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HomeMy WebLinkAbout50731-Z rrt v TOWN OF SOUTHOLD BUILDING DEPARTMENT c 'c`� 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#: 50731 Date: 5/22/2024 Permission is hereby granted to: . Patterson, o art ...._ ... .._._. . ........ _.a._......�...�..._._ . . _..... c/oIT Brandywine. .... Trt Co 7234 Lancaster Pike Ste 300A ._._.. ckessi. .... .. .... ... ...._w_.. .._. Hockessin, DE 19707__�m To: Demolish existing deck and construct additions and alterations to an existing single-family dwelling to include a HVAC system as applied for per SCHD and DEC approvals. At premises located at: Crescent Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 6.-1-10 Pursuant to application dated 8/3 1/2023 and approved by the Building Inspector. m To expire on 11/21/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,212.50 CO-ADDITION TO DWELLING $100.00 Total: $1,312.50 ..... � ____. .._._.._.. n . .._...� Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ' Telephone (631) 765-1802 Fax(631) 765-9502 htt :"'wottloldtawnn o Date Received For Office Use Only PERMIT NO. v Building Intspector; � „u Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building Department Owner's Authorization form(Page 2)shall be completed. Town of Southold Date: OWNER(S)OF PROPERTY: Name:Robert Patterson SCTM#1000-006.1-10 Project Address:22 Crescent Avenue, Fishers island, NY 06390 Phone M Email: Mailing Address:21 Crescent Avenue, Fishers Island, NY 00090 CONTACT PERSON: Name:Bruce Kiniin Mailing Address:59 East 54th Street, Suite 92, New York, NY 10022 Phone#:212®6a95-2988 Email:bruce@kinlinrutherfurd.com DESIGN PROFESSIONAL INFORMATION: Name:Bruce Kiniin Mailing Address:59 East 54th Street, Suite 92, New York,, NY 10022 Phone#:212-595-2985 Email:bruce@kinlinrutherfurd.corn CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email. DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure igAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ o 000 Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 I this property? ❑Yes IONo IF YES, PROVIDE A COPY. Ni Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a BuRding Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,buliding code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Bruce D. Kinln @Authorized Agent ❑Owner Signature of Applicant: �� '""_ Date: — — O 2 STATE OF NEW YORK) S COUNTY OF .Txua, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ontrac r,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public DE3RA FF('HTER Notary Pubic, Stav< of?Jewyork No 1" 1P 1"' OWNER R AU"I 1tl KNY 0ualif Pd it r York Countl Commission Eyi uw r '08/09;A� (Where the applicant is not the owner) 1, Robert Patterson residing at 22 Crescent Avenue, Fishers Island, NY 06390 do hereby authorize Bruce Kinlin to apply on my behalf to the Town of Southold Building Department for approval as described herein. C, � �! Owner's Signature Date Robert Patterson Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Robert Patterson residing at 22 Crescent Avenue,Fishers Island,NY 06390 (Print property owner's name) (Mailing Address) do hereby authorize Bruce Kinlin (Agent) to apply on my behalf to the Southold Building Department. Caw b 23 (Owner's Signature) i (Date) Robert Patterson (Print Owner's Name) H Po q NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONS RV ON Division of Environmental Permits,Region 9 ° oww" ti J ° SUNY a)Stony Brook,50 Circle Road,Stony Brook,NY 11790 � a P:(631)444-0365 1 F:(631)444-0360 1 ° www.dec.ny.gov March 8, 2024 Robert E. Patterson General Delivery Fishers Island, NY 06390 Re: Permit ID 1-4738-00613/00005 Patterson Property Crescent Avenue Fishers Island SCTM # 1000-6-1-10 Expiration Date: 3/7/2029 Dear Permittee: in conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed'is a permit sign which is to be conspicuously posted at the project site and protected from the weather, and a Notice of Commencement/Completion of Construction form. Please be advised that this permit does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Sincerely, � . ens l Environmental Analyst Distribution List: KinlinRutherfurd BEH File 1f�wttK p���rRtrten,of +urraocrWTV EnrrironrnenieI Conservation da NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00163 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ROBERT E PATTERSON PATTERSON PROPERTY GENERAL DELIVERY CRESCENT AVE FISHERS ISLAND,NY 06390-9999 FISHERS ISLAND,NY 11971 Facility Application Contact: BRUCE KINLIN KINLINRUTHERFURD ARCHITECTS PLLC 59 E 54TH ST STE 92 NEW YORK,NY 10022 (212) 695-2988 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 749.83 NYTM-N: 4573.374 Latitude: 41°16'23.4" Longitude: 72'01'02.1" Project Location: 'FWW NL-11, 4 Authorized Activity: Construct an addition onto the existing single family dwelling, deck, landscaped roof area, retaining wall, I/A OWTS, drywell(s), abandon the existing septic system, and associated grading, filling, and ground disturbance. A portion of the project is within the 100-foot adjacent area of NYS regulated freshwater wetlands. All work within DEC's jurisdiction shall be done in accordance with the plans by CHA last revised 06/19/2023, and stamped NYSDEC Approved on 3/8/2024. * The proposed project activities are above the 10-foot elevation contour line on a natural gradual slope and beyond the jurisdiction of Article 25 Tidal Wetlands. Please be advised however, that no construction, sedimentation, discharge, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. Permit Authorizations Freshwater Wetlands-Under Article 24 Permit ID 1-4738-00163/00005 New Permit Effective Date: 3/8/2024 Expiration Date: 3/7/2029 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00163 NYSDEC Approval ................ ...... By acceptance of this permit,the pel"Inittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SHERRI L AICHER, Regional Permit Administrator Address: NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3 409 Date 6 Authorized Signature: ........... Distribution List .............. BRUCE KINLIN Habitat Environmental Permits .......... Per Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL. . RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: FRESHWATER WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plans All activities authorized by this permit must be in strict cont"ormance with the approved plans submitted by the applicant or applicant's agent as part of the permit application, Such approved plans were prepared by C11A last revised 06/19/20,23,and starnped NYSDEC Approved on 3/8/2024. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENT AL CONSERVATION Facility DEC ID 1-4738-00163 4. Equipment Storage 100' from Wetland,Water Body All ecluipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. 5. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to the area landward of the proposed silt fence line as shown on the approved plans. 6. Silt Screen Prior to commencement of any construction activities, a continuous line of silt screen (maximum opening size of U.S. Sieve#20) shall be staked along the silt fence line as shown on the approved plans. 7. Silt Screen to Be Recessed Silt screen shall be recessed six inches into the ground. . Maintain Silt Screen `rho screen shall be maintained, repaired and replaced as often as necessary to ensure proper function, Until all disturbed areas are permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland location before the screen is removed. 9. Clean Fill Only All fill shall consist of clean soil, sand and/or gravel that is free of the following substances: asphalt, slag, flyash,broken concrete, demolition debris, garbage,household refuse, tires, woody materials including tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. 1o. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems(I/A OWTS) Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services(SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model. The list of I/A OWTS systems which have received approval by SCDHS are found on website- Maps://reclaimourwaterinfo/. 11. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems(I/A OWTS) The perrnitice must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set,forth in the Suffolk County Department of Health Services(SCDI IS) permit issued for the system. 12. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 13. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body, wetland, or wetland adjacent area. 14. Seed, Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the project,within two days of final grading, or by the expiration of the permit,whichever is first. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00163 15. Temporary Mulch, Final Seeding If seeding is impracticable due to the time of year,a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 16. Minimum % Vegetative Cover Suitable vegetative cover is defined as a minimum of 85 % area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. 17. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result Crom flitlire operations undertaken by the State Ibr the,conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 18. State May Order Removal or Alteration of Work If fliture operations by the State of New York !I-equire an alteration in,the Position ofthe structure or work herein authorized,or if, in the opinion of the Department of avironniental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and Irlanner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 19. State May Require Site Restoration If upon the expiration or revocatiou,of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its f'ormercondition. No claim shall be made against the State of New York on account ofany such removal or alteration. 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants,epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: I. Facility inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of.Environmental Conservation(the Departu-tent)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). Page 4 of 6 AOL a&a- NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00163 The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced inaps, drawings and special conditions, Must be available for inspection by the Department,at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, 'Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Aiiy renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SLJNY @ Stony BrookJ50 Circle Rd Stony Brook,NY1 1790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves,the right to exercise all available authority to modify,suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terns or conditions of the permit; c. exceeding the scope of the project as described in the pennit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00163 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The pertnittee,excepting,state or federal agencies,expressly agrees to indemnify and hold harintess the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ""DEC"" for all claims,suits,actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the penult whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to, (fie permitted activities, and such persons,shall be subject to the same sanctions for violations of the Environniental Consetvation Law as those prescribed for the pertnittee. Item C: Permittee'Respotisible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 cc cu '— O) •�- E FL O 0. p. L qt O _ O (a co � *'' m 'vi O '� Uj A-ZN ti a N CU - w '�3 Z Y Q {.+ -0 'L � W C V O N x C LO L .-. . N Q �o � CU -0 m ' w ° w� O Q w ca � V QW a Z a� � � a c6 �— O 0, .Q 3 V Z �G �O 20- C N c� O D 3 c o ,0 c 0 (D rn (L) -v U) cu cu c 3 0 z ,°� N E ca Z N o C y C V L CD N e— O N C) � . C o E co a) ccu N E p) a N a) o O L 0. r •o c � 0 p w - ca ° O Z ca Pi L L .macO �, o c 0 a w :nN/" Generated by REScheck-Web Software , Compliance Certificate Project Patterson Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,555 ft2 Glazing Area 46% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 22 Crescent Avenue Bruce Kinlin Fishers Island, NY 06390 Kinlin Rutherfurd Architects 59 East 54th Street suite 92 New York, New York 10022 2126952988 bruce@kinlinrutherfurd.com Compliance: 10.0%Better Than Code Maximum UA: 442 Your UA: 398 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelo A emblie Connector-Wood Frame(Roof): Other 276 0.020 0.026 6 7 Main House- Concrete(Roof): Other 798 0.020 0,026 16 21 Main House-Wood Frame(Roof): Other 504 0,020 0.026 10 13 MAIN HOUSE-Wood Frame(West): Wood Frame, 225 20.0 0.0 0.059 0.060 4 4 16" o.c. Door 102: Glass Door(over 50% glazing) 57 0.320 0.320 18 18 SHGC: 0.40 Window 104: Metal Frame w/Thermal Break 34 0.320 0.320 11 11 SHGC: 0.40 Window 105: Metal Frame w/Thermal Break 34 0.320 0.320 11 11 SHGC: 0.40 Window 106: Metal Frame w/Thermal Break 34 0.320 0.320 11 11 SHGC: 0.40 CONNECTOR-Wood Frame(North):Wood Frame, 62 20.0 0.0 0.059 0.060 2 2 16" o.c. Window 207: Metal Frame w/Thermal Break 16 0.320 0.320 5 5 SHGC: 0.40 Project Title: Patterson Report date: 08/22/23 Data filename: Page 1 of 11 w Window 208: Metal Frame w/Thermal Break 16 0.320 0.320 5 5 SHGC: 0.40 MAIN HOUSE-Wood Frame(East):Wood Frame, 16" 100 20.0 0.0 0.059 0.060 5 5 O.C. Window 108: Metal Frame w/Thermal Break 14 0.320 0.320 4 4 SHGC: 0.40 CONNECTOR-Wood Frame(East): Wood Frame, 16" 302 20.0 0.0 0.059 0.060 6 6 C.C. Door 202: Glass Door(over 50%glazing) 26 0.320 0.320 8 8 SHGC: 0.40 Window 209: Metal Frame w/Thermal Break 31 0.320 0.320 10 10 SHGC: 0.40 Window 210: Metal Frame w/Thermal Break 31 0.320 0.320 10 10 SHGC: 0.40 Window 211: Metal Frame w/Thermal Break 37 0.320 0.320 12 12 SHGC: 0.40 Window 212: Metal Frame w/Thermal Break 37 0.320 0.320 12 12 SHGC: 0.40 Window 213: Metal Frame w/Thermal Break 22 0.320 0.320 7 7 SHGC: 0.40 Window 214: Metal Frame w/Thermal Break 22 0.320 0.320 7 7 SHGC: 0.40 CONNECTOR-Wood Frame(South): Wood Frame, 31 20.0 0.0 0.059 0.060 2 2 16" o.c. MAIN HOUSE-Wood Frame(North): Wood Frame, 286 20.0 0.0 0.059 0.060 5 5 16" o.c. Door 103: Glass Door(over 50% glazing) 133 0.320 0.320 43 43 SHGC: 0.40 Window 107: Metal Frame w/Thermal Break 71 0.320 0.320 23 23 SHGC: 0.40 CONNECTOR-Wood Frame(West):Wood Frame, 16" 290 20.0 0.0 0.059 0.060 5 5 O.C. Door 201: Glass Door(over 50% glazing) 50 0.320 0.320 16 16 SHGC: 0.40 Window 206: Metal Frame w/Thermal Break 26 0.320 0.320 8 8 SHGC: 0.40 Window 205: Metal Frame w/Thermal Break 26 0.320 0.320 8 8 SHGC: 0.40 Window 204: Metal Frame w/Thermal Break 26 0.320 0.320 8 8 SHGC: 0.40 Window 203: Metal Frame w/Thermal Break 26 0.320 0.320 8 8 SHGC: 0.40 Window 202: Metal Frame w/Thermal Break 26 0.320 0.320 8 8 SHGC: 0.40 Window 201: Metal Frame w/Thermal Break 26 0.320 0.320 8 8 SHGC: 0.40 MAIN HOUSE-Concrete(West): Solid Concrete or 174 0.0 8.0 0.091 0.098 9 10 Masonry Window 101: Metal Frame w/Thermal Break 24 0.320 0.320 8 8 SHGC: 0.40 Window 102: Metal Frame w/Thermal Break 24 0.320 0.320 8 8 SHGC: 0.40 Window 103: Metal Frame w/Thermal Break 24 0.320 0.320 8 8 SHGC: 0.40 MAIN HOUSE-Concrete(North): Solid Concrete or 57 0.0 8.0 0.091 0.098 1 1 Masonry Door 101: Glass Door(over 50%glazing) 45 0.320 0.320 14 14 SHGC: 0.40 .......... --. ......_........�...�....._�..... Project Title: Patterson Report date: 08/22/23 Data filename: Page 2 of11 MAIN HOUSE-Concrete(East): Solid Concrete or 166 0.0 8.0 0.091 0.098 13 14 Masonry Window 109: Metal Frame w/Thermal Break 14 0.320 0.320 4 4 SHGC: 0.40 Window 110: Metal Frame w/Thermal Break 14 0.320 0.320 4 4 SHGC: 0.40 MAIN HOUSE-Concrete(South): Solid Concrete or 412 0.0 60.0 0.016 0.098 7 40 Masonry Slab Floor: Slab-On-Grade(Unheated) Insulation depth: 2.0' 235 10.0 0.360 0.360 0 0 Insulation position: Fully Insulated(uniform R-value across perimeter and under slab) Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. �._ . Name Title ...... ...... Date Signature ............. ---- .... .......................... _... Project Title: Patterson Report date: 08/22/23 Data filename: Page 3 of11 W REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Plans Verified Field Verified m tions & 1te 1. ... .P.. . ..— __view Value Value P P 'Seen on �# Pre-Inspection/Plan Re �� . � Complies? Comments/Assumptions 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. .... .,_.._...._ ,..._U _. _...... _._ 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. ❑Not Applicable y�! Systems serving multiple dwelling units must demonstrate compliance with the IECC 302.1'._,.. Heating coolingequipment _. .. 9 .. �.,9... .......Commercial Provisions. g g is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr� Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: '❑Not Observable Manual J or other methods Btu/hr_ Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: � „mmmmmm�q _ .. .mm, ier 3)[1Hgh Im act(Tier 1) F2Mediu m Impact � _... ... ...... Project Title: Patterson Report date: 08/22/23 Data filename: Page 4 of11 section Plans Verified Field Verified Complies? TComments/Assumptions Va e peq. Slab edgetion Inspection Value lu _�.,... . insulation R-value. R- R ❑Complies See the Envelope Assemblies [FO111 ❑ Unheated ❑ Unheated ❑Does Not table for values. y� ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 402.1.2 Slab edge insulation _ft_..,, ITITITmm ft ODompNot table for Envelope Assemblies (F0311 depth/length. values. Qy ❑Not Observable ❑Not Applicable protective 3C3,2.3. A .... _ ,.... � -...._ �..__.... p covering is installed ❑Complies IFO1J]2 to protect exposed exterior i❑Does Not insulation and extends a [-]Not Observable minimum of 6 in. below grade. ❑'Not Applicable 403.9 Snow-and ice-melting system ❑Complies I[FO12]2 controls installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: g mpact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) H i h I .... ... . _...�....... a _._.-...r T. ......._........ ........ _. Project Title: Patterson Report date: 08/22/23 Data filename: Page 5 of11 section Plans Verified Field Verified Com lies? Comments/Assum bons . g 9 P tion _ Value P P & Re ID 402.1�.1, Glazing U-factor(area-weigh Value Va ..,. T _ . . pli WWnu # Framing ramin /Rough-in- n ns ec (area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, [_-]Not Observable 402.5 ❑ [FR2]1 Not Applicable U-factors of fenestration p e determined in accordance ❑Domp es N 1303.1.3 .