ZIP SYSTEM R-SHEATHING I SAAC - RA E 4 o -500.0 430 Main Street Greenport, NY 11934 ! T. 347-276-6093 E. clay@isaac-rae.com 3/4"CEDAR SIDING � I 51/2 THICK CURTAIN WALL, COMFORTBATT R-6 ZIP SYSTEM R-SHEATHING SEE WINDOW SCHEDULE THERMAL BATT INSULATION R23 Applicant of Record: �. 2x6 WOOD WALL FRAMING I ` I I 5 1/2"THICK COMFORTBATT THERMAL BATT INSULATION R23 ENGINEERED WHITE OAK 2x6 WOOD WALL FRAMING FLOORING ENGINEERED WHITE OAK EXTERIOR WOODEN DECK _ ENGINEERED WHITE OAK FLOORING FLOORING GR02 N FL. _ _ G_R02 N FL. _ GR02 N FL. _ ®J 4 I� . �� f� TRIFORCE VTID O O a, TRUSS JOIST d "° TRIFORCE TRIFORCE 1 TRUSS JOIST PLYWOOD TRUSS = TRUSS JOIST -500.0 z< STIFFENER PLYWOOD TRUSS a I ? ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN Q Iti. 'd STIFFENER ARE THE PROPERTY OF ISAAGRAE LLC &COFFEY s ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU TJI BLOCKING ° PLYWOOD TRUSS AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR _ ^ ° STIFFENER PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ° PROPOSED EXTERIOR ISAAGRAE LLC &COFFEY ARCHITECTURE P.C. d STUCCO WALL I TJI BLOCKING STUCCO a TJI BLOCKING a Project: — FOUNDATION WALL - � — INSULATION :3" HIGH DENSITY a ' = INSULATION :3" HIGH DENSITY - ` - SPRAY FOAM , `:�. _ 4452 Peconic Bay SPRAY FOAM " d FOUNDATION WALL 4452 Great Peconic Bay Blvd, Laurel, NY 11948 :a d SPRAY FOAM 3„ HIGH DENSITY r x T I I o Project No.: II R-02 Seal/Signature: Q .d. - - -I ^I BITUMOUS WATERPROOFING SD Ap BITUMOUS WATERPROOFING Y Ca�� -- — ^ — BITUMOUS WATERPROOFING 97 I= — 1 BASEM_ T BASEM_E T _ " a - BASEM_E T a 17' - 1 1/1 Qa 17' - 1 1/1 oQcz ^ 000 000 a 0001 , Q O�Oo0�0 :o0a0o0 �O000O o00 >000000: _ ee':.- 000000 :00000 <o QO00.�C O�O�OoO�O�00C �Oo0o0 000000 O000 ot0 ! a -, ^ 00000c o00 �00o.0o0a0_oOQOc 000 (D o�oao0 0�000 <o d o�_oOoC01 �0 O 000000 50000 oc0 ^ ' O Oc o ' • . - ' '._. 900.o0o0oOc 0.�0c Date: Scale: o d. + 00000 0 oCoOco 0 oC ° OoOo --o 0 0- -o AS NOTED Oo �Qo.;: ^ :. OQO_ — — Oflr «_ �00 00 Jo O '4 0 0 0 0 _ co ^ <: .0 Drawing Title: a — -e 6" FOUNDATION DRAIN 6" FOUNDATION DRAIN 'WALL SECTIONS N 6" FOUNDATION DRAIN Ul — CD d Drawing No.: N O N N N M n WALL SECTION - 3 n WALL SECTION - 2 n WALL SECTION - 1 NOTES 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS 1 2 6.7 7 8 STAINLESS METAL COPING 6 MIL EPDM ROOFING W/DRIP EDGE PITCHED TO ROOF DRAINS DRAWING ISSUE ® ROOF_ ROOF _ _ _ _STAINLESS METAL COPING ROOF STAINLESS METAL COPING 46' - 4" 46' - 4" W/DRIP EDGE 6 MIL EPDM ROOFING 46' - 4" W/DRIP EDGE N0. DATE ISSUED FOR - - PITCHED TO ROOF DRAINS _ I 1 I 2 - 3 TJI JOIS , SEE STRUCTURE TJI JOIST, SEE STRUCTURE TJI JOIST, SEE STRUCTURE 4 I 5 6 7 8 9 I I 10 11 12 DRAWING REVISIONS NO. DATE REVISION I - 1 2 3/4"CEDAR SIDING 3 4 o T R-6 ZIP SYSTEM R-SHEATHING I I 5 r o 5 1/2"THICK COMFORTBATT 6 THERMAL BATT INSULATION R23 7 3/4"CEDAR SIDING 3/4" CEDAR SIDING 2x6 WOOD WALL FRAMING 8 R-6 ZIP SY T'EM R-SHEATHING R-6 ZIP SYSTEM R-SHEATIHING I 9 5 1/2"TH CK COMFORTBATT all 5 1/2"THICK COMFORTBA',TT 10 THERMAL BATT INSULATION R23 THERMAL BATT INSULATION R23 11 12 2x6 WO DD WALL FRAMING = 2x6 WOOD WALL FRAMING THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN STAINLESS METAL COPING = 6 MIL EPDM ROOFING W/DRIP EDGE _ ( I PITCHED TO ROOF DRAINS STAINLESS METAL COPING - 6 MIL EPDM ROOFING W/DRIP EDGE PITCHED TO ROOF DRAINJS Designer: _T �_ ISAAC - RA E LLL LL VI IVI VI r v v II — TJI JOIST, SEE STRUCTURE 430 Main Street Greenport, NY 11934 T I IL IL IL r LI IL L� 2ND FL. 2ND �`. p R-6 ZIP SYSTEM R SHEATHING T. 347-276-6093 E. cl y saac-rae.com �� N FL. a i - 211 L L Lag L L LIZ' LVL HEADER, SEE STRUCTURE LVL HEADER, SEE STRUCTURE v v v I. V V V L L L WINDOW HEAD SUPPORT I I I 4 L L L : Applicant of Record: SEE STRUCTURE -511.0 WINDOW HEAD SUPPORT SEE STRUCTURE 0 0 o ALUMINUM WINDOW SEE WINDOW SCHEDULE ` -511.0 3/4"CEDAR SIDING 2x6 WOOD WALL FRAMING ` ENGINEERED WHITE OAK ENGINEERED WHITE OAK FLOORING - - FLOORING `� i. t 5 1/2"THICK COMFORTBATT ® GROUN FL. _ _ � GRO_UN FL. Cif3U' FL. THERMAL GATT INSULATION R23 26' - 2" �� 26' 2" �� 26' - 2" ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN "4 i° ° ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY TRIFORCE ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU °- - TRUSS JOIST AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR TRIFORCE PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF TRUSS JOIST I PLYWOOD TRUSS ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. a a_ ° ; I STIFFENER OOOUoUOUOQo00C) 17� F a D'000000 oaoOoao.O k PLYWOOD TRUSS Kx 10000000 O0Oo()000 °s` (.-a,;. _ _ STIFFENER PROPOSED EXTERIOR Project: STUCCO WALL �000000`0O0O.o.. PROPOSED EXTERIOR TJI BLOCKING ° °° 4452 Pecon is Bay �°; STUCCO WALL 11 ° FOUNDATION WALL 4452 Great Peconic Bay Blvd, Laurel, NY 11948 TJI BLOCKING g INSULATION :3" HIGH DENSITY a•,n SPRAY FOAM x ---- - g Project No.: FOUNDATION WALL I I I a I - - I R-02 SPRAY FOAM 3" HIGH DENSITY T = Seal/Signature: —III III—III •. - , -. — , III I - . .a =a- g o) -`J- P _ _ — I —III�III BITUMOUS WATERPROOFING = ®R co BITUMOUS WATERPROOFING — _ ° -� I :4'.- ° a — —I---- . -" ; 8• - k 6" FOUNDATION DRAIN �,, ". _ •:.° 'I—_ � � `i � 397 OF t4 �: < BASEM_ T BAS_EM T � BASEM T ffi ®/ 17' - 1 1/1 �� }- —�-{ �— 4. — — ' - 1 1/ "oOoQ a. 17 - 1 1/1 : ` - :� °. . . 00 0 I II n " ° 0:00�00o�o.OoO.o.0o0o:Do Oo 00: OoOo�oOo0o0 O�Oo0o0opcOaOopo oOo0o0o�oDo a0o0o�o0oOoDoOgO00oDo0o0o0000�0 oDoDaDo�o0o0oDo0o0o0 e oc O000OnO000O_o0o0o0oQoO000OnO000 000000000000000C QOQOQOQOQOQ 000OQOQ�QOQoQOQOQOQOQOQOQ-OQOQQQ Qo00000000000oQO0oQa =` = oC o 0 o c o 0 0 0 o c o O O O O O O Oj Date:d° 0 0 o a o 0 0 0 o b o 0 0 0 0 0 0 0 0 0 e a° Q o c O 0 0 0 0 0 0 Oo0 Oo0o0o0 O O O O O O Q Oa0 O�Oo0o0o000o0o0oQflOo o Scale:a4 0 0 - .. o o a o o a o 0 o a o 0 0 0 0 0 0 0 0 0 0 o c c o 0 0. o c o O o 0 0 0 0 0 0 .o 0 0 O O. • - ° . ° O O --- ---- ------- - -- ---- —-- -- ---- - ----- --- -- ---- --- ---- ---- --- ---- ------- -------- ---- O O O _ - - O� AS NOTED 0000_00o aQo < ° ' .o 0 0 0 0 0 0 o a o o c o 0 _ I 1 — ! I c Drawing Title: ot0 00 oQaOoQoUooaC o o ° " o -- -- o — ,(0000o Oo0©0000000c _ —_ — WALL SECTIONS N Oco o 0°^�.e • -nao�°DOO�aOo°QO°c 66 of U' oOQOo It Drawing No.: N O N N N co 3 WALL SECTION - 6 n WALL SECTION - 5 n WALL SECTION - 4 e 3/4" = 1'-0" 3/4" = 1'-0" ■ NOTES (CAPITCHED ED TIL EPDM O ROOFRAINS p (D.2 E STAINLESS METAL COPING ROOF W/DRIP EDGE — — — DRAWING ISSUE NO. DATE ISSUED FOR 46' - 4" I I 1 3/4" CEDAR SIDING 2 3 4 NEW STEEL BEAM, 5 SEE STRUCTURE I EXTERIOR TRELLIS 6 3/4"CEDAR SIDING 8 9 1O 11 12 DRAWING REVISIONS I I NO. DATE REVISION 1 CURTAIN WALL, 2 SEE WINDOW SCHEDULE 4 5 N 6 r F 7 4 8 I I 9 10 11 12 I • I I I I KEUKA STUDIOS THIS APPLICATION IS APPROVED ONLY FOR WORK THE ITHACA STYLE CABLE RAILING INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 6 MIL EPDM ROOFING TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 6 MIL EPDM ROOFING I I PITCHED TO ROOF DRAINS ACCORnANCF WITH APPLICARLF CODES- PITCHED TO ROOF DRAINS STAINLESS METAL COPING W/DRIP EDGE STAINLESS METAL COOPING STAINLESS METAL COPING TERRACE WOODEN DECK W/DRIP EDGE W/DRIP EDGE W/ROOF MEMBRANE I 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS Designer: -1 _. --- - � - co - - - -----_ 1 ISAAC - RAE -_ — - I r r 430 Main Street Green port, NY 11934 1 I r I TJI JOIST, SEE STRUCTURE TJI JOIST, SEE STRUCTURE TJI JOIST, SEE STRUCTURE P 2ND FL _ L_ND FL. _ 2ND FL. T. 347-276-6093 E. clay@isaac-rae.com 35' - 2" "XI 35' - 2" 35' - 2" - L L L LVL HEADER, SEE STF RUCTURE L L L LVL HEADER, SEE STRUCTURE LVL HEADER, SEE STRUCTURE — vv vvv vvv L L L ' R-6 ZIP SYSTEM R-SHEATHING L I IL L L Applicant of Record: R-6 ZIP SYSTEM R-SHEATHING WINDOW HEAD SUPPORT SEE STRUCTURE ALUMINUM WINDOW ALUMINUM WINDOW � CURTAIN WALL, SEE WINDOW SCHEDULE ' I SEE WINDOW SCHEDULE SEE WINDOW SCHEDULE I � - 4 SeCtlOrl 2 - CallOut 3 5 1/2"THICK COMFORTBATT 3/4" _ .1'-0" i THERMAL BATT INSUILATION R23 3/4"CEDAR SIDING I 3/4"CEDAR SIDING 5 1/2"THICK COMFORTBATT ` THERMAL BATT INSULATION R23 ENGINEERED WHITE OAK 2x6 WOOD WALL FRPNMING FLOORING 2x6 WOOD WALL FRAMING ENGINEERED WHITE',OAK ENGINEERED WHITE OAK GROUND FL. FLOORING GROUN FL. I FLOORING GROUND FL. 26' - 2" ° 26' - 2" __2" ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY - „< ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU TRIFORCE PLYWOOD TRUSS _ PLYWOOD TRUSS AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR TRUSS JOIST d_, STIFFENER STIFFENER PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF I e ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. PLYWOOD TRUSS TJI BLOCKING ° . . STIFFENER `_; „- ;OooO00000Ooo.00. PROPOSED EXTERIOR >OoO.QOo0o0o0oOoC Project: STUCCO WALL o 00000_oop000.00po PROPOSEDEXTERIO)R v O Oo0o0o0oQo0o0oC 4452 Peconic Ba nOo0o0oOoOoDoOo Y STUCCO WALL I ° 'l'� `�'� TJI BLOCKING II— 4452 Great Peconic Bay Blvd, Laurel, NY 11948 e° FOUNDATION WALL .q.%a I— = FOUNDATION WALL INSULATION :3" HIGH DENSITY ? ' FOUNDATION WALL q' INSULATION :3" HIGH DENSITY Project No.: SPRAY FOAM I INSULATION :3" HIGH DENSITY _ SPRAY FOAM I R-O2 SPRAY FOAM — T Seal/Signature: � I i BITUMOUS WATERPFROOFING BITUMOUS WATERPROOFING ` . ° — � Q G s Y Cd - ; ° BITUMOUS WATERPROOFING ° ° 6" FOUNDATION DRAIN �;;n p—i II397 — 6-OF t4 'XI : 6" FOUNDATION DRAkIN rpkI BASEMENT - B�ASEM_E T _ 1=1 BASEMENT 17' - 1 1/16" — "> ° . o �/ 17' - 1 1/1 — o 000 1 T - 1 1/16" ( _ ° _ ° . .° ° 0000o c ' O t o0 �Oo _ - � ` OQ 00 j OOC )000�0000000000000 ° 8; p. -d o < oO Oo °' 00 r — 6" FOUNDATION DRAIN >OoQoUoU.oO.o000ot�OC� O t 0 0 0 0 0 0 0 0 0 o Oo. .0.0 °. ; . as a . °;. I Qo< > o 0 0" o 0 0 0 0 ° O O o0< --� Date: Scale: >OOOOOOO000O2'&0O'DO ° ` o o --- O.00. - ma °, a- OOt " '' O O _ — AS NOTED ° Oat o 0 00 Os�0o0 OO — n - _ _ ` . ° 0� Drawing Title: (SECTIONS y (_ I — I I — I— OoO r , a d- '` O_ _ 00 I I- 00.0� e oo I II r —Iii�I!II i iI i I i i iI i II i Ii i — Drawing No.: N O N N Ala N co n WALL SECTION - 9 WALL SECTION - 8 n WALL SECTION - 7 3/4" = 1'-0" 0 NOTES WINDOW SCHEDULE: TAG TYPE COUNT FRAME DIMENSION(W X H) MANUFACTURER-MODEL NO. NOTE MATERIAL 1 5 ALUMINUM 3'X 6' LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION DRAWING ISSUE 2 1 ALUMINUM 8'-6"X 6' LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 2 N0. DATE ISSUED FOR 3 1 ALUMINUM 8' -4"X T-10" LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 3 1 02/13/2024 SH TOWN DOB FILING CW 4 CURTAIN WALL 1 ALUMINUM 114' X T-11" LOEWEN SEE WINDOW ELEVATION 4 FOR DETAILED DIMENSIONS 2 5 1 ALUMINUM 2"-6"X 4'-6" LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 5 6 1 ALUMINUM 2"-6"X 4'-6" LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 5 4 ' 5 7 1 ALUMINUM T-3"X 8' LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 7 6 ' 8 1 ALUMINUM 5-7"X 8' LOEWEN - 7 g 2 ALUMINUM 1' -10"X T-11" LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 9 10 1 ALUMINUM 3'-10"X 8' LOEWEN 11 1 ALUMINUM 6'X 8' LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 10 10 11 12 2 ALUMINUM 4'X6' LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 12 12 13 1 ALUMINUM 6'X 6' LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 13 OE N ERA E DRAWING REVISIONS 15 1 ALUMINUM 4'X 6' LOEWEN Y+?TEMPERED GLASS WINDOW DATE REVISION 1 5/7/2024 DEMO CLARIFICATIONS On 2 5/23/2024 REVISION 1 1 1'-0" 5'-0" REVISED 6'-0" 4'-0" 6'-0" T-10" 3 05/23/2024 -3'-8" 2'-2" 3'-8" 45 NJ N 6 7 8 9 ' 10 / 11 12 ' THIS APPLICATION IS APPROVED ONLY FOR WORK / INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL \ ` OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR \ \zo TO BE CONSIDERED AS EITHER BEING APPROVED OR IN o \ b o \ I ACr0RDANrEWtTH_APP1 dO \ \ Designer: ISAAC - RAE 430 Main Street Greenport, NY 11934 - -- T. 347-276-6093 E. clay@isaac-rae.com 14 WINDOW 14 & 15 13 WINDOW 13 12 WINDOW 12 n WINDOW 11 n WINDOW 10 11/2" = V-0" 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" Applicant of Record: V-10" 5'-7" 3'-3" 2'-6" 2'-6„ ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN \ ao ao ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING \ \ A (GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT \\ \\ TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, \ WITHOUT THE EXPLICIT WRITTEN PERMISSION OF \ \\ METROPOLITAN BUILDING CONSULTING GROUP,PC. \ \ \\ Project: 4452 Peconic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 I Project No.: WINDOW WINDOW �8 n WINDOW 7 n WINDOW �6 5 WINDOW �5 IR-02 I/2 - 1 0 1/2 - 1 0 1/2 - 1 0 1/2 = 1 0 1/2 - 1 0 Seal/Signature: 14'-0" 8'-4" 8'-6" T-0" 4'-7" 4'-7" 4'-7" 2'-2" 5'- 11" 4'-2" 4'-2" GD ApC�r.� 397 \ - p F t4 o o \ zo , ZO / / � FIXED FIXED SLIDING // / / Date: Scale: AS NOTED L Drawing Title: WINDOW SCHEDULE r J Drawing No.: v , CURTAIN WALL .4 n WINDOW 1 n �D W �3 n WINDOW �2 � �� - �� 1/2 = 1 0 1/2 = 1 -0 1/2 = 1 0 ■ 17 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 5 6 4 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 7 8 9 10 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 4'-3" (D.2 8 Designer: 1 1/2" 1" 1 I SAAC - RA E - - 3/4"CEDAR SIDING 3/4"CEDAR SIDING 430 Main Street Greenport, NY 11934 L L L r { I 'rt 1 T. 347-276-6093 E. clay@isaac-rae.com WOOD FURRING LI L L r -6 WOOD FURRING ' 1 1/2"THICK INSULATED 1 1/2"THICK INSULATED - V V V - R-SHEATHING V V V _ R-SHEATHING -- 5/8" GYPSUM BOARD /W WATERPROOFING 5/8"GYPSUM BOARD /W WATERPROOFING Applicant of Record: Li L L MEMBRANE, R-6 L L L MEMBRANE, R-6 1 LVL BEAM LVL BEAM WINDOW HEAD SUPPORT SLOPE Lr SEE STRUCTURE I WINDOW HEAD SUPPORT :;f - SEE STRUCTURE _ FORMED ALUMINUM 1 ±t CURTAIN WALL TRIM CONTINUE WEATHER RESISTIVE - -- BARRIER 3 .' - _ SEALANT AND BACKER ROD -511..0 � — SEALANT INTERIOR WOOD TRIM CONTINUE WEATHER RESISTIVE BARRIER INTERIOR WOOD TRIM I I FRAME CLADDING � � SEE MANUFACTURERS 6" 1" 1 SPECIFICATIONS I I I CURTAIN WALL 31/2" 1 112" PICTURE/DIRECT SET WINDOW I � ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. 6 SKYLIGHT ENLARGED PLAN 5 TYPICAL CURTAIN WALL HEAD DETAIL 4 TYPICAL WINDOW HEAD DETAIL Project: 3„ = 1�-0" 3„ = 1'-0" nD2 4452 Peconic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 6" 3 1/2" 1 1/2" (Project No.: 1 — I R-02 INSULATED SKYLIGHT GLAZING Seal/Signature: PICTURE/DIRECT SET WINDOW I � EXTERIOR I 1 SLOPE SKYLIGHT MULLION 2" I SELF-ADHERED FLASHING �_----- �' CURTAIN WALL I ( fl ApC� SST FLASHING \ \ CURTAIN WALL SILL FRAME CLADDING INTERIOR WOOD TRIM I I SUPPORT BLOCK y SILL PAN I I SEE MANUFACTURERS SPECIFICATIONS 6 MIL EPDM ROOF SEE MANUFACTURERS MEMBRANE SPECIFICATIONS CANT 3/4" ENGINEERED WHITE OAK SEALANT AND BACKER ROD �,'� 397g1 FLOORING ON 3/4" PLYWOOD SELF-ADHERED FLASHING SUBSTRATE SUBFLOOR 1.__ I �OF NEB SKYLIGHT TAPERED RIGID POLYISO ROOF TERRACE 5/8"GYPSUM BOARD !-r_ r INSULATION WOODEN DECK BLOCK SILL SUPPORT CURB WOOD _ BLOCKING N I - 1 1/2"THICK INSULATED b 3/4"SHEATHING -- TAPERED ROOF Date: Scale: DECK SURPPORT I I R-SHEATHING AS NOTED LVL BEAM AT SKYLIGHT OPENING L L L I /W WATERPROOFING SEE STRUCTURE TAPERED RIGID POLYISO I I ' MEMBRANE, R-6 Drawing Title: n- V V V INSULATION I -' '- WOOD FURRING WINDOW/SKYLIGHT DETAILS N LVL BEAM I I + t o L L SEE SWINDTRUCTURE CITURELL PPORT — - i - 3/4 CEDAR SIDING r Drawing No.: � I N O N N N "' 3 SKYL.IGHT SECTION DETAIL 2 TYPICAL CURTAIN WALL SILL DETAIL 1 TYPICAL WINDOW SILL DETAIL �. � mill no 1p!7711! 7 MOTES T CA I DRAWING ISSUE 3/4" CEDAR SIDING WOOD FURRING NO. DATE ISSUED FOR I 1 -,T. , . LVL BEAM .-; a_. 3/4"CEDAR SIDING 2 WOOD FURRING L L L WINDOW HEAD SUPPORT SEE STRUCTURE L I L L ._, 1 1/2"THICK INSULATED 3 1 1/2"THICK INSULATED !_- R-SHEATHING 4 R-SHEATHING } V V V -+- /VN WATERPROOFIING 5 i:�: /VV WATERPROOFING V V I V 5/8 GYPSUM BOARD MEMBRANE, R-6 MEMBRANE, R-6 — fit. 1-4 6 I-.. . CONTINUE WEATHER RESISTIVE L L L L L L i - i LVL BEAM 7 BARRIER WINDOW HEAD SUPPORT SEE STRUCTURE 8 i 9 SEALANT AND BACKER ROD SEALANT 10 FRAME CLADDING Ir INTERIOR WOOD TRIM BARRIER 12 r-LRRIER CONTINUE WEATHER RESISTIVE 11 SEE MANUFACTURERS SPECIFICATIONS AWING REVISIONS NO. DATE REVISION 1 I 2 EXTERIOR OUTSWING SLIDING DOOR 3 ALUMINUM DOOR 4 5 6 7 8 I 9 EXTERIOR DOOR SCHEDULE: 10 I 11 TAG LOCATION COUNT MATERIAL FRAME TYPE DIMENSION(W X H) MANUFACTURER-MODEL NO. HARDWARE TYPE NOTE 12 D1 SOUTH ENTRY 1 ALUMINUM SLIDING DOOR 20'-3"X 8' LOEW EN TBD EXTERIOR 2 PANEL GALSS SLIDING DOOR 4'-6"X 8' THIS APPLICATION IS APPROVED ONLY FOR WORK D2 2ND FL SOUTH 1 ALUMINUM SLIDING DOOR 24'-5"X T-11" LOEW EN TBD EXTERIOR 2 PANEL GALSS SLIDING DOOR 5'X 8' INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL TYPICAL GLAZED DOOR HEAD DETAIL n TYPICAL SLIDING DOOR HEAD DETAIL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 8 3" = 1'-0" 7 3" = 1'-O" D3 NORTH MUDROOM 1 ALUMINUM OUTSWING 1 3'-6"X 7'-3" TBD PAINTED HOLLOW METAL DOOR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN D4 NORTH ENTRY 1 ALUMINUM OUTSWING 14'-6"X T-10" LOEW EN TBD ACCORDANCE WITH APPI ICABI IF CODES I G EXTERIOR DOOR SCHEDULE 1/2" = 1'-0" Designer: 3'- 10" I SAAC - RA E I I I I SLIDING DOOR 3'-6" 430 Main Street Greenport, NY 11934 T. 347-276-6093 E. clay@isaac-rae.com � I I EXTERIOR OUTSWING I �' ALUMINUM DOOR SILL ( ' Applicant of Record: 3/4" ENGINEERED WHITE OAK FLOORING ON 3/4" PLYWOOD SELF-ADHERED FLASHING ,' \ SUBFLOOR ` ROOF TERRACE 3/4" ENGINEERED WHITE OAK I WOODEN DE:,K o ` --- FLOORING ON 3/4" PLYWOOD w co \ GROUND► FL. suBFLooR _ 2. - - ., . � •°: e° .- , L Z-- TAPERED RCOF DECK SURPPORT ' p I a a 1 SLIDING DOOR SILL I L L i L SUPPORT BLOCK TAPERED RIGID P(OLYISO \ INSULATION a$ a d a•°, "\., ''-.ptl:. . LVL BEAM <a WINDOW SILL SUFOPORT ' PLYWOOD TRUSS STIFFENER I SEE STRUCTURE PER MANUFACTURERS A° • e ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN SPECIFICATIONS ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE LLC &COFFEYARCHITECTURE P.C. TYPICAL GLAZED DOORSILL DETAIL 5 TYPICAL SLIDING DOOR SILL DETAIL n EXTERIOR GLASS DOOR n EXTERIOR HM DOOR 6 3" = 1 -0" 3" = 1�-0„ 1/2" = 1'-0" U 1/2" = 1'-0" Project: 4452 Peconic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 1194E 20'-3" Project No.: 24'-s" 10 I R-02 4'-8" 0'- 10" 9'-3" 0'- 10" 4'-8" 4'-6" 4'-6" 4'-10" 4'- 10" 4' - 10" 4' -6" 4'-6" Seal/Signature: �y lie ARC o r 3976� �0 T SLIDING DOOR FIXED SLIDING DOOR FIXED FIXED FIXED SLIDING DOOR SLIDING DOOR FIXED OF 14� e Date: Scale: AS NOTED 75 Drawing Title: DOOR SCHEDULE AND DETAILS 00 N O n EXTERIOR SLIDINIG DOOR 2 EXTERIOR SLIDING DOOR 1 Drawing No.: o 1/2" = 1'-0" 1 1/2" = 1'-0„ N N N A � bl C") F2000 0 O'd -p THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. 25'-5" 16'-0" 8'-4" /'° h``� `�•�' y°} 5'-8" 7'-0" 8'-1" 4'-8" UP .yr ti E k 19R AM * � ARCH ITECT '-0" 9'-0" REMOVE EXISTING STAIRS FOR � ,tom��.� � NEW STAIRS. PROPOSED STAIRS TO HAVE A MAX RISER HEIGHT _ ..' 20 1 OF 7" & A MIN. TREAD OF 11". II LANDING OI RAMP UP F to " I I REVISIONS DESCRIPT ION UP 34.5" HIGH HAND RAIL 44" MIN STAIR WITH IN ' 7 9 25 EDITS PER BUILDING DEPT. ACCORDANCE W/ SECTION 11011.2 I I 8/15/25 EDITS PER BUILDING DEPT. 2/14/26 EDITS / UPDATE STRUCTURE. a EXISTING I 2/14/26 EDITS / UPDATE STRUCTURE. 