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HomeMy WebLinkAbout41336-Z o�Os�GFO(�cOG. Town of Southold 3/24/2018 y P.O.Box 1179 .� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39565 Date: 3/26/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1455 Narrow River Rd., Orient SCTM#: 473889 Sec/Block/Lot: 27.-3-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/1/2017 pursuant to which Building Permit No. 41336 dated 2/1/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with screened porch, decks, terrace with trellis and outdoor shower as applied for. The certificate is issued to Cohen,Leslie&Clifford of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0074 10/4/2017 ELECTRICAL CERTIFICATE NO. 41336 3/22/2017 PLUMBERS CERTIFICATION DATED 4/13/2017 D ek Raguso th e Signature �SUFFn� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41336 Date: 2/1/2017 Permission is hereby granted to: Cohen,.Leslie 207 Congress St Brooklyn, NY 11201 To: Construction of a new single family dwelling ONLY as applied for per SCHD, DEC, and Trustees as applied for. Replaces BP# 39394 At premises located at: 1455 Narrow River Rd., Orient SCTM # 473889 Sec/Block/Lot#27.-3-5 Pursuant to application dated 2/1/2017 and approved by the Building Inspector. To expire on 8/3/2018. Fees: PERMIT RENEWAL $1,027.60 Total: $1,027.60 1 B ng I e r o,As�F' �oTOWN OF SOUTHOLD �� Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE Py • 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#: 39394 Date: 12/1/2014 Permission is hereby granted to: Cohen, Leslie & Cohen, Clifford 207 Congress St Brooklyn, NY 11201 To: Construction of a new single family dwelling ONLY as applied for per SCHD, DEC, and Trustees as applied for. At premises located at: 1455 Narrow River Rd, Orient SCTM # 473889 Sec/Block/Lot# 27.-3-5 Pursuant to application dated 10/27/2014 and approved by the Building Inspector. To expire on 6/1/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,055.20 CO -NEW DWELLING $50.00 Total: $2,105.20 Building Inspec '�®F SOUTH®! Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q .P®l� �o roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 couff 1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cohen Address: 1455 Narrow River Road City: Orient St: New York Zip: 11957 Building Permit#: 41336 Section: 27 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric License No: 5220-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey 3rd Floor X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 42 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 3 Main Panel 200A A/C Condenser Single Recpt 5 Recessed Fixtures 15 CO Detectors Sub Panel 1-90A A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 200A Switches 38 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Combination Smoke/CO Detectors, 7-ARC Fault Circuit Breakers, 1-90A Pool Panel, 38 KW Standby Generator with Automatic Transfer Switch. Notes: Inspector Signature: Date: March 22, 2017 IT 0-Cert Electrical Compliance Form.xls - y Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959Q BUILDING DEPARTMENT DD , TORN OF SOUTHOLD MAR 1 6 2017 BUILDING DEPT. TOWN OF SOUTTHOED CERTIFICATION Date: 3 � Building Permit No. `TL Owner: (Please print) Plumber: Ae4- U,5 ID (Please prat) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. umbers Signa Sworn to before me this day of P 20 Notary Public,5y�sC`I County TPF-MMA H. NAl1MANN �If�t Ply Kjbk; ,Stan of New York Ng,01 tNAR061497 pq�Ft tgatq Pited in SUrfolkc County goin,niission Expires Juty 16,20 OF SOUry�lo - • �Q TOWN OF SOUTHOLD BUILDING DEPT. f 765-1802 NSPECTION , IST [ ] ROUGH PLUMBING 0'��FOUNDATION ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i bs &VA J e/ DATE INSPECTOR oF so�Tyol I °�v Lo TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 ISPECTION [ F UNDATION IST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� �/� INSPECTOR r r r oF sooryolo TOWN OF SOUTHOLD BUILDING 'DEPT. 765-1802 INSPECT ON [ ] FOUNDATION-i ST [ ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA [ ] CAULKING RE RKS: a r T DATE 993 ��' o INSPECTOR F OF 50Ulyo �o �o ��OOUNTI,a� TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION- ,- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [Vj/FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ,REMARKS: 1 6001 k vl've'J ' 0 s" 7-1 u % 44V"4 f-114 i �SA f &...- loov av✓ lS r DATE INSPECTOR SO(¢ho TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING / STRAPPING [ FINAL Re— Fll✓kt,-� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R MARKS: rSGb 'ch V t r J IfKWLL ov,-- 4X e4VAO/C� lrvW�✓�i ��v opowl . biv 14 WN 1 ?4� *vo Dn@�i �►� A��u, � iv N444r. DATE ANSPECTOR SO�lyolo o • �o 1 1pc0 0 UNTI, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ], ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) b4, ELECTRICAL (FINAL) REMARKS: DATE �� / INSPECTOR SOUI'yo TOWN OF SOUTHOLD BUILDING DEPT.• 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING / STRAPPING [ FINAL IQ4% [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Frnmi51'ewateA /0 's, c,m 4v4v n, MAD" DATE , INSPECTOR _ �nFff� Ryra9V Porter Sheridan Architects 45 West 21 Street 4f New York, NY 10010 www ryallporter com T 212 254 1175 F 212 254 1755 ARCHITECTURE PLAOdR494VG INTEMORS March 8th, 2017 LEE®i PHBU9S To Southold Building Department, D [FC[E0V[2 DD Re: Cohen House — Strapping Certification 1455 Narrow River Road JUN 2 2 2017 Orient, NY 11957 BUILDING DEPT. TOWN OF SOUMOLD The strapping installation as carried out by Manuele Contracting at 1455 Narrow River Road, Orient, New York conforms to the specifications provided by Silman Engineers — as per the construction set dated 12.05.14. Sincerely, ✓Oa OIVJO -to !(`a William Ryall, AIA f 1 0 • 1 . • 1 1. ,� _ MI ww ROUGH FRAAMQPLUMBING _J J INSULATION STATE ENERGY CODE P7,Up I Mlrr • i 1 1 all pm R14 MA MINE FAR 1141 fine 1-- AM -� •- / - :: o IMP .nwp TOWN OF SOUTHOLD BUILDING PERMIT APPLICATI(_ BUILDING DEPARTMENT Do you have or need the followirib. TOWN HALL Board of Health yes SOUTHOLD, NY 11971 4 sets of Building Plans yes TEL: (631) 765-1802 Planning Board approval n/G{. FAX: (631) 765-9502 q ( Survey yes www. northfork.net/Southold/ PERMIT NO. Y. ` Check yes Septic Form yes N.Y.S.D.E.C.yes Trustees yes Examined / ,20ICT 2 , 201 Contact: Bruce A. Anderson Approved / ,20 Mail to: Suffolk Env.Cons.Inc. Disapproved a/c BLDG DEPT P.O. Box 2003, Bridgehampton, NY 119 TOWN OF S Phone: 631-537-5160 Expiration / ,20" r i r Burl ng In ector APPLICATION FOR BUILDING PERMIT Date — z "' , 20 /1- INSTRUCTIONS 1-INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections., D 0 1./ ,— (Signature of applicant or name,if a corporation) P.0.1&W Zoo 3,"3y149VU".(*0%,%aN y 11Q32 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor,electrician,plumber or builder Agent Name of owner of premises Clifford and Leslie Cohen (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1455 Narrow River Road Orient House Number Street Hamlet County Tax Map No. 1000 Section Block 3 Lot 5 Subdivision N/A Filed Map No. Lot (Name) use and occupancy of premises and intended use and occupancy of proposed construction: Asting use and occupancy vacant Mended use and occupancy residential -of work (check which applicable):New Building Addition Alteration Removal Demolition Other Work - (Description) .mated Cost Fee (To be paid on filing this application) -dwelling,number of dwelling units j�f�) Number of dwelling units on each floor if garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. -i. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 77' Rear 32' Depth 75 Height 22' Number of Stories 2 9. Size of lot: Front 651' Rear 1180.83 Depth 667.57 10. Date of Purchase t l '} Name of Former Owner u/w� 11. Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Clifford and Leslie Cohen Address 207 Congress Street,NY,NY 11201 Phone No. 917-743-7721 Name Of Architect Ryall,Porter,Shendan Address 135 Fifth Ave.,NY,NY loloPhone NO 212-254-1795 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on-property is at-10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF sv 4-104 '�6v.%j.; 9. AoAxv%%%-_ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, - (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 27f*" da/f 1U!SP-- 20 Notary Public Signature of Applicant Matthew D. Ivans Notary Public of New York No OlIV6053859 Qualified in Suffolk County Commission Expres January 22, 20/Sr ®� So/J, Town Hall Annex John M. Bredemeyer III, President �* yo Michael J.Domino,Vice-President '`� �® 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee 4 Q Telephone(631) 765-1892 Charles J. Sanders,Trustee Ol�•C,OW N N Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 15, 2014 Ms. Lillian Ball 2045 Lake Drive Southold, NY 11971 RE: LESLIE COHEN 1455 NARROW RIVER ROAD, ORIENT SCTM# 27-3-5 Dear Ms. Ball: The Southold Town Board of Trustees reviewed the survey last dated August 22, 2014, and determined the proposed house, gravel driveway, swimming pool, garage and pool house are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code, provided that no construction takes place east of the proposed driveway. Therefore, in accordance with the current etlands Code Cha r 275) and the Coastal Erosion Hazard Area (Chapter 11 no permit is require ease be advised, however, that no construction, sedimentation, Stu aR any k d may take place seaward of the tidal and/or freshwater wetlands jurisdic ' ary or seaward of the coastal erosion hazard area as i dicated`above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ow Facility DEC ID 1-4738-04363 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: -Facility:` CLIFFORD COHEN COHEN PROPERTY C/O RYALL PORTER"SHERIDAN 1455 NARROW RIVER RDISCTM# 1000-27-03- 05 45 W 21 ST ST 4TH FL ORIENT,NY 11957 NEW YORK,NY 10010 (212) 254-1x795 l`l LESLIE.COHEN C/O RYALL PORTER SHERIDAN 45 Wfi2`1ST ST 4TH FL NEWYORK,NY 10010 ! . (212)`254-1795 Facility Application Contact: , .` • .__.�_e. ,___ ..�,w..._w.w.w , .._..�.�....___,.. ._._...,�... . ... .. ...._..�.�....�._.. BRUCE ANDERSON'-'-----'-- SUFFOLK-ENVIRONMENTAL NDERS.ON' _ SUFFOLK-ENV_ IRONMENTAL CONSULTING PO,.,BOX 2003 BRIDGEHAMPTON,NY 11932-2003 r (63)0 537-5160 a'f Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Orient Facility Principal Reference Point: NYTM-E: 727.312 NYTM-N: 4557.22 '`,�..- Project Location: 1455 Narrow River Road Authorized Activity:Construction of a new gravel driveway associated withfia­singfe-family dwelling. The portion of•the property that is greater than 300 feet from the regulated tidal wetlands,boundary, as depicted in the s%iey by Peconic Surveyors, last revised July 10, 2014, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in conformance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661),no permit is required under the Tidal Wetlands Act for activities on this portion. All authorized activities must be in:strict conformance with the attached'-plans stamped "NYSDEC Approved" on September 11, 2014. SAP#'1=09-013" Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ` Facility DEC ID 1-4738-04363 Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04363/00001 New Permit Effective Date: 9/11/2014 Expiration Date: 9/10/2019 NYSDEC Approval . By acceptance of this permit, the permittee agrees that the permit is contingentup,on strict compliance wiWthe ECL, all applicable regulations, and all conditions included as-.part of this permit. Permit Administrator:LAURA J SCOVAZZO, Deputy Regional Permit Administrator tl`, Address.,,." d{ NYSDEC REGION 1 HEADQUARTERS 1° SUNY @ STONY BROOK150 CIRCL RD STONY BRO 0' NY 11790 09 Authorized Signature: J Date01 Distribution List4 BRUCkANDERSON Habitat- TW LAURA F STAR #Y Permit Components NATURAIJ`RESOT7RCE~PERMIT CONDITIONS- GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION'OF,OTHER PERMITTEE OBLIGATIONS ` NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS" 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures identified under the section Description of Authorized Activity. NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. Page 2 of 7 Am Whoo NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now w Facility DEC ID 1-4738-04363 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Peconic Surveyors, last revised July 10, 2014 and stamped NYSDEC approved on September 11, 2014. 3. 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=aff&c6nditi6ns-6f this- ermit. Within 30 days of completion of project, the bottom portion"of:thd-form must also be signed and returned,.along with photographs of the completed work. 4. 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. �Y 5. Failure,to Meet Permit Conditions Failure of the permittee to meet all the conditions ofthis permit is a violation of this permit and grounds for an order to immediately cease the permitted activity Jf at the project site. 6. Accessory Structures Must Be At Least 75 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new accessory structures located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 75 feet from the wetland boundary, are not authorized. 7. Development Restrictions New accessory structure construction projects authorized by this permit must meet all, the;applicable-development restrictions of 6 NYCRR Part 661.6(a)(1), (4) and-(7):a "f# -The`75 foot minimum wetland setback requiremeiit,,for all principal structures-and all non-water- =°4; dependent structures exceeding 100 square feet in area. - V, -The`20%maximum adjacent area coverage limitation for impervious structures and surfaces. -The 75 foot minimum wetland setback requirement for all hard surface driveways, roads,parking;areas and similariimpervioiis=sir-faces-exceeding�:500=square-feet iriaarea:===rvl�=,L`�7—,-,�ZZu �,.w____..,,r__.._... ._ • __...~� .� _ __. ......._�-. �:...._e_._._ ._L__,...,. _�_..�._.._._..u.:�.__..__._ .�.. ._.__.._art;fy; 8. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 9. Straw Bales or', ther at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at_the landward edge of the buffer area or 75 linear feet,.from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement.of-any regulated activities and remain in place and in good, functional condition until the project.is:.corcipleted and all disturbed areas are stabilized with vegetation. =" 10. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. Page 3 of 7 v Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04363 11. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 12. Clean Fill Only All fill shall consist of clean sand, gravel, or soil not asphalt, slag, flyash,broken concrete or demolition debris). 13. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 14. No Construction Debris in Wetland or Adjacent=Ar-eaw,Any debris or excess material from construction of this project shat..be�cotnpletely removed from the adjacent area(upland) and removed to . an approved upland area for disposal. No debris is permitted in wetlands aid/or protected buffer areas. 15. Storage of Equipment,Materials The storage of construction equipment and'materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from,the tidal wetland boundary. 16. 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. 17. 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, 11, lubricants,,epoxy coatings,paints,Kconcrete,_leachate or any ther environmentally_deleteriouswmaterials associated with the project. 18. Stat 'May kequire Site Restoratai nAz.,Jf.upon the expiration or revocation of'this,permit, the r project hereby authorized has not been completed;the applicant shall, without.expense to the State, an to such extent and in such time and manner as the Department-of Environmental Conservation may 7, lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 19. StateTMMay.,,Order Removal wor.,Alteraton of Work,lf,future operations.by,the.State of Newyork require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department,ofEnvironmoiitd-Conservation' t'sl all cause unreasonable obstruct ori'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 manner 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-andflood-capacity'of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04363 20. 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 from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS-=Apply=to ALL-Authorized Permits: 1. Facility Inspection'by The Department The permitted site or facility, includi4g relevant records, is subject to inspectioriYat reasonable hours and intervals by an authorized representative` f.the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit add-the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA44'01(3). 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 maps, 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 Fof F13 the pezmit 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 providedrfor by the Department, issuance`of this permit does not modify, supersede or.resciritl any order or determination previously issued by the Departmen_ t or any of the terms, conditions or requirements r contained in such order or determination. ` 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a;z' 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. Any renewal, modification or transfer granted by the Department must,be in writing. Submission of applications forpermit renewal, modification or transfer are to be submitted to: Regional Permit Administrator •NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD 1 STONY BROOK,NY 11790 -3409 :,r 4. Submission of Renew al:Application The permittee must submit a renewal"application at least 30 days before permit expiration i&--the following permit authorizations:-Tidal Wetlands. Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-04363 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 terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material informa`ti'on or`a material cfiangezin environmental conditions, relevant technology or applicable=law or regulations since the issuance of he-existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions-"off the Environmental Conservation Law or regulations of the Department related to the permitted activity. #a, 6..Permit,Transfer Permits are transferrable unless specifically prohibited by statute, regulation or f y,. another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownershir a:d .a NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A:y Permittee Accepts Legal Responsibility and Agrees to Indemnification. The permittee, except-`g _tafe=of--,federal agencies, expressly agrees to indemnify and hold harmless=the Department-of Environmental Conservation of the State of New York, its representatives=employees,f and agents ("DEC") for all claims, suits, actioris,4nd damages, to the extent attributable to the pennitteeIs acts or omissions in connection with the perm ttee's:�undertaking of activities in connection with; or operation and maintenance of, the facility or facilities authorized by the permit 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--L•aws::and-Rules_.or-,any citizen-suit or^ci-vil-rights-provision under federal or state laws. Item S: 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 the permitted activities, and such persons shall b(;,b ect to the same sanctions for violations ofthe Environmental Conservation Law as those-prescribed for the permittee. Page 6 of 7 AM Ahme NEW PORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ROW f Facility DEC ID 1-4738-04363 Item C: Permittee Responsible 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 5T. rsonaf property+held or vested,in a person not a party to the permit. rv: 4" IJ r r as,y 4 a'y • 1+, i•as f+ 4r 54 c: F. f t� 1 Page 7 of 7 Scott A. Russell - o SUPERVISOR - IM[A,NA,G IEM[)EN F 53095'R ad-SO_ LD�NAN a 1 n 'liy Town o SOZltholcl NOY 95 2014 I TER-23-6-1—STO ATER MANAGEMENT WORK SHEET BLub utri � � II Tov!rl o�souTHOLo O—B� COMPLETED BY THE APPLICANT ) -------- ---- --- ------ ----- - -- ---- - - - - -- DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) FA F1 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El Ef B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑®, E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. - 0 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes ; in-kind replacement_of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date: P Y DLitnu NAME: �L, .0 vL� — —3— � � � ?� Section Block Lot 17OR BlUI -DHNG DEPARTI.-II',N'F USE t)_NLY Contact Information. Reviewed By — — — — — — — — — — — — — — — — — — � ( Date: Property Address / Location of Construction Work_ — — — — — — — — — — — — — — — — — /� Approved for proces�,ing Building Permit Stormwater Management Control Plan Not Required. v l Stormwater Management Control Plan w Required (Forward to Engineering Department for Review) FORM " SMCP -TOS MAY 2014 APPLICANT: S.C.T.M. #: 1000 CHAPTER 236 (property Owner,Design Professional Agent, ontractor,Other) — — aOSV �f ; 4 Stormwater Management Control Plan CHECK LIST NAME: ATV4P1P1A__ section Block Lot w a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: *'i The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following ChecklisN Ak 1. A Site Plan drawn to scale Not Less that 60' to the inch MUS If You answered No or NA to any Item, Please Provide Justification Herel YES NO NA If you need additional room for explanations, Please Provide additional Paper. show all of the following items: Y P P a. Location & Description of Property Boundaries �0 ; b, Total Site Acreage. 0 c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). CnQNS ARE 91SWRO d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0Cnalart 5_ S60-befolfe e. Limits of Clearing & Area of Proposed Land Disturbance. de Eagi4serfs Certification f. Existing & Proposed Contours of the Site (MinimurnZIntervals) *A�he dFaiRage has been installed to Code _ g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). 0 Qu k. Location of proposed Construction Entrance/Staging Area W. I. Location of proposed concrete washout area(s). 0� M. Location of all proposed erosion&sediment control measures. 0� 2, Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and infiltrate include ut not be limited to: on-site the run-off from all impervious surfaces generated by a two(21 inch 00 A+well maintained Construction Entrance, rainfall/storm event. Wire Backed Silt Fencing,stabilization& 3. Details Sectional Drawings for Stormwater practices are required for approva Seeding of eXp6sed aindf of inactive souL Items requiring details shall include but not be limited to: U y a. Erosion & Sedu-rlent Controls. b, Construction Entrance & Site Access. �0 c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d, Leach ing Structures (e.g. infiltration basins,swales,etc.) _. LUG UtPi I OR FNGICE11.l DEPART •E " USE ONLY I TOWN OF SOUTHOLD 1 ® Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete, Approved By: j/ - - - - -: - - - - - - - - - - - - - - - — — — — Stormwater Management Control Plan is Complete. Date. B ��� i SMCP; has been approved by the Engineering Department. 6 FORM I SWCP Check List -TOS MAY 2014 Nov 3015 05:33a Anything Electric Inc 631-589-1334 p.1 iv rv• v-r.vv . VvviVV7 It If t r riv Town Nd Arias i'cicphcme(G31?7G�r11111� 54.275 Main Rwd I'.U.Dox 1179 r er.richert r{p(G3lsoutt�o Suulhold,NY 11971-99;9f) BUILDING DEPARTW.Wr TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: %�f -r f � Date: 3 u /J Company Name: �i'/ Fes/ e i/ �_ ✓r` Name: " Ucense No.: Address: JOBS ITE INFORMATION: (`Indicates required information) *Name: Co ! e�✓ 'Address: 1 �5 i �✓G: f'`,�'y G-�. /2 i'��G� �1 *Cross street: *Phone No.: /'r / ' v. /c1'��', G 2 Perm it No.: Tax Map District: 1000 Section: - *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ;,r-� All (Please Circle All That Apply) *Is Job ready for inspection: Y S NO Rough In Final "Qv you need a Temp Certificate: � Y�g N Temp Informatlori(if needed) `service Size: 1 P Sha 3Phase 100 . '150 a0 "350 400 ()titer ��ew�Servlce-_ Re-tonne �nde�rgroun Number of Meters-Change of Service Overhead Additlonat information: PAYMENT DUE WITH APPLICATION Gn'' f ,��' �� _ G Gr�.F /• �,�� 0te1`lam 2e. 0 82-Aequestfor lnspe0on Form r.4 hi� t rsUr�� /F di.r�. 1^ G•r f' �f �.�-� - r •�✓ r4 Ef e r� Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President HAND DELIVERED October 27, 2014 Damon Rallis Southold Town Building Department P.O. Box 1179 Southold, NY, 11971 Re: COHEN Property Situate: 1455 Narrow River Road, Orient, NY SCTM#: 1000—27—3—5 a, Dear Mr. Rallis, This Firm represents Mr. and Mrs. Clifford Cohen,owners of the above referenced property. Application for building permit is hereby made. Contents are as follows: • Application for Building Permit from the Town of Southold. • Erosion,Sedimenttation &Stormwater Run-off Assessment Form; • Four [4] copies of the proposed building plans prepared by Ryall, Porter,Sheridan, Architects, dated September 24, 2014 • Four [4] copies of the survey of the subject property, drawn by Peconic Surveyors, P.C., last dated August 22, 2014. • A copy of the Southold Town Trustees Letter of Non-Jurisdiction dated September 15, 2014; • Copy of NYSDEC Tidal Wetlands Permit#1-4738-04363/00001 dated September 11, 2014; • SCDHS Permit# R10-14-0074 dated October 24, 2014 along with septic form; and • A check to cover the requisite application fees. Thank you in advance for your attention and consideration in this matter. If you have any questions or concerns regarding this matter, please do not hesitate to contact this office. Sincerely, IL— Bruce A.Anderson Cc. L. Cohen Ryall, Porter abnd Sheridan .� Pq� Silman 3 ��L( C EE March 30,2015 APR — a 2016 Mr.William Ryall EL0 DEFT f0 � 0�SOUlHOLD Ryall Porter Sheridan 45 West 21"Street New York,NY 10010 Structural Engineers RE: Cohen Residence,Orient,NY—Partially Enclosed Design 111 Devonshire Street Silman Project No 15737 Boston,MA 02109 6176956700 m Dear Bill: silman.co We are writing to provide official notification that the structure was designed to meet Section R301.2 of the Residential Building Code of the State of New York—a partially enclosed structure. As per The New York State Residential Building Code,section R301.2.1.2,`Windows in buildings located in wind-borne debris regions shall have glazed openings protected from wind-borne debris or the building shall be designed as partially enclosed building in accordance with the Building Code of New York State. Glazed opening protection from wind-borne debris shall meet the requirements of the Large Missile Test of ASTM E 1996 and of ASTM E 1886.' This residence is located in a wind-borne debris region and the basic wind speed is 120 mph. As per the accepted interpretation of the applicable code we understand that our design of the house as a partially enclosed structure supersedes the requirement to meet the Large Missile Test requirements and the house,as built,generally meets the requirements of the Code. If you have any additional questions or would like to discuss further,please do not hesitate to contact our office. Sincerely, f N,/r70ppen eimer E,,ecutive V e President NEW YORK WASHINGTON DC BOSTON Southold Town Building Department �4�guFFOt,��QG P.O.Box 1179 Permit#: 39394 53095 Main Rd oSouthold,New York 11971 Permit Date: 12/1/2014 (631)765-1802 Expiration Date: 6/1/2016 Parcel ID: 27.-3-5 BUILDING PERMIT RENEWAL LETTER Dated: 1/25/2017 Applicant: Cohen, Leslie& Cohen, Clifford Location: 1455 Narrow River Rd, Orient Work Description: RESIDENTIAL NEW CONSTRUCTION Construction of a new single family dwelling ONLY as applied for per SCHD,DEC, and Trustees as applied for. A FEE OF $1027.