The URL can be used to link to this page

Home My WebLink About40886-Z ��o�OSUFFOI' ,� Town of Southold 6/18/2020 0 !;A P.O.Box 1179 o _ g 53095 Main Rd y�jol �aou Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41193 Date: 6/18/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 29821 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 14.-2-1.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/19/2016 pursuant to which Building Permit No. 40886 dated 8/8/2016 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 upper level deck and balcony lower level deck exterior storage and carport as applied for. The certificate is issued to Levin,David&Lindsay of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0035 3/3/2020 ELECTRICAL CERTIFICATE NO. 40886 3/20/2018 PLUMBERS CERTIFICATION DATED 5/24/2018 Nerek RaWo l A th ' d §ignature FFOLIr TOWN OF SOUTHOLD Cot BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40886 Date: 8/8/2016 Permission is hereby granted to: Levin, David 40 E 19th St New York, NY 10003 To: construct new single-family dwelling and accessory swimming pool as applied for per SCHD, Trustees and DEC Non-Jurisdiction letter. Two Certificate of Occupanices are required. 2/22/18 swimming pool has been removed from this permit. Applicant will apply for a separate pool permit. At premises located at: 29821 Route 25, Orient SCTM #473889 Sec/Block/Lot# 14.-2-1.9 Pursuant to application dated 7/19/2016 and approved by the Building Inspector. To expire on 2/7/2018. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,292.00 O -NEW DWELLING $50.00 ELECTRIC $350.00 Total: $2,992.00 Building Inspector 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road ; 4 Fax(631)765-9502 P.O.Box 1179 _ roger.richert(a-town.southold.ny.us Southold,NY 11971-0959 °®ly C -. ®UNTO ��,_i BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Levin Address: 29821 Route 25 city:Orient st: New York zip: 11957 Building Permit#: 40886 Section 14 Block: 2 Lot- 1.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric License No: 5220-E 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 Attic Garage INVENTORY Service 1 ph 400A Heat ELEC Duplec Recpt 58 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 9 Wall Fixtures 22 Smoke Detectors 3 Main Panel 2-200A/C Condenser Single Recpt Recessed Fixtures 67 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 2-2QQ Switches 75 Twist Lock Exit Fixtures 9 TVSS Other Equipment. 2- Combination Smoke/ CO Detectors, 68 ft. Cove Lighting, 1- Heat Pump, 1- 40A Wall Oven, 1- 40A Cook Top, 1- Range Hood, 1- Sauna (40A), 13- ARC Notes. Fault Circuit Breakers. Inspector Signature: --� Date: March 20, 2018 0-Cert Electrical Compliance Form.xls f I - -�,�oF soUT�o Town Hall Annex 1 Telephone(631)765-1802 54375 Main Road ,;, Fax(631)765-9502 P.O.Box 1179 , Q Southold,NY 11971-0959 BUILDING DEPARTMENT D TOWN OF SOUTHOLD DD MAY 2 5 2018 a. TOWN OF SOUTHOLD .CER_T-IFICATI-O_N f ' Date: Building _, Building Permit No. Owner: Nvlv) - ' (Please print) - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbe afore) Sworn to before me this day of - 20 DOROTHY ANN LAMBOY Notary Public,-State of-New York NO 01LA6269458 \ tOualified it Suffolk County Commission Expires September 24,20 P Notary Public,- c Fav\Y_�ourity 9 I LIOM S AL1 Ar;hiFect. ARG141TECTURE: LC U f; P rl I U.'8 October 12, 2016 To Southold Building Department, Re: Levin House — Foundation Waterproofing 29821 Main Road Orient, NY 11957 The foundation waterproofing as carried out by Manuele Contracting at 29821 Main Road, Orient, New York conforms to the construction drawing set dated 05.27.16 and approved by the Southold Building Department on 08.08.16. Sincerely, lilt, 0. 0150hLo OP !NEMA '40 William Ryall, AIA D OCT 1 2 2016 BUILDING DEPT. TOWN OF sOUTHOLD RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE,SUITE 300 NEW YORK,NY 10010 646-809-4343 _ ® IKE 12 - D AUG 21 2017 August 16th, 2017 t�G DEPT. TOWN OF SOUTHOLD To Southold Building Department, Re: Levin House — Framing Certification 29821 Main Road Orient, NY 11957 The framing as carried out by Manuele Contracting at 29821 Main Road, Orient, New York conforms to the specifications provided by Robert Silman & Associates Engineers — as per the construction set dated 05.27.16 and approved by the Department of Buildings on 08,.08.16. Sincerely, g��EtED Agcy ��v` meq,S. RYgI!✓�� o_o � 0. 