�..._�..- [FR4]1 ar of with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable [ 2.1.1 value.Mass w lmore than /zulation the R R ❑DompNot table for .....Assemblies _ R_ ®Com lies See the Envelope Assemblies es 1 , values. insulation is on the wall interior, ❑Not Observable ' the interior insulation requirement applies and ❑Not Applicable verification may need to occur during Insulation Inspection. 303.2 Mass wall exterior insulation ,..._._.....� _ .._.._.. .,_._._.._ -,,_....0 ...... . .._._. .._..�_ ❑Complies [FR11]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable [FR23]1 1 Air installed barrier and manufacturer'sthermalbarrier per ❑Does lies Not instructions. ❑Not Observable ❑Not Applicable h` 402.4.3 Fenestration that is not site built ._ry,. _• ❑C+....Plies _,.�.__....-- [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. �402.4.5 IC-rated recessed lighting ghting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. _..-�..-�.. �...._...� ..... .... �.�.�_.. ......... .._.�_... �._ ........ _� 403.3.2 Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. 403.3.5 Building avities are not used as ECoDoess Not �... ....�� ....... �... .._..� _�... ...__... - _ _.,...... . _.�..........� es [FR15]3 ducts or plenums. ' tr Not ❑Not Observable ®... ❑Not Applicable 3.4 HVAC piping conveying fluids R- R- ❑Complies FR17]2 above 105°F or chilled fluids ❑Does Not below 55 °F are insulated to>_R- ❑Not Observable 3. ❑Not Applicable [l Hi h ..A p (Tier g 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Im act(T _......— � r..... .._.�. ... .. . Project Title: Patterson Report date: 08/22/23 Data filename: Page 6 of11 - Plans Ven � section 'fled Field Verified g p ion I Complies? Comments/Assumptions Value I &Re wID�Framin /Rough-in s at onns ect __- Value....__._.- _ ....�I. _. _ ......-,�._w.�,... .__._..-... ,�....�....� 9 1 403.4.1 Protection o I on HVAC ❑Complies [FR24]1piping. '❑Does Not ❑Not Observable ❑Not Applicable 40;3.5.3 Hot watermpipes are insulated to R-_ITITm .._ ____.._,... R ❑Complies [F"RIB? >_R-3. []Does Not 621IJ I❑Not Observable ❑Not Applicable . _......... ..... ww ...,.. .. .._ .... _m _ .. .. 403.6 Automatic or gravity dampers are: ❑Complies [F'R19]�' installed on all outdoor air ❑Does Not intakes and exhausts. ;❑Not Observable ❑.Not Applicable Additional Comments/Assumptions: m Impact(Tier 2) 3 L L1High Impact(Tier 1) �.,,-Mediu� _. ............... Project Title: Patterson Report date: 08/22/23 Data filename: Page 7 of11 .. ��.. _4p .PI, na Verified Field Verified Vinsulation Inspection .. ..Complies? les'._ mments/Assu mptions Value 03.1 All installed insulation is labeled ❑Comes [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 40 v lue. If this is a ❑ Wood ❑ Wood ❑Do Not able R E]Complies See a Envelope Assemblies _. 402.2.5, mas insulation s wallw with at least 1/2 of the .... _.. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable requirement applies(FR10). 303.2 Wall insulation is instal led Iled per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �1 Hi h Im act(Tier 1) m2 Medium Imwwwact(Tier 2) 3 L...�.....-...._ ..... ..... p 9 p p ow Impact(Tier 3) Project Title Patterson Report date: 08/22/23 Data filename: Page 8 of11 Section Plans Verified Field Verified . # Final Inspection Provisions ue pComments/Assumptions 402R1q1'D Ceilinginsulation R-value, _. .._ R - Value _R Val 'ComplieseS' See eelopAssembes 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [FI1]1 303.1.. .1.1, Ceiling insulation installed per ❑C®mplies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable __ .,...w� .............mm _.... �. __ ........ . _...... _ 402.2.3 Vented attics with air permeable ❑Complies [F122]2 insulation include baffle adjacent nDoes.Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not'Mppl'ucable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ®Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 WDucts are pressure tested to cfm/10 �._........_ . ��.� _... � � ... .._� p 0 cfm/100 ❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 4 Duct tightness test result of<=4 cfm/100 cfm/100 ElComphes [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in :[-]Not Observable tests,verification may need to ❑Not Applicable occur during Framing lnspection. 403.3.2.1 Air handler leakage designated ElComplies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Fl9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. ❑Not Applicable 403.1.2 Heat um � ��---� �p p thermostat installed nComplies [Fl10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not App)icable 403.5. lies ..-_. systems have automatic or ODoes Not .._. 403.5.1 Circulating service hot water p accessible manual controls. ❑Not Observable I ❑Not Applicable n, h Impact(Tier 1) 2 Medium Im act(Tier 2) 3 Low Impact(Tier 3) wl Hig��_ Project Title: Patterson Report date: 08/22/23 Data filename: Page 9 ofll e#ion Final Inspection Provisions nV Value FieldV Iuefied�Comp lies._.._ P _ . ......... ' 03�.6.1ID All mechanical� ...... ..�. �y :[�t _....___— �.. _.. . p � Comments/Assumptions�..... ventilations stem ❑Com lies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy [-]Not Observable and airflow limits per Table Applicable R403.6.1. 403..2 .. . Hot water boilers supplying heat._„ �....�.. ........ ... .. ❑Co plielscable.. � ..._....i [F126)2 through one-or two-pipe heating ❑Does Not systems have outdoor setback [-]Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable _ temperature. 40 11 3.5.1.1 Heated water circulation systems � ������������� � �❑Compli es [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2,.,_comply Electricsystems heat trace systems �mplies p y 1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. ..__..... 403.5.2 Demand recirculation water OComplies ![F130]2 systems have controls that ❑Does Not manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 104°F. 403.5.4 Drain water heat recovery units OComplies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units <2 psi for individual units connected to three or more showers. 404. _.. 90% or more ofperma Went P ..m lies [FI6] fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel as lighting... g � systems have ❑Complies [1`123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable _._............. a.... n... w. �. . .. _._.... 401.3 Compliance certificate posted. ❑Complies [F]7]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2)„ 3 ,Low Impact(Tier 3) _................._.-... ..... Project Title: Patterson Report date: 08/22/23 Data filename: Page 10 of11 # Final Inspection Proviso Plansvalue Value FielValuefie Comments/Assumptions ,.._., ...... P section �� d onsComplies? & Re »ID Comments/Assum bons ^ . .. _.._^ __.,.. manual.,.._....... 303.3 Manufacturers for ❑Complies [FI18]3 mechanical and water heating []Does Not systems have been provided. E],Not Observable DNot Applicable Additional Comments/Assumptions: 1 i h L... _. g r 1) 2 Medium Impact(Tier 2) H (Tier 3 Low Impact(Tier 3) mpact ._... .� _. w.w. ...... . Project Title: Patterson Report date: 08/22/23 Data filename: Page 11 of11 Efficiency Certificate Above-Grade Wall 60.00 Below-Grade Wall 0.00 Floor 10.00 Ceiling / Roof 0.00 Ductwork (unconditioned spaces): Window 0.32 0.40 Door 0.32 0.40 Heating System: Cooling System: Water Heater: Name: Date _ Comments I°1„k_ F'RC:. c 'ye FIDR A MFd.IknC51L' F ew1RQq„kMFMl6 6w + WELL AND LATERAL MUST BE $ e a PROVIDE 2 LF 4'C.I.PIPE BETWEEN HOUSE AND CLEAN-OUT. EkT.OTR TDI DAYUGHTLDCATE $ PROVIOEOFUJINC GLEAN WA FROM STEWATERUTS 2UTREATMENT SYSTEM-MODEL CEN 7 SFPRO TO SHOWN ON FINAL SURVEI ^„e )S (70D GPD CAPACITY-MAXIMUM B BEDROOMS) RWypPEp A9Ny!1L'd.l w p '^ A N D PROVIDE ER TER OF FIVE B'DIAMETER LEACHING POOLSWAST uC/S.ye ,,,, J ;n,. x �, S O u noo 0eglal Bameverd suite*1 TRAP SHALL NOT SEE INSTASPFD SHALL VENT THROUGH THE SEWER PIPE. N HOUSE „ O UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS RS / NQ ^ y w N O Royry Hln,CT 06092 REQUIRED INSTALLED "'wa, r `S(,� .r+�} SITG,✓" � I detl dNlB"FCM166'++wnrwM1wsmnwa�.an Navin INVERT FLEVATIONC- LEST HOL QAT1 "�'""V OUTLET AT HOUSE-16.20(VIF) OBSERB4ZE OY:PETE PARENT,P.E.(CHA) OUTLET AT ADDITION-15.20 DWf'aw0/2O2'2. ,w, MANHOLE INLETS-14.55 (FROM HOUSE&ADDITON) 0'-16' TOPsgL MANHOLE OUTLET-14'45 tle"-'•B4" t',QAMTr SA'MO WITH BOULDERS(SW) Nno-1dB"S'.iVllO'YM'BM 6 q.VEL,SOME SILT&COBBLES(SW) -5,. '^• -�..-....- -".....'-"" v„ n TANK INLET-14.25 'WATER�N'fiER$O &N1A'VITANE'A GOHTBewdIJS LpIE OF r „. TANK OUTLET-14.OB EXPECTED SEASONAL HICH WATER AT tELEV.4 SILT TSNOE; T OH LEACHING POOL INLETS-13.40 T17A�BgI; (ELEVATION OF TIDAL NER.4NDS&ADJACENT PONDS) ( PPOPOSED ON RdA-RIVERHEAD SANDY LOAM 0-3X SLOPES FF 15°T r PROPOSED ROOF AREA 1,580 SF MEB-MONTAUK LOAM 3-BX SLOPES MY WELL COASTAL EROSIDN HAZARD LINE REQUIRED a 1,560 SF%2 IN 12 IN B"�X 5"AIRY'Wsrlt 'OAWaSS�Ak' SiOtA HAZARD / IN/FT-260 OF MR ROW RU1WF .r .,, r AREA LEAP Np,#B�OP 4e ,M,. ,, SITE DEVELOPMENT PLAN DRY25D WELLS sO.ze CF/VF=5.2 vF RE RED � i I II C fl r `,.. "e 1'+. "�«. , 1� HA Apt , PREPARED FOR: USE ONE 1 B'e%5'DEEP DRY WELL. I I: _l:%, 3�I stow �: ,.. ""^" .� ROBERT E. PATTERSON I O "' -•, TITTER TLDt)O 30NE LINES3el.. 'y�"-P6gE Fttp ybtiA oxootaH 22 CRESCENT AVENUE Iwo BEDROOM � FISHERS ISLAND MffZiX ED RD" "'"" NEW YORK LOCATION MAP SCALE 'ta 400' I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL MR 35 ^rl „ prp SYSTEM ,,Ryq ., µyt NAP RFsvIdC6 AND CONSTRUCTION OF SUBSURFACE SEWAGE MWOM TO OIAM gp pOR DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE 0 tax NIXI. PROVIDE MEbV,Thi1F1 F11110OF EN37„SARES 1. SITE PLAN PREPARED FOR ROBERT E.PATTERSON,CRESCENT AND WILL ABIDE BY THE CONDITIONS SET FORTH _1250'TO AS WOMBS(TIP) AVENUE,FISHERS ISLAND,NEW YORK,SCALE: 1'-20',DATE: THEREIN AND ON THE PERMIT TO CONSTRUCT. sePnc AREA , y, .,/ I '" rr /" CAW COMIRO tITS TO BE HARD Willi 1/27/1989,BY CHANDLER,PALMER&KING ENGINEERING& �IFUNAO TORE BA,r IN VENTED SURVEYING PAD APPLICANT-... r /C "� / +Tr tpr•R• 1, INST Wdt.lF� nECouumDA7loNs � NPoAOEpNJITE PIROVII SON 40 PVC AIR UNE TO MAWOR ,," CX, )�, �' ' ",% '' PER MANUFACTOlETYS RC✓„WMMOAZ*a 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE MONM�`NAi .Nee ice, T� � a4•wwHa E ITW>' ), ___ _-E4'JOD 0.pc _ i r" O NC REIACAA'E TDOBTBdO IEV7ERAa0DUptO INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE �7"�C/i)ATA^3E1EyA.85 AS RE�GUIIIED(TYP) PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR ry EXCEEDS THE SCOPE OF THE ENGAGEMENT. Nyp Ip4- -- BWwA1M,D ,,, 7B I 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY „ D14 ��3.Oe� UNLESS O ALTER UNDER THE DIRECTION OF ITEM IN ANY WAY. A LICENSED -w r ) LAND SURVEYOR, .( I k'T w` � i 3.ONNLY COPISNATU THIS AN ORIGINAL EMBOSSED LAND SEAL a FN� Y' # TN..2(T µy.. TgTTAlAl11E 91E'EANDaIO YEI1i1: ,,,,. i,n ENV'M gffF 4F ?11VOp NO6Lffi wel FEE A6 LEM ARE THE PRODUCT OF THE LAND SURVEYOR. 4. COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND O s u NeaW53 GEODETIC SURVEY TRIANGULATION STATION PROS' +w. AP 40 A"w4 roAF" r..y iE " M +�!. •+r':E'SSM1 U MAP A r; ,r - - ...„„,,.,�.✓"" S. SITE IS IN THE TOWN OF SOUTHOLD,SUFFOLK COUNTY TAX A m ,^" LANDSCAPED ROOF 2IL I I, ",„r° 'S �� A 1000,SECTION 006,BLOCK 1,LOT 10. tEIEV.2B,d i' ,. 24(To .F eraw mi x 6. TOTAL AREA-3.10E ACRES. LOAM,DMIJA m AREAS('IFIll d' "", J ^'" 7. SITE IS LOCATED IN ZONING DISTRICT R-60. '�^�.. ,,.•.,,,, ,„,, ","..,, A B. SITE IS SERVICED BY ON-SITE WELL AND ON-SITE SEPTIC EUJ(MEAN CETJ-7 ,„.-+..•" o.`.,w,,,, R'JWak2OWO' .tea, B"' NOT ro scAlE PROVIDE AIA DEAL-7 WwTT.WAADA. a• _ 9. THERE ARE NO KNOWN PRIVATE WELLS WITHIN 75'OF THE FmD WISNA MOON.'"CODE r y' � 1 PROPOSED SEPTIC TANK&MANHOLE OR WITHIN 100'OF THE a NOTE WN�N."LI M �""'" 9 PROPOSED LEACHING SYSTEM. THERE ARE NO KNOWN PUBLIC I WELLS WITHIN 2GO'OF THE PROPERTY. I w y., 4 WOVEN WIRE FENCE(MIN.14 PROMI�E NEw �[ y D �'� PROVIDE OOW "IE' � � 1f ' GAUGE W/MAX.6•MESH WA'TE1a 11T7EAIOEAIpBVDOi 1 �.,,, WASHOUT PIT "" LLQM IO"SPACING)Wn IrOr� d' FEED B:A,STdNB HOUSE AS Aw+2ZL6 ��EQUIRliJ n"w, 6[$OEPAA,)' �dr S RET E7i5 (T JD 1 LEACHING SECTION -A ". I" PROPERTY UNE OEA . RTXNIE UHE TNR.2,11 '"'^^-,„ ., wALE!EEIEAY A6 (TYP) SECTION A A ABUTTERS UNE -w. 36"MII.LE M1d�*' �"VttNA'4MMRM, / ^w '^• "'". 5 0 30 EDGE OF PAVEMENT 11 TQ 36 MIN LENGTH BWf pTD,D . "^-", - EDGE OF GRAVEL --------------- NOT '^"^^ ,,. ." FENCE POSTS -..„• TO scut 60 PROVIDE e'e X e DRY / "»..,,," "`"^",,..,�, .m,. ^-.-"..„,...,,,, GRAPHIC SCALE IN FEET EXISTING CONTOUR ""'"""""...'""" PROP GROUND MF31 O /w,.s•, w _ 1 -,� -.�,.."... ....,,„ - NOW ORE FORMER FORMERLY N�F dkTEk,B '" ^"^"^^a«�,.„. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES TREE UNE I�� I /rf�fl r'1 PERM SINGLE FAMILY RESIDENCE ONLY FORA BOUNDARY POINT to IT FOR APPROVAL OF MONUMENT•-"-•"_"^.~r.-""`....-..,._..,„., ...... � rx�aur7m..cavDr OF PN,TEER rI"aTF IAFAMq ,. WELL e•e d -� f DA'H"E:.._131 R .aaos' NYSDEC e 96"EA ^ 7�1reoz3 H$ REF. w....„ APPROVED AS PER TERMS Jr IDA aF rez / FOR d4dlA#AMj '' ' SEE B'MIN. aac AFC MaOAADO "' "" PrM1WSC s.'.',xw• •e e _...._.�'-'":_,.._.. �_,�'ww.rc uaa Poi _.,,...D11. EXPIRES THREE ' FR „ T OF.E A R.. A r s1Nx+(aA r 1m..•.���� 8Y u.Ea or The Installation andCanP.E.ornon of the Sewagtion e Disposal System i ID sE .,� S IrRFHma RN oaro PF3TSPFcnvl-InEw BrREE,®mARa �-.. .. I WOVEN WIRE PEAIOE�(Md'N.14 e m FMA wrm Use Form WWM-073 i a,.^'"....."' __..-......... SPACADG WITH FILTER CLOTH HO"N� NOVA rX .,,.,., ,...�., ... ...m,, � �'•'.,,,...,' ' X SCAHBODIMENTB pep Qluv= FUAa"TC'.UgbFSO 4NNTROµ.FebpY. w A I'2 GA4NPE W/MAX..$"MZSM VY.N71;67URB'GD Y,, STRAW BATE SND ._..._. r .............� "i MAN FANEL • •••••• N,AROuE Ny1EDtiAL o AbIndnment Of the existing sanitary system must be In Call(3 to Schedule52-5754 16 [NOR,.L" I F BGDKICOMMENTS FNA'ovem s ®®p,�tM4rN{7n Srarsol4'a el, B: 3B'MIN FENCE POST f'+k"RI NOT ro SCALE Call 631 tL62 5759,NIB hour in formance with the ubmit completed formaWWMt080 as proof ts„ wr,-«W ryBOi+NO tipOtAL STACKS sEcnoN .._e PR Fwslm GRADE(TW> POSTING MADE(Tw) Pe (1 � ex '. ..„ 'wow oP ErA Y,NHt AY4N FeYEATE I� OOMPACTED SCAL ' EMBED FILTER OtiOOE. y,,,n .„ " O1BB 4 � " 22 OUT TO GRADE JUr YNL �.la1An fNMN „. g g Tq1 WALL(1YP) FLA 1Aft,e THE t17.7 TO MEET AAWIO-IRe ,.....-- A MIN.OF D'H1N C,ROUNO 'Iw w'.(„ A wU- A 24 '2`P'R4dEl FgNAA.... y."., FG AN7wi ,. .._... ) ' , AM 201 --, .-.. ... SECTION VI!•lV .., ._ L'CM() rF�C n c wau s F gm TwN IIWLi Fas:n.o ,mm FD tte.o 11 raw r ITT An63 An TO K wa"m 1.WOVEN MRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH I1. '! MdL,66 14.#6 'rv.. /yi' RYL ft WIRE TES OR STAPLER.POSTS SHALL BE STEEL ETHER'Y OR'U'TYPE N ., 1&20-- f 6 44,iplg �a4N1 �., � "aNN a IW""' ,* N rA��no PROPOSED OR HARDWOOD. : " SEPTIC SYSTEM er zrWasc �eawamta 2.InOrR CLOTH TO BE fASISW,,01 SECURTEL:Y TO'NOA4N`WW FENCE WITH 8� •. M� � .. ...._ Q Y 24'AT TOP ARO WO SECTION, LL BE TIE unwo WOVEN a.WHRE.EN SECTIONSM MESH CLOu7H ADJOIN EACH OTXERATNEY NOT ETO SCALE �Tl'?`Y BALE 4 .„. .. " ..»..�• .. '+'�EI1WA�'MY�OETM-. ANRCR'A „ •• W J I" NW PLAYtl¢'IpLWElE ',ORWA04 O% Drawn BY: 'COBtlfBO Bp': SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED,FILTER CLOTH ")" PMP ZBC SHALL BE EITHER FILTER X,MIRAFl I00X,STABILNKA T14ON,OR APPROVED NOlE9: 1Y-3/C MWM IWO MYNA LAk / _ ) PYTEaN 4' Issue Date: Project N0. SOele 'MAgNT 5 0210=023 077538 1"=30' } E4.QUIVALENT. UNITS SHALL BE GEOFAB,ENMROFENCE,DR APPROVED 2. So�NGNA u P,WtU" �D1,FR MD). REWIRING TgRY 11dAEB 1`~Mu T 1 T�1 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALCAPTURE OS MUST BE REMOVED FROM 0+00 MON TO FUJI CLEAN TW&G D+so SY$IEM PROFILE 1+ao BarTDAF DI POOL ETEVa"ED Y.T NOT 1D�''� OraWInB No ( /RUG, REMOVED WHEN"BULGES-DEVELOP IN THE SILT FENCE. PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES so OF NGCAMk 75R OF ITS CAPACITY. SCALE: LELOD11DwAmR(E SY 4) SHEET 1 � 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT 1"v10' Eb I OR 4"loom,44 anoftm : I SILT FENCE OF WAS'WATER. ID N aV l Nw !M TR NIIIP dKiaF FBI AT�,tYWr aCl'. A5: f-s-So S U ..a W a U W E� U SHEET DESCRIPTION Q T-001 TITLE SHEET w A-001 GENERAL NOTES H A-020 SITE PLAN — EXISTING & DEMO A-021 SITE PLAN — PROPOSED FOOTPRINT A-022 SITE PLAN — PROPOSED ROOF ell A-101 CONSTRUCTION PLAN — GROUND FLOOR A-102 CONSTRUCTION PLAN — ROOF A-201 EXTERIOR ELEVATION — WEST A-202 EXTERIOR ELEVATION — NORTH A-203 EXTERIOR ELEVATION — EAST A-204 EXTERIOR ELEVATION — SOUTH A-210 BUILDING SECTIONS A-401 CONSTRUCTION DETAILS A-501 WINDOW SCHEDULES A-502 EXTERIOR DOOR SCHEDULES E-101 ELECTRICAL PLAN — GROUND FLOOR P-101 PLUMBING RISER DIAGRAM PERMIT 08.24.23 PATTERSON 22 CRESCENT AVENUE FISHERS ISLAND,NEW YORK 06390 KI NLIN RUTHERFURD ARCHITECTS, PLLC 59 IEAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 TTFA UR "� ON �A�2�G yo M TAX MAP NO . 1000 - SECTION 6 - BLOCK 1 LOT10 N N 22 CRESCENT AVENUE TITLE SHEET w N W FISHERS ISLAND, NY x a DISTRICT R-80 T-001 PROJECT: 351 GENERAL NOTES CODE ANALYSIS TABLE 301 .2(1 ) a 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. USE/OCUPANCY: R3 (SINGLE FAMILY) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ZONING: R-80 w 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OF TYPE OF CONSTRUCTION: TYPE V SUBJECT TO DAMAGE FROM NEW YORK STATE. DESIGN CRITERIA: PRESCRIPTIVE GROUND SNOW WIND SPEED SEISMIC WINTER ICE BARRIER FLOOD FRAMING MATERIAL: DOUGLAS FIR #2 LOAD (MPH) DESIGN WEATHERING FROST LINE TERMITE DESIGN TEMP. UNDERLAY HAZARD 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OF CATEGORY DEPTH NEW YORK STATE. THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WCOD FRAME CONSTRUCTION MANUAL (WFCM) HIGH 20 140 B SEVERE 40" MIN. MODERATE / 15 YES NO (ZONE X) �D 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICY, IN THE AMOUNT OF $2,000,000, AND WIND ADDITION FOR 130 MPH WIND SPEED CATEGORY. HEAVY WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND SUBCONTRACTORS. x SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R314 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SHALL COMPLY 04 WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. LATERAL FRAMING AND SHEAR CONNECTIONS: ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE WITH TABLE 3.1 OF THE 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES INCLUDED. TABLE 402.1 .2 INSPECTIONS AND SIGN OFFS. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT UPLIFT CONNECTIONS: 0 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.3B OR GLAZED WD. FRAME BASEMENT SLAB CRAWL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. 3.3 IN THE W.F.C.M. CLIMATE FENESTRAT. SKYLIGHT FENESTRAT. CEILING WALL MASS WALL FLOOR WALL (R-VALUE SPACE WALL 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS SPECIFIED IN TABLE 3.3. ZONE (U-FACTOR) (U-FACTOR) (SHGC) (R-VALUE) (R-VALUE) (R-VALUE) (R-VALUE) (R-VALUE) & DEPTH) (R-VALUE) 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. CONSTRUCTION NOTES 20 or RAFTER/TOP PLATE CONNECTORS: 4 0.32 0.55 0.40 49 13+5ci 8/13 19 10/13 10, 2FT 10/13 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF CONSTRUCTION SHALL SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, ANY FIRE DEPARTMENT CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING AGENCIES. RIDGE STRAPS: CONNECTOR SPECIFICATION: RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE REQUIREMENTS GIVEN IN 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SHOWN ON THE TABLE 3.4 OF THE W.F.C.M. DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER RIDGE SIMPSON LSTA 24 @ 16 O.C. FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S OVERTURNING RESISTANCE: BEHALF FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. HIP RAFTER SIMPSON LSTA 24 @ 16 O.C. FORESEEN BY PRIOR INSPECTION OF EXISTING CONDITIONS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE CONTRACTOR SHALL FASTENERS TO EACH POST. RAFTER TO STUD/TOP PLATES HTS 28 @ 16 O.C. VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT AND OWNER BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS @ 6" O.C. MIN. U.O.N. FOR RESOLUTION. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. RAFTER TO HEADER HTS 28 @ 16 O.C. PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS NOT USUALLY BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. LSAT 18 - 2.5 FT WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. ROOF SHEATHING: LSAT 30 - 3 FT IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL EDGES AND 12" AT HEADER TO JACK STUD 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER QUANTITY, THAT ITEMS INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS SHALL BE SPACED IN THE SAME MANNER: 6" MSTI 48 - 10 FT ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION, WHICH MAY INCLUDE BLOCKING, SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 130 MILE SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS PER HOUR WIND SPEEDS ON TABLE 3.8 OF THE W.F.C.M. AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPEC. HEREIN. MSTI 72 - 16 FT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS AND FINISHES WALL SHEATHING: SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 @ 16 O.C. WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY CONTRACTOR'S OPERATIONS. EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 244" LONG MIN. 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT PANEL EDGES AND 8" STUD TO SILL SIMPSON LSTA 36 ® 16 O.C. NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. PERFORMANCE OF THE WORK. ALL WORK SHALL BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING PANELS CAN BE APPLIED AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE, , WHO SHALL PLUMBING, ELECTRICAL, ETC), ARRANGE FOR AND OBTAIN IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. ( ) PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. REQUIRED INSPECTIONS AND SIGN OFFS. HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, VENDORS AND MATERIAL SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK AND SHALL BE RESPONSIBLE FOR FLOOR JOIST BRIDGING: NAILING SCHEDULE: (FROM WFCM) ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS. BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. 10, CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR FLOOR DIAPHRAGM BRACING: OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS, AND BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING PRIOR TO COMMENCING THEIR WORK. PERMIT 08.24.23 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND EQUIPMENT, AND WOOD STUDS: RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER FOR ALL HANGING FIXTURES, BLINDS, ETC. ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4' INCH PLYWOOD. INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE STUDS SHALL BE USED IN ALL WALLS. 12, CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST RECOMMENDATIONS. TOP PLATES: Pr4TfERSON DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. THE DOUBLE PLATES SHALL CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP 22 CRESCENT AVENUE 13, CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, INCLUDING STREETS OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS. FISHERS ISLAND,NEWYORK 06390 AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR WORK. 14, CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND DISPOSE OF ANY COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE RESULTING TRASH, BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND 15, CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL MATERIALS AND COLOR/FINISHES :'OR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY AND COMPLETE DATA ON ANY RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. 16, CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT 17, CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD GUARANTIES AND TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. COORDINATE WITH OWNER. LEGEND 18, CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING ALL PRODUCT STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. GUARANTEES AND WARRANTIES TO THE CLIENT. - - PROPERTY LINE 1 PARTITION TYPE HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES 19. CONTRACTOR TO PROVIDE A TELEPHONE AND PRINTER ON SITE FROM THE FIRST DAY OF CONSTRUCTION UNTIL COMPLETION, A JOB FOREMAN OR PERSON IN CHARGE MUST BE ASSIGNED AND THE APPROPRIATE CONTACT INFORMATION GIVEN TO KINLIN RUTHERFURD 3-16d PER 2 X 4 STUD ARCHITECTS PLLC. - - CENTER LINE 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING OR TOP OR BOTTOM PLATE TO STUD (END-NAILED) 5-16d PER 2 X 6 STUD KINLIN RUTHERFURD ARCHITECTS, PLLC MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS ARE NECESSARY FOR - - - HIDDEN, FUTURE, OR EXISTING CONSTRUCTION p1 2988 ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DELIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, 59EAST K,NEWYORK100H STREET, 2 FAXTEL:(775)582-1736 WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, HVAC DUCTWORK ECT. A401 DETAIL REFERENCE 6-16d PER 2 X 8 STUD NEWYORK,NEWYORK10022 FAX:(775)582-1736 BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 3-16d (1,2) PER FOOT 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST 102 EXTERIOR DOOR TAG BLOCKING (FACE-NAILED) BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. QED ARC, JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST �� 22, THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST 01 �� ���' F SECTION REFERENCE �=` BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. A211 102 BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END WINDOW TAG 23. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. ELEVATION TAG 24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK BEING DONE. INTERIOR DOOR TAG BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK FCDF 1.1_� N w 25. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. 01/A-201 LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST GENERAL NOTES EXTERIOR ELEVATION w JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST I REVISION CLOUD a 01 RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT 04 SHEET 02 INTERIOR ELEVATIONS A-001 o NOTES: PROJECT: 351 - FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING 03 U aF/ SHERS ISLAI\ I HI S 7°20 x 70'00' S t 5C U I Op,� Q I 72'00, E Q I I IN ��1p 00 i S 75° 02 00 E 1 158.00, APPROXIMATE HIGH WATER I I I \ -- - COASTAL ER❑SI❑N HAZARD - _ -- � '� -' -- ----- LINE PER COASTAL I _- _ APPROXIMATE LIMITS OF TIDAL WETLANDS — _ — — — — — — = BOTTOM —OF BANK — — — _ - -- - - - - ER❑SI❑N HAZARD AREA — � — _ � _ - - -- - - -- - -- - - MAP NO, 48 OF 49 TOP OF BANK BRUSH LINE ✓ , / FEMA FLOOD ZONE LINES \ PER FIRMETTE NO. 36103CO019H \ � � AREA = 3. 10 +/— ACRES FRESHWATER \ — WETLANDS I � I I - - - - ---- -- - - --- - / - - EX. BRICK TIO T0' - — _--- _-- --- `— F PERMIT 08.24.23 � L qN� o" — VERIFIED BY FRESHWATER FIELD SeTe��k GLENN JUST, JM❑ I _ 11,' , ENVIR❑NMENTAL 12/8/22 ENT AVENUE DEMOLISH ;., oo,_ PATTERS ON " ( DANCE, N - -- 1 REST '.`,` --- 0' - (DASHED) „1 " 1 FF '' 20 6) ! TLA SETBACK \ I FISHERS 22 OISLA ISLAND, WYORK06390 30'-0" SIDE YARD r / ; SETBACK FRESHWATER WETLANDS " EX. WOOD STEP 1 DECK ` FIELD VERIFIED BY GLENN JUST, JM❑ ENVIR❑NMENTAL 12/8/22 Do O rn V EDGE OF DRIVE \ I KINLIN RUTHERFURD ARCHITECTS, PLLC ` 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 \ ( NEW YORK,NEW YORK 10022 FAX:(775)582-1736 m `� �' -------------- RE© ARC, M 15 „ 0a~ 0 3 N 1 O 221.38, 0 W - - w SITE PLAN - W - - EXISTING & DEMO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N A-020 . o O1 EXISTING SITE PLAN PROJECT: 351 1/16"=1'-O„ U FISHERS ISLAND SDUND U I S � f, w 020� 70 00, e S I FT-L- -_- _--- —/—/---/- j✓' 'I i i 1�Ij � I = -— EX --? F „ �g .500' 05 S 75'20'oo„E 8.00 APPROXIMATE HIGH WATER COASTAL ER❑SI❑N HAZARD APPROXIMATE LIMITS OF TIDAL WETLANDS LINE PER COASTAL - BOTTOM OF BANK HAZARD AREA TO BANK MAP NO, 48 OF 49 BRUSH LINE FEMA FLOOD ZONE LINES PER FIRMETTE NO, 36103CO019H AREA 3. 10 ACRES FRESHWATER WETLANDS X. BRICK PATIO 7 0'�0 IIII(I'I'IIiIII' PERM IT 08.24.23 FRESHWATER WETLANDS FIELD VERIFIED BY GLENN JUST, JM❑ ITING ENVIR❑NMENTAL 12/8/22 0" PAffERSON PROP. DECK--- • NM Ii(III I// `, 1 —A° �B CK S I I)IIIII 22 CRESCENT AVENUE a(FF: 16.1) (F FISHERS ISLAND,NEW aYvO lRKG 06390 6390 6 30f-0I SIDE YARD \ SETBACK FRESHWATER WETLANDS STEP STEP FIELD VERIFIED BY PROP. RESIDENCE GLENN JUST, JM❑ _ � ENVIR❑NMENTAL 12/8/22 ot ' ON orn T.O. RETAINING WALL(28.5)B.O. RETAINING WALL 20.5 KIN LIN RUTHERFUR ND,E'AN�R C O�H� .'�I 'T� ECTS, PLLC 2 6 \ 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEWYORK,NEWYORK 10022 FAX:(775)582-1736 � o U � EDGE [IF DRIVE 29 N 6g1 ° WX 221.38S SITE PLAN PROPOSED FOOTPRINT2\E '000�/ W N A-02 :1 0 01 PROPOSED SITE PLAN PROJECT: 351 U a F , I S F� SHERS � SLAND SOUND �0'2 o E 0.00 S 69�000 � 72 I '00 H I S 75°20 pp E 1 158.00, I APPROXIMATE HIGH WATER , I ( I COASTAL ER❑SI❑N HAZARD , % � - - ---:- - LINE PER COASTAL APPROXIMATE LIMITS OF TIDAL WETLANDS_ _"" BoTTOM of BANK ^- — — = f --- - - ER❑SI❑N HAZARD AREA -- - -- _- -- ---- — - -. MAP NO, 48 OF 49 -�� •�,,, , ,---� TOP OF BANK_- - — -- BRUSH LINE I / \ EEMA FLOOD ZONE LINES \ ' PER EIRMETTE NO. (, 36103CO019H i ` , AREA = 3. 10 +/— ACRES I FRESHWATER WETLANDS / + I --- - EX. BRICK PATIO IET�gN� PERMIT 08.24.23 FRESHWATER WETLANDS FIELD VERIFIED BY16 - GLENN JUST JM❑ I I � _ PATTERSON I ENVIR❑NMENTAL 12/8/22 ` 11 ;' ' \ , � REsIaENca= � ', � � '; ,_o� ,, 100 ASK , ` �FF, 20 �j)' 1 ` SETB ' 22CRIESCENTAVENUE \ I I wE�I'AND FISHERS ISLAND,NEW YORK 06390 30'-0" SIDE YARD i' �- / / \ SETBACK - / FRESHWATER WETLANDS = _ STEP FIELD VERIFIED BY GLENN JUST, JMO I � ��_ �:: \z > ENVIRONMENTAL: 12/8/22 0 rn 4 O N ,✓// �/ - � `` �'" / T.O. RETAINING'WALL 28.5 / / I ~`\` -•` 8.0. RETAINING WALL 20.5 KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 \ � _ -ID AR (p Q� I' EDGE ❑F DRIVE I . 029 1 yp� OF N 29 _ � - I(� I S SITE PLANCIO - W PROPOSED ROOF W x - - - - - - - - - - - - - _ - - - - N A-022 01 PROPOSED SITE PLAN PROJECT: 351 CONSTRUCTION LEGEND u / EX. DINING ROOM a � —"—� NOT IN CONTRACT INSTALL NVESTIBULE OPENINGS EX. HOME - REMOVE EXISTING DECORATIVE TO R E M A f N //i� ����/" NEW CONSTRUCTION (STUD) Q POST C-6" NEW CONSTRUCTION (CONCRETE) ct. 301 302 CONSTRUCTION NOTES 1. REFER TO SHEET A-002 2. REFER TO WINDOW & DOOR SCHEDULES (A-500 SERIES) FOR SIZING & STYLE EX. EX. / / VESTIBULE DOOR . L P,Cy' 207 DN 01 --------- '�00 A-202 I / / 304 303 01 / % EX. KITCHEN A-210 206 44'-4y2" / 23'-8�/4„ 205 51 - - - ------ - -------------- - - ----- --- --- - -- ---------- ----------- --------------- UJI -- - - - --- - - -- -- - - - DN - - - - - ---- - - - - a 204/ OUTDOOR DECK - --- --- - - - ---- — - --- -- - 203 - P� 202 -- -- -- - - - - - - - - ----- - - ---- --- N / - -- - - - - 201 / 110 — ENTRY 109 --- - -- 103 - - — / 101 PANTRY/B i 1 r)71 11 F-0-2 r / I I=� 106 SITTING ROOM ' I 103 U.C. % — i — — — PERMIT RESPONSE 1 05.07.24 / I As PERMIT 08.24.23 I 01 A-201 I i I I I STAFF I 111 BEDROOM I PKITERSON 105 22 CRESCENT AVENUE 108 I I FISHERS ISLAND,NEW YORK 06390 112 6'-4" 8'-6y4" 8'-13/4„ n 104 534 *c° 6�4 iv - - — — — — — — — — — 101 i BATH 2 ji 106 HALL o 108 , -� 107 / 105 01 101 // I N A-203 o / i / 00 II I N BEDROOM 1 2'_I6Y2' \ 104 1 0 II 107. BEDROOM 2 109 113 0 ' t KINLIN RUTHERFURD ARCHITECTS, PLLC 8'-9Y4„ I N 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 r I I 103 BATH 1 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 105 I f I N 104 / 02 I Lo 4„ MECH. ROOM V N >C 13'-4Y4" 5'-01/2" 3'-6Y4" 4'-10)/4" '$'-43�4„ $'-9Y4„ 14'-'" . • : CONSTRUCTION PLAN - �. 42'-$y2" GROUND FLOOR x J 74'-1' \ 101,0 0 CONSTRUCTION PLAN PROJECT: 351 A-204 1/4"=V-0" CONSTRUCTION LEGEND U / ..a a a v �— NOT IN CONTRACT w NEW CONSTRUCTION (STUD) Q a I- NEW CONSTRUCTION (CONCRETE) w w r ----------- CONSTRUCTION NOTES I Z 1. REFER TO SHEET A-002 z i 2. REFER TO WINDOW & DOOR SCHEDULES (A-500 SERIES) x FOR SIZING & STYLE I o I © STEPPED ROOF 5o�PGA 1 goo - EX. HOME - TO REMAIN r r , STEPPED rr ROOF r , r r r r r r r , r r r , r / r � r OUTDOOR DECK ,/STEPPED (BELOW) ROOF SLOPED ROOF / STEPPED ROOF ' OVE ED ROCI PERMIT RESPONSE 1 05.07.24 1 PERMIT 08.24.23 PATTERSON 22 CRESCENT AVENUE FISHERS ISLAND,NEW YORK 06390 1777 I 1 PLANTED ROOF 1 � I 1 � 1 I C I KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 n NEW YORK,NEW YORK 10022 FAX:(775)582-1736 11 I I LINE OF BUILDING BELOW GRADE II i 11 / L--- r - --------------------- -------------------------------------------------------- --- --- \ CIA C N RETAINING WALL( CONSTRUCTION PLAN - F- W ROOF A-102 ,0 0 1 CONSTRUCTION PLAN PROJECT: 351 1/4"=1' 0" - U ,.a a H U W H U 04 Q Im I Z) i 0. W x 1✓ x z a 2 x 0 N __ ---- --- __ - -- - ---- - ---- I -- - - - - - - - - -- ; i ; --- ------------------ -------- __-----_ --- --- ------- -- -----------i i : I --- ------ - -- - - - . I I 1 I I 1I I (----------�---I'I i--------_____-- -1 I -- - - I -- I - __ ,, _ PERMIT RESPONSE 1 05.07.24 _ __ -- I __ EXISTING HOUSE \ I , I I 1 ''I __ 1 1 !I 1 - - - I' I I I I PERMIT 08.24.23 I I SIDING TO MATCH EXISTING HOUSE ; I II II, ' I I I I MARMN WINDOWS AND DOORS INSTALLED THROUGHOUT r-� I i I 1 1 I I,I I '�I I I I : (SEE WINDOW AND DOOR SCHEDULES FOR 1 ! I SPECIFICATIONS) I I STONE WHITE EXTERIOR CLADDING PAITERSON ___- --.-.-- -' - III 'I ''' III I - IllIj II I ' I-------- _ I ---_ ---]' ----- - --- CONCRETE FINISH AT UPPER BAND 22CRESCENTAVENUE FISHERS ISLAND,NEW YORK 06390 `- - - - - - - - 1. I - __ '' ' 3'-O" HIGH WOOD SPLIT RAIL FENCE WITH WIRE MESH I --� I I I __._. -1 'I I ATTACHED TO BACK I I I - -- -_ - __ --__-._..-. .-- -_-_----_a-_- - - - BLUESTONE CAP AT BAND I' j : - - I - I - - ----- I!' '�I I I I - T. - - , - _ - ELOEV.R012 F 6 RETAINING A/ S L I -: I I I ---- I III I, !L I 1 il, � it 'III 11 I Aill T.O. GRADE I 1 1 l I I 11 1 19 I - _ - I ELEV. 28.5 ASL - - _1 ! - - -I I -- - I i 11-11 0 0 I I I I l i I - -- _ 11 I 1 � - I I -- I I T.O. EX. FLOOR I II I lLILL \ \ - { ELEV. 4'-0' (20.5 ASL ! I 208 207 1111 1 / / / I1 - _ --_I. - 206 205 // /� /� I I _ __ _ -_ - ----- - -1 ' - Iii - ------------ 204 203 105 161 I KINLIN RUTHERFURD ARCHITECTS, PLLC -- - ::�_ LL ;;;;;;;;J -- I - I-- --IiI -_ 'I -_'Iii - 1 - 1 -I' - ,I- 1 I-- E7 =, _Tj :I,,:,J�ffi I �[ -_ j '- 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 T.O. FINISH FLOOR ------- 106 / I- j 1 -- I !- 71! NEW YORK,NEW YORK 10022 FAX:(775)582-1736 ELEV. 0 -0 (16.5 ASL --- ------ - 11 -- __ _ - - '_ I II'i ! �II -,I' -III1 illI -III 1 1i I - III --,1 I I I-, Ii 11 ,__I - --r,- �.,_I 1 I�__II - 1 II- 'I' = 1 __I- j-__ lil: -I =_I ' I '- -I .i l'�- 1=_-_Ili -'I I', -I 'I .ITI II, -I .. - - - - ---ill---- ---- -- --- - - -- T-- - _ - - _ --_ _ - - - - -- _ - - _ -- -- -- - - _ T 1 II I __I I' - II �I 11 - - - - I 1 I I Ii 1 I I I II 1 I' I I i i I 11 I I I 1 I � � I -' - �.' _ --, -. 1 II 'I' '' - 1'1 iiI 11 I I' I 'I' - - - - - I 1 I T.O. 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GRADE ELEV. 28.5 ASL i I I ' I I SIDNG TO MATCH EXISTING HOUSE MARVIN WINDOWS AND DOORS INSTALLED THROUGHOUT (SEE WINDOW AND DOOR SCHEDULES FOR SPECIFICATIONS) ! �� STONE WHITE EXTERIOR CLADDING \ LLLLE 01 T.O. EX. FLOOR 302 301 O O ELEV. 4'-0" 1ASL ' ; I 201 � liRLLL O O O 104 KINLIN RUTHERFURD ARCHITECTS, PLLC 201 110 O I/ 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 T.O. FINISH FLOOR ------- LLU 1 03 1�9 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 ELEV. 1 16.5 00�AS L 11I I ' { I -I,{ff I -_- _ '! --- - -- - -- -- - - - - - - - - - -- _. --.-- -•-- --` _ --*- ---r;'_ __ _ _ I I I T.O. DECK - I : I., 1 I , I ,I - -T'r I �1- -'i' --I I I. j -I'I -- -- --- "-_ -- --- --- --- -- --- --- "-- -- I- --- --- --- -- -- ��: I' :II I � .: I I,I III : �,I I� :' �,I I -I ,- -!.I-_�� -_'; --1: Ii _III---I'' __I I -_ �-__-I _I- I-�IIi -�-'II .- : - I � � I�� I I' I � :' �: :i :,____ --I _" �I'--- _ _ 'I ,_ I_ -I ; - � r I -1 ! 