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Cohen, Leslie& Cohen, Clifford Address: 207 Congress St Brooklyn,NY 11201 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 _ THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ®��OF SOU�y®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q a enum June 9, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Leslie Cohen 207 Congress St Brooklyn NY 11201 Re: 1455 Narrow River Rd, Orient �_1 TO WHOM IT MAY CONCERN: The Followi Items(if Checked)Are Needed/Ialrion mplete Your Certificate of Occupancy: Note: Fr ming,St reca ing and in certification required per Building Inspector Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41336 — New Dwelling RYALL SHERIDAN ARCHITECTS TRANSMITTAL 174 5TH Ave, Suite 300, New York, NY 10010 To: Southold BUilding Department Cc: From: Niall Carroll Date: 20 March, 2018 Via: FedEx Project: 1311 Cohen Enclosures Copies Description No. Date Rev. 1 Suffolk County Department of Health A003(i), Approval Services approved drawings A003(ii) date:10/04/ 2017 1 Final Survey(Peconic Surveyors) 1 102/26/2018 Remarks: To Whom It May Concern: Enclosed please find documents relating to the Certificate of Occupancy for the house and accessory structure at 1455 Narrow River Road, Orient, NY11957(tax ID#1000-27-03- 05). If any further documents are required I would be happy to provide them. Sincerely, Niall Carroll MAR22201R IaVIMVG sows Gy soiiTaOLD 4 cs p = 14.5676 ACRES AREA �: . •,,.;._ 2 P QPRTppB SURVEY OF PROPERTY R°��PRS AT ORIENT R°� TOWN OF SO UTHDLD or s�R � oS�Q.�c �PS PROPOSED SEPTIC SYSTEM a/ �5� 5 �. SUFFOLK COUNTY-03-05 OUNTY FOUR BEDROOMS) 00-\- 1000 27 03 05 ( SCALE 2$� JANUARY 14' 204 1,000 GALLON SEPTtC TANK v�, 5� one X[1] 3] 4' DEEP x 8' DIAMETER LEACHING POOLS �aP JANUARY 31, 2014 (TEST HOLE do CERTIFICATIONS) 0 _ _ '-'� APRIL 4MARCH 320104 (PROPOSED ED OULOCATED SE) RAIN RUNOFF CALCULATONS 0 2014 (ADDITIONS) MAY 1, HOUSE & POOL HOUSE= 3,330 sq. ft. VJ �0@t JULY 10, 2014 (REVISIONS) 3,261 x 1 x 0.17= 566 Cu. ft. ,' AUG. 22, 2014 (REVISIONS) VF > 5 l ° MPPR�I �G ��k1 SEPT. 5, 566 42.2 — 13.4 G� �� G 2014 (SEPTIC REVISIONS) PROVIDE 3 DRY WELLS 8' DIAMETER x 5' DEEP �o �' OCT. 7, 2014 .,(WATER LINES) OR EQUAL. � ��r ��� �• � o 1a =PROPOSED CONTOUR , 0 C'q to 0. A SUFFOLK COUNTY DEPAP.TtJ�EIJT OF NE/+L►�SEE'VIGC5 PERtdIT For.APPROVAL OF CONSTRUCTION COP RESIDENCE:OhLY I G O aINGLE FAt+1ILY Rld.IDGN..E R. POOL HSS \ \ 1 y0 .n .=... .,, D I✓ 7 J3 ��PROP. UNDERGRN� 1 � Z�lt D II:I'Oi� H.S.REP.No. —� •\ PROPANE TANK / ' I AF^i0ED Or BEDRLOS' Zone OR � UMo ZoneFOR CXPiRS i FIRSE YEARS;RaA=i DP.i I:OF AF'ROVAL 1 WELL NG A ° \ PR I 425 i A E 6 A E '7 .�. ,opo , i F- Irre-rip ul� l 0617lOki ,a�apwIN op5X, r` 9 . VA O\� G� G �1 Pom I 1 i G DW 18 O� `�I 12 5 \ol � '�-P 4 `1�' -. 1 I � 1 I Z •`rte INSPECTED BYTt•I� �v I O , 1 I I rAf! VES) MUST BE 'N� A C 1 .�j I 1 • •'�' 4o I J COErt{TY DEPT. OF HE�!TH Si:L'iCr` .52:S7S o 48 HCUns I!�l ADVAhCsw, 0 SCHECULE INSPECTiiOl1(S). ��. G3 I z W TR11 EE 1. I 1 Z°)ne\ x I 111 I .. F , i 0 `G �'' I I I 'REE 0 � O i 1 P 1 Q z I 1 I I ,1 5.2 xx90 �+ (/ 11 t' �, TREE ` I U�R� •02, �� ick, G,j�5� � � v / i � ti � � ` � � •. W, Iro i � O Q,�c► , o o, sA � SNE ,C� I 1 ,; � 1 � , • � �"` � 0GF- -;& !yamGO1c 'vc�o5°�P�°46A ' Ri�R F oROROA •(E ORK� ...... � NOf to 8EK R� G S A N a i0 � / �P pE SEPI` NI° N' �5 1�, PRS••..........•••• �.�� 0 20 �► uc,,aw\ ZEN' O ' 6 F G SUso P gGPcK •(N v p,G PNS N I GLP�E�,I KNO�IN� 1 0 0 UN •�0 (SEP�G �2, 666. � 70 e = PIPE ® = MONUMENT 1 = WETLAND FLAG TEST HOLE DATA LANDWARD EDGE OF TIDAL WETLANDS AS DETERMINED BY BY McDONDALD GEOSCIENCE SUFFOLK ENVIRONMENTAL CONSUL TING INC. ON DECEMBER 24, 2013 1/20/14 1:50PM EL. 9.2' ...._ I am familiar with the STANDARDS FOR APPROVAL DARK BRowN LOAM oL ' AND CONSTRUCTION OF SUBSURFACE SEWAGE — 0.5' BROW ' I ry' ' Zo DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES BROWN SILT ML � and will abide by the conditions set forth therein and on the — 25' + t 3 gip` construct. ,r x. permit to BROWN FINE T'0 COARSE SAND MATH 10 x GRAVEL srJ p WATER IN PALE eRowN FlNE To COARSE SAND sw LESLIE COHEN P.O. BOX 909 The location of wells and cesspools shown hereon are — s' f �r ��LIC: NO. 49618 from field observations and or from data obtained from others. PALE BROWN FlNE TO COARSE SAND sw � - � . FLOOD ZONES FROM FIRM CERTIFIED TO: RECQ�V/G;:S� C VEYORS, P. ANY ALTERATION OR ADD/TION TO THIS SURVEY IS A VIOLATION 7.1- CLIFFORD COHEN - 20 FAX (631) 765-1797 50 OF SECTIONW.7209 OF THE NEW YORK STATE EDUCATION LA38103C0088H SEPT. 25, 2009 (631) 65 EXCEPT AS PER SECTION 7209-SUBDIVISION 2 ALL CERTIFlCATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ELEVATIONS AND CONTOUR LINES ARE INSIGNIA NATIONAL TITLE AGENCY, LLC 1230 TRAVELER STREET —299 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR REMgNICW TO NAVD DATUM. SECURITY TITLE GUARANTEE CORPORATION OF BALTIMORE SOUTHOLD, N.Y 11971 13 17 WfosE SIGNATURE APPEARS HEREON. 'See Address: 1455 Narrow River Road Orient, New York 11957 Town of Southold Zoning District: AREAS OF DISTURBED SOIL / • R-80 UN ;5)M "0 U'��h rm 1. DRIVEWAY-15,480 SF(86011'x 18'1' �� ` District 1000, Section�27nB1oc 03ty Tax 3,,sL�ot 0 •�� � `• ` 1455 Narrow River Road �`• Suffolk County Tax No. Orient, NY 11957 2.HOUSE-10,290 SF(98'x 105) � 1000-27�-03-03-05 3.SITE WORK INCL. RETAINING WALLS,SEPTIC, WATER LINE,TOPOGRAPHY-15,195 SF $3 •/ ZONE 100,X ♦ ` ` Area of Lot' DATE REVISIONS ;00001 dor14.5676 acres _ • _ _ � • • 634,565 square feet 092C2014 RUNG SET TOTAL=a0,865 SF • �� � �" � � ` `000,11", 00�0000010 0.010•.0000, 634,565 REVISION 1000, 0000, / \ r .0000 SEE PARTIAL SITE PLAN SHEET A-003 • •� ��• // ® don, ® ® ® ® !s ® y i y W WWW \ 0000, / x 650��Z�Wi \ ' �.�_.._—--�-�`\\ \�\ � � • �{ `��' \ FA�yP/ \ W y W W 1i W y W� W W W W N•/ W W W W W dop OUTLINE OF DISTURBED SOIL > \ \ W W W W W W W W W W\W W W / / \ • • / \ \ *40"tel" 4/ PhMOSED UNDERGROUND ` #3W� W W W y W W W W PROPANE TANK--_ \ ` \ yid! yWWiWWyWWWyy W y1yyW � y \ #, #2 � ` ! 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WWWWWWWWWWWWW WWWWWW WWW W.Wy W ,Y iy WW Wi W W / SOIL STOCKPILE LOCATION \ ' �.• / y y W W i y i W y W y W i W i W y W y W y W y W i W y W i W W W i W y W y W W W y W i W i W y W W W W y i W y W W W W W W i W \ 1455 1VARROW RIVE ROAD r 7• ' / o, W W W W W W W W W W } \ TAX LOT 05 I W W W W W W W W W W W W W y W W W y W W W W W W W W W W W W W V �. 2„• � / / �14.5676ACRE�S t W WWWWWWWWWiWyWWWyWWyyWWWWyyWWWWWWWWW` WWWWWWW `WWWWWWWWiW�. y i WWyWyWW\ 634,565 SF I� /O/� / W W W W W W W W W W .. . W W / I � , p V W W y W W y y y y W W W LL Jy WSW y W y W y W W W y W W W W W W W y W W W W W W W y W W W W W W W W W y W W W W W y W y W W W W W i W W W y 7 • W W /`^`�.(' 1 Q 1 � � y y y y . y y W W W W W W W W W W y W yy - WWyWWWiiWWWWWWW v / o`\ / ` ' / W W W W W W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W �• / ��\% ` / 1 1 1 I ' / I p\ W W W W W W W W W W W W W W W W W W W y W W W y W i W W W y W W W W W W W W W W W i W y W `` I / ' W W W W W W W y W W W W W W W W W W W W W W W O W W W W W W W y W y W W W W W W W W W W W W W W W W W W W W ( ' W i y W i i 1 � I �i\` V W W W W y�. ,��W W V W W W W W W y W W W W W W W y• W��•O I W W W y W W W y W W W y W i W i W y W y W y W y W W W W W W W W W W W W W W W W �51(YL /• / `• \ / ' � ' � W { �e ��y W W W W W W W W y W W W W W W W W W W W W W W W W W W W W W W / • 7-7 77 \ / ' I �/` '/ W W W W W W W W W W W W W W W W y W y W W W y W W/•/ /• e y.,i...r....w.-. f •/ ✓F .°� \ / /� ` {/ { { 1 / ` \ / 1 / \\ I /W Wi WWWWWiWWW WWy WWWW�/ �� � osTEMPORARY CONS UCTION ACCESS / / , W ' .. ' .0000 ' ' / / / { '/ /• ROADWAY DRAINAGE DESIGN i / ` // • �� { �./ /•/ SECTION#1 - I ` ' �, �, 40'X12 X0.17-81.6cu.ft \ /� •/��65 �'` \ { •/', /•/ 81.6/42.2=1.9VF #3 / •/ PROVIDE 2LPs.V DIA.X TDP \ 5 .0000 -•: \\r3 \ // Z •/�� j , 0 p'�� .0000•/ SEC110N#2 170'X 12'X 0.17=346.8 cu.ft l / / ��'• o s' ��ER .00000 / 346.8142.2=8.2VF RYALL PORTER SHERIDAN ARCHITECTS ON ` //� /./ ` ` ,° J, 30,_o^ �0� /•/ STATE LAND PROVIDE 2LPs.8'DIA.X s'DP 45 WEST 21st STREET I 4th FLOOR SECTION#3 °s / • �1p`R NEW YORK , NEW YORK 10010 �• \ / ` •�/ l /�/ . •/ ,�, G '0.0- ^ 650LFX 12'X 0.17=1326 cu.ft P (212) 254-1175 1 F (212) 254-1755 w - ` ,� /�'• 1 , FRENCH DRAIN / •/ •\ •/ / , STONE=600'X 4 sq.ft X 2=4800 cu.ft -48%voids/ GLE •00000 CONSTRUCTION ACCESS DETAIL =2300 cu.ft CONTAINMENT JOB NUMBER: 1311 .0100 00000 .0010 .00,00 1 N� woo •/ ` ti •,' �i DRAWN: WWR / 1o:c` 23N /•�� /• 12 0 - ��' CA ak' / /•/ /'�•/ , ' 1 tem CHECKED: WR • / • /• .�• 130' -1 .Od MESH MESH 400. o �'a7 •/ N O O CV A' V • / 4' Tia' DATE: 11.18.2014 4� �°_p o / 15 4� • •/ �•/ �FOP N 140 ` STONE SONE � EXCAVATE TO 12-INCHES 2'-a' 2'-0" SCALE: 1'-50'-0' • /�• BACKFILL WITH ROUGH STONE •�/. A -A ROADWAY CROSSECTION SITE PLAN 1 SITE PLAN AREA = 14.56 76 ACRES PROPOSED SEPTIC SYSTEM N (FOUR BEDROOMS) �Q.�(�L�Q�'( � SURVEY OF PROPERTY [11,000 GALLON SEPTIC TANK �r ;� � „�� �• W�LAT ORIENT 31 4' DEEP x 8' DIAMETER LEACHING POOLS ,�Q��� g0" G 1�5 kl s �� •c• off\, Q.�G ��moo; TOWN OF SO UTHOLD RAIN RUNOFF CALCULATONS SUFFOLK COUNTY, MY SIN 6 Z ddd T I I �/0 �S� So SCP 5 o HOUSE & POOL HOUSE= 3,330 sq. ft. I y \, 1000-27-03-05 3,261 x 1 x 0.17= 566 cu. ft. I SCALE 1,--60j, 566 / 42.2 = 13.4 VF ep 1'� v JANUARY 4, � OROVIDE 3 EQUAL. DRY WELLS 8' DIAMETER x 5' DEEP i,8�1��` one X / JANUARY 31, 2014 (TEST HOLE do CERTIFICATIONS) E MARCH 3, 2014 (LOCATED WELL) CIAAPRIL 4, 2014 (PROPOSED HOUSE) 1s =PROPOSED CONTOUR S\>-- �O�pi� MAY JULY 1. 2014 2014 (DATIONS) AUG. 22, 2014 (REVISIONS) NOTE: �� ��\Q'� o N SEPT. 5, 2014 (SEPTIC REVISIONS) (WATER G c� N OCT. 7, 2014 WATER LINES WIRE BACKED SIL E "TOWED IN" U0 Q S� Zo t3`� OCT. 29. 2014 (EROSION CONTROL PLAN) MIN. 6—INCHES. Nov. 20, 2014 (REVISIONS) , APRIL 28 ,2015 (FOUNDATION) TOTAL AREA OF DISTURBANCE = 70,167 Sq. Ft. y�\'CZ` 1� ' - — �3�. 61•��`� \ �" 0. TA IV 03 DW 0 RN 70 02 Zone Zone \ � I 428' EXISTING ® O® I J � �� I WELL , - F4 I ; `� A E 6 ; ,_� AE 7 � O• \ '•� /. ' A ® CONCRETE I PROP. i I p ® STANCHIONSI I / w y- GLINE OF WIRE F p p �e� I I I I I 11 I II 1 I I BACKED SILT OI �y5 I 1 J / � i � � � � � I � 1 V! I I f i1 Q PO�OPOSED UNDERGRFENCES N . I 81 �� I \ / 1) \ ELECTRIC SERVICE UNDER DRIVEWAY -50 •�� SOIL STOCKPILE LOCATION 03 ) I Z . W \\Zone\ X I I/ ` / I I 'W• 151 \G\�' Ips WIRE I I � � TREE E�.SA Q / I LINE OF WI I I I I I 134, � G ���0 � / / I i 1 BAFE OESILT I i II 1 90 �� 0�� ��xx TREE ` GIVER 02 l' \�, ,�J 0�� \\ �Iro.em. °F i AG SN�O O�II I0 A EC IQ) GONs 00. I's, I PIC �ES IME 'lam � �• I � � � Z 0� spy 1 / II ; '3 1 •� o°E °F PP ROAD) �a.y'AF ..�....�...l•.�FGy%�`,c�al� � 1 o �Q�c,A� �_`a�� I � / 5°';•q A N ARW g1 0 O - PPRRt AK BE5T A� OF � o 3°' osoE 0Np,ENY�V Y02K O, O ••. SFS � N �� eER SN�� N/°/� G 1• 56�•1�'10 ORBES -�V,�I.L N GK Z e� N/0/f�pUp�P BOP IN� vPCp,N CONSTRUCTION ACCESS DETAIL � � oyE�N Nov' �•' Ov •moo (SEP�G � 666,42' 11713 0' o = PIPE ® = MONUMENT 3 O' 1 = WETLAND FLAG LANDWARD EDGE OF TIDAL WETLANDS AS DETERMINED BY TEST HOLE DATA /20/1 D SUFFOLK ENVIRONMENTAL CONSULTING INC. ON DECEMBER 24, 2013 BY MC1/20/1 GEOSCIENCE /20/141:5oPM EXCAVATE TO 12-INCHES I am familiar with the STANDARDS FOR APPROVAL a- 9•2' BACKFILL WITH ROUGH STONE DARK BROWN LOAM OL .`��� OF Nx-l�Y� AND C0NS7RUC770N OF SUBSURFACE SEWAGE — 0.51 , r,,_, DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES BROWN SILT ML and will abide by the conditions set forth therein and on the — 2.5. permit to construct. ; BROWN FlNE TO COARSE SAND WITH 10 X GRAVEL SW The location of wells and cesspools shown hereon are — 5- v from Field observations and or from data obtained from others. F� PALE BROWN FINE TO COARSE SAND SW 0n . ANY ALTERATION OR ADD/TION TO THIS SURVEY /S A VIOLATION FLOOD ZONES FROM FIRM EL. 2.1' — 7.1' CERTIFIED T0: S LIC NO. 49616 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 36103CO068H SEPT. 25, ,2009 WATE CLIFFORD COHEN PECONIGASURVE-YORS, P.C. EXCEPT AS PER SEC71ON 7209—SUBDIVISION 2. ALL CER7IFICA77ONS WATER IN PALE BROWN FINE TO COARSE SAND SW LESLIE COHEN (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ELEVA77ONS AND CONTOUR LINES ARE INSIGNIA NATIONAL TITLE AGENCY, LLC P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR REFERENCED TO NA VD DATUM. 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. 17• SECURITY TITLE GUARANTEE CORPORATION OF BALTIMORE SOUT7-lOLD, N.Y 11971 13—,�99 Address: 1455 Narrow River Road Orient, New York 11957 "OHIEM ri - •" Town of Southold Zoning District: AREAS OF DOMRBED SOIL ^ • R-80 .� 0 U 31,11 E 9 ` ` Counttyy Tax Map No. 1. DRIVEWAY-15,480 SF(8601f x 18') District 1000, Section 27 Mock 03, Lot 05 1455 Narrow River Road 2.HOUSE-10,290 SF 98'x 105 ' Suffolk County Tax Map NO. Orient, NY 11957 ( ) / 1000-27-03-05 3.SITE WORK INCL. RETAINING WALLS,SEPTIC, WATER LINE,TOPOGRAPHY-15,195 SF '/ ZONE y12. X / ` Area of Lot.14.5676 acres DATE REVISIONS _ •;0000 _ one / • ' 634,565 square feet 092C"14 FILING SET TOTAL=40,M SF • � 4WD � logo \ \ /..001, 11.19.2014 REVISION 00001, I6T 6® 0 /S. 0000, V000, \ /\ SEE PARTIAL SITE PLAN SHEET A-003 ` A 10 10101 \ / . ® WWW . . \.0000 top �01�2o"may \ = � s�� � \\ W W W WW W W W W W WW O` ppp� "000 � W 0, OUTLINE OF DISTURBED SOIL / \ '000, \ / \ i .� . W . W W W •. W � W W W . . W . W .• P?MPOSED UNDERGROUND ` #3 PROPANE TANKS / \ #1 #2 � � 1 1 � ` , \ •C W W W W W W i W W W i W i W i W i W W 4Y W W W` /• - •� 3 �� �� W . . . . �.WW . � . W . . W. W .� .W. W . � .W • STATE LAND .WW . WW WWW WWW WWW WWWW WWWW .. . 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WETLANDS- IRE D\. WWDRAINAGE INSP CTIONS ARE WWWW . . iWWW EXISTING CONTOUR -1560 before' r e' TO BE CHANGED PROPOSED 12 WIDE OYSTERELL DRIVEW . . W . . W . W . W . W . . W . Contact TOS Engineering at 765 W . . . . . W W W W EW SANITARY LINE& Backfill, OR Provide Engineer's CertificationEXISTING CONTOUR j3 REMAIN SEPTIC SYSTEM EXISTING TREE,TYP. .W. W .WW .. W WW `.. tMxthe drainage has been installed to Cod`e *A . xLINE OF WIRE BACKED SILT FENCES, PROPOSED UNDERGROUND ! gyWWW . W W i W i W i iWWWiWWWi . yWy y i y WWyWW yWWWW WW . i / 4� j! N ELECTRICAL SERVICE W i \ I � I ! W . WWWWWWWW . W . . . . WW . W . .W. . W . . WW � WWWW i SOIL STOCKPILE LOCATION \ ' W. W .W.W W W . W .W W W W • W W • WWW • WWWWW • iWW • .•W • W•. •W. i WWW... W. W . / 74 / / 1455NARROW RIVE ROAD / % 6 AC TAX LOT OT05 S 47 /[•'�WiW .iW./W�.� W.WW�WWW�W W WWWWWiWW634,565 SFWWW. W..W.WW.Wi� WWW.WWWW.WW�WWW.WWWW.Wi� WW..WWWWWW�+WW..W. WWW�WWWW....W.�WWWWW.W. 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SECTION#1 _ \ ( lI / ' W 40'X12'X0.17-81.6cu.ft ✓✓✓ I , ./ 0/ 81.6142.2=1.9VF #3 / // PROVIDE 21-Ps.V DIA.X 3'DP •/ tiro` /' / SECTION#2 / os jam, � 1 a/1 a •'� _ �✓ jo�o • o s�� �(ko •/ 170'X12'X0.17-346.8cu.ft 346.8/42.2=8.2VF RYALL PORTER SHERIDAN ARCHITECTS I�° STATE LAND PROVIDE 2lPs.8'DIA.X6'DP 45 WEST 21st STREET I 4th FLOOR / J lNP SECTION 2'X0.17=1326cu.ft NEW YORK , NEW YORK 10010 % \ // /• r ,� P (212) 254-1175 1 F (212) 254-1755 /` /• �'• FRENCH DRAIN C �� w / •/ ` ` •/ �. / 1.1 C�� STONE_=600'X 4 sq.ft X 2=4800 cu. -48°I°voids \ / / �, CONSTRUCTION ACCESS DETAIL I300cu.#t�CONTAINMENT JOB NUMBER: 1311 Al M �� •/ ` ` /' ���� 1 } ©�,� E..�Gt C'ilty i'µJE D AR . NA12-Y,0•/ .0000 k` •// . V DRAWN: wYY�R000 • 00000 000*0 Y• ' r / ��/ va'm CHECKED: Yl/R • • \ ` • '/ //• 3O' NOPo FILTER HR q° o•�. N/ MESMS0 0 �'• ia DATE: 11.19.2014 .o / sr� T o o � .000,/ 666 a2 EXCAVATE TO 12-INCHES 2-a' 2'-0" SCALE: 1'= � / F F �r • o • / BACKFILL WITH ROUGH STONE A -A ROADWAY CROSSECTION SITE PLAN SITE PLAN ��� 0_�I e�.- PLAu EDP-, U0 �: •••••---••--•••------•------•-•-••-•••••••-••-•• �••••••�-�•••,r� ••••-••••••-----•---•••••••••••••••.•• -'--` f: --- ' 1 / 1 / o 1 f 1 - - / J , 1 / SEPTIC LINE �'u.„ :: ccarggt- .:#i:::::• , �� 's .-.......:..: I . ",< i.,gc•..>o-xff:»wc_:LC �' LPG-- J { x•,':o°x CLEAN-OUT :. ..;. I � :+ec *moi -,....,-,• ,-. ,. .�. Jl1 I O 77 �x . SEPTIC'UNE: t D . '¢x . 1 ":CLEAN OUT 1 �,\ :%-i--...•'.cin n «,�•,+Eo- _ 37'-2" � {'h '•:;`;<s•rta,' .. ... O,, •uo ol? ;�ur:;'s:;a,;:;:rk• 1 I' L' 1 • / J'" :wt:' C 2 STORY DWELLINGof 1 �►� �T s s s s s ; . ...kms k 1 , •�:iCa:{ '{;::::: { � I 1 io-tio-x�x �x� ' FENCE #awixo o i - E 41.5' : } .'k B 18' 1 .aa i2ataic' xixi . LLJ IF G r_ 1 1 O LJ II / I I L -STONE PAHO I. A . D 1 - SEPTIC TANK -- rn i 3 v+�� \ 1 MAR 2 2 2018 A 30' T ' 163-9" —-(� B 26' i \.. 1 BUIT•DVI( DEITY. F 39.5' 3 j v+ A 22' II \\ TOWN1 OF SOITTHOLD 1 ' G 4T /I `N B 22' � \ 1 A 42' 1 iWELL WOOD DECK B 9' OF H_At.TM I'"�► _. .... 6 SUFFOLK C011NTY DEPARTMENT C ."= /—\ B 36' 1 / \ F,PrROVAL Cr CDUSTRUCTED wo`"'.S FQFt AS11%, " FRt�4;LY RESIDENCE H.S.Ref.too. - - % AS BUILT SITE PLAN OCT � � ZO17 ap D07 •� ,:,.....,_...::;._:.�_. ....,.._„ .. _ i , rpt •. : I 1°=20'o' - The< <,nd w4� Su a heirs t�^^t� SWIMMING POOL •' Vit"^^C'^'35Z) t f pp/ -�. ---.--.• ...��...• --------------------------------•-----•------------------------------------------------- I �pc����n^!r+ c'rt'sfedby4nisDepartmentoro"ur?^�""`^.� "t"�^y^ j FOR A hSAXI�t!'Ji�1„QE;�_ BED':tX3'"S. RYALL JOB NUMBER, 1311FtE� AR COGEN HOUSE y'C, cy� O`A'.E:of 4a:a;tet;•ater MQR......•..•�► SHERIDAN NCS.S. RYq ��� A003(11) 1455 Narrow River Road DRAWN: Q Orient, NY 11957 ARCHITECTSADDRESS SUBJECT To COVENANTS& RESTRICTIONS LIBER ;2 9 2 CHECKED: WR * 1455 Narrow Rifer Road Orient,New York 11957 w�LL- W�`••� 1�'!��o^ � PAGE TOWN OF SOU HOLD �� R ZONING DtSTRP'TdOf o 0 174 5th AVE, SUITE 300 DATE: 07.31.2017 .9 11F0250 -40 SUFFOLK oSection ZBlock AXMAPNOLot 05 irn "J' �� NEW YORK, NEW YORK 10010 b or 14F AS BUILT SITE PLAN O _ 1000-27-03-05 // 1 P 646.809.4343 AREA OF LOT SCALE: VARIES 14.5676 acres 634,565 square t,;et 165'-0"1 Aso G"i11 lo - 1 •% ACCESSORY STRUCTURE (, • '► "t 503 ,• r'�}' �'' �>; — .�� � c � / , �V \ fj `',/1 �j •, LEACHING GALLEY I ` ,/ ,,, � .¢•• }7lq\/a/�, _�� `�-`_ ^ 111 'ail I , �% \ 2 STORY DWELLING% SWIMMING POOL • \ (� SEPTIC SYSTEM • ,• ' } GRAVEL DRIVEWAY I �—TRANSFORMER eon F nI Afi 'l n �O P A i c l? POOL SECURITY/DEER FENCE 1 '416'-7" /.Y41 r5 I I Rc'ov MAR 2 2 2818 - • 651'-1" AS BUILT SITE PLAN ' KING STREET(NARROW RIVER ROAD) ]BUMM4 00 TOWN OF SOUTHOLD RYALL JOB NUMBER: 1311 COHEN HOUSE SHERIDAN DRAWN: NC � �� `�� �a� A003(i) 1455 Narrow River Road ARCHITECTS Orient, NY 11957 I � CHECKED: WR ��" 1I ADDRESS 1455 Narrow River Road Orient,New York 11957 \. TOWN OF SOUTHOLD �� +0. 15�Q �,�• R-80 ZONING DISTRICT 174 5th AVE, SUITE 300 DATE: 07.31.2017 '� `�0 NEW YORK, NEW YORK 10010 OR NES AS BUILT SITE PLAN SUFFOLK COUNTY eNtTv2A,Block MAP03,Lot 05 P 646.809.4343 1000-27-03-05 SCALE: VARIES AREA OF LOT 14.5676 acres 634,565 square feet 1 N SURVEY OF PROPERTY AT ORIENT TOWN OF SOUTHOLD i SUFFOLK COUNTY, N. Y. 1000-27-03-05 SCALE. 1'=60' D O V AREA = 14.5676 ACRES V JANUARY 14, 2014 VAI 22 2019 JANUARY 31. 2014 (TEST HOLE & CERTIFICATIONS) MARCH 3. 2014 (LOCATED WELL) r'UIL P'-DEP-r. ,� ZOCB APRIL MAY 1. 2 2014 014 (ADDITIONS)PROPOSED HOUSE) TOWN ff SODUOLO aQR 0a JULY 10, 2014 (REVISIONS) O•((� QRS 20 SEPT. 5, 2014 (SEPTIC REVISIONS) R Q OCT. 7. 2014 (WATER LINES) ��� O•�fy� OCT. 29, 2014 (EROSION CONTROL PLAN) UN cRA NOV. 20. 2014 (REVISIONS) saps DOWN AUG. 25, 2015 (REVISED SITE) PROPANE IS� R SEPT. 22. 2015 (REVISED SITE) \ TO DRIVEWAY 3 O' '�O ,�, bvyoNG�c Inw\ OCT. 19 2015 (REVISED SITE) �� FE 0.2' SE �, WALL �_� OCT. 29 2015 (REVISED SITE) / 7 UNDER GROUND D STAIRS GOWN 2$� DEC. 10. 2015 (REVISED SITE) �i PROPANE COt�` TO DRIVEWAY LOWER FLOOR { FEB. 26, 2018 (FINAL) I DW LANDING R/0 e.5'x 7' ' ARBOR OVER ROOF OVER nMB ` oeac 3 ya `` v �� l STONE PATIO t STONE STEPS \� M1 �� `` J �O0 .0. • �``` `\�` ry ' (/\ RAISED DECK EXISTING WELL /` N _ C W\ Ofgl "�/ CO M 0 � �OJ�� 6 NNW (DW 1 'qt•'�' ELEVATED SCREENED .' 2 \ �..� ^� PORCH ON CONIC. A��t �P 16� \ �3 'L'2O \ \ . WOODEN FENCE STAIRSSTANTIONS O�`' 7� J+ 61.2 "\ \\ •'♦`.•.'+' l'b7AE STONE GOPQIG CONIC. WAIL INSIDE OF DOWN DECK EDGE OF GRAVEL OQ*\\\ \\ \ . • . ... + + IDW� \DWS `, Fj'� \ �— �``` t!' �\ \\ \ \ �+ .♦.`. .♦••.+ SA 0.-, \\ I \ \ `.•.'.` • •`.'.••`.`•'.`. to REBAR { \ \ + LPN 2.r X 19.9'WOOD \ rrga> \ \\ \ \ I \ \ ` + .• .•+ +. .• •+ • • . DECK . . . . + • ♦ .LP . + . + + . . • `x CONIC. WALL I • RIVEWI Y I Ir /1 / — /1 / 1► //I iIII ...♦ ... .... +.•• A . . . . . •.... •. ..•.:.-. n . . . . . . . . . . . . . . . . . .ENLARGEMENT . • .'.•.•.` •.•.`. .`.`. . .SCALE• 1'=40' D.2' s CONIC. . . . . . . . . . . . . ...' .o . . + . + 6.5' X 7' � _ '?• � DECK Co I I '/ / / I . . . . • . . . . . • ♦ ♦ x ra.;, ,�� . � I r r I . . . . . . . . . + + . + + � . . . . � ARBOR VEi •. + .'+ . ♦ . .`+ .•. .•. . .'.' TjO / r . . ♦ . . + . . + STONE A �.,�� b Gi . . . . . . . . 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WALL 1 kll 2one1X I I le • / i . . .+. .•. •+. .+. .+. • ♦ + ALONG FENCE f . • .�. . . . . . . . . . . . . . . . . . . . .•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .' . . . . . . . . . . . .i� \ \ \ \ \ I I I I . . • . . . . . . . . . . . . . . . . . . . . ,/ x 1 1; I . .`.'.`.`.'.`.'. . . .`. . .`. . . . .`. . . . . . . . . . . . . . ♦ ♦ . . . . . . . . .. . . . . . ♦ . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . lro$ II I • . . . . . . . . . . . . • . . . . . . . QP� lo, Taos' . .`. . . + 0 r. + . . . .`. . . . .•. .` -74 I�O��CW�G ,y 2y ►1 �X —x / ESE;•VDPE�CNK EO®\Q \\I \ \\\I ) / / r< 1►►/I �\\\I iIII •.�..•...'... +. . .••` 65j' SEPTIC SYSTEM #1 (APPROVED) 10 i ♦ . . .�. .. o. (FOUR BEDROOMS) IrX[1 1,000 GALLON SEPTIC TANK 00.,3] 4 DEEP x 8 DIAMETER LEACHING POOLS 0 go KEY s' I 6 5 1 KA 'go �e = CLEANOUT 40.5" o s i 1 I N x = REBAR �9� -Ilk 0% \\\ oNoti5�1•�'40'�W ( A NEW ,�pRK \ \ ® = WELD �� `\ \\ Vol 11G 4' I OF TEST HOLE DATA y0� 'O�� \\\\ /� WO �� $Tp' BY McD�20/4 1.50PMENCE �► = STAKE v t " = TEST HOLE '9y �gR� \Gg P - EL 9.2' 5' DARK BROWN LOAM O 0. L • = PIPE N ® N/off Sp,' W4yc► at 0 BROWN SILT ML ■ = �,�o�,, ��'10�'W �L 2.5' MONUMENT NO 567 F�GK � � BROWN z�AVE�L A sw SAND 1 — WETLAND FLAG �: g,fs g\A LANDWARD EDGE OF TIDAL WETLANDS AS DETERMINED BYALE SUFFOLK ENVIRONMENTAL CONSUL77NG INC. ON DECEMBER 24, 2013 0 G SAND BROWN FINE TO COARSE 'CPD t � EL 21' WATER 7.1' I am familiar with the STANDARDS FOR APPROVAL \ 666•e}2 WATER IN PALE BROWN FINE AND CONSTRUCTION OF SUBSURFACE SEWAGE i TO COARSE SAND SW DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the70' � ILgEr2� 'p, r permit to construct. 237• The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. , . LIC. NO. 49618 ANY ALTE'RA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON CERTIFIED TO: V OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA770M LAW. CLIFFORD COHEN ;� .ECONlC`5SUR.�MORS, P.C. EXCEPT AS PER SEC770N 7209—SUBDIVISION 2. ALL CER77F7CA770NS ; LESLIE COHEN 63fi5='")020 FAX (631) 765-1797 HEREON ARE VALID FOR IH/S MAP AND COPIES THEREOF ONLY IF ELEVA TIONS AND CONTOUR LINES ARE 9 SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR INSIGNIA NATIONAL TITLE AGENCY, LLC WHOSE SIGNATURE APPEARS HEREON. REFERENCED TO NA VD DATUM. ' SECURITY TITLE GUARANTEE CORPORATION OF BALTIMORE 12JO7SOUTHAVELE . 11971 STREET 13-299 - 1 D V=9[�UV[E D MAR 1 6 2017 TOWN OF SOUTHOL D Tanner Windows and Doors LLC 1301 White Street SW I Watertown MN 55388 1 USA Tanner Windows and Doors LLC _r** (Former-Optiwin USA LLC) Philip Manuele 301 White Street SW Manuele Contracting Inc. Watertown MN 55388 PO Box 200 Fon: +1 651 925 08 66 www.tannerWndows.com Speonk,NY 11972, USA Date: 09.04:2.01.5 Administrator: Klaus Muller Purchase Order Cohen Residence No. 13184 Commission: Vitra Premium Client no.: 754 Delivery add.: Cohen Residence 14155 Narrow I'llver R'oa_d\ Orient,NY Dear Mr. Manuele Below you will find the purchase order for your building project. If everything is to your expectation please sign the attached form and mail with the down payment to our Minnesota office. We will start our shop-drawing phase as soon as we have received your down payment. During the :shop=draWigg phase,•if.ehangesiaue.required,then,these,will be-,sent to youforiognfirmation.•l?riorto manufacturing,shop-drawingsvilifequirelqurra�tiew rtd: igna#ure. Typical Lauda Premium window and door specification (finishes and sizing may differ by position,depending'on client demand and outcome): The Lauda Premium Window has two layers and the following distinct quality characteristics: Window: Structural interior wood: European spruce Finish: Oifed,painted or stained-to,(RAL standard'colbH�s)i-to,be determined, Exterior aluminum color: Color(RAL-standard colors)'-to be determined Glass: Triple glass(Standard) (4/16/4/16/4mm)Argon filled U-value 0.11 Btu/hft2°F,SHGC-50%,warm edge spacer Performance Glass (based on German standards in imperial units-see position) Weather Seal:Triple seal and silicon -Nardw etre: Handle,window. FSB1yrpe�3 :, 6.,�stainless,,steel 'Handle Li t+Slide: FSB 375012+FSB 4215 Handle door: FSB 1076+FSB 1418 Aluminum sill Sill per position, includes end caps,compri-band and screws Additional material included in this order: Fastener,with self-tapping screws Client:Philip Manuele Date:09.04.2015 Purchase Order No.:13184 Unit Price All Round Price " Installation brackets with self-tapping screws Weather seal tape and joint sealing tape Miscellaneous:wood and masonry drill bits, adjustment tool, installation instruction (CD),and maintenance and warranty information. Schedule:Send by email Pos. 1 2'3 1/2"x 8'8" 1 PCs 1.547,07€ 1.547,07€ Pos.client: M5 Tilt and turn Wood species: European spruce(Fichte)Iat.Picea abies Interior finish:: White RAL No.9016 Exterior RAL No: Choice of RAL standard colours Glass: No.A:Triple glass u-value 0.11,g-value 50% Argon filled,3x6mm glass,thickness 54mm Instde Tempered glass-6mm-coated centered:2xwarm edge,BLACKspacer, Handle: FSB 34 1076 handle stainless steel 1 PCs +3 116 Pos.2 11'21/4"x 8'8" 1 PCs 6.880,55€ 6.880,55€ Pos.client: M6 3 x Tiltsand iett'n Wood species: European spruce(Fichte)Iat.Picea abies �'11 25/32(x'7 7/32' '7 7/32'[ Interior finish:: White RAL No.9016 Exterior RAL No: Choice of RAL standard colours Glass: No.I.A,II.A,:Triple glass u-value 0.11,g-value 50% III.A Argon filled,3x6mm glass,thickness 54mm ro Inside:Tempered glass 6mm coated centered:2xwarm edge BLACK spacer Accessories: Handle: FSB 34 1076 handle stainless steel 3 Pcs 17 11 25/32*7 7/32' '7 7/32' 17'2 aro" Pos.3 7'x 8'8" 1 PCs 3.712,13€ 3.712,13€ Pos.client: G2 Tilt and turn+ Fixed Wood species: European spruce(Fichte)Iat.Picea abies Interior finish:: White RAL No.9016 Extenor RAL No: Choice of RAL standard colours { Glass: NoA-A,II:A:Tripleglassu-"ue,0,11,,g-vaiued50% -Argon tilled;axBmnvglass,thickness,54mm Inside:Tempered glass 6mm coated ip centered:2xwarm edge BLACKspacer Accessories: Handle: FSB 34 1076 handle stainless steel 1 PCs —' Subtotal, 1�9739;75€ Page 2 Client:Philip Manuele Date:09.04.2015 Purchase Order No:13184 Unit Price All Round Price Subtotal. 12.139,75€ Pos.4 3'6"x 8'8" 1 PCs' 1.565,16€ 1.565,16€ Pos.client: G1 - Fixed -Wood species: European spruce,IfthteylatfteaAbies ^Irttetror�tm�tr.. `Wt1�te'Ri�t°Wo."5U1•s Exterior RAL No: Choice of RAL standard colours Glass: No.A:Triple glass u-value 0.11,g-value 50% Argon filled,3x6mm glass,thickness 54mm Inside:Tempered glass 6mm coated centered:2xwarm edge BLACK spacer —3 er Pos.5 4'7 3/4"x 8'8" 1 PCs 1.949,51 € 1.949,51 €, Pos.client: E5 Fixed Wood species: European spruce(Fichte)Iat.Picea abies Interior finish:: White RAL No.9016 Exterior RAL No: Choice of RAL standard colours Glass: No.A:Triple glass u-value 0.11,g-value 50% Argon filled,3x6mm glass,thickness 54mm m Inside:Tempered glass 6mm�coated r centered:2xwarm-edge BLACK spacer [--4'7 3/4" Pos.6 4'x 8'8" 2 PCs 1.620,68€ 3.241,36€ Pos.client: E4 Ttlt+Turn: Wood species: European spruce(Fichte)Iat.Picea abies Interior finish:: White RAL No.9016 Exterior RAL No: Choice of RAL standard colours Glass: No.A:Triple glass U-value 0.11 Btu/hft2IF SHGC-52%Argon filled 4/16/4/16/4 mm lio Inside:Tempered glass 6mm coated centered:2xwarm edge BLACK spacer Handle: FSB 34 1076 handle stainless steel 1 PCs Pos.7 7'x 8'8" 1 PCs 4.347,33€ 4.347,33€ Pos.client: L9 2 x Tilt and turn Wood species: European spruce(Fichte)Iat.Picea abies 6 —+-3'6- Interior finish:: White RAL No.9016 Exterior RAL No: Choice of RAL standard colours G1aW.. No:1.I.4.IIA Tnple-glass;u-value,0.41q,g-value.50% Argon filled,3kfimm glass„thickness,54mm Inside:Tempered glass 6mm coated �o centered:2xwarm edge BLACK spacer Accessories: Handle- FSB 341076 handle stainless steel 2 PCs — 7- ,Subtotal: 23.243,11`€- Page 3 Client:Philip Manuele Date:09.04.2015 Purchase Order No.:13184 Unit Price All Round Price Subtotal. 