0 0 CONCRETE PATIO a I 5/7/26 AS BUILTS FOR CO. FF — I RAMP � — N = - in 3'-8" REMOVE EXISTING ROOF FOR PROPOSED BALCONY -0" CONSTRUCTION - UP TOP OF DECK IS (D UNIT 1 STORAGE = 8"X8" POST WRAPPED 21.5" ABOVE TOP EXISTING EXISTING j� HEADER PER SELECTION OF OF CONCRETE BILCO DOORS OWNER = PATIO = BATHROOM 36" HIGH HAND TO REMAIN 9 " TJI 230 0l Z r LINE OF ROOF ABOVE RAIL (TYP) = z PROPOSED I 2"x4" BOX GIRDER = ® 16 OC. ° I I = w 0D PROPOSED 7 DECK I � o '�°� I I = DECK `° = 36" HIGH HAND RAIL Y o_O w 7'-10" TO BOTTOM " w �2�3046 I xl '' 0o� (2)3046 6'_9" OF DROPPED 7_4 INTEGRATED INTO 42" HIGH c.4 EG HEADER N GUARD RAIL PER NYS RESS RESS `x1o" �, BUILDING CODE (TYP) 477� - -- - EXISTING (2) 9 ML HEADER O� (2) 9 ML HEADER UNIT 2 to I N 'S STORAGE cv y0� 4'-0" 14'-4" 11'-6" LINE OF NEW SELF CLOSING CAGE STORAGEJ CEILING HEIGHT 8'-4" - CONSTRUCTION (TYP) UNITS o PROPOSED LIVING PROPOSED O I (0 '0 UNIT 3 STORAGE 8'-0" BEDROOWROO LO REMOVE EXISTING DOO ' OSMOKE & INFILL WALL STUD S `DETECTOR M I 3 T 9" CONSTRUCTION - UNIT 3 .. ; ; a? C — EXISTIN 713 SF (�/ a 2 BEDROOM �O�° of p- LINE OF NEW EXISTING o ® LL_ o o WALLS TO REMAIN (TYP) �.� I— N I ACCESSIBLE UNIT �O ��. _ �F` J U SEE DETAIIL FOR ICC/ANSI 117.1 2009 COMPLIANCE �6 �0 w OCCUPANCY R s'-2" %0 I EZH 20 SPLIT 0 z r-, BI-LEVEL DRINKING I— OCCUPANT LOAD: 4 _ _ _ _ �00 I FOUNTAIN MODEL L 5'-0` 3'-0` (V CLOSET. 125 M EXH ST J I I LZSTL8WS - ---------- --- _ FAN T RI OR t a - I O SMOKE c� W :D 0 L ~DETECTOR 1 HOUR FIRE RATED WALL (UL U305) C If- CARBON o 1° � 0 1-LAYER OF J" SHEET ROCK ON o ©`-MONOXIDE 0 ^�O PROPOSED j 2"X6" WALL STUDS WITH ROCKWOOL Q — I DETECTOR 1 BATHROOM 0D INSULATION WITH 1-LAYER OF �" = SHEET ROCK ON RESILIENT CHANNEL w =1 14'=4" I� 3-6" 8'-0" ;� BARRIER ER (SEC.BE 707E)D AS A FIRE w w U �, ow Z o z POST TO BELOW I y iof o U o Woo- s� I—I — —LO RETAIL 1564 SF 9'-7 o 0 u�0o 3 o OI w o a®H `° �N I = I ( o I OCCUPANCY B/M (n fT, W 3 L,x I I OCCUPANT LOAD: t C) ® (� f -J =w I 1r, �► 1 w ®Of� IINEIOF LAYI GROUP B: 11 CL o o 0.r EILI G I 3_8 GROUP M: 26 `� I n = PROPOSED d 3 cr o W, o I 5" STANDARD STEEL PIPE COLUMN BEDROOM J 6'-5" I— " Lo X rn ON A 36 X36'X18" DEEP POURED �/J OS SMOKE 3 CONCRETE FOOTING. DETECTOR0) a =Ir to 2 S ?o ROPOSED a = 1 HOUR FIRE RATED WALL (UL U305) S 1fl'-0" �'p0 �0 2'-0 o BATHROOM ory 0 1-LAYER OF SHEET ROCK ON = N 2"X6" WALL STUDS WITH ROCKWOOL 7'-5" INSULATION WITH 1-LAYER OF SHEET ROCK ON RESILIENT CHANNEL BUILT INS 0 TO BE CONSTRUCTED AS A FIRE 1 HOUR FIRE RATED WALL (UL U305) t, BARRIER (SEC. 707) ELF CLOSING _ 00 3 Ijr in 21'-3" 16R = 23'-2" a o � I 11 7 8 " TJI 560 ® 16" OC. D 11 7 8 " TJI 560 ® 16" OC. FINISHED N o 1 HOUR FIRE RATED WALL (UL U305) 1-LAYER OF J" SHEET ROCK ON STORAGE CEILING HEIGHT 7'-8" 2"X6" WALL STUDS WITH ROCKWOOL FIRE DOOR TO BE SELF INSULATION WITH 1-LAYER OF CLOSING & SELF LATCHING IN 1 no SHEET ROCK ON RESILIENT CHANNEL o a o TO BE CONSTRUCTED AS A FIRE r1 COMPLIANCE WITH SEC 716.2 M ARRIER (SEC. 707) _ _ Charles M. Thomas P5 5 1270 1270 P5C 55 1270 1270 LINE OF EXISTING WALL TO BE-1 I a r C I1 I t G' C t T P TE P I REMOVED I COVERED ENTRY COVERED ENTRY PO BOX 877 JAf�ESPORT, NY 11947 516 702-3519 i I I � v PROJECT (2) 11 7/8 LVL 36" HIGH AND RAIL I (2) 11 /8" LVL I - - - - - - - — P5055 - - - - - P555 - - - RAMP ro COMPLY W THE TEWlP TEVIR 2020 BU LDING CODE CIF NYS o UP & ICC ANSI 117.1 2009 EITHER ERI F RAMP GSDE OH HAND RAIL F STANDARD 60% OF PUBLIC ENTRANCES ARE TO BE ACCESSIBLE IN MAX SLOPE OF 1:12 ACCORDA CE TO SEC. 1105.1 MAX CROSS SLOPE OF 1:48 PROPOSED FIRST FLOOR PLAN DATE: 4/7/25 5'-5" 7'-6" 7'-6" 10'-24" 4'-31" 2'-101" 7'-4A" 4'-7j" DRAWING BY. MC L PROJECT No. CHK BY. DWG No. P FIRST FLOOR PLAN _ _- ---- 0- 003 00 1 SCALE: 1/4" = 1'-O" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IIN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. INTERIOR WALL ASSEMBLY � ' �� . °"- UL DESIGN: U305 r s ^' '�" . C„ BEARING WALL RATING- 1 HOUR I �� erg �.a-.;_`~ .�tir'+',�.1 �T �:�, nJ w.. Olt 10 V I" . ;::, 0 1.! 1 39A T REMOVE EXISTING STAIRS FOR `'•---- cJ AHI TO HAVEINEW PROPOSED R C T ECT A MAX RISER HEIGHT of �� OF 7" & A MIN. TREAD OF 11". — 2 3 REVISIONS DESCRIPT ION r1. Wood Studs -MIN. Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. r — — — 2. Joints and Nail-Heads -Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when 7/9/25 EDITS PER BUILDING DEPT. square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified I- veneer baseboard with the joints reinforced with paper tape. Nailheads exposed or covered with joint compound. 8/15/25 EDITS PER BUILDING DEPT. r3. Gypsum Board* -5/8 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in 2/14/26 EDITS / UPDATE STRUCTURE. N L widths other than 48 in., gypsum panels are to be installed horizontally. 4. Steel Corner Fasteners -(Optional) -For use at wall corners. Channel shaped, 2 in. long by 1 In. high on the back side with two 1/8 in. 5/7/26 AS BUILTS FOR CO. I _ _ _ I STEEL wide cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge galv steel. Fasteners applied only to the end or cut edge 49'-9" STAIR (not along tapered edges) of the gypsum board, no greater than 2 in. from corner of gypsum board, max spacing 16 in. OC. Nailed to 25'-5" 16'-0" - — — — adjacent stud through tab using one No. 6d cement coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate using No. 6d cement coated nails. 20'-9" 4'-8" 7'-8" 4'-4" 4'-0" 1'-10" 6'-6 5. Batts -Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities. When Item 6A is used, glass fiber or mineral wool insulation shall be friction-fitted to completely fill the stud cavities. 6. Resilient Channel -Optional -Not Shown -For use on one side of the wall - Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. 44" MIN STAIR WID-TH IN When resilient channels are used, insulation, Items 5C or 5D is required. INE OF EXISTING WALLS BELO 3' 8"— 3'-8 ACCORDANCE W/ 8. Caulking and Sealants -(Not Shown, Optional) -A bead of acoustical sealant applied around the partition 3 l SECTION 11011.2 perimeter for sound control. 9. ma l STC Rating -The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except: 1 '-O" v' 3 7' 36" HIGH HAND RAIL A.Item 2, above -Nailheads Shall be covered with joint compound. � B.Item 2, above -Joints As described, shall be covered with fiber tape and 'pint compound. o I o PR POSED 3:: a INTEGRATED INTO 412" HIGH C.Item 5, above -Batts and Blankets* The cavities formed by the studs shall be friction fit with R-19 unfaced fiberglass insulation butts BAL ONY I I GUARD RAIL PER NIYS measuring 6-1/4 in. thick and 15-1/4 in. wide. 00 I 00 Z a I PROPOSED ^ BUILDING CODE (TY'P) D.Item 6, above -Steel Framing Members* Type RSIC-1 clips shall be used to attach gypsum board to studs on either side of the wall �EF-MOVE EXI NG ROOF FOR UJ I I LANDING I assembly. PROPOSE BALCONY w o I co LINE OF EXISTING D)ECK E.Item 8, above -Caulking and Sealants (Not Shown) A bead of acoustical sealant shall be applied around the partition perimeter for sound CONSTRUCTI (SEE DETAIL) w ao I I I TO BE REMOVED o control. oa-- F.Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 5B) and Steel Framing Members (Item 6A), not evaluated as alternatives for w a I obtaining STC rating. �21 Z I FIRE DOOR TO BE SELF 6R 56 (2) 46 '' I I O — CLOSING & SELF LAiTCHING IN (2) 9 ML HEADER 2 9 ML HEADER COMPLIANCE WITH SEC 716.2 EXISTING WINDOW T(0 BE LINE OF EXISTING REMOVED. INFILL WALLS TO REMAIN o I l CONSTRUCTION (TYP) 14'-2" 11'-0" F-113'-9" J 4'-6" z0f olI UJ PROPOSED ' 3 =I = ¢0 w o o® ml n BEDROOM o PROPOSED Z F- a: 3 LIVING W all c� c� 3 o SMOKE w Z J Z l 0 O--DETECTOR ZI a o_o- Z N XISTING FOUNDATION WALL UNIT al �Qo �I l TO REMAIN z LINE OF NEW l 3 CONSTRUCTION (TYP) 22 SF 1 BEDROOM o aI o 0 W X o oQ In o OCCUPANCY R ZI Z o00 zI 0 I o� W u J < �° OCCUPANT LOAD: 3 J moo- JI D Zo ® ry I I I I = w ?O o o _� I u o_� 4 EXISTING BILCO En I- �— N O 01 o I TO REMAIN w o _ o SMOKE 7-0" MI . CORRIDO I 0 a Z I I 70 Lo l x o O`-DETECTOR o - - WIDTH 36' a 3> l N S�CLOOSET. CARBON C l DW (SE TION 1020.2) D C --MONOXIDE I w TO6 DETECTOR I W H STEP DOWNto N DR R. EXISTING FOUNDATION O �4' o I WALL TO REMAIN — ti0 CLOSET? I co I— EXISTING I— W 1 HOUR FIRE RATED WALL UL U305 iv POST TO BELOW OS d O FOUNDATION WALL ( ) 125 CFM EXHAUST Q 1-LAYCER OF J" SHEET ROCK ON 0 — — 20 „00 I _I 0 TO REMAIN ' I_1_ z FAN TO EXTERIOR I rod tv� �� EXISTING LALLY 2"X6" WALL STUDS WITH ROCKWOOL i0 jy�1 E ao F F oo Z COLUMN (TYP) INSULATION WITH 1-LAYER OF �" 8' ° — � � � � — � I UJ � W O SHEET ROCK ON RESILIENT CHANNEL 2'-2" REF. CLOSET. 4'_0" to �cv w� I— 1 TO BE CONSTRUCTED AS A FIRE x) 2'-2" I I —� �" I � Q 0/- 1 BARRIER (SEC. 707) W H w zLr)0 I 1 HOUR FIRE RATE HOUR FIRE RATED 00� DR R. J� EXISTING LALLY ' EXISTING D ( ) WALL (UL U305) ALL (UL U305) 0 " COLUMN (TYP) COLUMN (TYP) ZZ DN I U 1-6" 5'-0" -8" 2-0" — — — — - - — — — — — — — — �— — — — — I.1__I W�I II 16R �2 �� lI O Q � I- 0 oI o l �6 J II EXISTING WINDOW T(0 BE W EXISTING FLOOR \\ EXISTING FLOOR W JOISTS TO REMAIN JOISTS TO REMAINIn z of REMOVED. INFILL =N o I N I I Q �o II CONSTRUCTION I 25 CFM EXHAUS7oo I o io O L Z N FAN TO EXTERI �S �• I I Iry - 36" HIGH HAND RAIL F- s ,� 3 I EXISTING rnrn FINISHED INTEGRATED INTO 42" HIGH X l DETECTOR � wC I SMOKE 0 of UNFINISHED o X VJ Q ' I STORAGE BUILDIGUARDNG ACODE (TYP)IL PER NYSw w I J ml I BASEMENT 312:M 3 CARBON C0 ® (n 2 M Z 1 0`MONOXIDEDETECTOR �rOO� 3 I 2 TO REMAIN z� v/ s I l UNIT 2 , I NII s X L_ - _ II l o ( 421 SF STUDIO I W 0) � l w EXISTING II I� I 1 OCCUPANCY R I o I oI - - - (TYP) I N OCCUPANT LOAD: 3 � �' =1 l � F COLUMN TYP II -EXISTING WINDOW T(0 BE s l REMOVED. INFILL 3_3 (✓� I I 6� I L I EXISTING GIRDER TO 1 II CONSTRUCTION I o r REMAIN Z � 1 II v I = 00 I I EXISTING Z I- SLAB z EXISTING FOUNDATION 3 I I I I WALL TO REMAIN EXISTING wX in o TO REMAIN COLUMN (TYP) PROPOSED a I EXISTING LALLY of I LIVING o I ( COLUMN (TYP w dl 25'-5" ( 1 '-10" z_ I l ---�— - - $—-—♦- o I J EXISTING GIRDER TO 5"-4" PLATE HEIGHT 5'-4" PLATE HEIGHT 5'-4" PLATE HEIGHT 4"X4" POST (2) 11 �" ML HEADER 4"X4" POST l I REMAIN _ - - - Charles M. Thomas — T MP O W — � O AX251 — — J BOX OUT AS SHOWN FWG_8A68 AX251 BOX OUT AS SHOWN Z 0O a r C Il I t e C t SO THAT TOP OF THE F- CU I PROPOSED 0 F- (3 SO THAT TOP OF THE l Ffflt� LEMMA OUT AREA COVERED .1 0 FV) o) LINE F EXISTING TEMP TEMP AX251TEMP BOXEDBELOW WINDOW ? 3 BALCONY "' 3 0) 2 BOXEDBELOW WINDOW IS I X V) PO BOX 877 JAMESPORT, NY 11941 (516) 702-3519 - ROOF OVERHANG PROPOSED PROPOSED PROPOSED I "AX251" (o x "AX251" w O DORMER DORMER DORMER LINE OF 8'-0" iv ® a ® INE OF 8'-0" I I EXISTING FOUNDATION HIGH WALL x PROPOSED N HIGH WALL FLAT ROOF — ALL TO REMAIN PROJECT L — — — — ALF WALL HALF W — — J 36" HIGH HAND RAIL HEADER INTEGRATED INTO 42" LINE OF EXISTING WA L BELOW HIGH GUARD RAIL PER TO REMAIN 2'-0" 2"-0" 2'-0" 2'-0" 2'-0" 2'-0" NYS CODE 7,-3" 7'-3- 3'-5- 4'-0" 3'-6" 4'-0" 3'-6" 4'-0" 14'-6" 2 PROPOSED SECOND 49-9" n FLOOR PLAN & EXISTING FOUNDATION PLAN FOUNDATION WALL TO REMAIN DATE: 4/7/25 EXISTING PROJECT No. SLAB DRAWING BY. MC TO REMAIN CHK BY. EXISTING FOUNDATION DWG No. WALL TO REMAIN P SECOND FLOOR PLAN P FOUNDATION PLAN 4OF7 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, XS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHIOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 77 DRAWING ISSUE GENERAL STRUCTUR AL NOTES N0. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION A. DESIGN LIVE LOADS F. STRUCTURAL STEEL I. MISCELLANEOUS 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 4 STRUCTURAL MEMBER5 HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING 1 . ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy = 50 KSI. I . ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NEW 5 LIVE LOADS IN ACCORIDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B (Fy = 4G KSI) YORK STATE. 6 3. STEEL WORK SHALL CONFORM TO "SPECIE►CATIONS FOR STRUCTURAL STEEL BUILDINGS - 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM s 1 . BUILDING CATEGORY: II ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN% OF THE AMERICAN IIN5TITUTE OF EXECUTING ALL THE WORK IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 9 2. IMPORTANCE FACTOR: WIND (LW) = 1 .0 STEEL CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE AND ALL LOCAL REGULATIONS HAVING JURISDICTION. 10 SNOW (1-5) = 1 .0 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY 11 SEISMIC (LE) = 1 .0 4. CONNECTION BOLTS SHALL BE 4" DIAMETER CONFORMING TO ASTM A3,25, TYPE X. SUBCONTRACTOR OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. 12 3. WIND LOAD: 130 MPH BASIC WIND SPEED INSTALL EACH BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD, WHICHEVER IS 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OK VARIANCE DRAWING REVISIONS WAND EXPOSURE: B TURNED FOR TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE "SNUG TIGHT" APPROVAL. VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.55 ONLY UNLESS OTHERWISE NOTED. NO. DATE REVISION DI RECTIONALITY FACTOR, KID: 0.85 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS J. COORDINATION 1 GUST EFFECT FACTOR, G: 0.85 ON THIS PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. 2 NTERNAL PRESSURE COEFFICIENT, GCPI: ±0. 1 8 3 I G. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING I . THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER 4 4. SEISMIC: 5EI5MIIC DESIGN CATEGORY: B OPERATORS WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE OF ANY CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEA5UKEN1ENT5 AND BE RESPONSIBLE 5 5D5 = 0. 171 "STRUCTURAL WELDING CODE" AW5 D 1 . 1 OF THE AMERICAN WELDING 5)OCIETY TO FOR THE SAME. 6 SD I = 0.07G PERFORM THE TYPES OF WELDS REQUIRED ON THIS PROJECT. 7 5. FLOOR LIVE LOAD:: 40 P5F 7. ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS GENERAL NOTES: 8 G. GROUND SNOW LOAD: 20 P5F THAN 3 INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE 9 7. ROOF LIVE LOAD: 20 PSF WASHER WITH EACH ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUIMNS TO BE 1 . THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AND MAKE SAFE ALL 10 11 ERECTED AND LEVELED WITH LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. FLOORS, ROOFS, WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 12 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE THIS APPLICATION IS APPROVED ONLY FOR WORK B. CONCRETE 2.0 MILS DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL APPROXIMATE AND ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR SHALL VERIFY ALL INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 55FC PAINT 2, 13 OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR CUT EDGES AND SERIOUS ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN ON THE I . ALL CONCRETE SHALLL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS TO BE CONSIDERED AS EITHER BEING APPROVED OR IN FOLLOWS: 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNILE55 OTHERWISE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR EVALUATION PRIOR TO START ACCORDANCE WITH APPLICABLE CODES. a. FLOOK SLABS, WALLS 4,000 PSI NOTED. OF FABRICATION. b. ALL OTHER CONCRETE WORK 3,000 PSI 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHIANICAL, ELECTRICAL, 2. ALL CONCRETE WORRK SHALL CONFORM TO ACI 3 18 AND ACI 301 . G. STRUCTURAL LUMBER AND PLUMBING, ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE (REPORTED TO THE Consultants 3. CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JK. FLOOK SLABS ARCHITECT IMMEDIATELY. SHALL BE I . STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, 0)K BETTER, UNLESS 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, FABRICATION, AND FI°�IFICerhg C1CCS, ° CLASS 2. OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PKI.OPEKTIE5: ERECTION PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. t4lh 'fey innovation meets racti a.hTy 4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON a. Fb = 850 PSI 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE NEWYORKCITY: DRAWINGS, AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. b. Fc (PERPENDICULAR) = G25 PSI STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 5. CONCRETE SHALL 113E CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS c. Fv = 95 PSI 630 FIFTH AVE., SUITE 2000 SPECIFIED IN CHAPTER 12 OF ACI 301 . d. E = I ,000,000 PSI GENERAL CONDITIONS: NEW YORK, NY G. SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. LONG ISLAND: 7. PLACE 1/2" EXPAN511ON JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL 2. ALL PRESSURE TREATED LUMBER SHALL BE No. 2 SOUTHERN YELLOW (PINE, OR BETTER, I . ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE SURFACES UNLESS OTHERWISE NOTED. WITH ACQ (ALKALINE COPPER QUATERNARY) TREATMENT. 100 DUFFY AVE., SUITE 510 -#0928 3. PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BEETWEEN ALL NUTS REQUIREMENTS AS SPELLED OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES HICKSVILLE, NY 11801 FOR ITEMS WHICH MAY PERTAIN TO THEIR TRADES. FAILURE TO READ THESE NOTES DOES NOT C. REINFORCING STEEL AND WOOD. PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR REQUIREMENTS. QUESTIONS WILL BE FLORIDA: 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVIING A DIAMETER CHEERFULLY ANSWERED BY THE ENGINEER. P.O. BOX210 1 . BARS SHALL BE ROILLED FROM NEW BILLET-STEEL CONFORMING TO ASTM AGI5, GRADE NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BIOLT OR SCREW. 2. ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL TERRA XCEIA,210 FLORIDA, 34250 00. AL; LAG BOLTS AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND 2. WELDED WIRE FABRICCONDITIONS TO BE MET BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE SHALL CONFORM TO ASTM A 185 OR ASTM A497. UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. PHONE: PROJECT REQUIREMENTS SHALL NOT CONSTITUTE AN EXCUSE FOR ERKOR:-? C.'R OMISSIONS NOR 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING I JUSTIFY A REQUEST FOR EXTRA COMPENSATION. CELL: (631) 560-0259 5. THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE ;32 TO I G INCH MANUAL", PUBLICATION SP-60. LARGER THAN THE BOLTS. 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL McA.:.;IJREMENTS ON JOB AND FAX: (631) 938-0784 4. REINFORCING STEEIL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO G. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A3G. SHALL BE RESPONSIBLE FOR SAME. PLACING CONCRETE. 7. PLYWOOD SHALL BE C-C EXTERIOR DFPA GRADE MARKED OR EQUIVAILENT, OF THE 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL GOVERNING 5. PROVIDE BARS AT (CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS THICKNESS SHOWN ON THE DRAWINGS. AUTHORITIES. LONGITUDINAL BAK:S IN FOOTINGS 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, ARCHITECTURAL, AND 9. ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS MECHANICAL DRAWINGS. Applicant of Record: D. TYPICAL CONCRETE: REINFORCING BAR DETAILS INCLUDING BUT NOT LIMITED TO NAILS, ANCHOR BOLTS, CONNECTION) BOLTS, NUTS, G. ALL OPENINGS IN WALLS, FLOORS, ROOF, ETC. TO BE LOCATED AND SIZE) AS PER MECHANICAL AND WASHERS, LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCOKG)ANCE WITH THE ARCHITECTURAL REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUG?11RAL AND ARCHITECTURAL ISAAc - RAE G MIN NOTES: ASTM STANDARD FOR THAT ACCESSORY, ASTM A2 13, A 153 OR OTHIEK. DRAWINGS. 430 MAIN STREET 1 I • LAP - SEE G.S.N. 10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PK(ODUCT5 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN GREENPORT, NY 11934 2. MAXIMUM 1/5 LAP BUT NOT MORE THAN G". PRODUCED BY THE 51MP50N STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR INSTALLED AND IS STRUCTURALLY SOUND. T. 347-276-6093 E. clay@isaac-rae.com BAR OFFSET 3. WIRE TIES. EQUIVALENT PRODUCTS. 8. ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED 6Y HILT CORPORATION OR 4. 1 d ( I " MINIMUM). 1 1 . ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MIINIMUM APPROVED EQUAL AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, INCLUDING ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET 5. RADIU5=3d FOR BARS NOT OVER #8; 4d FOR #9, # 10 PROPERTIES: TORQUE, EMBEDMENT, LENGTH, ETC. FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. AND # 1 1 BARS; 5ci FOR # 14 AND # 18 BARS. 5d FOR a. Fb = 2,000 PSI 9. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 4 ALL GRADE 40 BARS WITH 180 DEGREE HOOK. b. Fv = 265 PSI PROPER PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES METHODS, SAFETY CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN G. 4d (2 1/2" MINIMUM). c. Fc (PERPENDICULAR) = 750 PSI AND SECURITY ON THE JOB SITE. A5E5 AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR PERMISSION OF ISA AGRAE ARCHITECTURE 7. 1 2d (90 DEGREE HOOK). d. E = 1 ,900,000 PSI LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND 8. Gd (3" MINIMUM). SUBCONTRACTORS FROM ANY AND ALL CLAIMS, LOSSES, SUITS, AN) LEGAL ACTION WHATSOEVER Project: BAR CLEARANCE 9. 135 DEGREE BEND. H. ABBREVIATIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. 10. BEND AROUND 1 1/2" PIN FOR #3 BARS. BEND 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE AT THE 4452 Peconic Bay AROUND 2" PIN FOR #4 BARS. BEND AROUND THE FOLLOWING LIST OF ABBREVIATION5 IS NOT INTENDED TO KEPRESENT ALL THOSE USED 50LE DISCRETION OF THE ARCHITECT. ACCEPTANCE OF A DEVIATION FKOM ANY REQUIREMENT SHALL 2 1/2" PIN FOR #5 BARS. ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: NOT BE CONSTRUED AS PERMITTING ANY OTHER DEVIATION. 4452 Great Peconic Bay Blvd, Laurel, NY 11948 > C A.F.F. - ABOVE FINISHED FLOOR N.I.C. - NOT IN CONTRACT Project No.: ALUM. - ALUMINUM O.C. - ON CENTER IR-02 - AND O.D. - OUTSIDE DIAMETER @ - AT OPP. - OPPOSITE Seal/Signature: O 10 O BLDG. - BUILDING PLAS. LAM. - PLASTIC LAMINATE O O CMU - CONCRETE MASONRY UNIT PLYWD. - PLYWOOD O CONC. - CONCRETE P.S.F. - POUNDS PER SQUARE FOOT 4F Ne 5 DBL. - DOUBLE P.S.I. - POUNDS PER5QUAKE INCH P'��' �sspY EA. - EACH P.T. - PRESSURE TREATED „d„ 7 3 ELEC. - ELECTRICAL KEINF. - REINFORCING DRAWING INDEX: 5 O E.P.S. - EXPANDED POLYSTYRENE R.O. - ROUGH OPENING c, ;":,_ w m �'. Q W EXT. - EXTEKIOK RUN. - RUNNER G-001.00 GENERAL STRUCTURAL NOTES 450 F.D. - FLOOR DRAIN 5HT. - SHEET G-002.00 GENERAL NOTES SCHEDULES 082359 i FT. - FEET SHTNG. - SHEATHING FO-100.00 FOUNDATION PLAN 9OPESSIO4 �� GA. - GAUGE SIM. - SIMILAR S-100.00 FIRST FLOOR FRAMING PLAN BEND * HOOK DETAILS SPLICE DETAIL GALV. - GALVANIZED S-N-L - SNAP-N-LOCK S-101.00 EXIST. FIRST FLOORCEILING FRAMING PLAN GWB - GYPSUM WALL BOARD S.M.S. - SHEET METAL SCREW S-102.00 SECOND FLOOR FRAMING PLAN H. - HIGH SPECS - SPECIFICATIONS S-103.00 ROOF FRAMING PLAN PLAN E. GROUT HORZ. - HORIZONTAL S.S. - STAINLESS STEEL S-104.00 FIRST FLOOR LATERAL RESISTING SYSTEM PLAN I.D. - INSIDE DIAMETER 5TL. - STEEL S-105.00 SECOND FLOOR LATERAL RESISTING SYSTEM PLAN 1 . PROVIDE NON-SHRANK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING IN5UL. - INSULATION TAG - TONGUE AND GROOVE S-200.00 SECTIONS Date: 03/20/24 AS NOTED PLATES. INT. - INTERIOR TYP. - TYPICAL S-300.00 UNDERPINNING DETAILS 2. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CKD-C L - LENGTH, LONG U.O.N. - UNLESS OTHERWISE NOTED Drawing Title: G2 1 . GROUT SHALL BE NON-METALLIC AND NON-STAINING. LAV. - LAVATORY VERT. - VERTICAL S-301.00 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES S-302.00 STRUCTURAL DETAILS MACH. - MACHINE V.I.F. - VERIFY IN FIELD S-303.00 STRUCTURAL DETAILS MAX. - MAXIMUM W/ - WITH S-304.00 STRUCTURAL DETAILS .Sh`�-,�c� �G MFK.= MANUFACTURER W.C. - WATER CLOSET S-305.00 STRUCTURAL DETAILS g Drawin No.: MIN. MINIMUM WD. - WOOD S-306.00 STRUCTURAL DETAILS M.P.H. - MILES PER HOUK W.H. - WATER HEATER S-307.00 STRUCTURAL DETAILS MTL. - METAL W/O - WITHOUT S-308.00 STRUCTURAL DETAILS001 NEO. - NEOPRENE W.W.F. - WELDED WIRE FABIRIC MOU 77 MPR OW DRAWING ISSUE WOOD POST SCHEDULE SHEARWALL (SW) SHEATHING SCHEDULE WALL FASTENING SCHEDULE 10. 10/3012019 DATE SOUTHOLLD OISSUE,°TRUSTEES CONNECTION FASTENER QUANTITY PER 2 03/20/24 ISSUED FOR CONSTRUCTION BEAM PERP. TO WALL BEAM IN LINE w/ WALL MARK MATERIAL/THICKNE55 BLOCKING ANCHORAGE (NAIL SIZE AND POSITION EXAGGER. MIN. NOMINAL LENGTH IN INCHES x CONNECTION OR SPACING 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS FOR ILLUSTRATIVE PURPOSES) MIN. NOMINAL NAIL DIA. IN INCHES BETWEEN FASTENERS 4 BEAM TO CONCRETE: 5/8"0 (INCHES ON - CENTER) BEAM 5 WALL PLATE WALL PLATE 2xG 5PF #2 @ I G" O.C. AND (3) 2x6 @ ANCHOR BOLTS @ 48" TOP OR SOLE PLATE 3 112"x 0. 162" NAIL(I Gd COMMON) 2 6 EA. OPENING AND END OF WALL TYP. O.C. AND WITHIN 12" ALL TO STUD (FACE NAIL) 1 5/32 APA RATED STRUCTURAL GRADE PLATE ENDS 3"x 0. 131" NAILS 3 7 SW I SHEATHING ON BOTH SIDES w/ I OD YES 3"x 0. 120" NAILS 4 8 NAILS @ 4" O.C. AT PANEL EDGES AND TO WOOD FRAME: (2) 1 GD 9 POST POST @ 8" O.C. @FIELD INTERMEDIATES @ 4" O.C. (STAGGERED) DOUBLE 2x4 3"x 0.148" NAIL(I Old COMMON)3 I/2" 10 / MIN. P05T SIZE FOR: MIN. POST 51ZE FOR: TOP PLATE x 0. 162" NAIL(I 6d COMMON) 11 16" O.C. - INSTALL SIMPSON HD 12 BEAM HEADER 12 3"x 0. 13 I" NAILS MEMBER 2x4 WALL 2x6 WALL 2x4 WALL 2x6 WALL HOLD DOWNS WHERE NOTED ON PLANS l 2�� O.C. DRAWING REVISIONS 3"x 0. 1 20" NAILS 2x 3 2x4 3 2x6 LUMBER 3 2x4 3 G ( ( ) (2) 2x SAWN LU ( ) ( ) ) HILTI X-CP72P8S23 POWDER ACTUATED INTERIOR �� (3) 2x SAWN LUMBER (4) 2x4 (4) 2x6 (3) 2x4 (3) 2x6 WALL SILL BEARING FASTENERS w/23MM WASHERS 16 O.C. N0. DATE REVISION PLATE TO NON HILTI 'X-CP72P5523' POWDER ACTUATED 1 (4) 2x SAWN LUMBER (5) 2x4 (5) 2x6 (4) 2x4 (4) 2x6 CONCRETE BEARING FASTENERS w/ 23MM WASHERS 32" O.C. 2 o INTERIOR 3 (2) 1 .75" LVL (3) 1 .75" x (3) 1 .75" x (3) 1 .75" x (3) 1 .75" x WALL SILL BEARING 3"x 0.13 I" NAIL I G"O.C. 0 4 3.5" LVL 5.5" LVL 3.5" LVL 5.5" LVL PLATE TO NON 5 WOOD BEARING 3"x 0.13 1" NAIL I G" O.C. 6 (3) 1 .75" LVL (4) I .75" x (4) I .75" x (4) 2x4 (4) 2x6 STUD TO TOP OR SOLE 3 112"x 0. 162" NAIL(I 6d COMMON) 3 7 3.5 LVL 5.5 LVL PLATE (TOE-NAIL) 8 (4) 1 .75" LVL (5) 1 .75" x (5) 1 .75" x (5) 2x4 (5) 2x6 3"x 0.131" NAILS 3.5" LVL 5.5" LVL 9 3"x 0.120" NAILS 4 10 LEGEND: 11 5W I CAP/TOP PLATE LAPS 3 112"x 0. 162" NAIL(I Gd COMMON) 2 EACH SIDE OF LAP 12 ------ ---- DENOTES "5W I " SHEAR WALL, SEE PLANS AND INTERSECTIONS 3"x 0.131" NAILS THIS APPLICATION IS APPROVED ONLY FOR WORK 3 EACH SIDE OF LAP NOTES: 3"x 0.120" NAILS INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 3"x 0. 148" NAIL(I Od COMMON) 12"O.C. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 1 . ALL SHEAR WALL FRAMING STUDS TO BE 5PF #2 DOUBLE STUD 3 x 0.13 1 NAILS ACCORDANCE WITH APPLICABLE CODES. 8" O.C. 2. ® DENOTES SIMPSON HD 12 HOLD-DOWNS. SEE FRAMING PLANS FOR LOCATIONS 3"x 0. 120" NAILS HEADER (H) SCHEDULE 3. 0 DENOTES SIMPSONHD5BHOLD-DOWNS. SEE FRAMING PLANS FOR LOCATIONS 31/2"x0. 162" NAIL(IGdCOMMON) 24"O.C. CORNER STUDS � Consultants I� 3"x 0. 131" NAILS 16"O.C. MARK SIZE MATERIAL NO. OF BRG. NO. OF FULL 3"x 0. 120" NAILS 12" O.C. A.S. Engineering Sar1fl 5, P.C. STUD/POST HT. STUD (2) ROWS @ 4" O.C. UPPER Where innovation meets practicality H 1 (3) 1 .75 x 1 1 .675" LVL (3) 2x (1) 2x ROOF TOP PLATES PLATE TO LOWER PLATE TO HEADER 3"x 0. 13 I" NAILS H2 (3) 1 .75"' x 0.25" LVL (2) 2x (1) 2x PERIMETER NAILING (2) ROWS @ 4" O.C. LOWER INEW YORK CITY: H3 (3) 2x 101 DF #1 (2) 2x (1) 2x (SEE SCHEDULE) 2xG @ PLAYWOOD PLATE TO HEADER 630 BREAK w/STAGGERED FLOOR FASTENING SCHEDULE FIFTH AVE., SUITE 2000 NE H4 (2) 2x 10) DF #1 (2) 2x (1) 2x NAILS AT PANEL EDGES11 NEW YORK, NY H5 (3) 1 .75 x I I .25" LVL (2) 2x (I) 2x CONNECTION FASTENER QUANTITY PER LONG ISLAND: (NAIL SIZE AND POSITION EXAGGER. MIN. NOMINAL LENGTH IN INCHES x CONNECTION OR SPACING 1 FOR ILLUSTRATIVE PURPOSES) MIN, NOMINAL NAIL DIA. IN INCHES.1 L1 1.1 L L1 I 1.1 L 1.1 1.1 BETWEEN FASTENERS(INCHES ON -CENTER) 100 DUFFY AVE., SUITE 510 -#0928 11 11 11 11 11 11 I I I I I I I I I I HICKSVILLE, NY 11801 I I I I I I I I I I I I I I I I I I JOIST To SILL FLOOR TRuss SHEATHING OR GIRDER TO TOP PLATE 3"x 0. 148" NAIL(I Old COMMON) 3 IFLORIDA: 1.1 1.1 I I 1,1 1.1 I' I'I (TOE-NAILED) RIN WALL HEADER SCHEDULE z � STAGGER 3"x0.131" NAILS 4 NON BEAD G ULE - - - - - - - - - - - - - - - - STAGGERLAP:S P.O. BOX210 ,L, o 1 I I I 11 I I 1 1 1 1 AS SHOWN TERRA CEIA, FLORIDA, 34250 Q I'1 1�1 f l I I'1 I'1 1*1 11 I'I 11 1'1 3"x 0. 120" NAILS NO. OF BRG. NO. OF FULL `n '1 I' 1' 1 I' I' 'I 1 '1 BLOCKING TO JOIST 2 1/2"x 0.131" NAIL(0. 131 N3" COMMON PHONE: OPENING SIZE SIZE MATERIAL NOTES LU STUD/POST HT. STUD 6 w (LISTED NUMBER OF � LI LI LI I I LI LI LI LI LI I I LI UP TO 3'-4" (�) 2x4 DF #2 (I ) 2x (I) 2x z 11 I _ 1 _ 1 _ 1 I _ 1 1 _ 1 FASTENERS AT EACH END) 3"x 0.120" NAILS 3 CELL: (631) 560-0259 - - - - - _ _ FAX: (631) 938-0784 3'-5" TO 5'-4" (2') 2x6 DF #2 (1) 2x (1) 2x BLOCKING 3"x 0. 145" NAIL(I Od COMMON) 3 I'I 1.1 1.1 I'I 1.1 It 1'I 1.1 1.1 I'I BETWEEN JOIST 5'-5" TO 8'-6" (2,:) 2x 10 DF #2 (I) 2x (I) 2x 1.1 1.1 1.1 1.1 1.1 I I 1.1 1.1 LI OR RAFTER TO 3"x 0. 13 I" NAILS 11 11 I I I 11 11 1 1 1 1 I 11 11 PRIMETER TOP PLATE 4 E ' I I I I I I I I'll I I I I I I I BLOCKING AS (TOE-NAILED) 3"x 0.120" NAILS - 1.-. ' ' ' � ' ' - - REQ'D., SEE STRONG BACK 3 112"x 0. 162" NAIL(I 6d COMMON) 3 SCHEDULE W/ 2x4 BLOCK Applicant of Record: 2x4 BLOCK 3"x 0.13 I" NAILS I SAAC - RA E FLOOR AND ROOF SHEATHING SCHEDULE I ROWO BOTTOM EDGE AT S BOTTONAILS M, AND 4 TOP � BOTTOM EDGES BOTTOM, AND WEB CROSSING 3"x 0.120" NAILS 4310 MAIN STREET GREENPORT, NY 11934 3 I/2"x 0. 162" NAIL(I 6d COMMON) 3 NAILING REQUIREMENTS z � � SHEATHING Q = FLOORS w LEDGER STRIP T. 347-276-6093 E. clay@isaac-rae.com GLUED) AND NAILED WITH 0. 13 I x3 COMMON SMOOTH AT Gil O.C. ALONG PANEL z I 3 x 0. 13 I NAILS 4 EDGES AND 12" O.C. ALONG INTERMEDIATE SUPPORTS. STAPLES ARE NOT ALLOWED. • 3"x 0.120" NAILS ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET SEE MOTE 1 . • FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED 23/32" APA JOIST TO RIM JOIST 3 I/2"x 0. 162" NAIL(I 6d COMMON) UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. RATED FLOOR [ALT.] (GLUED AND NAILED WITH Gd RING OR SCREW SHANK NAILS AT 6" O.C. ALONG SHEATHING PANEL. EDGES WHICH ALIGN WITH FLOOR TRUSSES AND/OR RIBBONS AND 12" O.C. C NSTR CT I THIS INFORMATION YOU AGREE NOT TO REPRODUCE N 3"x 0.13 I" NAILS 5 CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN ALONG INTERMEDIATE SUPPORTS. SEE NOTE 1 . 3/8" MIN. FROM PERMISSION OF ISAAC-RAE ARCHITECTURE SEE SHEAR WALL LAYOUT PLANS FOR AREAS REQUIRING ADDITIONAL NAILING AND CENTER OF PLY BRK. 3"x 0. 120" NAILS 6 BLOCI`KING CENTER LINE OF PLY BRK. RIM JOIST TO TOP PLATE 2 I/2"x 0. 113" NAIL(0. 13 I"x3" BOX) 6" O.C. PITCHED ROOFS (TOE-NAILED) Project: NAILED)WITH 0. 131 N3" COMMON SMOOTH OR DEFORMED SHANK NAILS AT 6"O.C. NOTE: SPACE PANEL EDGES 118 INCH. REDUCE SPACING BETWEEN LINES 3 1/2"x 0. 162" NAIL(I Gd COMMON) 8" O.C. 23/32" APA ALONG; PANEL EDGES WHICH ALIGN WITH ROOF TRUSSES AND 12" O.C. ALONG OF NAILS AS NECESSARY TO MAINTAIN A MINIMUM OF 3/8-INCH FROM 3"x 0. 13 I" NAILS Gil O.C. 4452 Pecon is Bay RATED 055 INTERMEDIATE SUPPORTS. INSTALL CLIPS AT PANEL EDGES. STAPLES ARE NOT PLYWOOD PANEL EDGES TO MINIMIZE PLYWOOD PANEL TEAR OUT. ALLOWED. ROOF FASTENING SCHEDULE 4452 Great Peconic Bay Blvd, Laurel, NY 11948 NOTES: 4" O.C. NAILING FOR 5TRUCTURAL I . FLOOR FRAMING REEQUIRES SOLID BLOCKING AT ALL PANEL EDGES OF FLOOR SHEATHING CONNECTION FASTENER QUA(ITITY PER 2. USE ONLY ADHESIV✓ES CONFORMING TO APA SPECIFICATION AFG-01 OR A5TM D3498. 5H EAR WALL PAN EL5 PER PLANS (NAIL SIZE AND POSITION EXAGGER. MIN. NOMINAL LENGTH IN INCHES x CONNECTION Project No.: APPLY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FOR ILLUSTRATIVE PURPOSES) MIN. NOMINAL NAIL DIA. IN INCHES IR-O2 SHEATHING ATTACI-HMENT. CEILING JOIST 3. THIS TABLE IS BASTED UPON THE APA RECOMMENDATIONS FOR STURD-I-FLOOR AND 3 I/2"x 0. 162" NAIL(I 6d COMMON) 3 TO PLATE 3"x 0. 131" NAILS Seal/Signature: 5 3"x 0. 120" NAILS C�pF NEB - - - - I- - - - -I - - - - - - - - I- - - - -I - - - - >tiPul � - PERIMETERS BLOCKING A5 082359 t� � _ _ _ - REQ'D., SEE ��Q�I `Ss10��. -1 L - - - - IL - SCHEDULE - - - - -71 - - - - - - -I -I - - - - - - - - = - - - - - IL zw = I- - = - -I - _ _ _ _ 1- - - -I - IT zo - _ - _ -I _ - _ - - SHEATHING w - - - - - I- - - - -1 - - - - - (SEE SCHEDULE), _ _ _ _ CLIMATIC GEOGRAPHIC DE51GN CRITERIA Date: 03/20/24 ASNIpeED � � I II_ _ _ _ _II STAGGER LAPS � � - - - - - - - - - - AS SHOWN I- - - - -I _ _ _ _ WIND DESIGN SUBJECT TO DAMAGE FROM Draviving Title: -I _ GROUND SEISMIC WINTER ICE BARRIER AIR MEAN - - - - I- - - - -I - - - - - SNOW DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL _ _ _ _ -I _ GENERAL NOTES AND SCHEDULES I SPEED TEMPERATURE SPECIAL FROST LINE HAZARD - - - - - LOAD (PSF) (MPH) EFFECTS WIND REGION CATEGORY WEATHERING DEPTH TERMITES TEMP. REQUIREMENT INDEX TEMP. INTERMEDIATE NAILING 20 130 NO NO B SEVERE 3G" MOD. TO HEAVY 15 YES NO 452 57.2 Drawing No.: (SEE SCHEDULE) FLOOR / IROOF 5HEATHING ATTACHMENT DETAIL ouze 77 IL Q DRAWING ISSUE 1 2 2.9 3 4 5 6 7 V NO. DATE ISSUED FOR 53'-9" 3'-9 1/4" 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 5'-8" 19'-4 5/8" 28'-8 I/2" I I I I I I I I 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 3" 5'-8" 8'-7 I l8" 10'-9 I/2" 8.7 8 1/2" 1 4 5 2'-3 I/2" I 5'-2 3/8" I I I'-1 0 3/4" I I I 5'-3 1/4" 1 1 6 3" G' 113/4" I I'-7 I/4" 2'-4" 7 I I 1 I I I I I I 8 B 9 1 _ 10 -30)2 I I 11 m I I I I WF1 - < T 12 q - - - - - - - - - --- - - - - - - - - - - - - DRAWING REVISIONS - - - - - - - �I — I I I NO. DATE REVISION I I I 1 2 3 I I I I I < I ! A B 71 I I I 4 Id. I 5 1 1 I I I d I 5-300 5-300 i I I I 6 7 8 I I 1 I CID N 5-302 b I f , I I `� 9 1 �a I 1 11 , EXIST. C.M.U. i I 10 FOUNDATION WALL 3'-9 1/4" I ! — WF2 — I 1 1 I. I I 11 I I 311 12 I I I I I I I N I I I I I I , I I THIS APPLICATION IS APPROVED ONLY FOR WORK I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL I —1 i. I I o O I = I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR I I I I I I I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN m _ - L _ _ —1 aI L WF1 - - - - - I m J L — ACCORDANCE WITH APPLICABLE CODES. — — — — — — — — B I T.C.J. I — m I ' al - - - - - - � - -- - - __ - -- - - L- - -I- - - - - , - - - - - - - - - - - - - - � - - 1 i — Consultants L 3 A.S. EngineeringServices, P.C. T.O. NEW SLAB I ® I I I d I ELEV. _ + 16'-I" I L J ' NEW CONCRETE W�1erc- i'movation P7 e"etS practicality I I I I , ! I I O I UNDERPINNING OF i to o I f EXIST. WALL FOOTING I I I d DENOTES PORTION OF I I I 11 m I NEW YORK CITY: m I A I I I i EXIST. 10" C.M.U. WALL TO BE REMOVED I� I o I I I 630 FIFTH AVE., SUITE 2000 Q NEWYORK, NY A - 1 11 I I ' 1 CLU )_n�) I~ II I "' i = 1 A LONG ISLAND: 1 I t I I 5-200I ' ' -- --- I I� I - - -= --= fig, - - - —fi-• ----fi-- I I 100 DUFFY AVE., SUITE 510 -#0928 EXIST. C.M.U. I I HICKSVILLE, NY 11801 1 STEPPED I I '�`,I�� \ '` ` ` FOUNDATION WALL 1 FOOTING }- FLORIDA: 1 f I f l ! J ! I I I ! I N Ln P.O. BOX 210 TERRA CEIA, FLORIDA, 34250 - - - - - - C DENOTES — - - - -- - - - - - - - � ( I PHONE: f L J SAWCUT EDGE I J I f ' I I CELL: (631) 560-0259 ' B 1 C I I OF EXIST. SLAB I NEW CONCRETE 1 I I I I FAX: (631) 938-0784 m f 5-302 I 5-302 �I 1 UNDERPINNING OF I 1 I EXIST. LALLY COLUMN _7r _ _- - - _I — _ — _ _ - - -_ — EXIST. WALL FOOTING 3" AND FOOTING TO k15T. C.M.U1.REMAIN, TYP. OF(2) I A F I L_ — FOUNDATION WALLL j r I I I / T.O. EXIST. SLAB " " ELEV. = + 1 7'-1" — — — J i Applicant of Record: 7 H.S.S. 4 x 4 x I/4 I 1 I I i- p - - - -- --; - - - - - --- - -- -- - - - - - - � - -- - - - - - - - - - - - I - -- ISAAC - RAE EXIST. C. N _ - 430 MAIN STREET FOUNDA �ON WALL ( 311 I I m — I m N NEW CONSTRUCTION GREENPORT, NY 11934 m L 1 EXIST. C.M.U. 1 1 1 T. 347-276-6093 E. clay@isaac-rae.com v- FOUNDATION WALL ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET E 1 L — — — — — — — — I —— I FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE Ill AND ARE PROTECTED —— — — — UINDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. A A IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 1 I 1 I I I I 5-zoo 5-zoo CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN 1 I I 1 I I PERMISSION OF ISAAC-RAE ARCHITECTURE I I I - u� - I I I N I I I I I I I II I Project: 1 I 1 11 4452 Peconic Bay 1 I I I I I I I J EXIST. 4452 Great Peconic Bay Blvd, Laurel, NY 11948 ! I I I - - - - - - - - - - - - - - I �J- - -� CONSTRUCTION TO REMAIN Project No.: - - - -- - --I - - - - - - - —- _- - ,- - - - - -� - - - - W - - - -I- - - - - - IR-02 F _ — _ - - - _ _ — _ - Seal/Signature: I I I I I I I I ' I I KEY PLAN NEF N.T.S. ��,©F SP PLAN NOTES: ; . 1 ► I I I I I I 5 I . TOP OF FIRST FLOOK 5UBFLOOK ELEV. _ +26'-2" 082359 tCr SPREAD FOOTING (F) SCHEDULE 1 1 I O O I O O1 I I 1 2. TOP OF BASEMENT FLOOR SLAB ELEV. _ + 17'- 1 " 10 0�esslo�P� MARK 51ZE (LENGTH x WIDTH x DEPTH) REINFORCING REMARKS 36" x 36" x 18" (4) �#5 BARS EA. WAY, I i ` y F I TOP t BOTTOM I ' / ' EXISTING WOOD P05T5 AND FOOTINGS TO 1 1 LEGEND: REMAIN TYP. I I II 3 Date: Scale: DENOTES EXTERIOR BEARING WALL BELOW. 