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ROOF / RETAINING EARTH ELEV. 12 -6 29.0 ASL 1:12 SLOPE PERMIT RESPONSE 1 05.07.24 zh- - --- - _ T.O. GRADE - — - - - - — - A 1 C. • I I TIT T_ PERMIT 08.24.23 ELEV. 28.5 ASL f 2I= 1=1 - 4 �� I 3 VL 16 HEADER L d -1 ON RETE PER N H REAVENUE•• • 22 CRESCENT SC FLASHING, AS REQUIRED •• •• FISHERS ISLAND,NEW YOR K 06390 R-18(BATT 3 PER INCH)\ / • R-49.4 TOTAL '., ••• ••,d — 1 I MARVIN SLIDING DOOR / - " WOOD FLOOR " SUBFLOOR \ 2x4 SLEEPERS W/ INSULATION SLAB ON GRADE 2" RIGID INSULATION X HALL — BEDR M 2 6" GRAVEL SITTING ROOM b WOODEN DECK PT 2x FRAMING / CMU WALL W/ FURRING STRIP & GWB / FINISH = _ _ _ KINLIN RUTHERFURD ARCHITECTS, PLLC GRAVEL 1 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 T.O. FINISH FLOOR / 2x4 PARTITION W/ GWB FINISH =1 I I NEWYORK,NEWYORK 10022 FAX:(775)582-1736 XV ELEV. 0 -0 (16.5' ASL) / - / °' R-24 TOTAL :•••••4 '•e T I R-10.5 ATT 3 PER I H) • M EXPANSION JOINT — CONCRETE FOOTING W REBAR ' "° •' _ N — w BUILDING SECTIONS IN - 1 w = I _ I - I I I I 1 -E III III—III III III III III III—III III III III I t l III—III IIIIIIIIIIIIIIII i lIII—III III III III III III III—III III III IIIIII—III III IIIIII—III IIIIIIIIIIIIIIIIII—IIIIII—III I I I 04 A-210,0 ° 01 BUILDING SECTION - N/S PROJECT: 351 1/2"=1'-0" 16"O.C. TYP �a �a c� F� C� Fa F� I.d11 FVIlI C^�F TOP PLATE AS SPECIFIED F� .D f� '2 F/y~ HEADER AS SPECIFIED cv Q W W W U) O W' O 0 Z_ WINDOW R.O. (SEE PLANS) 2X STUDS AS SPECIFIED PERMIT 08.24.23 PATTERSON 22 CRESCENT AVENUE FISHERS ISLAND,NEW YORK 06390 WALL TYPES — SINGLE LAYER 5/8" GYP. BD., EACH SIDE 16" O.C. — 2x4 WD STUDS 16" O.C. W/ BATT INSUL. WALL 1 — PANELS SCREW ATTACHED — JOINTS FINISHED SCALE: 1 1/2"=1 '-0" — PERIMETER CAULKED a WALL TYPE 1 IS TYP. — ALL UNTAGGED L-Ex WY4 INTERIOR PARTITIONS IN PLAN ARE TO BE TYPE 1 — SINGLE LAYER 1/2" PLYWOOD SHEATHING (EXTERIOR) 16" O.C. — SINGLE LAYER 5/8" GYP. BD. (INTERIOR) WALL 2 - 2x6 WD STUDS 16" O.C. W/ BATT INSUL. 2 — PANELS SCREW ATTACHED SCALE: 1 1/2"=1'-0" G — JOINTS FINISHED PERIMETER CAULKED WALL TYPE 2 IS TYP. — ALL UNTAGGED ° EXTERIOR WALLS IN PLAN ARE TO BE TYPE 2 KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 NOTES: 1. PROVIDE MOISTURE RESISTANT GYP. BD. IN ALL AREAS CONSIDERED WET (KITCHENS, BATHROOMS, LAUNDRY, ETC.) AR 2. PROVIDE APPROPRIATE SUB—SURFACE AT ALL TILED SURFACES. 5��� 3. PROVIDE APPROPRIATE SUB—SURFACE AT ALL SURFACES TO RECEIVE PANELING, COORDINATE W/ MILLWORKER & ARCHITECT. JG�c �k�'�2c�`C� u1 x �i CD h M F NE�� N N w CONSTRUCTION N W D ETA I LS W x A-401. o PROJECT: 351 WINDOW SCHEDULE a FIRST FLOOR a U WINDOW# ROOM NAME WINDOW TYPE MANU. MODEL PRODUCT# DESCRIPTION WIDTH (R.O.) HEIGHT(R.O.) JAMB DEPTH CASING TYPE DIVIDED LIGHT SCREEN MULL HARDWARE EXTERIOR CLADDING REMARKS F CASEMENT - 101 BEDROOM- 104 A MARVIN SIGNATURE ULTIMATE UCA3664 E EGRESS 3'-1 5-3 5/8„ - TYP. N N - - ALUMINUM - U Qp 102 BEDROOM - 104 A MARVIN SIGNATURE ULTIMATE UCA3664 E C EG ESS 3'-1" 5'-3 5/8" - TYP. N N - - ALUMINUM - w103 BEDROOM- 104 A MARVIN SIGNATURE ULTIMATE UCA3664 E CASEMENT - 3'-1" 5'-3 5/8" - TYP. N N - - ALUMINUM - EGRESS w 104 BEDROOM - 104 B MARVIN SIGNATURE ULTIMATE UCAP4864 CASEMENT 4'-1" 5-3 5/8" - TYP. N N - - ALUMINUM - 105 SITTING ROOM - 103 B MARVIN SIGNATURE ULTIMATE UCAP4864 CASEMENT 4'-1" 5'-3 5/8" - TYP. N N - - ALUMINUM - SIGNATURE ULTIMATE UCA3220 TRANSOM 2'-9" 1'-7 5/8" - TYP. N N - - ALUMINUM - 106 SITTING ROOM - 103 C MARVIN SIGNATURE ULTIMATE UCA3292 CASEMENT 2'-9" 7'-7 5/8" - TYP. N N - - ALUMINUM - N SIGNATURE ULTIMATE UCA3220 TRANSOM 2'-9" 1'-7 5/8" - TYP. N N - - ALUMINUM - © 107 SITTING ROOM - 103 C MARVIN SIGNATURE ULTIMATE UCA3292 CASEMENT 2'-9" 7'-7 5/8" - TYP. N N - - ALUMINUM - SIGNATURE ULTIMATE UCA3220 TRANSOM 2'-9" 1'-7 5/8" - TYP. N N - - ALUMINUM - 108 SITTING ROOM - 103 C MARVIN SIGNATURE ULTIMATE UCA3292 CASEMENT 2'-9" 7'-7 5/8" - TYP. N N - - ALUMINUM - SIGNATURE ULTIMATE UCA3220 TRANSOM 2'-9" 1'-7 5/8" - TYP. N N - - ALUMINUM - 109 SITTING ROOM- 103 C MARVIN SIGNATURE ULTIMATE UCA3292 CASEMENT 2'-9" 7'-7 5/8" - TYP. N N - - ALUMINUM - 110 PANTRY- 102 B MARVIN SIGNATURE ULTIMATE UCAP4864 CASEMENT 4'-1" 5'-3 5/8" - TYP. N N - - ALUMINUM. - 111 SIGNATURE ULTIMATE UDHG2 3028E1 DOUBLE HUNG 3'-0 1/4" 5'-4" - TYP. N N - - ALUMINUM - STAFF BEDROOM - 108 D MARVIN 112 SIGNATURE ULTIMATE UDHG2 3028E1 DOUBLE HUNG 3'-0 1/4" 5'-4" - TYP. N N - - ALUMINUM - 113 SIGNATURE ULTIMATE UDHG2 3028E1 DOUBLE HUNG 3'-0 1/4" 6-4" - TYP. N N - - ALUMINUM - BEDROOM - 109 D MARVIN 114 SIGNATURE ULTIMATE UDHG2 3028E1 DOUBLE HUNG 3'-0 1/4" 5'4" - TYP. N N - - ALUMINUM - CONNECTOR WINDOW# ROOM NAME WINDOW TYPE MANU. MODEL PRODUCT# DESCRIPTION WIDTH (R.O.) HEIGHT(R.O.) JAMB DEPTH CASING TYPE DIVIDED LIGHT SCREEN MULL HARDWARE EXTERIOR CLADDING REMARKS 201 ENTRY- 101 E MARVIN SIGNATURE ULTIMATE UCAP4092 CASEMENT 3'-5" 7'-7 5/8" - TYP. N N - - ALUMINUM - 202 ENTRY- 101 E MARVIN SIGNATURE ULTIMATE UCAP4092 CASEMENT 3'-5" 7'-7 5/8" - TYP. N N - - ALUMINUM - 203 ENTRY- 101 E MARVIN SIGNATURE ULTIMATE UCAP4092 CASEMENT 3'-5" 7'-7 5/8" - TYP. N N - - ALUMINUM - 204 ENTRY- 101 E MARVIN SIGNATURE ULTIMATE UCAP4092 CASEMENT 3'-5" 7'-7 5/8" - TYP. N N - - ALUMINUM - 205 ENTRY- 101 E MARVIN SIGNATURE ULTIMATE UCAP4092 CASEMENT 3'-5" 7'-7 5/8" - TYP. N N - - ALUMINUM - 206 ENTRY- 101 E MARVIN SIGNATURE ULTIMATE UCAP4092 CASEMENT 3'-5" 7'-7 5/8" - TYP. N N - - ALUMINUM - 207 ENTRY- 101 F MARVIN SIGNATURE ULTIMATE UCA2492 CASEMENT 2'-1" T-7 5/8" - TYP. N N - - ALUMINUM - 208 ENTRY- 101 F MARVIN SIGNATURE ULTIMATE UCA2492 CASEMENT 2'-1" 7'-7 5/8" - TYP. N N - - ALUMINUM - 209 ENTRY- 101 E MARVIN SIGNATURE ULTIMATE UCAP4092 CASEMENT 3'-5" 7'-7 5/8" - TYP. N N - - ALUMINUM - 210 ENTRY- 101 E MARVIN SIGNATURE ULTIMATE UCAP4092 CASEMENT 3'-5" 7'-7 5/8" - TYP. N N - - ALUMINUM - 211 ENTRY- 101 E MARVIN SIGNATURE ULTIMATE UCAP4092 CASEMENT 3'-5" 7'-7 5/8" - TYP. N N - - ALUMINUM - 212 ENTRY- 101 E MARVIN SIGNATURE ULTIMATE UCAP4092 CASEMENT T-5" 7'-7 5/8" - TYP. N N - - ALUMINUM - EXSITING VESTIBULE WINDOW# ROOM NAME WINDOW TYPE MANU. MODEL PRODUCT# DESCRIPTION WIDTH (R.O.) HEIGHT(R.O.) JAMB DEPTH CASING TYPE DIVIDED LIGHT SCREEN MULL HARDWARE EXTERIOR CLADDING REMARKS 301 EXISTING VESTIBULE G MARVIN SIGNATURE ULTIMATE CUSTOM CASEMENT MATCH EXISTING OPENING - TYP. N N - - ALUMINUM - 302 EXISTING VESTIBULE G MARVIN SIGNATURE ULTIMATE CUSTOM CASEMENT MATCH EXISTING OPENING - TYP. N N - - ALUMINUM - 303 EXISTING VESTIBULE G MARVIN SIGNATURE ULTIMATE CUSTOM CASEMENT MATCH EXISTING OPENING - TYP. N N - - ALUMINUM - PERMIT RESPONSE 1 05.07.24 1 304 EXISTING VESTIBULE G MARVIN SIGNATURE ULTIMATE CUSTOM CASEMENT MATCH EXISTING OPENING - TYP. N N - - ALUMINUM - PERMIT 08.24.23 NOTES: 1. GC TO VERIFY ROUGH OPENING DIMENSIONS WITH CONSTRUCTION PLAN PATTERSON 2. ALL WINDOWS TO BE IMPACT ZONE 3 / HURRICANE CERTIFIED - UNLESS OTHERWISE NOTED 22 CRESCENT AVENUE FISHERS ISLAND,NEW YORK 06390 2'-9" RO 2'-8" UNIT WIDTH -----------------� x L I I 3'-5" RO 2'-1" RO -- n I I z i UCA3220 3'-4" UNIT WIDTH 2'-0" UNIT WIDTH V' ----------------- r---------------------� r- I I I I I I I I I I I I I I I I I I 3'-0y4" RO 3'—Oy4" RO 3'-1" RO 4'-1" RO I I I I i I I I I I I I I I 3'=0" UNIT WIDTH 4'-0"UNIT WIDTH 2'-11Y4" UNIT WIDTH 2'-11y4" UNIT WIDTH I I I I I I 11 I I 1 KINLIN RUTHERFURD ARCHITECTS, PLLC I I I I I I I II I 1 I I I • I I I I I I I II I i I I I " LVL FACTORY MULL I 1 1 ~ I I I I I I 1 1 I I 59 FAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW= I i II 1 I I i \ �p �— I ur\ �— ,n �� I Y N WY RK 2 FAX:(775)582-1736 ^= II n0 n I I f\� rx I I f\ I I I I I I I ILd c� I I I 1 > I n n Z I I I I I I I ♦- I 2 I I x I I I I 2 I II I I I I I �pp� I • °NUJJ II I I n p I � `�w I � fall I I M� I x ri rI x Ic� M x I H I II Z Z Z I I I I /N 1 1 m I I I I I I I II I 1 I I I I I I I I I I II I I I I I I I / i i i I I it ii i i i II I I I I I I I II ��� �UDHG2 IIIIUCA3664 UCAP4864 i UCA3292 UDHG2 3028E1 II 3028E1 UCAP4092 UCA2492 CUSTOM N N WINDOW SCHEDULE w w x V) SIGNATURE ULTIMATE SIGNATURE ULTIMATE SIGNATURE ULTIMATE SIGNATURE ULTIMATE SIGNATURE ULTIMATE SIGNATURE ULTIMATE SIGNATURE ULTIMATE a — (3) UCA3664 Q — (3) UCAP4864 — (4) UCA3220 / UCA3292 — (2) UDHG2 3028E1 / UDHG2 3028E1 — (10) UCAP4092 — (2) UCA2492 — (4) CUSTOM 2" MULLED UNIT A-501,0 0 1 WINDOW TYPES PROJECT: 351 1/2" = 1'-0" EXTERIOR DOOR SCHEDULE U a —j FIRST FLOOR in U DOOR# ROOM NAME DOOR TYPE MANUFACT. MODEL PRODUCT# DESCRIPTION WIDTH (R.O.) HEIGHT(R.O.) JAMB DEPTH CASING TYPE DIVIDED LIGHT SCREEN HARDWARE EXTERIOR CLADDING REMARKS SIGNATURE ULTIMATE UCAP4020 TRANSOM 6'-9" 1'-7 5/8" N - ALUMINUM IZ3- TWO UNITS U SIGNATURE ULTIMATE UCAP4020 TRANSOM - N - ALUMINUM MULLED Q _ Q SIGNATURE ULTIMATE UCAP4020 TRANSOM N - ALUMINUM w 101 SITTING ROOM - 103 A MARVIN 6'-9" 1'-7 5/8" IZ3- TWO UNITS �D SIGNATURE ULTIMATE UCAP4020 TRANSOM - N - ALUMINUM MULLED MODERN MULTISLIDE/ � CUSTOM CUSTOM SLIDING DOOR-OXXO 13'7" 7'-7 5/8" - TYP. N Y - ALUMINUM IZ3 CONNECTOR DOOR# ROOM NAME DOOR TYPE MANUFACT. MODEL PRODUCT# DESCRIPTION WIDTH (R.O.) HEIGHT(R.O.) JAMB DEPTH CASING TYPE DIVIDED LIGHT SCREEN HARDWARE EXTERIOR CLADDING REMARKS IN-SWING FRENCH 201 ENTRY- 101 B MARVIN SIGNATURE ULTIMATE UIFD2.25G2 IZ3 3080 DOOR-XO L 6-3 7/8" 8'-2 1/2" - TYP. Y - ALUMINUM IZ3 SIGNATURE ULTIMATE UCA2092 SIDELITE 1'-9" 7'-7 5/8" - TYP. N - ALUMINUM IZ3 202 ENTRY- 101 C MARVIN IN-SWING FRENCH SIGNATURE ULTIMATE UIFD2.25G2 IZ3 3080 DOOR -XR 3'-2 7/16" 8'-2 1/2" - TYP. Y - ALUMINUM IZ3 NOTES: 1. GC TO VERIFY ROUGH OPENING DIMENSIONS WITH CONSTRUCTION PLAN. ROUGH OPENING HEIGHTS TAKEN FROM SUB-FLOOR 2. ALL EXTERIOR GLAZED DOORS TO BE IMPACT ZONE 3 / HURRICANE CERTIFIED - UNLESS OTHERWISE NOTED 6'-9" RO 6'-9" RO 6'-8" TWO UNIT WIDTH 6'-8" TWO UNIT WIDTH 6'-3%" RO 1'-9"RO 3'-27/16" RO I II I = 6'-2� TWO UNIT WIDTH 3'-1� " �- �8" 1'-8" �6 n n= I II I ~ i UCAP4020 UCAP4020 ii UCAP4020 UCAP4020 ---------------------------------------- F - ----------------------------------------------------- ------------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i li i li I I i I I I i I I I I I I I li A PERMIT RESPONSE 1 05.07.24 I I I I I w III I r W PERMIT 08.24.23 i s �o - i —___ __ _—_ .1 Of z i' STATIONARY z `i d Z 00 I r I I = 00 I I I I I I I I N I I 00 I I I I I I 00 PATTERSON I I I I I I I I 22 CRESCENT AVENUE I I I \ I I I I FISHERS ISLAND,NEW YORK 06390 I I II I I I I I I I I I I I I I I I I I I ! I I UCA2092 I I i I I I I I OX—XO custom size modern UIFD2.25G2 IZ3 3680 UI D2.25G2 IZ3 3080 XOL XR I I li I I 13'-6" UNIT WIDTH A B C SIGNATURE ULTIMATE IN-SWING SIGNATURE ULTIMATE SIGNATURE ULTIMATE SIDELITE - (4) UCAP4020 FRENCH DOOR UCA2092 MODERN MULTI-SLIDE UIFD2.25G2 IZ3 3080 IN-SWING SIGNATURE ULTIMATE - (4) PANEL X 0 L FRENCH DOOR UIFD2.25G2 IZ3 3080 / X R KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 M X N N w EXTERIOR DOOR N W . SCHEDULE W x a d A-502 ,0 ° 01 EXTERIOR DOOR TYPES PROJECT: 351 1/2" = 1'-0" ELECTRICAL LEGEND - U / a a v NOT IN CONTRACT w H NEW CONSTRUCTION (STUD) d NEW CONSTRUCTION (CONCRETE) x FO WALL MOUNTED LIGHT FIXTURE H RECESSED LIGHT FIXTURE 0 WATERPROOF RECESSED LIGHT FIXTURE --------------- ------------ HORIZ. SURFACE MOUNTED LIGHT FIXTURE X. HOME © / 0 R E M A I VERT. SURFACE MOUNTED LIGHT FIXTURE o8 P`Gj UNDER CABINET STRIP LIGHT S INTERCOM_ SWITCH / j I $D DIMMER SWITCH / i $3 3-WAY SWITCH i I $31) 3-WAY DIMMER SWITCH ' FIXTURE ON A JAMB SWITCH I -----------------------o1------------ DUPLEX RECEPTACLE j W.P. WATERPROOF DUPLEX RECEPTACLE SWITCHED DUPLEX RECEPTACLE OUTLET, ONE SIDE ONLY �c.F.I. GROUNDED FAULT RECEPTACLE OUTLET r QUADRUPLEX RECEPTACLE OUTDOOR DECK FLOOR RECEPTACLE iC TELEPHONE/DATA r; T� TELEVISION ® EXHAUST FAN ENTRY / r; 3 )0 SD SMOKE/CARBON MONOXIDE DETECTOR cu SD � DOORBELL KP INTEGRATED KEY PAD ISITTING--R QOM r--1 // /� r//r /�� WAP WIRELESS ACCESS POINT U.C. I PERMIT RESPONSE 1 05.07.24 � cFl FF j ELECTRICAL NOTES PERMIT 08.24.23 i 1. ALL 3-WAY DIMMER SWITCHES TO BE SMARTLY DIMMED SO THAT ALL SWITCHES ARE DIMMABLE 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL DIMMER PAITERSON STAFF SWITCHES ARE TO BE 'DIVA" SWITCHES WITH NO NIGHTLIGHT BEDROOM 22 CRESCENT AVENUE FISHERS ISLAND,NEW YORK 06390 3. ALL LIGHT FIXTURES TO BE HIGH EFFICACY UNLESS OTHERWISE NOTED i N 4. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS NOTED / AS GFI 5. ALL DETECTORS TO BE COMBINATION SMOKE/CARBON MONOXIDE. ALL DETECTORS & ALARMS SHALL COMPLY SD CM 30 l�o BATH 2 HALL so WITH NYS 2020 RESIDENTIAL CODE, SECTIONS R314 & cm R315. ALL DETECTORS SHALL BE HARDWIRED WITH BATTERY BACK UP & INTERCONNECTED. REVIEW ALL I� LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION i sD D 6. ELECTRICAL INSTALLATION TO BE DESIGN-BUILD BY A LICENSED CM CONTRACTOR 7. GC TO FURNISH AND INSTALL ALL LIGHT FIXTURES AS PER ARCHITECTS SPECIFICATIONS ' BEDROOM 1 J I I BEDROOM 2 ' 8. ALL EXTERIOR LIGHTING AND POWER TO BE WEATHERPROOF L _ J GFl ELECTRICAL LOCATIONS 0 L ------- KINLIN RUTHERFURD ARCHITECTS, PLLC / BATH 1 1. ALL OUTLETS AT FLOOR LEVEL TO BE 15" TO CENTER OF OUTLET FROM FINISHED FLOOR AND CENTERED ON WALL, 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 \\ UNLESS NOTED OTHERWISE NEWYORK,NEWYORK 10022 FAX:(775)582-1736 2. ALL LIGHT SWITCHES & OVER COUNTER OUTLETS TO BE Fr 42" TO CENTER OF OUTLET FROM FINISHED FLOOR AND 3" FROM EDGE OF CASING TO EDGE OF PLATE, UNLESS NOTED OTHERWISE 3. GC TO REVIEW APPLIANCE SCHEDULE FOR SPECIFICATIONS ON ELECTRICAL CONNECTION REQUIRED FOR EACH UNIT .. r' AND ITS APPROPRIATE LOCATION X 4. GC TO VERIFY ALL CONNECTIONS FOR HVAC, HEATING N MATS, CONDENSERS AND RADIATORS IF REQUIRED N • N ELECTRICAL PLAN - GROUND FLOOR N E-101,0 0 ""oo., 0 ELECTRICAL PLAN PROJECT: 351 Cy 1/4"=V—On W U a LEGEND (PLUMBING & GAS) H W o 0 x TUB / SHOWER REFRIGERATOR TOILET o n LAVATORY DISH WASHER N WASHING MACHINE SINK WASTE LINE DRYER ----- SUPPLY LINE IVENT RANGE NOTES 1. DO NOT SCALE FROM THIS DRAWING. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHHOLD. 3. ALL CERTIFICATES, PERMITS OR OTHER REQUIREMENTS SHALL BE PAID FOR AND OBTAINED. 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO THE OWNER BEFORE APPLYING FOR FINAL PAYMENT. 6. HORIZONTAL DRAIN PITCH TO BE BETWEEN J" & A" PER FOOT. 7. SPACING BETWEEN CLEANOUTS SHALL NOT EXCEED 50'. 8. WORK TO BE GUARANTEED FOR A PERIOD OF (1) YEAR AFTER SUBSTANTIAL COMPLETION. 9. ALL HOT AND COLD WATER LINES TO HAVE SHUT OFF VALVES. PERMIT 08.24.23 PATTERSON 22 CRESCENT AVENUE FISHERS ISLAND,NEW YORK 06390 T.O. ROOF 4" V.T.R KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 BATH 1 BATH 2 PANTRY / BAR D qRG,�/� --I F.A. `La*� JG��O. <,^,,� I I I I I 1 �'��'•'�3 1 010 010 <' �o �'1' O4,- OF NE`� GROUND FLOOR N 4" 1 r2" 4„ 1 2" C.O. PLUMBING w W RISER DIAGRAMS W x P-10 I x o O 1 PLUMBING RISER DIAGRAM PROJECT: 351 NITS Concrete Notes_ Connections to Exisfing Masot�or Hardened Concrete: Wood Structural Panels: " General Notes_ 1 All concrete work shall conform to all the requirements of ACI 301,'Specifications for Structural Concrete in Buildings"and ACI 318 1 Alf proprietary anchoring systems(expansioi,adhesive anchoring systems,etc.)to be installed into hardened concrete and masonry 1 Wood Structural Panels commonly referred to as sheathing panels, I od or oriented strand board "OSB" shall conform to U Buildm Code Re uirements for Stru tuna)Concrete indicated in the code reference section of these eneral notes. I P Y� ( ), .S. ' `� 1 The ar ose of these drawn s is to show the structural addition to 22 Crescent Avenue ish rs Isl e g q c g e ements are to be installed in strict accordance with the manufacturer's instructions for drilling and preparation of holes,for spacing Product Standard DOC PS 1 or PS 2,and bear the APAorade-trademark of the American Plywood Association. 9L. p p g ,F e and,N w York,06390. 2 Concrete shall be the specified weight and develop a minimum compressive strength in 28 days as follows: and edge distance requirements,and for the utilization of supplemental components for the anchoring systems such as screen tubes, 2 Sheathing panels for floors,roof,and walls shall be APA rated sheathing,Exposure 1,with a minimum span index rating of 32/16. rn 2 The work shown on these drawings has been designed in accordance with the structural requirements of the 2020 edition of the Maximum dowelin adhesives,etc. F, g 3 Sheathing panels on flat surfaces shall be installed with face grain or panel long dimension perpendicular across supports and U Building Code of New York State. Minimum W/C Ratiosor slump 2 Connections to hardened concrete shall be nade with anchors conforming to ACI 318,as specified in the code reference section of continuous over two or more spans.Provide 1/8"space between panel edges parallel to face grain or panel long dimension,1/16" W 3 The structural components have been designed for the following loads: Location Weight Strength where indicated) these general notes,for cracked concrete,and Chapter 19 of the state building code indicated at the beginning of these general space between panel edges over supporting members. E--� A. Uniform live load: notes. 4 Floor sheathin shall be lued to su ortin members with construction adhesive such as PL 200,laid in a continuous 114 inch wide . Residential Footfngs Normal 3,000 psi 0.55 A. Mechanical anchors shall be either bead along the member ength. PP g U I One-and two-family dwellings Walls and piers: i. Hilti"KWik Bolt TZ"expansion anchor. 5 At designated shearwa!!s,horizontal edges of wall sheathing shall be backed by solid blocking between studs to provide backing for Ce I Stairs,exits,and fire escapes 40 psf Interior Norm at 3,000 psi 0.55 ii. Hilti"KWik HUS-EZ"screw anchor(use only in permanently dry,interior noncorrosive environments) specified panel edge nailing. Q I All other areas 40 psf. Exterior Normal 4,000 psi 0.45 iii. Simpson"Strong Bolt 2"exoansion anchor 6 At panel edges,nails are to be 318"from edge of panel. � , B. Roof loads: Exterior exposed Normal 5,000 psi 0.40 iv. Simpson"Titen HD'•screw ancho,zinc-plated or galvanized(use only in permanently dry,interior non-corrosive 7 The heads of nails shall be driven flush to the surface of the panel and not break the surface. C4 Snow: Elevated slabs-exterior Normal 5,000 psi 0.40 environments) Iy Ground snow load,p9 30 psf � Flat roof snow load,pe 25.2 psf Laminated Veneer Lumber Size,embedment,spacing and edge distance of anchors shall be as indicated on the drawings. W Exposure factor,C" 1.2 3 All detailing fabrication,and erection of reinforcing bars,unless otherwise noted,must follow the latest ACI code and the latest ACI B. Adhesive anchor rods or reinforcing bars shall be installed in rota hammered drilled holes with carbide drill bits usin one of ! E Importance factor,IS 1.0 "Manual of Standard Practice for Detailing Reinforced Concrete Structures". the following adhesive anchoring systems: ry 9 1 Laminated Veneer Lumber(LVL)sha 1 be"Micro-Lam"as manufactured by Weyerhaeuser,"G-P Lam"as manufactured by the Thereof factor,Cc 1.0 Georgia Pacific Corporation or"Gang-Lam"as manufactured by the Louisiana Pacific Corporation. 