23.243,11€ Pos.8 10'6"x 8'8" 1 PCs 6.592,88€ 6.592,88€ Pos. client: L10 3 x Tilt and turn Woad specim European spruce�,(Fichta)),IatPicea abies. fntleabrfmrst–, Whyte FOAL'No.90.16 T Exterior RAL No: Choice of RAL standard colours 11 Glass: No.I.A,IIA,:Triple glass u-value 0.11,g-value 50% III.A Argon filled,3x6mm glass,thickness 54mm Inside:Tempered glass 6mm coated aD centered:2xwarm edge BLACK spacer Accessories: Handle: FSB 34 1076 handle stainless steel 3 Pcs H111 LA 10 s'.s•-�F-�'�s• t ats• Pos.9 7' 10 1/2"x 18'7 3/4" 1 PCs 8.49326€ 8.493,26€ Pos.client: E2 2xFixed Wood species: European spruce(Fichte)Iat.Picea abies ;. Interior finish:: White RAL No.9016 Exterior RAL No: Choice of RAL standard colours Glass: No.I.A:Triple glass u-value 0.11,g-value 50% Argon filled,3x6mm glass,thickness 54mm ' centered.,.2xwarm edge;BLACK spacer NO L I I A,Triple.glass.u-value•0'1 I,g-va UaM%, Argon filled,3x6mm glass,thickness 54mm Inside.Tempered glass Bmm coated centered:2xwarm edge BLACK spacer Accessories: io LA— f-7'10 1/2-d Pos. 10 4'3"x 6'10" 1 PCs 1.661,83€ 1.661,83€ Pos.client: M1 Tilt and turn without tempered glass inside Wood species: European spruce(Fichte)Iat.Picea abies T Interior finish:: White RAL No.9016 , Exterior RAL No: Choice of RAL standard colours Glass: No.A:Triple glass U-value 0.11 Btu/hft2°F o SHArg on,f11Ikd'4/1;614%1t6/4,mm, centered,2mraarm'edge B1ACKspacer Handle: FSE 34 f076-handfe stainless steef t PCs �-4'3- Subtotal. 39.991,08€ Page 4 " Client:Philip Manuele Date:09.04.2015 Purchase Order No.:13184 Unit Price All Round Price Subtotal: 39.991,08,E Pos. 11 7'x 8'8" 1 PCs 3.712,13€ 3.712,13€ Pos.client: G4 Fixed +Tilt and turn -VoodBpedies: --EuropeansprucCF!chte).'Iat.Paosaabies 'irReflor'tmith- WhheRAUNo.wlb Exterior RAL No: Choice of RAL standard colours Glass: No.I.A,ILA:Triple glass u-value 0.11,g-value 50% Argon filled,3x6mm glass,thickness 54mm Inside:Tempered glass 6mm coated centered:2xwarm edge BLACK spacer Accessories: Handle: FSB 34 1076 handle stainless steel 1 PCs " Pos. 12 5'6"x 2'6" 1 PCs 1.249,05€ 1.249,05€ Pos.client: G3 Hopper window without tempered glass inside Wood species: European spruce(Fichte)Iat.Picea abies 7- MteFmr.Jfirfdh= White1RPI2No.A3016 to EitteriorRAL Na- �Choiceof RrAL:stendard,coleurs " 'Giass: "No.A-Tfolegiass'U-vafueflYf'8tu1hV1F SHGC-52%Argon filled 4/16/4/16/4 mm centered:2xwarm edge BLACK spacer Accessories: Awning shear for glass cleaning Handle: FSB 34 1076 handle stainless steel 1 PCs Pos. 13 6'3"x 8'8" 1 PCs 3.734,49€ 3.734,49€ Pos.client: M4 French door,Turn only,low sill,handle only on inside with clam shell on outside,small profile sash.1 x Fixed Wood speciasc European sprucc�(Fichta),IatPicea-abies,• Interior finish:: White RAL No.9016 Exterior RAL No: Choice of RAL standard colours Glass: No.I.A,ILA:Triple glass u-value 0.11,g-value 50% Argon filled,3x6mm glass,thickness 54mm Inside:Tempered glass 6mm coated co centered:2xwarm edge BLACK spacer Accessories: Low threshold in grey for french door Handle: FSB 34 1076 handle stainless steel 1 PCs , Pos. 14 4'x 10'10" 1 PCs 6.868,43€ 6.868,43€ Pos.client: L11 Pocket door. Fixed above. Wood species: European spruce(Fichte)Iat.Picea abies Interior finish:: White RAL No.9016 Exterior RAL Nbc Cheiee at RAL stand4rd'calburs., GIas&; Btu4hft2°F I-AM Z: Sffk-52%argon fiffecfVT6t41f 614 mm centered:2xwarm edge BLACK spacer o No.II.A Triple glass U-value 0.11 Btu/hft2°F Tb SHGC-52%Argon filled 4/16/4/16/4 mm T Inside:Tempered glass 4mm coated r. centered:2xwarm edge BLACK spacer Accessories: Low threshold in grey for french door Subtotal. 55.555,18€ Page 5 Client:Philip Manuele Date:09.04.2015 Purchase Order No.:13184 Unit Price All Round Price Subtotal: 55.555,18€ 1 PCs 231,34€ 231,34€ Lift+Slide FSB 3750 12 V2A ONLY inside stainless steel without keyholes I-PCs 4,: 5108=€ *Z51108?E L'ift+slide-17SBA215.,1.0'V2A;she[(.outside stainless steel without keyhole 1 PCs 2.689,00€ 2.689,00€ Pocket Door as Vitra Premium Pocket door Additional Charge PCs,15 W2F3/4_7)(8"8"< i PCs; 5:926,19€: 5.026-,19€ Pos.'client: E3 , - - 1 - Double French door, Turn only, low sill, handle only on inside with clam shell on outside,small profile sash. Wood species: European spruce(Fichte)Iat.Picea abies Interior finish:: White RAL No.9016 Exterior RAL No: Choice of RAL standard colours Glass: No.A,B:Triple glass u-value 0.11,g-value 50% Argon filled,3x6mm glass,thickness 54mm Inside:Tempered glass 6mm coated ,oenterL,&2xwarrmatlge'B VADK,spacer Acaeworias: Low threshold in grey for ffanch doors Frontdoor hinges Handle: FSB 34 1076 handle stainless steel 1 PCs -1-4'1 3/8" 2 3/4" 1 PCs 388,00€ 388,00€ For 180 degrees opening:Exposede Hinges 3 pcs right and left Pos.16 5`7"`x r 1-PCs 3.141,25,-€" 3,t4.1,25-Cm Pos. client: M3 , Double French door,Turn only, low sill, handle only on inside with clam shell on outside,small,profile sash. Wood species: European spruce(Fichte)Iat.Picea abies T Interior finish:: White RAL No.9016 Exterior RAL No: Choice of RAL standard colours Glass: No.A,B:Triple glass U-value 0.11 Btu/hft2°F SHGC-52%Argon filled 4/16/4/16/4 mm Inside:Tempered glass 4mm coated �aePfterett�varm�e�lge'1ifL�Kspaoer Moessarles: Lowih!esholdin•'greybrrlrpnchdoom Handle- FSB 341076 handle stainless steel 1 PCs i 'T Pos. 17 7'6"x 9'4" 1 PCs 10.584,62€ 10.584,62€ Pos.client: M2 Pocket Door with size 15'x 9'4" Wood'speaes: Eervpean,spruca(+Fieht#IaLlPiceaabrm Intariarfinish:.; WhiteRf31,No,-901fi' t - ExteritirRAL Nd: Choiceal"R4Lstandard'caftrs Glass: No.A:Triple glass u-value 0.11,g-value 50% Argon filled,3x6mm glass,thickness 54mm Inside:Tempered glass 6mm coated centered:2xwarm edge BLACK spacer �—pis•--� Subtotal. 78.570,66€ Page 6 Client:Philip Manuele Date:09.04.2015 Purchase Order No.:13184 ! Unit Price All Round Price Subtotal: 78.570,66€ 1 PCs 231,34€ 231,34€ Lift+Slide FSB 3750 12 V2A ONLY inside stainless steel without keyholes 1 Pes.` 55108 e= 55;08*€ Lift+slide;FSB 4215,10.V2A;shell outside stainless steellwithout keyhole 1 PCs 2.701,00€ 2.701,00€ Pocket Door as Vitra Premium Pocket door Additional Charge wPas.18 1,4,x 8,8„ 1•.Pcs 6,069 jM C 6.'069,96-C Pos.client: El Frostkorken exterior door OUT OF WOOD without glass,with low threshold, lock, inside and outside handle and thumb turn cylinder(silver-only)with 3 keys Woodspecigm European=spruce(Eicfiti))-Iat.Pitea-abler:. *"•.,; Intirnbf firttsh Winte R&L i4o_9016 Exterior RAL No: Choice of RAL standard colours ?r� Glass: No.A:Frostkorken door without glass r{ ;r =Handle: IFSB 1076 handlewith ryrinder cutout i PCs FSB 1418 staiidess steel s:x.3ter,'�E•',F ao 1 PCs 570,00€ 570,00€ Frostkorkeni door as Outswing door,, Pos. 19 s° "x 13'6" 1•PCs 3.708,741 2,708,74�e Pos.client: L8 Fixed Wood species: European spruce(Fichte)Iat.Picea ables Interior finish:: White RAL No.9016 Exterior RAL No: Choice of RAL standard colours Glass: No.A:Triple glass u-value 0.11,g-value 50% Argon fdled,3x6mm glass,thickness 54mm centered:2xwarm edge BLACK spacer N T Page 7 Client:Philip Manuele Date:09.04.2015 Purchase Order No.:13184 Unit Price All Round Price Subtotal: 91.906,78€ Pos.20 2'6"x 9'9" 1 PCs 1.972,92€ 1.972,92€ Pos.client: L1 Fixed Woodspeei8s' Eurapeansprue(FichtaZ'40ic;aaablas; Intt?ndrfrcrrsh::' WhrteRkLoto.91316 Exterior RAL No: Choice of RAL standard colours Glass: No.I.A:Triple glass u-value 0.11,g-value 50% Argon filled,3x6mm glass,thickness 54mm Inside:Tempered glass 6mm coated M in centered.2xwarm edge BLACK spacer Pos.21 16'x 10'9" 1 PCs 10.893,77€ 10.893,77€ Pos.client: L2, L3 Lift'n'Slide Window(A) (2 Panes):AIu2Wood,interior finish painted,exterior aluminum clad finish to any RAL color type; left sash active,right sash fixed. 2 x Fixed above.Without tempered glass. F l�� Wocd,spe�cix s: Europeanzspruce(Fichto)ttaLPtcea abies Intenarfimsh— whrte•,RALNac9016 T ?T Extedor RAL Me. Chores b(RAL star and lcd&ffs Glass:' No.I.A,ILA:Triple glass U-value 0.11 Btu/hft2°F I A6 SHGC-52%Argon filled 4/16/4/16/4 mm �a centered:2xwarm edge BLACK spacer o + o i No.I.A,ILA Triple glass u-value 0.11,g-value 50% 3L FIA;11111-A Argon filled,3x6mm glass,thickness 54mm centered:2xwarm edge BLACK spacer 16' Accessories: 1 PCs 231,34€ 231,34€ ..,Lrft+'Slide'F'SB 37;5012-M"ONLY inside ;:6taintess•steel=ithout .keyholes 1 PCs 55,08€ 55,08€ Lift+slide FSB 4215 10 V2A shell outside stainless steel without keyhole 1 PCs 4.268,00€ 4.268,00€ Lift+Slide Door ,as Vitra,Prem, ,,um Lift*Sfide. , Additional Charge ' Pos.22 16'x 14'6" 2 PCs 14.722,76€ 29.445,52€ Pos.client: L3+L4, 1_3+1_7 Lift'n'Slide Window(A) (2 Panes):AIu2Wood,interior finish painted,exterior aluminum clad finish to any RAL color type; left sash active, right sash fixed. 2 x Fixed above.Without tempered glass. Wood;spemes: European�spruce(Forte)tat.pcceaatoies Interior finish -'White,RALt4D.;9016 T Exterior RAL No: Choice of RAL standard colours _ Glass: No.I.A,ILA,Triple glass u-value 0.11,g-value 50% LA Argon filled,3x6mm glass,thickness 54mm Icentered:2xwarm edge BLACK spacer v No.I.A,ILA Triple glass u-value 0.11,g-value 50% Argon filled,3x6mm glass,thickness 54mm q10 Inside:Tempered glass 6mm coated Accessories: centered:2xwarm edge BLACK spacer Subtotal: 138.773,41€ Page 8 ' Client:Philip Manuele Date:09.04.2015 Purchase Order No.:13184 Unit Price All Round Price • Subtotal. 138.773,41€ 2 PCs 231,34€ 462,68€ Lift+Slide FSB 3750 12 V2A ONLY inside stainless steel without keyholes ?"PIPS 55,0&,€., 110,'16,C: 1 s9dLm FSW42 •14'I✓1 sheii outside stainless steel without keyhole 2 PCs 5.249,00€ 10.498,00€ Lift+Slide Door as Vitra Premium Lift+Slide Additional Charge :5'`10 f&-1, 14-A" It fts 44496;3.4-€ 4:696;3+1' Pos.client: L5,L6 Fixed Wood species: European spruce(Fichte)Iat.Picea abies Interior finish:: White RAL No.9016 Exterior RAL No: Choice of RAL standard colours Glass: No I.A:Triple glass u-value 0.11,g-value 50% Argon filled,3x6mm glass,thickness 54mm Inside:Tempered glass 8mm coated centered:2rQ.racerm edge•1,LACK spacer [--5'10 1/2"—� -1'os;'24 0111 112",x 8'B" 1 PCs 2.873,;613 C 2.873:,68%%, Pos.client: E6 Fixed Wood species: European spruce(Fichte)Iat.Picea abies Interior finish% White RAL No.9016 Exterior RAL No: Choice of RAL standard colours Glass: No.A:Triple glass u-value 0.11,g-value 50% Argon filled,3x6mm glass,thickness 54mm Inside:Tempered glass 6mm coated cen*rgd:zwwrn ed"ge.t30ZK spate �--s'11 1/2"—� Pos.25 1 PCs 35.717,00€ 35.717,00€ All Windows except Options and L'Ift+Slide/Pocket doors as Vitra Premium windows and doors. Additionat,10halzge Pos.26 56,00 m 55,40€ 3.102,40€ Aluminum sill in silver for all frames 110 mm depth:for screwing on building site Option:colored in RAL+22,60€per meter more(=78,00€/m) Subtotal. 196.233,67€ Page 9 York I foundation Ini%pection Generated by REScheck-Web Software REScheck Software Version 5.5.0 1 cornpfl..� Comnients/Assumptions COHEN Compliance Statement: The ■roposed building design clescrited here is consisterit with the building plans,specifications,and other ........................................................................­ ......... ................ ....................... -iO3.21 Exposed foundation insulaticir, T,77_", 777M-77,7: FT calculations submitted with th ca on,The propaed building has been designed to meet the 2010 New York Energy m i dooes es Conservation ConstrucLion,cciiapre" pp ts li Not eu�remen In EScheck Version 5.5.0 and to comply with the mandatory requirements listed in [follf protection. calcul the REScheck Inspection Checlst. Compliance Certificate Inspection Checklist ONX Energy Code:2010 New York Energy Conservation Construction Code V, ONot observable H 0 mum S E Window:Wood Frame,Triple Pane 200 0.190 38 ©Net Applicable Orientation:Right side Name-Title 5igniture Requirements;0.0%were addressed directly in the REScheck software ............. Wall-EAST 1:Wood Frame,16in.o.c. 860 60.0 0.0 0.038 7 gs A 403.8 Snow melt controls. ©Complies 1455 Narrow River Road Project Cohen House Orientation:Front Text in the"Comments/Assumptions"column is provided by the user in the IREScheck Requirements screen.For each T]Does Not it requirement.the user certifies that a code requirement will be met and how that is documented,or that an exception Orient, NY 11957 Energy Code: Window:Wood Frarri Pane 671 0.190 127 U, is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. ONat Observable: Location: 2010 New York Energy Conservation Orientation:Front I Plans;Verified ; - _[3Not Applicable Suffolk County,New York Wall-EAST 2::Wood Frame,16in.o.c. 303 60.0 0.0 0.038 9 ........................................ Additional Comments/Assam Construction Type: Single-family Orientation Front 0 Pre-inspectioniplan Review Field Verified Compiler? Comments/Asrsumptiong Window:Wood Frame,Triple Pane 72 0.190 14 &Req.M i value ...7 Project Type: New Construction tvx ....... Value ............. ................... Orientation: Orientation:Front DATE REVISIONS Bldg.faces 90 deg.firom North 106.2 n drawings and Dcampfies Conditioned Floor Area: 3,275 ft2 Wall-NORTH 1:Wood Frame,16in.o.c. 277 60.0 0.0 0.038 7 [PRI]' documentation Sufficiently Zoom Not Orientation:Left side demonstrates energy code Glazing Area 37% Window:Wood Frame,Triple Pane 90 0.190 17 compliance for the building E]Not Observable 1 09.24.2014 FILING SET Climate Zone: 4 (5750 HDD :envelope. EINot Applicable Orientation:Left side . ......... ­­­­ Permit Date: Wall-NORTH 2:Wood Frame,16in.o.c. 496 60.0 0.0 0.038 13 103.2, .Construction drawings and Elcomplies Permit Number: Orientation:Left sidei 4037 documentation sufficiently ',0Does Not Window:Wood Frame,Triple Pane [PR31t demonstrates energy code `,E]Not Observable Orientation:Left side 144 0.190 27 kv compliance for lighting and 'ONat Applicable Construction Site: Owneir/Agent: Designer/Contractor: mechanical systems.Systems Wall-NORTH 3:Other 617 0.020 11 serving multiple dwelling units Orientation:Left side must demonstrate compliance with a commercial code. ............................. ............... ............................. Window:Wood Frame.Triple Pane 71 0.190 13 ........................ Orientation:Left side 403,6 heating and cooling equipment is: Heating: Heating: Complies �7, Wall-WEST 1:Wood Frame.16in.o.c. 621 60.0 0.0 0.038 18 [PR2J2 sized per ACCA Manual S based 1 Btuibr Btuihr- 13Does Not sm, Orientation:Back on loads per ACCA Manual]or Cooling: Coaling: E]Notobservable Compliance: 12.5%Better Than Code Maximum UA; 793 Your UA: 694 0 other approved methods. ,se is based on code trade-aft rules. Window:Wood Frame,Triple Pane 49 0.190 9 OnotApplicable The%Better or worse Than code index reflects how close to compliance the to Btulhr Btuiler It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Orientation:Back Window:Wood Frame,Triple Pane 19 0.190 4 Envelope Assemblies Orientation:Back Additional Comments/Assumptions: Window:Wood Frame,Triple Pane 73 0.190 14 Z-77 F� k ,,q, Orientation:Back k, Wall-WEST 2:Wood Frame.16in.o.c. 24 60.0 0.0 0.038 1 Orientation:Back Window:Wood Frame,Triple Pane 2 0.190 0 Ceiling @ Living:Other 959 0.016 15 Orientation:Back Ceiling @ Master:Other 1,083 0.016 16 Wall-WEST 3:Wood Frame,16in.o.c. 82 60.0 0.0 0.038 2 Skylight-Guest Shower:Metal,Thermal Break,Triple Pane 13 0.190 2 Orientation:Back Window:Wood Frame,Triple Pane 32 0.190 6 Skylight-WC:Metal,Thermal Break,Triple Pane 26 0.190 5 Orientation:Back Skylight-Master Shower:Metal,Thermal Break,Triple Pane 18 0.190 3 Wall-WEST 4:Wood Frame,16in.o.c. 61 60.0 0.0 0.038 1 Orientation:Back Skylight-Stairs:Metal,Thermal Break,Triple Pane 33 0.190 6 Door:Solid 32 0.190 6 Wall-SOUTH 1:Wood Frame,16m.o.c. 373 60.0 0.0 0.038 9 Orientation:Back Orientation:Right side Crawl-Low Side:Solid Concrete or Masonry 247 0.0 0.0 0.522 111 Window:Wood Frame,Triple Pane 63 0.190 12 Wall height:7.0' Orientation:Right side Depth below grade:3.0' Window:Wood Frame,Triple Pane 61 0.190 12 Insulation depth:4.5' Orientation:Right side Crawl-High Side:Solid Concrete or Masonry 473 0.0 0.0 0.350 53 Wall height:7.0' Wall-SOUTH 2:Wood Frame,16m.o.c. 686 60.0 0.0 0.038 19 Depth below grade:6.8' Orientation:Right side Insulation depth:5.0' Window:Wood Frame,Triple Pane 133 0.190 25 Orientation:Right side Floor-Over Crawlspace:All-Wood joist/Truss Over Uncond.Space 720 43.0 0.0 0.024 17 Window:Wood Frame,Triple Pane 44 0.190 8 Floor-No Raised:All-Wood joistfrruss Over Outside Air 211 43.0 20.0 0.016 3 Orientation:Right side Window:Wood Frame,Triple Pane 20 0.190 4 Floor-Raised:All-Wood)oistrrruss Over Uncond.Space 1,087 39.7 0.0 0.025 27 Orientation:Right side Wall-SOUTH 3:Wood Frame,16in.o.c. 266 60.0 0.0 0.038 3 Orientation:Rignt side .......... [Exiwt piiii�Yi�i2l) [Tier1i 2 Medium Impact Tier 2 ow imPaci­ftJ,e,r-�i­-- I t 6 ['2 Medium{Tier 1 e im Impact(Tier 2) Project Title:Cohen House Report date: 09/24/14 Project Title:Cohen House Report date: 09/24/14 Project Title:Cohen House Rep)ort date: 09/24/14 Project Titte:Cohen House Report date: 09/24114 Project Title:Cohen House Report date: 09/24/14 Data filename: Pagel of 8 Data filename: Page 2 of 8 Data filename: Page 3 of 8 Data filename: Page 4 of 8 Data filename: Pages of 8 ............ 2010 New: ............................................ .................. ....................... .............. i Framing I Rough-in lnspect'�l.. 1Section _e­i,d_­V­e_df led..................................... T............ ........ ------ -------------------------------7- _­­ Complies? CommentrIAssumptions Plans Verified Fl4dVerifled I Value value I Compiler? Comments/Asgumptions final Inspection Provisions 1 11 Value Val Complies? Comments/Assumptions 40224 Fenestration that is not site built .................. ............ AA".10 I.............___J_............._..............._.. ue _L .4 ocomplies .............. ................ [FR2011 is listed and labeled as meeting �3ili^i All installed insulation labeled or ffC_-W_P1-;;__1 402.4.2. Building envelope tightness I ACH 50 AQ Sf r1complies 2010 New York CDoes Not l(IN13? ,installed R-values provided. DDoes Not 402.4-2.1 'verified by blower door test result AAMA/WDMAICSA 101A.S.21A440 I Oooes Not [-]Not Observable lf`1171� of&lt;7 ACK at 50 Pa.This I or has Infiltration rates per NFRC i[]Not Observable requIreument may instead be met Not Observable Energy Conservation 400 that do not exceed code ONotApplicable ONot Appkable limits. ONcit Applicable via visual inspectiorli in which .......................... ..................... ..... ,via verification may need to 402.4.5 IC-rated recessed fighting fixtures . ....... ..... . ......................... 0 1 Cc.m..p.h.e.s................................................................ Additional Comments/Assumptions: Construction Code occur during insulation EFRI61' sealed at housinciAnterior finish Coolies Not Inspection. and labeled to indicate&It;-2.0 "IL cft amp I dm leakage at 75 Pa. CNot Observable 4032-2 �Tlogbtirte�ss "cf`n__ Energy Efficiency ONot Applicable [1`14]� !construction with maximum cDoes,Not 403.2.2 Ali se_a_jnS"af_a1r_duc't_s leakage of a cfm to outdoors,or ;[]NotObsavabL- [FRI31- air handlers.filter boxes,and ElDoes Not 12 cfm acrOss systems.For []Not Applicable I" II icate building cavities used as return rough-in tests.verification may ducts are seated. ONot Observable, need to occur during Framing I Inspection,with maxi .-_. __.,...t..........----_................................................................ EINotApplicable mum .............................1.1.1........................................................... 403.2.3 Building cavities are not used as leakage of 6 dm a ystems Elcomplies 'and 4 cfm withoutcro'haodler. 77,= (FRIS13 ducts or plenums, CDcles Not ............. air .......................... --------- ii � , 7, i:� il_'.1 14, 403.14 Programmable thermostats 0complies Above-Grade Wall 0.00 []Not Observable [Fl9r 'installed on forced air furnaces. ;E]Does Not i ............... 'EINot Applicable 4033 HVAC piping conveying fluids R- []Not Obserible Below-Grade Wall 0.00 R_ 1-1complies IFRI712 above 105 2F or chilled fluids oNcir Ali;-,I Floor 39.70 ®Does Not below 55 2F are insulated to R-3. 403.1,2 Heat pump thermostat installed ©Complies ONot Observable (Filop an beat pumps, 0.00 Coolies Not Ceiling/Roof DNotApplicable 403.4 Circulating service hot water R- ........... .......................................... rjNot observible Ductwork(unconditioned spavwV3Hces): R- '0complies VR1812 pipes are insulated to R-2. �E]Does Not ONotApplicalle �4 .......... 403A Circulating service hot water Ites -7 Elcom I E]Not Observable V1111" systems have automatic or E]DoespNot E]NotApplicable accessible manual controls. Window 0.19 0.27 I—__­_____11_ �p []Not Observable 403.5 Auturnatic or gravity dampers are ©Complies ONot Applicable Door 0.19 [FR1511 installed an all outdoor air ODoes ❑Not 40f3 '�'Compliance-c-ertf-�'at-e*-p-ost"e'd.- intakes and exhausts. mp lea Skylight 0.19 0.27 Not Observable [Far ElDoes,NotTrl"� ONotApplicable ...... ...... N of Olose N.i.lc Additional Comments lAssumptions: LDNAAppllicaNc ........................... .. ............ Heating System: 1303.3 Manufacturer manuals for r-lrnmpli" EF11613 mechanical and water heating LJDoe,,qut Cooling System. equipment have been provided EINOt uts,-rvabk v Water Heater: EJNot Applicable Additional Comments/Assumptions: Name: Date: Comments 7 ........... 1 HIg Impact(Tier 1) 2 L 2) Ow impact mer 3), [jEi!�h lmpaci'ftie�iF 1 2'•Medibi'm It.pact(Tier 2) ill-ow Impact ifia'i i)­­I High Impact(Tier i) (Ti .......... ............ _!�!aLpact Tier Project Ti Cohen House Title: Report date: 09124114 Project Title:Cohen House Report date: 09124114 Project Title.Cohen House Report date: 09/241IL4 .J Data filename: Page 6 of 8 Data filename: Page 7 of a Data filename: Page 8 of 8 Z lag" Ll RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 P (212) 254-1175 I F (212) 254-1755 JOB NUMBER: 1311 U DRAWN: WWR S. R Y4, -A CHECKED: WR DATE: 09.24.2014 A0. .40 SCALE: 1/4"=1'0" ENERGY CODE COMPLIANCE (RESCHECK) - COHEN HOUSE _ - - 1455 Narrow River Road Orient, NY 11957 DATE REVISIONS 09.24.2014 FILING SET d DATE: i NOTIFYI BUILDING DEi'�.RTMENT AT FOLLOWING INSPECTIONS: " '° 4 •<° ` 1. FQUt 1uATI0N - TWO REQUIRED g. , a FOR POURED CONCRE E 2. ROUGH - FRAMING & PLUMBING "k I 3. INSULATIGPJ �< I 4. FINAL - CONSTRUCTION MUST BE COP/PLETE FOR C.O. i i ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ......... Llg DESIGN OR CONSTRUCTION ERRORS. ° ��.,• , ,�'� � 3 � � CON:PLY t,..'I. I H ALL CODES OF k NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF S � � A S ! ARD ... ..;�° /VJ L P7►7�y1-'i�C- SOl!THOLDTCd"114TRUSTEES Y.S.DEQ FF .w-.ns OCCUPANCY USE IS UNLAWFUL It tu-- - WITHOUT CERTIFICATE Llb V Pmms> OF OCCUPANCY F-t' R- OW ROAD SEPTEMBER 24 , 2014 DO NOT PROCEED WITH DRAWING LIST FRXlI1NG UNTIL SURVEY OF FOUNDATION LOCATIOj'4 ARCHITECTURAL DRAWINGS D'RA N n �R,Y �1R?,, �y � A000 TITLE PAGE& DRAWING LIST A001 NOTES, SURVEY& PLUMBING RISER DIAGRAM Contact TOS Engineering,at 765-1550 b^*:) A002 SYMBOLS, LEGENDS IP ARBREVIATIONS A003 SITE PLAN �:C�� fill,OR Provide A00µ PARTIAL SITE PLAP! ':'L t"^e dry=neve fans been in��4Sted to Codif A101 ENTRY&GUEST FLG-C�n PLANAl 02 LIVING& - A103 ROOF PLAN MASTER BEDROOM FLOOR PLANS _R C,ERTIFI^ �Oi 1eR� A201 ENTRY&GUEST RCP AND ELECTRICAL NCY A202 LIVING & MASTER BEDROOM RCP AND ELECTRICAL e CERTIFICATE 6F OCCUPANCY A300 EXTERIOR ELEVATIONS i, SOLDER USED IN I'�A ER A301 EXTERIOR ELEVATIONS SU '�''1:1'$ySTEl�3 .'U0�' A302 EXTERIOR ELEVATIONS EXCEED?J'®��: �, A400 BUILDING SECTIONS _ A401 BUILDING SECTIONS _ A402 BUILDING SECTIONS PLUMBING A403 BUILDING SECTIONS ALL PLUMBING WASTE A600 TYPICAL DETAILS &WATER LINES NEED A620 SECTION DETAILS ,i . T r GQ V- A621 SECTION DETAILS A622 SECTION DETAILS A623 SECTION DETAILS77 STRUCTURAL DRAWINGS S100 FOUNDATION PLAN S101 ENTRY LEVEL FLOOR FRAMING PLAN a S102 LIVING & MASTER FLOOR FRAMING PLAN S103 ROOF FRAMING PLAN 7 , S200 GENERAL NOTES - S201 TYPICAL DETAILS S202 TYPICAL DETAILS t S203 TYPICAL DETAILS S204 TYPICAL DETAILS S205 TYPICAL DETAILS S206 TYPICAL DETAILS RYALL PORTE SHERIDAN ARCHITECTS S300 FOUNDATION SECTIONS 45 WEST 21s TR EET I 4th FLOOR S400 SUPOERSTRUCTURE SECTIONS NEW YORK EW YORK 1 0 0 1 0 P (212) 254-11 1 F (212) 254-1755 MECHANICAL DRAWINGS M101 MECHANICAL NOTES & ENTRY LEVEL PLAN M102 LIVING& MASTER BEDROOM MECHANICAL PLANS JOB NUMBER: 1311 1,r Plly D AR ENERGY COMPLIANCE CALCULATIONS 5� S. c EN101 ENERGY CODE COMPLIANCE(RES CHECK) DRAWN: WWR `AOA R qtt ti CHECKED: WR do DATE: 09.24.2014 15 4t 0 40 MEQ SCALE: NTS - TITLE PAGE & DRAWING LIST SURVEYOR: STRUCTURAL ENGINEER: MECHANICAL ENGINEER: EXPEDITOR: Peconic Surveyors P.C. Robert Silman 475 Building Supply Suffolk Environmental Consulting, Inc. P.O. Box 909 Structural Engineers 131 Union Street 2322 Main Street P.O. Box 2003 1230 Traveler Street 88 University Place Brooklyn NY 11231 Bridgehampton NY 11932-2003 Southold, NY 11971 New York NY 10003 P (718) 622-1600 P (631) 537-5160 P (631) 765 5020 P (212) 620-7970 A000 ____1-' � � -- ---- -- � ---- - � - - - -- -- -� -- - - --'- - ------ '-- ------------ --� ------------------' ---�--- -------� -- - -- '- -��------- - - - ~ ' ~ ' ` ABBREVIATIONS LEGEND: GRAPHIC SYMBOLS TYPICAL WALL TYPE SECTIONS INTERIOR & EXTERIOR FINISH LEGEND ACT ACOUSTIC CEILING TILE 14 E N AD AREA DRAIN \ WALL TYPE NUMBER ADJ ADJACENT cop AFF ABOVE FINISHED FLOOR < c6 Minerit high density cement board @ underside of ALUM ALUMINUM3B1 DOOR NUMBER 5/8"GWB BOTH SIDES W/LEVEL 5 FINISH,TYP:-PROVIDE WATER raised living&screened porch&exterior window AMPS AMPERES RESISTANT GWB @ WET LOCATIONS NOT HOUSE RECEIVING TILE jambs& headers ANOD ANODIZED 304 s 1 4" Lightweight concrete floor. Entry&Guest floors& 1455 Narrow River Road APPD APPROVED WINDOW NUMBER A-V AUDIO-VISUAL A 2X4 WOOD STUD @ 16"O.C. living fireplace hearth. Orient, NY 11957 BD BOARD $LKG BLOCKING MW# MILLWORK NUMBER SOUND INSULATION BETWEEN STUDS S-2 Exterior granite pavers @ guest yard BRK BRICK BO BOTTOM OF DATE REVISIONS BOT BOTTOM BSMT BASEMENT F# FINISH NUMBER \ S 3 Shower floor tile. TBD 09.24.2014 FILING SET BYND BEYOND CIP CAST IN PLACE 43/4" CHNL CHANNEL A# APPLIANCE NUMBER CJ CONTROL JOINT s 4 Floor the @bathrooms. TBD CL CENTER LINE TYP.INTERIOR DRYWALL PARTITION CLG CEILING z1REVISION NUMBER , 'NOTE:ALL INTERIOR PARTITIONS TO BE TYPE'V U.O.N. CLR CLEAR G-1 Oyster shell paving entire driveway& beneath raised CMU CONCRETE MASONRY UNIT ROOM SAME AS TYPE'1'W/2X6 STUDS @ PLUMBING WALLS&AS NOTED living&screened porch COL COLUMN 000 ROOM NUMBER 1A COMPR COMPRESSIBLE CONC CONCRETE w-i Interior wood flooring TBD CONT CONTINUOUS /� CPT CARPET / WALL TYPE MARKER CT CERAMIC TILE \�'// CTYD COURTYARD 5/8"GWB W/LEVEL 5 FINISH,TYP. w-2 Exterior wood decking. DBL DOUBLE DEMO DEMOLISH OR DEMOLITION5/8"WATER RESISTANT CEMENT BACKING DIA DIAMETER A700 DRAWING REFERENCE NUMBER BOARD W_3 Black vertical siding. DIM(S) DIMENSION(S) TILE ON THINSET,THICKNESS VARIES DN DOWN DR DOOR 2X4 WOOD STUD @ 16"O.C. DTL DETAIL 2 w-a Horizontal white painted siding. DWG DRAWING A201 EXTERIOR ELEVATION MARKER SOUND INSULATION BETWEEN STUDS EA EACH / EJ EXPANSION JOINT EL ELEVATION � w-5 2"x4"& 2"x6"mahogany framing @screened porch & ELEC ELECTRICAL 1 43/4" VARIES master pergola. ELEV ELEVATOR OR ELEVATION A302 SECTION CUT MARKER EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) TYP.INTERIOR PARTITION W/TILE M-i Stainless steel insect screen, treated, marine grade. EQ EQUAL 2 EXIST EXISTING FLOOR ELEVATION INDICATOR EXT EXTERIOR ELEVATION FCLU FINISHED CEILING LEVEL(UNDERSIDE) 04 SAMEASTYPE'2'W/2X6 STUDS@ PLUMBING WALLS&AS NOTED M-2 Galvanzied steel railings @ exterior stairs&retaining FD FLOOR DRAIN 2A walls. Painted. FEC FIRE EXTINGUISHER CABINET FFLT FINISHED FLOOR LEVEL(TOPSIDE) 030 01 INTERIOR ELEVATION MARKER Ec Exposed concrete @ structural piers & retaining walls. FIXT FIXTURE FLR FLOOR Weather-sealed. FM FILLED METAL 02 FO FACE OF 5/8"GWB W/LEVEL 5 FINISH3/4"PLYWD SHEATING WP 1 Typ. interior wall paint, Benjamin Moore, TBD, on 5/8" / FND FOUNDATION $ SWITCH (SUBSTITUECEMENT GWB level 5 finish. GA GAUGE T BACKING BOARD @ TILE VERTICAL FURRING GALV GALVANIZED LOCATIONS) ! BUILDING WRAP Ceramic wall tile @ kitchen backsplash. GWB GYPSUM WALL BOARD HC HOLLOW CORE SWITCH DIMMER 1 1/2"SERVICE CAVITY HORIZ.FURRING HI HIGH D FURRING STRIPS :•,y HM HOLLOW METAL VERTICAL WD SIDING HP HIGH POINT AIR BARRIER WT-2 Ceramic wall the @bathroom walls. HR HOUR $ 2X4 WD STUD � / SWITCH 3-WAY "X / • 2X6 WD STUD HT HEIGHT 3 • 4"GAP HVAC HEATING, VENTILATING, AND AIR CONDITIONING IRGWB IMPACT RESISTANT GYPSUM WALL BOARD ILO IN LIEU OF $ SWITCH 3-WAY DIMMER 1'1"INSULATION 3D INSUL INSULATED OR INSULATION 6 INT INTERIOR V-61/8" JT JOINT LBS POUNDS DUPLEX ELECTRICAL OUTLETTYPICAL EXTERIOR WALL-CLADDING TYPE ' LO LOW E1 -NOTE:ALL EXTERIOR WALLS TO BE TYPE'E1'U.O.N. MAX MAXIMUM MO MASONRY OPENING MECH MECHANICAL SWITCHED OUTLET MEMBR MEMBRANE - MFR MANUFACTURER MIN MINIMUM 5/8"GWB W/LEVEL 5 FINISH MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD GFCI ELECTRICAL OUTLET (SUBSTITUECEMENT 3/4"PLYWD SHEATING MTL METAL GFCI BACKING MW MILLWORK LLOCATIONOARD@TILE VERTICAL FURRING NIC NOT IN CONTRACT BUILDING WRAP NO NUMBER � 1 1/2"SERVICE CAVITY FLOOR DUPLEX ELECTRICAL OUTLET NOM NOMINAL FURRING STRIPS OC ON CENTER AIR BARRIER / OH OPPOSITE HAND HORIZ WD SIDING i �, OPG OUNCE OPENING SWITCHED FLOOR DUPLEX ELECTRICAL OUTLET 2X4 WD STUD 2X6 WD STUD PCC PRE-CAST CONCRETE 4"GAP PERP PERPENDICULAR PL PLATE SPECIAL PURPOSE OUTLET(WALL) V-1"INSULATION PLAM PLASTIC LAMINATE PLUMB PLUMBING PLYD PLYWOOD 1'53/8" PT PRESSURE TREATEDSPECIAL PURPOSE OUTLET(FLOOR) /��\ EXTERIOR WALL CLADDING TYPE '--REFER TO ELEVATIONS PNT PAINT OR PAINTED PVC POLYVINYL CHLORIDE RBR RUBBER RCP REFLECTED CEILING PLAN CEILING MOUNTED RECESSED DOWN LIGHT RD ROOF DRAIN REQD REQUIRED .