03/20/24 SS ale: \ NOTED Ky Drawing Title: 1 14-9 /8" 25'-I I/2" 13'-5" 4'-2 3/4" DENOTES WOOD POST DOWN FROM THI5 LEVEL FOUNDATION WALL FOOTING (WF) SCHEDULE BASEMENT FOUNDATION PLAN 57'-G 3/8" ® DENOTES WOOD POST UP FROM THIS LEVEL a DENOTE5 STEEL COLUMN UP FROM THIS LEVEL MARK SIZE (WIDTH x DEPTH) REINIFORCING REMARKS Drawing No.: WF 1 24" x 18" (3) #5 BARS CONT. TOP t BOTTOM 3 1 4 5 6 7 8 o DENOTE5 5TEEL COLUMN DOWN FROM THIS LEVEL #4 TIES @ 12" C .C., TOP $ BOTTOM J WF2 18" x 18" (2) #5 BARS CONT. TOP $ BOTTOM #4 TIES @ 12" Ca.C., TOP BOTTOM m DENOTES CONT. 5TEEL COLUMN THRU TH15 LEVEL Ar IN 0 FOUNDATION PLAN0 1 o 1% MC DENOTES STEEL MOMENT FRAME CONNECTION SCALE: 1/4" = 1'-O" `' v DRAWING ISSUE 1 2 2.9 3 4 5 6 7 8 NO. DATE ISSUED FOR 57'-G 3/8" 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 5-8" 1 9'-4 5/8" 218 1/2" 3'-9 1/4"' 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 3" 5'-8" 8'-7 1/8" 1 10'-0 1/2" 8'-7" 0-3" 1 2'-1 1" 8 1/2" I 4 /8 5 2'-3 1/2" 5'-2 3 1 - /4 6 3" 0-1 1 3/4" I 1'-7 1/4" 2'-6" I I I l I I I m I I I I I 7 - 8 9 I I I I I I I 10 m I 11 q - - - - -- - - - - - - - - - - - - - - - - - -_ - - -- -�- - - - - - - - - - - _ __ - - - _- - - - - - - - - - A 12 DRAWING REVISIONS NO. DATE REVISION I I III 1 I I IIIIII I ;- ( 2 1 3 , I I I I I i I I I 4 O C J 1 I I I I ) I I I I C ' \ 5 I, i I ID No 5-303 I 1 1.875"TJI-10 JOISTS 1 6 7(U.O.N.)@ I G"O.C. > IT 1 89 " 1 0CLL )'Ms� � I IIIIIII11 / CC BCCB-EF..8Q-4 I —lII IIIII III-III 11'1I�I,_m=_-=—III IIIII-I IIII II�i11i—=J1II_IlIIIII'II iI lIII'IIIIIII1II�IiIIiIIIIIItIII,'I1 III l�I I�III1 lI'lIl I1I I,IIIIIIIII'I ----_--;1'I - ------------«�.-- I(1IIII II - --------__-----------_----_--_._---- —_--_-- ------ II1► ,11 II,IIIII i IIII I 1 I 3°-----m`- ---_- - —CDCEF-.,4 2 20 0 rn N A 1 1 \ 12o _ ------ CIO THIS AP P LI C A rTIs O N RIS APPROVED +?PR O V5 EED w 'O�N L �Y + FzO R WO R K I? — INDICATED ON THE APPLICATION SPECIFICATION S H EE T. AL L OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 1 (4) 1.75 x 1 1.5715"LVL I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN —- _ — ACCORDANCE WITH APPLICABLE CODES._— _- - w (2I) 1.75 Ix 1 1.I875" LIVL ConsultantsJ Ln here innovation meets prcEXIST 2x8 JOISTS @16 O.C. � - - - - I I. 75"TJI-1 10 JOISTS I O REIN- J ticsiitX FRAMING SBLOO N.O,NJ 30 @ 16"O.C.TYP NEWYORKCITY: � 630 FIFTH AVE., SUITE 2000A I I I I z NEWYORK, NYImG I : 06-200 5-31�15 LONG ISLAND: (4) 1.75 x 1 1.875" VL 0 D — - - —- ... ... ` 100 DUFFY AVE., SUITE 510 -#0928 - - o HICKSVILLE, NY 11801 L FLORIDA: EXIST. DROPPED BEAM P.O. BOX 210 L ; TERRA CEIA, FLORIDA, 34250 EXIST. STAR OPENING o PHONE: TO BE FRAMED IN CELL: (631) 560-0259 FAX: (631) 938-0784EXISTI. BEAM Applicant of Record: EXIST. 2x8 JOISTS @ 16 o.c. _ - - - - - ISAAC — RAE REMAIN - - - - -- - - - - FRAMING s SUBFOOR TO FLOOR 4310 MAIN STREET NEW _ GREENPORT, NY 11934 3" CONSTRUCTION T. 347-276-6093 E. clay@isaac-rae.com EXISTDROPPED BEAM - —- - - — - ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES S ET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED_ UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE ORA CONSTRUCT IT IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN 5-200 5-200 cm) PERMISSION OF ISAAC-RAE ARCHITECTURE Project:I? 4452 Peconic Bay 4452 Great Peconlc Bay Blvd, Laurel, NY 11948 , EXIST. �I-M-1- I CONSTRUCTION TO REMAIN Project No.: I R-02 Seall/Signature: AIL DECKSTRUCTURE, ECKJOISTSD:LDBERPO T,FOOTINGS,SHAL ETAINE CONTRACTORTOIN5PECT AND REPORT KEY PLAN TO ARCHITECT PRIOR TO REMOVAL OR REPLACEMENT Of DECK 5TRUCTURAL N.T.S. or- N MEMDE ccPLAN NOTES: 5UBFLOOK ELEV. _ +20-2"TOP OF FIRST FLOOR 2. FOK FLOOR SHEATHING HE SCHEDULE 5HT. G-002 823 E8S L L - JI -I -I- - I LEGEND: Date: Scale:EXTERIOR BEARING WALL BELOW. 03/20/24 AS 2'-5 I/2" 5'-4 3/8" '-I 15/8" 7 2" 5'-7 3/8" 2'-0 5/8" Drawing Title: VN DENOTE5 WOOD P05T DOWN FROM TH15 LEVEL 14'-9 I/8" 25'-I I/2" 13'-5" 4'-23/4" ® DENOTES WOOD POST UP FROM THIS LEVEL FIRST FLOOR FRAMING PLAN A 1 2 3 3.2 3.8 4 4.9 5 5.8 6 7 8 a DENOTE5 STEEL COLUMN UP FROM THIS LEVEL O DENOTES STEEL COLUMN DOWN FROM TH15 LEVEL Drawing No.: CO o DENOTES CONT. STEEL COLUMN THKU TH15 LEVEL— D11,7n' I I I I 8 TM cn It 0 FIRST FLOOR FRAMING PLAN oC DENOTES STEEL MOMENT FRAME CONNECTION SCALE: 114" = 1'-0" `� „ . 1-7 DRAWING ISSUE 1 2 2.3 2.9 3 3.4 4 4.1 5 6 6.7 7 8 NO. DATE ISSUED FOR 57-G 3/8” 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 10'-4 5/8" 1 I 1 28'-8 11/2" 1 3'-9 1/4" 2 03/20/24 ISSUED FOR CONSTRUCTION I 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 3" 5'-8" 8'-7 1/8" 10'-9 1/2" I 8'-7" G'-3" 1 2'-1 1" 8 1/2" I 4 3'-10 3/4" 0-10 3/4" 8'-2 7/8" I 4'-8 1/5'. 5 1 I 6 2'-3 1/2" I I 5'-2 3/8" ' I I I I'-1 0 3/4" I I I I ( 7 3" rJ 1 1 3/4" I'-7 1/4" I I 1 1 9 10 I 1 I I I I I I I 11 m I I 1 I I I I I 12 A 1 - _ ____ 1 -- —— — —I — — — — A - -- -- -- - - -- - -- - I , , - - - - - - - , — _ - - - - - - - DRAWING REVISIONS _ _ _ _ I I N0. DATE REVISION I I I I I I I I 1 - - - - - - - - - - 2 I I I 1 I I I 11 I II 3 0I; I� I I I - - - - - - I I;; I 4 II II 1 I I;; I 6 7 I 1 1 I 1 1 III I I I 11 8 t ii!I(Ii.II4IIlIII(IIIlIIIIIIIIII1III1IIIIIIIII11 I( ��1III,1IIII11IIII�I II I I ------_-----_ -- -----_--_-_ ----- II nriII1IIII,III,III�I� ;I 1I � , --N pE 2 m No 91 0 -----------.. 3'-9 1/4" 11 12 THIS A P P LI C ArCT)c I rO NQ'A�I �S 'A tP 'P R ON; V *E D � �ONLY FOR WO R K I I- INDICATED ON THE APPLICATION SPECIFICATION S H EE T. AL L I T� OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR INL L ACCORDANCE WITH APPLICABLE CODES. i Consultants A.S. Engineering Services, Wears innovation most practicality NEWYORK CITY: 630 FIFTH AVE., SUITE 2000 NEWYORK, NY AA LONG ISLAND: 5-200 100 DUFFY AVE., SUITE 510-#0928 r HICKSVILLE, NY 11801 N FLORIDA: Ln P.O. BOX210 Q TERRA CEIA, FLORIDA, 34250 0 1 I PHONE: --][I N L1 CELL: (631) 560-0259 FAX: (631) 938-0784 - - - - — - — - _ — Applicant of Record:1 c; ISAAC RAE C5 - — - — - _ — - 430 MAIN STREET GREENPORT, NY 11934 LU T. 347-276-6093 E. clay@isaac-rae.comN ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES S ET N — - - - - - - _ - - - - - - FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE EXIST. Project: CONSTRUCTION TO REMAIN 4452 Pecon•C Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 A No.: A Project — I Seal/Signature: OFS SP � 082359 KEY PLAN APESO N.T.S. PLAN NOTES: Date: Scale:FOR NEW HEADER 51ZE5 5EE SECOND FLOOK FRAMING PLAN 5HT. 03/20/24 AOTED5- 102 Drawing Title: 22'-5 1/2" 5'-43/8" 2'-1 1 5/8" 7-2" 5'-73/8" '-0 5/8" EXIST.1 ST FLOOR CEILING 25'-I I/2 I3'-5' 4'-2 3/4" FRAMING PLAN A3 14'-9 1/8" I I LEGEND: 1 2 3 3.2 3.8 4 4.9 5 5.8 G 7 8 DENOTES EXTERIOR BEARING WALL BELOW. Drawing No.: o NV DENOTES WOOD P05T DOWN FKOM TH15 LEVEL AlIn r% cn EXIST. 1ST FLOOR CEILING FRAMING PLAN 11 DENOTES WOOD POST UP FROM THIS LEVEL SCALE: 114" = P-O" `,� ■ DRAWING ISSUE NO. DATE ISSUED FOR 57'-6 3/8" 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 5'-8" I 19'-4 5/8" I 1 I 28' 8 I/2" 1 1 3'-9 114" 2 03/20/24 ISSUED FOR CONSTRUCTION 1 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 3 5.8 8'-7 1/8" 1 O'-9 112" 1 8'-7" 6'-3" 1 2'-I 1" 8 112" , 4 1 1 ' 3'-10 3/4" 1 6'-10 3/4" ' 8'-2 7/8" I 4'-8 I/8" 5 I I 1 1 6 2'-3 112" ' 1 5'-2 3/8" ' 1 1 1 P-1 0 3/4" 1 I 1 A 1 I I 7 M 1 3' 6' 1 1 3/4' I'-7 1/4" 5-306 I I I 8 1 I 1 5-305 = I o 1 9 1 I I 10 11 H11I(FLUSH) I I H1 (FLUSH) I - - --- - - - -- - - - - - - - - - - - -- -- -- - --- - - - - -- - - - - - - - 1 I I I 1 _ _ I_ 71i — , DRAWING REVISIONS I I I I -- -I L I I I ` ( I I m I I , NO. DATE REVISION IIIIIIII I I 2 I I I '1 IIIII li I III I I I I I I II I I.B�(5"7J1-360 JOISTS , , , , , , II 3 O.C.TYP. (U.O.N.) J I I ii I 4 I I =III I -� I I J I III I 5 I I N II I I I I � I I� IIIIIII 11 � _ I , m , I I I I I I I 1 I I111 = rq = I I I I I I I I I I I I I I I I 6 � 'I = II = IIII I 7 8 ' I = II III I I I � I 5-307 ; 11 o p 11 9 1 I I � I 10 IIIII I - - 3'-9 114" 11 -I (2) 1.75 x 1 I.575 LVL(FLU5H) _ i1 I I I I I I II'I-----...._I �- --'- --I ---1 I I I I I I I 1 1 12 I 3 THIS APPLICATION IS APPROVED ONLY FOR WORK i1 r I l Ii I — _I— I I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL _ __ IIIII 1 1 1 I I 1 1 I I ( I I III; I i 1 1 I I II I 1 i i 1 I I I I I I I I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR m I I I H3 I H1 I I IIII i I I ( II +' HFLUSH) m TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ---I- I ACCORDANCE WITH APPLICABLE CODES. ri 1 - h I = - 1 - t-+-- --t `--►- `I + fi i 77 H2 I 1 H L_ II - - 2 IIII I I I I I I I I I � I IIIII > Consultants ----- � _ �-i I I � �' 5-307 A.S. Engineering I . . _ : 5 307 = I I I I I I I � I 1 IIII , . , I Where innovation meets practicality 11.879"TJI-360 JOISTS I 3 I � = I ( , I @ 16" .C.Tyr. (U.O.N.)I 1 NEW YORK CITY: m m I 11 I w o ' I ' I I I ' 1 I I 1 ' "' - - ._ "" - ' I I p I I ' 1 1 ,875"TJI-360 JOISTS SUITE 2000 m 630 FIFTH AVE., r, -- - - - _ .... - ! ! --- @ 16"O.C.TYP. '(U.O.N.) I A NEW YORK, NY A _ — - I G I 1 I I I I I I I 1 0 1 A - - I, —I - - -t.] 1 I— - Il I I I I _........... ............_.I ---j. --- I m LONG ISLAND: - _ I _ L -� - - _ __�1 I - __ _ _ cr, 5 30G 5-200 5-200 I �� 11 I I 5306 1 � � � � 1 I ' I I I I I I 4- I I W10 x 30.1 I I I I I I ! 1 I (4) I.75"x 1 1.875" VL I - 100 DUFFY AVE., SUITE 510-#0928 N � HICKSVILLE, NY 11801 11 I I I I I_I --I 1 1 1 11 I I YI 1 1 1 I Ic�T'4 -�-- -,�# �- -I N g I I ( I I IIII I I III I 1 I N FLORIDA: F ! I P.O. BOX 210 IIIIIiIIILn --I- 11 �� I 5!305 I I !I 5-305 I I I S-306 , H3 1 1.875"TJI-360 J015 II �' - - - - - _- +— -+-1- -I- - -+- LI -- - +� 1— - + - �— ! !- ' - -I-- + + - +— 1-1 - � +- -+ -1-�- - - - - - TERRACEIA, FLORIDA, 34250 1 1 PHONE: 2x8 JOISTS o! ' ( I I I Ii ! I I I 1 I (� co co izz: II IIIIII M @ 16"O.G. I III CELL: ) I •' � I I' Q m I I 1 I 1 1 IIII 1 1 1 ! �-- -- -- ---_ .__. _._ ___ J I (631 560-0259 !/MC2pW10 X 3'0 I MC I W10 x 68 I MCI NIAC2I I W10 x 45 I FAX: (631) 938-0784 _ m = IIIIII1111 1I � Z111 � Ifi �1 � 1C ;1 IIII ; ,� II � � I il � II1I1 � � C II I I : I I I I I I I I I I I I I I I I II ( I I I � _ B A E I I 1 1.875"TJI-I 10 JOIS NEW [ — 1 I I I i --I- IIII 5-304 5-30415 304 I x - Applicant of Record �— I 1 I I CONSTRUCTION pp I I I I I I 1 p D I_1_ J I I I I I Ii--li I I I I I I I I I I I - � ! _ (- — — oH1 FLUSH 1 ISAAC - RAE fi I � fi � II t fi l� rlfitfil W10x3C (FLUSH) N N I I I I , I I I t\ r- I I I I I I I I I I I I I I r l I I I I I I I I - - - - - - 430 MAIN STREET (V x x 2x8 JOISTS @ 12"O.C. (U.o.N'.) I ( D,2 GR.EENPORT, NY 11934 IIII � II � III IIIIII ' g1 m � A A N ; I I I I , I 2x8 JOISTS @ 16"O.C. I m _ 5-200 s-zoo T. 347-276-6093 E. clay@isaac-rae.com I I I I m I I c� I I I I I II I I I I I I I I I I I I I I I III ' ' ' 5-305 I Y@ N III �I I I I I I I I IIII I m ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET W8 x 31 — —� W8 X 24 - -—I — - — - _ FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED E � (� I UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IIIIII I I MC3 W8 x 21 MC3 I Q I W8 x 21 �I Mc31 W8 X 21 MC3 I Y I I I I I I I I Q ( IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR J� W J� CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN I I I I I I I I I r I I I I I I I 1 I I I PERMISSION OF ISAAC-RAE ARCHITECTURE o I I I D �9 ( 1 m I � 1 11 cu- �_J I I I I ' C CI I I I I I I I I 5-304 N L��I I I I I I I 111 I I I 1 � I I I I i I I I 1 I 1I I I I I 1 0 _v I 2x8 J ISTS @ 16 O.C. 1 U) S-304 5-304 I S-304 , 2x8 JOI5T5 @ 16 o.C. I I Project: I I ( " ! I I 1 1 I 4452 Peconlc Bay 5-307 I I I I I � I m o 4452 Great Peconic Bay Blvd, Laurel, NY 11948 J .� IIIIIII I I I I I I 1 I I I I I I I I I IL� I 11 1 1 1 I 1 1 _I I I I I I _ 11 = 1 I — — Project No.. 1 — _I— _— _ — _ — _1— _ _ _ KEY PLAN — — _—'`_ F I R-02 F - - — - - - - -- - H1 (FLUSH) = - - - — -I - —- I I - — - I - I - _ -- H1 (FLUSH) -�- - - - 1 - — - -I - m N.T.S. 1 Seal/Signature: _ cT-- M I ALL DECK STRUCTURE,DECK JOISTS, 'POST,FOOTINGS,SHALL BE RETAINED: I I CONTRACTOR TO INSPECT AND REPORT 5-305 1 I PLAN NOTE5: r N I TO ARCHITECT PRIOR TO REMOVAL OR I I O W REPLACEMENT of DECKSTRucruRAL 1 I 1 1 . TOP Of FIR5T FLOOR 5UBFLOOP, ELEV. _ +20-2" ts Spy. 1 I I MEMBERS. I ' 2. TOP OF SECOND FLOOR 5UBFLOOR ELEV. _ +35'-2" 3. FOR FLOOR SHEATHING 5EE SCHEDULE 511T. G-002 2� 4. NEW 2ND FLOOR TO BE CONSTRUCTED OVER EX15T. FIRST FLOOR �Qp�ss`o�aP I ( ' I I I � CEILING FRAMING, 5EE SHT. 101 . I I I II I I 1 I I I I I I I ( 1 I I I I I I I LEGEND: I I 1 1 I ' DENOTES EXTERIOR BEARING WALL BELOW. 03/20/24 AS NOTED Date:: Scale: 3 I I I 0 Vy DENOTE5 WOOD F05T DOWN FROM TH15 LEVEL Drawing Title: 2'-5 112" 5-4 3/8" 2'-1 1 5/8" 7'-2° 5'-7 3/8" �' 0 5/8° I I SECOND FLOOR FRAMING PLAN ' I I I I 1 E DENOTE5 WOOD P05T UP FROM TH15 LEVEL 1 14'-9 1/8" I I 25'-1 112" 1 I 1 3'-5" 4'-2 314" a DENOTES 5TEEL COLUMN UP FROM TH15 LEVEL Drawing No.: 1 2 3 3.2 3.8 4 4.9 5 5.8 6 7 9 DENOTES STEEL COLUMN DOWN FROM TH15 LEVEL 0 SECOND FLOOR FRAMING PLAN DENOTES CONT. STEEL COLUMN THRU THIS LEVEL SCALE: 114" = I'-o° �° M� DENOTES 5TEEL MOMENT FRAME CONNECTION '� DRAWING ISSUE 7 Q NO. DATE ISSUED FOR 1 2 2.9 3 4 5 6 6.7 lJ ,1 10/30/2019 SOUTHOLD TOWN TRUSTEES 57'-6 3/8" 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 5_g 10'-4 5/8" 28'-8 I/2" 3'-9 1/4"' 4 3" 51-8" 8'-7 1/8" 10'-9 112" 8'-7" 0-3" 1 2'-1 1" 8 112" I 5 6 2'-3 112" I 17-1 1/8" I I 8'-2 7/8" 1 4'-8 118" 7 3" 6'-113/4" I 10'-9 112" 8 114" I I I I I 10 I I I I I I I I I I I 11 I I I I I I I I I I 12 I 1 I I I I DRAWING REVISIONS NO. DATE REVISION I I I I I I I I 1 I I I I I I - - -- - - - - I - - - -I - - - -I - - -q m 2 3 I I I I I I I I I I I 4 I I I I I I I I I 5 7 8 O I 1 4'-10" 14'-G" 5'-8" ' I 3'-8 7/8" I = I (� 9 I I I I Cn I I I C I I I 10 r I I I I I I t o --3-06 �C III(IIIII �=m - - OT1H2 THISE APPLICATION PPLICATION HISO APPROVED O ONLY B FEO RRE WORK H3 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL RL L _ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN LU ACCORDANCE WITH APPLICABLE CODES. Ln n- J o (2) 1.75 x 1 1.675"LVIL H3 Consultants T F_ _ - — - — - - 1 - - - - - A.S. Engineering Services, P.C. Where innovation meets practicality 5 i J r- I I NEW YORK CITY: _ -rt— -� -- (3) 1.75"x 11.575"WL w/(2)3/5"x( I I"hITCr PLATES �. 630 FIFTH AVE., SUITE 2000 11 I I III I I I I I NEWYORK, NY LONG ISLAND: A A HIC SVILLE, NY 1180E 510-#0928 I � _WD 1 1 1 I iL- — �. 1- _�s-200 I I-I- -I-II I I �OO FLORIDA: I ' I I I I I II I I I I I I I II I I II I I I - - - - - I --- - - I r ) 11.875"TJ11360J01ST5@ I6"O.C.TYP. IJ_ I J I I I I I I I I I I I I I - I P.O. BOX 210 Ln m TERRA CEIA, FLORIDA, 34250 -FT— I I I I II A I I III I I I I II I I I I I I I I I I N PHONE: I I IIIIIIIIIIIII CELL: (631) 560.0259 FAX: 631 938-0784 I (2) 1.75��x IIIIII I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 I I I.875° LVL I I I I I I I I III 1 I I I I I I I I I I I I I I I I MC2 I I I I IMC MC21 I I I I1 I I I I I MC2 ' I I I I I ' W10 x 30 ( I ( I I I i W10 x 30 W10 x 30 o I I i I Applicant of Record: m I I = H5 (BELOW) 77 15 (BELOW) I I ° U I SAAC - RAE 1 m I B I I I .875"TJI-860 J015T5 1@ I G" O.C.Tyr. v rn g I I � I 430 MAIN STREET — _ � - -- - - - _ —,_ — _ — _ — _ _ I I I I _ I _I-,_I I _ I _ I I I _ — _ — _— _, _ _ NEW GREENPORT, NY 11934 - -_ CONSTRUCTION T. 347-276-6093 E. clay@isaac-rae.com N I I I I MC2 I W10 x 30 _MC2 I I D 2 ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED m I I I I C H5(BELOW) U o m I I m UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 5-304 Uj I I - A A IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR N (j s-2oo S-2oo CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE I E - -- - - - - - - -- '- -- - - - -- ' - - - - - - - - - -'- - - - - - - ' - - - - - - ' E - - — - - — - - — - -- ' - - - - - - - - I I I I I I I I I I I Project: I 1 3'-4" 1 I 2 1'-6 3/4" I I I I 18'-II I/8" I 4'-8 I/8" I 4452 Peconic Bay I - N 4452 Great Peconic Bay Blvd, Laurel, NY 11948 I I I I I I I I I 0 I Project No.: I I I I I I I I I I I 1 R-02 0 I I I o I 1 I I I I I I Seal/Signature: I I - --I- - -I- -- - -- - I - - - -I - I - - - -- -- I I KEY PLAN N.T.5. 90��QF NEWr I I I I I I I I I I I s Spr � I I I I I PLAN NOTES: cc .r: w I I I � I I I I I I I m � 1 . TOP OF FIRST FLOOR SUBFLOOR ELEV. _ +20-2" �� a8235g 1 I 1 I I I I I I I I I 2. TOP Of ROOF ELEV. = +40-4" op NPR Ess�o 14'-9 1/8" 25'-1 112" 13'-5" 4'-2 3/4"' 3. FOR ROOF SHEATHING SEE SCHEDULE 5HT. G-002 57'-G 3/8" 1 2 3 3.2 3.8 4 4.9 5 5.8 6 7 g LEGEND: rZZZZZ DENOTES EXTERIOR BEARING WALL BELOW. Date: 03/20/24 ASNOeTED z/y DENOTES WOOD P05T DOWN FROM THIS LEVEL Drawing Title: ROOF FRAMING PLAN ® DENOTES WOOD P05T UP FROM THI5 LEVEL a DENOTES STEEL COLUMN UP FROM THIS LEVEL ROOF FRAMING PLAN Drawing No.: 0 DENOTES STEEL COLUMN DOWN FROM THIS LEVEL SCALE: I/4" = I'-O" � DENOTES CONT. STEEL COLUMN THRU THIS LEVEL e% vaftl MC DENOTES STEEL MOMENT FRAME CONNECTION 0 WM DRAWING ISSUE 1 2 2.3 2.9 3 3.4 4 4.1 5 6 6.7 7 H NO. DATE ISSUED FOR 57'-6 3/8" 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 5'-8" ' 1 1 19'-4 5/8" I 1 I 28'-8 II/2" 1 1 3'-9 I/4" 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS I 3 5_g 8'-7 I/8" 10'-9 112" 1 8'-7" G'-3" 1 2'-1 1" 8 112" 4 I i I I I I I 1 5 3'-10 3/4" G-10 3/4' " I 8'-2 7/8" 1 4'-8 1/8" 1. 6 I I 1 2'-3 112" ' 1 5'-2 3/8" 1 t 1 11-10 3/4" ' 1 I ( 1 7 8 1'-7 1/4" I I I I I 1 3" G' 1 1 3/4" lo o I I I SW1 1 1 ' I 1 1 --- 1 --- I - ---- SW1 -/- m- 12 -------- ---- A- - - - - -A DRAWING REVISIONS 1 I I III I I'IIII'IIII('IIIII1III iI•�i';I i--1�41—'-�9_—_—I_/8__�"$(��II1Ii1I1II�I I 1III I— - II � IIIII(III-II�I .-. II 1' --®mN E — 5-20 0 NO . ' DATE � ,a w R,U � TlEr V T HIw SE IEOX N 12345678910 11 3'-9 1/4" 12SW1 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SC H I TE WE TR .ITATLE L OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.SW1 B Consultants A.S. Engineering Services, P.C. Where innovation meets practIcaiity NEWYORK CITY: 630 FIFTH AVE., SUITE 2000 NEWYORK, NY LONG ISLAND: 100 DUFFY AVE., SUITE 510 -#0928 - HICKSVILLE, NY 11801 FLORIDA: Ln P.O. BOX210 TERRA CEIA, FLORIDA, 34250 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 r F __ _ _ CA — _ Applicant of Record: - L - - - ISAAC RAEF-_ � 71- -- -- -- - - - — p 430 MAIN STREET GREENPORT, NY 11934D.2 T. 347-276-6093 E. clay@isaac-rae.com DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES N S ET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR PERMISSION OF SAAC-RAE ARCHITECTURE in P roject: NEW 4452 Peconic BayCONSTRUCTION 4452 Great Peconic Bay Blvd, Laurel, NY 11948 I Project No.: _=_==== -02 - — - - — - — - -- - - - - --=---------___= F A IR Seal/Signature: F NE CO S cc EXIST. CONSTRUCTIONNEW CONSTRUCTION TO REMAIN 08235g AoFcssko KEY PLAN N.T.S. I Date: Scale: i 1 ' 03/20/24 AS NOTED I PLAN NOTES Drawing Title: 2'-5 I/2" 5'-4 3/8" 2'-115/8" 7-2" 5'-7 3/8" /8" FIRST FLOOR LATERAL FORCE RESISTING SYSTEM (LFRS) 1 25'-1 1/2 1 4'-2 3/4" 1 1 L I SW DENOTES SHEARWALL. SEE SHEARWALL SCHEDULE SHT. G-00 I FOR SHEATHING AND ATTACHMENT REQUIREMENTS. 1 2 3 3.2 3.8 4 4.9 5 5.8 6 7 g 2. DENOTE55IMP50NHD12HOLD-DOWN - 5HEARWALLTOFOUNDATION Drawing No.: FIRST FLOOR LATERAL FORCE RESISTING SYSTEM (LFRS) o� SCALE: 114" = 1 '-0" ° DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 57-G 3/8" 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 19'-4 5/8" 28'-8 1/2" 3'-9 11411, 4 3 5'-8" 8'-7 1/8" 10'-9 1/2" 8'-7" G'-3" 1 2'-1 1" 8 1/2" I 5 I— t6 2'-3 1/2" I I 17-1 1/8" I i I 8' 2 7/8" I 4'-8 1/8" I i 7 3" G'-1 1 3/4" I 10'-9 11211 8 9 1'-71/4" I I I I I 10 I 11 i I I I I I I I 12 DRAWING REVISIONS m I I 1 I I I ( I I NO. DATE REVISION I I I I I I i 1 q - - - - - - - - - — - — - - --- - — - — - — - — - — - — - I- - - - - - -- - - - - - - - - - - - - - - -- - - - - - - -I - - - m - - q 2 3 I I I I I I I I I I I I 4 I I ( I I I I I I I 6 7 8 O I 1 4'-10" '4' G" 5'-8" I 3'-8 7/8" i = i 0 9 1 1 ( I n I I I I I I 10 - 11 12 L sW1 I sW1 I I THIS APPLICATION IS APPROVED ONLY FOR WORK I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. `o S 1 O I O SW1 _ !