0150 D E`o �O A' N ESN William Ryall, AIA l Ryall Porter Sheridan Architects ❑�� ,• _ �jC D 45 west 21 Street 0New York, NY 10010 www ryallporter.com A U G 2 1 2017 T 212 254 1175 F 212 254 1755 B ILDIN a DEPT. TOWN OF SO OLID ARCH9TECTURE PLANNMG RMTERIORS March 2nd, 2017 LEE® PMUS To Southold Building Department, Re: Levin House — Strapping Certification 29821 Main Road Orient, NY 11957 The strapping installation as carried out by Manuele Contracting at 29821 Main Road, Orient, New York conforms to the specifications provided by Robert Silman & Associates Engineers — as per the construction set dated 05.27.16 and approved by the Department of Buildings on 08.08.16. Sincerely, AAS Al 4t 9��y° 0 William Ryall, AIA 0M El_ , PFI� Ryagg Porter Sheridan Architects o C C�CD�'IArchitectsD 45 west Street I New Yorkk,, NY 10011 0 www ryall porter com OCT " 3 2016 T 212 254 1175 F 212 254 1755 EUILDING DEPT. TOWN OF SOUTHOLD PLANNIMo September 19, 2016 INTEREORS LEED PHOUS To Southold Building Department, Re: Levin House 29821 Main Road Orient, NY 11957 The concrete re-bar installation for footings and foundation walls as carried out by Manuele Contracting at 29821 Main Road, Orient, New York conforms to the specifications provided by Robert Silman & Associates Engineers — as per the construction set dated 05.27.16 and approved by the Department of Buildings on 08.08.16. Sincerely.,____ ��p6D A0 1 \ �9r �°• o15DA� 'to �' F of n % William Ryall, AIA D DD OCT 1 3 2016 BUMDING DEPT. TOWN OF SOUTHOLD O Of 50UTy� o coutol N O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: in4 �64611vla "Yb+ lovo aSSW" v - DATE �'� INSPECTOR r J SO(/lyolo - J N o � OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE - / o/4 // 7 INSPECTOR \ SOF SOUry N o ��y00UNT`10� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST R.Pi�jl�v [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING-/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL). REMARKS: Atv Cw4, cr I.O-V/ 40 pe, (14 DATE INSPECTOR i SOUl'yo �ycoUNTI,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULAwTI�ON [ ] FRAMING / STRAPPING [ FINAL A/P [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: w AAA A .k It ✓� eb CL C,*. &xtt�'% aA,nif N&6 6A.Va -�i.-f/-�wvz4j -V"l TrW- DATE INSPECTOR �o�aOF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. courm a 765-1802 INSPECTION [ FOUNDATION 1] 1ST [ ] ROUGH PLBG. [ ] 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: DATE 5 �5 /� INSPECTORCi%C 1 _ O` f SO(/l oy�0 yo # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION ,/ Q FRAMING / STRAPPING FINAL Oc 101110 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: V, vow in &17 svow DATE 9 404M ANSPECTOR r - � `y ION - STATE MqER(�Y • ) „IJ 'u r r� ....:" �. rM M- 0 = i L� I+LLI. / J.. F A. �W.J�� HAW iiiiiii fill L� ITAT, I \ ,1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do ou have or need the following,before applying? TOWN HALL - Board of Health X SOUTHOLD,N.Y. 11971 4 sets of Building Plans X TEL.: (631)765-1802 Planning Board approval N/A FAX: (631)765-9502 / Survey X www.northfork.net/Southold/ PERMIT NO. .- Check pending Septic Form X ',\,N.Y.S.D.E.C. X ,Trustees X Examined ' fl-2()W Contact: Approved „2896 �� JUL 19 2096 Mail to:SUFFOLKENVIRONMENTAL Disapproved a/c BUMMING DEff. P.O.Box 2003;Brideehamnton,NY 11932 To"®F So , ®LD Phone: (631)537—5160 Expiration ,20J6 (Builal i�g fnspector) APPLICATION FOR BUILDING PERMIT Date July 19,2016 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 4 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 waterway. 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 inspe ' . 4. IeQ� (Signature of applicant, or name, if a corporation) Suffolk Environmental Consulting,Inc. P.O.Box 2003;Bridgehampton,NY 11932 (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 David and Lindsay Levin (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A _ (Name and title of corporate officer) Builder's License No. 29649-H Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 29821 Main Road Orient House Number Street Hamlet County Tax Map No. 1000 Section 14 Block 2 Lot 1.9 Subdivision N/A Filed Map No. N/A Lot -N/A ,� (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant b.Intended use and occupancy Residence with p 3.Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolitipn Other Work pool (Description) "4.Estimated Cost $600,000 �. ,' (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Numer of dwelling units on each floor N/A If garage, number of cars N/A 6.If business, commercial or mixed occupancy, specify nature and extent of each type of use N/A 7. Dimensions of existing structures,if any: Front N-74-10 t`Ia1SMOAZ 110VODepth Height N/A Number of Stories N/A a" Dimensions of same structure with alterations or additions:. Front N/A Rear N/A Depth N/A Height N/A 4' Number of Stories N/A .a S 8. Dimensions of entire new construction: Front 24.6' Rear 53.0' Depth 40.4' (max.) Height 24.0' Number of Stories 2 Story 9. Size of lot: Front 219.05' Rear 194.81' Depth 1222.89' 10. Date of Purchase 2015 Name of Former Owner Oliver Frankel and Carol Server 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 40 E.191h Street 14.Name of Owner,of premises David+Lindsay Levin Address New York,NY 10003 Phone No. (646)812—4940 Name of Architect Ryall Porter Sheridan Addres 45 w 21"St 4h F1,NY,NY 110010 Phone No.212-254-1175 Name of Contractor Philip Manuele Address 183 Old country Rd,Speonk,NY 11972 Phone NO 631-926-1151 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 SUFFOLK Bruce A. Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent- Suffolk Environmental Consulting,Inc. (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 this 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 day of 2016 Notary Public Signature of Applicant Matthew D. Ivans Notary Public of New York No. Ol IV6053859 Qualified in Suffolk County Commission Expires January 22, 20('� 5 A%lob.Z MR. z' •.f BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK "I PERMIT NO. 8804 DATE: MAY 18, 2016 ISSUED TO: DAVID &LINDSAY LEVIN PROPERTY ADDRESS: 29821 MAIN ROAD, ORIENT - °k. SCTM# 1000-14-2-1.9 A AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in I accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 18,2016, and in k. consideration of application fee in the sum of$250.00 paid by David&Lindsay Levin and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the '� i"� following: Wetland Permit to conduct construction activity within 1001 from top of bluff for the A _1 construction of a 53'x20.4' (1,492sq.ft.) two-story dwelling with a 10'x201 (200sq.ft.) exterior storage space, a 20.4109.01 (648sq.ft.) attached porch, a 24'x24' (612sq.ft.) attached carport, and a 572sq.ft. attached wood deck; install a sanitary system landward of dwelling; and to establish and perpetually maintain a 501 wide vegetated ' N buffer area along the landward edge of the top of bluff using various types of native I vegetation; and as depicted on the site plan prepared by Suffolk Environmental Consulting, Inc. dated April 129 2016, and stamped approved on May 18, 2016. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, 11 and these presents to be subscribed by a majority of the said Board of this dM e. Ilk, fr "snoop- C21 r� TERMS AND CONDITIONS The Permittee David&Lindsay Levin residing at 29821 Main Road,Orient,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Pennittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation, the said Pennittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. 115 M`6� 0� �Tyol Michael J.Domino,President soTown Hall Annex John M.Bredemeyer III,Vice-President ~ 54375 Route 25 P.O.Box 1179 Glenn Goldsmith cn Southold,New York 11971 A.Nicholas Krupski �p� Telephone(631) 765-1892 Greg Williams ��OUNV, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1486C Date: duly 3, 20.18 THIS CERTIFIES that the conducting of construction activity within 100' from top of bluff for the construction of a 53'x20 4' (1 492sg.ft)two-stogy dwelling.with a 10'x20' (200sn.ft.)exterior storage space a 20.4'x39.0' (648sg.ft.)attached porch a 24x24 (612sn.ft.)attached carport,and a 572sq ft attached wood deck,• install a sanitary system landward of dwelling; andto establish and perpetually maintain a 50' wide vegetated buffer area along the landward edge of the ton of bluff using various types of native vegetation: At 29821 Main Road,Orient Suffolk County Tax Map#1000-14-2-1.9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 15,2016_pursuant to which Trustees Wetland Permit#8804 Dated May 18,2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the conducting of construction activity within 100' from top of bluff for the construction of a 53'x20 4' (I 492sq fl)hyo-story dwelling with a 10'x20' (200sq fl)exterior storage space a 20.4'x39.0' (648schfl) attached porch a 24'x24' (612sq.ft.)attached_ carport and a 572sq fl attached wood deck; install a sanitary system landward of dwelling;and to cstablish and perpetually maintain a 50' wide vegetated buffer arca along the landward.edge of the top of bluff using various types of native vegetation. The certificate is issued to David&Lindsay Levin owners of the aforesaid property. • j 401.0 RC[E0V[2 DD Authorized Signature SEP - 6 2010 BUILDING DEPT. TOWN OF SOUTHOLD NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION,-' Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F.