<,: .w•.•• .. RM ROOM SCLU STRUCTURAL CEILING LEVEL(UNDERSIDE) CEILING MOUNTED RECESSED WALL WASH 5/8"GWB W/LEVEL 5 FINSIH SED SEE ELECTRICAL DRAWINGS (SUBSTITUECEMENT 3/4"PLYWD SHEATING ? - SFLT STRUCTURAL FLOOR LEVEL(TOPSIDE) BACKING BOARD @TILE Xi VERTICAL FURRING SIM SIMILAR LOCATIONS) \ BUILDING WRAP SMD SEE MECHANICAL DRAWINGS CEILING MOUNTED FIXTURE 1 1/2"SERVICE CAVITY SPEC SPECIFIED OR SPECIFICATION FURRING STRIPS SPK SPRINKLER PTD.CEMENT BOARDffn SSTL STAINLESS STEEL AIR BARRIER SIDING STC SOUND TRANSMISSION COEFFICIENT CEILING MOUNTED PENDANT LIGHT ' 2X6 WD STUD STL STEEL 2X4 WD STUD STRUCT STRUCTURE OR STRUCTURAL / 4"GAP T AND G TONGUE AND GROOVE TELE TELEPHONE WALL MOUNTED FIXTUREI V-1"INSULATION TLT TOILET 6 TO TOP OF RYALL PORTER SHERIDAN ARCHITECTS TOC TOP OF CONCRETE 1'-53/8" 45 WEST 21st STREET I 4th FLOOR TOS TOP OF STEEL a---a LED STRIP LIGHT IN E W YORK , NEW YORK 1 0 0 1 0 TPD TOILET PAPER DISPENSER TYPICAL EXTERIOR WALL-CLADDING TYPE ' '--REFER TO ELEVATIONS T/D TELEPHONE/DATA E2 P (212) 254-1175 1 F (212) 254-1755 TYP TYPICAL O FLUORESCENT FIXTURE UNO UNLESS NOTED OTHERWISE U/S UNDERSIDE V VOLT S SMOKE DETECTION DEVICE JOB NUMBER: 1311 ��ChA VAV VARIABLE AIR VOLUME MTD ON CEILING(TYP) VIF VERIFY IN FIELD v W/ WITH BUILDING ENVELOPE LEGEND (COLOR CODED) DRAWN: NC °�y�P�"�;.R�Rcyi� WD WOOD WP WATERPROOF S�, COMBINATOIN SMOKE&CARBON MONOXIDE Q �� ✓ DETECTOR&ALARM MTD ON CELIING WRB WATER-RESISTIVE BARRIER CHECKED: WR ----- EXTERIOR WATER-RESISTIVE BARRIER- .G � SOLITEX FRONTA QUATTRO WIND/AIR TIGHT WRB (VAPOR NAPTAPE EN)-TAPE ALL SEAMS W/TESCON DATE: 09.24.2014 t}A �a" 01so" opt --------- INTERIOR AIR BARRIER- SCALE: NTS op NCW INTELLO PLUS/DB+MEMBRAN-TAPE ALL SEAMS W/TESCON VANA TAPE TAPE @ SEAMS&EDGES OF EXTERIOR WRB& INTERIOR AIR BARRIER PER MFR SPEC SYMBOLS, LEGENDS & MEMBRANE ROOFING ABBREVIATIONS EPDM SYNTHETIC RUBBER MEMBRANE Address: 1455 Narrow River Road Orient, New York 11957LA m Town of Southold COHEN Zoning District: /^ •/ R-80 HOUSE • 6 \ e County Tax Map No. ,// �� \• ` District 1000, Section 27, Block 03, Lot 05 1455 Narrow River Road / • Suffolk County Tax Map No. Orient, NY 11957 / i' \ 010000 ZONE 1000-27-03-05 a3 yN2 / X 00 \ \ Area of Lot: DATE REVISIONS �/ ® • • 14.5676 acres Win\ % am � ® ® \ \ 00001, 634,565 square feet 09.24.2014 FILING SET •/ �• /'/ // e / / e SEE PARTIAL SITE PLAN SHEET A-003 . &/ // 40, 00 0.00 .-00000saw ® \ °��P� / \ V v . ` . y�,•e' V oo� 0000o 77 4e ,PROPOSED FUTURE ACCESSORY \ d CAR STORAGE&POOL HOUSE s PROPOSED UNDERGROUND \` PROPANE TANK • I W _ - - L _ v ., V \ V � / / \ ®• d • STATE LAND OQ' \9�� / / I / ® I W YV _ Wvv w Y yVv ` ,eao • "0,0, t N . `• / c o Iw} �a EXISTING • WELL y� / ! I r v W • r�� -'• ��. / oma/ , .. _ ., .. > . _ _ ., .. _ _ • ��W� I I (DW� OUTLINE OF PROPOSED W RESIDENCE • 1y���4 ' � . a� \F'' I 1 O / I �c0ZONE� ZONE �0/ ZONE X AE AE7 V1 , �pW� O • ® d Q• (A I \ LL PROPOSED FUTURE0 10 •/ 6��P / POOL MIN. �15� \ ✓A` NEW WATER LINE ! �, NEPW SANITARY LINE INE& ,TIDAL SETICSYSTEM PROPOSED CONTOUR ` � WETLANDS EEXISTING CONTOUR ' \ yT / TO BE CHANGED\\• p � \\ // ` _ 1, • PROPOSED OYSTER SHELL DRI EWAYN _ y - ° 99 EXISTING CONTOUR ru y F _m TO REMAIN EXISTING TREE,TYP. PROPOSED UNDERGROUND OwI/ ELECTRICAL SERVICE " > -13 0�p W \ V W ` d • - " \ 4 1 1455 MARROW RIVER ROAD l TAX LOT 05) tiA / 14.5676 ACRES 1 el µ W v y d v w 634,565 SF A°e / 1 I • 1 , � tee• \ / I � I I � � � �. . - W . . , . v ` . , ==` . A . . YW . . . . . v . : / F7 11 0000' 00000 ••� e I �� . ` . 4 . V4VYyY s70 / // ',4.0-0o' 3J., -00oo\ .0000p .0000 l -.Ooo** / o/000-�l o .0-000 .000o 4 ; 00.00* No l0000 00000 / I �� RYALL PORTER SHERIDAN ARCHITECTS �A� /,/ e \ °° ./� RO� �� / / STATE LAND 45 WEST 21st STREET I 4th FLOOR °s KING P`� NEW YORK NEW YORK 10010 • // /' ` ^ �( ��� IN P (212) 254-1175 1 F (212) 254-1755 / N2� ,/ S / ® /./ \ / /� • // G� ® 1 • JOB NUMBER: 1311 TAw�s�w\ N // • /"y // / 1 DRAWN: WWR �P3+ S. RYq�,` �\ ® em� �� / ` /�' / ., / ..00-o' • CHECKED: WR v • / / 1 • \ o / /v® DATE: 09.24.2014 OA yik �a. 01y COP wo-o' do \ SCALE: 1/ 6 0 Q2 �` rl r W /o / 6 "-50'-0" SITE PLAN 1 SITE PLAN ,� • '\ �/ Address: -.0000, - / \ \ \\ / 145 arrow River Road Orient, New York 11957 COHEIM \ \ \ •/ Town of Southold / \ \\\ ` 0 \\ / \\ Zoning District: 0 \77 \ \ / \ R-80 HOUSE \ ` ' \\ County Tax Map No. District 1000, Sedt�'on 27, Block o3, Lot o5 1455 Narrow River Road Suffolk Caglnty Tax Map No. Orient, NY 11957 /•/ \ 1000-27-03-05 Area of Lot: DATE REVISIONS \ PROPOSED OYSTER SHELL DRIVEWAY \\ \ I 14.5676 acres \ \ 634,565 square feet 09.24.2014 FILING SET / PROPOSED FUTURE ACCESSORY \ \ I • \ CAR STORAGE&POOL HOUSE-NIC \ 1 / �s \•. PROPOSED UNDERGROUND \ I PROPANE TANK \ / i \ \ / --------------- ------------ \ \ I l i� ,, I W.4000, \ / / I I-ol / EXISTING / o / I WELL / I \ / y�W w ; DW OUTLINE OF PROPOSED I I \ / RESIDENCE � PROPOSED FUTURE I \ \ _• /\ POOL \ W W NEW WATER LINE / \ PROPOSED CONTOUR LINE / \ EXISTING CONTOUR LINE / TO CHANGE \ co I I \ I / 16 / \ DW NEW DRYWELL FOR RAINWATER RUNOFF F I SEE SURVEY FOR RUNOFF CALCULATIONS 1 \F dQ F NEW SANITARY LINE 1 F I ELECTRICAL SRVICEOUN \ F\ < % �\ '\ (780, `, \ EXISTING CONTOUR LINE \ F v/ TO REMAIN I \ NEW SEPTIC SYSTEM-SEE SURVEY FOR / \ \ SIZING&LOCATION. THERE ARE NO F KNOWN POTABLE SUPPLY WELLS W/IN 150 \ ' Y FEETLP 00 LP\ i \ j :.., / J771 ,/ E 1 \ \ :£ r LP ) E RYALL PORTER SHERIDAN ARCHITECTS I 1 1 1 \ 45 WEST 21st STREET I 4th FLOOR \ 1 \ NEW YORK , NEW YORK 10010 \ I 1 P (212) 254-1175 I F (212) 254-1755 1 1 \ \ 1 \ JOB NUMBER: 1311 - F.b DRAWN: NC CHECKED: WR / \ \ DATE: 09.24.2014 vi6°_110^ SCALE: '� �stl� �•�t�� � K,' PARTIAL 1 PARTIAL SITE PLAN SITE PLAN 1/16"= V-0" A402 4 1 COHEN A400H 0 sun S E / \ 1 / 1455 Narrow River Road . / Orient, NY 11957 / DATE REVISIONS 2 / ` 09.24.2014 FILING SET A400 3 1 2 1 2 A403 A301 A403 A403 A402 52'-61/4" 9'-4" 13'-6" ol 8'-4" 8'-10" 12'-6 114" / I / I / I / I / I / I MEAN GROUND LEVELS -------------- ----- ----- -------- 11'6" ; E2 I 3 j A400 U P w 2 10 R w-2 E1 I I � UP 10 R I 6"EA. ', II FF ELEV. co 16'-6" � I I i s-3l I W II D I I B2 I II I I 10'-0" 4'-2" 4'-6" 3' 8" I 6'-.4 I 1' 10" 8'-0" I 2 I -11 4 I S-a I A300 UTILITY WC 1 02 CL. ENTRY 1 I I o BEDRIVI 1 03 0 01 G-1 I 1 I S-1 I E2 7 i A301 FF ELEV. 3._0.. I 1 3'-0" 16'-6" I I 4'-8" R.O. 4'-8"R.O. 4'-8"R.O. I 8'-0"R.O. 9T Q 13"EA=9'-9" T I ► II I III 2 � G3 III s-3 � ----- ----- I ° I (I C 2 CL. (!)4 E4 �E4) E3 1 0� °� IfI sa o 06 n n n j 1 III `° E5 ° MEAN GROUND LEVEL A401 I O _ I I UP 10 R n I l l I 3' 0" @ 6"EA. 11'6" I $ III "' I F 717 a s B4 B3 �----- ------------------ ------ ---- --------� ; g 3 ' 2A _ § 8'-10" 5'-81/8" UP 10 R 3 1 2 BEDRM. 2 -------------- o A302 A300 A302 —————— o - I I E1 RYALL PORTER SHERIDAN ARCHITECTS OUTDOOR RAISED GROUND W2 2 I I 45 WEST 21st STREET I 4th FLOOR 16'6" A401 I I NEW YORK , NEW YORK 10010 I I P (212) 254-1175 I F (212) 254-1755 I I ' I I I JOB NUMBER. 1311 E p ._., G2 I i I ENTRY&GUEST LEVEL e� �� S. R 4 y�� I I I I I DRAWN. NC P 3 w 11 F 2 I FLOOR PLAN KEYNOTES ? �� I I I I 1 Custom wood bench I I I 2 Outdoor shower CHECKED: WR " I I 3 36"high metal railing C@ retaining wall I I 4 Horizontal wood siding on 2x4 supports @ outdoor storage 0 DATE: 09.24.2014 '�� e• 015 Q / 4 I I S 2 I I 5 S-2 Sand set paver,typ. F o I MEAN GROUND LEVELS I ( o I 11,611 I I 6 Wood platform stair landing on sleepers over gravel F w E� I I I ( 7 T-0"W X T-0"H access door CC crawl space storage area SCALE: 1/4"=110" - ---� I I I I I I � ENTRY LEVEL 7'-0" 2'-0" 1'-6" 22'-6" I ol 2 i FLOOR PLAN 1j T-0" R.O. 17'-6" I I ENTRY/GUEST BEDRMS./UTILITY --------------------------I 1 1/411 = 1'-0" LIVING& MASTER FLOOR PLAN KEYNOTES A402 1 Custom wood desk 2 Wood trellis above A400 CO COHEN 3 Gas stove 4 Open to shower below&skylight above L9 ----- L8 HOUSE 5 Millwork:Finish plywood desk&rail @ 36"AFF (0 6 Millwork:Finish plywood bookshelf to ceiling 1 1455 Narrow River Road 7 Millwork:Kitchen Island Orient, NY 11957 8 Finish plywood shelves&clothes rod 9 Kitchen cabinets to ceiling 10 Zero clearance fireplace w/glass door ....... . -------- . ........ DATE REVISIONS 11 Exterior fireplace(P screened porch 2 ............. 09.24.2014 FILING SET A400 --- ------------ -- - E2 -- ------- - -------- O (L3 -------- 3 1 2 1 2 . . ...... ....... -------- ------ ----- --bECK A403 A403 A403 2 .. ..... ------- ........ C'D ---- ------- . ...... 7 ...... ------ ---- --LIVING/DI.NING CO - -------- ----------- lx� S1 V 52'-61/2" - - - ........ 9'-2" 7'-0" R.O. 6'-8" 8'-0" R.O. 12'-6 1 7 o' lo CO R Ci CO -------- 10 o - Ll 0 L6 9712, .......... 0 MEAN GROUND LEVEL � ------ ---- 11'6" O ---- ------ - ---------- ----- ........ ---------- 9T @ 13"=9'-9" ---- -------- ----------- .. ................... ..... --- ------------ r3 C? 0 A400 M1 DN 10 I FF ELEV. @(Y EA. 0 -1 M2 CC) KITCHEN I [b7] 4OPEN TO X N, BELOW 0 WC 3 9 c ------- C? 0 L3 �0 o 0 C2 CLOSET I oMASTER BEDRM STUDY PANTRY I 12 11 10 �3- REF. I Ll I L 6 12--3" 4'-7" 7'-8" 8'-0" 3'-4" 21-6" 4 3'-6" 3'-4" 2'-8" 3 C\j FF ELEV.OIL 4--2" C? (0 26'-8"\-w � SKYLIGHT C? �D DN10R1 -co �'.,ABOVE, @ 6 1/4"IEA. LO Lp C\j I f I I I -01 I Liu ----------R ---------------- co "J 02 : C? C\j 2'-5"R.O. 1 V-1 R.O. DN 1b R - O 0 C� 04 M4 MASTER BATH... -4 > --------------- --.:._......--+- ............. 0 0 U 0 M5 I RYALL PORTER SHERIDAN ARCHITECTS Y 45 WEST 21st STREET I 4th FLOOR — -- ------- 5'-6" 6-13" 4'-2" C? 13'-10 9'-3 1/2" 9T @ 13" 9'-9" �'-i 1/2" NEW YORK , NEW YORK 10010 I? P (212) 254-1175 1 F (212) 254-1755 �0 C9 0o9 37'-7 1/2" II — — —————- I—=='___ JOB NUMBER: 1311 2 A419 0 A401 C= DRAWN: NC —____--TERRACE__ MECH. I I CHECKED: WR C9 OP I SCREENED PORCH DATE: 09.24.2014 NEI 9 1 0. 0 1 SOO 7- Orr C* -4 SCALE: 1/4"_7'0" ——————---——— ————— 2 4--10" 6'-2" 61-61[ LIVING & MASTER LEVEL 01 FLOOR PLANS I? 17'-6" LIVING & MASTER BEDIRM. LEVELS --------------------------if--------- ------------- -------------------- ----- t 1 1-011 L—————---—————————————————————————--——————j . 1 22 S" A402 4 1COHE14 A302 A400 HOUSE L 1455 Narrow River Road A302 Orient, NY 11957 7 / DATE REVISIONS 9DA400 >� / 09.24.2014 FILING SET 1 / / 3 1 2 1 2 / A403 A301 A403 A403 A402 / co S( / / co / `b / <v 22'-10" 29'-81/4" O'; ! 2 / I I I I � I I I I I I 3 I A400 13 I I 12 8 4 I — I i 1 O e � � A300 SLOPE 1 1/2:12(12.5%SLOPE) a _ N, Uj} SLOPE—2 1/8:12(17.8%SLOPE)co J ' o � I 2 1 I � I I A301 � i I o_ I � I 1 I I SLOPE 3/8":12" SLOPE 3/8":12" 4 � I F 77 I e i I �. j ILn ` Lu : I r--------------1 01 8 A302 A300 A302 L-------------J ya I I \ RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR O 6 i NEW YORK , NEW YORK 10010 R (212) 254-1175 I F (212) 254-1755 I I I I I JOB NUMBER: 1311 2 I I ��AEm �qqe S. I? A401 DRAWN: NC c� co I ti I I � ROOF PLAN KEYNOTES CHECKED: WR 1 EPDM synthetic rubber roofing membrane I ° I 2 Zinc coated copper drainage gutter DATE: 09.24.2014 S9 015�a� ow NEI SLOPE 1 1/2:12(12.5%SLOPE) 3 3"leader to drywell ¢ 12 I 4 Cricket to direct water to drains/gutters 0), N gW '40 5 Metal chimney flue SCALE: 1/4"=110" 6 Concrete chimney with steel cap above,slope to drain 7 Opening to exterior below 2 I I 8 Parapet&continuous aluminum drip edge I 9 Skylight ROOF I 10 Roof drain w/overflow to drywell 11 Drain(below decking)to drywell @ Master Bedroom deck PLAN (lower level) w` I 12 Line of structure @ roof overhang 13 Jog parapet @ extended drip edge 0OOF PLAN L------------------------ _�1�/411 = 1'-0" 21'-8" COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 DATE REVISIONS 09.24.2014 FILING SET I I SLOPES- 1{ I DOWN $ f OPEN Yd rLG OF € /loA CB I / FLOOR ABOVE ( % joA ` - 0B CrA 10A A NOTES: 1. CONTRACTOR TO COORDINATE FRAMING WITH 1� 0 SIZE OF LIGHT HOUSINGS A RYALL PORTER SHERIDAN ARCHITECTS € / 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 / P (212) 254-1175 I F (212) 254-1755 / ,JOB NUMBER: 1311 y R DRAWN: NC • CB i I (CHECKED: WR II '~ OA :Oq j,pq DATE: 09.24.2014 \ ' C) SCALE: 1/4"=1'0" . - \ �A ENTRY LEVEL RCP ni � 1 GROUND LEVEL RCP 1 1/4" = 1'-0" COHEN HOUSE ".. `. 1455 Narrow River Road ~ Orient, NY 11957 - \ DATE REVISIONS „.,,, "`"-- ---- \\�j 09.24.2014 FILING SET I S�O/'E p0 S 1 ~—. &/Vi I l a� r j I , '� :,:.i ``~.,•... l SEG �- /J '" . SLOPES DOWN 0SWITC H @ OOR BEL[W B iE SLOPES OB >> \ I DOWNLL co in G(B F o ,LOPES 0 z 0 I \� / - - � DOWN J ) / i / _ 0m08 1 ' —7 ( g SLOPES DOWN 3 _ 6 . 'a3 — .� ,. NOTES. i \" 1. CONTRACTOR TO COORDINATE FRAMING E \� WITH SIZE OF LIGHT HOUSINGS RYALL PORTER SHERIDAN ARCHITECTS 1 ` 45 WEST 21st STREET I 4th FLOOR \ '01 NEW YORK , NEW YORK 10010 ' 1; -0 P (212) 254-1175 1 F (212) 254-1755 -- TIL-L : / A / JOB NUMBER: 1311 ARC R \ / \ DRAWN: NC l \/ CHECKED: WR r�1 DATE: 09.24.2014 9 10 015 SGP SCALE: 1/4"-1=0" II SLOPE DOW \, j — A MAIN LEVEL RCP COHEN 1 11 11 HOUSE 1455 Narrow River Road ---------- ------ I I I.I1 . ::�tI;.: iii.:I�� i::: -�i�.�:.t. �. :::iIiiiiiii z::i.iiii4 :z;:i:t:� ;;t:.iiii;I tI..::: 1:1�.:---q:::..I:. 'II1X-I.-1%1:I1-:.-"��"-:--.":"-'-�..--:�-1I�.1���-""1%�,� [�" Cg .'.<,"��—..'I��.-1-.�1..'-�.1..--I--..-"��.'1>�.'.-.'.�;'%,.�',""�,''.'11I 3 Orient, NY 11957 �_ _— —_-------- ------ ---- ---- -- ------ MASTER BEDROOM CEILING . : i ' 20'2" `' -= 4 DATE REVISIONS . 09.24.2014 FILING SET -"" _- �"y `; r --. . .t M5 . — . --- -- —" W4 -1 �- - -- < ,""M -, :� �= > 1, t : ; ' = - _a ,., % 1. 1.1. o 1 %. M7 M -; C 8° I W- 3 �/I I` I .� �: 1-1 I :: M1 1i , � I', 1- °''s`' — " . I I• :1 j• t(° P . 1, '__ W �- _ __ L11 f MASTER BEDROOM FLOOR OOR — ———- ---- �„ `— — r �_�` -- — rF.... ' ". L 10-2" C Uu,"-*".0B ., l 'E L GUEST FL OOR CEILING �-� i aT� L � -- j ——- -— -r- L i1. : I � , I I , = \ — N . i. l� °- 11 : �, . �' .. <,'j' �. . 5't �`°:, I'. . {' _ MAIN FLOOR -———— —— - _— - - ———————————————— 4 E4 L3 2 E4 sp" �__/ - --- - - - - - �� ... . \ \ o i : t; ! I : '. ;. I . tt: d i. l,; I i �.1 t'.i , L'�:t',. :ii t: 1M-4 ---- 1 , r ,t ^ 1 Irl 1: a P.i I : ' alt! tt. is : ! 4 I•, i 'I Ilii : P : t•"t t €.;i 1t I. l ti' t's I s.., .r isa,t , -- — V 1 li ' t: 1 ;l �:� I V 1% ' ' �i ! , -- -- -------- ----- ---- GUESTFLOOR (+16'-6"ASL) I p„ •� I EC I` I t o �'.i I : , .�: : �, ; is , ;iti': .':1i'.1.� , ►1 1 `:� I`':i ,aI ai: y ,t ;•,f l ti} ;l i t:ii•, ;71'•1,'d ki: f ': I :1: I t : I:I :l I Itl1: t l:'I l 1, 11 :i ;i1; 1:';1rt1 E i:� �;i I / :.�: : ; 1 i iir( 'i` 1 :!1`; rt;IjII 1:i;; ? :I:E :E 1 tEdi : i:iE: E I::I::r i it•l :Ii i r'r. • i E' '• ' I � 1:'I :: I: : -, 11! �`' ; I: :1: �' P f 11.: ::I': : : 1 I;�� 5.p.. - i. i J MEAN GROUND ELEVATION i 1 SOUTH ELEVATION 14 =10 ELEVATION KEYNOTES 1 Mahogony pergola Q master deck. 2 Custom steel chimney cap 3 Exposed structural steel beam,painted 4 Exposed structural steel post,painted 5 Exposed structrual steel C-channel,painted 6 Wood bench on steel support fins - 7 Exposed concrete pier - 8 Exposed concrete retaining wall 2 3 MASTER BEDROOM CEILING OIL 20'2" 4 __ __ __ CB 0 3 -, ,.; L L3 L :`2 .'�X'�....%"�'.��"'.'.�.�' I'I., ".'��"�".'."�,� . ......... "I",�*1"',�"�,��... --.... L— I I 3 3 L 3 r �%'.�..�� -11— �'.'.'.".%". "�'�'."""' '..��1111�.�11'��..%'�%%%� "�""'� ��"'."�."��-..' �'%"%'�%"�'�"�"�.....�'� i --� I '� I F] 111"�' " �'"'' " , s F � C L4 _ I -- - — — a MASTER BEDR M 00 FLOOR I i 1 0'2 i, s : Y M-1 L 6 L7 f GUEST FL R �:�.":: 00 CEILING ) L2ft, r -------- 9.p.. l I-11., .. N i �.;,; W4 W4 O I � VEII� RYALL PORTER HE D S RI AN ARCHITECTS q C S MAIN FLOOR ---- I ill — .1—.... 'V' I'll --� ------- 45 WEST 21s TR —� LZ) t STREET I 4th FLOOR -- 00 5'0" NEW YORK , NEW YORK 10010 - 11 =�=' 1 AL ----------------------------------------------------------- ----I ...-. .. ........I I I 11L- - -- -------------- 5 ., .: .. .. - - . 1. ,- . • -. -- - P (212) 254-1175 1 F (212) 254-1755 0 1. . , 6 Cn 8 7 ; . . JOB NUMBER: 1311 1 �-� g5G1� -� 7 GUEST FLOOR (+16'6"ASL) �5 - � (y\ W-4 EC% : ,�, I I . i .. . ' I. �' � ��� p DRAWN: NC 4>I I ,\����M S. RYq/� �,� i. 3 i + I : 1 <:�EC s:`...; , d I r'1 E :1 :E. I t :E I : I:I i 1 E: ; .dt. 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't I I ,��." � , i \ � : ,� �� Z� , I � I . , � .k,':� I , ,�, MASTER BEDROOM FLOOR�, I , � ',"� b i ; 11 1� , z,', I . I I b 1 I i � I : , I ,� , ————— ——— — . i : . b b . I . . I — —— \ �­,," ", � i , �:� �" � I : i i 10'2" � �,\",,,�, I � I I I ; : i 1 : GUEST FLOOR CEILING -',�," J . I � I 1, �-� . . �, , , I , � : `-1 , ---- —— --- , - — --------- ---—�, ——- : - : .. — i t ---- 11 ,� , , � I �, : ; : I I I ! : I I i i 4 I ---------- 4 I ! i 4 I . 11 ,,,.�,,, i, � I � : , I I,, — : ; ,I ,-'� i , J - , , ', z i ! I I- �, 1 1 : ; i . 1, I F I 11 1-0 . : i i : I V � . ,,I, I I I � � I i 4 ; : "I I �,. . i : : . i = I I I . : 1( . � I I , ! � : : \ I : t : : : "'I I" : : a : : ; : � : : t r 1 t : � : i . " � .1 : : r . I i : i i : : C� "" : : i : . i : � I i : : : . . I i : ; I : : : i : : ' � —I L - E i t t : i : t t : : : t : : I ; ; \ . : : � : : I b I . b b t b t : i i ; I, . b : : I . b : i i : , 1 . � I t i : i b : ! : ; . : : i : : : � : t t : 4 I t : t ! I . : : t : : : i : i i r i I I : t . . . 4 : . : : . t : ; : I 1 : : : : : i . . I� i I 4 MAIN FLOOR OIL N : : - -1 8 , �� -r 5'0"' . 7 i i b i : : : 1 � : : : ; ; � : : i I i : : ; , . : i : i z : I I i : ; . : : : : i : : : : : : : . : i : � i : I: : : I �,I 1: . I : : : ; . . : i b . i i z z RYALL PORTER SHERIDAN ARCHITECTS : ; I : i : : . . i : : i : : � � - i : : � . . : 1 I i . : I : I i � . : : t I � . �N� I: IIE �'.--. .' 45 WEST 21st STREET I 4th FLOOR =.�11 ;lj �:�i :�/ 1! � 11 ;' I I :,V � I:: , : 0� :V1 i I�I..,I IjIJ� IIbI I �Ijl ; ,�jNEW YORK , NEW YORK 10010 , I I I , ; �. . I I I I : : � I . . � I : � � 'I�;�.� .I ;i, ! � �1�,,,I ��I�,, : I �I . I I, !, � . " : , , I P (212) 254-1175 I F (212) 254-1755 ----- GUEST FLOOR (+16'-W ASL) JOB NUMBER: 1311 ----�-- L.v ,�,C-*-�--- e-�--��7- \;�' = I k Y,j /,>,.\\ I ? DRAWN: NC iz ,ta\',.. b I I,�, Q �,,� ., . ^ I — -- I CHECKED: WR b I ... ) MEAN GROUND ELEVATION 4 � -ZI.. � -5-0"'f DATE: 09.24.2014 $A 0. -,.,....- Ivu . ..t Or N 1EVI .40 SCALE: 1/4"=I'0" 1 1 1 1 EXTERIOR ELEVATIONS EST ELEVATION 1 2 1/4`=1,0" � i i i I i I i i I - : : i i I : i : : : : — I : : : : : i : : : i : : : : ! I : : : : : : : : : : : : : i ... -�- I ---� I -��- ----� i , I , I . . —<�� 7 � ----�) z : z i : \ i i i : : i i : : <�>i i i I t . t : : t . i I t � i : : : i . t � 1��� t : : i , I , : : : : : : ; : : - ; ; 1"', 11111" ,\ 1� I I - t , - t i I i , z ! F i i i - ; 1, . : ��\ : : : t : t t i I : . ; : : � : : : t ; t b I ^ AOW& I __j - - ---- -- ---- -- - � --- ------- - - - - - - - - -- 1 . COHEN 11 HOUSE 1455 Narrow River Road Orient, NY 11957 MASTER BEDROOM CEILING,� I 1 - *I- 202" � �.. ] -------L-�-- I LZ I I — � II I I � II11 .' .%"-....:'I'.. I I— . -- .— II' :.���' '!: I. .� .,' �- -�--t --- -I:- ...!� 1:. 1 �I 1; — -----------=-L- -r - ) - — � � J � - DATE REVISION S C3 09.24.2014 FILING SET 2 1.� .. .... - ° �� 0 ---- ,,-- - ,�- �I...I � II ,, " ,' �' 1 .. , :: b ]-, . :', ., . I I.D iI . eM-1 I�EM1 -,:, M1 :1- I .. .� ' ..��"I.'i! ��L9 '!� ::: MASTER BEDROOM FLOOR 1i :� I. 40GUEST FLOORCEILING ``.'. 901, =Citi I."'�I .,,, < I ' , ,, :� -i --- - - MAIN FLOOK I 5.01, ? .. .. 4 o 6 GGUEST FLOOR (+16'-6"ASL) O" I .I I ED : III[ I /., I ,/"j I1"I . -/�; I 1il I �`I . Ii I :/I: I I :1I. i /:,; I11I "; � il� I ! i II TI I , I � - ."� i ' I- � I : P' � /, , I 9�/:,I II- 1�1: ' I11i +) 11I: jl :1 . ' -]� /� . I i 1 ; r � 11 �i1;�j �l ! /� I :'� "/'� I ; I "� 1 � :11:/: II 1I Ib"� I ! : " : ' I II / I1: I ' 1 � �; 111 [ I 1: !�1. , , I �; I i ; :1I:. � I I I1�1 /��l "It4 �I I. Ii� � %:�I il: I: ;� ; ; 1 �1" 111 :IJ.: I , : /: I : 11 Iii ' �' r I , f "'� I ;1 - ! !' �I 1:It I 1��!�;l t .k I '� '' ' ' � '�' : ' V':1: : I :I 1:p f, . .�' I � , 1.. /,1� ! V:I :j: i: 1:1 ::111 , f1, i � � � 'I ' '; � � Ii:1 ! , /. ! �lIIt ;1:1 :` I � , i 1 'I , I !i I � 1' ,: t'i � 0 I / 1 i H Y "I Ii ].1 MEAN GROUND ELEVATION -5V ���THWEST ELEVATION WEST ELEVATION =1� jj�= ELEVATION KEYNOTES 1 Custom steel chimney cap 2 Exposed structural steel beam,painted 3 Exposed structural steel post,painted 4 Exposed structrual steel C-channel,painted 5 Wood bench on steel support fins 6 Exposed concrete pier - 7 Wood framed insect screen 9 window 8 Wood siding screen wall @ mech equip area spaced to allow required air circulation - 9 Screen door @ porch 10 Screened porch enclosure:M-1 insect screen on 2"x6"mahogany framing w/1/2"thick facing cap to secure screen. � i i:- --- — —----- ----------------- --- . — ' IiL `- 1 : .-I :: 1 I - : ?)) M- -A�STER BEDROOM CEILING. 20 2' : ! 2 8 ---- . ! - III - II� I7 , 0"I' I�l, I , 7 ,-. I-i - 1 ,1� .1 " '.7 � I.� " : 17 i1 11 --1 I�II t� - , -- ,- 1 1� �1 —I O ' \�I1II�i",I;.III ' .' .Mk"- . " ,. ...''I—, 1I t SEE SECTIONS 1i I ! i,I � t W-3 , [ , � i I '-- ! j -----------� MASTER BEDROOM FLOOR 1 I t GUEST FLOOR CEILING� 1 --"- . ;, 9101 � N RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR1 I0 NEW YORK , NEW YORK 10010 --- ---— -- — — �-- ----------- -- 4 —L— ---- I ------- --- IN FLOOR P (212) 254-1175 1 F (212) 254-1755 5 -------- 5 0t — 4 i MA I . — . 7 ; I i t I I JOB NUMBER: 1311 " -I If- ' -- N — DRAWN: NC I �. kYj�,)/ �\' GUESTFLOOR (+16-6-ASL) 0� CHECKED: WR * 11 "' . I I . I 9 DATE: 09.24.2014 1;k 0. ( 150R� I � .1l .I I � , : I I �11: I,I�1iI; `./'I [! , " l�, I " I1: iI: II �11 : .� 'i ,�:, ,1 I I 1 � : I �� 1, ' jjJI . /'l , I NL k : 1.' ' 1:�I j 11:1: Ili f 1: I:/� 1, �/;�l 1I::� 1� - k� I t � J1i1I I :j: t' 1:! iv I I .Ii,/", - ':.1 , :! 11; : 'TI I [� /!I : I V :Ii � I � IiIiR ,I l III i "7!II � i : 1 , IC I I' "1�1 SCALE:I. Ir :: ; 1 �I �! 1: Il : "1 I 1" i I "I 1 �/, ,1 ' 1, Y1 �.: 1: 1I / I 'I�I ':f : :I �- � 1, � " �: ! I I1 -�1 , , 11MEAN GROUND ELEVATION 5vEXTERIOR F� T� LEVATIORARNORTH EAST ELEVATIONS , =� = _ I I , I I I I 1 COHEN 1 -620 -621 HOUSE 1455 Narrow River Road MASTER BEDROOM CEILING Orient, NY 11957 _ I 2 DATE REVISIONS —— 09.24.2014 FILING SET CD I o � — 2 � — — 3 -620 -621 3 MASTER BEDROOM FLOOR 10'2" GUEST FLOOR CEILING 9.0.. -620 -621 w Cn MAIN FLOOR I I I I I I I I I 3 4 -620 -621 GUEST FLOOR (+16-6"ASL) W - 0 MEAN GROUND ELEVATION _. - _.... is . I i _.. . - -'; . _ - i : BUILDING SECTION KEYNOTES iG SECTION LIVING/DINING SECTION 1 Zero clearance fireplace enclosure,metal framed tile& 1 LIVING/DININ2 - GWB finish. 2 Dropped ceiling @ living room. 3 Wood counter/rail supported on 3'-0"x 8"x 1/4"steel fins @ 4'-0"O.C. 4 Millwork: Desk,finish plywood. 5 Millwork: Kitchen cabinetry,integrated appliances (refrigerator,ovens) 6 Single panel sliding glass pocket door. 7 MElllwork:Shelving,finish plywood. 8 Line of exterior utility ceiling beyond. 9 Wood stairs with steel stringer. 1 626 - -62 --------- 3 --------- --- i � � MASTER BEDROOM CEILING —— -62 , —— — 207' l o WT 1 7 I 0) r 2 i -626 F l d : J __j \. i --- Ste• ___ __ ___ __ __________ OOR MASTER BEDROOM FL j ) ' s ---- \ -- --- -- —4 W4 -� -- I T---- --- ---------- ---- 102 GUEST FLOOR CEILING 9'0 - J , 2 I " -A C� -62 t 8 t ., MAIN FLOOR IRYALL PORTER SHERIDAN ARCHITECTS 11 5'0" 45 WEST 21st STREET I 4th FLOOR I NEW YORK , NEW YORK 10010 ---------- --------------i 9o R (212) 254-1175 I F (212) 254-1755 I I JOB NUMBER: 1311 GUEST FLOOR (+16' 0..6"ASL) — --- ----- ---- — i - - _ _ ---------------------- �' ftBDq C DRAWN: WWR wb`g�\P� S. R ti�C I I :I: IE I:I ifli t I il'. j•I ja i I - � � ._.- � , � _ _ .- ,- � .. - _ _ , .- - � ,_, - � - •, � CHECKED: WR f r . l _ S 1� �I �� I•I •II� 1 1• �. �'' I�•�I . i'i. ! � Irl'� FI I tilillr ' �#fil f1: 1:1E d t E :l�'• : I�I ' I F�I I� I�1 ill.' ! ':�;; I IC�1�1 ' 11'• 1 i ( - _ ...� / Ii t :1'.I ilililil ;til E li IEiili ':Iiill i;l;!It ' ql; l I ! ' I 1 � li i I�I; - - - Gi��_ d► i� DATE: 09.24 2014 j - M EAN GROU N - OU D O o A 9 0 50 015 _._ - - - - _. . _. -. _.. I � O I 00, W _.. .. .. ...... --..... . .._. ._ _.. ..........._ : ..._... .. _ _ —........ I NE SCALE: 1/4" 10 F\\\- EAST-WEST BUILDING SECTIONS 3 LIVING/DINING/ENTRY SECTION A400 8 COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 MASTER BEDROOM CEILING OL 20'2"'�' DATE REVISIONS 09.24.2014 FILING SET . .............. ILII F 7 L—j" \\11 IL I I MASTER BEDROOM FLOOR OL 102"\'�r GUEST FLOOR CEILING,.k 9.0 N 10 MAIN FLOOR r2 rIj If lil GUEST FLOOR (+16'-6"ASL) ............... 01. .......... ............ ............. ...... 7 3 7 l is L0 Ili I 0 MEAN GROUND ELEVATION ............ ...... ..............- BUILDING SECTION KEYNOTES 1 Furr ceiling 9 kitchen. 2 Single panel sliding glass pocket door. 3 Wood stairs w/steel stringer&steel railing w/cable guards(9 4"O.C.vertically. 4 Crawlspace. 5 Millwork:Cabinetry/closet,finish plywood,stainless steel hardware. 6 Millwork: Shelving&stainless steel clothing rod @ master closet. 7 Screened porch enclosure:M-1 insect screen on 2"x6" mahogany framing w/1/2"thick facing cap to secure screen. 8 Skylight MASTER BEDROOM CEILING N 20'2" 3 F. -62 0) j 77 A MASTER BEDROOM FLOOR, , GUEST FLOOR CEILING 910.1 MAIN FLOOR RYALL PORTER SHERIDAN ARCHITECTS 5-0" 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 r2 P (212) 254-1175 I F (212) 254-1755 \,A -623 JOB C? JOB NUMBER: 1311 GUEST FLOOR (+16'-6"ASL) 0., DRAWN: WWR RYq�y�r S LO CHECKED: WR ............ .... ......... ............ ................ DATE: .............. 09.24.2014 MEAN GROUND 0 ELEVATION \ -5'0 SCALE: 1/4"=1'0" N E\N 40 PORCH SECTION EAST-WEST BUILDING SECTIONS A' 401 COHEN 1 3 5 HOUSE -624 -624 g -624 1455 Narrow River Road Orient, NY 11957 ----- -- ---- -- -- ---------- ----------- -- -- ---------� ------ MASTER BEDROOM CEILING gL 20'2" I I DATE REVISIONS k k 09.24.2014 FILING SET I I 0 • i� I WP-1 O r , / r —— MASTER OL BEDROOM --- OOM FL — / FLOOR 8 1 \ 4 — —— GUEST FLOOR OOR EL — -- C I ING 1 / r __ r g 9101, -__�"---- - --- ---- -- ------ -L-- ------- ----------_----------__-------- l`• / - I I r / -62 6 - LD2I 1 r l r li \ I I \ / -6 24 r — --- _ ------- MAIN FLOOR I I F k• II O -624 GUEST FLOOR (+16'-6"ASL) 6 2 0 Cn MEAN GROUND ELEVATION _ 50 __ .. - . _._... i i , : : 77 : BUILDING SECTION KEYNOTES 1 SECTION @PORCH, KIT HEN & LIVIN /DININ 1 Millwork:Kitchen isalnd,finish plywood 2 Utlity space enclosure 3 Crawl space access door,weather sealed&Insulated, T-0"x 3'-0" 4 Steel post,see structural. 5 Millwork:Shelving,finish plywood 6 Concrete pier,see structural 7 Screened porch enclosure:M-1 insect screen on 2"x6" mahogany framing w!1/2"thick facing cap to secure screen. 