_ I I( m ---- — —I--- ------- - ------- ---- — ------ — — -- I I— Consultants B - - - - - - I - — - — - I I II I II I I ! 1 I I I 1 I I I I I 1 I Where innovation reefs practicality — — — j I I NEW YORK CITY: _ _ _ I I ( I I I Ir J 630 FIFTH AVE., SUITE 2000 I I NEW YORK, NY LONG ISLAND: 100 DUFFY AVE., SUITE 510 -#0928 P` I I I L C I r III I I I I A HICKSVILLE, NY 11801 III- -- - --- --- ---� 1 n- - - - - - - -I � I I - - 5-20� I I J =� 5-200 FLORIDA: i � I I II ;� — I I� - - - - - - - - - I _ — _ -- I IIU) I I N P.O. BOX B.8 I I I I I = I TERRA CEIA, FLORIDA, 34250 I I I I I I I I N N PHONE: CELL: (631) 560-0259 I I I I I III I ( I I FAX: (631) 938-0784 1 � I I I I I III I i I I Applicant of Record: = I I I SAAC - RAE I � I 1 N 430 MAIN STREET I ? I I ®�T I =® I "' GREENPORT, NY 11934 - - - - - - - --- 1_ _— _- - -- - -- - - - -- - -I- - - - - - - - - _'- - - - - - - - - - - —- -� - - - - T. 347-276-6093 E. clay@isaac-rae.com I I I I I -- -- --- -- -- --- --- -- --- --- -.--- ---- -- — --- --,.- —,- .- I — — — — — ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET N FOURTH HEREIN ARE THE PROPERTY OF(SAAC RAE LLC,AND ARE PROTECTED - cp � I I m I m , — UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. I I I I I I I I `? _ IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE E - - - - - - - - - - - '- - - - - - - - - ' - - - - - - - - - - -'- - - - - - - - ' - - - - - - - - - - - - - - - ' - - - - - - - E Project: i I I I I I I I I I I 1 3'-4" 1 I 21'-G 3/4" I I I I 18'-II I/8" f 4'-8 I/8" 4452 Peconic Bay I i — N NEW 4452 Great Peconic Bay Blvd, Laurel, NY 11948 CON5TKUCTION I I I I I I I I Project No.: I I I I I I I I I I I I I R-02 A s-2oo s-2oo Seal/Signature: F - - -- - - - - -- -- - - - - - - - - - - ---- -- - - - - - - - - - - - - - --- - - - ---- - - - F I I I QN � � E�'V �q.,s SPA I I ICD (D I I I I I I I I 082359 4r� OPESStONP�' 0 14'-9 I/8" 25'-1 1/2" 1 3'-5" 4'-2 3/4" N I I 57-G 3/8" KEY PLAN 1 2 3 3.2 3.8 4 4.9 5 5.8 6 7 8 N.T.5. Date: 03/20/24 AS NOTED Drawing Title: PLAN NOTE5: SECOND FLOOR LATERAL FORCE SECOND FLOOR LATERAL FORCE RESISTING SYSTEM (LFRS) o� I . DENOTES STEEL MOMENT FRAME CONNECTION RESISTING SYSTEM (LFRS) SCALE: 1/4" = 1 '-0" Drawing No.: 2. Sw DENOTES 5HEARWALL. SEE 5HEAKWALL SCHEDULE 5HT. ------- - G-002 FOK SHEATHING AND ATTACHMENT KEQUIKEMENT5. Ar Is 3. 0 DENOTE5 51MP50N HD513 FLOOR TO FLOOR HOLD-DOWN III ,._ m. _ .W..� DRAWING ISSUE 1 N0. DATE ISSUED FOR 2 3 4 5 6 7 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 4 5 MAX. BDLG, HEIGHT ELEV. _ +48'-0" - - - - -- - - ....._.._ --- - ------- - -- - 7 ROOF 8 ELEV. = +40-5 114" 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 2 3 4 0 5 I 7 2ND FLOOR — -- - - - 8 ELEV. _ +30-3/4" j 9 10 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK cp ' INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL U-) v OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN co I I I ACCORDANCE WITH APPLICABLE CODES. GROUND FLOOR Consultants - --ELEV. _ +20-2 A.S. Engineering Services, P.C. J Where innovation insets practicality AVERAGE GRADE NEW YORK CITY: ELEV, _ +23'-0" — 630 FIFTH AVE., SUITE 2000 i NEW YORK, NY LONG ISLAND: 100 DUFFY AVE., SUITE 510 -#0928 I I I ( I I I T.O. EXIST. BASEMENT SLAB HICKSVILLE, NY 11801_ _ —_ _ _ ELEV. = + 1 7-1" FLORIDA: T.O. LOWER BASF-MENT SLAB P.O. BOX 210 TERRA CEIA, FLORIDA, 34250 SECTION A-A PHONE: CELL: (631) 560-0259 SCALE: 114" = 1'-0" FAX: (631) 938-0784 A B C D E F Applicant of Record: ISAAC - RAE MAX. BDLG. HEIGHT NEW STEEL BEAM 430 MAIN STREET _-- _ _ _ _ - -.___-- -- ELEV. _ +48'-0" _ _ ------- REENPORT NY 11934 ROOF T. 347-276-6093 E. clay@isaac-rae.com ELEV. = +40-5 114" TH Pau ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET I I I I I FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. NEW LVLIHEADER I IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR I I I I I I CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN NEW 2xG I NEW TJI ROOF PERMISSION OF ISAAC-RAE ARCHITECTURE FRAMED WALL I JOISTS i I I 1 1 I I I I I Project: 4452 Peconic Bay 2ND FLOOR 4452 Great Peconic Bay Blvd, Laurel, NY 11948 _ _ _ _ _ _ _ � - - - - - - - -- - - ---- -- - --- - - -- ELEV. _ +30-3/4" ;I Project No.: I I I I I R-02 NEW STEEL BEAM I Seal/Signature: NEW STEEL I I EXISTING STRUCTURAL WOOD 3 FLUSH BEAM FRAMING FOR DECK TO REMAIN, NEW TJI FLOOR NEW LVL FLUSH NEW 2x8 SEE ARCHITECTURAL FOR NEW I I I JOISTS I 13EAM1 I FLOOR JOISTS DECK SURFACE OF NSW S SP y CUT EX15T. JOISOTS ANDATTACM NEW ILVL BEAM w GROUND FLOOR ELEV. = +20-2" I I I I I N i �82359 �tr I J I IEXIST. 2x8 JOISTS I I i�SSM AVERAGE GRADE i I@ I G" O.C. ELEV. _ +23'-0" _ I I EXIST. DROPPED I GIRDER NEW TJI FLOOR JOISTS I NIEW LVL FLUSH I EXIST. 10" C.M.U. I I I EXISTING DECK FOOTINGS BSEAM FOUNDATION WALL TO REMAIN TYF. NEW 12" CONCRETE „0 1 I EXIST. LALLY I I Date: Scale: I FOUNDATION WALL I I COILUMNS I I I I O 03/20/24 AS NOTED T.O. EXIST. BASEMENT SLAB I I = `D I I Drawing Title: ELEV. _ + I T-1" —_ _ _-- _ _ -- -- _ _ -- -- - -____-- _ _ _-- _ - —___-.- -- -- _..I_ -- _ . _ _ _-- -__ t -� — _ _... . ._I __—_____ _ ._.._.._�_. ___i _ _ _ SECTIONS T.O. LOWER BASEMENT SLAB ELEV. _ + I G'-I" NEW CONT. CONCRETE — J NEW CONCRETE STEPS STRIP FOOTING Drawing No.: NEW CONCRETE NEW CONCRETE BASEMENT SLAB UNDERPINNING BEYOND SECTION B-B _ m1112e 1 SCALE: 1/4" = 1'-0" - E. DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 4 GENERAL UNDERPINNING NOTES: 5 6 I .. THE CONTRACTOR SHALL COMPLY WITH ALL RELEVANT PROVISIONS OF THE NYC BUILDING CODE. 7 2. ALL FOUNDATIONS AND EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NYC BUILDING 8 CODE. ALL LOTS, BUILDINGS AND SERVICES ADJOINING THE FOUNDATION AND EARTHWORK AREAS SHALL BE PROTECTED AND PROPERLY 9 SUPPORTED, 10 31. ALL TEST PITS, BORINGS, EXCAVATION WORK AND UNDERPINNING OPERATIONS ARE SUBJECT TO CONTROLLED INSPECTIONS. 4.. THE OWNER SHALL RETAIN A LICENSED SURVEYOR TO SURVEY ALL LOAD BEARING WALLS, PIERS AND COLUMNS TO BE UNDERPINNED 11 (UNLESS CONTRACTUALLY DEFINED OTHERWISE). THE SURVEYOR SHALL CHECK THE DATUM OF SUCH STRUCTURAL ELEMENTS EVERY TWO 3 G + 12 WEEKS FOR THE DURATION OF THE WORK. DRAWING REVISIONS 5. THERE SHALL BE A PRE-CONSTRUCTION MEETING WITH THE OWNER, ARCHITECT, ENGINEER OF RECORD, GENERAL CONTRACTOR AND FOUNDATION SUB-CONTRACTORS) PRIOR TO WORK COMMENCING. NO. DATE REVISION G,. ALL ADJACENT PROPERTIES, INCLUDING BUT NOT LIMITED TO EXTERIOR WALLS AND FOOTINGS ARE TO BE OBSERVED BY THE ENGINEER OF 1 RECORD AND ENGINEER RESPONSIBLE FOR THE CONTROLLED INSPECTIONS PRIOR TO WORK COMMENCING. 2 7'. THE CONTRACTOR SHALL REQUEST PERMISSION TO ENTER BUILDINGS DIRECTLY ADJACENT TO THE AREAS OF PROPOSED UNDERPINNING. a a 3 & NO FOUNDATION OR EARTHWORK PERMIT SHALL BE ISSUED UNTIL AT LEAST FIVE DAYS AFTER A WRITTEN NOTICE OF THE PERMIT 4 APPLICATION HAS BEEN PROVIDED BY THE APPLICANT TO THE OWNER OF ALL ADJOINING LOTS, BUILDINGS AND SERVICE FACILITIES, WHOM SAWCUT AND REMOVE 5 MAY BE AFFECTED BY THE PROPOSED FOUNDATION WORK OR EARTHWORK OPERATIONS. EXIST. CONCRETE ° a EXIST. FOOTING TOE, SAWCUT AND REMOVE 91. THE UNDERPINNING FOUNDATIONS SHALL BEAR ON SUBGRADE HAVING A BEARING CAPACITY EQUAL TO OR GREATER THAN THE SUBGRADE FOUNDATION WALL ° FLUSH WITH INTERIOR FACE 6 PORTION OF EXIST. 7 OF THE EXISTING FOUNDATION. THE SUBGRADE AT THE LEVEL OF THE EXISTING FOUNDATION SHALL BE INSPECTED BY A LICENSED OF FOUNDATION WALL SLAB TO ALLOW FOR PROFESSIONAL ENGINEER RETAINED BY THE OWNER(UNLESS CONTRACTUALLY DEFINED OTHERWISE) TO VERIFY THE BEARING CAPACITY AND a�. UNDERPINNING 8 DEFICIENCIES BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. /� ° ° 10. DO NOT TRANSFER THE BUILDING LOAD ONTO NEW UNDERPINNING WALLS UNTIL ALL WALLS HAVE ATTAINED 50% OF THE CONCRETE DESIGN 10 STRENGTH, AS CONFIRMED BY THE CYLINDER TESTS, OR 9G HOURS. /\ ° 1 1 . DO NOT PLACE BACKFILL AGAINST NEW UNDERPINNING WALLS UNTIL CONFIRMED BY THE CYLINDER TEST, OR 9G HOURS. / ------------------------------ 12 1 ,2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. EXIST. CONT. CONCRETE °a. ----- \\ THIS APPLICATION IS APPROVED ONLY FOR WORK ` / / 13. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI. STRIP FOOTING INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 14. ALL DRYPACK SHALL BE A MIXTURE OF I PART CEMENT AND 2 PARTS DAMP SAND, WITH 0-INCH SLUMP. \ /\ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 2" MIN. STEEL SHIMS a i \ 1 ,5. ALL UNDERPINNING SHEETING AND BRACING TO REMAIN SHALL B AND DRY PACK. E PRESSURE TREATED LUMBER AND/OR OTHER APPROVED MATERIAL. ° ° — —i — — — — — — — — —— TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I(G. EXCAVATION BELOW THE WATER TABLE SHOULD BE AVOIDED, IF POSSIBLE. DEWATEK THE SITE PRIOR TO EXCAVATION. EXCAVATION MAY a a. ACCORDANCE WITH APPLICABLE CODES. ONLY PROCEED AFTER REVIEW BY THE ENGINEER OF RECORD. BOTTTOM OF 1'7. IF WATER IS ENCOUNTERED IN THE PIT, PROVIDE LOCAL PUMPING TO REMOVE WATER FROM THE PIT. — — — ---- I \ \ 10. ALL SIDES OR SLOPES OF EXCAVATIONS OR EMBANKMENTS SHALL BE INSPECTED AFTER RAINSTORMS. EXIST. FOOTING / / 1 f— / FUTURE 119. THE UNDERPINNING SHALL BE CONSTRUCTED IN A MANNER SUCH THAT THE EXPOSED FACE OF THE CONCRETE IS VERTICAL (OR AS LEAVE 2" GAP FOR ° /�\ BASEMENT SLAB Consultants OTHERWISE SPECIFIED), CLEAN AND NEAT. CONCRETE OVERPOUR °d. a ° 2'0. UNDERPINNING PIERS SHALL NOT BE LEFT OPEN OVERNIGHT, UNLESS PREVIOUSLY APPROVED BY THIS OFFICE. BEHIND TOP BOARDA.S. Engineering Services, P.C. 2x SHEETING TO j ° d ° 4 Where innovation meets practicality EXISTING FOUNDATION UNDERPINNING SEQUENCE: BE ABAN PLNACD a 2x SHEETING, (3) SIDES. TO BE REMOVED AFTER UNDERPINNING NEW YORK CITY: /\ ��/ I . STARTING WITH SEGMENTS "A" ONLY, DIG PITS 4' 0" WIDE MAXIMUM, SIMULTANEOUSLY PLACING ANY LOSS OF MATERIAL SECTION INSTALLED TO BE REPLACED 630 FIFTH AVE. SUITE 2000 REQUIRED SHEETING AND BRACING. ALL PITS TO BE SHEETED ON ALL FOUR SIDES. PACK VOIDS ��\�/\�/\��\�� /\ NEWYORK, NY BETWEEN SHEETING AND 501L WITH 501L CEMENT, LEAVE A MINIMUM OF 0'-0" OF EXISTING 501L LONG ISLAND: BETWEEN PITS. BOTTOM OF UNDERPINNING 2. CLEAN BOTTOM OF EXISTING FOOTING AND RECOMPACT DISTURBED SOIL AT B HI BOTTOM OF PIT WITH TO MATCH BOTTOM OF NEW AVE., SUITE 510 -#0928 TAMPERS (APPLICABLE TO 501L ONLY). COMPACT TO 35% OF MAXIMUM DENSITY OF SOIL, L055 OF WALL FOOTING ELEVATION CKSVILLVILLE, NY 11801 GROUND SHOULD BE KEPT TO A MINIMUM BY BACK FILLING BEHIND THE BOARDS WHERE AND WHEN FLORIDA: P055113LE WITH GROUT PUMPED INTO VOIDS. P.O. BOX 210 S. THE CONTRACTOR SHALL INSTALL ADEQUATE LATERAL BRACING 5Y5TEM(5) TO PREVENT MOVEMENT IN A TYPICAL UNDERPINNING SECTION TERRA CEIA, FLORIDA, 34250 THE EXISTING 5TRUCTURE(5) AND IN THE NEW UNDERPINNING IF NECESSARY. 5-300 SCALE: 1" = 1 '-0" 4. POUR NEW CONCRETE UNDERPINNING FOR SEGMENTS "A". WAIT UNTIL CONCRETE ATTAINS 50% OF PHONE: DE51GN STRENGTH BEFORE MOVING ON TO UNDERPINNING SEGMENT "B" CELL: (631) 560-0259 5. FOR SEGMENTS "B" ONLY, DIG PITS 4-0% MAXIMUM WIDTH, WITH REQUIRED SHEETING AND BRACING. FAX: (631) 938-0784 G. FOR SEGMENTS "B" REPEAT CONCRETING, CLEANING, AND COMPACTION AS DESCRIBED IN NOTES 2, 3 AND 4. 7. FOR SEGMENTS "C", DIG PITS 4'-0" MAXIMUM WIDE, WITH REQUIRED SHEETING AND BRACING, AS INDICATED ON DETAILS. 8. FOR SEGMENTS "C" REPEAT CONCRETING, CLEANING, AND COMPACTION AS DESCRIBED IN NOTES 2, 3 Applicant of Record: AND 4. 9. FOR SEGMENTS "D", DIG PITS 4'-0" MAXIMUM WIDE, WITH REQUIRED SHEETING AND BRACING, AS ISAAC - RAE INDICATED ON DETAILS. 10. FOR 5EGMENT5 "D" REPEAT CONCRETING, CLEANING, AND COMPACTION AS DESCRIBED IN NOTES 2, 3 ° 430 MAIN STREET GREENPORT, NY 11934 AND 4. a 1 1 . WHERE BOTTOM OF ADJACENT UNDERPINNING PITS ARE AT DIFFERENT ELEVATIONS, DEEPER PIT SHALL T. 347-276-6093 E. clay@isaac-rae.com BE INSTALLED FIRST. 1 2. UNDERPINNING PITS CLOSER THAN 9 FEET APART SHALL NOT BE EXCAVATED AT THE SAME TIME. ° ALL DESIGNS/DRAWINGS RENDERINGS AND OTHER DISCLOSURES NDARPROTECTED EXIST. CONCRETE a FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED 13. WHEN UNDERPINNING ROCK MATERIAL, CONTRACTOR SHALL TAKE PRECAUTIONS 50 AS NOT TO FOUNDATION WALL AFTER ALL UNDERPINNING IN UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF1990. FRACTURE ROCK UNDER ADJOINING SECTION OR DAMAGE CONCRETE ALREADY POURED IN PLACE. a PLACE, DEMO. REMAINING IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR PORTION OF EXIST. SLAB AND CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN a PERMISSION OF ISAAC-RAE ARCHITECTURE EXCAVATE AS PEQ'D. EXIST. CONCRETE FOOTING a 112" BITUMINOUS� ° ° EXPANSION MATERIAL --- ' �\ W.W.F GXG -W 1 .4XW 1 .4 Project: @ CENTER OF SLAB 4452 4 4452 Pecon is Bay as d 4" CONC. SLAB 4452 Great Peconic Bay Blvd, Laurel, NY 11948 d BOTTOM Of / ° ° Project No.: d \ a EXIST. FOOTINIG a 1R-02 ° d \� / a a ° Seail/Signature: d ° ° d ° ° d ° d ° as \\ ° d \\ \\ \\\\/\ d \\ ° a 4 10 MIL VAPOR BARRIER 4" COMPACTED A.B.C. ��UF d \\ Py \ 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" �/ COMPACTED BACK FILL 9'-0" MIN. BETWEEN PITS /\/\/\ NEW CONCRETE UNDERPINNINGLu UNDERPINNING L VA I N Q8235° 4, LAGGING TO BE Ah'Ofi ES510 ABANDONED IN PLACE B NEW CONCRETE SLAB AT UNDERPINNED WALL 5-300 SCALE: 1 " = 1 '-0" Date: 03/20/24 AS Scale: PROVIDE 2xG KEY, ALTERNATE, PROVIDE#7 Drawing Title: CENTERED, IN EACH PIN BARS @ 1 2" O.C. VERT. w/ UNDERPINNING NOTES AND REMOVE SIDE BOARDS 1 2" EMBED IN LIEU OF KEY DETAILS PRIOR TO ADJACENT FOUR UNDERPINNING PLAN Drawing No.: DRAWING ISSUE NO. DATE ISSUED FOR PIPE 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS NOTE: I . ' DENOTES "CLASS B"' LAP SPLICE. _ ° `� ° d d 4 d 2. VERTICAL REINFORCINIG NOT SHOWN FOR CLARITY. N ° e • • ° • �. e • d • 4 N z ° a v ° ° 5 CORNER BARS MAY 13E USED IN LIEU OF HOOKS a ° ° d 4�. a v ° - ° _ d a ° ° a 7 d ° d 4 • • • d •d `a ° • v . L z ° ° v .d d v d 8 ° o d v ° ° 9 a d d ° ° e e a d v I I/2 TYP N U_ d a ° d d v ° ° v' 10 4 _ ° 11 d d d d ° d a 2"TYP ° d • • • v • ,� ° _ 12 a_ r I f < < 4 DRAWING REVISIONS 4 ° d 4 ° d ° d d ~ STD HOOK ° ° a STD HOOK FTYP • • d NO. DATE REVISION ` TYP ° ---------- ° 1 °a d d NOTE: ' ° AT CONTRACTORS 2 d d d ° ° d ° • • • ° • OPTION FTG MAY 3 xM v BE STEPPED THUS: 2" (I'-4" MIN) 4 ° d 4 5 ° p 6 ° WALL JOISTS AND STRUCTURAL SLABS � 7 8 "L" INTERSECTIOI`� "T" INTERSECTION 9 d 4 v 311 ° 10 * ° ° d * d °4 d 1f v ° 12 TYP TYP ° d ° � \\ a d ° THIS APPLICATION IS APPROVED ONLY FOR WORK d O /\ • • N • d d a • • • • �i ° INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL v d 4 ° U d d v d 4 d OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR d ° d d d ° d 4 • • j • •� d d • CO d v TO BE CONSIDERED AS EITHER BEING APPROVED OR IN d ° ( d 4 ° 2"TYP \\ e ACCORDANCE WITH APPLICABLE CODES. v ° / d ° ° �. d ° d da \\/ \\5\� \\ \\\\\ \\ \\ Q d \\ \\. ° Q ° a d ° Q d ° g. \ \/\/ \\\\ \\\\ ° °. A. Consultants � a • d. ° • ��\\ \\/ \\� ------ -------------------- --------------- a . d °. 2� d 4 d \\ /\\ ` ° ° A.S. E4 tg44r IE fg Services, P. mom. d ° 4. ° ° d Where innovation moots practicality d NOTE: v. ° d AT CONTRACTORS COLUMNS t- BEAMS = TO GRADE OPTION FTG MAY NEW YORK CITY: ° BEAM WIDTH BE STEPPED THUS: ----------------------------------------- ---- 630 FIFTH AVE., SUITE 2000 SKEWED "L" ° SKEWED "T" NEW YORK, NY BASE SLABS, FTG"5 GRADE BEAM5 FTG REINFORCEMENT LONG ISLAND: A 7YP. WALL INTERSECTION REINFORCING 8 TYP. REINFORCING BAR CLEARANCES C TYP. STEPPED FOOTING DETAI L5 HIC SVILLE, NY 1580E 510 -#0928 cJ-30I N.T.S. S-3OI N.T.S. �01 N.T.S. FLORIDA: P.O. BOX 210 TERRA CEIA, FLORIDA, 34250 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 FOR TYPICAL REINF. Applicant of Record: AT OPENING SEE I SAAC - RAE DETAIL: 3o LINTEL REINF. SEE 430 MAIN STREET SCHEDULE GREENPORT, NY 11934 BAR DEVELOPMENT T. 347-276-6093 E. clay@isaac-rae.com LENGTH (TYP) SEE NOTE 3. ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET SEE NOTE I . FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 4 4 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE a e e d G J -4 —I— -4 —I� - -I— a- it —zai — -4 -1— � -4 -1— ► � \— �,�/*—I � � —I ° ° I —I— I I —— �� —1 _I�� — - - — — —I I 1 11111 I ��,�✓ I IIII QI I III �I I III I e a ed d Project: rt —I— firtm'— j \ —Imfi _t 1- rt\1�1trt �IfiT �/ 7111t— t- rt —I ° d • 4 -1- 4m — /�1 � _Imp- _► _►_ � �� 4 --I1.1-�/,�� .•�a1 - � - -1 � e ` d 4 ° °de 4452 Peconic Bay I IIII IIII I �I —�==r 4452 Great Peconic Bay Blvd, Laurel, NY 11948 `1 — \�/,� I •,�\ ��,,� DOOR OR d d o I� N ��1 ,� /�� w WINDOW OPENING Q ° ° q Project No.: � ��ir I I I' II 111.�� /i I I _ �U,�� III I I'I ► � j 1 w i�L/,,� �� I I I II I I�/ ��i i , 1 III 111 i,��h X 1 OPENING ° I R-o2 / All Ii fl ��'� w e a n e e Seal/Signature: o � I 11111 =1= �� , � F �rfirt —l— fi J d de �oFNEw,. -I- _t m - -4 i- I — -� -I- I -4 -1- --I- -1Ia- L �`�Nk y� _L ��'� �- � - - � OPENING / � I 4 - #5 ADD'L (2 EACH I �` � I I �P �.�iS SpY - - I I I111_ /�•— _ _IIII 1 _1— I SIDE OF OPENING OR PIPE 11'� _I_ I ° a �~`' I I I I)li �� I �� 1111 I Z-1 j 4a ° ° 4 ° ; },1. t;< a— —I—y�� _I_ �,\, _1_ fi _1_ fi LINTEL SCHEDULE 4 d ° n {7 UJ UJ OPENING G" OR 8" WALL 10" OR 1 2" WALL a d ° °° �2� ' d A 082359 <C/ ° a e e d a -a- -0- 2 -#3 �- - 2 -#3 a �Ofi�SS1Ut`�P 4 - #5 ADD'L (2 EACH 2'-0" TO 4'-0"' LST OR 2'-O" MIN., OR SIDE OF OPENING OR PIPE _� � 2 -#3 2 -#3 HOOK(TYP. ALL CORNERS) 2 -#4 2 -#4 NOTE: NOTES: 4'-0" TO 5'-4"' 1. L5T = TEN51ON SPLICE LENGTH AS PER SCHEDULE IN G.S.N. I . PROVIDE ADDITIONAL HORIZONTAL AND VERTICAL BARS EQUAL TO THE _ �- 2 -#5 + ♦ 3 -#4 2. HOOK ALL INTERRUPTED CONTINUOUS BARS Date: Scale: NUMBER OF BARS TERMINATED AT OPENING, HALF EACH SIDE. 3. PLACE I/2 OF REINFORCING BAR AREA INTERRUPTED BY 03/20/24 AS NOTED 2. AT SINGLE LAYER REINFORCED WALLS OR SLABS, PROVIDE ONLY SINGLE OPENING IN THE SAME FACE AT BOTH SIDES OF OPENING. LAYER OF ADDITIONAL REINFORCING AT OPNG. _ 2 -#5 2 -#5 4. OPENINGS WH05E GREATER DIMENSION IS 4" OR LESS, ARE Drawing Title: 3. TERMINATE REINF w/ STD HOOK WHERE OPENING ADJACENT TO WALL OR ♦ � - �- SPACED 10" MIN. FROM ANY OTHER OPENING OR EDGE, AND STRUCTURAL DETAILS SLAB EDGE. 5'-4" TO 8'-0"' 2 -#G 3 -#5 DO NOT INTERRUPT ANY REINFORCING DO NOT REQUIRE — - ♦+ ADDITIONAL REINFORCING PER THIS DETAIL. Drawing No.: D TYP. ADDITIONAL REINF. AROUND OPENING AT SLAB OR WALL E TYP. CONCRETE LINTEL DETAIL F TYP. OPENING IN CONCRETE WALL J-30I N.T.S. S-30I N.T.S. S-3OI N.T.S. ■ r.,.,. r z - .usmlwr...s.. ., `..asussr'wa.iw DRAWING ISSUE NO. DATE ISSUED FOR EXIST. C.M.U. 1 10/30/2019 SOUTHOLD TOWN TRUSTEES FOUNDATION WALL 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS d ° 4 I //\ -_ 5 ° '-- --- ° ° 4 -- ...