(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION FRESHWATER AND TIDAL WETLSNDS ACTS July .12, 2016 David and Lindsay Levin 40 E 19th St., Apt. 9 New York, NY 10003 Re: ' DEC# 1-4738-04284/00003 Levin Property 29821 Main Road Orient, NY 11957 , SCTM# 1000-14-02-1.9 Dear Mr. and Ms. Levin: Based-on the information you have submitted, the New York State Department of Environmental Conservation has determined that: Your proposed project, to construct a single family dwelling and associated-structures, as shown on the survey prepared by John T. Metzger last revised April 4, 2016, is more than 100 feet from regulated freshwater wetlands. In addition, the portion of your property which is located landward .of the line labeled "Top of Bluff, " as shown on the same survey, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law); in addition, no permit is required under the Tidal Wetlands Act (Article 25 of the Environmental Conservation Law). Be advised that all construction, clearing, and/or.ground disturbance must remain more than 100 feet from the freshwater wetland boundary and more than 300 feet from the tidal wetland boundary. Itis your responsibility to.ensure-that all necessary-precautions are taken to,preven any sedimentation or othera era ion or disturbance to the group surface or vegetation within Freshwater and Tidal Wetlands jurisdiction which may result from your project. Such precautions may include erecting a temporary fence, ---- bafrier, or hay—hale-berm. --- - - --- - -- EW YORK Department of OPAP4RNFRY Envrronmentat Conservation Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, George W. Hammarth Permit Administrator cc: Suffolk Environmental Consulting BOH BOH - TW Aoft A. Russell ,��°SU S ST01KIMMA\' IE]k SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JUL 2 5 2016 ( TO BE COMPLETED BY THE APPLICANT ) --- -- DOE=S THIS PROJECT —INVOLVE ANY OF THE li01,LO`Va NG. Yes No (CHECK ALL THAT APPLY) ®❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. �❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ 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. I If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag 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 hist Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner.Design Profesonal.Agent.Contractor.Other) S.C.T.M. 1000 Date m District } ,4. A-ja arxsw e ' �� W. r.1.4? � IJ �(21N.AA9E yI'i�� rn II Section Block Lot bL •��` i ` '�"**FOR BUILDING DEPARTMENT USE ONLY Contact Information G3 3'3 7 s� O i i ?r4f6on.Number � 1 Reviewed By: i — — — — — — — — — — — — — — — — i ! � t, �_ ICl--201 _Property Address /Location of Construction Work: ?) ( - - - - - - - -Date_ — — — — _- - - 291�2 / ��4-/IV �°L0 l(I ; ❑ Approved for processing Building Permit — Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 rF't/ APPLICANT S.C.T.M #: 1000 E k Pry (Property Owner,Design Professional,Agent,Contractor,Other) - :� �K— �psu /r Clll1C 1 ER 236 r A A�� _ — 2 A? �' Stormwater Management Control Plan CHECK LIST NAME $Y'V� �. 1'�VV�4V3J*- section Block Lot w S M C P -Plan Requirements- Provide ONE copy of the Building Permit Application 1 rim.MW p � � Date• bio The applicant must provide a Complete Explanation and/or Reason for not providinLT �• s,�Nmber 7L 1 all information that has been Required by the following Checklist] 1. A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. =0 4s-,C— 2 . 78 &aCA c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2) d. Test Flo le Data Indicating Soil Characteristics&Depth to Ground Water. �6 0 e. Limits of Clearing & Area of Proposed Land Disturbance. URAINAGE IN`SP f. Existing& Proposed Contours of the Site (Minimum z intervais) 00 Contact ToS Engineering at g. Location of all existing& proposed structures, roads, Backfill efore driveways,sidewalks, drainage improvements& utilities. thatnageEnghleef's erti ication h. Spot Grades& Finish Floor Elevations for all existing& en installed to code_ proposed structures. 1. Location of proposed Swimming Pool and discharge ring 00 E ,l. Location of poposed Soil Stockpile Area(s). 0 k Location of pioposed Construction Entrance/Staging Area(s). 0 — 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 EROMON WENT BUILDIN • that the stormwater improvements are sized to capture,store,and infiltrate T "t®il'+SQ ®LD on-site the run-off from all impel vrous surfaces generated by a two(2'9 inch 0� I e p; i ainfall/storm event A well Fnaintairled Construction Entrance 3. Details&Sectional Diawings lor•stormwater practices are iequired for approval. enCing,stabilization Items requiring details shall include but not be limited to: Seleding—of exposed and/or inacti a. Erosion & Sediment Controls. 00 b Construction Entrance& Site Access. e. Inlet Drainage Structures (e g.catch basins,trench chains,etc) X700 d. Leaching Structures (e q infiltration basins,swales.etc.) *�*# FOR ENGINEE DEPA ENT USE ONLY**** 0 Additional Information is Required. Reviewed & . Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — ! ' Stormwater Management Control Plan is Complete. Date: �.� 1 SMCP has been approved by the Engineering Department. FORM SWCP Check List -TOS MAY 2014 — o�QSUFFDCK� . Town Hall Annex '�� Gy Telephone(631-1802\, 54375 Main Road -� � Fax(631) 734-9502 P. O. Box 1179 � ^# \ Southold, NY 11971-0959 d � j BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION.AND/OR-TIMBER CONSTRUCTION Date: Owner: Location of Property: VX_6 qGJ.e � Please to notice that the•(check app{icable;'lirie): New residential structure'—,-, ' Addition to existing residenti4,`tt�ietur s Rehabilitation to an existing,residentialf structure to be constructed or performed at the suNect properwrefoFQnce above wize' (check applicable line): - >_ AJOL Truss type construction (TT) , .. ;• _(l.