8 Line of wood counter/railing supported on 1/4"thick steel fins @ 4'-0"O.C. 9 Custom steel chimney cap,galvanized,painted 5 -------- -_ _ l� T --- __' -- ------------------- — ------- — ------------------------- -- 600 MASTER BEDROOM CEILING -i - 202" o 7777 7 :• ., MASTER BEDROOM FLOOR F- /� --- -- -------------------------------- ---- -- 10,2„ -- ----- --- ----- --- --------------------------------- GUEST FLOOR CEILING N ;..._ vv� MAIN FLOOR RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR o NEW YORK , NEW YORK 10010 P (212) 254-1175 1 F (212) 254-1755 - 3 ————— GUEST FLOOR (+16'-6"ASL) J _ _ . _ - K17 ------------------------------------- — 0'. JOB NUMBER: 1311 _ _ Y . ; f _ = •~ EC o DRAWN: NC RYq Cy�� LO _ - - - CHECKED: WR �! _ - MEAN GROUND ELEVATION T a: ....... .... ....... - hill - - -5'0" DATE. --- 09.24.2014 _ _ I 1. I. _._.. AO , - 015 f 9 OPf 1 SCALE: 1/4"=1'0" Op IVEW L NORTH-SOUTH 2 SECTION �@ STAIRS & PANTRY BUILDING SECTIONS -625 COHEN IA�2 5 HOUSE MASTER BEDROOM CEILING,�, 1455 Narrow River Road Orient, NY 11957 Li DATE REVISIONS S 09.24.2014 FILING SET 0) 2 -62 ; r MASTER BEDROOM FLOOR 101211 7� GUEST FLOOR CEILING 9101, N MAIN FLOOR 3 \(D \,A-62, �A�2 5 ...... T GUEST FLOOR (+16'-6"ASL),,k ...... ........... ..........- ......................... 011 ............................. -------------- :�..... . ...... IZ4�1 O I L0 iYEAN GROUND ELEVATION --------------------- -6 0" .......... ............ ......................_..._ » BUILDING SECTION KEYNOTES 1 Kayak storage @ crawl space. 2 Millwork:Cabinetry/closet,finish plywood doors&shelves w/stainless steel hardware. 3 Mahogany pergola(P master deck 4 Custom entry door w/custom screen door 5 Millwork:Finish plywood shelves. 5 -626 -60 'A�26 5 3 -62 I n V A MASTER BEDROOM CEILING,�, r4 �A�2 6 7 77� A 0) 2 4 I 6 62 -62 -62 r I <�4 > r g a -- MASTER BEDROOM FLOOR, 10-2" GUEST FLOOR CEILING 910.1 LO RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR MAIN FLOOR NEW YORK , NEW YORK 10010 P (212) 254-1175 1 F (212) 254-1755 JOB NUMBER: 1311 LO E D AH DRAWN: WWR Y41 . . . . . . . . . ......... .......... ... ..... GUEST FLOOR (+16'-6"ASL)................. 011 ................ f CHECKED: WR 7.;L X ................. 'X DATE: 09.24.2014 q do a0 .............- 140 ry oil '4 MEAN GROUND ELEVATION SCALE: 1/4"=1.0. ................... ...............-... ........ .................. .............. ......................... ............ .............. ............. . ........... ...................... ........... ................... ................. ...................... ........... .......... ........... . ............--------- NORTH-SOUTH BUILDING SECTIONS 1 SECTION @STUDY 31/4 SECTION @ MASTEIR BEDROOM 4 0 1/2 POLYISO COVER BOARD COHEN MEMBRANE ROOFING HOUSE 2X PARAPET 1455 Narrow River Road ALUMINUM DRIP EDGE Orient, NY 11957 VERTICAL WD SIDIDNG RAINSCREEN ON 2 LAYERS FURRING STRIPS EXTERIOR J2" DATE REVISIONS WATER RESISTANT BARRIER SET _-. _.,. 3/4"PLYWOOD SHEATHING �, T + RIGID INSULATION 09.24.2014 FILING e a 2X6 STRUCTURAL STUD •:� �;'.� ;Yr � , MEMBRANE TAPE PER MFR. ` ' ' 3/4"SHEATHING y\ BLOW-IN CELULOSE INSULATION 4 2X4 INTERIOR STUD AIR BARRIER ELECTRICAL CONDUIT CAVITY INTERIOR WATER RESISTANT BARRIER Z2 DETAIL PLAN SECTION — DOUBLE STUD WALL NSOULATIONLLUSLOSE 3/4" PLYWOOD SHEATHING -0" AIR BARRIER f 3/4"VERTICAL WD SIDING \ RAINSCREEN Ar000 5 DETAIL SECTION — EAVES 11/2 = 1 -0 MEMBRANE ROOFING 1/2"POLYISO COVER BOARD 3" RIGID INSULATION BOARD T 3/4"PLYWOOD SUBSTRATE - BLOW-IN CELULOSE INSULATION WATER RESISTANT BARRIER / \ VA BLOW-IN CELLUSLOSE 3/4" PLYWOOD SHEATHING 11 7/8"TJI -SEE STRUCTURAL \ INSULATION AIR BARRIER ' 3/4"VERTICAL WD SIDING �' - AIR-BARRIER ELECTRICAL CONDUIT CAVITY =�,;- RAINSCREEN - - - - - - . 5/8"SHEETROCK MEMBRANE TAPE DETAIL SECTION — ROOF ~, 3/4" PLYWOOD SUBFLOOR 1 1/211 1 1-011 6"CONCRETE STEM WALL \ RIGID INSULATION FINISHED FLOOR 3/4"PLYWOOD SHEATHING ALL-SEE - - -- --- CONCRETE FOUNDATION W \ STRUCTURAL DRAWINGS BLOW-IN CELULOSE INSULATION u DETAIL SECTION — STEM WALL »:,g_� STRUCTURALJj S \ 6 . a .. . DETAIL SECTION — FLOOR v NE 3 Ma_... CONTINUOUS DRAIN BOARD RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR DAMPPROOFING NEW YORK , NEW YORK 1 0 0 1 0 P (212) 254-1175 I F (212) 254-1755 GRAVEL - w- n\•� n J fs- 1 JOB NUMBER: 1311 WASHED GRAVEL SURROUNDED BY GEOTEXTILE FILTER DRAWN: NC S. RYq\y/ \\ FABRIC CHECKED WR n, < 4 POURED POLISHEDCON�CRETE DATE 09 24 2014 3/4 PLYWOOD SHEATHING WT �`'�°• 015 ��k- S 1 1/2"=1'0" CALE: 4"CONT. PERFORATED PVC FOUNDATION DRAIN. SLOPE TO DRYWEL P. \ . BLOW-IN CELULOSE INSULATION _ , • - , _ 117/8"TJI ??? \ _—y— —�— J FOOTING,SEE STRUCTURAL TYPICAL DETAILS 4 DETAIL SECTION — FLOOR 7 DETAIL SECTION — FOUNDATION 11/2 = 1 -0 -0 ZINC COATED COPPER FLASHING CONCRETE BOARD COHEN WATERPROOF MEMBRANE HOUSE WOOD/STEEL OUTRIGGER 1455 Narrow River Road w. . Orient, NY 11957 BLOW-IN CELULOSE AIR BARRIER DATE REVISIONS FLUID MEMBRANE TURNED 09.24.2014 FILING SET DOWN VERTICAL FACE OF WALL � , 35'3 1/4" _._.._ . . " I T.O.S. _ ZINC COATED COPPER GUTTER. - ANCHOR TO SHEATHING W/ SEALING WASHERS CO 342 3/4° — -----•—•--------- ---- R.O. --R.O. HEAD 1 / METAL DRIP EDGE. PRIME FLANGE AND HEM EDGE 1/4" 11 KEMPER OVERLAPS TAPED o t ; 1 MEMBRANE TO MAINTAIN CONTINUOUS WATER/AIR • • . . . --; BARRIER AT WALL SURFACE RIGID INSULATION WRB TAPED TO r WINDOW FRAME STEEL ANGLE k ' 5/16"CEMENT BOARD ON 1/4"VERTICAL BATTEN HSS 2X8 i i MARINE GRADE SS 8" 2" 3 3/8" INSECT SCREEN i DETAIL SECTION - LIVING ROOM 28'10" 2 1 1/2 = 1 -0 .------.—.—.—.—.---.—.---.--------- — — ------ FRAME INTERMEDIATE 2 — f� ` CLIP CONNECTING WINDOWASSEMBLY TO STEEL POSTS 8" 2" 81/4" 2 1/2" 6" 24'6" COUNTER/SHELF 2X6 MAHOGANY SHELF .. >` ..a 1/4"SS FIN-BOLTED TO _......__. PLYWOOD SUBFLOOR `_dA> MARINE GRADE SS INSECT SCREEN RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR HARDWOOD TRIM i TESCON TAPE ADHERED TO FACE NEW YORK , NEW YORK 1 0 0 1 0 OF WINDOW FRAME AND OVERLAPS SOLITEX MENTO WRB. P (212) 254-1175 I F (212) 254-1755 FINISHED HARDWOOD FLOOR i JOB NUMBER: 1311 21'6" - - - - - - - - - - - - - - - - - - - - - -.—.—.—.—.—.—. —.—.—. —.—. — ! EDIT-It �t 3/4"PLYWOOD SHEATHING iv DRAWN. NC �� \P� S RYq�Ily FINISHED FLOOR j �� i _._-. d R COUNTER SUNK SCREWS ( j I 1 3/4"PLYWOOD SHEATHING N CHECKED: WR 20'10" WRB TAPED TO I DATE: 09.24.2014 S� R.O. SILL j WINDOW FRAME oisoNo �- 20'E6 1/4° 9 1/2"TJI op NE t : q, 0� •—•—•---•—•-----•—•—•— — 5/16"CEMENT BOARD ON SCALE: 1 1/2"=1'0" W T.O.S. 1/4"VERTICAL BATTEN 9 1/2"TJI j 2X8 BLOCKING OF LIVING ROOM SECTION 1.5"RIGID INSULATION INSECT SCREEN DETAILS . . . . . . • • • • HORIZONTAL WD 1/4" RAINSCREEN MULLION W/ CAP, PROVIDE 1/4"GAP TO ALLOW WATER TO DRAIN 1 DETAIL SECTION - LIVING ROOM DETAIL SECTION - LIVING ROOM OUT W-BEAM C 0"' H E N ANGLED STEEL JOIST HANGER HOUSE 1455 Narrow River Road MEMBRANE ROOFING Orient, NY 11957 - - 3/4" PLYWOOD SHEATHING DATE REVISIONS MEMBRANE ROOFING 09.24.2014 FILING SET 11 7/8"TJ 35'3 1/4" T.O.S. ZINC COATED COPPER GUTTER. \x,t ANCHOR TO SHEATHING W/ SEALING WASHERS 34'2 3/4" K R.O. HEAD \ - METAL DRIP EDGE. PRIME FLANGE AND HEM EDGE 1/4" A MEMBRANE ROOFS OVERLAPS CONTINUOUS WATER/AIR \ BARRIER AT WALL SURFACE STUD FRAMED HUN CEILIING WATER RESISTANT W/BLOW-IN INSULA ION �S/ BARRIER i 5/8"SHEETROCK 5 1/4" FURR WD SIDING RAINSCREEN TO CONCEAL 1 LEADER TO DRYWELL 1 ��TAIL SECTION - LIVING ROOM DETAIL SECTION - LIVING ROOM = 1'-0" 24'6" COUNTER/SHELF — ----------------------- — — — — — ----- C-CHANNEL LIQUID APPLIED MEMBRANE ..; Fl"' .tl:_llll"""""l 9 FURR WD SIDING RAINSCREEN I TO CONCEAL LEADER TO ; TAPE DRYWELL RIGID INSULATION WATER RESISTANT BARRIER 3/4"PLYWOOD SUBFLOOR At 211611 AIR BARRIER RYALL PORTER SHERIDAN ARCHITECTS - - - - - - - - - - - - - - - - - - - - - - - — - - — - - - : ,\X� 45 WEST 21st STREET I 4th FLOOR FINISHED FLOOR N ,NEW YORK , NEW YORK 10010 9 1/2"TJ P (212) 254-1175 1 F (212) 254-1755 20'10" --- R.O. SILL •—•—•---- ------------•—•—•—•-----•—•-----•— JOB NUMBER: 1311 KL) •— --.—. �� �� � BLOW-IN CELULOSE �' FLED AF,C 20'6 1/4 DRAWN: NC Vy ^�u ---------•---•—•—•—•---•---•—•—•—•—•— - . T.O.S. r„ WATERPROOF MEMBRANE CHECKED: WR �� DATE: 09.24.2014 �a. R� 5/8 CONCRETE BOARD I TF 015 3 0 SCALE: 1 1/2"=1'0" 3/4" PLYWOOD LIVING ROOM SECTION DETAIL SECTION - LIVING ROOM DETAIL SECTION - LIVINGR OOM DETAILS W—BEAM COHEN WOOD FRAMED HUNG CEILING mvin 0 ANGLED STEEL JOIST HANGER u S E 14" FLITCH PLATE—SEE STRUCTURAL DRAWINGS 1455N row IveRoad ._m 119 KEMPER MEMBRANE RIGIND XPS INSULATION DATE REVISIONS 3/4" PLYWOOD SHEATHING 09.24.2014 FILING SET 7. 11 7/8"TJ AIR BARRIER 35'31/4" — 777 T.O.S. \\ 1 � i f 34'2 3/4" ---------------------------------------- --------- — — — — — — — — R.O. HEAD II I A, i i 1 DETAIL SECTION - LIVING ROOM 3 DETAIL SECTION - LIVING ROOM 11/2 — 1 -0 11/2 — 1 -0 24'6" —,4f/G*- COUNTER/SHELF Q f 2X8 STUD 2X6 STUD j7 1/2" /5 1/2" " - g r. BLOW—IN CELULOSE17 " 3/4" PLYWOOD SHEATHING KITCHEN CABINETRYr777. ` T •1. 4 a.a..ay..,.; ...aa:.a....>. I',. .� 2116" WATERPROOF MEMBRANE as;: RYALL PORTER SHERIDAN ARCHITECTS FINISHED FLOOR _ f xA 45 WEST 21st STREET I 4th FLOOR CONCRETE BOARD NEW YORK , NEW YORK 10010 N P (212) 254-1175 1 F (212) 254-1755 20'10" R.O. SILL -- 20'6 1/4° = JOB NUMBER. 1311 �flED ARC .-..-•-•-•-•-•-•-•-•---•-•-•-•-•-•-•- - .... ...... - T.O.S. 4i�` DPW S. Ryq� DRAWN: NC C—CHANNEL CHECKED: WR 1 DATE: 09.24.2014 T� 4 4,° 015QN� Z 0 0" NFV1 SCALE: 1 1/2"=1'0" 2 DETAIL SECTION�- LIVING ROOM KITCHEN SECTION DETAILS 1 1/2 = I W-BEAM COHEN ANGLED STEEL JOIST HANGER HOUSE 11 7/8"TJI -SEE 1455 Narrow River Road MEMBRANE ROOFING STRUCTURAL Orient, NY 11957 MEMBRANE ROOFING 3/4" PLYWOOD SHEATHINGANGLED STEEL JOIST HANGER DATE REVISIONS 3/4"PLYWOOD SHEATHING 09.24.2014 FILING SET 11 7/8"TJI -SEE STRUCTURAL W-BEAM ` ZINC-COATED 35'3.23" _. ....__ COPPER GUTTER • T.O.S. V 34'2.73" t --------------------------------------------------------- ----------- � is R.O. HEAD j i CEMENT BOARD j CLG FINISH CEMENT BOARD CLG FINISH j I I i I 1 DETAIL SECTION - SCREENED PORCH 3 DETAIL SECTION �- SCREEN �DPORCH -0' – 1 j 24'6" , ------------------2-X6-MAHOGANY-W�L-------------- ------- ------ COUNTER/SHELF 3/4X2 CAP 2X6 MAHOGANY W/ j 3/4X2 CAP I I MARINE GRADE STAINLESS STEEL MESH MARINE GRADE STAINLESS j STEEL MESH I i SLEEPERS SLEEPERS77 ° WATERPROOF MEMBRAME WATERPROOF MEMBRAME ; at MAHOGANY BOARDS MAHOGANY BOARDS i 211611 4 ---------.—.--------------------------------------- ------ — — 5 W E S PORTER S HR R DAN ARCH ITECTS -- F LO O R FINISHED FLOOR NEW YORK , NEW YORK 10010 CONCRETE BOARD ,T�� ` CONCRETE BOARD P (212) 254-1175 I F (212) 254-1755 i 2010— — — — — — — — — — — —ZINC COATED COPPER FLASHING — — — — — — ! ZINC COATED COPPER FLASHING JOB NUMBER: 1311 R.O. SILL 20'6 1/4" S. RYq' . -----•-----------------------•------- DRAWN: NC <v C*. l ` T.-O.S. T a CHECKED: WR DATE: 09.24.2014 '11°. 015U F SCALE: 1 1/2"=1'0" DETAIL SECTION - SCREEENED PORCH 4 DETAIL SECTION - SCREENED PORCH PORCH SECTION DETAILS 2 = o COHEN � D 1',9`�- ' � E 118- HOUSE 2 114- 1455 Narrow River Road 13'-21� ��" / a �" Orient, NY 11957 9-07 • DATE I REVISIONS REV. NR. .�•, a•� �•� � / �.� 0924,2M4 FNJNG SET NOTES LEGEND l 11 / o 1. ALL NEW FOUNDATION SHALL BEAR ON UNDISTURBED SOIL HAVING A [+XX -XX ] INDICATES BOTTOM OF FOOTING ELEVATION MINIMUM ALLOWABLE BEARING CAPACITY OF 1.25 TSF. SOIL CAPACITY SHALL BE CONFIRMED BY P.E. LICENSED IN THE STATE OF NEW YORK. INDICATES REINFORCED CONCRETE WALL 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. INDICATESBUILDING OUTLINE 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRAMING WITH MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS SW-C INDICATES CONCRETE SHEAR WALL. SEE TYPICAL DETAIL ON S-201 ' . 4. ALTERNATE 1: PROVIDE FOOTING TO MATCH THE FOOTING OF THE _ CANTILEVERED RETAINING WALL TO WEST OF HOUSE. THIS WILL PERMIT THE WALL TO BE BACKFILLED PRIOR TO INSTALLING FIRST FLOOR F2.5 INDICATES 2'-6"x2'-6"x1'-0" THICK REINFORCED CONCRETE FOOTING FRAMING. ALTERNATE SHALL BE PRICED SEPARATELY, TAKING INTO WITH (4) #5 EACH WAY, BOTTOM CIO ` ACCOUNT ALL EFFECTS ON CONSTRUCTION SEQUENCING. PROVIDE / �~ REINFORCEMENT IN FOUNDATION WALL TO MATCH THE REINFORCEMENT IN P1 INDICATES 14"x14" REINFORCED CONCRETE PIER WITH (4) #5 VERTICAL THE CANTILEVERED RETAINING WALL WEST OF HOUSE. BARS AND #3 STIRRUPS AT 12" 0/C. TYPICAL 6 LOCATIONS AT POSTS. ( "'�. �o TOP OF PIER EL. = -5'-0". SEE TYPICAL DETAIL ON S-201. o INDICATES 4x4x 16 STEEL COLUMN. ALL EXPOSED STEEL COLUMNS TO BE HOT DIP GALVANIZED. SEE TYPICAL DETAIL ON S-202 FOR CIV BASEPLATE INFORMATION / 1 Iry ,g 114- 0 A 17'-1 1/2" 24' 24" WID 1-2:--HICK CO TINUOUS REINFORCED CON RETE F OTING, TYPICAL. REINFOR E WIT (3) #5 CONTINUOUS LON ITUDI AL BARS AND #4®12" ON CENT R SHORT 8'S" I / LINE OF BU LDING ABOVE I WAY 18.00- 8" REINFORCED CONITE STEM WALL6" \9 " 1/4 FOR STAIR FOUNDATION. REINFORCE 8" THICK REINFORCED CONCRETE ' EYP WITH #5@12" ON CE ER, VERTICAL FOUNDATION WALL, TYPICAL ON 3 SIDES 4, , AND HORIZONTAL, CENTERED IN WALL OF EXTERIOR AREA. CENTER WALL .'R / l BENEATH FENCE. REINFORCE WITH I #4©48" ON CENTER VERTICAL AND #4° 1-91-07 a 8 24 ON CENTER HORIZONTAL, C) CENTERED IN WALL. ^� L CO 10" THICK REINFORCE CONCRETE 98„ _ L. SEE STAIR STRINGEf , SEE S101. ATTACH TO TOP OF , CANTILEVERED RETRCE G WALL. FOUNDATION WILL WITH 01. ATTACH BASEPLATE WITH (2) 3/4" � .i � 14" THICK CONCRETE WALL, SECTION FOR REIN FO CEMENT. (WALL � ( - i I , CONTINUES TO WEST,�SEE ARCH'L HILTI HAS-SS NCHORS WITH HILTI HIT-HY 200 EPDXY (6" / z -- REINFORCED WITH #4 @ 48' ON DWGS) EMBED) , TOP OFA WALL CENTE® 24°R VERTICAL EACH FACE ON CENTER HORIZONTALNEAC 4 1 o o - -51-0- „ ,> H S300 2A 3A 4 ' `-� FACE. PROVIDE 24 WIDE x 12 S300 i ' I S300 o S300 I 2 THICK CONCRETE FOOTING, co- — " ' - '- -9'-0" [-g -0 ] . • • . `` _ ,l REINFORCED WITH #4 ® 12 ON [-9 0 ] [ 9 0 ] [ ] C. . .G •, ; .°d, •• • .•• �`-�. CENTER SHORT WAY AND (3) #4 . _ _ _ _ - - -`CO BOTTOM. TYPICAL 8 - - --------- - .^ .. 1NAY, LOCATIONS roi ' CI O O'. C1 STEP IN FOOTING „ P1 1 •5.. 4-3 -3 -3 1'-6" 8'-6" 6'-4" o I I Lr N N O ' o 1'-0" THICK ANTILEVERED WALL i TOP OF CRAWL SPACE GRADE _ -5'-0" v FOOTING. SEE SECTION FOR i (NO SLAB ON GRADE) REINFORCEMENT I i TOP OF " I STRUCTUR& ENGINEER: ° „ 30-6" 8'-8" 4 2 •. " GRADE _ -5 -0 r (NO SLAB ON GRADE) u I I ! ® w w ' STEP IN FOOTING 1'-0" `— � U i ,. a • 32 Old Slip,10th Floor New York,NY 10005 P 212.620.7970 8" - 7 r' o G 3B o ' [-9'-0"] S300 a' F2.5 F2.5 F2.5 • M p 8 THICK CONCRETE SHEAR 'd- F2.5 r F2.5 WALL. SEE TYPICAL DETAIL ON I S-201 FOR REINFORCING. �' a •- ,. 4 �. ,:.. �. a.., . . . TYPICAL FOUR SIDES El • - •., i P - -7 -0 4 -9 F2. n [ TOP ]OF WALL = -5'-0" °O I 4'-6" 5'-6" 6'-8" 4'-2" M I ------ ------------ 8'-8 1/4" `j o0 r -1 - 24" WIDE x 12" HICK CONTINUOUS I LO o of - - - - -- - - - - - - - - - - - -. .4 SW_C REINFORCED CONCRETE FOOTING, CL I t" u o - TYPICAL. REINFORCE WITH (3) #4 1 -0 1 -0� ALTERNATE 1 CONTINUOUS LON ITUDINAL BARS I ' 04 AND #4@12" ON ENTER SHORT I 00 RYALL PORTER SHERIDAN ARCHITECTS WAY I m o I ( N • u' 45 WEST 21st STREET 14th FLOOR I I � L ... _ . _ . _ . _ . _ . _ . _ . _ . _ . _ ._ . _ . � a A NEW YORK , NEWYORK 10010 P (212) 254 - 1175 1 F (212) 254 - 1755 °' e .C• 1 ' . ALTERNATE 1 i SW-C rn .. 4 N 2B I ,'. 10" THICK REINFORCED CONCRETE I - I M JOB NUMBER: 1311 CA w o S300 I -8" 6'-8" 4' 10 3/8 ,r, A . 000 SEE SECTION FOR REINFORCEMENT CANTILEVERED RETAINING WALL. SEE ' i �pF New ALTER ATE 1 I . a 1 SECTION FOR REINFORCEMENT. (WALL DRA*h SL QA U O CONTINUES TO SOUTH, SEE ARCH'L I � — - - - I �: "• a' ., •a •, _ ---- - - - - - - - _ DWGS) - - - - I • .. .• . _• CHECKED: BR r cn i o DATE: 09.24,2014 L-- ------------- ------- z ALTERNATE 1 2`-6" I IM 1/4".1'0" i 10" THICK REINFORCED CONCRETE 6" FOUNDATION WALL, TYPICAL. ' I 5'-4" 7'-$°' � 3'-4° FOUNDATION REINFORCE WITH #4®48" ON � �- � PLAN 1 CENTER VERTICAL AND #4@24" ON :• CENTER HORIZONTAL. LOCATE REINFORCEMENT 3" FROM INSIDE w I N FACE OF WALL. SEE SHEET NOTE F2..5 4 R „ FO ALTERNATE 1 :� I REINFORCEMENT) I I I si 00FOUNDATION LAN ! 1 SCALE:1/4"=1 -0 I N — - - - - - - - - - - - - - - - - - - - - - - - RSA #15737 NOTES LEGEND [+XX'-XX"] INDICATES BOTTOM OF FOOTING ELEVATION - k 1. TOP OF CONCRETE SLAB AND FINISHED FLOOR ELEVATION TO BE EL. 0'-0" U.O.N. –– COHEN THUS: INDICATES CONCRETE FOUNDATION WALL BELOW `~ � M 2. TOP OF WOOD JOIST TO BE 4Y" BELOW TOP OF CONCRETE AND %" BELOW TOP OF SW-C INDICATES CONCRETE SHEAR WALL SW-C. SEE TYPICAL DETAIL ONH O U S E WOOD FINISHED FLOOR, U.O.N. ON PLAN-l'-23/8" S-201 IS � ` - 3. TOP OF WALL SHELF ELEVATION TO BE 1 2 7/ U.N.O. ON PLAN. TOP OF WALL M 7 STEM ELEVATION TO BE -0'-3" U.N.O. ON PLAN 513'-2 1455 Narrow River Road 4. TOP OF CONCRETE PIER TO MATCH TOP OF FOUNDATION WALL SHELF U.O.N. ON o INDICATES 4x4P STEEL COLUMN. ALL EXPOSED STEEL COLUMNS 1/4 _� _ y TO BE HOT DIP GALVANIZED. SEE TYPICAL DETAIL ON S-202 FOR Orient, NY 11957 PLAN BASEPLATE INFORMATION / 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRAMING WITH MECHANICAL, �~ "`-- ' DAIS REVISIONS REVV, NR. PLUMBING, AND ELECTRICAL SYSTEMS _ . – . – . _ INDICATES BUILDING OUTLINE / 6. S-205 FOR TYPICAL DETAILS AT TJI CONSTRUCTION, INCLUDING ALLOWABLE CUTS FOR • PLUMBING ® INDICATES WOOD POST THROUGH OR DOWN: 1 / a � �" 09.241 FN.ING SET 7. INTERIOR NON-BEARING WOOD STUD WALLS NOT SHOWN. COORDINATE LOCATION WITH -AT EXTERIOR AND PERIMETER SOLID 6x6 U.O.N. 3/�€ I I ARCHITECTURAL DRAWINGS. PROVIDE SOLID BLOCKING BENEATH ALL INTERIOR -AT INTERIOR SOLID 4x4 U.O.N. , w NON-BEARING WOOD STUD WALLS THAT ARE PERPENDICULAR TO DIRECTION OF SUPPORTING FRAMING z ---7 INDICATES SPAN OF 11/6" TJI/PRO 560 @ 16" 0/C WITH 4" LIGHTWEIGHT CONCRETE SLAB. REINFORCE CONCRETE SLAB WITH 6x6-W2.1 xW2.1 WWR) r —--— INDICATES SPAN OF (2) 1 Y4"x 14" 2.0E LVL BY iLEVEL (OR , APPROVED EQUAL) A— INDICATES SPAN OF (2) 1Y4"x14" 2.0E LVL BY iLEVEL (OR APPROVED EQUAL) ALIGNED WITH INTERIOR NON-STRUCTURAL WOOD STUD WALL. COORDINATE LOCATION WITH ARCHITECTURAL V 4 DRAWINGS INDICATES PERIMETER WOOD BEARING WALL CONSISTING OF: STRUCTURAL 2x6 AT 16" ON CENTER ON OUTSIDE FACE, 4" / INSULATION, NON-STRUCTURAL 2X4 AT 16" 0/C ON INSIDE FACE. a . SEE ARCHITECTURAL DRAWINGS FOR FULL ASSEMBLY, INCLUDING CLADDING, INSULATION SPECIFICATION, ETC. (ALL EXTERIOR STUDS TO BE KILN DRIED) ` SW-# INDICATES WOOD SHEAR WALL CONSISTING OF: STRUCTURAL 2x6 / AT 16" ON CENTER ON OUTSIDE FACE, 4" INSULATION, f �� NON-STRUCTURAL 2X4 AT 16" 0/C ON INSIDE FACE. SEE ARCHITECTURAL DRAWINGS FOR FULL ASSEMBLY, INCLUDING CLADDING, INSULATION SPECIFICATION, ETC. SHEATHING IS TO BE AT 2X6 PER TYPICAL DETAILS AND SHEAR WALL SCHEDULE (ALL / j EXTERIOR STUDS TO BE KILN DRIED) 18,op. LINE OF BU1ILDING ABOVE / 1 INDICATES STEEL BEAM. ALL STEEL BEAMS TO BE HOT DIP I ' L_ GALVANIZED 7;j / 9Y INDICATES SPAN OF WOLMANIZED 21Y6%9Yz" 2.0E PSL 16" 0/C STEEL POST UP Nab I I 17'-1 1/2- jo,�15.3 24' -�1-Ox-15 3- eON . i SW-2 (ABOVE) 3I / .S300 I `�`'"• f I rn 1 2A o � x 4 S300 TOP OF W ILL = 0'-0'> S300 WALL STOP AT UNDERSIDE OF �� 1 S300 - GROUND FL00 CLERESTORY WINDOW J J SW-1 LWP WP WP _ d 6----------- -------- - -----4-- ---------- 'I 1 1 1 I O I CONCRETE PIERS, TYPICAL. II J 1 I LF1 I SEE S-10 FOR MORE INFO .... .•, '`�•. Lr I 1 I COLUMNS THROUGH THIS( I LEVEL TYPICAL 6 LOCATIONS , 4LW __-7NN I SMC UM ENKINM I CD w 0 1 1 I 1 I V) ,� + c A I Ej 32 Old Slip,10th Floor New York,NY 10005 P 212.620.7970 4LW 1 3B S300S300 I ,• r u- o A oz I L,J ; I I o Of I I I o/ o o � , f CDw I 4LW ------ I II Ln ––––––––––––––––– ––– –––– I - _ - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ ____ _ _ _ - _ I N 0 o I I N < FJI lI a: r , O cD � o I —__ __ __ �' / I n - I - I 'sW_C , � I a _ . . � CD I I _- 4LW -_ I 1 N (un) r RYALL PORTER SHERIDAN ARCHITECTS I I _ _ _I _ 45 WEST 21st STREET 14th FLOOR � I I 1 N G j NEW YORK , NEW YORK 10010 I I I 4 SW-C P (212) 254 - 1175 1 F (212) 254 - 1755 I I I . I I I TOP OF' WALL = 0,-0„ 28 r o W S300 I I I I CONCRETE SHEAR WALL. SEE JOB NUYOM 1311 Ln I S-100 FOR MORE INFO OF NES L--------- --------- I I I DRAVOk SL P�� pnFy0,p� _ SW-1 N CHECKED' BR �r z LA ICD r , DAIS: 09.24.2014 I I r r GROUND FLOOR FRAMING I �- I I :. . • .: II PLAN 71) �GROUNoD FLO R FRAMING PLAN DESIGN LOADSsiol DEAD LOAD: 45 PSF (4” LW CONCRETE ON WOOD FRAMING, NO ADDITIONAL FINISH MATERIAL) ' LIVE LOAD: 40 PSF (INTERIOR RESIDENTIAL) I I I L . – . – . – . – . – . – . – . – . – . – . . . ---RSA X15737 LEGEND _ sw � COHEN FLITCH PLATE _ 1 C 3 INDICATES (2) 16" LVL W/ (1) 1" STEEL PLATE / 19: _ INDICATES CONCRETE FOUNDATION WALL BELOW FLITCH PLATE 2 0 HOUSE ------------ INDICATES (2) 14" LVL W/ (1) 1/2" STEEL PLATE 13'-2 1 j4"= / �� 1� � SW-C INDICATES CONCRETE SHEAR WALL SW-C. SEE TYPICAL DETAIL Wlo ON S-201 INDICATES STEEL BEAM. ALL STEEL BEAMS TO BE HOT DIP 1455 Narrow River Road GALVANIZED /� n ����\ \��� � k4s �' Orient, NY 11957 I / p INDICATES 4x4x5/6 STEEL COLUMN. ALL STEEL COLUMNS TO --+MC12 BE HOT DIP GALVANIZED --- INDICATES STEEL BEAM WITH DECORATIVE NON-STRUCTURAL MC-CHANNEL FASTENED TO OUTER EDGE. SEE SECTION AND -17`17 ,3/4h - DATE REVISIONS REV. NR. — - — - — - — INDICATES BUILDING OUTLINE ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. ,� 4S / �W10X3 09.24.2014 FXJNG SET ■ INDICATES WOOD POST THROUGH OR DOWN: INDICATES MOMENT END CONNECTION TO DEVELOP FULL BEAM -AT EXTERIOR AND PERIMETER SOLID 6x6 U.O.N. PLASTIC CAPACITY UNLESS MOMENT IS INDICATED ON PLAN -AT INTERIOR SOLID 44 U.O.N. THUS: [M=XX K/FT] L -7 INDICATES SPAN OF 113/8" TJI/PRO 560 @ 16" 0/C O INDICATES COLUMN UP ONLY/DOWN ONLY I ~ —--— INDICATES SPAN OF (2) 1344"x113/e" 2.0E LVL BY iLEVEL (OR APPROVED EQUAL) NOTES 14 —--— INDICATES SPAN OF (2) 13/4"x14 2.0E LVL BY iLEVEL (OR ,. L J Wl � APPROVED EQUAL) 1. UNLESS NOTED OTHERWISE ON PLAN, TOP OF FINISHED FLOOR ELEVATION TO BE: V pX4S " UNHATCHED EL. +5'-0" ON MAIN FLOOR � I (UNHATCHED) / INDICATES PERIMETER WOOD BEARING WALL CONSISTING OF: r / /I EL. +10'-2" ON UPPER BEDROOM LEVEL STRUCTURAL 2x6 AT 16" ON CENTER ON OUTSIDE FACE, 4" 2. TOP OF WOOD JOIST TO BE 1)/2" BELOW TOP OF FINISHED FLOOR, U.O.N. ON PLAN 4. V W 10X334 X12 INSULATION, NON-STRUCTURAL 2X4 AT 16" O/C ON INSIDE 3. TOP OF STEEL TO BE Y" BELOW TOP OF WOOD JOIST, U.O.N. ON PLAN FACE. SEE ARCHITECTURAL DRAWINGS FOR FULL ASSEMBLY, 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRAMING WITH MECHANICAL, INCLUDING CLADDING, INSULATION SPECIFICATION, ETC. FLOOR PLUMBING, AND ELECTRICAL SYSTEMS FRAMING IS SUPPORTED ON STRUCTURAL 2X6. (ALL EXTERIOR 5. SEE S-205 FOR TYPICAL DETAILS AT TJI CONSTRUCTION, INCLUDING ALLOWABLE CUTS �! I STUDS TO BE KILN DRIED) FOR PLUMBING �- INDICATED PERIMETER WOOD BEARING WALL BELOW \\\ o 1 ~ SW-# INDICATES WOOD SHEAR WALL CONSISTING OF: STRUCTURAL 2x6 AT 16" ON CENTER ON OUTSIDE FACE, 4" INSULATION, I t NON-STRUCTURAL 2X4 AT 16" O/C ON INSIDE FACE. SEE ARCHITECTURAL DRAWINGS FOR FULL ASSEMBLY, INCLUDING HSS8x3x1/2 COLUMN, TYPICAL CLADDING, INSULATION SPECIFICATION, ETC. SHEATHING IS TO / I / I UNLESS NOTED OTHER7SE BE AT 2X6 PER TYPICAL DETAILS AND SHEAR WALL. FLOOR f 18'{ 0• FRAMING IS SUPPORTED ON STRUCTURAL 2X6. SCHEDULE l f SW- (ALL EXTERIOR STUDS TO BE KILN DRIED) I / t WlpX6p INDICATES WOOD SHEAR WALL BELOW STAIR (LOW TO GROUND FLOOR AT A B WEST, HIGH TO MAIN FLOOR AT EAST) •I , 17'-1 1/2" 24' "7 I W1 0 k6o ca SW-4 1 j I I V (3) 14" LVLIn pX60 'l I I II 1 I r , k I � WELD STEEL BEAM TO EMBED PLATE WITH Y" FILLET WELD, 3"@12" 0/C, EACH SIDE SW-1 / STAGGERED. TYPICAL ALL CONCRETE -�- - --_ -_ _-- L___—______J I ' PIERS (8 LOCATIONS) I = O PROVIDE 12" WIDE x 3/4"_TIt6K. CONTINUOUS STEEL EMBED PLATE AT TOP O OF WALL. TOP OF PLATE TO MATCH TOP OF`-- _ f I i WALL. HOLD ENDS OF PLATE 2" OFF ENDS OF CONCRETE WALLS. ANCHOR TO STEEL POST ONTINUES TO ROOF--\ CONCRETE WITH TWO ROWS OF %4" i cooI I I�00 DIAMETER HEADED SHEAR STUDS, 6" to EMBEDMENT, AT 12" O/C, STAGGERED. _ `vl TYPICAL ALL CONCRETE PIERS (8 i I I II LOCATIONS) S7RUC711.11RAL ENGINEEF111 to I I I W10x68 r------------ ———————— L_— —J II �*�� CUM= I 1Ej Min, . . O W , I I J O 32 Old Slip,10th Floor New York,NY 10005 P 212.620.7970 Lu CD O OCD OI w 0 I E �7 - � ----- ~/ � O R N I I; Nw ,I J W I J " ILW10x33 SW-C II . • •: Q FLITCH PLATE - 1 A O SW-2 W10x33+MC1 O END OF FLITCH BEAM C) : J c N . 0 STAIR (LOW TO MAIN FLOOR AT EAST, I II W10x33+MC1I2 HIGH TO UPPER BEDROOM AT WEST) 0 c3 RYALL PORTER SHERIDAN ARCHITECTS sw-c I O 45 WEST 21st STREET 14th FLOOR I I v I NEW YORK , NEW YORK 10010 W1Ox33 W1Ox45 LOx45 I - - - - - P (212) 254 1175 1 F (212) 254 - 1755 PROVIDE OPENING FOR FIREPLACE IN CONCRETE WALL (SOUTH t" 'I o_ o_ ') SIDE). SEE TYPICAL DETAIL FOR ADDITIONAL REINFORCING JOO NUMBM 1311 II r-- -----I w10x60 +I _ �F NEM,k + O + I C1.4i CHECKED: CID I I I + DA ,I M 09.24,2014+ O 9Q8b �� X IEss �' I I II II SCALE:+. i LA_ I I II W10x60 I-— — L , - � MAIN FL UPPER I BEDROOM FRAMING PLAN -___ o I I +. E I O E I 2 MAIN FLOOR ND UPPER I o S4 (i I , � � BEDROOM FR MING PLAN to I O SIM 1 SCALE:1 4 =1 -0 N I I — . — . —. . — . — . — . — . . — . — . . . � _ _ _ _ _ _ DESIGN LOADS _ _ _ 1 1 S102 DEAD LOAD: 25 PSF I LIVE LOAD: 40 PSF (INTERIOR fESIDENTIAL), 60 PSF AT SOUTHWEST BALCONY I RSA #15737 I HSS 12x4x5/ HSS8x3xY \ HSS12x40%8 19"U'AHp COHEN ,Y 13'-2 1/4" i 16,-4" co/v� HOUSENOTES LEGEND r Ous 1455 Narrow River Roadj f00e 1. TOP OF WOOD JOIST ROOF STRUCTURE VARIES/SLOPES AND IS NOTED THUS ON Orient, NY 11957 PLAN: XX -XX U.O.N. ON PLAN. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INDICATES CONCRETE FOUNDATION WALL BELOW j ` -...� y �'��.\ �.. INFORMATION. SW-C INDICATES CONCRETE SHEAR WALL SW-C, BELOW. SEE TYPICAL DETAIL ON S-201 I ��\ y Ir 3jn REV. N42. DAIS REVISIONS 2. TOP OF STEEL TO BE 1Y2" BELOW BOTTOM OF WOOD JOIST, U.O.N. ON PLAN �. \ • 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRAMING WITH MECHANICAL, 09.24.2014 FILING SET PLUMBING, AND ELECTRICAL SYSTEMS p INDICATES 440/16 STEEL COLUMN. ALL STEEL COLUMNS TO 4. SEE S-205 FOR TYPICAL DETAILS AT TJI CONSTRUCTION, INCLUDING ALLOWABLE CUTS BE HOT DIP GALVANIZED � 3 FOR PLUMBING �� – . – . – . – INDICATES BUILDING OUTLINE - ■ INDICATES WOOD POST THROUGH OR DOWN: ` sto -AT EXTERIOR AND PERIMETER SOLID 6x6 U.O.N. --. ` \ �OwN -AT INTERIOR SOLID 44 U.O.N. L-- INDICATES SPAN OF 11%" TJI/PRO 560 @ 16" 0/C ` \ ' e ``\ r / o o —--— INDICATES SPAN OF (2) 1Y"xl 11%" 2.OE LVL BY iLEVEL (OR APPROVED EQUAL) \ `� —14_— INDICATES SPAN OF (2) 1Y"x14 2.0E LVL BY iLEVEL (OR APPROVED EQUAL) INDICATED PERIMETER WOOD BEARING WALL BELOWCV INDICATES WOOD SHEAR WALL BELOW FLITCH PLATE1 _ --- -- INDICATES (2) 16" LVL W/ (1) 1" STEEL PLATE FLITCH PLATE__ - INDICATES (2) 14" LVL W/ (1) 1/2" STEEL PLATE INDICATES STEEL BEAM. ALL STEEL BEAMS TO BE HOT DIP 18.00. GALVANIZED INDICATES MOMENT END CONNECTION TO DEVELOP FULL BEAM 7;j ' /�/ ' PLASTIC CAPACITY UNLESS MOMENT IS INDICATED ON PLAN THUS. [M-XX K/FT] I I I CQ CD 10 a� P��E o = I 17'-1 1/2" 24' , I+ �''� . Fk�A�N I i o N SW-4 J -- --� — — _ — — — — — — — — — — — — — — — — o ------------ +16'-10"Ld x � ,� I __j ( i x II ( H o S7RUCTURAL ENGl:'IEM � n � II i +21 -6Y SLOPE DOWN SLOPE DOWN 0 Q ® �� S32 Old SIP.10thFloor New York,NY 10005 P212.620.7970 I p Q i1 Or:'i ' ' __ __ __ I — — . Nz w ' I I I O - ; o L � II ==! Of �,I I -- -- -- -- -- -- --- I i Q o --- -- -- 14- -- -- -- -- -- -- -- SW-1 I SW-C --� 00 - - - - - - - - - - - - - - — 1 I I wl= 0 0w o cn v x I I � w � �N NLd Elw cm I SW-c t i a RYALL PORTER SHERIDAN ARCHITECTS _ _ _ _ _ _ _ _ _ i it I I I 45 WEST 21 st STREET 14th FLOOR (n CD NEW YORK , NEW YORK 10010 o P (212) 254 - 1175 1 F (212) 254 - 1755 I zQ II SKYLIGHT (NOT BY RSA) o -- -- ' I o " I i ' o N JOB NL161BM 1311 4 i Of o I. I )F NE Of Lu MAW- SL Q:: O!� I C 3 C:3 o �I t t � 0 I I N I t ( I CHECKED: BR I— O r� I x r�'I I , _o o o DATE; 09.24.2014 N o N SCAM- V) CA v LE: ® ® � US II I i i r II W10x33 2X8 (PRESSURE TREATED) Q Ir= ROOF FRAMING P LAN AT EXTERIOR PERGOLA ' I x 1 X , I N I I o �--- --� S400 c? I ROOF FRAMING PLA ' N � .- CD SIM I SCALE:1 4 =1 -0 N NI ( HSS8x3xY HSS8x3xY HSS8x3 2 I i DESIGN LOADS DEAD LOAD: 28 PSF ' I HSS8x3xYS103 I LIVE LOAD: 32 PSF (ROOF SN4 LOAD) -- – _-- --_ – _----7 -- I HSS12x4x5/ s ' 6 AT PERIMETER, PROVIDE CANTILEVERED 2X4 JOISTS AT EACH T11. HSS12x4x/a RSA #13737 SEE SECTION FOR MORE INFORMATION GENERAL NOTES POST INSTALLED ADHESIVE AND MECHANICAL ANCHORS FRAMING LUMBER COHEN 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE 1. POST INSTALLED ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER TECHNICAL DATA TO INTACT BASE MATERIAL. NOTIFY 1. ALL FRAMING LUMBER WORN( SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: PROJECT SPECIFICATIONS, INCLUDING THE RESIDENTIAL CODE OF NEW YORK STATE, LATEST EDITION. ENGINEER OF RECORD PRIOR TO INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM STRUCTURAL DRAWINGS OR A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, "TIMBER CONSTRUCTION MANUAL" LATEST EDITION. HOUSE 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, SHEETING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT MANUFACTURER TECHNICAL DATA. B. NATIONAL FOREST PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION," LATEST PROPERTY AS PROJECT CONDITIONS REQUIRE. SHORING AND SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL EDITION. 