__....------ ------ --------, ___- �\ 6 ° i' ° / d ° d ° \ \ 12" CONCRETE g 12 CONCRETE d \ d FOUNDATION WALL \ FOUNDATION WALL .° ° I... 9 ._... ._Q 4 d NOTE: 10 \ 12' CONCRETE FOR INFORMATION d °p ° 4 d ° 4 \\� FOR INFORMATION 11 ` ° FOUNDATION WALL ° d d° 1 NOT SHOWN SEE 12 NOT SHOWN SEE ° d ° ° DETAIL: ° ___ lv - - -- — _.................(_-_..__. ° /\\� DETAIL: /\ #5 BARS VERT. @ 12" D.C. rA I \// A DRAWING REVISIONS RIGID INSULATION, SEE / �� ARCHITECTURAL / ° • -30 4 ° ° ° d i ° //\\ NO. DATE REVISION ° 4 ° ° #4 DOWELS @ 24" O.C. w/ ° / #4 DOWELS @ 24" O.C. w/6" 2 #4 BARS @ 12" O.C. G" EMBED. INTO EXIST. °O1 ° d d° ° ° (i EMBED. INTO EXIST. FOUNDATION 3 DAMP PROOFING FOUNDATION WALL w/ HILTI ° \/\ WALL w/HILTI HIT HY-270 PER ARCHITECTURALd HIT HY-270 ADHESIVE 4 ° ADHESIVE ANCHORING SYSTEM 4 /\ ° • 4° ANCHORING SYSTEM ° ° _ - - -- - - ---- \\ 5 #5 DOWELS @ G" O.C., % \ I/2" BITUMINOUS _-._...._._--.-.. 4 d \ d ° 6 / ° EXPANSION MATERIAL 7 LAP 40 BAR DIIA., \� \ a d EXIST. C.M.U. ° ° 8 ALTERNATE HOOK / W.W.F GXG -WI .4XW1 .4 FOUNDATION WALL --------—__---._--__ .-_--__-�__-.�-.._._-.__-_.__-.i ________-_--- \\ /\\ @ CENTER OF SLAB �4 ° ® d _ \/\ 9 10 WATER5TOP' ` • 4 4" CONC. SLAB /\\j/\// CONT. KEYWAY ` ° °. ° d ° ° 4 a d / /� (2) #4 DOWELS @ 12"O.C. w/G" 12 T.O. SLAB, SEE EMBED. INTO EXIST. STRIP THIS APPLICATION IS APPROVED ONLY FOR WORK \ d ° � FOOTING w/HILTI HIT HY-200 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL \/\\\\ ADHESIVE ANCHORING SYSTEM OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 4 d FOUNDATION PLAN - 4 4 4 — — ` — a —x EXIST. CONT. CONC. / ° ® 4 - ---- \ / \/\ / STRIP FOOTING \/ d Qh d / // / TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 4 ° 4 \//\\/\\\� ACCORDANCE WITH APPLICABLE CODES. LLI d° ° /�// //\// • ° /\\� NEW CONT. CONC. _ ° \ \ / ° \ // \/\\ ° ° Consultants N v \ ° ° 10 MIL VAPOR BARRIER ° STRIP FOOTING $fig q ° W (h /\// 4 • 4 • °d ° 4 ° ° /\\/\ .S. EngineeringA� 9 ViCap P.C. _ — \ 4" COMPACTED A.B.C. NEW CONCRETE / d ° EXIST. CONT. CONC. \\ • 4 • • //\// d✓ b j UNDERPINNING /\\ ° • • • ° • STRIP FOOTING ° \/ 1A./here innovation meets �'"r ticaf r d CONT. CONCRETE STRIP �\ \\ FOOTING, SEE SCHEDULE NEW YORK CITY: /�� FOR SIZE REINFORCING \\ \ j / / ' \ / 630 FIFTH AVE., SUITE 2000 \\/ NEW YORK, NY / (4) #4 x 12 DOWELS w/G EMBED. 4 COMPACTED A.B.C. EQ. I'-0" EQ. INTO EXIST. STRIP FOOTING @ 8 O.C. VERT. * HORIZ. w/HILTI HIT HY-200 NEW CONT. CONC. LONG ISLAND: ADHESIVE ANCHORING SYSTEM NEW WALL END TO 51DE STRIP FOOTING EXIST. WALL END TO 51DE SEE SCHEDULE OF EXIST. WALL OF NEW WALL 100 DUFFY AVE., SUITE 510 -#0928 HICKSVILLE, NY 11801 A TYP. 12" FOUNDATION WALL FOOTING @BASEMENT B NEW FOUNDATION WALL TO EX15T. C. M . U . FOUNDATION WALL FLORIDA: I " = I '-0" f" = I '-0" P.O. BOX 210 S-302 �O2 TERRA CEIA, FLORIDA, 34250 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 4" 4" SAWCUT SLAB WITHIN 12 N HRS. AFTER PLACEMENT 1/8" Ln OF CONCRETE 4" CONCRETE SLAB W1 W.W.F GXG - RESULTING W 1 .4XW 1 .4 @ CENTER OF SLAB Applicant of Record: CONTROLLED CRACK I SAAC - RA E — 430 MAIN STREET GREENPORT, NY 11934 v T. 347-276-6093 E. clay@isaac-rae.com to 5 I/2" 5 112" /� �\ / \\\ ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF(SAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE VAPOR BARRIER COMPACTED A.B.C. I I H.S.S. STEEL COLUMN, I SAWCUT JOINT Project: SEE FOUNDATION IPLAN i 4452 Peconic Bay 4" CONCRETE SLAB W1 W.W.F GXG - 4452 Great Peconic Bay Blvd, Laurel, NY 11948 1 " X 1 112" CONT W I .4XW 1 .4 @ CENTER OF SLAB 3/1 G 1 112" 5,000 PSI KEYWAY ( I "X3") NON-SHRINK GROUT STOP W.W.F. AT CONTROL JOINT EXIST. C.M.U.�O L BEYOND #3 BAR CONT. @ Project No.: 3/4" BASE PLATE w/(4) i 3/4"(� HEADED ANCHORS CONC. CLOSURE POUR TREAD NOSE TYP. w/MIN. 10" EMBED. 4" CONCRETE SLAB w/ NEW CONCRETE STEPS Seal/Signature: VE W.W.F GxG - W 1 .4xW 1 .4 PORTION OFDEXISTOSLAB @ CENTER OF SLAB - �� `° �- I/2" BITUMINOUS ° d EXPANSION MATERIAL ° ° ° v- ---- d l ° °. ° W.W. GXG -W I .4XW I .4 - • d a ° . /� @ CENTER OF SLAB • c�� J \ I 1 ° \\/ �/' \\ / \ 4 CONC. SLAB \/\ \\ LLJ d ° °° / \ VAPOR BARRIER ° . 4 dl I_ ° dbla ° \\ n /\ \\\\ 8235g 4r w / \// / ° — —ac°= - �@ — —°>c= �c— — _x_ a • /\\ \ #4 BARS @ 1 2" O.C. w/ p _ \\\ d °. //\/� I O MIL VAPOR BARRIER 4" COMPACTED A.B.C. ° G" EMBED. w/ HILTI HIT r0 w / \ I -0 G G I -0 d ° / /\ 9p �P Ir HY-200 ADHESIVE fi6SSi0 "' ° ° 4" COMPACTED A.B.C. ANCHORING SYSTEM °• d a • ° • //\\` CONCRETE FOOTING, C . I . F. JOINT \ ° SEE FOUNDATION PLAN /�/. /\\/ /\\//\/�/\�\ \\\/\\/� #4 BARS CONT. @ 12 O.C. ° °d \\\\ NOTE: /�//\\/'�\\� I . TYPE OF JOINT IS OPTIONAL WITH CONTRACTOR. SAWED JOINTS I 0 MIL VAPOR BARRIER \ \ / SHALL BE MADE WITHIN 12 HOURS AFTER PLACING CONCRETE. 4" COMPACTED A.D.C. 2. WHEN KEYWAY JOINT IS ELECTED, THE SLAB SHALL BE PLACED NEW CONCRETE \ \ \� Date: Scale: SEE SCHEDULE FOP,REINF. IN CONTINUOUS STRIPS. UNDERPINNING BEYOND /\\`,F�\ \\ 03/20/24 AS NOTED 4" COMPACTED A.B.C. 3. AT THE CONTRACTORS OPTION, A METAL PRE-FORMED JOINT OF � 7`�`\'7 �\��\�/j Drawing Title: APPROVED DESIGN WILL BE ACCEPTABLE AT EACH CONTROL JOINT SEE SCHEDULE IN LIEU OF THE ABOVE JOINT TYPES. STRUCTURAL DETAILS 4. WHERE SAWED JOINT WILL BE LEFT PERMANENTLY EXPOSED TO VIEW, FILL THE JOINT FLUSH WITH FLEXIBLE SEALING COMPOUND. TYP. SLAB-ON-GLADE CONTROL JOINT TCJ . E CONCRETE STEPS SLAB ELEVATION CHANGE Drawing No.: H .5.5. COLUMN � FOOTING DETAIL ( D� @ 5-302 SCALE: 1 " = 1 '-0" 5-302 N.T.S. 5-302 N.T.S. c ..� DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION N 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS m 4 �n 5 6 7 8 N 9 m 10 2 I/2" 2 I/2° (4) 3/4"0 HEADED 11 ANCHORS w/ 10" 12 MIN. EMBED. DRAWING REVISIONS SEE SHEARWALL SCHEDULE SEE SHEARWALL SCHEDULE N0. DATE REVISION FOR SHEATHING AND 2xG STUDS @ I G" O.C. FOR SHEATHING AND 2xG STUDS @ I G"O.C. 1 ATTACHMENT ATTACHMENT 2 1/2"0 HEADED ANCHORS @ 1/2"0 HEADED ANCHORS @ 3 2xG STUD WALL BEYOND 45" O.C. MAX. w/8" EMBED. I Od TOENAIL EA. SIDE, EA. 48" O.C. MAX. w/8" EMBED, 4 I (COUNTERBORE) J015T TYP. I (COUNTERBORE) 5 6 SEE SHEARWALL SCHEDULE FOR CONT. P.T. 2xG WOOD PLATE FILOOR SHEATHING, CONT. P.T. 2xG WOOD PLATE FLOOR SHEATHING, 7 SHEATHING AND ATTACHMENT H.5.5. COLUMN, SEE 53EE SCHEDULE SEE SCHEDULE 8 I FRAMING PLAN BLOCKING BETWEEN JOISTS TYP. 9 3/4" BASE PLATE w/(4) 314"0 HEADED ANCHORS 3/1 6 FINISHED GRADE — — — — FINISHED GRADE 11 10 w/MIN. 10" EMBED. ° • I • 12 1 112" 5,000 F51 FLOOP,SHEATHING, I I NON-SHRINK GROUT SEE SCHEDULE ° ° THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 1.77# _ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I I ° \�\\/\//\///\//\\ Q • ��\\/\// ///\//\\ • ACCORDANCE WITH APPLICABLE CODES. ' /\\\\\/\ ° 7JJ TJI fFLOORJOIST, SEE \ \ \ _�\ ° FJRAMOO PLANT, SEE FRAIMING PLAN /� \ \4 CONT. (,2) 2xG WOOD PLATE \// 4 TJI BLOCKING @ 24" O.C. Consultants ° CONT. (2) 2xG WOOD PLATE A.S. Engineering Services, P.C. \/ TJI FLOOR JOIST, SEE \\ here innovation meets practicality\ \ Q ' ° I I t / FRAMING PLAN \/ \/ ° Q NEW YORK CITY: CONT. CONCRETE / CONT. CONCRETE ° \ ° FOUNDATION WALL \ • ° FOUNDATION WALL CONT. CONCRETE \/ 630 FIFTH AVE., SUITE 2000 \ \ Q NEW YORK, NY • ° FOUNDATION WALL \ ° ° NOTE: //\\ NOTE: \/\\ ° /\/ /\/ NOTSHOWN LONG ISLAND: FOR INFORMATION FOR INFORMATION \/ ° FOR INFORMATION \ \ ° NDE ASHOWN SEE:IL: \\ ° Q DETAIL: SEE ° NOT SHOWN SEE a Q A ° A 100 DUFFY AVE., SUITE 510 - #0928 DETAIL: HICKSVILLE, NY 11801 • A FLORIDA: P.O. BOX 210 TERRA CEIA, FLORIDA, 34250 PHONE: A ( 13� C WALL FLOOR FOAMING TO FOUNDATION CELL: (631) 38-07859 H .S..S. COLUMN TO FOUNDATION WALLWALL � FLOOO FRAMING TO FOUNDATION FAx: (631) 938-0784 -303 1 1 0 5-303 SCALE: I " = P-0" 5-303 SCALE: I" = P-0" Applicant of Record: I SAAC - RA E 430 MAIN STREET GREENPORT, NY 11934 T. 347-276-6093 E. clay@isaac-rae.com ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET I FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. SEE ARCH. FOR IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR EXTERIOR DOOR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN SEE SHEARWALL SCHEDULE SEE SHEARWALL SCHEDULE 1/2" BITUMINOUS I PERMISSION OF ISAAC-RAE ARCHITECTURE FOR SHEATHING AND FOR SHEATHING AND EXPAN51ON MATERIAL ATTACHMENT 2xG STUDS @ I G O.C. ATTACHMENT 2xG STUDS @ I G O.C. W.W.F GXG -W I .4XW I .4 @ CENTER OF SLAB I I Od TOENAIL EA. SIDE, EA. Pro ect: I/2"0 HEADED ANCHORS @ JOIST TYP. 51MF50N FLOOR TIE EA. SEE 48" O.C. MAX. w/8" EMBED. 4" CONC. 5LA13 SHEAR WALL PLAN FOR TYPE I Od TOENAIL EA. SIDE, EA. SEE ARCH. FOR 4452 Pecon is Bay AND LOCATIONS J015T TYP. (COUNTERBORE) 51MP50N H2.5A EA. 51DE FINISHED SURFACE FLOOR SHEATHING, 0 SEE SCHEDULE L 0 FLOOR SHEATHING, FLOOR SHEATHING, #3 BAR @ TREAD 4452 Great Peconic Bay Blvd, Laurel, NY 11948 SEE SCHEDULE SEE SCHfEDULE NOSE TYP. CONT. P.T.2xG WOOD PLATE CONT. P.T.24 WOOD PLATE Q • Project No.: FINISHED GRADE Q • — — — — FINISHED GRADE Q I • • °° d a ---------Q�------- -x--------x-__a ° ° I R-02 ° ° Seal/Signature: ° ZO a — /\//\///�%/\\//\\\ Q �- 4 FRAMING PLAN �,c,P ��tS SP}. 'S) FJRAMIONOG PLAN JOIST, SEE � ° , .��' — \\\ Q I \ � I \/\\\\ LVL FL.00R BEAM SEE � ° ° 41 r" [C CONT. (2) 2xG WOOD PLATE ° 4" CONT. (2) lyggV�AT� � . . /\/ a � ° rn � y .� � 4" CONT. (2) 2xG WOOD PLATE x\ \/\ Q '.° ° 082359 (2)#4 BARS CONT. �� CONT. CONCRETE OrSSStON CONT. CONCRETE /\\\/ � CONT. CONCRETE I II �\ • ° FOUNDATION WALL / \\/ NOTE: FOUNDATION WALL ° FOUNDATION WALL 1 _O \ ° a FOR INFORMATION / /\ NOTE: ° \ ° NOT SHOWN SEE \/\\ ° NOTE: FOR INFORMATION \/ FOR INFORMATION / DETAIL: / ° NOT SHOWN SEE / ° NOT SHOWN SEE °° •Q a A \\ DETAIL: �\\ DETAIL: _301 Date: Scale: Q A \ Q A 03/20/24 AS NOTED -30 I -30 I Drawing Title: 1'-0" STRUCTURAL DETAILS Drawing No.: D 7YP. WALL TO FOUNDATION HOLD-DOWN DETAIL E LVL BEAM BEARING @ FOUNDATION WALL F CONCRETE STEPS AT FOUNDATION WALL SCALE: I " = I'-0" SCALE: I " = I '-0" 5-303 SCALE: I " = I '-0" o � 3 S-303 5-303 DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 3" 3" P-0 1/2" 5" 5 3" 3" 1'-0 1/2" (8) 3/4"0 2 112" 2 112" 6 A325 BOLTS (8) 3/4"0 7 N A325 BOLTS 8 III + 11jj N 9 10 Q b- -6 .4" - 12 w �, m � N w Q DRAWING REVISIONS -1 112" 11, 3" 3" 3" 1 1/2" I 11211 3" 3" 3" I 112" `\' N0. DATE REVISION 114 I I/2" TYP. 2 I/2" I I/2" I/4 FLANGE WIDTH 1 112" 4 5 (3) SIDES " " I/2" I I/2" ' 114 I/2 I I/2 FLANGE WIDTH 1 112" FLANGE WIDTH 7 m 1 112" 8 I/4 9 ri m 1/4 TYP. N N i 10 TYP. 3/1 6 I I _ m N I 11 3/1 G I -� 12 i ( I ® ® THIS APPLICATION IS APPROVED ONLY FOR WORK NOTE: CUT SLOT IN BOTH— I/4 I ® - I TYP 311 G I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL SIDES OF H.S.S. TO TYF. 3/1 G * OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ALLOW SHEAR PL. TO 1/4 1 1 0 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN PASS THRU COLUMN I NOTE: CUT SLOT IN BOTH I ACCORDANCE WITH APPLICABLE CODES. STEEL WIDE FLANGE BEAM, NOTE: CUT SLOT IN BOTH SEE FRAMING PLAN SIDES OF H.S.S. TO SIDES OF H.S.S. TO STEEL WIDE FLANGE BEAM ALLOW SHEAR FL. TO ALLOW SHEAR PL. TO PASS THRU COLUMN w/ D 2x E WOOD PACK-OUT 3/8" SHEAR PL, w/(3) 13/1 G"O PA55 THRU COLUMN AND 2x BOTTOM PLATE, STEEL WIDE FLANGE BEAM, AN HOLES FOR 3/4"0 A325N BOLTS I SEE FRAMING PLANI SEE FRAMING ) 13/ Consultants I I 1 3/8" SHEAR PL. w/ (2) 13/I G"0 3/4"TOP BOTTOM MOMENT 1 3/8" SHEAR PL. w/(2') 13/1 G"O TYP I/4 HOLES FOR 3/4"0 A325N BOLTS i r, PL. w/(8) 13/I G"O HOLES EA. HOLES FOR 314"0 A325N BOLTS 114 Engineering `� i �°� P.C. I 1 1 1 I 1/2"TOP t BOTTOM MOMENT H.S.S. COLUMN, SEE _I 14 I I/2"TOP � BOTTOM MOMENT PL. w/(8) 13/16"0 HOLES EA. FOUNDATION PLAN NP• PL. w/(8) 1 3/1 G"0 HOLES EA. I I/4 I� I I H.S.S. COLUMN, SEE NEW YORK CITY: 1 1 i H.S.S. COLUMN, SEE I I I I I FOUNDATION PLAN FOUNDATION PLAN 630 FIFTH AVE., SUITE 2000 NEW YORK, NY B W 10 BEAM TO H .S.S. COLUMN - MC;2 MOMENT CONN . C W8 BEAM TO H .S.S. COLUMN - MC3 A W 12 BEAM TO H .S.S. COLUMN - "MCI " MOMENT CONN . " MOMENT CONN . LONG ISLAND: SCALE: I" = 1 '--0" SCALE:LE: I" = I'-0" SCALE: 1 " = 1 '-0" 5-304 -304 S-304 100 D FFYAVE., SUITE 5 0 - 0928 HICKSVILLE, NY 11801 FLORIDA: P.O. BOX 210 TERRA CEIA, FLORIDA, 34250 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 Applicant of Record: I SAAC - RA E 430 MAIN STREET GREENPORT, NY 11934 T. 347-276-6093 E. clay@isaac-rae.com 112" 1 112" BOLTS, SEE SCHEDULE 2" 1 1/2" ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET I/2" FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED I 1/2" w L4" x 4"x 3/8"x T.B.D. EA. SIDE OF BEAM w/ 3/8" STIFFENER PLATE IN UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. m 13/1 G"0 HOLES EA. LEG. SEE SCHEDULE FOR LINE WITH BEAM WEB IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 114" CAP PL. �o ANGLE LENGTH AND NUMBER OF BOLTS CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN z PERMISSION OF ISAAC-RAE ARCHITECTURE � I 3/I G `V I - x "-\ "' o LU w Project: - cn CONN. ANGLES BOLT SCHEDULE ® I 0 — 0 1i W 4452 Pecon is Bay ® 1 1 , ; o ® I I 1 m BEAM "X' DIM. TO ANGLE NUMBER OF A325N BOLT I � = 1 O 3/1 G DEPTH "D" 15T BOLT LENGTH BOLTS EA. LEG SPACING 4452 Great Peconic Bay Blvd, Laurel, NY 11948 — I ® 0__ — - STEEL WIDE FLANGE BEAM, 3/1 G 8" 2 112" 6" (2) 3/4"0 3" O.C. l l SEE FRAMING PLAN I/2" 10" 3 I/2" G" (2) 3/4"0 3" O.C. Project No.: 3/1 G STEEL WIDE FLANGE BEAM, NP, I I SEE FRAMING PLAN 12"TO 14" 3" 9" (3) 3/4"0 3" O.C. IR-02 3/1 G I SEE FRAMING PLAN STEEL WIDE f LANGE BEAM, I (4) 3/4"0 I 112" TYP. I 1/2"TYP. A325 BOLTS ( � ) S I D E �� Seal/Signature: 15 TO 17 3 1 2 (4) 3/4 0 3 O.C. NOTE: CUT SLOT IN BOTH 3/8" SHEAR PL. w/ I 18"TO 20" 3" 1511 (5) 3/4"0 3" O.C. SIDES OF H.S.S. TO 1 13/1 GO HOLES 2 I"TO 23" 3" 18" (G) 3/4"0 3" O.C. ALLOW SHEAR PL, TO I BOLTS, SEE SCHEDULE 2" 1 112" 24"TO 2G" 3" 21 It (7) 3/4"0 3" O.C. PASS THRU COLUMN ( H.S.S. COLUMN, SEE H.S.S. COLUMN, SEE H.S.5 STEEL COLUMN, ,QF FOUNDATION PLAN FOUNDATION PLAN SEE FRAMING PLANS L4"x 4"x 3/8"x T.B.D. EA. SIDE OF BEAM w/ 1/2 Q� �S SPY, ,p 1 I 1 1/4 1 1 13/1 G"0 HOLES EA. LEG. SEE SCHEDULE FOR Co ��• �, 3/4" BASE PL. w/(4) 1 ANGLE LENGTH AND NUMBER OF BOLTS 13/1 G"O HOLES TOP OF COLUMN = TOP OF (BEAM COLUMN CONTINUES THRU FLOOR I - mLU f 082359 SHEAR PL. BOLT SCHEDULE 3/8'" STIFFENER AAOFESStO�P� PLATE EA. SIDE cn BEAM PLATE NUMBER OF BOLT IF DEPTH "D" HEIGHT A325N BOLTS SPACING 8"TO 10" 6" (2) 3/4"0 3" O.C. 3/I G 3 SIDES II 2"TO 14" 9" (3) 3/4"0 3" O.C. 3/I G TYP. STEEL WIDE FLANGE BEAM, STEEL WIDE FLANGE BEAM, SEE FP.AMING PLAN 112" SEE FRAMING PLAN 115"TO 1 7" 12" (4) 3/4"0 3" O.C. STEEL WIDE FLANGE BEAM, 118"TO 20" 15" (5) 3/4"0 3" O.C. WIDE FLANGE BEAM, (2) SI DES SEE FRAMING PLAN Date: 03/20/24 AS NOTED 21"TO 24" 18" (G) 3/4"0 3" O.C. SEE FRAMING PLANS Drawing Title: STRUCTURAL DETAILS ( D� STEEL BEAM TO H .S.S. COLUMN E COLUMN TO STEEL BEAM CONN . F STEEL BEAM TO STEEL BEAM CONNECTION 5-304 SCALE: 1 " = 1'-0" 5-304 SCALE: 1 " = 1'-0" 5-304 SCALE: I" = P-0" Drawing No.: DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 4 5 2xG STUDS @ I G" O.C. 2x6 STUDS @ I G" O.C. 2xG STUDS @ I G" O.C. 6 7 8 2xG CONTNUOU5 SILL PATE 2xG CONTNUOU5 SILL PATE 2xG CONTNUOU5 SILL PATE _ z SIMPSON CS 16 51MP50N HD5B FLOOR TIE VV/ 0 10 o SIMPSON CS I G EA. STUD FLOOR SHEATHING, 5/5"0 THREADED ROD TYF'., o FLOOR SHEATHING, 11 z FLOOR SHEATHING, o 0 EA. STUD SEE SCHEDULE _' w SEE SCHEDULE SEE FRAMING PLAN FOIR SEE SCHEDULE 2xG STUDS @ I G" O.C. 12 0 o LOCATIONI5 w DRAWING REVISIONS 2xG CONTNUOU5 SILL PATE NO. DATE REVISION RIM BOARD RIM BOARD RIM BOARD FLOOR SHEATHING, ROOF SHEATHING, 1 SEE SCHEDULE SEE SCHEDULE 2 4 5 z TJI JOISTS, SEE TJI JOISTS, SEE (n LU TJI JOISTS, SEE FRAMING PLAN �j w FRAMING PLAN Q FRAMING PLAN 7 J - W o SIMPSON A35 EA. TJI BLOCKING @ 24" O.C. o CONT. (2) 2xG TOP PLATE I I 9 JOIST TO PLATE CONT. (2) 2xG TOP PLATE o CONT. (2) 2x6 TOP PLATE EXTERIOR SHEATHING, 10 2xG STUDS @ I G" O.C. SEE SHEARWALL SCHEDULE 11 2xG STUDS @ I G"O.C. EXTERIOR SHEATHING, 2xG STUDS @ I G" O.C. TJI JOISTS, SEE 12 EXTERIOR SHEATHING, SEE SHEARWALL SCHEDULE LVL FLUSH BEAM, IF PLAN THIS APPLICATION IS APPROVED ONLY FOR WORK SEE SHEARWALL SCHEDULE SEE FRAMING PLAN INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. A FLOOR FRAM I NG @EXTERIOR WALL B FLOOD FRAMING @EXTERIOR WALL C FLOOIR TO FLOOD TIE @ 51-1 EARWALL END D WALL FRAMING TO LVL FLUSH BEAM Consultants 5-305 5 5 �-305 1-0111 5-305 A.S. Engineering Services, P.C. Where innovation facets practiC city NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 100 DUFFY AVE., SUITE 510 -#0928 HICKSVILLE, NY 11801 SIMFLOOR SHEATHING, SOLID TJI BLOCKING FLORIDA: FLOOR SHEATHING, TRUSS S C DTC - SEE SCHEDULE TRUSS CLIP P.O. BOX 210 SEE SCHEDULE 5IMP50N DTC - 2x STUDS @? I G" O.C. 2x STUDS @ I G" O.C. TERRA CEIA, FLORIDA, 34250 TRUSS CLIP WALL SHEATHING, SEE WALL SHEATHING, SEE ARCHITECTURAL ARCHITECTURAL PHONE: 2x 501LE PLATE 2x SOLE PLATE CELL: (631) 560-0259 FLOOR SHEATHING, FAX: (631) 938-0784 FLOOR SHEATHING„ SEE SCHEDULE SEE SCHEDULE. Q Q o TJI WOOD JOIST @ 16"O.C., .Applicant of Record: N SEE FRAMING PLAN N 5IMF50N A-35 TOP I SAAC - RAE BOTTOM EA. END CONT. 2x TOP PLATE 7 CONT. 2x TOP PLATE 430 MAIN STREET GREENPORT, NY 11934 NON-BEARING 2x STUD WALL, NON-BEARING 2x STUD WALL, T. 347-276-6093 E. clay@isaac-rae.com SEE ARCHITECTURAL SEE ARCHITECTURAL7 TJI WOOD JOIST @ I G" O.C., SEE FRAMING PLAN 5IMP50N A-35 TOP t ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET TJI WOOD JOIST @ I C"O.C., SOLID TJI BLOCKING BOTTOM EA. END FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED SEE FRAMIMG PLAN BETWEEN JOISTS TYP. SOLID TJI BLOCKING UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE JOIST5 PERPENDICULAR TO WALL J015T5 PARALELTO WALL J015T5 PERPENDICULAR TO WALL J015T5 PARALELTO WALL Project: E 2x PARTITION WALL TO TJ 1 FRAMING F 2x PARTITI ON WALL TO TJ I FRAM I N G rG 2x PARTITI ON WALL TO TJ I FRAM I NG h 2x PARTITI ON WALL TO TJ I FRAM I NG 4452 Pecon is Bay �5-3�05 SCALE: I " = I '-O" 5-305 SCALE: I " = I '-0" 5-305 5-305 SCALE: I " = I '-O" SCALE: I " = I '-O" 4452 Great Peconic Bay Blvd, Laurel, NY 11948 NOTE: Project No.: FRAMING ABOVE NOT IR-02 SHOWN FOR CLARITY FLOOR SHEATHING, Seal/Signature: 11-011 SEE SCHEDULE 51MP50N H5 EA. SIDE 3" MIN. RIM BOARD or NEB, S sA r FLOOR OR ROOF EXIST. FLOOR SHEATHING FLOOR OR ROOF SHEATHING, cc SHEATHING, SEE SCHEDULE SEE SCHEDULE u m_ o n L� 082359 4r �OFESSIO�P I I IF 9I FLU5h HEADER, SEE II FRAMING PLAN AND y II SCHEDULE _ I' I 5IMP50N CS I G +1 \— e IMIT TOP $ BOTTOM EXIST. 2x JOISTS, SEE FRAMING PLAN 5IMF50N CS I G OVER TOP TJI JOISTS, SEE OF BEAM w/ I G" OVERLAP EA, Date: Scale: TJI JOISTS, SEE TJI JOISTS, SEE SIMPSON LU28 HANGERTYP. O3/2O/24 FRAMING PLAN SIDE OF BEARING STUDS AS NOTED NEW LVL BEAM, SEE FRAMING PLAN FRAMING PLAN (2) 2xG CONT. TOP PLATE @ I STUDS Drawing Title: WIDE FLANGE STEEL F STRUCTURAL DETAILS RAM PLAN SIMP50N IUS LVL BEAM, SEE @ 6" O.C. BEAM wl CONT. WOOD SIMPSON HGLTV HANGER LVL BEAM, SEE SIMPSON IUS HANGER TYP. FRAMING PLAN FRAMING PLAN HANGER TYP. BEARING STUDS, SEE HEADER PACK-OUT AND 2x OR APPROVED EQUAL SCHEDULE 5HT. G-002 TOP PLATE Drawing No.: J LVL BEAM TO STEEL BEAM K TJI J015T5 TO LVL BEAM L TJI JOISTS EXIST. 