4 Concrete design mix will be submitted to the engineer for review,together with laboratory reports attesting that the mixes can attain L Hilti"HIT-HY 200 safe set adhesive anchoring system with Hilti"HAS"ASTM F1554,Grade 36 anchor rods. 2 Minimum allowable stress and stiffness characteristics of LVL and PSL material shall be as follows: Rain loads: in accordance with Section 1611 the minimum strength required in accordance with ACI 301 indicated above. ii. Simpson"AT-XP"adhesive anchoring system for base material temperatures between 14 degrees and 80 degrees Rainfall intensity(100-year 15aminute interval),i 6.00 in.lhr 5 Portland cement shall be T e i or T e II and conform to ASTM C 150. or Sim son"Set-3G"adhe.ive anchorin s stem for tern eratures above 40 de rees,with Sim son"RFB"ASTM LVL PSL Z YP YP P 9 Y P 9 P Roof live load: sf ,,,a 20 p 6 Other cementitious material such as flyash,ground granulated blast-furnace slag,or ground glass pozzolan maybe blended with F1554 Grade 36 anchor rods. _ Z 'Note:the flat roof snow load shall be no less than 30 psf. cement for use in the concrete mix. Flyash shall conform to ASTM C 618 and may replace cement in the following ranges for the 2 iii. Dewalt"AC200+"two part adhesive,cold temperature cure[or"Pure110+"epoxy adhesive,standard cure]with F� arallel to rain = 2510 psi 2900 psi C. Wind design data: classes of flyash;Class C,20 to 35%;Class F,15 to 25%. Ground granulated blast-furnace slag shall conform to ASTM C 989 and ASTM F1554,Grade 36 anchor rods. Reinforcin bars shall conform to there uirements of the Concrete General (P 9 ) P 7500 psi � Wind loads have been determined based on Section 1609.1.1 in accordance with ASCE 7-16,Chapters 26,27,29 and 30, may not exceed 50%of total weight of cementitious materials.Ground glass pozzolan shall conform to ASTM C 18e6 and may Notes. 9 q F,(perpendicular to grain)= 285 psi 290 psi Directional Procedure replace cement in the range of 15%to 50%by weight. iv. Reinforcing bars shall conform to the requirements of the Concrete General Notes. F�= 285 psi 290 psi N; E= 1,900,000 psi 2,000,000 psi 7 For normal weight concrete:coarse aggregate shall be 3/4"and conform to ASTM C 33.Fine aggregate shall be manufactured or Member sizes shown on lan Width x de th s ecified as LVL ma be constructed of multi a LVL Ices or PSL of the s ecified de th, Basic Design Wind Speed(3-second gust):V 129 mph natural sand from the same source for the entire project and shall conform to ASTM C 33. Adhesive for reinforcing bass and anchors shall have been tested in accordance With ACI 355.4"Qualification of fastened to eth r it F ( P ) P Y P P p Allowable Stress Design Wind Speed.Vasd 99.9 mph 8 No admixtures are permitted Without the engineer's written permission other than entrained air. Concrete exposed to the weather, Post-Installed Adhesive Anchors in Concrete"and ICC-ES(ICC Evaluation Service)"Acceptance Criteria for Post- u 9 e by na ng or bolting as required. Member sizes followed only by PSL must be installed as a solid member,not built- Risk category II such as that used in foundation walls,shall contain 5%+/-1 12%entrained air.Concrete exposed to the weather and to de-icing Installed Adhesive Anchorsin Concrete Elements" AC308 for cracked concrete and seismic a P ( ) pplications. 3 Members ma p g' Wind Exposure D compounds shall contain 696+1-1 1/2%entrained air.Do not use air entrainment admixture for interior normal weight concrete slabs. y not be bored or notched without written ermission from the en Ineer. Internal pressure coefficient 0.18 9 Limit water-soluble,chloride4on content in hardened concrete to the following percent by weight of cement:1.00 for reinforced Adhesive bond design strength is based upon concrete that has cured at least 21 days with a minimum compressive "a'•dimension for use With components and cladding 3 ft concrete that will be dry and protected from moisture,0.30 for reinforced concrete that Will exposed to moisture but not exposed to strength of 2,500 psi and ar in-service temperature in accordance With ACI 355.4 Temperature Category B. Wood Fasteners Notes: chlorides,0.15 for reinforced concrete exposed to moisture and chlorides from deicing chemicals and salt/seawater,and 0.06 for Design wind pressure(Norrinal design wind pressures)for components and cladding on build ng walls(use Zone 4 genera!!y; prestressed(post-tensioned)concrete. Installation method shall bein accordance with the Manufacturer's Printed Installation Instructions(MPII 1 Wood components are to be fastened together with common earls as indicated in the following schedule unless specifically indicated use Zone 5 Within"a"of buiid.ng wall comers): 10 Reinforcing steel shall conform to ASTM A 615,Grade 60. Installation of adhesive anchors horizontally or upwardly inclined to support sustained tension loads shall be otherwise on the plans. Surface pressure(psf) 11 Welded wire fabric shall conform to ASTM A 1064 with a minimum yield strength of 65 ksi. Lap one mesh size at sides and ends,and performed by personnel certified by the ACl/CRSI Adhesive Anchor Installer Certification program or equal. Area 10 sq ft 20 sq.ft. 50 sq ft. 100 sq.ft Wire together. Nailing schedule Negative Zone 4 -26.2 -25.1 -23.7 -22.6 12 Vapor retarder shall be Stego Wrap(15 mil)vapor retarder by Stego Industries LLC and shall have a water vapor perneance after Unless otherwise noted on;he drawings,embed anchor rods and reinforcing bars into drilled holes a minimum of 9 Quantity or Negative Zone 5 -32.2 -30.1 -27.3 -25.1 conditioning(ASTM E 1745,Paragraphs 7.1.2-7.1.5)that is less than 0.01 perms and meets the requirements of Class A.Place as anchor diameters,with a minimum edge distance of 4 inches,measured from the edge of the concrete to the Connection location Nail size/type spacing and Positive Zones 4&5 24.2 23.1 21.7 20.6 per ASTM E 1643 and manufacturer's written instructions. centerline of the anchor/reinforcing bar.Increased embedment depths or edge distances may be required at certain Design Wind pressure(Nominal design wind pressures)for components and cladding on building roofs(for locations of zones 13 The following concrete cover shall be provided for reinforcement: locations,see plans and details. Floor construction 1,2 and 3,refer to building code): 3 Connections to grout filled concrete masonry shall be made with either 1)Hilt"HAS"ASTM Ft554 Grade 36 anchor rods using Hilti Built up girder/beam(3 plies or less): 10d common-1.50"plies 2 horiz.rows Surface pressure(psf) Location Cover(inches) "HIT HY270"masonry adhesive anchoring systems or 2)Simpson "RFB••ASTM F1554 Grade 36 anchor rods using Simpson "Set- 16d common-1.75"plies (top&bot) Area 10 sq.ft 20 sq.ft. 50 sq.ft. 100 sq.ft. Concrete cast against and XP"masonry adhesive anchoring system o,3)ASTM F1554 Grade 36 anchor rods using Dewalt AC100+Gold masonry adhesive 12"o.c.direct Negative Zone 1 -42.1 -39.3 35.6 -32.9 Permanently exposed to earth 3 anchoring system. Floorjoists to Sill or girder: 10d common 4 toe-nail Negative Zone 2 -55.1 -51.9 -47.2 -43.7 A. Unless otherwise noted on the drawings, embed anchor rods into drilled holes a minimum of 9 anchor diameters, With a Rim/box joist to Joist end: 16d common 3 end direct Negative Zone 3 -75.7 -68.5 59.1 -51.9 Concrete exposed to earth or weather: minimum edge distance of 4 measured from the edge of the masonry to the centerline of the anchor.Increased embedment Bridging to joists: 8d common 3 toe-nail or Positive all zones 10.7 10.1 10 10 #6 through#18 bars 2 depths or edge distances may be required at certain locations,see plans and details. 10d common 2 direct •"" Overhang Zones 1&2 -51.5 -46.7 -40.4 35.7 #5 bar and smaller 1 112 Floor truss chord to sill or girder: 16d common 3 direct Z'�"1e Overhang Zone 3 -71.6 -63.3 -62.3 44 Band joist to truss end: 10d common 3 direct T �+ 7 Concrete not exposed to weather or in contact with ground: Structural Steel Notes: Edge floor truss bottom chord to sill: 16d common 8"o.c.direct D� SalVO Wind design for existing buildings: Slabs,walls,joists: 1 Design fabrication and erection of structural steel shall conform to the American Institute of Steel Construction's'S ecification far Edge floor joist/truss to sill: 10d common 8"o.c.toe-nail y° Not required since the proposed additions and alterations do not increase the demand-capacity ratio of any wind load carrying #11 bar and smaller 3/4 P Floor sheathin 8d common 6"o.c.to e structural element by more than 10 percent cumulative since the original construction. Structural Steel for Buildings",indicated in the code reference section of these general notes. g g s Engineering Beams,columns 2 Materials: 10"o.c.other D. Special loads: Prima reinforcement,ties,stirru s,s irals 1 V2 Wall construction 1 Retaining walls ry P P Wide flange shapes: ASTM A 992 Grade 50 /�r0�� American standard shapes,angles, Stud to sole plate: 8d common 4 toe-nail or V Lateral equivalent fluid pressure 35 pcf 14 The conveyance,placement and protection of the concrete shall conform to the requirements of ACI 318,indicated above,and ACi Plates and bars: ASTM A 36 16d common 2 end direct Seismic load(h=heght of wall) 5.5 h"2 304R,"Guide for Measuring,Mixing,Transporting and Placing Concrete".Mechanical vibrators are to be used to consolidate the Structural steel tubin Top plate to stud: 16d common 2 end direct _^*..�,._.-,^l...-..., Structural Ent ineers Vertical live load surcharge 100 psf fresh) cast concrete around the reinforcin and a ainst form surfaces and to revent the formation of airor stone ockets, g. Double studs: 10d common 9"o.c.direct g E. Existing buildings: Y 9 9 P P Rectangular and square ASTM A 500,Grade C(Fy=50 ksi) honeycombing,pitting or planes of weakness.However,care mustbe used to avoid over vibration that can lead to aggregate Anchor rods ASTM F 1554,Grade 36 Comer studs: 16d common 16"o.c.direct 93 Lake Avenue Su)te 201 For existing structural elements carrying gravity loads,the proposed additions and alterations donot increase the stress in any se re ation. Sole plate to joist or blocking: 16d common 8"o.c.direct structural element b more than 5 ercent nor do the decrease the stren th of an structural element to less than r uired b g g Welding electrode ASTM E 70xx,low hydrogen Y P Y 9 Y eq Y 15 No welding of reinforcing will be permitted. 3 All welding shall conform to American Welding Society's AWS D1.1"Structural We!dingcode-Steel"code for arc and gas welding and Blocking between joist to top plate: 10d common 2"o.c.toe-nail Da n bu , CT 06810 the building code for new structures. 16 All lap splices shall be Class B,in accordance with ACI 318 indicated above. be performed by a certified welder in accordance with A.W.S.standards. Rim/box joist to top plate: 16d common 8"o.c.toe-nail 4 This s ructure has been designed to be self-supporting and stable after the construction ofthe building work shown on these 17 Concrete piers: Place concrete piers and walls together. Set pier reinforcing and set wall reinforcin throw h ier wort cal bars. t Double cap plate: 16d common 16"o.c. irec 9 9 P 4 High strength bolts:install high-strength bolts according to Research Council on Structural Connections'(RCSC's)"Specification for d t r2031 490-414 www.tde .com drawings has been completed. The stability of the structure prior to completion is solely the responsibility of the contractor.This Provide dowels with standard hook from footing at all piers. Size and quantity of dowels to match vertical pier reinforcing(Class'B" Structural Joints Usin Hi h-Stren th Bolts" r f Double cap plate laps at end joints(24"min.offset): 16d common 8 direct L J 0 I y responsibility extends to all related aspects of the construction activity including,but not limited to,erection methods,erection 9 9 9 b type o bolt and type ofjoint specified. splice). Joint type:Snug tightened unless otherwise noted. Double cap plate laps at comers and intersections: 16d common 2 direct sequence,temporary bracing,fortes,shoring,use of equipment,and similar construction procedures.Review of the construction by 18 The contractor shall be responsible for limiting pours to minimize shrinkage cracking. In general,walls shall not be poured in 5 Grout shall be nonmetallic shrinks e-resistant rout conformin to ASTM C 1107 Grade B or C f to - Header end to trimmer: 8d common 2"o.c.toe-nail or the engineer is for conformance With design aspects only,not to review the contractor's construction procedures.Lack of comment on 9 9 9 ac ry packaged,nonmetallic continuous lengths exceeding 30 feet without providing construction joints or control joints. The location and configuration ofjoints aggregate grout,noncorrosive,nonstaining,mixed with water to consistent suitable fora cation and a 30-minute workin time. 10d common 3"o.c.direct the part of the engineer with regard to construction procedures is not to be interpreted as approval of those procedures. ex osed to view shall be coordinated wi'h the architect. y Sp g Wall sheathing unless identified as a shear wall: 8d common 4"o.c.at ed es 5 This s!:ructure utilizes,plywood shear walls,to provide lateral stability.Therefore,temporary bracing,guys,etc.,must be maintained P 6 Structural steel shall be cleaned to accorclance With the Steel Structures Painting Council Specifcation SP 3 for Power Tool Cleaning 9 until all plywood shear walls have been erected and attached to the steel framing. 19 The installation of slabs shall conform to the requirements of ACI 302.1R,"Guide to Concrete Floor and Slab Construction".Interior (except for steel exposed to weather). 8"o.c.other finish slab surfaces are to have a steel trowel finish.Exterior slab surfaces are to have a broom finish unless specified on the 7 All steel members and boltin ex osed to weather shall be cleaned in accordance with the Steel Structures Paintin Council Roof&test to construction 6 Shoring note:The contractor is responsible for designing,providing and installing all temporary shoring that is required to support architectural drawn s. 9 P g Ced ng joist to plate: 16d common 4 toe-nail instab,lities of existin stmictare Burin construction and due to the removal of existin su ortin walls and existin framin members 9 Specification SP 6 for Commercial Blast Cleaned and hot-dipped galvanized in accordance with ASTM A 123 and ASTM A 153. 9 9 9 pP 9 9 9 20 Expansion and isolation-joints: Minimum acce table zinc coatin wei ht shall be 2 oz./s Ft.See architectural s ecifications for finished aint if re uired.Clean Cell ng joists laps(over partition): 10d common 4 direct for installation of new framing and foundations.Shoring shall be fully installed and stable prior to removal of existing structural i P 9 g q P P q Filler strips:ASTM D 1751,osphalt-saturated cellu�osic fber or ASTM D 1752,cork or self expanding cork areas where alvanizin is Boma ed or missn and re all alvanizin to tom I with ASTM A 780. Ceiling Joists to rafter: 10d common 5 direct elements.These shoring requirements are generally shown on the drawings.However,all conditions may not be shown due to hidden Sealant at top ofjoint:Sika's Sikaflex 2c SL poly urethane elastomeric sealant.Provide cap to separate sealant from filler. 8 Provide bitu astic protection co ling for all structural steel below gra e. P Y Collar fie to rafter. 10d common 5 direct conditions at existing structures. 21 Waterstops: Flexible polyvinyl chloride(PVC)waterstop conforming to Corp of Engineers Specification CRD-C 572,with flat dumbbell 9 Provide 114"closure plates With seal weld at ends of all HSS members. Roof rafter to plate: 10d common 4 toe-nail 7 Jobsite safety and construction procedures are solely the responsibility of the contractor.Review of the construction by the engineer and center bulb. 10 For miscellaneous steel,see architectural drawings. Roof rafter to ridge: 16d common 4 toe-nail or is for conformance with design aspects only,not to review the contractor's provisions forjob site safety.Lack of comment by the 22 The curing and protection of concrete shall conform to the requirements of ACI 318 and ACI 308R,"Guide to Curing Concrete". 11 Submittals to the engineer are required for certificates of corn liance for structural steel,bolts nuts washers and weld filler material 16d common 3 end direct engineer is not to be interpreted as approval of those aspects of work. P Concrete slabs shall be protected from loss of surface moisture for not less than 7 days using a curing compound conforming to prior to the fabrication of any steel Valley/hip rafter to ridge,header or trimmer: 16d common 2"o.c.toe-nail or 8 PDF digital files of all erection and detail shop drawings for steel reinforcing bars(concrete and concrete-masonry construction), ASTM C 309 or constantly wetted burlap. Curing compounds shall be compatible With any intended flooring overlay. Do not install 12 At the corn letion of fabrication the fabricat I 16d common 3"o.c.end direct structl,ral steel,indicating the fabricator,manufacturer,finish,layout,and all accessories,must be submitted to and be checked by the P a sha I submit a certificate of compliance stating that the work was performed in finish flooring until slab has adequately dried per the flooring manufacturer s specifications. accordance With the approved contract documents,as required by Section 1704.2 of the building code indicated at the beginning of Jack rafter to hip: 10d common 3 toe-nail or contractor and subcontractor and bear the checkers initials before submission to the architect for review prior to fabrication. 23 Cold weather concrete placement:If cold weather concreting conditions exist as defined by a period of more than three days when these General Notes. 