2. MANUFACTURER DATA FOR ALTERNATE ANCHORAGE PROPOSED BY CONTRACTOR SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR ENGINEER LICENSED IN THE PROJECT JURISDICTION HIRED BY THE CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND REVIEW AND APPROVAL. SUBMITTAL SHALL INCLUDE THE ICC EVALUATION SERVICE REPORT WITH ICC TESTED CAPACITY MEETING OR 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH SHALL BE KILN 1455 Narrow River Road CALCULATIONS FOR THE OWNER'S REVIEW. EXCEEDING CAPACITY OF ANCHORAGE SPECIFIED IN CONTRACT DOCUMENTS. DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: Orient, NY 11957 3. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED 3. UNLESS OTHERWISE INDICATED, POST INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILTI HIT-HY200 INTO CONCRETE OR GROUT RAFTERS AND JOISTS: DOUGLAS FIR-LARCH #2 OR HEM FIR #2 IN VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER, AND LIMITED FIELD OBSERVATIONS AND FILLED CMU OR STONE BASE MATERIAL OR HILT]-HIT HY70 INTO BRICK MASONRY OR UNGROUTED CMU BASE MATERIAL. BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 MEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE PROJECT DESIGN CRITERIA (AS PER TABLE R301.2(1) OF NYS RESIDENTIAL CODE) AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT 4. EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED ON THE • DATE REVISIONS REV. NR. DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS PUT IN DRAWINGS THAT THE EXISTING REBARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: GROUND BASE EXPOSURE SUBJECT TO DAMAGE FROM FLOOD PLACE. POST AND TIMBER: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 SNOW WIND CATEGORY WEATHERING FROST LINE TERMITE DECAY HAZARD 09'24'2014 FMG SET SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS BY A MEANS APPROVED BY THE ENGINEER OF RECORD. BEAMS AND STRINGERS: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 LOAD PS SPEED MPHWINDFEMA 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. THESE NOTES HIGHLIGHT RATHER THAN REPLACE THE 45 1 120 2 C 3 SEVERE (5) 48 6 MD TO HVY MI SL TO MD 8 ZONE X 9 SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL. WOOD STRUCTURAL PANEL SHEATHING 4. PRESERVATIVE-TREATED WOOD: PROVIDE TREATED DOUG-FIR #2 LUMBER COMPLYING WITH ACQ-D (CARBONATE). COPPER AZOLE (CA-B), OR SODIUM BORATIE (SBX (DOT) WITH NaS10/2) AT ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR AS FOUNDATIONS 1. PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE END USE: "EXTERIOR" (PERMANENT OTHERWISE INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ACZA TREATMENT IS NOT PERMITTED. TREATED LUMBER EXPOSURE), OR "EXPOSURE I" (CONSTRUCTION EXPOSURE ONLY) AND/OR PLYWOOD SHALL BEAR THE LABEL OF AN ACCREDITED AGENCY SHOWING 0.40 PCF RETENTION. WHERE LUMBER AND/OR NOTES: 1. BUILDING FOUNDATIONS SHALL BE CONVENTIONAL CONCRETE SPREAD FOOTINGS AND SHALL BEAR ON UNDISTURBED SOIL HAVING PLYWOOD IS CUT OR DRILLED AFTER TREATMENT, THE TREATED SURFACE SHALL BE FIELD-TREATED WITH COPPER NAPTHENATE (THE MINIMUM BEARING CAPACITY OF 1.25 TSF AS SPECIFIED BY THE GEOTECHNICAL EVALUATION REPORT (PREPARED BY J.R. 2. FLOOR SHEATHING: NOM. Y" THICK T&G PLYWOOD (48/24 SPAN RATING), APA STURD-I-FLOOR, OR ADVANTECH SUBFLOOR. CONCENTRATION OF WHICH SHALL CONTAIN A MINIMUM OF 2% COPPER METAL) BY REPEATED BRUSHING, DIPPING, OR SOAKING THIS PROJECT FALLS UNDER THE JURISDICTION OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK AS DEFINED BY SECTION 1) HOLZMACHER, DATED JUNE 11, 2014). ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE. UNTIL THE WOOD ABSORBS NO MORE PRESERVATIVE. OF THE BUILDING CODE OF THE STATE OF NEW YORK. CONTRACTOR SHALL FOLLOW ALL MINIMUMS ESTABLISHED IN NOTED CODE UNLESS ALL NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF 3. ROOF SHEATHING (STANDARD): NOM. " THICK T&G PLYWOOD (48/24 SPAN RATING). SPECIFICALLY WAIVED BY LOCAL CODE OFFICIALS. IF CONTRADICTIONS OCCUR BETWEEN THESE DOCUMENTS AND THE NOTED CODE, THE MORE RECORD. 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL CONFORM TO THE LATEST EDITION CONSERVATIVE SPECIFICATION SHALL APPLY. 4. ROOF SHEATHING (UNDER SLATE OR CLAY TILE): NOM. Y" THICK T&G PLYWOOD (48/24 SPAN RATING). OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN 1. GROUND SNOW LOAD IS BASED ON FIGURE R301.2(5) FOR NEW YORK STATE AND HAVE BEEN ADJUSTED AS PER ASCE 7 FOR FLAT OR 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTANED ACCORDANCE WITH THE NFPA "MANUAL FOR HOUSE FRAMING" OR THE GOVERNING LOCAL/STATE BUILDING CODE. SLOPED ROOF SNOW LOADS, DRIFT, ETC (EQUATION 7-1 AND 7-2). THE FOLLOWING FACTORS WERE USED FOR THIS PROJECT: THEIR 28 DAY STRENGTH. 5. WALL SHEATHING (STANDARD: NOM. Y- THICK PLYWOOD (32/16 SPAN RATING). a. I, IMPORTANCE FACTOR: 1.0 (TABLE 7-4, ASCE 7). 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF: THE GOVERNING LOCAL/STATE BUILDING CODE, (LATEST b. CE, EXPOSURE FACTOR: 1.0 (TABLE 72, ASCE 7). 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 4'-0" BELOW FINAL GRADE. 6. WALL SHEATHING (BEHIND SLATE, CLAY TILE, OR MASONRY VENEER): NOM. V THICK PLYWOOD (48/24 SPAN RATING). EDITION), OR THE MANUFACTURER'S - RECOMMENDED FASTENING SCHEDULES. c. CT, THERMAL FACTOR: 1.0 (TABLE 7-- ASCE 7). 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS. CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY 7. USE PLY CUPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, MINIMUM 18 2. BASE WIND SPEED HAS BEEN CONVERTED INTO DESIGN PRESSURES FOR MAIN WINDFORCE RESISTING SYSTEM AND COMPONENTS AND BORINGS AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS. GAUGE, INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. CONCRETE 8. LEAVE Y6" SPACE AT ALL PLYWOOD PANEL END JOINTS AND X" SPACE AT ALL PANEL EDGE JOINTS. CLADDING PER TABLE 1609.6.2(1) OF THE NYS BUILDING CODE AND TABLES R301.2(2) AND R301.2(3) OF THE NYS RESIDENTIAL CODE, 8. WHERE FRAMING LUMBER IS RUSH FRAMED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET THESE GIRDERS 1/2" CLEAR RESPECTIVELY. 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS. 9. UNLESS NOTED OTHERWISE, WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS 0 4" O.C. AT EACH SHEET (MIN.) BELOW TOP OF FRAWING LUMBER, TO ALLOW FOR SHRINKAGE. 3. EXPOSURE CATEGORY IS BASED ON R301.2.1.4 OF THE NYS RESIDENTIAL CODE. A. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDIING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" PERIMETER AND 12" O.C. ELSEWHERE. PROVIDE 2x6 BLOCKING AT ALL FREE EDGES. " " ' 9. STUD BEARING WALLS ARE TO BE 2 x 4 0 16o/c. AT THE INTERIOR AND 2 x 6 ® 16o/c. AT THE EXTERIOR, UNLESS NOTED (ACI 318), LATEST EDITION PER GOVERNING BUILDING CODE. 4. SEISMIC DESIGN CATEGORY IS BASED ON TABLES 1616.3(1) AND 1616.3(2) OF THE NYS BUILDING CODE. AS PER R301.2.2, DETACHED B. ACI "MANUAL OF CONCRETE PRACTICE" LATEST EDITION 10. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS 0 6" O.C. AT EACH SHEET OTHERWISE ON PLAN. ONE- AND TWO-FAMILY DWELLINGS LOCATED IN SEISMIC DESIGN CATEGORY A, B, ANDE EXEMPT FROM THE SEISMIC REQUIREMENTS OF C. CONCRETE REINFORCING STEEL INSTITUTE (CIRSI) "MANUAL OF STANDARD PRACTICE" LATEST EDITION PERIMETER AND 12" O.C. ELSEWHERE. THE CODE. 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW, WHERE REQUIRED INSTALL ADDITIONAL STUDS. 11. ALL FLOOR SHEATING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE AND #8 SCREWS ® 5. WEATHERING IS DETERMINED BY FIGURE R301.2(3) OF THE NYS RESIDENTIAL CODE. 2. ALL CONCRETE ON WOOD JOIST SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 6" O.C. AT EACH SHEET PERIMETER AND 12" O.C. ELSEWHERE, UNLESS NOTED OTHERWISE. 11. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. 28 DAYS, UNLESS OTHERWISE NOTED. PROVIDE WATERPROOFING BETWEEN CONCRETE AND PLYWOOD SHEATHING. ENGINEERED WOOD PRODUCTS 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. 6. THE DEPTH TO BOTTOM OF FOOTING IS ESTABLISHED BY THE LOCAL JURISDICTION. 3. ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS, 13. USE DOUBLE STUDS ® ENDS OF WALL AND ENDS OF WALL OPENINGS. 7. TERMITE PROBABILITY IS DETERMINED BY FIGURE R301.2(6) AND BY LOCAL AUTHORITIES. SEE ARCHITECTURAL DRAWINGS FOR ALL UNLESS OTHERWISE NOTED. 1. RIM BOARDS: PROVIDE CONTINUOUS 1 Ya" THICK RIM BOARDS, TIMBERSTRAND LSL AS MANUFACTURED BY WEYERHAEUSER OR APPROPRIATE DETAILS TO ADDRESS THIS CONDITION. 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO PLATFORMSTHE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" (NOM.) AT INTERIOR WALLS AND 6" (NOM.) AT EXTERIOR 8. DECAY PROBABILITY IS DETERMINED BY FIGURE R301.2(7) AND BY LOCAL AUTHORITIES. SEE ARCHITECTURAL DRAWINGS FOR ALL . OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI "DETAILS AND DETAILING OF REINFORCEMENT", WALLS APPROPRIATE DETAILS TO ADDRESS THIS CONDITION. (ACI 315), LATEST EDITION. 2. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM PSL AS MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. 9. BUILDING IS LOCATED IN FLOOD ZONE X 5. WELDED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064, WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI. AND DETAILS. 6. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. MINIMUM CONCRETE 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8' o/c. BETWEEN SLEEVES SHALL BE 6 17. BUILT UP BEAMS LESS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 2 - 16D NAILS ®16"o/c. BUILT UP BEAMS GREATER 7. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 3 - 16D NAILS @16"o/c. 8. PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: 18. WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD WALLS AT EACH FLOOR. SLABS" V (1" x 4" BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2 - 10D NAILS.) FOOTINGS: 3" 19. CHIMNEYS: ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP. CHIMNEY SHALL BE FACED WITH EXTERIOR WALLS AND PIERS (INCLUDING THOSE EXPOSED TO WEATHER): 2" FOR #6 OR LARGER, 1 J¢" FOR #5 OF SMALLER Y2" APA GRADED FIRE-RETARDANT PLYWOOD GLUED & SCREWED TO STUDS. WHERE WALLS EXCEED 4'-0" IN WIDTH, INSTALL 9. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO DIAGONAL METAL BRACING /AT INSIDE FACE OF CHIMNEY AT ALL FOUR WALLS CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 20. WHERE CANTILEVERED BEAMS ARE INDICATED, THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN UPLIFT OF 1000 LBS. 10. CLEAN AND ROUGHEN TO Y4" AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. MIN., U.N.O. 11. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND EMBED ITEMS. 21. NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL. 12. REINFORCING DOWELS, WATERSTOPS AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED PRIOR TO CONCRETE 22. WOOD HEADER SCHEDULE ROUGH OPENING WIDTH HEADER PLACEMENT. "WET-SETTING" OF EMBEDDED ITEMS IS NOT PERMITTED. 2 x 4 WALL 2x 6 WALL LESS THAN 3'-0" (2) 2 x 6 (3) 2 x 8 STRUCTURAL STEEL 3'-1 TO 4'-0" (2) 2 x 8 (3) 2 x 8 4'-1" TO 6'-0" (2) 2 x 10 (3) 2 x 10 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: 6'-1" TO 8'-0" (2) 2 x 12 (3) 2 x 12 A. AISC 360 "SPECIFICATION FOR STRUCTURAL. STEEL BUILDINGS "AND AISC 303" CODE OF STANDARD PRACTICE FOR STEEL OVER 8'-0" SEE PLANS SEE PLANS BUILDINGS AND BRIDGES". B. AMERICAN WELDING SOCIETY (AWS D1.1) "STRUCTURAL WELDING CODE - STEEL". NOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-0' WIDE, (2) JACK STUDS FOR SPANS LESS THAN 8'-0" WIDE, 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: (3) JACK STUDS FOR SPANS OVER 8'-0" WIDE. A. WIDE FLANGE BEAMS, COLUMNS AND STRUCTURAL TEES: ASTM A992 B. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B 23. ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED G185 (1.85 OZ OF ZINC PER C. STRUCTURAL PIPE SECTIONS: ASTM A53, GRADE B. SQUARE FOOT). ALTERNATIVELY, STAINLESS STEEL CONNECTIONS MAY BE USED. FASTENERS SHALL MATCH THE HANGER FINISH AND D. CHANNELS, ANGLES AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED. MATERIAL. E. BOLTED CONNECTIONS OF BEAMS/GIRDERS ARE TO BE DESIGNED AS FOLLOWS: a. STANDARD BEAM TO BEAM/GIRDER: A325 OR A490 BEARING TYPE BOLTS (-%" DIAMETER MINIMUM WITH HARDENED 24. WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS, PROVIDE FULL-SECTION BLOCKING FOR 3 BAYS WASHERS). ® 4'-0" O.C. MAX. WHERE SHEATHING IS NOT CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST. PROVIDE 18 GA x 1-1/2" b. BEAM/GIRDER TO COLUMN CONNECTIONS: A325-SC OR A490-SC TYPE BOLTS (-%" DIAMETER MINIMUM WITH x 1'-0" (MIN.) FLAT TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS. HARDENED WASHERS). F. ANCHOR BOLTS: ASTM F1554, GRADE 36. 25. ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH )�" DIA. HEADED ANCHOR BOLTS (ASTM SMIMUM EMNEM F1554) 0 4'-0" O.C. AND WITHIN 12" OF ALL SILL PLATES SPLICES. (MIN, 7" EMBED.) 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMIED BEAM CONNECTIONS, AND SHALL BE SPECIAL INSPECTIONS - SELECTED OR COMPLETED BY AN EXPERIENCED STEEL DETAILER, 1"M is 12.1 - UTILIZING ASD OR LRFD LOADS AND PROCEDURES. 1. INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE OWNER FOR THE FOLLOWING ITEMS: 32 Old Sup,10th Floor New York,NY 10005 P 212.620.7970 A FOR NON-COMPOSITE MEMBERS. PROVIDE CONNECTIONS BASED ON REACTION AS DETERMINED FROM AISC UNIFORM A. STEEL CONSTRUCTION (BC 1704.3, TABLE 1704.3) LOAD TABLE. (UNLESS OTHERWISE NOTED ON PLANS.) i. WELDING (BC 1704.3.1) B. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS REDUCE THE SHEAR OR MOMENT CAPACITY BELOW ii. DETAILS (BC 1704.3.) THAT REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEB ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY M. HIGH-STRENGTH BOLTING (BC 1704.3.3) TO SUSTAIN CONNECTION LOAD IS INADEQUATE. B. CONCRETE CONSTRUCTION (BC 1704.4, TABLE 1704.4) C. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, CONSIDERING THAT THE CONNECTION IS AN I. MATERIALS (BC 1704.4.1) EXTENSION OF THE BEAM AND GIRDERS. C. SOILS (BC 1704.7, TABLE 1704.7) 4. MINIMUM WELD SIZE IS A" FILLET UNLESS NOTED OTHERWISE. THE TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING DEPARTMENT. 5. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FADRICATED AND INSTALLED WITH NATURAL CAMBER UP. CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES CANTILEVER END. 6. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED, EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. Li 7. WELDING SHALL BE PERFORMED BY CERTIFIED LICENSED, AWS-QUAUFIED WELDERS. ELECTRODES SHALL BE AWS 5.1, CLASS E70XX (USE LOW HYDROGEN ELECTRODES FOR A572, GRADE 50 STEEL). WELDING ELECTRODES FOR ASTM A276-97 STAINLESS STEEL, GRADE 304, SHALL CONFORM TO AWS A5.4 FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E304; OR AWS A5.9 FOR GAS METAL ARC WELDING, ELECTRODE CLASS ER304, Ft=70 ksi. Li F] 8. HOT DIP GALVANIZING SHALL CONFORM TO ASTM A123, REPAIR SCRATCHES OR ABRADED GALVANIZED SURFACE WITH ZINC RICH PAINT. ALL EXTERIOR EXPOSED STEEL AND STEEL SUPPORTING EXTERIOR SHALL BE HOT DIPPED GALVANIZED. Lj 9. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION RYALL PORTER SHERIDAN ARCHITECTS OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 45 WET 21st STREET I 4th FLOOR 10. PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS. NEW YORK , NEW YORK 10010 P (212) 254 - 1175 1 F (212) 254 - 1755 ,roe MAISM 1311 I<"-OF NEWY DRAWN: SL ����L��'�°�Sy0 CHECKED: BIR DATE: 09.24.2014 o SOLea�,�y SS SCAM 1/4'-1'0' GENERAL NOTES S200 RSA X15737 STANDARD HOOK 2 "X" (MIN.) (TYP.) 2—#4 TIES @ 3 O.C. AT TOP OF PIER, BASE PLATE, SEE COHEN REMAINDER AS PER SCHEDULE TYPICAL DETAIL-+-- HOUSE a a SIMPSON EPB66 ELEVATED POST - a— . BASE (HOT DIP GALVANIZED). 1455 Narrow River Road HORIZONTAL REINFORCING TO RUN THRU UNINTERRUPTED ADDITIONAL BARS AT POST TO BE 2" FROM TOP OF PIER Orient, NY 11957 TOP OF OPENING (2—#5) a \� 4 � //\y� FOR REINFORCING � ° a ° / % F— DAT • E REVISIONS REV. NR. MAX. 2'-0" ' \/�` SEE WALL SECTIONS PROVIDE ADDITIONAL BARS x ° a \ \\ \\\ \ \\jy a a PARALLEL TO SIDES OF OPENING, T.O. PIER 09.24.2014 FKMG SET a: a � \i\/�yi�/yam. EQUAL TO AREA OF INTERRUPTED EL. SEE PLAN BARS 2—#5 MIN. (1)—#5 BAR ADDITIONAL a PIER REINF. — SEE PLAN CONTINUOUS 5" MAX. WALL FOOTING EACH FACE OF WALL 2" CLR. TYP. SLOPE BY CONTRACTOR WATERSTOP '— a : P 1'-0" TO MAINTAIN SOIL 1 y" MIN. STABILITY, VERIFY WITH DEVELOPMENT LENGTH ° GEOTECHNICAL ENGINEER NOTES: B.O. FOOTING NOTE: EL. SEE PLAN 1. HOOK ALL BARS INTERRUPTED BY OPENING. 3" CLR. MAXIMUM POUR LENGTHS: 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT NOTES: FOUNDATION WALL = 80'-0" LEINGTH BEYOND OPNG., VERTICAL BARS TO BE' FULL STORY HEIGHT. TYPICAL DETAIL DETAIL TYPICAL DETAIL 1 SEE PLAN AND FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. TYPICAL STEPPED WALL FOOTING CONSTRUCTION JOINT CONCRETE WALL OPENINGS IN CONCRETE WALLS WOOD COLUMN/CONCRETE PIER AND FOOTING DEFORMED BAR TENSION DEVELOPMENT LENGTH DEFORMED BAR COMPRESSION STANDARD HOOK CONC. WALL FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS DEVELOPMENT LENGTH _ BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI FOR NORMAL WEIGHT STONE CONCRETE is d 3/,6% 2" COLLAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE & UNCOATED BARS ALL AROUND CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II PSI 4000 PSI 5000 PSI 6000 PSI 4 #3 17 25 15 22 13 20 12 18 SIZE CONCRETE CONCRETE CONCRETE CONCRETE W Z U ' N1 #4 22 33 19 29 17 26 16 24 #3 9 8 8 8 FOR INSIDE ` PIPE #5 28 42 24 36 22 32 20 30 #4 11 10 9 9 DIAMETER, SEE #6 33 50 29 43 26 39 24 35 #5 14 12 12 12 TEE—INTERSECTION UTILITY/PIPING a #7 48 72 42 63 38 56 34 51 #6 17 15 14 14 DWGS. a • ' #8 55 83 48 72 43 64 39 59 #7 20 17 16 16 4 W #9 62 93 54 81 48 72 44 66 #8 22 19 18 18 STANDARD HOOK o a d ROLLED PLATE OR PIPE 10 70 105 61 91 WITH y" MIN. WALL THK. 54 81 50 74 #9 25 22 21 21 =#178 116 67 1 101 60 1 90 55 1 82 #10 28 25 23 23 DEFORMED TENSION BAR NOTES: #11 31 27 26 1 26 TENSION LAP 1. FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT, TENSION DEFORMED BAR COMPRESSION SPLICE DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.3x THE VALUES GIVEN. NOTE: CORNER SPACE ADJACENT TO PIPE SLEEVES 2. FOR EPDXY—COATED BARS: LAP SPLICE J A MINIMUM DISTANCE APART. EQUAL a. WHERE CONCRETE COVER IS LESS THAN 3x BAR DIAMETER, OR CLEAR SPACING IS LESS THAN FOR NORMAL WEIGHT STONE CONCRETE TO WALL THICKNESS. 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE & UNCOATED BARS FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE TABLE. 1.5x THE VALUES GIVEN. b. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3x BAR DIAMETER AND CLEAR SPACING BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI TYPICAL D IETAI L TYP I CAL D ETAI L IS GREATER THAN 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SIZE CONCRETE CONCRETE CONCRETE CONCRETE SHALL BE 1.2x THE VALUES GIVEN. #3 12 12 12 12 STRUCTURAL EWNEM H 0 R I Z 0 N TA L REINFORCEMENT AT CORNERS PIPE SLEEVE I N C 0 N C R ET E WALL CASE I; CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN BAR DIAMETER, CLEAR4 15 15 15 15 AND J U N C TI 0 N S OF WALLS AND BEAMS COVER NOT LESS THAN BAR DIAMETER, AND STIRRUPS OR TIES THROUGHOUT DEVELOPMENT LENGTH # NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED #5 19 19 19 19 if!0r-7-7,"T NOT LESS THAN 2x BAR DIAMETER AND CLEAR COVER NOT LESS THAN BAR DIAMETER. #6 23 23 23 23 ®32Old Slip,10t LCNew York,NY10005P212.620.7970 SEE PLAN CASE II: OTHER CASES #7 27 27 27 27 #8 30 30 30 30 a DEFORMED BAR TENSION LAP SPLICE — CLASS B #9 34 34 34 34 HORIZONTAL REINFORCING, EACH FACE (SEE NOTES BELOW) FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS #10 39 39 39 39 � #11 43 43 43 43 BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI Co 0) VERTICAL REINFORCING, EACH FACE SIZE CONCRETE CONCRETE CONCRETE CONCRETE a (SEE NOTES BELOW) CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II Z 0" #3 22 33 19 28 17 25 16 23 � TYP. #4 29 43 25 37 23 34 21 31 0 #5 36 54 31 47 28 42 26 38 HORIZONTAL REINFORCING, EACH FACE #6 43 65 37 56 34 50 31 46 a M (SEE NOTES BELOW) #7 63 94 54 81 49 73 45 67 RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21 st STREET 14th FLOOR #8 72 107 62 93 56 83 51 76 NEW YORK , NEW YORK 10010 CL w #9 81 121 70 105 63 94 57 86 P (212) 254 - 1175 1 F (212) 254 - 1755 • • a• • i N #10 91 136 79 118 71 106 64 96 #11 101 151 87 131 78 117 71107 JOB NUMBER: 1311 VERTICAL REINFORCING, EACH FACE (SEE NOTES BELOW) OF NE{v U—BAR TO MATCH HORIZONTAL REINFORCEMENT. U—BARS CAN BE IN SAME DRAVft- SL �� PLANE AS HORIZONTAL BARS, STAGGERED. CO CHECKED: Z (4) #6 BARS AT CORNERS, TYPICAL BR bu TYPICAL DETAIL CONCRETE SHEAR WALL TYPE SW—C DATE 09.24.2014 �o NOTES: _REINFORCING (PLAN) Ste: 14'_1.0' 1. HORIZONTAL REINFORCING ON EACH FACE IS #4 ® 12" 0/C, (TYP.) U.O.N. 2. VERTICAL REINFORCING ON EACH FACE IS #4 @ 12" O/C, (TYP.) U.O.N. TYPICAL DETAILS S201 RSA rum I I MILL BOTTOM OF COLUMN STIFFENER PLATE EACH COHEN SIDE.� THICKNESS TO COLUMN BEARING PLATE W/ /4�� HOUSE � HSS COLUMN, SEE PLANS I I 3 MATCH COLUMN I I OR SCHEDULE FOR SIZE I I A325 BOLTS (2 EACH SIDE). FLANGE BELOW I LENGTH AND WIDTH AS REQUIRED, 1450N Orient, 11g57oad z �� BASE PLATE MINIMUM PLATE THICKNESS TO MATCH FLANGE THICKNESS OF BOTTOM ELEVATION a I I BEAM BELOW TYP OF BASE PLATE z I N J II PA Z 11 1 II I I • DATE REVISIONS REV. NR. TOP OF FOOTING STEEL PLATE WITH 09.24 -.201114 FRM SET PIER OR BUTTRESS 11 WT STIFFENER EACH SIDE TO I I (4)-3/" A325—SC MATCH COLUMN ABOVE. WELDS I I BOLTS (MIN.). MINIMUM TO BEAM WEB SHALL HAVE I I PLATE THICKNESS TO CAPACITY TO CARRY ENTIRE I I MATCH FLANGE THICKNESS COLUMN LOAD OF BEAM ABOVE NOTE: I (4) )14" DIA. HEADED LEVELING PLATES ANCHOR RODS. EMBED. ARE NOT PERMITTED V-4" MAX. OR TO WITHIN 3" OF BOTTOM OF FOOTING TYPICAL DETAIL STIFFENER PLATE TYPICAL DETAIL FOR BEAM his AT BEAM SUPPORTED COLUMN CONTINUOUS OVER COLUMN his COLUMN COLUMN FULL PENETRATION WELD, TYP + + 10"x10"x5/8" BASE PLATE MILL BOTTOM OF COLUMN STEEL BEAM El ANCHOR BOLT I WT SAME SIZE ASSEE PLAN w + HSS COLUMN, SEE PLANS BEARING PLATE W/ %"0 COLUMN SECTION � ANCHOR BOLT OR SCHEDULE FOR SIZEIA325 BOLTS (2 EACH SIDE). EACH SIDE N I LENGTH AND WIDTH AS REQUIRED, + + MINIMUM PLATE THICKNESS TO SEE TAB E MATCH FLANGE THICKNESS OF I BOLTS 3/" MIN. I I + 1.5" 3" 3" BEAM BELOW II + II BASE PLATE (AT CORNER COLUMN, PROVIDE L-SHAPED STIFFENER PLATE EACH SIDE PLATE TO MATCH FLANGE THICKNESS OF COLUMN ABOVE. WELDS TO I I TIP, WT WHERE REQ'D OMIT DETAIL AT POST ON WALL DETAIL AT POST ON PIER BEAM WEB SHALL HAVE CAPACITY I I STEEL PLATE WITH WHERE BEAMS ON EITHER TO CARRY ENTIRE COLUMN LOAD I I (4)-3/4" 0 A325—SC BOLTS SIDE ARE OF SAME DEPTH ANCHOR HOLE 0 IN EDGE DISTANCE I I (MIN.). MINIMUM PLATE BOLT SIZE BASER FROM q OF I I THICKNESS TO MATCH TIP, BOLT HOLE FLANGE THICKNESS OF „0 1 X6„0 r, BEAM ABOVE 1"0 1 1 s"0 2 FULL PENETRATION WELD 1 "0 2 "0 2 V 1 0 1 2 WCO 2 TYPICAL DETAIL TYPICAL DETAIL STIFFENER PLATE TYPICAL DETAIL FOR BEAM BEAM TO BEAM MOMENT CONNECTION COLUMN BASE PLATE AT BEAM SUPPORTED COLUMN CONTINUOUS OVER COLUMN PIPE OR TUBE COLUMN SCALE: 1"=l'-O" CAP PLATE SHEAR PLATE (AT COLUMN DOUBLE ANGLES TOP) STEEL BEAM WF STEEL BEAM + + III+ + I I F REQUIRED SMR& ENGIN FOR CAPACITY, EXTEND PLATE I i Al C BOLTS AISC BOLTS THROUGH COLUMNj u 32 Old Slip,10th Floor New York,NY 10005 P 212.620.7970 HSS STEEL BEAM BEAM TO HSS COLUMN WF BEAM TO WF BEAM NOTES: 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC ONLY. THE CONTRACTOR MAY SUBMIT ALTERNATE DETAILS FROM THOSE SHOWN ABOVE, BUT IN ANY CASE THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING STEEL SHOP DRAWINGS IN ACCORDANCE WITH THE PROJECT GENERAL NOTES AND AISC GUIDELINES. CALCULATIONS SHALL BE SUBMITTED AS REQUIRED IN THE GENERAL NOTES AND ELSEWHERE IN THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL DETAIL THE PROJECT CONNECTIONS FOR THE LOADS AS INDICATED IN THE CONTRACT DOCUMENTS, PER AISC GUIDELINES. THE SCHEMATIC DETAILS ABOVE ARE NOT SUGGESTIVE OF SPECIFIC CAPACITIES. THE NUMBER AND FIL---i SIZE OF BOLTS, SIZE AND LENGTH OF WELDS, AND SIZE OF STEEL PIECES MUST BE DETERMINED PER AISC GUIDELINES AND THE CONTRACT DOCUMENTS. 3. PROVIDE FULL DEPTH CONNECTIONS AT ALL PERIMETER BEAM CONNECTIONS AND AT BEAM CONNECTIONS TO PERIMETER BEAMS, UNLESS OTHERWISE NOTED. RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21 st STREET 14th FLOOR NEW YORK , NEW YORK 10010 P (212) 254 - 1175 1 F (212) 254 - 1755 TYPICAL DETAIL SUGGESTED SHEAR CONNECTIONS AT GRAVITY LOADS �� )F NE�,Y 0 N LY DRAVOk SL CO� A 0p,4 O,A� s CHECKED: BR 1 W DATE: 09.24.2M4 I►1� TYPICAL DETAILS S202 RSA #15= FOR UPLIFT & CAPACITY SCREWS GOOD FOR BEAM FLANGE 2'-8" THICKNESS UP TO die COHEN • • SIMIPSON TO SCREWS AT 12" O.C.—STAGGERED. • 16"TYPICAL • • (MINIMUM 1 Nz" EDGE DISTANCE FROM EDGE FULL DEPTH BLOCKING BETWEEN • OF PLATE AND 4" FROM END OF PLATE) WEB BLOCKING AT TJI s" 16" 16" STEEL BEAM 16" TYPICAL JOISTS AT STEEL BEAM STEEL BEAM JOISTS, TYPICAL BOLT LAYOUT PROVIDE ITT OAK SHIM WHEN BEARING, SHEAR SEE GENERAL NOTES HOUSE A BOR EAMAOR¶WHENABEEAM�FLANGEAWIDTHBS� BOLT LAYOUTIz— PROVIDE FLAT 2x WHEN BEARING OR SHEAR I DETAIL A A GREATER THAN OR EQUAL TO 8" WALLS ARE LOCATED ABOVE BEAM _ — _ DETAIL h- DIA. A307 BOLTS )z" DIAMETER COUNTER—BORED, A307 BOLTS, " DIAMETER COUNTER—BORED, A307 BOLTS, 1455 Narrow River Road N W/ WASHERS; STAGGERED TOP AND BOTTOM, SEE DETAIL A—A STAGGERED TOP AND BOTTOM, SEE DETAIL A �q A Orient, NY 11957 BOLT—HEAD & WASHER � � I x � I I - - • — • — • — — — — T.O. JOIST �- W I — — — — 7/—/- h' T.O. JOIST MULTIPLE MEMBER LVL T.O. STEEL BEAM 09.24.2014 FMG SET BEAM; SEE PLAN T.O. STEEL BEAM TJI/LVL FLOOR JOISTSY2"O COUNTER-BORED A307 SECTION AA PROVIDE 2x BOLTS © 2'-0" (STAGGER CONTINUOUS LEFT & RIGHT) DIA. BOLTS W/ WASHERS O — — 16" O/C ® TOP & BOTTOM _ _ PLATE W/ (2) BOLTS AT EACH END NOTES: A TJI/LVL FLOOR JOISTS L7 STEEL BEAM 1. USE 1)14" x. LVL, SEE PLAN. WEB BLOCKING AT TJI JOISTS q TJI/�LVL FLOOR JOISTS PSL OR ANTHONY POWER WEB BLOCKING AT TJI JOISTS SIMPSON FACE MOUNTED HANGER 2. MAXIMUM BOLT HOLE SIZE SHALL BE BEAM BLOCKING PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER (IUS 0 WOOD FLOOR FINISHES. BEAM BLOCKING (IUS ® WOOD FLOOR FINISHES. 