-v��►a'h"(, Pre-engineered wood constructign ,� : .l Timber construction (TC) 13`-( C.l L�7uSL� �� • In the following location(s) (check applicable4ine): Floor framing; including girders and beams (F) Roof framing (R) Floor and roof framing_(FR)` :Signature: , ',4;ame,(persori sl G6mitting this°form): Capacity(check applicable fine): Owner ; Owner representative E ; TrussResRegl5.docx Effective 1!112015 i EN-CONSULTANTS June 7,2017 Town of Southold Building Department Town Hall, 53095 Main Road Southold,New York 11971 Re: David&Lindsay Levin 29821 Main Road, Orient,NY SCTM#1000-14-2-1.9 Dear Building Department: Please be advised we would like to file an amendment to Building Permit No.40886 for the above referenced premises. In that connection, attached please find four(4) sets of amended plans inclusive of a revised Stormwater Management Plan. Also enclosed are two surveys from Peconic Surveyors last dated 2-3-17. This amendment is for the relocation of the approved swimming pool and pool equipment and partial relocation of the gravel driveway. I trust this information shall allow you to process our request for this amendment to the building permit. Should any additional information be required,please do not hesitate to contact our office. Sinc ely, Robe .Herrmann Coastal Management Specialist /ai D [ECEO%q[E Encs. D JUN 13 207 B DLNG DE". TOWN of sOuIROLD 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting KEN ROUSELL, INC. EXCAVATING, DEMOLITION &SEPTIC SYSTEMS P.O. BOX 499 :. SPEONK , NY 11972 (631) 668-2023 CERTIFICATION OF SEWAGE AND DISPOSAL SYSTEM BY INSTALLER Health Department Reference Number: RIO-16-0035 Suffolk Tax Map#Dist: Sect(s) Blk(s) Lot(s) � _ DD Project Address: 29821 Main Road Orient, NY 11957 N 2 1 2018 Applicant's Name: Manuele Contracting,Inc. Description of System Installed: BpU D q EPT 1.1 tJ 4.L EI�T'`J&/L'1 Yi Septic Tank: TCN N CRS, KW'l HOLD Volume(gallons):_500GPD Shape: Rectangular(X) Cylindrical ( ) Leaching Pools: #of Pools:_I Diameter&Depth:_8'diameter x 12'deep Name of Precast Manufacturer: Roman Stone Construction Co Norweco System Measurement Sketch: r l�,lei 13 53,6,E O Or 5 3ainP1in) 3K1 T v 6.71 Po I $7 (� 1, - 1 i3 6�t I hereby certify that the subsurface sewage disposal system, described herein,has been installed by me in accordance with approval plans and standards of the Suffolk County Department of Health Services;and is operational. ~� � Installer Signature: late: I ZI 19 Consumer Affairs License Number: 175-LW 0f SOUj�®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road V Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 �® c®UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 4, 2019 David Levin 40 E 19th Street New York, New York 10003 NOTE: 29821 Route 25,Orient TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. e C. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 40886-Z New Dwelling VF i- REScheck Software Version 4.6.2 6 �4 1ZCompliance Certificate Project Levin Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,126 ft2 Glazing Area 22% Climate Zone- 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 29821 Main Rd David&Lindsay Levin Ryall Porter Sheridan Architects Orient,NY 11957 29821 Main Rd 45 W 21st St Orient, NY 11957 New York,NY 10010 212-254-1175 �. m�� g .. rwt� ,�+ �.Y+:t�.'�y,",u.� �t..:."F' `� r _ '-J:" :`3;y1�_ ,`'�T'� ��-Y•^'' vr Compliance 51.0%Better Than Code Maximum UA 1351 Your UA 662 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor 'UA' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3,407 44.0 2.0 0.022 31 Floor 2:All-Wood Joist/Truss:Over Outside Air 1,284 44.0 3.0 0.022 28 Wall 1:Wood Frame,16"D.C. 9,410 48.1 0.0 0.041 299 Window 3:Wood Frame:Triple Pane with Low-E 9 0.110 1 Window 4:Wood Frame-Triple Pane with Low-E 9 0.110 1 Window 6:Wood Frame:Triple Pane with Low-E 15 0.110 2 Window 7:Wood Frame:Triple Pane with Low-E 8 0.110 1 Window 8:Wood Frame:Triple Pane with Low-E 49 0.110 5 Window 9:Wood Frame:Triple Pane with Low-E 148 0.110 16 Window 10:Wood Frame:Triple Pane with Low-E 50 0.110 6 Window 11:Wood Frame:Triple Pane with Low-E 40 0.110 4 Window 12:Wood Frame:Triple Pane with Low-E 28 0.110 3 Window 13:Wood Frame:Triple Pane with Low-E 23 0.110 3 Window 14:Wood Frame:Triple Pane with Low-E 42 0.110 5 Window 15:Wood Frame:Triple Pane with Low-E 61 0.110 7 Window 16:Wood Frame:Triple Pane with Low-E 190 0.110 21 Project Title: Levin Residence Report date: 06/08/16 Data filename: C:\Dropbox\Levin House Orient NY\deliverables\rescheck\160608 Levin ResCheck.rck Page 1 of 7 s fGross Area Assembly or Cavity Cont. U-Factor UA Window 17:Wood