16d common 2 direct Fabrication and/or delivery to the site of components priorto receiving approved shop drawings shall be at the fabricator's own risk. the average outdoor temperature,(high+lowy2,is less than 40 deg.F.the procedures outlined in ACI 306.1,"Standard Specification Blocking between rafters to top plate: 10d common 2"o.c.toe-nail 9 Testing and inspection of concrete,steel reinforcing bars(concrete and concrete masonry construction),concrete masonry,structural for Cold Weather Concreting"and ACI 306R,"Guide to Cold Weather Concreting"shall be utilized. Roof sheathing: 8d common 6"o.c.edges steel,wood sheathing,and other work are described in the Quality Control Section of these notes.The contractor shall review the 24 Hot weather concrete placement:Maintain concrete temperature below 90 deg.F.at time of placement and comply with ACI 301 and Lintel Notes: 10"o.c,other Qualit r Control Section and coordinate the scheduling gf inspections with the testing and inspections agency and the engineer. ACI 305R,"Guide to Hot Weather Concreting". 1 Unless otherwise noted,for lintels over doors windows ucts and miscellane Uninspected work that required inspections may be rejected solely on that basis. 25 Accurately position,support,and secure reinforcement and anchors against displacement.Locate and support reinforcement with bar d ous openings in non5earing 4",8"and 12"CMU walls 2 Nails and sipikes shall conform to the nominal sizes specie ed in Federal S ecifications FF N-1058 and as noted below: 10 If faulty construction procedures,or material,result in defective work that requires additional engineering time to devise corrective and brick walls use for each 4"of masonry: P measures,professional fees may be charged to the contractor at the standard hourly rate of additional services. Such fees maybe supports to maintain minimum concrete cover.Do not tack weld crossing reinforcing bars.Provide bar supports as follows: Angle size Max.M.O Bearing each end Pennyweight Withheld from the general contractor's payment. 3 12"x 3/8"flat plate 2�-O" 6„ �Ae 0. 0.1 0.1 1.1 0.1 A. Bolsters,chairs,spacers,and other devices for spacing,supporting,and fastening reinforcing bars and welded wire 3 1/2"x 4;x 5/16"(LLV) 3.5~ 6•• Common Scant diameter 0.131" 0.148" 0.148" 0.162" 0.192" 11 The contractor shall verify all dimensions,elevations and angles With architectural drawings and existing conditions before proceeding reinforcement in place. Do not'wet stick"reinforcement or anchors.Manufacture bar supports from steel wire,plastic,or L ng h 2.50" 3.00" 3.25" 3.50" 4.00" With an y work. 3 12"x 5 x 5/16"(LLV) 5'-0" 6" precast concrete accorling to CRSI's"Manual of Standarc Practice;'of greater compressive strength than concrete. Head diameter 0.281" 0.312" 0.12" 0.344" 0.406" 12 The contractor shall fiend verify exisU'nq conditions before proceeding with any work.The contractor shall field verify all dimensions 3 12"x 6"x 5/16"(LLV) 6•-0" 8" 3 112"x 6"x 3/8" Pneumatic or electric powered hammers often use fasteners of same length as common nails but of lesser gage or diameter;use noted"'t"that are indicated on the drawings. 26 Sizes and locations of all re ired embedded items,such as anchor bolts, i in sleeves,hotdown anchors,etc.,for all trades shall (LLV) 8'-0" 8' 13 The contractor and subcontractors shall obtain the latest co ies ofa roved tans and surve s and the shall familiarize themselves raj P P g 2 Openings in non-bearing walls masonry where no specific lintels or lintel sizes are indicated shall have 8"bearing at each end and fastener of the diameter or gage equal to or greater than the common nail specified. Fastener specifications must be submitted to the r P PP P Y y be coord rated by the general contracto with other trades. shall have the followin sizes: engineer for approval prior to installation if powered hammers are to be used. thoroughly with these plans before commencing any work. 27 Submittals to the engineer are required for concrete mix designs,cement,reinforcing bars,admixtures,and aggregates,as specified g 3 Bolts shall conform to ASTM A 307 or ASTM A 36. 14 These drawings are supplemented by a detailed technical specification. The notes shown under certain categories of work are in S ecification Section 03300. Max.M.O. Wall thickness Lintel size ISSUED FOR PERMIT 5/07/2024 intended to summarize basic requirements. P 9'-0" 8" W8x24 4 Lag and wood screws shall conform to ANSIlASME standard B18.6.1-19.81. 15 Work shown as"Typical Details"apply throughout the project as required. Work shown as"Sections"shall be considered to apply for 91-0" 9"-13" W8x31+5/16"plate 5 All fasteners used in contact with preservative pressure treated wood shall be hot dipped galvanized in accordance with ASTM A 153 the same and similar conditions in the building. Concrete Masonry Notes: 12'-0" 8" W8x28 or stainless steel,Type 316.Do not mix stainless steel and galvanized fasteners and connectors. REVISION ISSUE DATE 16 Some details of the work are shown on the architectural drawings.A careful review and study of these details are necessary before 12'-O" 9"-13" W8x35+5116"plate 6 Bored lead holes for fasteners shall be as follows: the full scope of the work can be comprehended. 1 All concrete masonry work shall conform to the requirements of the"Building Code Requirements for Masonry Structures,TMS 402" Plates indicated in above lintels shall have a Width V less than the wall thickness and a length 1"less than the masonry opening. A Nail and spike lead holes are not required unless to prevent splitting of wood. If required,lead hole diameter shall not exceed 17 Do not scale drawings. and the"Specifications for Masonry Structures,TMS 602,indicated in the code reference section of these general notes. Provide 7 1/2"x 5/8"x 0'-7 12"bearing plates on 3/4"grout bed with(2)-5/8"diameter x 6"long welded anchor studs at 3"o.c.unless 75%of nail/spike diameter. 2 The compressive masonry strength,fm,shall be 1,900 psi minimum. System components have been selected based on the unit otherwise noted. Field weld bottom flange of beam to bearing plate With 1/4"weld at each side of flange. B Wood screws-lead hole diameter equals 7/8 of unthreaded shank diameter in connected wood part and 7/8 of diameter at root PATTERS 0 N strength method. 3 Fill the first two courses directly under bearing with grout for 16"length. of thread in wood receiving thread. Codes and Standards References 3 Concrete block shall be lightweight hollow load bearing masonry units conforming to ASTM C 90,With a minimum ultimate 4 See architectural and mechanical drawings for size and location of openings. C Lag screws-lead hole diameter a uals shank diameter for extent of unthreaded shank and 60%of shank diameter for FI CRESCENT AVENUE compressive strength of 1,900 psi on the net area of the units. Units shall be protected from moisture absorption. 5 When openings occur in bearing walls or theheight of masonry above the lintel is less than the opening Width or when a control joint threaded q FISHERS ISLAND,NEW YORK 06390 1 Concrete: 4 Portland cement used in the mortar and rout shall conform to ASTM C 150. Masonry cement or mortar cement shall not be portion of shank. Concrete work shall conform to all the requirements of ACI 301-10,"Specifications for Structural Concrete in Buildings"and ACI 318- used. g is located directly above or within 16"of the jamb opening and drawings do not otherwise indicate a specific lintel design,consult With D Thru bolts-lead hole diameter 1/32"to 1/16"larger than nominal bolt diameter. 14,"Buildin Code Re uirements for Structural Concrete". the architect to confirm lintel requirements. g q 5 Mortar shall be T e S confortnin to the volumetric ro onions set forth in ASTM C 270. Use 1 art Portland cement:0.25 to 0.5 7 Insert threaded screw type fasteners by fuming w th screwdriver or Wrench. Do not dive by hammering. Facilitate instal!atton by I 2 Concrete masonry: YP 9 P P P 6 Lintels supporting exteriormasonry shall be hot�i�pped galvanized. See structural steel notes. Concrerte masonry work shall confartn to the requirements of"Build'ng Code Requirements for Mason ry Structures,TMS 402-13"and Parts hydrated lime or lime putty;and aggregate proportioned to 2.25 to 3 times the sum of the separate volumes of cementitious placing soap or other lubricant on threads. materials(i.e.Portland cement plus lime). Provide aggregate in loose,damp condition. Add water to produce a workable mix. 8 Provide standard round washers under the heads of all thru bolts and lag screws and under all nuts unless otherwise indicated on the Of NE "Specifications for Masonry Structures,TMS 602-13". 6 Coarse grout used in pilasters and walls shall conform to the volumetric proportions set forth inn ASTM C 476. Use one part Portland General Wood Notes: plans. Tighten fasteners without crushing wood fibers under washers. ,,; 41 3 Structural steel: cement,2.25 to 3 parts damp,loose sand,1 to 2 parts 3/8"pea gravel. Add water to produce a flowable mix with an 8 to 11 inch Q Design,fabrication and erection ofstmctural steel shall conform to the AISC 360-16"Specification for Structural Steel for Buildings" slump. 1 Wood design is based on the NDS,"Na5onalDesign Specification for Wood Construction With Supplement",as indicated in the code �'` P� B. Wq� as adcpted on July 7,2016,by theAmerican Institute of Steel Construction(AISC)and the 15th Edition of the AISC Steel reference section of these general notes. Alternatively,fine grout may be used that conforms to the volumetric proportions set forth in ASTM C 476 using one part Portland Qualit�Control 'L Jy Construction Manual. cement,2.25 to 3 arts dam loose sand and addin water to roduce a flowable mix with an 8 to 11 inch slum 2 Stud bearing walls,shear walls,and roof and ions decks shall be framed with the member sizes ssed litypes at the spacings shown 4 Wood: P P g P P on plan. The contractor shall coordinate locations of a!t plumbing piping,HVAC ducting and recessed lighting fixtures,etc prior to 1 General: 7 Steel reinforcing bars shall conform to ASTM A 615,Grade 60. Reinforcing bars to be Tapped 48 bar diameters at splices. A The owner shall ern I Wood construction shall conform to the AWCNDS-2018,"National Design Specification(NDS)for Wood Construction"with The 2018 layout to minimize interference that may require the altering or strengthening of the installed framing. p oy an independent testing and inspection agency to perform the tests and inspections indicated under �"�^y c Reinforcement to be secured against displacement at spacing not exceeding 200 bar diameters. i this Qualit Control Section.Re orts shall be submitted to the architect,en n r'" � NDS..upplement. 3 All wood framing is to be stored on site above the ground on"stickers"indoors or under tarps with adequate clearances to allow air Y P gi eel and owner in a timely manner. 1 � 8 Joint(horizontal)reinforcement shall be hot-gipped galvanized W1.7(9 gage)steel wire,ASTM A 951 with ASTM A 153 Class B-2 circulation. 0 The contractor shall notify in a timely manner the testing and inspection agency and the engineer to schedule field inspections. W coating,Ladder type,by Hohmann&Barnard,inc.,or an approved equal. Place joint reinforcing in every second course(16"o.c.). 4 Walls shall be installed straight and plumb. Floors shall be installed level at the proper elevation. Roofs shall be installed at the 2 Soils and foundations: 2 Foundation notes: Joint reinforcement shall be lapped 6 inches at splices. pitches indicated on the architectural drawings. A Prior to placement of the prepared fill,the testing agency's professional geotechnical engineer shall determine that the site has ��` 094509 �� 9 Place units while mortar is soft and plastic. Remove and relay in fresh mortar any unit disturbed to the extent that initial bond is 5 Joists and rafters shall be installed directly over bearing studs unless otherwise detailed. been prepared in accordance with the contract documents.Inspect soils below footings for adequate bearing capacity and 1 The site preparation and earthwork Within the perimeter of the proposed new structure shall include,as a minimum,the complete broken after initial positioning. 6 At bearing walls above floorjoists where the joists span perpendicular to the bearing wall above,provide blockin between the joists. consistency with the contract documents. A/PQ �P�' removal of all topsoil,organic and unsuitable fill materials.Proof compact the top of the remaining excavated surface.The removed 10 Fully bed units in all shear walls including cross webs. g J /rESS�� soil shall be replaced With compacted structural fill where required for the support of foundations and slabs on rade. 11 All cells With reinforcin bars or olt h I r t li Blocking width shall match bearing wall width above.Blocking shall be LVL material where joists are I-joists or LVL joists and shall be B During placement and compaction a the fill material,the testing agency's professional geotechnical engineer shall determine 9 g b s s a I be g ou ed so d. dimensioned lumber where joists are dimensbned wood framing,unless otherwise noted. that the material being used and the maximum lift thickness comply with the contract documents.Verify extent and slope of fill 2 The foundations have been designed to rest on inorganic,undisturbed soil or compacted granular fill having a presumptive bearing 12 Vertical cells to be grouted solid shall have a minimum clear opening of 3"x2-12". The enfire perimeter of the cell shall be fully 7 Joists and rafters shall be su rte lacement. per d filed toyat each support by full depth solid blocking two inches in thickness,except wherejoists P EX . 05/31/26 value of 2000 psf. Such bearing strata are anticipated at the bottom of footing elevations noted on the founda�ion plan. All bearing bedded with mortar. are sup orted b a flush header or nailed to a rim joist. C Perform sieve tests and modified roctor tests of each source of fill material.Throw h testin ,veri that the tom acted fill to p strata shall be reviewed by the engineer prior to placing concrete in order to verify the presumptive bearing value. 13 Consolidate grout pours exceeding 12 inches in height by mechanical vibration and reconsolidate by mechanical vibration after initial P Y j be sed i P g g fY P 3 In areas requiring structural fill,the fill material shall be a uniformly graded mixture of sand aind gravel weighing no less than 120 cf water abso lion and settlement has occurred. Grout ours exceeding 5. e i 8 Provide a minimum of two studs under each end of all flush framed headers or beam,unless more are g studs a e plan. Provide one u under foot nos and under slabs complies with the contract documents. P rP p 33 fe t are h gh lift pours and shall require cleanouts. High jack stud and one full king stud at each end gfall dropped headers or beams,unless more jack and king studs are indicated on plan. D Review that the in-place density of the compacted fill complies with contract documents. dry density after compaction in place. This mixture shall be uniformly graded having no stone greater than 3 inches in any one lift grouting shall not be used unless high lift grout procedures are submitted to the engineer for review and approved by the engineer. Posts shall be solid) blocked throw h all intevenin fr m 3 Concrete: P y 9 P g P Y g P g P ry y q Y g g a ed decks down to supporting ado by Si ms or top of foundation. dimenssion,with no more than 90 ercent b wei tit assin a 1-1/2-inch sieve,and with less than 12 ercent b Wei tit, assin a no. 14 The structural ions do not shoev the full extent of mason lintels that ma be re uired for doors,Windotivs,ducts,louvers,etc.For A Reinforci :ins °/ fin 1! 9 Flush framed connections shall be made Withprefabricated galvanized steel hangers made by Simpson Strong-Tie.Co.,Inc.or Kant- ng pect 50 0 o sta ed reinforcing bars. 200 sieve. A soils testing lab,hired by the owner,shall test each on-site or borrow soil material proposed for backfill for classification those openings that require masonry lintels and are not shown on the structural plans,see architectural drawings for location and size ° accord?ng to ASTM D 2487 and for laborato tom action curve accordin to ASTM D 1557. Unifiorml moisten or aerate sub nade Sag connectors by United Steel Products Co,of width and depth appropriate for the supported member. Install with the type and B Cast-in-place anchors:inspect 50/o of anchors for materials,size,positioning,spacing,edge distance and embedment. rY P 9 Y 9 of openings.Do not scale openings.Formasonry lintel size for corresponding masonry opening size,see'Typical Masonry Lintels in C Postanstalled mechanical and adhesive anchors and dowels:ins ect 100%of mechanical anchors and 75% f dhe i and each backfill layer before compaction to Within 2 percent of optimum moisture content. The fill material shall be placed in Non-Load Bearin Wails Detail".Note if architectural drawn s do not indicate a mason linte for articul r i quantity of fasteners recommended by the manufacturer. Prefabricated steel hangers used in contact with preservative pressure P o a sat maximum lifts of 8 inches in loose de th for material corn acted b heav corn action a ui ment,and in maximum lifts of 4 inches 9 g ry i I a p a open ng,then provide a treated wood shall be hot dipped galvanized h accordance with ASTM A 123 or stainless steel,Type 316,or have a Triple Zinc" anchor for materials,size,positioning,spacing,edge distance and embedment.Inspect drilled holes(for proper preparation, p P Y Y P q p steel lintel as per lintel notes,unless otherwise directed by the engineer. (ASTM G 185 coatin . Fasteners in contactwith reservative ressure treated wood shall be size,depth and cleaning)and anchor and dowel installation for corn liance With manufacturer's re uirements. loose depth for material compacted byhand-operated tampers. Each lift shall be compacted with appropriate equipment to a 15 Mason o enin lintels have been desi ned on the basis of archin action of the corn leted wall. Lintels re uire tern ors su ort ) g P P hot dipped galvanized in accordance P q ry P 9 g g P q P �' PP with ASTM A 153 or stainless steel,Type 31 t.Do not mix stainess steel and galvanized fasteners and connectors. D Conduct strength tests in accordance with the following procedures:(A strength test consists of four concrete cylinders.) minimum of 95 percent of its maximum density at or near optimum moisture. No lifts shall be placed when weather conditions are until the mortar has achieved the specified strength. 