2x JOISTS TO LVL BEAM M FLUSH HEADER BEAM BEARING WALLJU SCALE: I " = I '-O" I 11 = I'-O" I " = I '-O" 5-305 SCALE: ► " = I '-O" (�5�05 5-305 5-305 305 - uo- -7 U �. . DRAWING ISSUE NO. DATE ISSUED FOR NOTE: 1 10/30/2019 SOUTHOLD TOWN TRUSTEES NOTE: FRAMING ABOVE NOT 2 03/20/24 ISSUED FOR CONSTRUCTION FRAMING ABOVE NOT SHOWN FOR CLARITY (2) 2xG CONTINUOUS TOP PLATE 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS SHOWN FOR CLARITY FLOOR SHEATHING, 2xG CRIPPLES @ I G" O.C. 4 3" MIN. SEE SCHEDULE 5 LVL BEAM, SEE TJI JOISTS, SEE FRAMING PLAN FRAMING PLAN SIMPSON H5 EA. SIDE JOISTS. DIRIECTION 6 5IMP50N H5 MAY VARY, SEE 7 EA. SIDE FRAMING PLAN 8 9 10 III 11 III 12 III 2xG PLATE DRAWING REVISIONS Pq NO. DATE REVISION 1 LVL BEAM, SEE 2 FRAMING PLAN �—(3) I Gd END NAILS TO 2xG STUDS EA. END OF HEADER 4 (2) 2)xG CONT. @ I G" O.C. T(OP PLATE 6 7 WOOD HEADER, SEE 2xG STUDS 8 2xC STUDS FRAMING PLAN @ I G" O.C. 9 2xG STUDS @ i G" O.C. @ 10, O.C. WOOD POST, SEE PLAN AND SEE HEADER 51MP50N L5TA24 10 WOOD POST, SEE PLAN AND SCHEDULE SHT. G-002 SCHEDULE FOR NO. EA. SIDE 11 SCHEDULE SHT. G-002 OF 2x KING STUDS SEE HEADER SCHEDULE 12 FOR NO. OF 2x TRIMMERS THIS APPLICATION IS APPROVED ONLY FOR WORK I Gd @ 12" O.C. - INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL - STAGGERED EA. FACE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN BEAM PERPENDICULAR TO 2x WALL BEAM ALIGNED w/ 2x WALL WIL U ACCORDANCE WITH APPLICABLE CODES. A FLUSH POWER BEAM @ BEARING WALL FLUSH LVL BEAM @ BEARING WALL C LOAD BEARING HEADER OPENING Consultants " = I '-O" SCALE: I " = I'-0" SCALE: I" = I ' S-30G SCALE: I 5-306 5-306 -0" A.S. Engineering Services, Where innovation rneets pr otiCall ty NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY I Od NAILS @ 12" O.C. EA. I Od NAILS @ 12" O.C. EA. FL005 5" FLATLOCK LONG ISLAND: SIDE, STAGGERED SIDE, STAGGERED SCREWS @ 12" O.C. 100 DUFFY AVE., SUITE 510 -#0928 EA. SIDE, STAGGERED HICKSVILLE, NY 11801 IIIII I I IIIII I I IIIIIIII FLORIDA: II II III 444* 1 1 1 P.O.TERRA CE A, FLORIDA, 34250 IIIII II IIIII II IIIIIIII PHONE: WOOD POST OR BUILT-UP STUD WALL SHEATHING, WOOD POST OR BUILT-UP STUD WALL SHEATHING, POST, SEE FRAMING PLAN AND SEE SHEARWALL SCHEDULE POST, SEE FRAMING PLAN AND CELL: (631) 560-0259 SEE SHE&RWALL SCHEDULE SHEAR WALL SCHEDULE SHEAR WALL;SCHEDULE FAX: (631) 938-0784 (2) 2xG OR(2) (3) 2xG OR(2) (4) 2xG OR(2) SIMP50N HD5B FLOOR TIE w/ 1 .75"x 5.5" PSL 1 .75"x 5.5" PSL 1 .75"x 5.5" PSL SIMPSOfN HD5B FLOOR TIE w/ O 2x6 CONTNUOUS SILL PATE 5/8'O BEAM DED FLANGOD WE E TYP LSEE p 2 PLY POST 3 PLY POST DED 4 PLY POST 5/8"0 THREADED ROD TYP., p FLOOR SHEATHING, FRAMING PLAN FOR LOCATIONS p FLO)OR SHEATHING, SEE FRAMING PLAN FOR SEE SCHEDULE SEE: SCHEDULE LOCATIONS 2xG CONTNUOUS SILL PATE Applicant of Record: FLOOG G" FLATLOCK FL0OG34 G 3/4" FLATLOCK I SAAC - RA E SCREWS @ 12" O.C. SCREWS @ 12" O.C. EA. 1 I I I I EA. SIDE, STAGGERED SIDE, STAGGERED 430 MAIN STREET 11Val III I I IIIII 1 1 1 > GREENPORT, NY 11934 II II 1 1 1 I I I IIIIIIII I I I I I IIIIIIII T. 347-276-6093 E. clay@isaac-rae.com II II II III ( IIIII ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED SEE SCHEDULE SHT. 11 UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. FLOOR JOISTS, SEE FLOOR JOISTS, SEE FLOOR JOISTS, SEE FLOOR JOISTS, SEE G-002 FOR MIN. POST IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR F RAM INIG PLAN FRAMING PLAN FRAMING PLAN FRAMING PLAN REQUIREMENTS OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PLANS FOR SPECIAL PERMISSION OF ISAAC-RAE ARCHITECTURE LVL OR LVL FLITCH BEAM, 5/8"0 THRU BOLT WIDE FLANGE STEEL BEAM w/ CONDTIONS SEE FRAMING PLAN w/ 1/8"x 3"x 3" CONTINUOUS WOOD PACK-OUT AND L (5) 2xG OR(2) L(5) 2xG OR(2) PL. WASHERS TOP PLATE, SEE FRAMING PLAN 1 .75"x 5.5" PSL 1 .75"x 5.5" PSL 5 PLY POST G PLY POST Project: 4452 Peconic Bay D 5HEA,R WALL HOLD DOWN TO LVL OR FLITCH BEAM E SHEAF WALL HOLD DOWN TO STEEL BEAM F BUILT-UP PSL P05T CONNECTOR DETAIL 4452 Great Peconic Bay Blvd, Laurel, NY 11948 S-30G 1 " = I'-0"' S-30G I " — 1 0 S-30G 211 t o Project No.: I R-02 Seal/Signature: SEE ARCH. FOR .1 6 of- NEB 1- FLOOR SHEAT SIMPSON H2.5A EA.HING, RAFTER TO PLATE TREADS AND RISERS ��'Q��'�15 Spl' G�� FLOOR SHEATHING, 5IMF50N A35 ANGLE EA. SIDE SEE SCHEDULE SEE SCHEDULE OF EDGE STRINGERS TYP. r SEE ARCH. FOR SEE ARCH. FOR TREADS AND RISERS rnZ� " ` LU TREADS AND RISERS 2x4 STUDS @ CONT. 2x4 PLATE 082359 I I 1 G" O.C. FLOOR SHEATHING, I I y SEE SCHEDULE �SStC) I I 2x 12 STRINGERS KII i I I @ 1 2" O.C. 2x8 JOISTS I G O.C. 2x4 SOLID BLOCKING 77- CONT. (2) 2x4 TOP PLATE TJI J015T5, SEE Date: Scale: FRAMING PLAN 2x8 JOISTS 2x4 STUDS @ I G" O.C. 03/20/24 AS NOTED 51MF50N IUT FACE @ I G" O.C. Drawing Title: MOUNT HANGER TYP. STRUCTURAL DETAILS LVL FLUSH BEAM, 2x 12 STRINGERS CONT. 2x8 LEDGER, MATCH CEILING 2x 12 STRINGERS SEE FRAMING PLAN @ 12" O.C. JOIST DEPTH. ATTACH w/(2) 3/8" 0 @ 12" O.C. TJI JOISTS, SEE TJI BLOCKING @ 24" O.C. LAG SCREWS EA. STUD w/3" EMBED. FRAMING PLAN Drawing No.: G STAI R STRI NGERS TO LVL BEAM H STAIR LANDING TO FLAME WALL I STAIR 5TRI NGER5 TO LANDING FRAMING STAI R STRI NGERS TO FLOOR FRAMING 0 5-30G I = I '-o" S-30G 1 = I'-o" S-30G I = I '-o" S-30G I = I '-o" DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS MEMBRANE OVER RIGID 4 INSULATION, SEE ARCH. SEE ARCH FOR DOOR SYSTEM ROOF SHEATHING, 6 GLA55 GUARDRAIL SEE SCHEDULE 7 SYSTEM, SEE ARCH. 8 SEE ARCH. FOR EXTERIOR SEE ARCH. FOR EXTERIOR 9 FINISHED DECK SURFACE FINISHED DECK SURFACE 10 MEMBRANE OVER RIGID MEMBRANE OVER RIGID MEMBRANE OVER RIGID _ WIDE FLANGE STEEL BEAM w/ 11 INSULATION, SEE ARCH. INSULATION, SEE ARCH. INSULATION, SEE ARCH. CONT. 2x TOP BOTTOM 12 FLOOR SHEATHING, FLOOR SHEATHING, FLOOR DRAWING REVISIONS SHEATHING, , SEE SCHEDULIE SEE SCHEDULE SEE SCHEDULEIL PLATE AND WOOD PACK-OUT c� NO. DATE REVISION 5IMP50NC5IG o `\J 1 TJI JOISTS, SEE EA. SIDE OF `_� 2 N BEAMS @ 32" O.C. N "' m 3 FRAMING PLAN I � - 51MF50N MIU ( (3) I .75"x I 1 .2511 — 4 WIDE FLANGE STEEL BEAM w/ HANGER TYP. LVL HEADER 5 6 CONT. 2x TOP :t BOTTOM PLATE AND WOOD PACK-OUT CONT. 2xG PLATE 7 2x JOISTS, SEE 8 TJI JOISTS, SEE 2x JOISTS, SEE 2x SOLID BLOCKING FRAMING PLAN HIM 9 FRAMING PLAN FRAMING PLAN 10 SIMPSC)N IUS 51MP50N LU28 HANGER TYP. 51MP5ON LU28 HANGER TYF. SEE ARCH FOR 112 1 HANGER TYP. WIDE FLANGE STEEL BEAM w/ DOOR SYSTEM CONT. 2x TOP PLATE AND SEE ARCH FOR THIS APPLICATION IS APPROVED ONLY FOR WORK WOOD PACK-OUT DOOR SYSTEM INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. A FLOOD ,AND ROOF DECK FRAMING TO STEEL BEAM B ROOF DECK AND ROOF FRAMING TO STEEL BEAM C ROOF FRAMING TO STEEL BEAM �3O SCALE: 1" = II'-0" SCALE: I " = I '-0" S-307 SCALE: 1" = I'-0" 5-�O7 Consultants A.S. Engineering Services, P.C. Whore innovation meets pr ctr:c city NEW YORK CITY: I Od TOENAIL EA. SIDE, EA. J015T TYP. I" A EQUALLY 630 FIFTH AVE., SUITE 2000 MEMBRANE OVER RIGID FLANGE SPACED MEMBRANE OVER RIGID WIDTH NEW YORK, NY INSULATION, SEE ARCH. INSULATION, SEE ARCH. ROOF SHEATHING, ROOF SHEATHING, II/2"O THREADED STUD @ SEE SCHEDULE SEE SCHEDULE 45" O.C. WELDED TO 3/I G LONG ISLAND: FLANGE, COUNTERBORE 100 DUFFY AVE., SUITE 510 -#0928 CONT. 2x PLATE �' HICKSVILLE, NY 11801 FLORIDA: RIM BOARD P.O. BOX 210 TERRA CEIA, FLORIDA, 34250 PHONE: 112"0 THRREADED STUD @ CELL. (631) 560-0259 TJI JOISTS, SEE 48" O.C. 'WELDED TO WEB 50LID WOOD PACK-OUT 3/5" PLATE WELDED TO �I FAX: (631) 938-0784 FRAMING PLAN TYP. , COUNTERBORE FACE OF COLUMN SIMPSON A35 EA. TJI JOISTS, SEE FRAMING PLAN . JOIST TO PLATE TJI BLOCKING @ 24" TYP 3/I C CONT. 2x PLATECONT. (2) 2xG TOP PLATE 2 NT. (2) 24 TOP PLATE 5�FEEL WIDE FLANGE BEAM, 3/I LVL BEAM, SEE SEE FRAMING PLAN FRAMING PLAN 2xG STUDS @ I G"O.C. 2x6 STUDS @ I G" O.C. I I Applicant of Record: EXTERIOR SHEATHING, EXTERIOR SHEATHING, S1MP50N HUC HANGER SEE 5HEARWALL SCHEDULE SEE 5HEARWALL SCHEDULE NOTE: n.P I SAAC - RA E REFER TO SPECIFIC DETAILS FOR BEAMS H.5.5. COLUMN, SEE I 1/8 430 MAIN STREET WITH PACK-OUT, TOP PLATE, AND OR FOUNDATION PLAN I I GREENPORT, NY 11934 BOTTOM PLATE REQUIREMENTS. I I T. 347-276-6093 E. clay@isaac-rae.com ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET D ROOF FRAMING TO WOOD FRAME WALL E ROOF FRAMING TO WOOD FRAME WALL F STEEL BEAM W/ WOOD PACK-OUT AND/OR PLATES G LVL BEAM TO H .S.S. COLUMN FORTH HEREIN ARE THE PROPERTY OFISAACRAELLC,ANDAREPROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. j307 I " = I '-O" SOI " = I'-0" S3 07 I" = I -O" IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 5-307 CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE Project: 4452 Peconic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 MEMBRANE OVER RIGID MEMBRANE OVER RIGID INSULATION, SEE ARCH. INSULATION, SEE ARCH. Project No.: FOR INFORMATION FOR INFORMATION ROOF SHEATHING, ROOF SHEATHING, IR-02 NOT SHOWN SEE NOT SHOWN SEE SEE SCHEDULE DETAIL A/5-305 DETAIL 5/5-305 SEE SCHEDULE Seal/Signature: 2xG STUDS @ I G" O.C. 2xG STUDS @ I G" O.C. - — - - - - -- - - 2xG CONTNUOU5 SILL PATE 2xG CONTNUOU5 SILL PATE RIM BOARD RIM BOARD OF N j� FLOOR SHEATHING, FLOOR SHEATHING, SEE 5CHEDULE SEE SCHEDULE q.) cc H HEADER, SEE A SEE �, CONT. (2) 2xG PLATE _ FLUS HE I FLUSH HEADER, N CONT. (2) 2xG PLATE 2 FRAMING PLAN AND I FRAMING PLAN AND I I I - TJI JOISTS, SEE I - m TJI JOISTS, SEE A 08235g 5CHEDULE SCHEDULE HEADER, 5EE: m FRAMING PLAN HEADER, SEE — FRAMING PLAN I SCHEDULE I I � _ FOP, 5CHEDULE ( I � = FE'SStQ INFORMATION I I FOR INFORMATION NOT SHOWN SEE 1NOT SHOWN SEE DETAIL D/5-307 DETAIL E/5-307 TJI JOISTS, SEE FRAMING PLAN TJI JOISTS, SEE CONT. 2x6 PLATE, SHIM CONT. 2xG PLATE, I FRAMING PLAN AS REO'D. WINDOW AS REQ'D. WINDOW 51MP50N IU5 HANGER TYP. TJI BLOCKING @ 24" O.C. SEE ARCH FOR SEE ARCH FOR Date: Scale: DOOR OR WINDOW DOOR OR WINDOW SEE ARCH FOR', SEE ARCH FOR 03/20/24 AS NOTED DOOR OR WINDOW DOOR OR WINDOW Drawing Title: STRUCTURAL DETAILS H FLU5H HEADER AT 2 N D FLOOR I FLUSH HEADER AT 2 ND FLOOR ROOF FRAM I NG AT H EADER BEAM K ROOF FRAMING AT HEADER BEAM Drawing No.: 11 " = I'-0" SCALE: I " = I '-0" SCALE: I" = I '-0" S-307 1 -- 1 '-01I 5-307 I s-307 ��07 0 ( m DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS JOIST DETAILS Load bearing or braced/shear wall 1Yz"round holes may be Plate nail-16d(0.135"x 3Yz'") Y 4 above(must stack over wall below) Load bearing or braced/shear wall above cut anywhere in web Plate nail, at12"on center g present) ALLOWABLE HOLES TJI JO�sts Plate nail, 16dent(0.135"x 3 YZ') When sheathing thickness exceeds 7/", 2x_stud wall at Floor panel nail- Blocking panel: 1Y8"TJ'rid Rim Board, (must stack over wall below when resent - ® outside of hatched zone if i.� at 16"on-center at 16"on-center g P ,� ° the are located 3"away Blocking panel: trim sheathing tongue at rim board 16' on-center 8d 0.131"x 2)/2" at 6"on-center TJ or 1Y2'TinnberStrand LSL or wall load bearing Y y g p ( ) ®. horizontally 6 1Y8'TJ°Rim Board, 1Y4'or Web stiffener , „ TJI Dist. wall above Min.distance from Table A Min.distance from Table B Plate nail-16d(0.135"x 3/z) Blocking panel: (edge-to-edge)from a 7 1Y2"TimberStrand°LSL or required on both Web stiffeners required on 2x4 minimum Web stiffeners 1Ye"TJ"Rim Board, DO NOT larger hole. at 16"on-center* both sides at A3.4W ONLY squash blocks required each side 1Y4'"or%"TimberStrand LSL cut or notch flange. TJI°joist sides at A2W ONLY Sheathing q q ° $ Floor panel nail- ®. 8d(0.131"x 2Yz'")at 6"on-center* boundary nails, at B3W ONLY or TJ 10 joist 9 8d(0.131"x2Y2") 1Ya"or1YZ' O 6:21 O Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand° Ys" Web stiffeners 6" 6" 10 1 re uired on both nail each side at A3._W LSL rim board. B1 61 W q 11 Toe nail-10d(0.131" sides of both joist 6" L, Closely grouped round L2 2 x Li Dz 6" 6" Toe nail, Toe nail, holes are permitted if 1Ya"TJ*Rim Board, When sheathing ends at B4W ONLY No rield cur minimum P minimum No retd cur Do not cur 12 10d 0.131"x 3" 10d 0.131 x 3" I 7 12" x 3")at 6"on-center ( ) ( ) (A3.1/A3.1 W only) thickness exceeds/', Web stiffeners required DO NOT hates In (applies to all holes the group perimeter holes in holes larger at 6"on-center at 6"on-center 1Ya"or 1 Y2'TimberStrand°LSL. trim sheathing tongue min. on both sides at B1 W End of joists at hatched meets requirements for narcned TJI°rim Dist at rim board cut le'nforcementt cantilever except q thanileven DRAWING REVISIONS Web stiffener 1 3 and B2W ONLY of support Table A - End Support nes : round or Square holes. zones cantilever Toe nail-10d(0.131"x 3") required on both Mustt have 1/4 minimum at 6"on-center* Install proper blocking to Blocking panels may be required NO. DATE REVISION sides at Al W ONLY oistt bearingat ends.Attach * support all panel edges 62 62W Blocking panels may be required with braced/shear B3 B3W with braced/shear walls above or B4 B4W Minimum distance from edge of hole to inside face of nearest end support rim joist perA3 detail. 8191919 PP P g walls above or below-see detail 61 O O below-see detail B1 O O JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE I *For additional installation specifications see Rim Board Detaills and Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 A3.4 11c DEPTH 2" 3" 4" 5" 6Yz" T' 8%" 11" 13" 2" 3" 4" 5" 6Yi" 7" 8r%" 11" 13" 2 O O O O y W Nail through eb with til ver,row wood backer and 110 r-0" r-0° r-o^ 3'-0° s-o° r-o° 1'-6' 2'1^ a-s° 4'-6" Weyerhaeuser Installation Guide for Floor and Roof Framing,7rJ-9001. Details and Installation in Weyerhaeuser Installation Guide 1Ya"TJ°Rim Board or 1Ya"or 1Yz"TimberStrand° Blocking TJI°joist web with 2 rows 10d(0.148"x 3") 210 1'-0" 1'-6" 2'-6" 3'-0" 5'-6" 1'-0" T-0" 2'-6" 4'-0" 5'-0" 3 for Floor and Roof Framing,TJ-9001. LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9Y,' 230 1'-5" 2'-0" 2'-6" T-6" 6-6" 1'-0" 2'4" T-O" 4'-T F-0" 4 top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3Y")nails with 3Y"TJI° 360 1'4' 2'-0" T-0" 4'-0" 6'-0" 1'-6" 2'-6" 3'-T 5'-0" 6-6" 5 connections equivalent to Floor panel schedule. joist flange widths. 560 1'6" 2'-6" 3'-6" 5'-0" T-0" 2'-0" T-0" 4'-0" 6-6" 6-0" 6'-0"length of TJI°joist 8"diameter maximum hole for 11%"- ® ° 110 r-a' 1'4' 11" z'-0" 7-6" 3'-0" 5'-s" r-0" r-6" r-0" 2'-s" a'-s" 5-0^ 6'-0" 6 reinforcement and filler 16"deep blocking panels;6"diameter 1Ye"TJ Rim Board 1Ya"or 1Yz"TimberStrand 210 1'4' 1'-6" 2'-0' 2'-0" 3'-0" 3'-0" 6'4" r-0" r-6" 2'-6" T-0^ 6-0" 5'-6" s'-6" LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to'Dist 11'/." 23o r-o" 1'-6" r-o^ r-6" 3'-0" T-6" 6'-6^ r-0^ 2'-0" z'-6^ T-6" 6-6" F-6" T-0^ 7 4'-0"length of 8"diameter maximum hole for 11%"- block.Use 4'-0"length maximum for blocking panels 9Y9' 1 230 1'-s^ r-o^ 3'-0" 3'-s° a's° s-o^ 7'-0^ 1--6" z's" 3'-0° a'-s" s's^ s'-0" r s^ $ Y4'reinforcement 7 ® one each at top and bottom flange. with one 8d(0.131"x 2Y") 360 r-T 2-4- 3'-0" N-o" s'-0" 6'-0" T-0" z'-6" 3'-6" a'-6" 5'-s" T-o" T-6" T-0^ 8"diameter maximum hole for 16"deep blocking panels; p diameter with 9Yz'"and 11/8'Tile deep or shorter than flanges. Ion Attach reinforcement to joist nail at each corner F1 applies to on one side at E2, maximum for blocking panels 9Yz" joists. Do not cut flanges. 1 9 Web stiffenerrs 117/"-16"deep blocking panels; g P with one 8d 0.131"x 2y") 110 r-o" r-o" r-o" r-o° r-s^ r-a' 3'-0" s'-s" r-o° r-a' r-s" z'-o" 3'-6" 4'-0" s'-o^ a'-o^ both sides at E3 deep or shorter than 12"long. ( Horizontal blocking uniformly 210 1'-0^ r-0" r-0" r-6" 2%0" 2'-6" S-6" 6'-0" 1'4' r-0" 2'-0" T-6" 4%0^ 4'-6" 6-6" 8'-6" *m, d from above required on tooth 6"diameter maximum for Do not cut flanges. ° nail at each corner loaded o'1Ya"TJ Rim Board 1Ya"or 1Yz" panels between each joists 14" 230 r-o^ r-o" r-o^ r-s^ r-s^ r-s^ a'-a' T-o" r-o^ T-o" r-o" 3'-0" a'-o" s-o^ T-o° s'-o^ 10 sides at E1VW ONLY blocking panels 9Yz"deep or TimberStrand°LSL.Nail with joist.Nail to top plate with only. 360 1'4' r-o" 1%6" 2'-6^ X-6" 4'4" 5'-6" 8'-0" r-0" r-s" r-6" 4'-0" 6'-0" 6'-0" e'-0" 9%6" shorter than 12"long. 10d 0.131"x 3" nails,one 3 " sso r-0" r-o^ 2%0" T-0" 4'-0^ 5'-a' 6-6^ 9'-0" r-6" S-a' 4'-0" 5'-o" T-o^ T-6- 9'-0" 1o'-a' 11 Ys" Do not cut flan es. ( ) rei length of/a connections equivalent to Wood A" R` ff IN 9 1Ya"TJ°Rim Board or 1Ya"or 1Yz" each at top and bottom flange. reinforcement on floor panel schedule. backer �af` e�e1 0�� +10 r-0^ r-o° r-o° r-o" r-0^ r-0^ z'-o° 3'-0" s-o^ r-o" r-0^ r-o" r s" 3'-0^ 3'-a' s-0° T-s" 10'-0" 12 3. 111-01. with 1 Oi131"xt3")nails,oe ech at 0d one side at E5, 12"length of 3/4i� ec �o1s" 230 1'4' 1'4' 1%0^ 1%0" 1'-6" 1'-0" 3'o" 4%0" T-0" 1'-a' ro" 1=0" 2'-0" 3 6" 4'o" r-0" 9'-0^ 11'-0" THIS APPLICATION IS APPROVED ONLY FOR WORK ( ) Attach reinforcement to both sides at E6 etto and bottom flan e. Full de th vertical reinforcement on one side �rt��9�r 1��<o aso 1.4. r-o" r-o° r-o" 2's" z's^ a'-s" s'-s" s'-a' ,'-o" 1'-0" t's° 3'-0^ 5'-0" s's^ s-o" to'-o^ 1r s"p 9 joist web with 3 rows p at E7,both sides at E8 F1 e� sso r-o° r-o^ r-o" r-o" 2'-s" 3-a' S'-o" 7'-s" 10'-0^ 1'-0" 2'-0" 3'-0" 4'-s" s'-s" 7'-0" 10'-0" 11'-a' 'o" INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 10d(0.148"x 3")nails at 6" blocking between OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR Attach reinforcement on-center,clinched.Use 2 each joist 4" 6" 7" 8" 10" 12" 14Y4" 16%" 4" 6" T' 8" 10" 12" 14Y4• 1s'/,"a CEffl) Less than 5" 1H„ 36o r-0" r-o" 1'-a' z'-o" 4'-0" 5'-6" 9'-s" r-o° 3'-0° a'-s^ s'-o^ to'-o° ,r-a' 13%6" TO BE CONSIDERED AS EITHER BEING APPROVED OR IN squash blocks to joist flange with 2 R` rows with 9y2'and 117/8' Less than 5" 8d(0.131"x 2Y2")nails at 6" �ai`� TJI°joists. sso r4. 1'-0., r4. r-o" 4'-6" T-0^ 10'-0" r-o" 5'-a' 6's" e'-o° 1r-a' t2'-a' 14'-0" ACCORDANCE WITH APPLICABLE CODES. 1Y"TJ°Rim Board or 2"\�� on-center.When reinforcing E5 E6 Gap*: WEB STIFFENER ATTACHMENT 20„ 360 1'-0" r-0" r-0" r-0" 2'-0" 4'-0" T-0^ 10-4' r-o" r-6" 3'-a' 4'-0^ CS Use 2x4 minimum squash blocks to 1Ya"or 1Yz"TimberStrand°LSL. Face grain a+ Ya"minimum sso r-o° 1'-r' r-o" r'-0" tt` both sides,stagger nails. transfer load around TJI®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3112"TJI® joist flange widths 1" 2Y4'maximum Table B - Intermediate or Cantilever Support E1 E1 W nails,one each at top and E2 E3 y g (1Y2'for TJI° � Nailing: pp bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Apply subfloor Tile joist blocking with end JOIST TJI• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Consultants Structural exterior sheathing pP y bldocks installed at Y3joist-span Web stiffener both sides. DEPTH 2" 3" 4" s" 6Y," 7' s'/," 11" 13" 2" 3" 4" 5" 6Y" T' 8%" 11' 13" adhesive to all See table below. *With point load from above,and no support Flush bearing plate required. Flashing locations using P pp Hanger height must ® g contact surfaces 9 below,install web stiffener tight to to flange 110 z'-o^ z'6" 3'6" a'-6" T 6" 1'6^ 2'-6" 3'-0^ 5'6^ s'6" II (� Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang two 8d(0.113"x 2y2) 9 p 9 /`� ' Engineering ,P.C. be a minimum of 60% / Tight fit* (gap at bottom flange) yy,. 