3. BOLTS SHALL NOT BE COUNTER—SUNK. MIU 0 STONE/TILE FLOOR FINISHES) MIU ® STONE/TILE FLOOR FINISHES) TYPICAL MULTIPLE MEMBER TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL LVL/TJ CONNECTION DETAIL LVL TJI TO STEEL MEMBER LVL TJI TO STEEL MEMBER BEARING 0 N STEEL MEMBER FOR LVL BEAMS) WITH TOP PLATE (2)S2" DIA. A307 THRU—BOLTS; NICK THREADS INSTALL BOTTOM OF BASE PLATE TO PREVENT BACK—OFF FLUSH WITH CONCRETE SIMPSON TB1460S SOLID FULL DEPTH BLOCKING, WIDTH & COLLATED SCREW ® 3" 0/C S S� WOOD POST- SEE PLAN DEPTH TO MATCH SOLID FULL DEPTH BLOCKING; OR APPROVED EQUAL WIDTHDEPTH, TO MATCH MINIMUM (2) PER BLOCKING FOR SIZE JOIST/RAFTER MEMBER I (2)42" DIA. GALVANIZED A307 THRU BOLTS, NICK THREADS TO PREVENT BACK-OFF GALVANIZED SIMPSON LCB/CB TUBE POST J 2" J COLUMN BASE OR APPROVED i L3x3xY 2" J EQUAL WOOD FLOOR JOIST/ ROOF RAFTER; SEE � PLAN FOR SIZE & SPACING cn cV O cV TYP. AT I m i [4" 16" 16" ATOP AND > L _ STEEL R II II BOTTOM die — — II I II PIPE POST A� N — SEE (SEE PLAN NOTE 2 FOR SIZE) LI_— Jj BLOCKING; LANIREAT PIPE PLAN AT TUBE I I OAK BLOCKING M r I % BENT STEEL ( I " � 3' IyOTE: SADDLE PLATE I I W AT TJI FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. i "' — STEEL R — — Y DIA. A307 THRU BOLTS; "� FLUSH W/ I L3x3x4 ( I NICK THREADS TO PREVENT of TOM SOLID FULL DEPTH BLOCKING; BACK-OFF WOOD I I AS REQUIRED Y I I A� 1 II I Y4" DIA. BOLTS W/ WASHERS ® SECTION A—A PIPE/TUBE POST 1 ( STEEL POST 16" O.C. STAGGERED TOP & BOTT., 2 BOLTS AT EACH END I I WOOD FLOOR JOIST/ROOF RAFTER CONCRETE PIER (2)-h- DIA. A307 THRU—BOLTS, 1. USE 1 314' x LVL, SEE PLANS. I I NICK THREADS TO OR WALL I I PREVENT BACK—OFF 2. AS NOTES ABOVE, WHERE POINT LOADS -P" BEAR UPON THE �C FLITCH R BEAM, PROVIDE ADDITIONAL (3)-3/4" DIA. BOLTS, I I STAGGERED AND SPACED AS SHOWN (UNLESS OTHERWISE NOTED). Ne TYP. 3. BOLTS SHALL NOT BE COUNTER—SUNK. A-A TYPICAL LVL/PSLZLSL GIRDER CONNECTION TO TYPICAL DETAIL TYPICAL SUPPORT OF WOOD POSTS TYPICAL STEEL PIPE/TUBE POST BRACING FLITCH PLATE BEAM (FOR LVL BEAM) ON CONCRETE WALL OR PIER (WITH UPLIFT) AT WOOD FRAMED FLOOR LEVELS SINGLE-LIFT STEEL POST SCALE: 1 Y2"=1'-0" SCALE: 1 "=1 '-O" o � O `' 0 STRUCTURAL ENGINEER: CD ° • 32 Old Slip,10th Floor New York,NY 10005 P 212.620.7970 WOOD POST 2 Y" DIA. A307 THRU BOLTS, NICK THREADS TO PREVENT BACK-OFF WOOD POST- SEE PLAN WATERPROOFING. SEE ARCH'L DWGS CONCRETE SLAB FOR SIZE 242" DIA. A325 BOLTS, 8x4x7/16 AT EACH SIDE EACH SIDE — STEEL POST SIMPSON TYPE LPCZ STEEL POST PLYWOOD SHEATHING POST BASE AND CAPS I • I STEEL BEAM- SEE PLAN I 1 �A (1) -X" DIA. A307 THRU—BOLT (OR APPROVED EQUAL) r� I I 00 FOR SIZE � I I I I LVL/PSL/LSL BEAM 1 3" 2- I I 1 TY2p I I — SEESTEEPLAN BEAM, I I y — Y4 RYALL PORTER SHERIDAN ARCHITECTS ° ° FOR SIZE I I _ 45 WEST 21 st STREET 14th FLOOR ° NEW YORK , NEW YORK 10010 o w I I LVL/PSL/LSL BEAM U—SHAPE P (212) 254 - 1175 1 F (212) 254 - 1755 o � U—SHAPED ' STEEL PLATE STEEL PLATE �AATE (5"3EN PL ® 314" WIDE BEAM 7 Yk" WIDE ® V4 WIDE BEAMS) DETAIL A—A TJI/LVL FLOOR JOISTS Joe NUMBER: 1311 oF Ne NOTE: DRAWN: SL C, AT CORNER CONDITIONS, PROVIDE SIMPSON LCE POST BASE OR CAP OR APPROVED EQUAL. TYPICAL CONNECTION OF WOOD POST TYPICAL DETAIL TYPICAL DETAIL CONCRETE SLAB ON TJI/LVL FRAMING CHECKM. BRz� TYPICAL DETAIL OF WOOD ON STEEL BEAM LVL/SCALE: 1PSLILSLD DAME 09.24.2014 BEAM CONNECTION TO STEEL POST ` GIRDER TO WOOD SCALE: 1"=1'-0" C3' sem" Wan TYPICAL DETAILS S203 RSA (15= INTERIOR STUD WALL L ON � (NON—STRUCTURAL). SEE COHEN BEARING CONTINUOUSLNGFULL DEPTH BLOCKING TO MATCH i ARCH'L DWGS SOLEPLATE WIDTH OF STUD WALL, TYPICAL BETWEEN BEARING WALL ON (2)-2x HOUSE FULL DEPTH BLOCKING FLOOR BLOCKING AT BEARING WALL ABOVE SIMPSON SSP TIE AT I CONTINUOUS PRESSURE SIMPSON LSTA36 STRAP TIES TO MATCH WIDTH OF ACROSS STUD ABOVE, RIM LOCATIONS EACH STUD, SEE NOTE 3 I TREATED SILL PLATES SIMPSON LSTA36? STRAPS j STUD WALL, TYP. CONTINUOUS 1Y" LSL TIES ACROSS STUD ABOVE, I BOARD AND STUD BELOW I ' I TJI/LVL FLOOR JOISTS CONTINUOUS WATERSTOP, RIM BOARD 55 arrow 119iver Road TJI LVL FLOOR JOISTS AT 48 ON CENTER � Orient, NY 11957 RIM BOARD AND STUD i / TYPICAL BELOW AT 48" ON CENTER T.O. FINISH FLOOR L — — — — — — — T.O. FINISH FL00 BEARING WALL ON _ _ _ _ _ _ T.O. FINISH FLOOR T.O. FOUNDATION STEM EL. SEE PLAN DATE REVISIONS REV. NR. EL. SEE PLANS (1)-2x CONTINUOUS I -- EL. SEE PLAN EL. SEE PLAN T.O. JOISTS 09.24.2014 FILING SET i SOLEPLATE j EL. SEE PLAN + + + + N s T.O. INTERIOR SHELF T.O.T.O. INTERIOR SHELF CONTINUOUS 1Y4" LSL RIM BOARD I CONTINUOUS 1Y4" LSL I ' EL. SEE PLAN. •` EL. SEE PLAN RIM BOARD ' — — - — — - — TJI/LVL FLOOR JOISTS CONTINUOUS (2)-2x TOP PLATE CONTINUOUS (2)-2x TOP PLATE .. WEB BLOCKING AT TJI JOISTS SEE PLAN FOR REINFORCING SIMPSON H2A TIE AT BLOCKING I FACE MOUNTED JOIST HANGERS BY SIMPSON SIZE AND SPACING :',` (2)-2x CONTINUOUS SILL BEARING WALL; SEE PLAN I I PROVIDE WEB STIFFENERS TO EACH STUD, ALIGN BLOCKING I I OR APPROVED EQUAL WITH WEB STIFFENERS I PLATE—PRESSURE TREATED AND GENERAL NOTES I 's I AT TJI LOCATIONS AND STUD AS REQUIRED i @ TJI'S — TYPICAL SEE SHEAR WALL SCHEDULE FOR ANCHOR BEARING WALL; SEE PLAN FULL DEPTH BLOCKING TO MATCH I BOLTS AT SHEAR WALLS. AT PERIMETER AND GENERAL NOTES DEPTH OF JOISTS BEARING WALLS, PROVIDE Y" DIAMETER A307 ANCHOR BOLTS AT 4'-0" O.C.; SIMPSON H2A TIE AT EACH JOIST NOTES: LOCATE WITHIN 12" OF CORNERS; 7" TO STUD, ALIGN JOIST AND MINIMUM EMBEDMENT STUD AS REQUIRED NOTE: 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. NOTE: 1. COORDINATE BLOCKING WITH MEP AND ARCHITECTURAL PENETRATIONS, 2. ALL LIGHT—GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TREATED 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. SEE ARCH & MEP DRAWINGS. MEMBERS SHALL BE HOT—DIPPED GALVANIZED. SEE GENERAL NOTES. 2. NON—STRUCTURAL INNER 2X4 STUD WALL NOT SHOWN 2. NON—STRUCTURAL INNER 2X4 STUD WALL NOT SHOWN TYP I CAL DETAIL @ FLOOR FRAMING TO 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE TYPICAL DETAIL @ FLOOR FRAMING TO PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S WOOD BEARING WALL - PERPENDICULAR JOISTS WOOD BEARING WALL - PARALLEL JOISTS RECOMMENDATIONS. SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" FOUNDATION WALL SECTION @ JOISTS BEARING ON FOUNDATION WALL WITH INTERIOR ORIENTATION OF CORNER STUD LEDGE AND STEM MAY VARY PLYWOOD SHEATHING SEE SCHEDULE FOR — SHEAR WALL TYPE SIMPSON SSP TIE AT IN LEGEND EACH STUD, SEE NOTE 3 INTERIOR STUD WALL (NON—STRUCTURAL). SEE ". SEE SHEAR WALL SEE S-206 FOR ANCHOR BOLTS AT SEE SHEAR WALL SCHEDULE I ARCH'L DWGS �� SCHEDULE FOR 16d NAILS ® FOR NAILIING PATTERN EXTERIOR PLYWOOD 16d NAILS ® 24"o/c NAILING PATTERN SHEAR WALLS. AT PERIMETER BEARING , BEARING WALL ON (2)-2x 24" O.C. SHEATHING WALLS, PROVIDE )/2 DIAMETER A307 CONTINUOUS PRESSURE EXTERIOR PLYWOOD SHEATHING 16d NAILS ® 24" O.C. ANCHOR BOLTS AT 4'-0" O.C. TREATED SILL PLATES SIMPSON L ANGLE; TYPICAL SEE SHEAR WALL SCHEDULE �" " I BETWEEN BLOCKING AND RIM BOARD wooD STUD FOR NAILING PATTERN 1 RMBOARD S 1Y4" LSL j TJI/LVL FLOOR JOISTS ORIENTATION OF :� CORNER STUDCONTINUOUS WATERSTOP, I MAY VARY 16d NAILS ® 24"o/c EXTERIOR PLYWOOD — — — — T.O. FINISH FLOOR INSIDE CORNER OUTSIDE CORNER 'T' — INTERSECTION SHEATHING TYPICAL EL. SEE PLAN T.O. FOUNDATION STEM T.O. JOISTS EL. SEE PLAN EL. SEE PLAN WOOD SHEAR WALL CORNER & 'T' INTERSECTION — PLAN SECTIONS T.O. INTERIOR SHELF SCALE: 1"=1'—0" T.O. INTERIOR SHELF �.'i � �� � EL. SEE PLAN R EL. SEE PLAN FACE MOUNTED JOIST HANGERS ' BY SIMPSON OR APPROVED EQUAL BEARING WALL ON FULL DEPTH BLOCKING TO MATCH SEE PLAN FOR REINFORCING — j WITH WEB STIFFENERS (1)-2x CONTINUOUS WIDTH OF STUD WALL, TYPICAL BETWEEN SIZE AND SPACING @ TJI'S — TYPICAL SOLEPLATE FLOOR BLOCKING AT BEARING WALL ABOVE LOCATIONS i FULL DEPTH BLOCKING TO SIMPSON LSTA36 STRAPS TIES NOTES: I MATCH DEPTH OF JOISTS ACROSS STUD ABOVE, RIM I (2)-2x CONTINUOUS SILL STRUCTURAL ENGINEER: TJI/LVL FLOOR JOISTS 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. PLATE—PRESSURE TREATED BOARD, STUD BELOW � ' AND HEADER AT 48" ON I I SEE SHEAR WALL SCHEDULE FOR CENTER T.O. FINISHED FL 2. ALL LIGHT—GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TREATED ANCHOR BOLTS AT SHEAR WALLS. — — — — — — . — . — . — MEMBERS SHALL BE HOT—DIPPED GALVANIZED. SEE GENERAL NOTES. AT PERIMETER BEARING WALLS, EL. SEE PLAN 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE PROVIDE Y2" DIAMETER A307 32 Old Slip,I Oth Floor New York,NY 10005 P212.620.7970 PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S ANCHOR BOLTS AT 4'-0" O.C.; RECOMMENDATIONS. LOCATE WITHIN 12" OF CORNERS; 7" MINIMUM EMBEDMENT 1v" LSL RIM BOARD I FOUNDATION STEM OPTIONS - SECTION @ JOISTS CONTINUOUS r - - - - - - - - - - PARALLEL TO FOUNDATION WALL WITH INTERIOR TOP CONTPLATES (2)-2x ! . i LEDGE AND STEM i PROVIDE WEB STIFFENERS j AT TJI LOCATIONS CONTINUOUS (1)-2x I I SIMPSON H2A TIE AT EACH JOIST SOLEPLATE I I TO STUD, ALIGN JOIST AND STUD AS REQUIRED � � I I i SIMPSON H6 TIE BETWEEN EACH STUD AND HEADER (TYP.) RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21 st STREET 14th FLOOR j LVL/PSL OR BUILT—UP 2x HEADER; NEW YORK , NEW YORK 10010 n i SEE PLAN FOR SIZE & LOCATION P (212) 254 - 1175 1 F (212) 254 - 1755 NOTE: 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. JOB NUMBER: 1311 2. NON—STRUCTURAL INNER 2X4 STUD WALL NOT SHOWN ��OE NElNy 3. PARALLEL (CONDITION IS SIMILAR 0DRAWN: SL TYPICAL DETAIL @ FLOOR FRAMING CO @ WINDOW DOOR OPENING - PERPENDICULAR CHECKED: BRm r z a SCALE: Y4"=1'-0" DATE: 09.24.2014 SS1d�' - SCALE: 1l4"=1'0" TYPICAL DETAILS S204 RSA#15737 COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 • DATE I REVISIONS REV. NLA. 09.24.2014 FI AIG SET THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING ,JOIST DETAILS WHEN SHEATHING THICKNESS EXCEEDS 36-, 2X_SND WALL AT WHEN SHEATHING THICKNESS EXCEEDS W. ALLOWABLE HOLES -®TJI JOISTS TRIM SHEATHING TONGUE AT RIM BOARD 16"ON-CENTER TRIM SHEATHING TONGUE AT RIM BOARD ITRM LOAD BEARING OR SHEAR WALL ABOVE MEDIATE BEARING PLATE NAIL-16D(0.135'X Al AT 16' PLATE NAIL- 16D(0.135'X Al (MUST STACK OVER WALL BELOW) NO LOAD BEARMG WALL ABOVE NO FIELD MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES MIN.DISTANCE FROM TABLE 8 114'HOLE MAY BE CUT ON-CENTER• AT 12'ON-CENTER ANYWHERE IN WEB OUT- PLATE NAIL PLATE HAIL FLOOR PANEL NAIL-BD(0.131'X 7Xe7 AT WEB STIFFENERS LOAD ABOVE IN FROM ZONES ED CANTILARGER LEVER SIDE IN 6"ON-CENTER- FLOOR PANEL NAIL- BLOCKING PANEL SIDE OF TCHED ZONE BD(0.131•X AlT REQUIRED EACH SBX: BLOCKING PANELS MAY DO NOT BLOCKING PANEL 8'ON-CENTER ' 2X4 MINIMUM SQUASHI AT BSW BE REQUIRED ABOVE 6• O O Cllf OR NOTCH FLANGE, BLOCKS OR BELOW(SEE DETAIL Ye •• 1 A'RMBER5TRAND• LSL OR • ILEVEL• I A'RIM BOARD! 1 A'RMBEHSTRAND• LSL OR B1) � � g• L t 2"a a, CLOSELY GR UPED ROUND L 2.1 0, e e ILEVEL• 116 RIM BOARD.• /� MWMUM HTOHES ARE EP PERMITTED IF MINIMUM TOE NAIL 12" B1 BIW / Y16' �KKNOCTO CKKWM)HMES MEETS REQUIREMENTS FOR ' TOE NAIL- 10D(0.128"X 31 AT 6" MIN. TOE NAIL- 10D(0.128'X 31 AT 6• ROUND oR SQUARE TOE ON-AIL ON_CENTER• ON HOLES. BOUN NAILING- WEB STIFFENERS 2X4 MINIMUM TABLE A - END SUPPORT CUT HOLES CANTILEVER TJI• RIM JOIST I (0.131'It All REQUIRED EACH SIDE SQUASH BLOCKS MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT REINFORCEMENT. KII'K AKN CODE AT 4'ON-CENTER- INSTALL PROPER BLOCKING TO SUPPORT All AT 81W AND 82W PANEL EDGES ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE MUST HAVE 13'4" MINIMUM MINIMUM FOR USE WITH A3 ONLY. SEE JOIST TJI® DAIATTACH BLOCKING PER A3 O JOIST BEARING AT ENDS. A3 A3.1 A3.2 A3.3LEVEL FRAMER'S POCKET GUIDE A3.4 •SEE ILEVEL FRAMER'S POCKET GUIDE FOR B2 62W 63 B3W CS TRAUSE 2X4 MINIMUM SQUASH BLOCKS TO DEPTH 2' Y 4' 5' W 7• EW 1t• IY z• Y 4" 5 64- 7• I$6 W 13' DETAIL ATTACH RIM JOIST PER A3 A3.1 -A3.3 INSTALLATION SPECIFICATIONS. ADDITIONAL INSUUJITION SPECIFICATIONS. TRANSFER L )�TJI ®JQ($T 110 V-0' V-6'2'-0'2'-0"S'-0' 1'-0' 1'-8'2'-8'3'-6'4'-8' DETAIL91s' z10 1'-0' 1'-8'2'-o'3'-0'S'-0' 1'-0'2'-0'2'-e 4'-0'S'-0' 230 V-0.2'-0'2'-6.3'-8-W-6' V-0'2'-0'3'-0'4'-6'5'-0' 360 1'-6.2'-0'3'-0.V-0.6-o- V-6'2'-6'3'-6'5'-0'5'-6- AV 71MBIETHSTT9WD•LSL OR LEVEL 116" 110 1'-0' 1'-0. 1'-0' 1'-0'2'-6'2'-6'5'-0' 1'-0' 1'-0' 1'-6'2'-6'4'-6'4'-8'8,-0' B'OWAIEfER MAXIMUM HOLE FOR 8'DIAMETER MAXIMUM HOLE FOR 1136'- 16' RIM BOAR2D.NAIL TO BLOCKING WITH 210 V-O. 1'-0' V-0' V-8'2'-e•3'-0'5'-8' V-0- V-0'2'-0'3'-0'5,-0'5'-6"W-6- WEB STIFFENERS 11%"- 16'DEEP BLOCKING PANE15; 4'-0'LENGTH OF 6'-0'LENGTH OF TJP JOIST DEEP BLOCKING PANELS;6'DWAEIER MAXIMUM W-6- C. EQUIVALENT NAIL THROUGH 2X_CAN7ILEVER,WOOD BACKER AND 144- 230 1'-0' 1'-0' t'-o'2'-0'3'-0'3'-6'e'-o' 1'-0' t'-0'2'-0'3'-0's'-6'S'-e'T-a' B'DIAMETER MAXIMUM HOLE FOR TO FLOOR PANEL SCHEDULE TJI• JOIST WEB WITH 2 ROWS 10D REQUIRED BOTH 8'DIAMETER MAXIMUM FOR BLOCKING A'REINFORCEMENT 1136"-16'DEEP BLOCKING PANELS; REINFORCEMENT AND FILLER FOR BLOCKING PANELS 9e-DEEP OR SHORTER BLOCKING 360 1'-0. V-0- V-6.V-6-4'-6.5'-0.7'-0- t'-0' 1'-0'2'-6'4'-0'W-6"6'-6'7'-6' tYi TIM13ERSTRAND•LSL OR ATTACH REINFORCEMENT TO JOIST WITH PANEL (0.148'X 31 NAILS AT 6' SIDES AT E1W PANELS 9>4'DEEP OR SHORTER THAN ON ONE SIDE AT E2, V DIAMETER MAXIMUM FOR BLOCKING BLOCK.USE 74'-0'LENGTH WITH THAN 12'LONG. ILEVEL• I A"RIM BOARD. ONE BD(0.131"X Al NAIL AT EACH ON-CENTER,CLINCHED.USE 560 V-0" 1'-0' V-6.N-0.W-0.5'-6'8'-0' V-On 2'-0'3'-6'S'-0'T-o'7'-8'e•-0' 12"LONG. BOTH SIDES AT E3 PANELS W DEEP OR SHORTER THAN Elk'AND 1130 TJI•JOISTS. DO NOT CUT FLANGES. CORNER 160(0.135'X 3)4)NAILS WITH 110 V-O' 1'-0' V-0. V-0- t'-o' V-0'2'-6'W-0' V-0. V-0. 1'-0-1'-6'3'-6'4'-0-e'-0'8'-0- DO NOT CUf FLANGES. 12•LONG. 3)S TJI•JOIST 210 1'-0' 1'-0' 1'-0' 1'-0' 1'-0' 1'-6'3'-0.6'-0' 1'-0' t'-0' 1'-0'2'-0.4'-0'4'-6'6'-8'e'-6' DO NOT CUT FLANGES. ATTACH REINFORCEMENT TD HORIZONTAL BLOCKING PANELS TINGE WIDTHS 14' 230 1'-0' 1'-0' 1'-0' 1'-0' /'-8"2'-0'3'-6'6,-8' 1'-0' 1'-0' 1'-0-2'-0'4'-0'S'-0'7'-0'9'-0' JOIST WITH ONE BD(0.131'% BETWEEN EACH JOIST.NAIL TO 2140 NAIL AT EACH CORNER 360 V-0- 1'-0- V-0- V-0.2'-6'3'-0•W-6.W-0- 1'-0" V-0' V-0'2'-6.5'-8• 6'-6 5'-0• 1 Yi RMBERSTRAND• LSE OR TOP PLATE WITH CONNECTIONS 560 V-0' 1'-0- V-0' P-0-2'-5'3'-0•e'-0'9'-0' V-0. V-o" 1'-5'Y-e'Y-6.7'-0,9'-0'0,-o. 1 A'TIMBERSTRAND• ESL OR (LEVEL• 1)6'RIM BOARD. EQUIVALENT TO FLOOR PANEL 210 V-O` V•a V-O' V-O`1'-0' 1'-0'1'-8'3'-6.6'-0" 1'-0, V-0- 1'-0, 1'-0'2'-6"3'-6'6-6.8-0.0'-6- SCHEOI'. ILEVEL•1 A"RIM BOARD. 12'LENGTH OF�' 16. 230 1'-0' 1'-0' 1'-0' 1'-0' 1'-0' 1'-0'Y-0.4'-0'8'-B- 1'-0' 1'-0" 1'-0' 1'-0'3'-0"3'-6'7'-0'9'-0' 1'-0' REINFORCEMENT ON F1 APPLIES 360 V-0' V-0' 1'-0• 1'-0. 17-0- 1'-0'3'-0' 6'-0'D'-0' V-0- V-0- 1'-0- 1'-0'4'-0'S'-0'9'-0.0'-0' 1'-6' ONE SIDE AT R, ATTACH REINFORCEMENT TO JOIST WEB WITH BOTH SIDES AT EES TO 660 t'-0' 1'-0' 1'-0' t'-0' 1'-0- 1'-0'3'-0'e'-6'o'-0' 1'-0' 1'-0' 1'-0' 1'-8'5'-0'6'-0'0'-0- 1'-0'2'-0• 12'LENGTH OF A' 3 ROWS 100(0.146'X 31 NAILS AT 6' UNIFORMLY TE REINFORCEMENT ON-CENTER,CLINCHED.USE 2 ROWS WITH 9Yi' FULL DEPTH VEF'TMAL REINFORCEMENT ON 4' 5' 8' Y 8' IV 12• IV i7' 4' 5" 8' 7' 6' 10• 12' 15' 17' ONE SIDE AT E7, LOADED TO JOIST NUIFi BD(0.131'%2A0 AND I%"TJI•JOISTS. BLOCKING BETWEEN BOTH SIDES AT EB • 360 V 0' 1'-0- 1'-0' 1'-0' 1'-0'2'-0•S'-0'0'-0- NAILS AT 8.ON-CENTER.WHEN EACH JOIST WOOD BACKER 'I,\�p�d�¢ JOISTS ONLY. 1a' �D t•-o• 1'-D' 1'-0.1'-0" 1'-0•s'-0. • .4•_0.6._e. 1 Y4"TIMBERSTRAND LSL OR 0•�J� NAILN'SFORCING BO1H SIDES,STAGER 1A W-`�\y`•"�''r 20• • CPL`.W". 360 1'-0" 1'-0" V-0' 1'-0' 1'-0' 1'-0'2'-0'7'-0'0'-8- 1'-0' 1'-0' 1'-0' 1'-0'T'-e'e'-0' 1'-6'I14'-0'P5'-6'I LIEVEL• 1 A"RM BOARD.CLOSURE, FACE GRAN (ESS TWIN 5' LES THAN 5-ORIZONTALIJa�OR� TABLE Bio INTERMEDIATE OR CANTILEVERSUPPORT 1-0 t'-0 1'-0 t'-0'4'-0'9'-6'12'-B 4'-6'S'-6' 88 E2 E3 E4 NOT FOR USE WITH 31/"TJI®JOIST FLANGE so E7 E8 F1 MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT WIDTHS JOIST T,�® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2' Y 4' 5' 1 614" 7' OW 11' 1 13' 2" 3' 4- 5- 6Y7' 1 7• 183C 11" 13' E)TTERIOR DECK AITACHMENT OPTION/1: WEB STIFFENER ATTACHMENT 110 V-6.2'-6•3'-0.4'-0'7'-6' 1 V-6'2'-6" 3'-5'5'-8'6'-6' TJI*JOIST BLOCKING WITH END yA. 210 2'-0'2,-6'3,-5.4'-6'1 7'-e- 2'-0'S-o'V-0"W-0'7'-0' STRUCTURAL EXTERIOR SHEATHING APPLY SUBFLOOR ADHESIVE TO ALL BLOCKS INSTALLED AT X JOIST-SPAN GAP• 230 2'-6'3'-0'4'-0'5'-0'e'-0' 2'-6'3'-0'4'-6'e'-6'Y-6' MINIMUM pi 1 C9 pi f1!`I[.ATTACH WRFi� CONTACT SURFACES LOCATIONS USING 360 3'-0'4'-0'5'-8'8'-8'9'-0' 3'-0'4'-6'5'-6'7'-e' �1'0D .0IL22'8`TX`3'NAILS, PUSHING 8D(0.113-X 7 1"1T-- 2-y4" MAXIMUM 110 V-0' V-0' V-8"2'-6.4'-0'4'-0'W-0' V-O' V-6'2'-8'4'-0'W-6.7'-0.9'-0' RANGER HEIGHT MUST BE A MINIMUM CLINCHED.USE TEN 16D(0.135' WRENS T 210 I'-0' 1' 0' 2'-0'3'-0.4'-6'5'-0'9'-0" V-O`2'-0'3'-0.4'-e'7'-6'8'-0'0'-0' OF BOX OF JOIST DEPTH X 1K'BOX NAILS FROM EACH FLUSH BEARING PLATE REQUIRED. 214' 146" 230 1'-0'2'-0'2'-6'3'-8'S'-0'5'-8'9'-6' 1'-0'2'-8'3'-8'S'-0'6'-0'8'-6'0'-0' SID WITH 314'TJI JOIST MAXIMUM Yi OVERHANG TYPICAL (1}¢" FOR • THREE 8D(0.113-X 7 NAILS, 360 2'-0'3' 0"4'-0'5'-6'7'-0'7'-6' V-0- 2'-0'3'-8'5'-0'7'-0'9'-8'9,-6' v-o- FLANGE WIDTHS. USE FIFTEEN ACKKEP BLOCK,IAL�GHT PERMITTED AT BEAM. TREATED 2X_LEDGER _.dt TJI 560 CLINCHED.THREE 16D(0.135'X 3J�� 580 V-6'3'-0'4'-6'5'-6'8•-0'8'-6'12'-0' 3'-0.4'-6'6'-0'8'-0'10'--1--0" 2'-0' NAILS WITH TJI• JOIST DEPTHS �•��� JOIST) NAILS AT 3)4'TJW JOIST FLANGE GREATER THAN 16•. BOTTOM FLANGE WITH FACE WIDE. 110 V-O' 1'-0• V-O' P-0'2'-0'2'-6'{'-5'8'-0' V-0' V-O" P-o'2'-6•W-4 W-0.9'-0"12'-0* MOUNT HANGERS1.ATTACH WITH '.J 2t0 V-0. 1'-0' V-0' V-0.2'-8'3'-0'5'-0"W-01 V_O` V-0,2'-0'3'-6.W-0 7'-0'0' 0"2'-6' SEE FASTENER 1Y4 TIMBERSTRAND WEB STIFFENER EACH SIDE SEE TEN 'OD(0.128 X Y)NAILS, • • 1' 14' 230 V-0" V-W V-0'2'-0"13'-0"3'-8'5'-6.0'-0' 1'-0. 1'-0"V-6.4'-0"6'-0'Y-6'0'-6'3'-0• CLIN^HED WHEN POSSIBLE •• TABLE BELOW.MAINTAIN LSL OR(LEVEL 116' SIZES BELOW. ;ty 2•DISTANCE(MINIMUM)FROM RIM BOARD. )�Z 360 V-0' V-W 2'-0.3'-6'5'-6'6'-0'B'-5'2'-6' V-0'2'-0•4'-0-5,-6' 2'-0' •, EDGE OF LEDGER TO FASTENER. 2X_STRAPPING INSTALLED AT YJ I,u I TIGHT 560 V-0' 1. 0. V-6"3•-6'5'-6'e'-e'9'-8'3'-6' V-0.3'-0'5'-0'7'-0'0'-0'1'-0'3'-6'5'-0' TOP HANGER JOIST-SPAN LOCATIONS USING TWO 2}4" }-=} 210 V-O' 1'-0' 1'-0' 1'-0' 1'-0" 1'-0'3'-0•5'-8'D'-6- 1'-0'1'-0' 1'-0.2'-0"IV-6;'5'-6.9'-6'2'-6' SCREWS PER JOIST,TYPICAL 230 V-0• 1'-0' 1'-0• 1'-0' 1'-6•2'-0•4'-0- W-6' 0'-6" V• O't'-0' 1'-0.2'-6"5-0.W-0"0'-6'3'-0'6'-0• BACKER BLOCK ALLOWABLE LOAD FACTORED RESISTANCE LBS 16• 360 1'-0' 1'-0' 1'-0' 1'-0'3'-0.4'-0'6'-8'10:-0;113:-6;' 1'-0'1'-0'2'-0'4'-0.7'-6'8'-6'3'-0.4'-6'7'-0' FACE MOUNT HANGER BOTH SIDES OF WEB WITH FASTENER Iy•TIMBERSTRAND•ISL(LEVEL•1A*RIM BOARD OPTION I3: 560 1,-o" V-0" 1•-0- V-0.2'-6' 3'-5'7'-Q'11-0 5-0 1•-0• 5'-6' D'-0'0'-0' 4'-6' 6'-0' 8'-0' SINGLE TJI JOIST RIM BOARD DIRECTLY APPLIED CEILING W WEB STIFFENER SIZE W WEB STIFFENER SIZE NAG BOLT 400/630 NA/NA 4' S' S' Y E' 10" 12' 13' 1Y 4' S' 8' Y 5' 10' i 15' 1Y WEB STIFFENERS REQUIRED IF LAG DOLT 475 750 400 575 1%. 46-X 24fe'MINIMUM 2}(i %'X 24(e'MINIMUM 360 1'-0' V-0- 1'-0' 1'-e'3'-0'5'-0"W-0.5'-0• 1'-0' 1'-6-{'-0.5'-6.9'-0' V-6' 9'-6' WITH TOP FLANGE HANGERS, BACKER 18' 650 1'-0' V-0' V-0' V-0'2'-0'6'-0'0'-O' 8'-6' 1'-0-Y-6'6'-0.8'-6. 1'-6'6'-6' 0'-0' SIDES OF WINGER DO NOT 1..13 O (1)THIS FACTORED RESISTANCE IS WITH A 36'GAP B THE RIM BOARD AND DECK LEDGER PB1 WHEN SPECIFIED ON TME LAYOUT,ONE OF 2y(; A'X 24(i MINIMUM y4• 2X4 H1 LATERALLY SUPPORT AT LEAST H2 BLOCK REQUIRED ONLY F'OR DOWNWARD OOPTIONSW 20• 360 I'-0 1'-0' V-0' V-0' V-0'3'-0'8'-0' 1'-0' S'-8' 1'-0' 1'-0' 1'-8'4'-0 7'-0'2'-fi' 9'-0' 1'-0' 16.OF TJI• JOIST TOP FLANGE LOADS EXCEEDING 250 LBS OR FOR •ALLOWABLE LOAD DETERMINED IN ACCORDANCE WITH AC 124. THE ABOVE BRACING IS RECJIRED CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE SBO t'-o' t'-0' t'-o' t'-0' t'-0. 1'-6' RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. UPUFT CONDITIONS. APPLICATIONS. . HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB. LEAVE K"OF WEB (MINIMUM)AT TOP AND BOTTOM OF HOLE. FASTENING OF FLOOR PANELS FILLER AND BACKER BLOCK SIZES • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12.ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. BEAM and COLUMN DETAILS GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW TJI 1 RIM BOARD TJI• JOTS'. 110 210 230 OR 360 560 • FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND HOLE MAY BE 1J4- TIMBERSTRAND• LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER ROLLS OCCUR IN THE JOIST. NAIL SIZE 110,210, 360 AND 1A" MICROVL • PARIVIAM e LEVp,• LSL OR WIDER LVL PSL NEPTH 93'OR 9Ve'OR 14'OR 914.OR 14'OR 18'OR 7 74'OR 18'OR DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES. FOR OTHER LOAD AND 230 560 TMBERSTRAND•LSL 1136' 14- 11%' 16' 11�- 16' 20' 11/°- 16' 20' • ed(0131'K Al 4' 3' 4" 3' 3' 3' FILLER BLOCK(1) 2x6+36' 2xe+16' 2x6+)4' 2X6+14" 2x72+14• Two OR WINDOW HEADER CONNECTION CONCRETE WALL CONDITIONS OR HOLE CONFIGURATIONS USE (LEVEL®TJ-BEAM® SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. E'1-;A . BEARING FOR DOOR BEAM TO M BEARING AT (ER TAIL CK SHEATHING SHEATHING SHEATHING SHEATHING)2X6 2XB JG SHEATHING 2X6TWo 2Xe IX12 BEARING AT WALL 10d(0.148'K 31,12d(0.148%W41 4• 4' 6' 4' 4' 4- 4' 1Y'TwEERSTRAND• LSL OR 16d(0.162%2h-) 6' 8• 18• 6TA7 6'� 8' 8• CANMUEVER 2x6 2X10 2x6+%" 2X10+16" 2X6+14" 2x10+14• NOT NOT ALLOWABLE HOLES - HEADERS AND BEAMS ILEVEL*116'RIM BOARD OR STRAP PER CODE IF TOP PLATE 1 ONE ROW OF FASTENERS PERMITTED 0 AT ABUTTING PANEL EDGES FOR DIAPHRAGMS.STAGGER NAILS WHEN USING 4.ON-CENTER SPACING AND MAINTAIN LLER 4'-0' 6'-0' SHEATHING SHEATHING SHEATHING SHEATHING APPLICABLE APPLICABLE BLOCKING FOR TERAL IS NOT CONTINUOUS OVER / () ) (DETAIL EJ? LONG LONG 4'-0'LONG 6'-0'LONG 4'-0•LONG 6'-0'LONG SUPPORT 36•JOIST AND PANEL EDGE DISTANCE FOR OTHER APPLICATIONS,MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST 14'AND �r:n 1.55E TIMBERSTRAND®LSL HEADERS AND BEAMS HEADER // STAGGERED. (2)CAN BE REDUCED TO 4.ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 136'(TO AVOID SPLITTING). (DETAIL F1 �-OR AW OR 36' 1•NET 2X8 2X8 2X12 2 X DIAMETER OF THE / •RECOMMENDED NAILING IS 12.ON-CENTER IN FIELD AND 6.ON-CENTER ALONG PANEL EDGE. •14 GA.STAPLES MAY BE SUBSTITUTED FOR BD IIF K HEIGHT FOR FACE MOUNT HANGERS AND 0011 149) 1 LARGEST HOLE(MINIMUM) FASTENING REQUIRDJENIS ON ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED (0.113•X ZJ-)NAILS IF MINIMUM PENETRATION OF 1' JOISTi;SEE DETAIL W.FILLER AND BACKER BLOCK LEN,INCREASE FILLER AND BACKER GTTHS SHOULD ACCOMODATE REQUIRED NAILING WITHOUT SPLITTING(12'OF 16 DEPTH ABOVE INTO THE TJI JOIST OR RIM BOARD IS ACHIEVED. MINIMIUM FOR BACKER BLOCKS AND 24"MINIMUM FOR FILLET(BLOCKS). ALLOWED HOLE ZONE TOP FLANGE HANGER •ILEVEL RECOMMENDS USING A NON-POLYURETHANE SUBFLOOR ADHESIVE ON ALL CONTACT POINTS •MAXIMUM SPACING OF NAILS IS 18'ON-CENTER FOR _ _ PROTECT UNTREATED WOOD •} BETWEEN PANELS AND FLOOR FRAMING. TJI• JOISTS. JOISTS MUST LATERALLY SUPPORTED • O O • • • FACE MOUNT HANGER DIRECT CONTACT WITH CONCRETE •NAILING ROWS MUST BE OFFSET AT(FAST)f'AND STAGGERED. CANTILEVER ANDD END BEARINGS BY BLOCKING COLUMN PANELS,HANGERS,OR DIRECT ATTACHMENT TO A HEADER OR BEAM MAXIMUM ROUND L1 L2 L3 SEE CURRENT ILEVEL ®LITERATURE O RIM BOARD OR RIM JOIST. DEPTH HOLE SIZE L4 SAFELY BRACING(1X43- FOR FRAMING CONNECTORS MINIMUM)AT 8'ON-CENTER(8' 8• 11Y,-11 %' 316' SILENT FLOOR JOIST FRAMING ON-CENTER FOR TJI• 110 JOISTS) 14'-16' 436' s` � Iu. EINgN�. MULTIPLE MEMBER CONNECTIONS DOES MID-SPAN(RE BLOCKING El OR E1 AND EXTENDED TO A BRACED END WALL SEE ILLUSTRATION FOR ALLOWED HOLE ZONE FOR TOP-LOADED BEAMS C1) TWO FASTEN X�2J40 NNIH JOISTS WITH AU_OGENERAL NOTES `4"- WIDE PIECES: (SEE WARNING). UNIFORM HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM AND/OR CONCENTRATED LOADS. 13 ROUND HOLES ONLY •MINIMUM OF 3 ROWS 10D(0.128'X Y)NAILS AT 12' • �, '• . .•"i ' ', 0 • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. r . •MINIMUM OF 4 ROWS 10D(0.128'X 31 NAILS AT 12'D.C. DO NOT BEVEL 32 Old Slip,10th Floor New York,NY 10005 P 212.620.7970 FOR D DEEPER BEAMs ELEVATED CUT JOIST 0 H2 OTHER ILEVEL® TRUS JOISTe HEADERS AND BEAMS •IF USINGING 12 12D-16D(0.148•-o.16z'DIAMETER) BEAM ON COLUMN BASE COLUMN BASE BEYOND INSIDE Al RIM BOARD JOINT NAILS,THE NUMBER OF NNUNG ROWS MAY BE BETWEEN JOISTS MICROEWJ •LVL BEARING AT REDUCED BY ONE COLUMN CAP FACE OF WALL. COLUMN E2 DO NOT OVERHANG SEAT LSL HOLE ZONE • AND PARAM HOLE ZOONE • 2 X DIAMETER OF THE CUTS ON BEAMS BEYOND 1.3E TIMBERSTRAND !h"- WIDE PIECES: 1S DEPTH A3 THE INSIDE FACE OF LARGEST(HOLE(MINIMUM) SUPPORT MEMBER. DO NOT CUT,NOTCH OR DRILL / •MINIMUM OF 2 ROWS 14"DOLTS - - HOLES IN HEADERS OR BEAMS AT 24.O.C.STAGGERED \ EXCEPT AS INDICATED IN • •J'"Ti •'w�i, d o _Z- o o ILLUSTRATIONS AND TABLES. BE LOAD MUST E APPLIED EVENLY ACROSS ENTRE \\ 1;�y�,���!d;}'i� ±:;p rY<;i'T e o e BEAM WIDTH.OTFffRYASE,USE CONNECTIONS FOR .1,•!7.,\ti• .>�;,•1�i1;.;' CS SIDE-LOADED BEAMS K• .• TJI®rim joist VERIFY COLUMN CAPACITY opnoNu ILE TIMEIW RIM BO LSL OR AND BEAM BEARING ADDITIONAL NAILING OR BOLTING ANY BE NON-SHRINK ILEVEL•116'RIM BOARD. MICROLILL•LVL AND L5 L3 PARALIAIA •PSL HEADER OR BEAU MAXIMUM ROUND O LENGTH, SEE CURRENT LES REQUIRED WITH SIDE-LOADED MULIIPLE-ME]1BER P1 P2 P3 GROUT O ALLOWED HOLE ZONE DEPTH HOLE SIZE MIDDLE YJ SPAN 4 1' SVT' 1A' ILEA LnE��RE. LnT 1V L1 d 1.3E TIMBERSTRAND• LSL ALLOWED HOLE ZONE d 7A'-20• 2' B1 H1 SEE ILLUSTRATION FOR ALLOWED HOLE ZONE TJI gJOIST NAILING REQUIREMENTS AT BEARING B2 GENERAL NOTES • ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. TJI •JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI* L5 83 • ROUND HOLES ONLY JOIST (LOAD BEARING WALL ABOVE) • NO HOLES IN CANTILEVERS. Av TMBERSTRAND•ESL OR ILEVEL• UES'RIM BOARD. ONE 100(0� 12H8-XX NI310 NAIL O • N H IN R IN KORIENTATION. USE B1 OR B2 AT ONE BD(0.113'X 21") INSTALLATION TIPS INTERMEDIATE BEARINGS NAIL EACH SIDE•DRIVE BUT ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, WITH LOAD BEARING OR WARNING RYALL PORTER SHERIDAN ARCHITECTS NAILS AT AN ANGLE AT BUT T MAY NOT BE REQUIRED. LEAST 714•FROM END. SHEAR WALL FROM END JOISTS EN 45 WEST 21 st STREET 14th FLOOR SQUASH BLACKS AND BLOCKING PANELS CARRY STACKED AT CENTERLINE JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY VERTICAL LOADS(DETAILS 81 AND 82).PACKING OUT THE OF SUPPORT BRACED END WALL- IY4'MINIMUM BEARING AT END LSO SEE DETAIL B2 WEB OF A TJI*JOIST(WITH WEB STIFFENERS)IS N01 A SEE NOTE 3 UNDER BRACING INCLUDES: NEW YORK NEW YORK 10010 SUPPORT;Vi"MINIMUM AT SUBSMUTE FOR SQUASH BLOCKS OR BLOCKING PANELS WARNING •BLOCKING •SHEATHING •STRUT LINES 2 INTERMEDIATE SUPPORT WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING H1 1 •HANGERS •RIM BOARD •RIM JOIST P (212) 254 - 1175 1 F (212) 254 - 1755 SHEAR TRANSFER: CONNECTIONS EQUIVALENT PARALLEL PARITDONS,SPACE JOISTS APART THE WIDTH TO FLOOR PANEL NAILING SCHEDULE OF THE WNL.FOR PLUMBING OR HVAC. / RIM TO Tile JOIST ADDITIONAL JOIST AT PLUMBING DROP(SEE DETAIL). • / 3)4'WIDE TJI•RIM JOIST: tY4•TIM130M WD• ESL OR LEVELS TOE NAIL WITH 10D / 116"RIM BOARD OR 1A'WIDE TJI• (0.128'X 3 NAILS,ONE X88 88�p�. 1311 RIM JOIST:ONE IOD(0.128'X 31 EACH SIDE OF TJI•JOIST L4 •• // NAIL INTO EACH FLANGE FLANGE WIDE TJI• O •••'. �• �- �' EXTERIOR DECK DO NOT IL B ON JOISTS DO NOT WALL ON JOISTS THAT ARE DO NOT STACK BUILDING MATERIALS ONLY �s N UNTIL(RACED. LYING FLAT. ON UNSHEATHED JOISTS.STACK ONLY FLooR JOIsr N ���• �. �.. 1 � ATTACHMENT Q� N 21( -2 W, WIDE4rJl RIM f '•.,, •, 4. ,i _ _ STRUCTURAL INJURY MAY RESULT. OVER BEMIS OR WALLS. �-/p �rf� JOIST:ONE 16D 0.135•x ''%% P V•``A Y NAIL INTO EACH FLANGE ' �5 WIDE TJI• SHEATHING DRAk7+J: ��, Ac$y�,A RIM JOIST di d DO NOT USE SAWN LUMBER CO 1�'MINIMUM BEARING SHIFTED JOIST FOR RIM BOARD OR WARNING NOTES: � LOCATE RIM BOARD JOINT BETWEEN JOISTS. TOP PLUMBING DROP ARJOISTL O SHRINK AFIERMAY • LACK OF PROPER BRACING DURING CONSTRUCTION CAN RESULT IN `T1 INSTALLATION.USE ONLY SERIOUS ACCIDENTS. OBSERVE THE FOLLOWING GUIDELINES: /y/�, BR BEAM ATTACHMENT AT BEARING PROTECT UNTREATED WOOD ENGINEERED LUMBER. M�• FROM DIRECT CONTACT WITH SEE AILDWA13LE HOLES 1.All BLOCKING,HANGERS,RIM BOARDS AND RIM JOISTS AT THE END SUPPORTS OF THE TASMSTS MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED. CONCRETE 114'KNOCKOUTS AT H3 2.ESTABLISH A PERMANENT DECK(SHEATHING),FASTENED TO THE FIRST 4 FEET OF JOISTS AT THE END OF THE BAY OR BRACED END WALL TIDIES: APPROXIMATELY 12' 3.SAFETY BRACING OF 10(MINIMUM)MUST BE NAILED TO A BRACED END WALL OR SHEATHED AREA AND AEACH JOIST. • A 4 1Y4'TMBERSTRAND• LSL OR ON-CENTER 4.SHEATHING MUST BE COMPLETELY ATTACHED TO EACH TJI* JOIST BEFORE ADDITIONAL LOADS CAN BE PLACED ON THE SYSTEM. W ILEVEL.• 116'RIM BOARD. 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS BY TRUSS JOIST AUTHORIZED SUPPLIER 5.ENDS OF CANTILEVERS REQUIRE SAFETY'BRACING ON BOTH THE TOP AND BOTTOM FLANGES. DAM M.i FOR REVIEW BY DESIGN TEAM PRIOR TO INSTALLATION OF FLOOR FRAMING. ��� JOIST6.THE FLANGES MUST REMAIN STRAIGHT WITHIN 1/2'FROM TRUE ALIGNMENT, 2. CONTRACTOR SHALL INCLUDE IN BID ALL REQUIRED CONNECTIONS,(INCLUDING CUSTOM BEARING PLATE TO BE CONNECTIONS)REQUIRED TO COMPLETE FLOOR FRAMING. FLUSH WITH INSIDE FACE S8 DRIVE NAILS AT AN SEE FRAMING PIAN(IF APPLICABLE)OR �WALLORMW- Silent F oor ANGLE TO MINIMAE ILEVEL INAMER'S POCKET CUIOE FOR T11.25;ONE IOD(0.128•X 30 HAIL SPLITTING OF PLATE MINIMUM END AND INTERMEDIATE ®Weyerhaeuser,iLevel®,Microllarne,Parallam®,Silent Floore,TimberStrand®,TJI®,and Trus Joist®are registered Is. EACH SIDE OF MEMBER AT BEARING. BEARING Lam• trademarks of Weyerhaeuser NR. C 2009 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. 