10 Contractor shall choose metal connector(Sirnpsan,USP,or approved equal)based on member reactions shown on dra�a^nos and/or I Make one strength test for each 50 cubic yards or fraction thereof from each mix design of concrete placed in any one such that the moisture content of the fill cannot be properly controlled. In placing and compacting fill and backfill material,do not 16 Cover the tops of ail masonry conswction to protect against precipitation. da exce t tha 'n o I KINLIN RUTHERFURD ARCHITECTS PLl.0 damage nor displace concrete work already in place by contact from compaction machinery,by subjectin it to overturnin from 17 Mason shall not be const cte in ern t connection configuration and provide productdata to the engineer for approval. Metal connections are required at flush framed Y• P t i n case sha I a given mix design be represented by less than five tests. J 9 9 i ry m d r t pith ures below 40 F. Provide a heat source and protection as required to maintain conditions,roof rafter hold-downs,post caps and bases,and where indicated on plan. lI Secure composite samples in accordance with the"Standard Practice for Sampling Freshly Mixed Concrete"(ASTM C heavy compacting loadings,or any other cause. Place fill against such concrete work at the same rate as the remainder of fill, temperature above 40 F in accordance with ACI 530.1. � r corn actin uniform) on both sides usin hand-o erated tam ers. A soils testin lab hired b the owner shall test corn action of 11 Structural wood framing used in exterior applications or in contact with concrete or masonry shall be Southern Yellow Pine No.2 or 172). Each strength test shall be obtained from a different batch of concrete on a rep.esentative,truly random basis. 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 P 9 Y 9 P P 9 Y P 18 Hot weather construction techniques shall be in accordance with ACI 530.1 and shall be implemented when the ambient air better ACQ Alkaline Co er Quaterna orCA Co er Azole reservative ress When pumping or pneumatic a ui ment is used,sam les shall be taken at the dischar a end. NEW YORK,NEW YORK 10022 FAX: 775 582-1736 soils in place according to ASTM D 1556,ASTM D 2167,ASTM D 2922,and ASTM D 2937 as applicable. When test reports indicate temperature exceeds 100 F,or 90 F if the wind speed exceeds 8 mph. end use. { PP ry) ( PP )P P ure treated wood with a retention appropriate for q P P 9 t ) III Mold four specimens from each sample in accordance with the"Standard Practice for Making and Curing Concrete Test that backfills have not achieved the degree of compaction specified,scarify and moisten or aerate,or remove and replace soil to 19 Unless otherwise shown on architectural or structural drawings provide vertical control joints through concrete masonry unit walls for •• depth re uired;recom act and retest until s ecified tom action is obtained. 12 Built-up members of three plies or less shall have adjacent plies nailed togetherwith two rows of nails at 12"o.c.(10d common nails Specimens in the Field (ASTM C 31),and cure under standard moisture and temperature conditions,in accordance q P p p full wall height as follows: for 1-12"plies,12d common nails for 1-3/4"plies). Built-up members of more than 3 plies shall be assembled with 1/2"diameter thru With Section 7(a)and 7(b)of the above ASTM method. 4 The slab-on-grade sub-base shall be a crusher run stone free from soft disintegrated pieces,mud,dirt,or other injurious material. A Distance between joints should not exceed the lesser of length to height ratio of 1.5,or 25 feet bolts at 16"o.c.staggered up and down with 2 inch clearance at top and bottom edges. IV Determine slump of the concrete sample for each strength test and whenever consistency of concrete appears to vary • The material shall have no stone greater than 2 inches in any one dimension and With less than 10 percent by weight passing a B At changes in wall height 13 Flitch beams are to be assembled with 1/2"dameter thru bolts at 16"o.c.,staggered up and down,with 2 inch clearance at top and using the"Standard Test Method for Slump of Hydraulic-Cement Concrete"(ASTM C 143). No.100 sieve. C At changes in wall thickness-including pipe and duct chases and pilasters bottom edges. Assemble flitch beam with bo'toms of wood plies and steel plate flush. Provide 3-1/2"x 3/8"x 3-12"steel bearing V Determine air content of normal weight concrete sample for each strength test in accordance with either the"Standard 5 The bottom of exterior footings not on solid rock shall be at least 3'-6"below finished grade. D At and above expansion joints in foundations and floors lates at ends of flitch beams.Recess bearin late into to late of bearin wall + Test Method for Air Content of Fresh) Mixed Concrete b the Pressure Method" ASTM C 231 or the"Standard Test 6 All soil surrounding and under footings shall be protected from freezing and frost action during the course of construction. E At and below expansion joints in roofs and floors that bearon the wall P 9 P P P g Recess bearing pate into bottom of flitch plate if Y Y ( ), seated in prefatoricated beam hangers. Method forAir Content of Freshly Mixed Concrete by the Volumetric Method"(ASTM C 173). 7 Step footings where elevations change at a maximum slope of one vertical on two horizontal and place lower footings first. F For openings,do not locate control joints Within 32 inches of openings VI Test threes i n 14 Exterior end walls of cathedral ceiling spacesshatl be framed with studs running continuously{not spliced)from floor to roof. pet me th one li seven days,and two m n days T accordance with the"Standard Test Method for I B Minimum anchor bolt requirements for attachment of superstructure to foundation shall be 3/4"diameter at 4'-0"o.c.spacing for full G Adjacent to comers of walls or at wall intersections within a distance equal to half the control joint spacing. Corn resstve Stren th of C lindrical Concrete S ecimens" ASTM C 39. The 28 da test result shall be th v P 9 Y P { ) Y e a erage of height basements and 12"diameter at 6'-0"o.c.spacing for crawl spaces and slabs on grade. Embed anchor bolts a minimum of 15" 20 Submittals to the engineer are required for certificates of compliance for block grade and strength,grout,mortar,and reinforcing bars the two specimens. If the average of the hvo specimens is less than the required strength,test the fourth specimen at into masonry,and 7"into cast concrete. Anchor bolts are to be placed within V-0"of all comers on all exteriorwalls. All pieces of sill prior to delivery to the site. Dimensioned Wood Framing Notes: 45 days. When high early strength is required,two specimens shall be tested at seven days. plate shall have a minimum of two anchor belts. 9 Keep foundation excavations free of water at all times. 1 The structural wood stress grade stamped lumber shall be graded as follows; E Curing and protection:Periodically review curing temperatures and protection techniques.Also inspect hot and cold weather M Joists,rafters and studs: procedures as applicable to be in accordance with ACI 305R(hot weather)and ACI 306.1/306R(cold weather). 10 Use crushed stone backfill or controlled compacted fill or lean concrete(fc=1500 psi)for over-excavation of footings. 4 Concrete mason 11 Existing utilities:locate existing underground utilities in areas of excavation work.Provide adequate means of support and protection Douglas Fir-Larch or Dcx,glas Fir-Larch(North),No.2. ry: X during earthwork operations. Fb(base)=850 psi A Inspect storage and protection materials iv 12 Where footings are in close proximity to sub-surface piping bottom of footings shall be at least 8"below elevation of piping unless F,(parallel to grain)=14)0 psi B Inspect 50%of mortar and grout proportioning,mixing and consistency to establish conformance with ACI 530.1 and the N otherwise shown on the drawings. F,(perpendicular to grain)=625 psi contract documents.Mortar shall meet the proportion requirements of ASTM C 270.Grout shall meet the proportion W 13 Filter fabrics/geotextile fabrics:where indicated on the drawings,provide a filtration type geotexti!e between crushed stone and the F,.(base)=180 psi requirements of ASTM C 476. (� N surrounding soil.Fabric shall be Ten Cate Mirafi 14ON or Propex Geotex 401. E(base)=1,600,000 psi C Inspect 50%of masonry and mortar installation. GENERAL 1 V OTES A N D rn 14 Submittals to the engineer are required for structural fill and slab sub-base. 2 The design of the dimensional lumber members and their connections is based on the lumber having a moisture content at the time of D Inspect 50%of a'1 reinforcing installation.Review 50%of grout installation.Verify grout space is clean and inspect clean-outs W Joisallorraftfl9%or less. wheectmasonry rote tsrequired. MATERIAL SPECIFICATIONS W 3 Joists or rafters are to be installed with"crown"up(i.e.positive camber)and within 1/4 inch in 10 feet straight,end-to-end alignment. E In=_pect masonry protection.Further,when ambient temperature is below 40 degrees Fahrenheit or above 90 degrees 4 Severe) distorted twisted,bowed,cu Fahrenheit,review cold and hot weather protection for conformance With ACI 530.1. x y ( pped,checked,etc.)lumber shall not be used. F Test units in accordance with ASTM C 140. � 5 Notches in the top or bottom of dimensioned hmberjoists or rafters shall not exceed one-sixth the member depth and shall not be 1J located in the middle third of the span. End notches shall not exceed one-fourth the member depth. Bored holes shall not be Within Q two inches of the top and bottom of the member and their diameter shall not exceed one-third the member depth,unless otherwise 5 Structural steel: ° X noted on plans. A Fillet welds:visually inspect 50,0 of welds by an A.W.S.certified weld inspector. ,j B High strength bearing type bolt connections:Inspect 50%of bolted connections for required size,location and number of bolts `- and for contact of plies.The minimum bolt tension,method of tightening and method of inspecting installed bolts shall be as O ; specified in AISC"Specifications for Structural Joints Using ASTM A 325 or A 490 bolts".Use of a calibrated torque wrench on a previously tightened bolt is not an acceptable method of inspection. PROJECT: 23098 NEW EXIST. U �- . a a.. N U W I I � I I � I I � I I � I I I I a -- -- -� I L 77 P-1 r / r / r / , GA / P-1Z HD. DECK / < <, ON GRADE P-I > �°'t The l� Di Salvo j " Engineering ,/ 4 Group �,0"� \ / Structural Engineers � 93 Lake Avenue, Suite 201 21 21 ��' = �� Danbury, CT 06810 [203]490-4140 1 www.tdeg.com P-1 . . / , � U i ,�. ` NORTH: FOUNDATION AND SLAB ON ORADE PLAN 1/4 = I O SLAB ON v GRADE, SEE 1 PLAN NOTES I • DO NOT SCALE THIS DRAWING. 5EE ARGHITECTURAL PLANS FOR ALL DIMENSIONS. 4 21 ( • TOP OF GROUND FLOOR FIN15HED FLOOR ON GRADE ELEVATION = DATUM ELEVATION 0'-0" = TOPOGRAPHIGAL ELEVATION = 16.6. I I O 1 I d0 SLAB ON GRADE GON5TRUGTION: 4" GONGRETE SLAB ON GRADE I I REINFORGED WITH bx6-HI.4xNI.4 HELDED HIRE FABRIG, UNLE55 2 OTHERH15E NOTED. SEE "TYPIGAL SLAB ON GRADE DETAILS". ISSUED FOR PERMIT 5/07/2024 U- 4L 21 [_I'_Pj U- U- REVISION ISSUE DATE T 7 • GOORDINATE ALL PITS, TRENGHE5, POGKET5, BRIGK SHELVES, � — —————————— --------- -----------------T—TJ SLEEVES, PENETRATIONS AND INSERTS IN CONCRETE HALLS AND ____————— SLABS WITH ARGHITEGTURAL AND MECHANICAL DRAHING5. PATE ERS O N "HD" INDICATES 5HEARHALL HOLOOHN, SEE SHEARHALL 5GHEOULE ON 22 CRESCENT AVENUE // I 5-310 FOR HOLDOHN DETAILS. FISHERS ISLAND,NEW YORK 06390 / I I 'G-I' INDIGATE5 H55 4x4x1/2 GOLUMN. / I "P-I" INDICATES I'-8"xl'-8" PIER H/ (4)-#5 VERT. CORNER BARS AND #3 �,pf NEW y TIES AT 12" o.c, (2)-TOP AND BOTTOM AT 2" o.c.. w4`�0,�� I I SEE DHG 5100 FOR GENERAL NOTES AND MATERIAL 5PEGIFIGATION5.. 9 p I I 21 LEGEND: _I tv 1 SLAB ON I. I GRADE, SEE i p [+/- ...,] INDIGATE5 BOTTOM OF FOOTING ELEVATION FROM TOP OF �� 094509 v PLAN NOTES v I -� GROUND FLOOR CONCRETE SLAB DATUM ELEVATION. SSIONP� 21 I I u • +0 INDICATES TOP OF GONGRETE SLAB ELEVATION FROM TOP OF I GROUND FLOOR GONGRETE SLAB DATUM ELEVATION. Exp. 05/31/26 I I I "5F" INDIGATE5 APPROXIMATE LOGATION OF STEPS IN FOOTINGS ON i I PLAN. GOORDINATE LOGATION AND ELEVATION WITH SITE GRADING I AND MEGHANIGAL, ELEGTRIGAL AND PLUMBING DRAWINGS. FOR I I DETAILS, SEE "TYPIGAL STEPPED FOOTING DETAIL". I I 1 I0 "GJ" INDIGATE5 APPROXIMATE LOGATION OF GONTROL/GON5TRUCTION I u tL U- 1L I JOINTS IN SLABS ON GRADE. FOR DETAILS, 5EE "TYPICAL SLAB ON KINLIN RUTHERFURD ARCHITECTS, PLLC L--- `n— --------------- ---------------- ---- -------------� —� -----J GRADE DETAILS". 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 I 21 v M X tV (V FOUNDATION & SLAB W ON GRADE PLAN a o s PROJECT:�/ 23098 FRAM I NC LEC END = — — UCn - - - - a H J1O15T5/RAFTER5 BEAM/MEADER HOOD P05T5 — — — — H No. OF PLIES IN BUILT-UP BEAM ® P05T DOWN EXTENT OF ® POST UP AND DOWN 5 I/4"x5 I/2" LVL SPAN FRAMING BEAM (3)-2x10 DIRECTION SIZE W8x10 o P05T UP _ OF FRAMING FRAMING 3 I/2x11 7/5 LVL MARK, SEE 14b5 2s-# N 5GHEDULE P05T SHALL BE: 2x10 RAFTERS J-I BEAM I.D. z (3)-2x4 MIN. IN 2x4 STUD AlI6"o.c. X zDOWN51.OPE DASHED BEAM REAGTION WALL, U.O.N. — DIRECTION WHERE (LB5) x OF SLOPING BUILT OVER � MEMBERSI BY OTHER (2)-2x'5 MATCHING STUD -- o WALL THIGKNE55 MIN. IN ---� FRAMING STUD WALLS GREATER THAN 2x4, U.O.N. I I I � I z I I I FRAM I NC SGHEDULE 16 F p G. I I Mf�RK SIZE (hIIDTH x DEPTH) # KING STUDS # JRGK 5TUD5 1 STEEL POST, TYP. OF H-I 3 1/2 x 5 1/2 LVL I I (5). SEE 5-101 FOR _ ------------------------- H-2 3 1/20 1/4 LVL I I MORE INFORMATION H-3 3 I/2x9 1/4 LVL 2 2 H-4 5 I14xl1 1/4 LVL 3 2 ' The B-I 3 I/2 x a I/4 LVL Di Salvo8I Arg" GONG. BEAM. W/ (2) #5 BARS TOP AND BOT. w/ \\ v Engineering GB-I #3 STIRRUPS AT 6" o.c. � ,+a / � Group GB-2 8"x24" GONG. BEAM W/ (8) #5 BAR-5: (2) TOP, (2) BOTTOM, �y AND (2) EA. SIDE. W Structural Engineers i/ #3 STIRRUPS AT 6" o.c. � �\ �/ � /// �, .�� � q' � / 93 Lake Avenue, Suite 201 Danbury, CT 06810 T CANT. [2031490-4140 ( www.tdeg.com ---------- --- — ———————————————————————————— --� 5W-I "k I v o Cp 1 1 3 1/2"x5 1/2" \ I LVL P05T I � cx I I L Xd FC I 1 N I I I I I I 1 NORTH: jN GONT. 3 1/2"xII 1/4" I ROOF FRAM I NC PLAN LVL (FLUSH) I 1/4" = 11-0" ISSUED FOR PERMIT 5/07/2024 I 2 I DO NOT 5GALE THI5 DRAWING. SEE ARGHITEGTURAL PLANS FOR REVISION ISSUE DATE i 21 ALL DIMENSIONS. —_——————— L-2 L-2 W8x35LINT_EL I ROOF SHEATHING SHALL BE 5/&" PLYWOOD. SEE GENERAL PATTERSON ____ _ ___ NOTES ON DRAWING 5100. 22cREscENrAVENUE / ___ I FISHERS ISLAND,NEW YORK 06390 AND "5W - #" INDIGATE5 PLYWOOD 5HEARWALL. 15" MIN. GONG. SLAB I SEE SHEARWALL 5GHEDULE ON 5310 FOR PANEL 51ZE AND / THIGKNE55 AT HIGH POINT I NAILING PATTERN. PROVIDE 2x BLOGKING BETWEEN STUDS .��Of NEW U z I FOR PANEL EDGE NAILING AND (2)-2x6 (MIN) END POSTS AT g �, 10 EAGH END OF 5HEARWALL. yPN q�sy I N I ELEVATED SLAB GON5TRUGTION: GONGRETE SLOPED SLAB "< I m I I REINFORGED WITH #g BARS AT a" o.c. BOTTOM NORTH/SOUTH r z I 21 DIREGTION, #5 BARS AT 15" o.c. BOTTOM EAST/WEST DIRECTION, z I t #5 BARS AT I8" o.c TOP EA. WAY. � I �` 094509 � O I ALL EXTERIOR STUD WALL5 BELOW ARE TO BE GON5TRUGTED ESSIONP�� i I I I I AS 2x6 STUDS AT 16 O.G. LOAD BEARING WALLS. 21 i N I Exp. 05/31/26 I SEE GENERAL NOTES AND MATERIAL 5PEGIFIGATION NOTES ON LU I DRAWING 5100 FOR ADDITIONAL INFORMATION. LU I I I I 1 I 1 I KINLIN RUTHERFURD ARCHITECTS, PLLC 11" MIN. GONG. SLAB I 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 THIGKNE55 AT LOW POINT I NEW YORK,NEW YORK 10022 FAX:(775)582-1736 / I • / l / I \ ROOF FRAMING W ' --- PLAN a S 0 2 o PROJECT: 23098 SEE PLAN FOR MIN. WRAP W.W.F. AROUND GONT. TYP. LAP SLAB THIGKNE55 M v VAPOR RETARDER. LAP IN. #4 NOSING BAR CORNER BAR SIZE 517E NOTE I AND SPACING TO a EDGES 6" AND TAPE. OMIT SEE PLAN FOR MATCH HORIZ. REINF. 51D. HK. 5TD. HK. TYP. a AT EXTERIOR SLABS REINFORCEMENT EDGE W/ I/4" RADIUS TOOL v� - NOTES: x x x x x x w x x Ax x x x x x xx x x • I. ALL BAR SPLICES SHALL BE GLA55 "B" LAP 5PLIGES WITH 56 BAR x DIAMETERS MINIMUM. u 8 8 c�C c4 �00 OOC x x x x x x x � - " , a O 00�00 O OOr�O �Oo o�0 0 I Q 0 o 1=III=III=I I-11 -1- 2 TYP 0 - 2. PROVIDE GON5TRUGTION JOINT AT END OF EACH DAY 5 POUR. WALLS Q III=III-III-III=11 11=111=III-=III=11 III=III=111 III- 2 �' cS' c�' I1=1I1=111=I1= -IIP-II1=1II-1II I-1I1=1Ir= ,R00d 00 � LU � NP SHALL NOT BE POURED IN CONTINUOUS LENGTHS, EXCEEDING 30 FEET III=III ,III=' '-III. III-II III-i ' Ooo 00 LU WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. III=i 1=I 11 I=III=III=III=11 =1 i 1=1 11=1 11=1 I PROVIDE GONT. CHAIRS AT REFER TO GEO TECH. -III-III-II MIN. �I-III 3. PROVIDE GONSTRUGTION/GONTROL JOINTS AT FACE OF PIERS 3-Oo.c. MAX. TO MAINTAIN REPORT OR 6 REINF. AT EL SHOWN SEE SLAB PLAN FOR UNLESS OTHERWISE NOTED ON PLAN. NATURAL GUT GRADE CHANGE IN ELEVATION z OR COMPACTED 4. AT GONTROL JOINT, PROVIDE BEVEL JOINT "T"/10 INTO WALL , z GRANULAR 5UB-BASE, SEE AT CORNERS AT INTERSECTIONS 5UB-6RADE 5URFAGE BOTH SIDES. STOP ALTERNATING HORIZONTAL GEOTEGHNIGAL REPORT 5TEF7PE0 5LAB DETAIL SECOND POUR FIRST POUR REINFORGING BARS 6" 5HORT OF CONTROL JOINT. 5LA13 ON GRADE DETAIL TYP. LAP 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. 0 DIAMOND SAW GUT. IN AREAS 6° L 6" STOP REINF. SHORT OF FIRST POUR SECOND POUR _ 5EE NOTE I PROVIDE I" V GROOVE ON - WHERE SLAB 15 LEFT EXPOSED, JOINT AT EACH 51DE 1/4" PREMOLDED TONGUE EXP05ED FACE OF WALL AT 6. VERTICAL REINFORGINO AND/OR SUPPORT BARS NOT SHOWN FOR (I.E. LEFT UNCOVERED), FILL W/ AND GROOVE JOINT 6" b" STOP REINF. SHORT OF JOINT. SEE NOTE 7 SEE NOTE 3, 4 AND 7 GLARITY. SPECIFIED JT. FILLER IN JOINT AT EACH SIDE AGGORDANGE W/ MFR'5. CONSTRUCTION JOINT, (9 6° 7. PROVIDE GAULKING AT JOINT IF REQUIRED. SEE 5PEGIFIGATION5. IN5TRUGTI NS = CENTER 2x4 KEY ON WALL SHRINKAGE CRACK x x x x x U x x x x x x x x x x x x x x x 0°00000°00 00� �Ooo 00°0000 000�0°0 000°0- OooOpoOooOooOoo �- 111=1 1I rEI 11=1 11_1 I P: -I I�I 11=1 I I-I I I I I 1=1 I I-1 11=11= -I I-1-11-I 1 I-111 111111111 11=' =111�111111 II I IIiI�lli=' 1 I11 llll it NOTE: THE SAW GUT I5 TO BE PERFORMED CONSTRUCTION JOINTS ARE TO BE USED WHEN SEE SLAB PLAN FOR CONTROL I I JOINT LOCATIONS NOTED "GJ" UP TO 12 HOURS AFTER THE GONG. 15 GONGRETINO OPERATIONS ARE TO BE INTERRUPTED. L------ ------J POURED, REFER TO AGI 301 PIER, IF REQUIRED �.p The GONTROL JOINT DETAIL 5LAB ON GRADE GONSTRUGTION JOINT DETAIL Di Salvo CONSTRUCTION JOINT CONTROL JOINT ° TYP I GAL 5LAE3 ON GRADE DETA I L5 I TYP I GAL GONGRETE MALL GONSTRUGT I ON DETAIL 2 Engineering NO SCALE 200 3/4" = I'-O" Structural Engineers 93 Lake Avenue, Suite 201 Danbury, CT 06810 iv 2"H" MIN. [2031490-4140 1 www.tdeg.com SEE MECHANICAL, FOR 501L BRC. 56 BAR ELECTRICAL, PLUMBING, "H" MIN. Q TYP AND 51TE DW65. FOR „ LOCATION, ELEVATION, � �� FOR ROCK BRG. BOT. HORIZ. WALL � 4 MIN. AND SIZE OF UTILITY LINE 3-0 LAP 5PLIGE REINFORCEMENT TYP. AT WALL AND FTC. 2'-0" OPENING FOUNDATION PIPE SLEEVE OR WALL FORMED OPENING 2" COMPRE551BL17 / FILLER '� 00 �---- ---- de d cV / �� • 17- oe 10, ===-=-=�------ //'� �y \ I FOOTING REINF. (2)-ADD'LJEA_H DIAGONAL BARS I I I I 11=1 11=I 11= i 1=1 11=1 I _ II-III_Iil -I11 '=III-III-I ~ -�--- �a®®:.,t =- ? \�\ ! 