Frame:Triple Pane with Low-E 138 0.110 15 Window 18:Wood Frame:Triple Pane with Low-E 115 0.110 13 Window 19:Wood Frame:Triple Pane with Low-E 152 0.110 17 Window 20:Wood Frame:Triple Pane with Low-E 82 0.110 9 Window 21:Wood Frame:Triple Pane with Low-E 70 0.110 8 Window 22:Wood Frame:Triple Pane with Low-E 102 0.110 11 Window 24:Wood Frame:Tnple Pane with Low-E 43 0.110 5 Window 25:Wood Frame:Triple Pane with Law-E 43 0.110 5 Window 26:Wood Frame:Triple Pane with Low-E 23 0.110 3 Window 27:Wood Frame:Triple Pane with Low-E 35 0.110 4 Window 28:Wood Frame:Triple Pane with Low-E 113 0.110 12 Window 29:Wood Frame:Triple Pane with Low-E 113 0 110 12 Window 30:Wood Frame:Tnple Pane with Low-E 37 0.110 4 Door 1:Glass 53 0.110 6 Door 2:Glass 159 0.110 17 Door 2 copy 1:Glass 159 0.110 17 Ceiling 1: Flat Ceiling or Scissor Truss 2,721 44.0 3.0 0.025 67 Skylight 1:Wood Frame:Tnple Pane with Low-E 27 0.150 4 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 1 J.Cramer Silkworth,PE 6/8/2016 Name-Title Si�ryature C, ] Date Project Title: Levin Residence Report date: 06/08/16 Data filename: C:\Dropbox\Levin House Orient NY\deliverables\rescheck\160608 Levin ResCheck.rck Page 2 of 7 S 1 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 94.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.2 Construction drawings and m ;❑Complies Requirement will be met. [PR1]1 documentation sufficiently I❑Does Not demonstrates energy code f❑Not Observable Location on plans/spec: compliance for the building ; ' A001,A400-A403 envelope. ;❑Not Applicable 103.2, Construction drawings and = ?❑Complies 403.7 documentation sufficiently - , _, ;❑Does Not [PR3]1 demonstrates energy code 91 compliance for lighting and '❑Not Observable mechanical systems.Systems _ - j❑Not Applicable :serving multiple dwelling units t must demonstrate compliance with the commercial code. l 403.6 Heating and cooling equipment is' Heating: Heating: ❑Complies Requirement will be met. [PR2]2 sized per ACCA Manual S based Btu/hr_ Btu/hr ❑Does Not # on loads per ACCA Manual]or Cooling: Cooling: ❑Not Observable other approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Levin Residence Report date: 06/08/16 Data filename: C:\Dropbox\Levin House Orient NY\deliverables\rescheck\160608 Levin ResCheck.rck Page 3 of 7 I I , Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 Exposed foundation insulation ❑Complies Exception:Requirement is not applicable. [FO11]2 protection. :❑Does Not ;U, ❑Not Observable ❑Not Applicable 403.8 'Snow melt controls. ❑Complies Exception:Requirement is not applicable. [F012]2 ❑Does Not 11 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Law Impact(Tier 3) Project Title: Levin Residence Report date: 06/08/16 Data filename: C:\Dropbox\Levin House Orient NY\deliverables\rescheck\160608 Levin ResCheck.rck Page 4 of 7 1 , Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.4.4 Fenestration that is not site built � ;❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not •AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC :❑Not Observable 400 that do not exceed code ❑Not Applicable I i mets. - 402.4.5 IC-rated recessed lighting fixtures' ;❑Complies Exception: null. [FR16]2 sealed at housing/interior finish - j❑Does Not ;and labeled to indicate&It;= 2.0 cfm leakage at 75 Pa. ❑Not Observable t ;❑Not Applicable 403.2.2 ,Ali joints and seams of air ducts, = 'E]Complies Requirement will be met. [FR13]1 air handlers,filter boxes,and i❑Does Not 'building cavities used as return ducts are sealed. '❑Not Observable j❑Not Applicable 403.2.3 'Building cavities are not used as ;❑Complies Requirement will be met. [FR15]3 ;ducts or plenums. UDoes Not ;[]Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R-_ R- ;❑Complies Requirement will be met. [FR17]2 .above 105 4F or chilled fluids ❑Does Not below 55 4F are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies :Exception: Requirement is [FR18]2 pipes are insulated to R-2. ❑Does Not not applicable. 4)' --]Not Observable . ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ]❑Does Not intakes and exhausts. Location on plans/spec: ❑Not Observable N/A-vent system runs ❑Not Applicable 24/7/365 Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Levin Residence Report date: 06/08/16 Data filename: C:\Dropbox\Levin House Orient NY\deliverables\rescheck\160608 Levin ResCheck.rck Page 5 of 7 1- Section # Insulation Inspection Complies? Comments/Assumptions &Req.ID 303.1 'All installed insulation labeled or ❑Complies ;Requirement will be met. [IN13]2 installed R-values provided. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Levin Residence Report date: 06/08/16 Data filename: C:\Dropbox\Levin House Orient NY\deliverables\rescheck\160608 Levin ResCheck.rck Page 6 of 7 - - ------- -- --- - - -— -------- ---- Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.iD 402.4.2, 'Building envelope tightness ACH 50= ACH 50 = ❑Complies Requirement will be met. 402.4.2.1 verified by blower door test result ❑Does Not [FI17]1 'of<7 ACH at 50 Pa.This requirement may instead be met ❑Not Observable via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation 'Inspection. 403.2.2 'Duct tightness via post- cfm cfm ❑Complies Exception:All ducts and air [FI4]1 construction with maximum ❑Does Not handlers are located within �y leakage of 8 cfm to outdoors,or .❑Not Observable conditioned space. 12 cfm across systems. For rough-in tests,verification may ❑Not Applicable need to occur during Framing :Inspection,with maximum 'leakage of 6 cfm across systems ,and 4 cfm without air handler. 403.1.1 ,Programmable thermostats ;❑Complies 'Exception: Requirement is [FI9]2 installed on forced air furnaces. L f❑Does Not not applicable. ❑Not Observable ?❑Not Applicable 403.1.2 'Heat pump thermostat installed ❑Complies Requirement will be met. [FI10]2 'on heat pumps. _ ,❑Does Not ❑Not Observable Location on plans/spec: M- ❑Not Applicable 100&M-101 403.4 Circulating service hot water '❑Complies Exception: Requirement is [F]11]2 systems have automatic or I❑Does Not not applicable. accessible manual controls. ' {❑Not Observable j❑Not Applicable 401.3 'Compliance certificate posted. ;❑Complies Requirement will be met. [FI7]2 ;❑Does Not )3 ;❑Not Observable j❑Not Applicable 303.3 Manufacturer manuals for ;❑Complies Requirement will be met. [FI18]3 mechanical and water heating i {❑Does Not ,equipment have been provided. 1 _ :❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Levin Residence Report date: 06/08/16 Data filename: C:\Dropbox\Levin House Orient Mldeliverables\rescheck\160608 Levin ResCheck.rck Page 7 of 7 �J 2010 New York Energy Conservation Construction Code Energy Efficlency Certif Above-Grade Wall 48.10 Below-Grade Wall 0.00 Floor 46.00 Ceiling/Roof 47.00 Ductwork (unconditioned spaces): ... Window 0.11 Door 0.11 Skylight 0.15 .. Heating System: Cooling System: Water Heater: Name: Date: Comments SURVEY OF PROPERTY IN ORIENT TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. G ISLAND 1000-14-02-1.9 LAN SOUND SCALE: l --50' FEB. 10, 2016 MARCH 10, 2016 (REVISIONS) APRIL 4, 2016 (REVISIONS) NS1_4120 E - �nE UNE P OL ON E Z�NEA- feet umm 03-08-01 03-08-2016 Et-- M� OF B� s 0 LDERS 4 BOU 5 ' PILE OF BLUFF 6 MHwM AT 10� 1214 6 $1 U 8 1014 OTTOM OF OTT 2�2 U0v? � B��ERS) S IIr -z - _ -- _ - BLUFF ( wAU ) ROOp ZONE BLUFF TO BOTT , W000 RETANBLUFF (PAR C7 24 ZON LINE � �=�_ FROM TOP SUPPORTED BY F�yOyHNG UNE OF "0 26 �--- -- BLUFF g'_4' BETWEENASS _ f0*T 2 r-- SyN�THPp�� BEACH N 30 STEPS & _ O 32 LANDING J �6 _ 0 Z m 34_ ---� _`C� R FUN 4, /1 38 ^i �O �i SEP TIC _ BU �0 TOp FF l S' Cn DEEP � P EXISTING —x %SILx F XNC x x NEIGHBORS ` - QxwOOD DEQ( 32HOUSE /'R z STORY 4 BEDROOM HOUSE I1�� 5 PROPOSED o ap 5b cxtolxro F.F.a 30 1 �\ OR�VE O P UPPER LEVEL F.F.EL J0' 3 �; N N SE OPOS D „'c, \ t;"SEPTIC 4' `\'U/GTA�K. 4.6' IoSoPnc rAN S)S�M Z ;\ O GALLOVIA K o \\ EST a„RPaRT �. \\ 28 �- (O EL.27.1 FF.Zr -.r .CP. \t` N MAT O, +� SPCHINZ DEEP o � & C,p, 15 1 (WELL \ $1LT FtNCEx ! ,so 150.y 1 \ 26 HELL EXISTING � Q � ! 1 WELL NE1GP BpGE �� \ ry D POq\ X i IZD cn `` �- Z! a 1 y 2 • ---� - --_ LEG O ` Q �- - METER 70 'n 24 m RMERo \\ 2 �0 v ! XISTING ROPps \ J ! WELL A \ O� } ' Z= RFTyCORP Z --- N o pJFI cr, \\ a \ opo 0. a ! o !� \ a \ o�o \ CTON \ !1 \ CONS" UFENCE \ 0 a \ PROPOUND Q \ m \ ONEEEGIRI SAE \ \ tL SERV \ 14.6 PROP OSE END \ o\\ Z ! GRO UND�TRICAL 25 0 Z i SERVICE \ \ o 25.0 RAIN RUN OFF CONTAINMENT PROPOSED HOUSE 991 sq.f.t \ � � 991 x 0.17 x 1 = 168.5 sq.f.t j4.s' 169/42.2 = 4 V PROVIDE (2) DWS 80 X 8 DEEP _ Z OR EQUAL \ TEST HOLE DATA \ \ MCDONALD GEOSCIENCE \ t \ A N ! 12/21/15 EL. 27.1' BROWN SILTY SAND SM Z \ y � . 4 O r z 8 LA SILT ML Q -n 70 .1 \\ I�'o \ W co 4 O BROWN SILTY SAND SM W \ Z \ 0 29' \\ \ Go ! 00 WATER IN BROWN SILTY SAND SM 30' \ \ O ! O WATER IN PALE BROWN FINE SAND SP \ \ ! N ! to 38' NO 7E. WATER ENCOUNTERED 29' BELOW SURFACE \\ \ o � � o \ oN FIN. EL.30 0' m GRADING PLAN z N.T.S. m \ \ d 421.00' !! \ \ CMF zONE ! s'2 �II11-1L11 `I = = FEL.27'IN/SHE� \\ �I ----- -----\' - At 9 r°"w GRADE � --- ��- -1J111= - 1i1 ,- � o. •�5 4" E 1000 GAL �• SEPTIC -6" ��` 60 ' A / �l TANK 250�� —� �� 0 ( ,S'� RQ.tQ DO❑ 8°iJ2 N ri'i / ZONE fBat 219.05 4" APPROVED 3' SAND 80 3' SAND oo Ems. 6 PIPE COLLAR LEACHING COLLAR POOL Z ' N79�3a,3 • 579.3$,30 N/O�FwN OF PROPOSED SEPTIC SYSTEM EL � CMF 71'92 �R3?p 00, Souvol-0 10 PROPOSED (4 BEDROOMS) 8' 2 A 3•�9, N PW CON SAND cT 1-1000 GAL. SEPTIC TANK & GRAVEL 1-80 LEACHING POOL 12' DEEP EL.-3' O 0 WITH 3' CLEAN SAND COLLAR (SAND SP) REMOVE MATER/AL DOWN �1^1 TO SAND SP AND BACK FILL 1`� WITH CLEAN SAND CH TO BE BUIL T TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE SPECIFICATIONS FLOOD ZONES FROM FIRM "��+ - 4' 3610JC0068H 9/25/2009 E = MONUMENT TEST HOLE CONTOUR LINES ARE REFERENCED TO NAVD 88 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON °��==•"''.