114'MINIMUM FROM END February 2009 Reorder TJ4015 This sheet is intended as a supplement to the iLevel Framer's Pocket Guide, which should be referenced for additional information. TYPICAL DETAILS S205 RSI► X15737 COHEN ROOF TIE, SEE SCHEDULE RIM TIE, SEE SCHEDULE (� ROOF SHEATHING STUD AT TOP OF WALL PLATE PLYWOOD SHEAR WALL NOTES. H O SEE GENERAL NOTES PLYWOOD EDGE SEE TYP.DTL. HOU s E O FOR 1. STUDS, SILL PLATES AND TOP PLATES AND RAFTERS, SEE PLAN ADD'L INFORMATION FOR PLATE LAP BLOCKING SHALL BE 2X U.O.N. SEE SHEAR WALL 1455 Narrow River Road FOR SIZE AND SPACING SCHEDULE FOR SIZE AND SPACING. PROVIDE 3X FRAMING AT BOLTED FOUNDATION SILL PLATES, Orient, NY 11957 T.O. WALL HOLD PLYWOOD PANEL EDGE BLOCKING, AND STUDS EL. SEE PLAN/ARCH. SPLICE DOWN AT PLYWOOD PANEL EDGES WHERE SHEAR WALL WALL SHEATHING SOLID BLOCKING AT DESIGN SHEAR EXCEEDS 300 PLF. SEE • DATE REVISIONS REV. NR. OMITTED FOR CLARITY, ALL PLYWOOD EDGES FRAMING SHEAR WALL SCHEDULE. ABOVE. 09.24.2014 FM.MIQ SET SEE BELOW FOR TO MATCH STUD SIZE SEE PLAN. NAILING (3x AT SHEAR GREATER 2. ORIENTED STRAND BOARD (OSB) WALL SHEATHING WALL STUDS, SEE PLAN THAN 200 PLF) SHALL NOT BE SUBSTITUTED FOR PLYWOOD DOUBLE 2x PLATE, SIZE TO EDGE NAIL UNLESS APPROVED BY ENGINEER. FOR SIZE AND SPACING MATCH WALL STUDS (TYP.) SIMPSON CMST14 AT HEADER TO 3. ALL NAILS SHALL BE COMMON WIRE NAILS, AND INTERMEDIATE SHEARWALL LAP HEADER 2'-0" SHALL BE LABELED AS ENGINEERED CONSTRUCTION CONT. 2x PLATE, SIZE RIM TIE, SEE SCHEDULE O NAILING PER MIN. PROVIDE (12) 10d NAILS IN NAILS COMPLYING WITH ASTM F1667. TO MATCH WALL SCHEDULE (2) STAGGERED LINES OF (6) STUDS LSTA36 AT EACH STUD NAILS AT 3" o/c MIN. LAP WALL 4. ALL BOLT HOLES IN WOOD SHALL BE MAX 1/16" (TYP. @ EACH FLOOR) (3) STUD SPACES 4'-0" MIN. OVERSIZE. PROVIDE PLATE WASHERS AT ANCHOR PROVIDE (4 10d NAILS EA. BOLTS - SEE GENERAL NOTES FOR SIZES. o BLOCK IN 2) STAGGERED LINES HOLD-DOWN ANCHOR FLOOR SHEATHING, SEE GENERAL BL 2 NAILS OE AT END OF SHEAR WALL /—NOTES ( ) 5. AT 2X STUDS, PLATES, AND BLOCKING, PROVIDE LENGTH , SEE FASTENER FOR ADD'L INFORMATION SEE SCHEDULE FOR 3/8" MIN NAIL EDGE DISTANCE. SCHEDULE AND SHEAR RIM BOARD OMITTED FOR CLARITY STUD SIZE AND WALL END DETAIL SPACING 6. AT 3X STUDS, PLATES AND BLOCKING, PROVIDE 1/2" MIN NAIL EDGE DISTANCE - STAGGER NAILS IN 2 T.O. WALL WALL END POST - SEE LINES ALONG ADJOINING PANEL EDGES. O FLOOR TIE, SEE SCHEDULE EL. SEE PLAN/ARCH. HEADER SCHEDULE AND PLAN - PROVIDE 7. STAGGER SHEAR WALL SILL PLATE ANCHOR PLYWOOD PANEL SEE DOUBLE STUD MINIMUM BOLTS/ NAILS AND PLYWOOD EDGE NAILING. OPLYWOOD PANEL SEE SCHEDULE FOR - PROVIDE 4x POST AT SCHEDULE FOR DOUBLE 2x PLATE, SIZE TO THICKNESS (STAGGER HOLDOWNS 8. PANEL JOINTS SHALL BE OFFSET TO FALL ON THICKNESS (STAGGER JOINTS) DIFFERENT FRAMING MEMBERS WHERE SHEATHING IS JOINTS) MATCH WALL STUDS (TYP.) INSTALLED ON BOTH SIDES OF STUDS, AND NAILS N ANCHOR EDGE NAILING WALL STUDS, SEE PLAN HOSES SCHEDULE O SHALL BE STAGGERED. PER SCHEDULE FOR SIZE AND SPACING AND TYPICAL 9. DO NOT NOTCH OR BORE SHEAR WALL END POSTS. DETAILS DO NOT NOTCH OR BORE SHEAR WALL SILL AND TOP B INTERMEDIATE NAILING WALL END POST - SEE C PLATES UNLESS APPROVED IN WRITING BY THE PER SCHEDULE HEADER SCHEDULE AND O EDGE NAILING TOP OF CON STRUCTURAL ENGINEER. PLAN - PROVIDE CRETE DOUBLE STUD MINIMUM SEE SCHEDULE WALL OR TOP OF 10. HOLDOWN ANCHOR BOLTS SHALL BE TIGHTENED STEEL BEAM PRIOR TO COVERING WALL FRAMING WITH FINISHES. FLOOR SHEATHING CONT. 2x PLATE, SIZE ENGINEER TO CONFIRM. ACCEPTABLE TORQUE IS FINGER SEE GENERAL NOTES FOR TO MATCH WALL STUDS ANC O R TIGHT PLUS 1/2 TURN. DO NOT OVER TIGHTEN. ADD'L INFORMATION ANCHOR CONT. SILL PLATE BOLT T.O. FDN. WALL PROVIDE PRESSURE 11. STRUCTURAL OBSERVATION OF SHEAR WALL TREATED SILL CONSTRUCTION IS REQUIRED PER THE LOCATE FIRST ANCHOR BOLT GENERAL NOTES. �'� �. dd.' : T EL. SEE PLAN/ARCH. PLATE ® CONCRETE9" MINIMUM / 12" MAXIMUM CONT. 2x PLATE ON 4� •: d adFROM PLATE ENDS - 2 PLYWOOD NAILING PER SHEAR WALL SCHEDULE, FOUNDATION WALL, SIZE TO • d • ,:. . d . : , �:• 'd, ; • .' ' . -®: °_• • :. .d '4 .. Q�MATCH WALL STUDS, SEE ' " �` BOLTS MIN. PER PLATE - TYPICAL. SHOWN SCHEMATICALLY — SEE SCHEDULE FOUNDATION SECTIONS FOUNDACONCRTION ELEVATION SEE DETAIL FOR SIDES, SIZE, PATTERN, ETC. HOLD DOWN ANCHOR AT EACH END D WALL OR STEEL OF WALL SEE FOUNDATION SECTIONS. BEAM INTERIOR SHEATHING (ONLY LOCATE FIRST ANCHOR BOLA FOR WALLS LONGER THAN 10'-0", WHERE "DOUBLE SIDED" IS s" MINIMUM / 12" MAXIMUMS _!,_ - _-_— -_�. . -,�.--A— ----- NOTED ON SCHEDULE) F FROM PLATE ENDS; SEE ADD TIE DOWNS EVERY 6'-0". SCHEDULE FOR SPACINGTYP I CAL WOOD SHEAR 2 BOLTS MIN. PER PLATE REINFORCED CONCRETE FOUNDATION WALL WALL ELEVATION SEE PLAN FOR SIZE & LOCATION A FLOOR FRAMING TO FOUNDATION WALL OMITTED FOR CLARITY. i A PLYWOOD SHEARWALL SCHEDULE STEEL POST SIMPSON TBP1475S SCREWS EXTERIOR SHEATHING A B C� D E F G H AT 4" ON CENTER, EACH SIDE O O OHO O O O "SW—" MIN. STUD PLYWOOD NAILING STUDS OR SOLID SIMPSON HOLD 1/2" DIA. A307 SIMPSON SIMPSON ROOF NOTES NOTE: SEE TYPICAL BASEPLATE DETAIL FOR STEM WALL MARK SIZE MIN. SHEATHING EDGE / INTERIOR (in.) SPOSTS @ HEAR WALL DS OF SSHHEAR WALLS S AT DS OF ANCHOR BOLT SPACING TIE AND SPACING SPACING REINFORCING REQUIREMENTS AT BASE OF POST SW-1 2x6 1%2" (Y2" NOMINAL), SINGLE SIDED 8d ® 4"/12" (3) 2x6 ja" DIA.HANCHOR,S4 -0 _00) H8 AT EACH JOIST 10" EMBED 1TYP I CAL D ETAI L WOOD SHEAR WALL S1fn1=M& EMNEER: HDU11-SDS2.5 PROVIDE 2 POSTS AT EACH SW-2 2x6 1" (Y" NOMINAL), DOUBLE SIDED 8d ® 4"/12" 6x6 POST 1" DIA. ANCHOR, 18" EMBED 2'-0" 0'-7" H8 AT EACH JOIST END, 16" APART. PROVIDE = "� = _ (FROM TOP OF STEM) HOLDDOWN AT EACH POST9f Mimum z SEE TYP DETAIL TYPICAL 1/2" DIA. COUNTER-BORED A307 WALL SITS ON STEEL BEAM. WHERE WITH STEEL END POST 32 Old Slip,10th Floor New York,NY 10005 P212.620.7970 SW-3 2x6 1%2' (Y2 NOMINAL), SINGLE SIDED 8d ® 4"/12" (3) 2x6 CONNECTION OF WOOD BOLTS @ 2'-0" (STAGGERED 21-0" H8 AT EACH JOIST WALL HAS STEEL END POST, SEE POST ON STEEL BEAM" LEFT AND RIGHT OF WEB) TYP. DETAIL THIS SHEET. SEE TYP DETAIL SECTION WALL SITS ON WOOD BEAM - SEE TYP 1%2" (Y" NOMINAL), SINGLE SIDED 8d @ 4"/12" (3) 2x6 AT SHEAR SUPPORTED 2'-0" H8 AT EACH JOIST DETAIL THIS SHEET. WHERE WALL HAS STEEL SW-4 2x6 ON LVL" END POST, SEE TYP. DETAIL THIS SHEET, GENERAL NOTES: PROVIDE LSTA36 SIMPSON STRAP AT EACH STUD ANCHORS FOR SIMPSON HOLD DOWNS AT ENDS OF WALLS POST AT END OF SHEAR WALL WALLS NOTED AS SHEAR WALLS ON PLAN SHALL NOT BE CUT OR PENETRATED UNLESS APPROVED BY SHALL BE EMBEDDED 6" (MINIMUM) N FULL WIDTH OF EWINEER. CONTRACTOR SHALL COORDINATE ALL PLUMBING, MECHANICAL, CONCRETE WALL (NOT STEM) IN ORDER TO ACHIEVE HVAC, ELECTRICAL, ETC. ACCORDINGLY. REQUIRED CAPACITY. SUBFLOOR RYALL PORTER SHERIDAN ARCHITECTS WALL SHEATHING 45 WEST 21st STREET 14th FLOOR PER SCHEDULE NEW YORK , NEW YORK 10010 P (212) 254 - 1175 1 F (212) 254 - 1755 JW NUMBM 1311 �pF NEINY DRAT l+1: S. A0 0 ,� CHECKED., BR r fr SIMPSON MSTC66133 BENT TIE STRAP, TJI FLOOR JOIST. SEE PLAN FOR w ATTACHED TO POST AND LVL BEAM SPAN DIRECTION AND TYPICAL DAM; 09.24.2014 AT WALL END POST IN LIEU OF DETAILS FOR CONNECTIONS 8�e HOLD DOWN LISTED IN SCHEDULE MULTI—PLY LVL BEAM SCAM- tl4..1.o' ss�' N OTE: 1 . SOME INFORMATION FROM SCHEDULE NOT SHOWN FOR CLARITY. PROVIDE ALL CONNECTORS AND NAILING PATTERNS PER SCHEDULE. TYPICAL DETAILS 2. INTERIOR NON—STRUCTURAL 2x4 NOT SHOWN FOR CLARITY SECTION AT SHEAR WALL SUPPORTED ON LVL S206 m i"WM CONTINUOUS 1Y4" LSL CONTINUOUS 1Y4" LSL ( RIM BOARD COHEN RIM BOARD i CONTINUOUS WATERSTOP, CONTINUOUS WATERSTOP, � HOUSE TYPICAL CONCRETE, SEE PLAN TYPICAL E I CONCRETE, SEE PLAN T.O. FINISH FLOOR T.O. FINISH FLOOR I I 1455 Narrow River Road WALL IS NOT DESIGNED TO HAVE EL. SEE PLAN TJI/LVL FLOOR JOISTS PROJECTION ON EL. SEE PLAN � � TJI/LVL FLOOR JOISTS Orient, NY 11957 ANY VERTICAL PR x d • • x a TOP (E.G. A FENCE) T.O. GRADE AT 2B EL. SEE PLAN T.O. GRADE AT 3B • DATE REVISIONS REV. NR. `' EL. SEE PLAN \\\i\ , i\�` 09.24.2014 FLING T.O. HIGH GRADE #4 ® 12 0/C, HORIZONTAL, \���//,/� T.O. INTERIOR SHELF T.O. INTERIOR SHELF EXPOSED FACE \/ EL. SEE PLAN • \\// EL. SEE PLAN :•i • 10 \ FACE MOUNTED JOIST HANGERS BY SIMPSON OR APPROVED EQUAL #4 12" 0/C VERTICAL, \\ SEE PLAN FOR REINFORCING 'i WITH WEB STIFFENERS SEE PLAN FOR REINFORCING •;j (2)-2x CONTINUOUS SILL EXPOSED FACE SIZE AND SPACING ° •. @ TJI S - TYPICAL SIZE AND SPACING :; .: PLATE-PRESSURE TREATED r.. #5 © 12" 0/C VERTICAL, OUTSIDE FACE : ' ' FULL DEPTH BLOCKING TOMATCH DEPTH OF JOISTS • ' ° ° ° DOWELS TO MATCH VERTICAL BARS WITH ': (2)-2x CONTINUOUS SILL FULL TENSION LAP SPLICE PLATE—PRESSURE TREATED T.O. LOW GRADE T.O. GRADE AT 2A �• T.O. GRADE AT 3A77- ' \/ / / % . SEE PLAN \\i�\i\\\,\ %/%//iy/%//��//���/%�%�i EL. —5 —0' %\�/\\//\\//\\/ //\/ ��\ \\\i\\\i\ :°' ELEL. SEE PLAN \\\i C) DRAINAGE BOARD AND CONTINUOUS WATERSTOP, DRAINAGE BOARD AND CONTINUOUS WATERSTOP, DAMPROOFING. SEE TYPICAL DAMPROOFING. SEE ARCH'L DWGS. EXTEND TYPICAL ARCHIL DWGS. EXTEND 6" ° • 2'-6" TO TOP OF GRADE SEE PLAN FOR FOOTING TO TOP OF GRADE ,•• FOOTING DRAIN IN GRAVEL INFORMATION FOOTING DRAIN IN GRAVEL SEE PLAN FOR FOOTING a AND GEOTEXTILE FILTER AND GEOTEXTILE FILTER • INFORMATION (5) #5 LONG—WAY • A FABRIC. SEE ARCH'L DWGS FABRIC. SEE ARCH'L DWGS B.O. FOOTING CONTINUOUS B.O. FOOTING .° B.O. FOOTING G EL. SEE PLAN EL. VARIES. SEE PLAN �i.�//��//,��///�///�///�% 1'-0" EL. VARIES. SEE PLAN / / / 1'_0" #5 ® 12" 0/C SHORT—WAY TOP NOTES: NOTES: 1. SEE TYPICAL DETAILS ON S-204 FOR ADDITIONAL INFORMATION (ANCH(ORS, HANGERS, ETC) 1. SEE TYPICAL DETAILS ON S-204 FOR ADDITIONAL INFORMATION (ANCHORS, HANGERS, ETC) NOTES: 2. EXTERIOR STAIR NOT SHOWN FOR CLARITY 1. ALL REBAR IN CANTILEVERED RETAINING WALL AND FOOTING TO BE EPDXY COATED. SECTION 1 S ECTI O N2A/2B S300 SCALE: 1/2 —1 —O S300 SECTION 1 —0 3A/3B S300 SCALE: 1/2"=l'—O" - GLAZING. SEE ARCH'L DWGS CONTINUOUS 1Y" LSL RIM BOARD CONTINUOUS 1Y4" LSL STAIR LANDING RIM BOARD CONTINUOUS WATERSTOP, CONTINUOUS WATERSTOP, TYPICAL TYPICAL i POST/COLUMN. SEE TYPICAL DETAILS T.O. FINISH FLOiOR CON;RETE, SEE PLAN i I FOR BASE CONNECTION TJI/LVL FLOOR JOISTS T.O. FINISH FLOOR I TJI/LVL FLOOR JOISTS EL. SEE PLAN EL. SEE PLAN I T.O. FRAMING '—x• T.O. FINISH FLOOR EL. SEE PLANEL. SEE PLAN T.O. FOUNDATION STEM .j . EL. SEE PLAN SINC7URAII, ENGINEER: T.O. INTERIOR SHELF + IF T.O. INTERIOR SHELF EL. SEE PLAN :' . EL. SEE PLAN 32 Old Slip,10th Floor New York,NY 10005 P 212.620.7970 C—CHANNEL STRINGER. FACE MOUNTED JOIST HANGERS SEE PLAN BY SIMPSON .:v . OR APPROVED EQUAL ENGINEERED LUMBER WITH WEB STIFFENERSSEE PLAN FOR WALL REINFORCING { a (2)-2x CONTINUOUS SILL FRAMING. SEE PLAN : @ TJI'S — TYPICAL SIZE AND SPACING. REINFORCING TO11 1 PLATE—PRESSURE TREATED .°• BE CONTINUOUS .... SEE PLAN FOR REINFORCING FULL DEPTH BLOCKING TO :.: :., • ' MATCH DEPTH OF JOISTS • SIZE AND SPACING PIER. SEE PLAN (2)-2x CONTINUOUS SILL LINE OF FOUNDATION WALL BEYOND FOR REINFORCEMENT PLATE—PRESSURE TREATED T.O. GRADE \\,\\,\\,� //%/�i�//%//%//%//j��/i��% T.O. GRADE \\\,�\\ \,\ • :4,6 �:% EL. SEE PLANEL. SEE PLAN DRAINAGE BOARD AND ;. .. ..• CONTINUOUS WATERSTOP, DRAINAGE BOARD AND ..: C(ONTINUOUS WATERSTOP, DAMPROOFING. SEE TYPICAL DAMPROOFING. SEE TYPICAL :. '• . ARCH'L DWGS. EXTEND TO TOP OF GRADE ARCHIL DWGS RYALL PORTER SHERIDAN ARCHITECTS SEE PLAN FOR FOOTING 45 WEST 21st STREET 14th FLOOR FOOTING DRAIN IN GRAVEL .. . 'q ' AND GEOTEXTILE FILTER INFORMATION FOOTING DRAIN IN GRAVEL FABRIC. SEE ARCHIL DWGS AND GEOTEXTILE FILTER NEW YORK , NEW YORK 10010 • FABRIC. SEE ARCH'L DWGS P (212) 254 - 1175 1 F (212) 254 - 1755 B.O. FOOTING , d °� B.O. FOOTING a EL. SEE PLAN 1 _0„ EL. SEE PLAN %i�//i�//i�//i�//i�/i�//i�//�� �_0" JOB NUMBER: 1311 NOTES: SEE PLAN FOR FOOTING ��pF NE�,Y 1. SEE TYPICAL DETAILS ON S-204 FOR ADDITIONAL INFORMATION (ANCHORS, HANGERS, ETC) INFORMATION �. Quo O� DRAWL SL NOTES: CO�Q 1. SEE TYPICAL DETAILS ON S-204 FOR ADDITIONAL INFORMATION (ANCHO)RS, HANGERS, ETC) CHECKED: BIR SECTION 4 SECTION � g SCALE: 1/2"=V—O" S300 DATE: 09.24.2014 898 SCALE: 1/2"=1'-0" S300 SStd��• SCALE: 1/4'•1'0" FOUNDATION SECTIONS S300 RSA #15M 2x4 AT EACH TJI. LAP COHEN MINIMUM 5'-0" WITH TJI ROOFING PACKAGE. SEE ARCHITECTURAL DRAWINGS Y2" DIAMETER COUNTER-BORED, A307 BOLTS, STAGGERED HOUSE r _ TOP AND BOTTOM. SEE TYPICAL DETAILS — 1455 Narrow River Road SIMPSON IUS FACE MOUNTED HANGER Orient, NY 11957 SHEATHING AT INTERIOR. WOOD DECK STRUCTURE AT SCREENED-IN PORCH • DATE REVISIONS REN. NR. S W-BEAM (HOT DIP GALVANIZED). 09.24.2014 FWNG SET SEE PLAN PSL OR ANTHONY POWER BEAM BLOCKING i 5/16 TJI FRAMING. SEE PLAN HSS COLUMN (HOT-DIP WEB BLOCKING AT TJI GALVANIZED). SEE PLAN JOISTS GLAZING. SEE ARCHITECTURAL DRAWINGS NOTE 1. SEE ARCHITECTURAL DRAWINGS FOR FLASHING, SEALANTS, ETC. SECTION 1 SCALE: 1"=1'-0" S400 GLAZING. SEE ARCHITECTURAL DRAWINGS FINISH FLOOR. SEE 10%3-0/4" BASEPLATE, WELDED - ARCHITECTURAL DRAWINGS ALL AROUND TO W-BEAM, WITH 1 ------ 5/16" FILLET WELD RAISED FLOOR. SEE 5/16 ( ARCHITECTURAL DRAWINGS HSS COLUMN (HOT-DIP TJI FRAMING. SEE PLAN GALVANIZED). SEE PLAN (3) 1-"x9Y2" 2.01 LVL TO SUPPORT GLAZING WHERE TJI FRAMING IS PA L TO GLAZING. PROVIDE SOLID BLOCKING BENEATH GLAZI HERE TJI FRAMING IS PERPENDICULAR. W-BEAM (HOT DIP GALVANIZED). MC12x10.6 PERIMETER [DECORATIVE SEE PLAN CHANNEL (HOT DIP GALVANIZED) 7TYP TOP AND BOTTOM NOTE 1. SEE ARCHITECTURAL DRAWINGS FOR FLASHING, SEALANTS, ETC. SECTION 2 SCALE: 1"=1'-0" 5400 STRUCTURAL ENGD EM E]m=rcWWrmT=mTm_ LZM�621 =Ir= 32 Old Slip,10th Floor New York,NY 10005 P 212.620.7970 D F] RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21 st STREET 14th FLOOR NEW YORK , NEW YORK 10010 P (212) 254 - 1175 1 F (212) 254 - 1755 JOB NUMBER: 1311 OF NE�� DRAW SL y��F� AQ ,O'A CHECKED: BR r 70 DATE 09.24.2W 6a �•� SCALE: SUPERSTRUCTURE SECTIONS S400 RSA #15M GENERAL MECHANICAL NOTES 8. Duct airflows shall be balance with dampers. In coordination with 475 these dampers shall be I COHEN 1. The contractor shall comply with the requirements of orated in duct branches and balanced in the local jurisdictions'applicable building code(s)and coordination with 475. mechanical code(s).The mechanical work shall also 9. Mechanical contractor to submit two(2)copies of comply with applicable sections of the New York State shop drawings of all sheet metal ductwork prior to HOUSE Energy Code. fabrication of any ductwork,A copy to 475 and a copy 2. The contractor shall supply and install all equipment, to the Architect.The shop drawings to clearly show hardware,controls,valves,copper, pipes,refrigeration complete coordination with architectural drawings, 1455 arrow River Road Orient, NY 11957 system as well as any other material that are required as-build site conditions and other trades. By to provide a complete and fully functional system even submitting shop drawings to 475 and architect,the if not specifically shown on the drawings. contractor acknowledges that the coordination has 3. The contractor shall secure all permits and inspections been completed.Submittals to be clearly legible(no as required by the applicable codes and regulations. faxes)to be accepted by 475 and architect. Failure to DATE REVISIONS 4. No deviation from the mechanical drawings shall be comply with this requirement shall result in contractor permitted without prior written request by mechanical assuming full responsibility for satisfactory contractor and written approval from 475. performance of all mechanical systems and ductwork. a. ET 5. All equipment, ductworks, pipes,valves,controls, 10. One reviewed submittal (and corrected if refrigeration system or other elements that require necessary)copy will be returned as soon as possible access for service, inspection or adjustment shall be to mechanical contractor. provided with access panels or doors. Access shall 11. All duct connections,seams,joints and fittings shall be comply with manufacturer's recommendations and sealed in accordance with the NYS Energy applicable code(s).The contractor shall coordinate all Conservation code.Tapes and mastics used for the access doors or panels with the Architect. creation of these seals to comply with UL181A or UL 6. The contractor shall provide specification submittals on 1818.Comfotube to manifold connections,and to all equipment for approval!prior to purchasing or proprietary register boxes and proprietary booths are installing any equipment,even if the equipment is as sealed by a gaskets and do not require additional specified on the drawings. One copy shall be sealing. submitted to 475,One copy to the Architect. 12. Plenums and air transfer cavities shall comply with the Submittals shall be clearly legible. Failure to comply requirements of applicable codes. with this requirement shall result in the contractor assuming complete responsibility for the final proper performance of all systems. AIR HANDLERS 7. The Contractor shall visit the site and familiarize himself with all existing conditions as they relate to the 1. Each air handler shall be provided with code compliant proposed work prior to submitting a bid.The contractor condensate drains to an approved and designated shall be responsible for completing all work related to drain. site conditions even though they may not be indicated 2. Vibration isolators to be installed between all structural on the project's drawings. connections of air handlers and the building structure. 8. Prior to the start of work,the contractor to verify all 3. It is the responsibility of the mechanical contractor to existing conditions shown on drawings.The contractor keep coils protected from damage,dust and debris shall report and discrepancies to Architect and 475. during construction. If coils are found to be dirty or 9. All equipment, materials and workmanship to comply damaged (not in new condition)the mechanical with the requirements of the specifications,codes, contractor is responsible for getting them into"as new" regulations and local laws. condition(no dirt or damages that impeded 10. The mechanical contractor to provide the owner with performance in any way) two copies of a complete start up procedure and maintenance manual.They manual shall include instructions for all equipment and controls as well as CONTROLS an as built drawing that shows the location of all equipment,ductwork,copper,pipes,valves, controls, 1. Thermostats and controllers shall be located as and any other elements installed that may require indicated on the drawings. Final coordination with service, maintenance or inspection. Architect to determine exact placement. 11. The contractor shall provide suitable waterproofing at 2. The mechanical contractor is responsible for all exterior penetrations such as walls, roofs and purchasing all control equipment including foundations and any other locations that would thermostats,transformers,relays,controllers and normally require waterproofing. similar equipment and shall be installed conforming 12. The contractor shall coordinate with the Architect and with the manufacturers written instructions. The general contractor the airsealing of all penetrations his manufacturer shall be consulted regarding the power ductwork, pipes,equipment,wiring etc.mades in the requirements for all equipment. / designated airtight layer. 3. The general contractor shall require the mechanical / 13. The contractor shall bear complete responsibility for contractor to retain an independent control engineer to making all adjustments required to optimize the provide control wiring schematics for all mechanical performance of all systems.475 will work with the equipment requiring controls.The mechanical contractor to balance ventilation(HRV and split contractor shall also retain and electrician to wire all system)airflows at mutually agreed schedule. equipment and controls. 14. All Mitsubishi equipment shall be installed by a Mitsubishi certified installer and per Mitsubishi ----------------------------- ----- requirements and best practices. DRYER - See specifics in equipment schedule of Mitsubishi system 1. Domestic clothes driers shall be installed in conformance with all applicable codes and is vented to exterior with a 4"diameter#24 gauge galvanized steel I / CONDENSING UNITS duct.The line shall have a cap dampers as specified in the drawings and motorized damper on the supply 1. Mitsubishi outdoor unit located as per Architect. duct which is opened when dryer is in operation. Mechanical contractor to install condensing unit(s) in compliance with all applicable codes and regulations. 2. All refrigerant lines shall be copper tubing Type ACR, START-UP &TESTING / complying with Mitsubishi requirements and ASTM B \ / 230.Copppper tubing to be Gpre-)insulated with 1. The contractor shall assume full responsibility for \ ARMAFLEX AP 3/a'thick.Where refrigerant lines are start-up and testing of all mechanical systems. I \\ 1 run below grade,the insulation shall be Pittsburgh 2. Contractor is responsible for performing all tests I corning Foamglas 3/"thick with Pittwrap jacketing. All required by applicable codes and regulations. I 25 SOA UPPLY v insulation shall be installed in compliance with 3. Completed systems to have start-up and sufficient I ❑ \ / manufacturer's written installation instructions and testing of the completed system to verify proper I 0 0 \ / cover all exposed copper parts of the lines, operate in accordance with design documents and I 0 \ / connections and junctions. industry best practices.Testing to include(but not be I 0 n 0 \ / 3. Piping and refrigerant lines shall be supported in limited to)operating each system in all modes of \ accordance with the requirements of applicable codes operation (heating, cooling,dry mode,ventilation, 0 4. All evaporators,condensers and cooling coils shall be dampers)to verify that all functions operate properly provided with code compliant condensate drains to and are fully functional. Any test recommended by the I 0 0 J V approve receptors. manufacturer shall also be performed.Testing shall I p =u \ 5. All piping and lines shall be protected from freezing include testing of the electric dryer system.A written I \ 6. All pipe coverings, lines and insulation,including vapor report of start-up completion,including a list of task I 4x12 / \ barriers to have a max. flame spread rating of 25 included shall be provided to both the Architect and t I 1 %1.11-4 without evidence of continued progressive combustion, 475. 25 4x12 / \ and shall have a max smoke development rating of 50. 4. Upon request the contractor shall demonstrate the / \ 7. Shut off valves and unions shall be installed in piping proper system operation in the presence of 475 or ---- ---- / I and lines as needed to facilitate servicing and Architect after completion of the start-up testing. ---- FX replacement,even if not shown in the plan or details. 5. Contractor shall provide on-site operating instruction to 8. Dielectric fittings shall be used to join pipes of the owner of all systems, and shall provide the dissimilar metals. follow-up support as requested by owner until the 9. Contractor to assume full responsibility for properly owner becomes familiar with the operation of the / sizing the refridgerant lines based on the actual line systems. Contractor to provide to owner all copies of JT4 lengths and relative elevation of the equipment owner manuals in'as new"condition and provide a �I 25 TR I / one page document that outlines filter change and III ( ° ) I/ J other maintenance recommendations as �' ----- ----- GRILLES&DIFFUSERS recommended by the manufacturers. I I I 1. Grille and diffuser areas on drawings are open area for III 0 0 0 0n It It architect's reference only. All grilles and diffusers III 0 0 des'gned/s ecified by architect. III 0 �y 2. Mechanical contractor to submit two(2)copies of shop III 0 a drawings of all grilles prior to construction of grilles.A III copy to 475 and a copy to the Architect.The shop III drawings to clearly show complete coordination with �I architectural drawings,as-build site conditions and --- ---- other trades. By submitting shop drawings to 475 and --- ---- architect,the contractor acknowledges that the r----------'---------------- --- -- -� � - -- coordination has been completed. Submittals to be I :;•s clearly legible(no faxes)to be accepted by 475 and I w architect. Failure to comply with this requirement shall m full responsibility for MECHANICAL PLAN NOTES: I result in contractor assuming p y satisfactory performance of all mechanical systems and ductwork.\ 1 All units Mitsubishi One reviewed submittal(and corrected if necessary) Oa 2s copy will be returned as soon as possible to SUPPLY o -- -----. mechanical contractor. 2 Outdoor unit - MXZ-8B48NAR1 RYALL PORTER SHERIDAN ARCHITECTS Ductwork All ductwork to comply with applicable mechanical Max refridgeration lines length 65' 45 WEST 21st STREET I 4th FLOOR 1. codes and S.M.A.0 N.A specifications unless 3 AIR HANDLERS: NEW YORK , NEW YORK 1 0 0 1 0 otherwise noted. No ductwork less than#24 gauge P 212 254-1175 1 F 212 254-1755 shall be used. AHU-1 SEZ-15 ) ) 2. All ductwork to conform with applicable mechanical codes and all sheet metal duct lined on all four(4) AHU-2 SEZ-15 sides with 1/2"ARMACELL closed cell duct liner for 3' AHU-3 SEZ-12 from each exhaust and supply grille. No sheet metal AHU-4 SEZ-12 JOB NUMBER: 1311 !"- shall be visible inside the ducts with grilles in place,all ER q, joints of ARMACELL butted tightly and overlapped in ( w `P S- r�RoAy corners. I T-# = thermostat MHK1 for AHU-# 3. All duct dimensions are exterior sizes and are sized for I i DRAWN: WWR Q V t F\ airflow within the duct liner. If mechanical contractor changes duct sizing-contractor assumes full responsibility for satisfactory performance of all I ! I 4 HRV CHECKED: WR y Zehnder comfoair350 mechanicals stems and ductwork. 4. All ducts and parts of the system to be suspended I I from the buildings structure in a secure and neat I I manner. Ductwork shall be secured eight feet(8'-0") I I I HRV ducts DATE: 09.24.2014 4e% 0150, 4� on center maximum. Hangers to be one inch(1")wide I I I „ p� etc #16 gauge galvanized steel straps. I i 3 comfotubes (int) N F 5. Zehdner COMFOTUBES shall be secured eight feet 8'-0")on center maximum (vertical and horizontally) I I 6" comfopipe (ext) SCALE: 1/4"=1'0" with steel straps or other means accepted in writing by I I 475. ( �� I I 5 Tankless instant HW 6. If COMFOTUBES do not terminate in a Zehnder ❑ n n n n n --------J a Model register,then proprietary Zehnder COMFOTUBE --- --- - Takagi M d I T-H3 connections to sheetmetal shall be used.These M EC H NOTES &ENTRY proprietary connections shall be screw connected and sealed with duct mastic. LL Manifold with direct runs (1/2" pex) 7. Vibration isolatingcanvas connections to be provided i � to each hw faucet LEVEL M ECH PLAN at all equipment tduct connections-Zehner HRV is exempted for this requirement.Connections shall be two to four inches(installed length)and installed in 6 Electr radiant floor Suntouch/Nuheat such a manner as not to alllow vibrations from air for specified areas handlers to be transmitted to ductwork. TR = programmable thermostat for elec. rad floor M 10 1 COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 �. DATE REVISIONS 09.24.2014 FILING SET / - 34x6 / T1 / - I / / AHU-1 / bottom / return I I I I I I I ------------- .........._.._........-...- ------ ... -- - I I I I I I I I I I I I I I - I I \ I n T1I / If - ExhaustlSupply % \\ I I I AHU-3 I for HRV and THW I / I ' I O I I � I I I 0O04x1 0 III III IIIIIII II II II AHU-2 II I! 34x636x6 x12 T3I I T2 3 17 5 ..............O717 --V ------------ IR .....-._ ` j >�j31 f€ '0 MECHANICAL PLAN NOTES:0 0 OO 0 0 O Z" 000 1 All units Mitsubishi00000 - . �I 2 Outdoor unit - MXZ-81348NAR1 eration lines length 65' RYALL PORTER SHERIDAN ARCHITECTS Max refrid g g 45 WEST 21st STREET I 4th FLOOR - I NEW YORK , NEW YORK 10010 I - -----. _._._..............----._.._..._.........._. 3 AIR HANDLERS: AHU-1 SEZ-15 P (212) 254-1175 1 F (212) 254-1755 AHU-2 SEZ-15 AH - - I U3 SEZ 12 I AHU-4 SEZ-12 JOBB NUMBER: 1311 T-# = thermostat MHK1 for AHU-# s RA��/y I I DRAWN: WWR t� ��P A((- � I \X i5 ? a� 4 HRV CHECKED: WR Zehnder comfoair350 / it I i I DATE: 09.24.2014 'A tia 15�t0 HRV ducts , MXZ-8648NAR1 j 3" comfotubes (int) I I 6" comfopipe (ext) SCALE: 1/4°_110" -- I I I I 5 Tankless instant HW ----------------- i I --------------- Takagi Model T-1-13 Manifold with direct runs (1/2" pex) LIVING & MASTER LEVEL to each hw faucet MECHANICAL PLAN I I 6 Electr radiant floor Suntouch/Nuheat jI for specified areas I I TR = programmable thermostat for I ------------------------- --------------------------- -------------------------- I elec. rad floor ————————————