210 2'-0" 2'6" 3'6" 5'-0" 8'-0^ 2'-0" 3'-0" a'-o" s'6" 7'6" a• Services, Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Treated 2x_ nails or 230 2'-6 3'-0^ a'-o^ 5'-6 8'-s" T-o" 3'-6" 41%6" 6'-6" T-6" of joist depth n NailingRequirements Where innovation meets practicality nails when possible. flange with face mount hangers). ledger Spa 2Y2'screws, Depth Minimum Web q 3so 3'-0" a'-o" 5's° s's° s'-o° 3'-0" a'-s^ s s" T s" e'-o^ Clinch nails when possible. t o�5< + typical TileJoist Series in. Stiffener Size Type Number Nails 560 T-6" 5'-0" 6'-0" T-6" 10%0" 4'-0" V-6" 6'-6" 8'4' V-a' See fastener , ® ,�� a a� YP ( ) YP 110 r-0" r-0^ r-6" 2'-6^ 4,_0„ 4'-6^ e'-6^ 1,-0" r-6^ 2'-6" 4%0" T-0^ T-0" V-s" table below.Maintain 1/a"TJ Rim Board or 1Ya" g Q�c End Intermediate ' :•�� or 1Yz"TimberStrand° LSL. � 110 All 5/a"x 2%s'i'� 210 r-0° r-o^ r-o" 3'-0" a'-s" 5'-0" s'-o° r-o" 2'-0" 3'-0" a'-s° e'-o" a'-o° 10'-0" NEW YORK CITY: 2"distance(minimum)from 3 „ 5 m 8d 11'/e" 230 r-0^ z'-o^ z's^ 3'-s" 5'-0^ s s" 10'-0^ r-o° r s^ 3'6^ 5'4" e's^ s'-a' to's^ • •.:"•• 210 All /4 x 2Y16' 360 2%0" T-0" 4,_0" 6-6" T-0" T-6" 11'-0" 2'-0" T-6" 6-0" T-0" 9'-6" 9'-6" 11'-0" Top mount edge of ledger to fastener. 230&360 All %8'x 2s/s'"' (0.113"x 2y") 3 3 560 r-6" T-0" 4'-6" 6-6^ 8'-0" 8'-6" 12'-0" T-0" 4'-6" s'-0^ 8%0" 10'-6^ 11'-0" 12%0" 630 FIFTH AVE., SUITE 2000 hanger CJption#2: Fastener Allowable Load(2)(Ibs/bolt) 2x_strapping installed atY3 16d 110 1%0" 1'-0" r-0^ r-0" r-o" 2'-6" 4'-6^ 8'-6^ r-o" r-0" r-0^ r-6^ s-a' 6'-0" 9'-0" 12'-0' NEW YORK, NY Face mount � Backer block YZ'Through bolt jcoist-span locations using two 560 All 2x4'2' 210 1%0" 1'-0" 1'-0" T-0" 2%6" T-0" 5'-6" 9'-6" 1%0" 1'-0" 2'-0" 3'-6" 6'-0" T-0" 10'-0" 13,4' hanger both sides of web Rim Board Material Y"lag bolt Y2"Through bolt with Air Space 2y2'screws per joist,typical (0.135"x 3Y") 14" 230 r-0" r-0" r-0" 2%0" T-6" 4'-0" 6'4^ 10'-0" 1'4" r-0^ 2%6" 4'-0" 6-6" 7'-6" 11%0" 13'-6" 3 4®� � c i 18" 4 3so r-o^ r-o" with single TJI joist 1Y8"TJ Rim Board 480 695 2'-0" 3'-6" 5'-G" 6'-0" 8'-6" 12'-6" +'-0" 2'-0" 4'-0" 5'-6" 9'-0" ,0'-0" ,r-o" ,a'-o" LONG ISLAND: 1 4"TimberStrand LSL 610 725 615(4) Option#3: 560D 20 2x4(2) 16d 5 5 560 T-0" 1'-0" 1%6" 3'-6" 5'-6" 6-6" 9%6" 13'-6" t'-0" T-0" V-0" 7'4" 10-4' 11%0" 13'-6" 16-0" Web stiffeners required if sides of 1 Ys"TimberStrand°LSL s75 725 Directl a )lied ceilin 22"(" (0.135"x 3Y2') 6 11 110 r-o" r-a' 1-0" r-o^ r-0" r-o" 2'-0" 5'-0" 8'-0" r-o" r-0" 1.-0., r-o^ 3'-6^ a-s^ e'-0" tr-0" is-0" With top mount hangers,backer block required only Y PP g 100 DUFFY SUITE 510 -#0928 H 1 hanger do not laterally support at H2 H3 24"'" 6 13 210 r-o^ r-a' r-a' r-o^ r-o^ r-o^ 3'-6° s'-(r' 10'-0" r-o^ r-o" r-0^ r-s" a'-0" 5'-a^ 10'-0^ tz'-s^ ts'-o^ AVE., least 3/e'of TJI°joist top flange O for downward loads exceeding 250 Ibs or for uplift O (1)carrosion-resistant fasteners required for wet-service applications. e When specified on the layout,once of W 1s' z3o 1'-0" 1'-0" 1'-0" T-0" 1'-G" ' " ' " ' " 11'-01, 1'-0" 1'-0. ' " '-6" 6 " 6'-0" 10'-6" 13'-6" 16-6" HICKSVILLE, NY 11801 2 Allowable load determined in accordance with ASTM D7672. 1 Psi or PS2 sheathin face rain verticalconditions.For nailing requirements see page 5,TJ- O the bracin o tions above is re tuired O O g' g 360 r-o^ r-o" r-o° T-o" 3'-a' a'-o° s'-0^ 10'-0^ 13'-0° r-o^ r-o^ r-o" a'-o" r-s° e'-s^ 13'-0' ta'-s^ n'-o^ 9001, Weyerhaeuser installation Guide for Floor and (3)%"TJ'Rim Board is allowed with joist depths-_16"only. g p (l (2)Construction grade or better sso 1'4' 1 r'-a' r-0" z'-6" 3'-6" T-0" 11'-0" 16-0" 1'-0" 1'-0" 3'-0" 5'-0" 9%0" 10'-0" 14'-6" 16'-0" 164. Roof Framing, TJ-9001. (4)Maximum y"shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI°560D Joists FLORIDA: 4" 6" 7" 6" 10" 12" 14Yi' 16Y4" 4" 6" 7" S" 10" 12" 14%" 16Y4' BEAM DETAILS FASTENING of FLOOR PANELS 360 1'-0" 1'-0" 1'-6" 3' 6'-0" s'-0" +4'-6" T-O" a'-o" 6%6" 9%0" 14'-s" 1s's" 1s'-o" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES sso r-a' 1'-0" 1%0" z'-o° s'-o" 10'-0° 1T-6^ 1-0" 6'-a' 8'-6" 1r-0" 1s's" 1e'-a' ,s's° P.O. BOX 210 TJI`�(1)(2) Rim Board 1Ya" TJ?`Joists 110 210 230or360 360 sso 560D 20„ 360 1'-0" 1'-0" 1%0" r-o° 3'-0^ s'-o^ 1r-0" 15'-0" r- - r-6" 4'-0"' T-0" 12'-6" 16-s" 19'-0" 20'-6" TERRA CEIA, FLORIDA, 34250 BEARIkVG FOR DOOR Nail Size 110,210, 360 and TimberStrand®LSL TimberStrand°LSL Microllam°" Parallam® 560 BEAM E BEAM BEARING AT Rim TJ Depth 9Yz"-117/a" 14"-16" 9Yz'-11'/a" 14"-16" 9Yi'-117/s" 14"-16" 18"-20" 11Ys-, 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement or longest side BEARING AT WALL OR WINIDOW HEADER CONCRETE WALL and 230 sso Rim Board 1Ya" 1Yz'• or wider LVL PSL CONNECTION • LeaveYs"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. PHONE: 1 ® 8d(0.113"x 2Yi'),8d(0.131"x 2Y") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block 11) 2x6+Ys" 2x8+YB' 2x6+y2' 2x6+YZ' 2x12+y2' Two Two Two Four Y4'x 15" • Tables are based on uniform load tables in current design literature. TJ Rim Board t Strap per imucicotcle if top plate a Detail H2 2x6 2x8 sheathing • For simple span(S minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located ® 10d(0.148"x 3"),12d(0.148"x 3Ya") 4"() 4"(3) 6" 4" 3" 3" 5" 4" ( ) 9 sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing 1Y4'or 1 Yz"TimberStrand is not contintuous over CELL: 631 560-0259 LSL or blocking for lateral header 16d(0.162"x 3Yz") 6" 6" 16"(4) 6"(5) 6"(5) 6"(6) 8"(4) 6" Cantilever Filler 2x6 2xl 0 2x6+%" 2x10+%" 2x6+Yz" 2x10+Yz" Not at the center of the joist span provided that no other holes occur in the joist. sheathing sheathing sheathing sheathing Not applicable FAX: 631 938-0784 Support (1)Stagger nails when using 4"on-center spacing and maintain%"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) 4'-0"long 6'-0"long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable ALLOWABLE HOLES - Headers and Beams ( ) panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) Strap per code if stop blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI°joists s " a " a „ 7 „ 7 •, s (Detail F7 or/a /a or/a /e or 1"Net zxs zxs 2x1z Two a x,5" 1.55E TimberStrand®LSL Headers and Beams plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. or H2) sheathing over column (3)With 10d(0.148"x 1'W)nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Y;'(to minimize splitting). Nail Size Filler 10d(0 128"x 3") 16d(0.135"x 3Yz") largest hole(minimum) hanger �• (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting) Backer 10d(0.128"x 3") Protect untreated Ya depth Allowed hole zone Column Face mount (6)Can be reduced to 3Yz"on-center if nail penetration into the narrow edge is no more than 1Y"(to minimize splitting). Filler 15 one side 15 each side 25 each side wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail hanger 9 9 P 9 9 q 9 9 (Quantity(z) 15 •^ Contact with recommendations listed above. Backer 15 15 15 r- ---- -------- --- ----------- - concrete ■Maximum nail spacing for TJI®joists is 18"on-center. I O O Applicant of Record: L1 L2 L3 See current Weyerhaeuser L4 ((1)If necessary,increase filler and backer block height for face mount hangers and maintain Ye"gap at top ofloist;see detail W Filler and backer block ------ ---'---------- ■14 ga.staples may be substituted for 8d(0 113"x 2Y2")nails if minimum penetration of 1' into the TJI joist or rim board is achieved ddimensions should accomodate required nailing without splitting 12"minimum for backer blocks and 24"minimum for filler blocks o 0 0 0 0 1.55 E TimberStrand°LSL O O literature for framing connectors O ■To minimizesplitting,maintain ed a distance and row spacing of 2 x nail diameter or " whichever is greater. (:(2)Clinch nails when q 9 p 9( ) _ 9 P 9 /a: 9 (() a possible Header or Beam Maximum Round I SAAC RA E ■Nailing rows must be offset at leastY"and staggered. Depth Hole Size ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor �� and Roof Framing,TJ-9001. 9)/4'9Y2" 3„ 430 MAIN STREET Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8" 8" 1%..-11 j8' 3%" Fastemer Installation Requirements cantilever and end bearings by blocking 14"-16" 4%" GREENPORT NY 11934 Piece? #of Fastener TJI®joist floor framing does El panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone •7 -7C C ' Width Plies TypeM Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging Or a rim board or rim joist. . Allowed hole zone suitable for headers and beams with T. 34 I-2/V-V O93 E. CIa'/@ISc`�aC-rae.COrrl 2j sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. 10d nails 3" 3 P g • Round holes only BEARING AT 12•� side so they fall halfway between Y COLUMN 2 12d-16d nails 3 Y4" 212) One side fasteners on the first side. • No holes in headers or beams in plank orientation. .ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED Screws 33/e'or 3Yz" 2 24" H2 Other Trus Joist® Headers and Beams UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 10d nails 3" 3'2( Al Rim board joint IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 12" Both sides 1 . 12d-16d nails 3Ya" 2(2) DO NOT bevel cutjoist between joists Microllam LVL CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN 3 E2 1 DO NOT Overhang seat cuts 1.3E TimberStrand° and Parallam°PSL 13/4 3%"or 3%" Both sides beyond inside face of wall. O PERMISSION OF(SAAC RAE ARCHITECTURE Screws 2 24" •Load must be applied evenly across 3 on beams beyond the inside LSL hole zone hole zone 2 x diameter of the y,depth 5" One side entire beam width.Otherwise,use face of support member. largest hole(minimum) Verify column capacity 10d nails(" 3" 3'2 connections for side-loaded beams. DO NOT cut,notch or drill and beam bearing 12, One side _----- _--- holes in headers or beams L5 length.See current 4 12d-16d nails(" 3Ya" 2(2' (per ply) --� except as indicated in • d o � � o o illustrations and tables. Project: Weyerhaeuser literature. 5"or 6" Both sides o 0 0 Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6 Y4' One side L6 form a header or beam of the required size,up to a TJI°rim joist Microllam® LVL and Other Trus Joist°Beams �4 52 P e eo n i c B a y 5"or 6" Both sides maximum width of 7" ••' 1Ys"TX'Rim Board or Parallam®PSL Headeror Beam Maximum Round Screws 2 24" 3Y2"' 2 6 3/4' One side ® allowed hole zone Depth 1Ya"or 1 y"TimberStrand LSL. s" Hole Size 4452 Great PeconiC Bay Blvd Laurel NY 11948 Yz"bolts 8" 2 24" - middle y span 4/a 1" y , , 5)z" 1%4' d 1.3E TimberStrand® LSL allowed hole zone d (1)1 Qd nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,U S P WS,or TrussLOK° B1 L1 7Y4"-20" 2" COLUMNDETAILS (2)Ain additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)VWhen connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes Project No,: BEAM ON B2 • Allowed hole zone suitable for headers and beams with uniform loads only. I R-02 • Round holes only COLUMN CAP NAILING AT BEARING (FLOOR) L5 No Holes in cantilevers. T.JI(D Joist to Bearing Plate Squash Blocks to TJI°Joist 63 Seal/Signature: • No holes in headers or beams in plank orientation. 1Ya"TJ°Rim Board orr (Load bearing wall above) 1Y4'or 1 Y2'TimberStrand°LSL. Joist may be shifted up to 3"if Use B1 Or B2 at One 10d(0.128"x 3") floor panel edge is supported O B4 intermediate bearings WARNING One 8d 0.113"x 2Yz") nail into each flange ( and span rating is not exceeded. with load bearing Or nail each side.Drive Do not cut joist flanges. g Joists are unstable until braced laterally nails at an angle at braced/shear wall Bracing Includes: ©F NEB Plumbing Drop g �.`'rG�`Z>Spy J 9 S g Strut Lines least 1Yz"from end. • Hangers • Rim Board • Rim Joist � V P1 from above • Blockin heathin End of joists �. � 'p �--� 3Yz"minimum I of supportat COLUMN BASE 3 •, intermediate bearing Also see detail B2 1/a minimum end bearing 9 _ single-family applications 5Y4'may be required r� ` t=``` � � r jt W for maximum H1 1 , �� _ _ ( t!J Shear transfer:Cornnections equivalent capacity O O Z(P to floor panel nailing schedule y d d ;;:;,•, _ Rim to TJI®Joist ° ° ,7 DO NOT walk on joists DO NOT walk on joists DO NOT stack building A�Q 08235g P•"�' �- 1Ya"TJ'Rim Board, ® Tile 560 rim joist:Toe o O ESSIC� 2:i: ;';:�'`;;••. ® , until braced- that are lying flat. materials on unsheathed Cfi or 1 y"TimberStrand LSL. Additional joist is required if ' '1••• ® nail with 10d(0.128"x 3") O .'' � o � � INJURY MAY RESULT. joists.Stack only over or TJI 110 rim joist: floor panel edge is unsupported L4 WARNING NOTES: beams or walls. O nails,one each side of or ifs an rating is exceeded. !�: ,', . P2 One 1la (0.131"x 3")nail into TJI°joist flange TJI°560 P g o LA Exterior Deck DO NOT use sawn Lack of proper bracing during construction can result in serious each flange floor joist :� O Attachment lumber for rim p p g g ® j •%•' •. accidents.Observe the following guidelines: TJI 210,230,and 360 rim joist: •••�y �. Structural 9 INSTALLATION TIPS O board Or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the Tile joists must be completely installed and properly nailed. One 16d(0.135"x 3Y2')nail into • .�.• sheathing ELEVATED ' o as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be each flange. •subfloor adhesive will improve floor performance,but COLUMN BASE � ® p P O after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1%"minimum bearing With depths>16",use Tile 360 rim joist. may not be required. O Top View Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Locate rim board joint between joists. o Safety bracing(1 x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI°110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. Date: Scale: of a TJI°joist with web stiffeners Is not a substitute Concrete 1 knockouts O H3 FNOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 03/20/24 AS NOTED 1 ( ) Yz" extended to a braced end wall. ;. 1Ya"TJ°Rim Board or for squash blocks or blocking panels. at approximately Fasten at each Dist with 6.The flanges must remain straight within 1/2"from true alignment. ,, ,,,.:,.:•- PP Y 1 Drawing Title: or 1 Y2"TimberStrand°LSL. 12"on-center two 8d(0.113"x 2Yz")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this ';' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California STRUCTURAL DETAILS partitions,space joists apart the width of the wall for to cause cancer.For more information on Proposition 65,visit .com/inform. Optional plumbing or HVAC. � � Bearing plate to be P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or r SUSTAINABLE grout One 10d(01.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop see detail). of wall or beam angle to minimize Y 1 P 9 p( ) OFATIATIVE �Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of rnembelrfat bearing, splitting of plate and Roof Framing, TJ-9000.For minimumA,,/ - WeyerhacuserWeyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved.1Yz"minimum o end end and intermediate bearing lengths. A W DrawingNo.: anair THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. Z X I � < ARCHITECT 56' MIN.\ REVISIONS D E S C R I P T 1 0 N 67" DIA. TURNING SPACE UP — . \ g EXISTING CONCRETE PATIO I MIN. I t I � UNIT 2 Lo of EXISTING I IF IT _ _ I VSELF+CLOSIqNG N RAMP I _ I — — zx — I a —J I 56" MIN.00 J — � UNIT 5'-0" I STORAGE _ EXISTING d' NG I HEADER ko BILCO DOORS a 36" HIGH HAND TO REMAIN BAST ROSQI� o I , • I� Cr LINE OF ROOF ABOVE RAIL (TYP) ( I I = ' — 67" DIA. TURNING SPACE = w o _ 2"x4" BOX GIRDER — O� EXISTING I a N — — - 67' DIA. TURNING SPACE ;�, DECK I of o / g I I = DECK `° = g 52" MIN. i \ 6'-9" 7'-10" TO BOTTO ¢ �� n ( ) OF DROPPED 7'-4" �223046 I o I E2GREOSs6 MIN. HEADER N 18• _ RESS m ----- �� — TV ------ 5'-8» N EXISTING N STORAGE o r�0 SECTION 603.2.2 DOOR SWING (ICC/ANSI N b0 4'-0' 117.1-2009) 14'-4" 11'-6" Doors shall not swing into the clear floor ' space or clearance for any fixture. SELF CLOSING CAGE STORAGE CEILING HEIGHT 8'-4" = EXCEPTION: Where the room is for individual UNITS o use and a clear floor space complying with EXISTING section 305.3 2 I provided within e beyond the arc the doorswing, the Do room LIVING EXISTING o IUNIT 3 door shall not be required to comply with ROOM BEDROOM0 �, STORAGE i 8'-0" section 603.2.2. 9m RETAIL BATHROOMS ICC ANSI 117.1 -2009 UNIT 3 ' � EXISIIN z 0 O SCALE: 1/4" = 1'-0" Q Q N � � u J LL N I O LL 0 1 �� N `I6 ,O ' w 6'-2" /% % -i// i- % v=io I E:ZH 20 SPLIT ° z I I BII-LEVEL DRINKING LO s-o' 3'-0" N CLOSET. EFAN CFMEXHA S oFOUNTAIN MODEL I- -__ TO EXTERI Rom¢IF ry I L;ZSTL8W5 Q �� I WQ W o w I = 3OILAI -A � BATHROOM 00 U) z � 1 -4" F _in 3'-6- 8'-0" z •• DF 9'-10A" — ILLjj o I z _ ' 9'-78" = so I Q o I_I — — TENANT SPACE 1Lo 0 I 3 rN I = I I o I 915 SF w OCCUPANCY B/M L ONE Q — ^� IEILI G I LAYn Lo ft 3 8" W � EXISTING d N O 6' M oW BEDROOM - /� Q 23'-2„ > EXISTING XISTING,I�3�p" �O a c 1 HOUR FIRE RATED WALL (UL U305) r7 2 CD 11'-0" 1f10D �o�0 2'-0' ATHRbO ~ 1-LAYER OF J" SHEET ROCK ON S _ _ o >> a 2"X6" WALL STUDS WITH ROCKWOOL M 52 F� 3 INSULATION WITH 1-LAYER OF " O Ln SHEET ROCK ON RESILIENT CHANNEL BUILT INS �p a n TO BE CONSTRUCTED AS A FIRE 1 HOUR FIRE RATED WALL (UL U305) t8" _ ?v BARRIER (SEC. 707) SCOPE OF WORK ELF CLOSING O 67' DIA. TURNING SPACE 3 " PROPOSED WALL 21'-3" 16R o 1 HOUR FIRE RATED WALL (UL U,305) DIVIDE EXISTING TENANT SPACE INTO "LAYER SHEET ROCK ON TWO ( 2) UNITS WITH A 1 HOUR FIRE = TENANT SPACE 2 2 M x6" WALLL STUDS UDS WITH ROCKWO(OL 276 SF ' INSULATION WITH 1-LAYER OF J" SHEET ROCK ON RESILIENT CHANNEL OCCUPANCY B/M TO BE CONSTRUCTED AS A FIRE RATED WALL ( UL U 3 0 5) CEILING HEIGHT 7'-8" BARRIER (SEC. 707) o EACH UNIT PROVIDED WITH EXISTING M ' 0 CODE COMPLIANT BATHROOM AND Charles M . Thomas EXISTING EGRESS . NO OTHER CHANGES - - EXISTING - - a r c h i t e c t Jr COVERED ENTRY P50 5 1270 1270 - _-= P5055 1270 1270 � TEMP ( I TEM P i I I PROPOSED PO BOX 877 JAMESPORT, NY 11947 (516) 702-3519 ( I PROJECT 36 HIGH HAND RAIL I -- COVERED ENTRY _ ILJ P51055 P5055 TE:M P TEMPI UP PROPOSED TENANT 34'-11" 14'-10" SEPARATION PLAN SCOPE OF WORK DIVIDE EXISTING TENANT SPACE INTO DATE, 1/7/26 TWO (2) UNITS WITH A 1 HOUR FIRE RATED WALL (UL U305) PROJECT No. EACH UNIT PROVIDED WITH EXISTING DRAWING BY. MC CODE COMPLIANT BATHROOM AND EGRESS. NO OTHER CHANGES CHK BY. PROPOSED DWG No. P FIRST FLOOR PLAN 0- 001 00 aF , 1 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATION'S, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHI TECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.