2 SOIL BEARING BARS AT (2)-ADD'L #5 BARS AT \\��\\- 1 ROGK BEARING FACE OF EACH FACE OF WALL/ \"\�\\\� TOP AND TOP AND 80T. OF Ed 1_ _ - - - - TOP REINF. IF REQ'D. OF SLAB. 5LAB ISSUED FOR PERMIT 5'07/2024 SEE FDN. WALL/FOOTING51ZE, SEE "T"/2 �'T" I=1 11=1 I IA 11=1TI 11--,���-1=1' SECTIONS TYP• REVISION ISSUE DATE MIN. MIN. NOTES: I. AT WALLS ADDITIONAL REINFORGING SIZE SHALL MATCH HORIZONTAL NOTES: PATTERSON -' NOTE: AND VERTICAL REINFORGINC. AT 5LAB5 USE #5 BARS. I. AT STEP FOOTING, FOR WALL AND FOOTING R17INFORGIN6, V 22 CRESCENT AVENUE SEE "TYPICAL STEPPED FOOTING DETAIL". FISHERS ISLAND,NEWYORK06390 � z PLACE LOWER FOOTING 2. THIS DETAIL APPLIES AT ALL OPENINGS 12"xi2" AND LARGER. DETAIL 2. IF REQUIRED, FOR ADDITIONAL WALL REINFORGING, 517E o FIRST 15 SIMILAR AT ALL CIRCULAR OPENINGS 12" AND LARGER. "TYPICAL 5LAB/WALL PENETRATION REINFORGING DETAIL". 3. COORDINATE ALL OPENING 51ZE5 AND LOCATIONS WITH `�,cliF NEW), ARCHITECTURAL AND MECHANICAL DRAWINGS. G V P� g Woe, TYP. STEP FTO. DETAIL AT WALL PIPE PENETRATION 3 TYP I GAL STEPPED FOOT I NO DETAIL 4 TYP. SLAB/MALL PENETRATION RE I NFORG I NC DETAIL 5 3/4" = 1'-0" 200 3/4" = 1'-0" 200 3/4" = I'-O" 200r" 'cx" 094509 <� %ffi� GONG. PAD AT ENTRY 5EE ARGHJ51TE 0W6'5 Exp. 05/31/26 PROVIDE #5xl'-6" LG. DOWEL5 AT 12"o.c. DRILL AND EMBED EDGE W/ 115" RADIUS TOOL 6" INTO GONG. W/ HILTI "HIT HY200" ADHESIVE ANGHORING #5 xGONT. NO51NG BAR ALL SIDES SYSTEM PROVIDE 4'-0" WIDE STRIP OF W.W.F ADJACENT#5 AT 12"o.c. TO WALL AT KINLIN RUTHERFURD ARCHITECTS, PLLC BOTTOM +v—PITCH TO DRAIN OF SLAB 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 —X X X _x_x X X NEW YORK,NEW YORK 10022 FAX:(775)582-1736 �O LI -11=1 I E -I�f-III-1 11 / =1 I B 11=1 I rI I -111-1 I�I lrl (2)-#5, EXTEND 2'-0" BEYOND -III=1I1=III- /(2)-#5x GONT. DOOR OPENING AT EAGH END III- 2x4 KEY GONT. M #5 AT 15"o.c. N N N W NOTES: TYPICAL FOUNDATION w • I I/2" GLR 2'-0" SEE APPROPRIATE SECTION FOR REMAINDER OF D ETA I LS x FOUNDATION INFORMATION NOT REPEATED HERE. 00 • SEE ARGHITEGTJRAL DRAWINGS FOR LOCATION AND EXTENT OF EXTERIOR DOORS. vu TYP. FOUNDATION MALL DETAIL AT EXTERIOR DOORS 6 PROJECT: 23098 3/4" = 1'-0" 200 v (2)-#5 GONT. TOP _ S° ROOF SHEATHING, SEE PLAN a AND BOT. GONT. L5L RIMBOARD 2x RAFTER, SEE PLAN v' I #5 DOWEL AT 12" o.c., FINISH GRADE, SEE ARGH. v FINISH GRADE, SEE ARGH. LL CENTER IN PARAPET W 2'-6' - - ROOF SHEATHINO, =1II1-11TS I1=1 I f-1 I H I I-i I'. I_-1 I Iq 11=1 I I I-u—I 1= =1 I I=1 I I=1 I=1 11=1 I I-1 I 111 I-1 11=1 I SEE PLAN i I 1 =1 I I-I 11=1 11=1 I 1-1 11=1 I L=1 I i-1 I�I I I-1 I i�I �I 11=1 I IIi III-=III=III -III="' III III-III-I I1-1T=' -III GONG. FINISH BAND, Q I--1 111 1_II I -III I I I ITI 111-1�' ~I I, SEE ARGH. DWG 5 LAYER CRUSHED GONG. SLAB (SLOPING), ray STONE SEE PLAN -- o p000 OoQo 0 o Ooo C� 4 0 0 0 OoOp poo poop j; CONNECT RAFTERS TO TOP OF WALL a O W/ 51MP50N T512 TWIST STRAPS c; _____ • • • 2x RAFTER, SEE PLAN. FASTEN TO LEDGER W/ 51MP50N FACE LVL HEADER, SEE PLAN - = MOUNT HANGER • • w P.T. 2x12 LEDGER, FASTEN • FLITCH BEAM W/1(2)111 I/2"x5 I/2" °" v TO GONG. W/ 2 ROWS OF �GOUG. SLAB (SLOPING), 3/4"0 ADHESIVE ANGHOR5 L5L'S AND (I)-1/2 x5 5TL. PLATE SEE PLAN ----- AT 16" o.c., STAGGERED AT -- 8" o.c.. EMBED 5" MIN. 8" GMU BOND BEAM, FULLY 6ROUTED, REIRF. W/ (2)-#5 GONT. ry" #5 SLAB DOWELS e ° #5 SLAB DOWEL AT a" o.c. AT Q" 1 1/2" 1/2" PREMOLDED J.T. FILLER #5 VERT. AT I8"o.c. #5 VERT. AT 12" o.c. tz GMU WALL, SEE SCHEDULE GONT. P.T. 2x PLATE SLAB ON GRADE, SEE PLAN #5 HORIZ. AT IS"o.c. FOR REINF. INFORMATION 8" GMU BOND BEAM, FULLY GROUTED, FLOOR FINISH, SEE ARGH DW6'5 The REINF. W/ (2)-#5 GONT. # Di Salvo FILTER FABRIC ____ • ® #5 DOWEL AT 12"o.c�m #5 DOWEL CENTERED IN WALL TO =_=__ lo° MATCH GMU WALL REINF. SPACING lo• .e Engineering I/2" PREMOLDED J.T. FILLER 1/2"PREMOLDED J.T. FILLER x x x x x x x I Group 2x4 GONT. KEY TOP AND BOT. �J� -=__ SLAB ON GRADE, SEE PLAN, TYP. " SLAB ON GRADE, SEE PLAN, TYP. Bg� � � � o � :.v.,,.. ..,..-... Structural Engineers ° oo o Ooo 0 0�ooc ��oo(� 0 93 Lake Avenue, Suite 201 FLOOR FIN15H, SEE ARGH DWC5 FLOOR FINISH, SEE ARGH DWGS IL=III=III-III-11 1=III=III=III=11 tI=III=III-III=11 11=1I1=111=III=11 (2)-#5 GONT. TOP o0 111=1TI=1I1=111- -I =1 =1 Dclnbu CT 06810 _ -III-IIt=III ry, AND BOT. 000 =__= IIII�IIIII�,III III„ IIIIIIiII I�III-III =III-1I1=1f � Z - 11='� - '�_"' [2031490-4140 ( www.tdeg.com GONT. FTC. DRAIN ooU Ooo� O WRAPPED IN FILTER ��og8� x x x x x x x x x x x x x x x x x x z 8" GMU WALL, SEE SCHEDULE FABRIC o o°Ooon�oo0o o FOR REINF. INFORMATION 00�000 DOWEL AT 24" o.c. 00 000 no� onoggry _ O O0 O CENTERED IN WALL �LL �OgO I=I-III I I I-1I I- I I=1 I=1I I=1 I=1 I - I I-III=1 I III=1 I a III-11=1 I-I 11=1' I�1= lollpo 1=iTi=1Ti=1 i 1=1 t 11 I I I 1 I I ,I 11=' -I I I;iI11=1 I T �000000 LI t =1 - -% -III1-=1T o -•� (3)-#5 GOT.iI III=11=I- _III-1 1I1-111=1II-II -" (3)-#5 GONT. I I-=1 I ITI I'- v v I-1 11=1 11-1 I (4)-#5 GONT. BOT. I'-O" I'-0" B/FTG. EL. NOTED = _ _ - - ==i I-1 I'-0" m m cY I-1_I-1 11=1 11=1 11=1 I I= B/FTC. EL., NOTED THUS [t...] ON PLAN 3'-°" -r II-III-III-111=111="' B/FTC. EL. NOTED 31-0" THUS [±...] ON PLAN THUS [t...] ON PLAN 2'-O" SECTION i SEGTION 2 SEGTION 3 3/411 = 1'-011 5-2I0 3/411 = 1'-011 5-210 3/411 = 11-O" 5 210 FIN15H GRADE ROOF 51-EATHINO, SEE PLAN ISSUED FOR PERMIT 5/07/2024 VARIES LIS O REVISION ISSUE DATE =III=IIIIIIIIIIillllll , _ WALL SHEATHING SEE PLAN PATTERSON (9" LAYER GRUSHED �1=1 STONE O 22 CRESCENT AVENUE FISHERS ISLAND,NEW YORK 06390 FILTER FABRIC 8�� • LVL HEADER, SEE PLAN 2x RAFTER, SEE PLAN f N P�� I) Ewyo WALL 5HEATHINC, SEE PLAN 2x6 STUD BRO. WALL #5 HORIZ. AT 18"o.c. GONNEGT RAFTERS TO TOP OF WALL `�� .LPG B' W4q. Hit51MP50N T512 TW15T 5TRAP5 ti GONT. P.T. 2x PLATE 1/2" PREMOLDED J.T. FILLER #5 VERT. AT 12" o.c. • #5 VERT. AT 18" o.c. ` � �3A31iTy 8II GMU BOND BEAM, SLAB ON GRADE, SEE PLAN 0 94509FULLYROD, REINF. W/ ( )� �N FLOOR FINISH, SEE ARGH DWG5 � - F�SS10 FINISHED GRADE GONT. P.T. 2x PLATE I/2" PREMOLDED J.T. FILLER Exp. 05/31/26 Ii t x x x x x x x 112" 8" GMU BOND BEAM, SLAB ON GRADE, SEE PLAN #7 DOWEL / °" GLR. FULLY GROUTED, REINF. 88� ;d' :; L AT 12" o.c. • W/ (2)-#5 GONT. 'S ( FLOOR FINISH, SEE A GH DWC , C 1 J FULL LENGTH Ix 11=I I I=I I I=I I I=1 I I IA I I=I I I=111=11 FINISHED f D GRADE x x x x x x 0 11111�1 )11=' II �i�ll�lll oo FIN15H GRADE t' KINLIN RUTHERFURD ARCHITECTS, PLLC 0°00I El I El I Ed I 1=1 IR p Q I-I I=1 I IEI = =11 I=111 I- 1—I 1 Ov6�C JC���O�� 59 EAST 54TH STREET,SUITE 9 TEL: 212 695-2988 75 J . 0 8 GMU WALL, SEE SCHEDULE o00 -111-1 I I-I 1;I I _ �1 I1-11 00 OO O NEW YORK,NEW YORK 10022 FAX:(775)582-1736 GONT. FTC. DRAIN o o I=1_1&I I- 1=jT FOR REINF. INFORMATION 000 • III-i'' IEIII=III=111=11 11=III=III=III=11 O III=1 11=1 11= I- -I i F 1 I 1=1 1=1 I WRAPPED IN FILTER �I �II I II I111 m N FABRIC O #5 DOWEL AT 24" o.c. °Oo�0�0 z CENTERED IN WALL � ,� 2x4 GONT. KEY o 0 J O�o�oO Io° (10)-5 BARS: �0 o�0°Oo (2)-#5 GONT.8 8„ GMU WALL, SEE SCHEDULE o (I)-TOP AND o�Q 0 TOP AND SOT. � O � O nc FOR REINF. INFORMATION (3)-#5 GONT. (3)-BOT. 0�0°0000°00 #5 AT a" O.G. ry cn m � #5 DOWEL AT 24" o.c. _ CENTERED IN WALL • e e ♦ • • _ M d I_I 111 j111 LI I I I I I i B/FTS. EL. NOTED v 1=1I TI I-11'- - Io° N THUS[+...] ON PLAN 2'-0" N 4 (3)-#5 GONT. SECTIONS w 1 ,IIIIIIT llllllllllll l�111111�r1 I-IT_I11_II1111�Illllllllllil_III I11 - _ = r =I L ��" 1,-011 3 1-0" 1 4 21-011 i- Cla 1-0" PROJECT: 23098 SEGTION SEGTION SECTION 6 3/411 = 1'-0" 5-210 3/411 = I'-o" A5-2103/4" = 8" a" U (2)-#5 GONT. TOP (2)-#5 GONT. TOP AND BOT. AND BOT. a. 5 DOWEL AT 12 o.c., H L #5 DOWEL AT 12" o.c., FIN15H GRADE, SEE ARCH. LL # 1=1NISH GRADE SEE ARGH. v GENTER IN PARAPET GENTER IN PARAPET w x I I I=1 11=1 11=1 =1 11=ll 11 1 1 F=1 -1 I I—III=1 i =f 1 I-1 11=1 I I III=1I_I" —11F1II-1 IIIIIICI -I IHII II 2x4 GONT KEY 2x4 GONT KEY =1 ,_ I I=I i Q -v Uv-tJ Uv_u U ' U"U W F z a v #5 HORIZ. AT 12"o.c. e e GONG. SLAB (SLOPING), /2" • GONG. 5'AB (5LOPIN6), II 5EE PLAN GL 1 IYP. 5EE PLAN • e " #5 SLAB DOWEL5 GONGRETE HEADER, #5 SLAB DOWELS #5 VERT. AT 12 o.c., CENTERED IN WALL AT 12" o.c. 2_b. 5EE PLAN e e N AT 12" o.G. �z-6• NF V NF e • 1/2" PREMOLDED J.T. FILLER 1/2" PREMOLDED J.T. FILLER 5LAB ON GRADE, 5EE PLAN SLAB OP4 6RADE, 5EE PLAN FLOOR FIN15H, 5EE ARGH DHC'5 FLOOR FIN15H, 5EE ARGH DHO-5 FINISH GRADE ,..�., FIN15H GRADE The - - —I - un �, X x x x X x x x x x x x Di Salvo -I i 11=1 I 1=1 I�11 _ _=11— =1 # �=1T 1�111 =111=ljFjjl=ljl 11 Engineering roup �C Jc4c� (�� 1=1 I c�C� c4C�l C��M(�� , O��O( J O O #5 HORIZ. O 00 L J 00 O w. Structural Engineers 11=1 11=1 I H I I-1 I I I-I 11=1 11=1 I=1 I 11=1 I f-1 11=1 11=1 I �I-1 1=1 11=1 I I-1 I =,11=1 1 i 1-11 _I 111=11 AT 12 o.c. III=111=1Ti-111= -III-T�111=1 1 93 Lake Avenue Suite 201 Z 1=1TI=1 11= =1 I L-1 I—I 1 z -1 11=1 1=' =1 n-111 11 11=1 i—I -1 a—I 1=1 11 Danbury, CT 06810 0 2x4 GONT KEY O" #5 DOWEL AT 12"o.c.. 2x4 GONT KEY #5 DOWEL AT 12"o.cJ1Z g, [203]490-4140 www.tdeg.com Z R TOP AND BOT. 10° TOP AND BOT. 10° cn m � (2)-#5 GONT. TOP AND BOT. 0 (2)-#5 GONT. TOP AND BOT. O O (3)-#5 GONT. -� (3)-#5 CONT. AC I �I 11=1 11 111=1 I LEI 11=1 11—I I I -1 11=_Tl I'-1 I�1 i-1 11=1 MIL-1 - -111=1 1=1_I 1=1 I 1 1 1� -� 1 I LI 1 I—III—III I I v I III-1I1-11 v I I1I-III-1I' B/FT5. EL. NOTED = " B/FTCG. EL. NOTED - '—"' THUS[t...] ON PLAN m a" 5" a" THU5 [t...] ON PLAN m a„ L. all 5" 2'-0" 2'-0" SEGTION SECTION 2 3/4" = 1'-0" 5-2 3/4" = 11-0" 5-21 ISSUED FOR PERMIT 5/07/2024 REVISION ISSUE DATE PATTERSON 22 CRESCENT AVENUE FISHERS ISLAND,NEW YORK 06390 .-,,OF NEWY V� B. WgeJ,�'p� ti 'tS21Sin 094509 SSIONP� Exp. 05/31/26 KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 d' M X N N IN SECTIONS W . or W x a PROJECT: 23098 x U a a a H U W E- x U x 5HEATHIN6 PANEL NAILING PATTERN "A" NAILING PATTERN "B" 51MP50N HOLDOWN w ANGHORA6E OF P.T. MARK 51LL fE TO TOP OF 5HEATHIN6 PANEL DRILLED IN END P05T FOUNDATION WALL / 2x BOT. IE AND FLOOR ANCHOR TO AND EPDXY THIGKNE-55 SIDES HAUNGH 5LA8 ED S TO 1/ERT. 5HEATHIN6 TO LVL MODEL FOUNDATION I ANGHORED ' / SOLID OF WALL 5TUD5 AND HORIZ. BLOGKIN6 / LVL. WALL BELOW EMBEDMENT WOOD P05T 51ZE 2x BLOGKIN6 DEPTH (MIN) (MIN. rq 0 2x BLOCKING, TYP. AT SHEATHING PANEL ALL PANEL EDGES EDGE NAILING, PER 5/&"(P 51MP50N THEN HD PATTERN "A" ON 5H-I 1/2" Y 56REH ANCHOR AT 8" o.c. IOd AT 6" o.c. N.A. H005-5052.5 5/&"4) ATR 12" (14)-5DS 1/4"x2 1/2" / SCHEDULE (4 1/2" MIN. EMBED) (2)-2x6 I II I I 5HEARHALL END I I I I I I I. HALL SHEATHING POST, SEE 5GHEDULE I I I I I PANEL, 5EE SCHEDULE I � ICI ICI I•I 51MP50N HOLDOHN5 AT I'�•I ALL SHEARHALL END 1 P.T. SILL R, SEE NOTE 4 'rl POSTS, SEE 5GHEDULE I'I.I ON SCHEDULE I'I.I I'. TOP OF FDN. HALL OR F The DRILLED IN AND ADHESIVE _ HAUNCH SLAB 'P Di Salvo ANCHORED ROD AT HOLDOHN5 AT FND. LEVEL, i i i i i i SEE SCHEDULE Engineering u u ANCHORAGE OF P.T. Group SILL fE TO TOP OF NOTE5: FOUNDATION W Structural EngineersALL FND. WALL OR HAUNCH -------�---v OR HAUNCH SLAB-7 SLAB, SEE SCHEDULE I. "ATR" INDICATES ALL THREADED ROD WITH NUT AND HASHER AT TCP. 93 Lake Avenue, Suite 201 1 2. SHEATHING PANELS SHALL BE PLYWOOD 5HEATHIN6 OF THE INDICATED THICKNESS, AND IN CONFORMANCE WITH THE "GENERAL NOTES AND MATERIAL 5PEGIFIGATION5" SHEET. Danbury, CT06810 3. RIM BOARD MUST BE CONTINUOUS ACROSS THE EXTENT OF THE 5HEARHALL. [2031490-4140 1 www.tdeg.com 4. NAILS INDICATED ARE TO BE COMMON NAILS, EXCEPT FOR THE NAILING OF PLYWOOD SHEATHING TO P.T. SILL PLATE SHALL BE GALVANIZED. ALL NAILS SHALL BE IN CONFORMANCE WITH THE "GENERAL NOTES AND MATERIAL 5PEGIFIGATION5" SHEET. 5. HOLDOHN5 INDICATED ARE TO BE LOCATED AT BOTH 5HEARHALL END POSTS AND SHALL ANCHOR THE BOTTOM OF THE 5HEARWALL END POST IN ONE OF THE FOLLOWING WAYS: A. AT FIRST FLOOR 5HEARHALL5, ANCHOR TO THE FOUNDATION HALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS 5HAH BE DRILLED IN AND EPDXY ANCHORED WITH THE INDICATED EMBEDMENT DEPTH. 6. SEE "TYPICAL 5HEARHALL DETAILS" THIS SHEET. TYP I GAL 5HEARNALL DETAIL i 5HEARHALL 5GHEDULE AND NOTE5 2 NO SCALE 310 NO SCALE 310 ISSUED FOR PERMIT 5/07/2024 C� GOL.\PIER REVISION ISSUE DATE BASE fE, SEE COLUMN FORUS ZE55EE PLANNFOR EDULE PATTERSON 56HEDULE FOR SIZE �LOGATION AD ORIENTATION 22 CRESCENT AVENUE FISHERS ISLAND,NEW YORK 06390 1/4" LEVELING $- ANCHOR RODS, SEE SANE DIM. AS BASE fF BASE fE DETAILS Of Nf I I/4" NON-SHRINK SLAB DATUM GROUT ELEVATION N TOP OF FOOTING 1 OR PIER FD 094509 i SSI ,, �FEON CJI lLD Exp. 05/31/26 FOOTING OR PER SECTION KINLIN RUTHERFURD ARCHITECTS, PLLC 5/I6 Cl' COL.\PIER 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 10 OUTSIDE FACE 5" 5" OF FDN HALL I I/2" TYP. c� (4)-5/8"(P F1554 GRADE 36 ANCHOR ROD5 W/ cl" EMBEDMENT + 3" HOOK+ 5" THREADED PROJECTION AND 2" SQUARE x 1/4" A36 HA5HER5 M Q GOLUMN, 5EE PLAN N � N 5/8" BASE R w/ LEVELING R TYPICAL FRAMING N AND NON-SHRINK GROUT w TYP I GAL H55 COLUMN D ETA I LS x BASE P DETAIL a ¢ C mol U TYP I GAL 5TEEL GOLUMN f3A5E DETA I L5 3 PROJECT: 23098 NO SCALE (310 U W .a a F- U W x KEYNOTES G D E (2)-#5 HORIZ. REINF. GROUTED SOLID IN BOND BEAM REINFORGEMENT SGHEDULE B A F O GOUR5E TYP. ABOVE AND BELOW ALL OPENING5. FOR HORIZONTAL REINFORGIN6 IN MASONRY LINTELS SEE y, L HALL ELEVATION "TYPICAL MASONRY LINTEL IN NON-LOAD BEARING VERTIGAL REINFORGEMENT F" STOP GROUT POUR 1/2" FROM HALL DETAIL". AT JAMBS, PROVIDE HOLES IN BOTTOM DE5GPIPTION TYPE TOP OF CELL (TYP. EAGH OF "U" BLOCK BOND BEAM A5 REQUIRED TO ALLOW z LIFT) PLACEMENT OF FULL HEIGHT VERTICAL REINF. (SEE KEY- OD #5 AT 16" o.c. z NOTE F). 8" GMU (FULL A HE16HT INTERIOR O OPEN VERT. FULL HE16HT REINF. IN SOLID GROUT, TYP. AT BEARING WALL) O N B HALL ENDS, CORNERS, AND EACH 51DE OF GJ'5, F (I) 5 O _ �_ SEE REINFORCEMENT 5GHEDULE. �r -1 GMU WALL. FOR 51ZE, SEE PLANS AND REINFORCEMENT OPEN `r O 5GHEDULE. BOT. OF GMU AT TYP. VERTICAL REINF., SEE REINFORCEMENT 5GHEDULE i'-4" MAX. — ELEVATION QA . FOR TYP. " FOUNDATION INFO. SEE O N.O.N. BY SECTION). FILL GELL5 GONTAINING REINF. SOLID BAR DIAM. 6 -' APPROPRIATE FDN. W/ GROUT . }{ 2'-0" MI TYP. DETAIL (2)-#5 HORIZ. REINF. AT TOP OF WALL GROUTED 50LID IN O BOND BEAM COURSE. PLACE REINF. ONE COURSE LONER SLAB ON GRADE EL., HHERE WALL ABUTS FLOOR ABOVE. PROVIDE KNOCKOUT SEE PLAN HEB TYPE BOND BEAM. OVERT. FULL HEIGHT REINF. IN 50LID GROUT, TYP. AT BOTH SIDES OF ALL WALL OPENIN65, 5EE REINFORCEMENT tea, 5GHEDULE. AL50 SEE KEYNOTE "A" REGARDING HOLES IN w 1"le "U" BLOCK BOND BEAM. Di Salvo O HORIZ. JOINT REINFORGING, SEE GENERAL NOTES. NOTES: Engineering 1 Group • SEE HALL ELEVATIONS D GONG. FOUNDATION PROVIDE REINFORGING DOHEL5 BETWEEN FDN. AND A FOR PLACEMENT OF REINFORCEMENT AND ADDITIONAL REQUIREMENTS. :.._..:.� s_.._w' Structural Engineers WALL AND FOOTING 5EGTION - LOW LIFT WALL &ROUTING DETAIL O MASONRY HALL EQUAL TO 51ZE AND 5PAGIN6 OF ALL WALLS SHALL HAVE HORIZ. JOINT REINFORCEMENT AS PER GENERAL NOTES. AT SHEAR WALLS 93 Lake Avenue, Suite 201 MASONRY VERT. HALL REINFORGIN6 (MAX. 5PAGIN6 = PROVIDE ADDITIONAL HORIZ. JT. REINFORGEMENT AS PER "TYP. REINF. ARRANGEMENT5 AT GMU Danbury, CT 06810 • FOR ADDITIONAL GROUTING REQUIREMENTS, 4'-O"o.0. REINFORGIN6 DOHEL5 SHALL EXTEND INTO SHEAR WALL ENDS, CORNERS, AND INTER5EGTION5." WALL ELEVATION O SEE NOTE 4 AND GENERAL NOTES. MA50NRY WALLS AND SHALL BE LAPPED 48 BAR DIAM. [2031490-4.140 1 www.tdeg.COm OPROVIDE REINFORCING DOWELS BETWEEN FTC. AND FDN. WALL EQUAL TO 51ZE AND 5PAGIN6 OF MASONRY VERT. HALL REINFORCING (MAX. 5PAGIN6 = 4'-O"o.c). REINFORGIN6 DONEL5 SHALL EXTEND INTO MASONRY HALLS AND SHALL BE LAPPED 48 BAR DIAM. TYP I GAL GONGRETE MASONRY WALL REINFORGEMENT DETAIL NO SCALE -4I0 OF MASONRY CONTROL JOINT ISSUED FOR PERMIT 5/07/2024 VERT. REINF., SEE REINF. 5GHEDULE ON SEE NOTE 3 ON "TYP. GONG. MASONRY 'TYPIGAL CONCRETE MASONRY HALL REVISION ISSUE DATE WALL REINFORCEMENT DETAIL" REINFORCEMENT DETAIL FILL SOLID W/ GROUT 1 5/5" #3 TIES �� BACKER ROD AND JOINT PA1 1 5GORE WHERE EXP05ED AT 6"o.c. TT SEALER AT GONTROL JOINT GMU WALL BLOCK IS PAINTED ERSON (2)-#6 FOR &"x8" LINTEL (2)-#5 TOP 22 CRESCENT AVENUE SEE NOTE 3 FISHERS ISLAND,NEWW YORK 06390 FILL SOLID 7 5/8" W/ GROUTC,Of NEW ORIZONTAL JOINT REINF. SHALL BE I _ _I H TERMINATED 2 �P� g W rO,p FROM CONTROL JOINTS, TYP. I I � LPN 4 fy PLAN DETAIL AT WALL ENDS AND CONTROL JOINTS I I 4 7L 094509 r w — SSI4NP� AT CORNERS AND INTER5EGTION5, PROVIDE Exp. 05/31/26 W7 PREFABRICATED CORNER AND TEE H13 (a (2)-#I BOTTOM O6A(5E) HORIZ. JOINT LADUR REINF. AT 8"o.c., TYP. EXCEPT AT CONTROL JOINTS O (SEE ARCH. 0H6'5. FOR LOCATIONS) HHERE VERT. REINF., SEE REINF. HORIZ. JT. LADDER REINF. SHALL NOT SCHEDULE ON "TYPICAL GRO55 CONTROL JOINTS GONGRETE MASONRY WALL 8"x8" LINTEL (L-I) 8"xl6" LINTEL (L-2) O REINFORGEMENT DETAIL N VERT. REINF., SEE REINF. SGHEDULE ON z ,- KINLIN RUTHERFURD ARCHITECTS, PLLC REINFORCEMENT YPIGAL GONGRETE MASONRY WALL GMU HALL FOR M.O. TO S-S PROVIDES BEARING FOR M.O. TO 14 8 PROVIDE 12 BEARING DETAIL" O (MIN.) EACH END, SEE LINTEL NOTES (MIN.) EAGH END SEE LINTEL NOTES 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 __71 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 [�]E:Ell O OO 21 /11 N.T.S. N T 511 NOTE: �V I. AT EACH SIDE OF WALL OPENINGS, PROVIDE VERT. REINF. FULL HEIGHT A5 PER "TYPICAL CONCRETE MASONRY WALL GMU HALL REINFORGEMENT DETAIL". 2. SEE MA50NRY GENERAL NOTES FOR INFO. REGARDING MASONRY LINTELS NOT SHOWN ON STRUCTURAL PLANS AND INFO. PLAN DETAIL AT GORNER5 AND INTER5EGTION5 REGARDING TEMPORARY SUPPORT. • TYPICAL HORIZONTAL JOINT REINFORGING (NOT 5HOHN FOR 3. EXTEND REINFORGIN6 BARS PAST OPENIN65 AS PER "TYPIGAL CONCRETE MA50NRY HALL REINFORCEMENT DETAIL". M CLARITY). N N N TYPICAL MASONRY CIO D ETA I LS x In TYP I GAL MASONRY WALL PLAN DETAILS 2 TYP I GAL MASONRY LINTEL DETAILS PROJECT: 23098 3 NO SCALE -4i0 NO 5GALE -410