- `'• N.Y.S. LIC. N0. 49618 OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. P.ECONA ,.SURVEYORS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS TOTAL (6J1)-765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA- 251,3 SQ. FT. or 5.78 Acres 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 15-246 SURVEY OF PROPERTY IN ORIENT TOWN OF SO UTHOLD ISLAND SUFFOLK COUNTY, N. LONG UND 1000-14-02-1.9 so SCALE. V=50-' FEB. 10, 2016 MARCH 10, 2016 (REVISIONS) APRIL 4, 2016 (REVISIONS) Yaccarino APRIL 19, 2016 (REVISIONS) 03-08-2016 O N Ef e WM EL ,4 TIE UNE 97.70 EOG ON N8233'40"E_ _ _ — — — OF BOU�ERS P/` s s MHWM _ _ — _ ' PILE CM OF BLUFF 8 10 4 AT BOTTTT 12 14 � UFF 1012 OTTOM OF U �� 20 12e opo Z°NE FtoeR 20NE 114 _ - vNE BO�pI,� BLUFF (BOULDER XETAI G)WALLP ALLfl) t1►J�-2 22 _ __ 0 24 — ZON LINE FROM �SUPP � BY 2�O�LINE OF BLUFF C1 26 r__ �---- BLUFF IS 3._4 gt'^"SASS Itp_ 70 fn 2 .��' r--- STEPPED PLANTS BEACH N-- 30 sTEPs & 32 LANDING r r 'Tl 34 —— __ .-`-/C�ASA U EUN 38 z 6 0 SEPTIC 0� OF 8,� X g' DEEP OPO ILT FXNCX x xx�x EXISTING NEIGHBORS HOUSEnx— o wow DW)l5'►Y 32 x � a \\ x amol PEM Z��GROUND FF.EL HOUSE0' % o, � •", "'«7! UPPER LEVEL F.F.ELJO x p \\\ \� O S fP S P�COSfD SEPTIC —� U/GPAOK. 00 O 10 77CGq rq SSM %�N \\\ - r x\\ TEST CARPORT EHE OL F.F.27 `/ G POOL T CH \ O LEA XIN2, DEEP \ M & C.P. 150' +) r \ 0 (WELL `;. SILT FENOE� %\� �S.o• 2 m O� xx x 150,0' 1 \ i WELL EE0 GAN8p , C a l POOL, WELL WELL , 5\ A - --- o (t� 1 o X 1 °w` \ \ 2s o \\ , � _\ - rn m OpQa Z 0 ELE E 2 Q 2� 15.0' \\ METER Q qg.0' -- TRANSFORMER� V5 '0 '0 241 m\ ExrsnNG PO 1 ��/,Y✓l S �D 0 01,\ WELL • `�\P �— 1 Z N / CORP \. 0 -0 0 `� 0 0 PSH REALM T \ N o olACAN ) \ UGTION r \ CON S1h EENGF. 1 \\ 1 � - 1 wo m '\ PROPOUND 0 \ m \ NN ELECTRICAL \ �` 1 sE \A 250 cE 0 \ � \ r 0 � UROIJND NDERC ELECTRICAL SERVICE_ RAIN RUN OFF CONTAINMENT 25.0' PROPOSED HOUSE 991 x 0.17 x 1 = 168.5 sq.f.t \ p S \ X 1 169/42.2 = 4 V 15.0' \ -A \ N 0 PROVIDE (2) DWS 80 X 8' DEEP OR EQUAL \\ \ _ l 7- TEST TEST HOLE DATA \ 0 \ MCDONALD GEOSCIENCE \ N \ 12/21/15 \ �000 EL. 27.1 �? \ 0 \ BROWN SILTY SAND SM � 0 0 ' BROWN SILT ML \ \ O 1 v CP aCP BROWN SILTY SAND SM '00 11 GZ 29 _ WA TER IN BROWN SIL TY SAND SM \\ \ IT i 0` 3o WATER IN PALE BROWN FINE SAND SP \\ \ G NO TE: WATER ENCOUNTERED 29' BELOW SURFACE \\ 1 \ 0 to FIN. FLT. m EL.30.0' GRADING PLAN z \ \ \ \ d 421.00' \ 0 \ CMF 1 —IIIb,IIIIII FINISHED GRADE EL.27' ta.o' ------ ------�! LINE /V zoNE N 1 X1111=111n-11111=II�I�II�I1- - --- - -- 732 . I=1111=11111=1111= — � 1000 GAL �6" 27.0' STANKC IE ODD 25 00 4 - A 0 0 IN �o 0000 s N Cp �/, 4" APPROVED 3' SAND 8� 3' SAND � ZON6 fC t2$� PIPE COLLAR LEACHING COLLAR C) ; E� 22O• POOL m7CMF 71.92„ �1040*14ofPROPOSED SEP TlC SYSTEM NEL.7' ``' S79' 8 �R320 00� SOU�pLON R ANC (4 BEDROOMS) 8,0 Z I .09. N A-NRE C 1-1000 GAL. SEPTIC TANK SAND U 0 GRAVEL 1p" D N 0 1-80 LEACHING POOL 12' DEEP WITH 3' CLEAN SAND COLLAR EL.-3' o REMOVE MATERIAL DOWN (SAND SP) NE TO SAND SP AND BACK FILL L1 Wl7H CLEAN SAND TO BE BUIL T TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERV/CE SPECIFICATIONS a ® = WELL FLOOD ZONES FROM FIRM _. 1 © = MONUMENT J610JC0068H 9/25/2009 TEST HOLE CONTOUR LINES ARE REFERENCED TO NAVD 88 ANY AL TERA 710N OR ADD1710N TO THIS SURVEY IS A VIOLA TION `*:'--`� OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. PECONIG-SUR P.C. EXCEPT AS PER SEC710N 7209-SUBDIVISION 2 ALL CER17FlCA770NS N.Y. LIC. NO. 49618 TOTAL (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR TNIS MAP AND COPIES THEREOF ONLY lF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA- 241,540 SO. F1�. or 5.545 Acres P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, MY 11971 15-246 W W Z o Z Z Lo 0 W N JX � Lr) zm0 � � � 0 � ROSION&SEDIMENT CONTROLS W U) Shall include but not be limited to: LL -1AIRTES IROAD A well maintained Construction Entrance, 0 Wire Backed.Silt Fencing, stabilization Ik r/ Seeding of egwsed and/or inactive sols, 0— HOLE DATA ":RAINAG€DWECTIONS ARE REQUIRED QLD G�EOSCIENCE %LDContact TOS Engineering at 765-1560 before 2/21/15 Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. BROWN SILTY SAND SM 4' BROWN SILTMuTRO ROVAL OF STORMWAITER MANAGEME T DRAWN BY: JF N • n.0 p er 236 8' Date: /� 5/10/2016 Appsby: - BROWN SILTY SAND SM SCALE: SEE PLAN 29 SHEET NO: WATER IN BROWN SILTY SAND SM 30 WATER IN PALE BROWN FINE SAND SF 30, NOTE: WATER ENCOUNTERED 29- BELOW SURFACE 93 EXISTING a/ XT F jry x x v y0 �x�— NEIGHBORS HOUSE x—x� PROPOSED 3 WOOD DECK \; ? c � s \ o PROPOSED % SnNG �ry " w_A P2 STORY 4 BEDROOM o X N66 RS % o �cly HOUSE. F.F. EL 30' `P \ \ N 1096 Rp � S P SO % ;. Jo p `1 w `S v S'�M \ ``'SEPTIC 1U/G PROPS-- N \ TANK. loo, ;7c P: 1VATi�1iJ t =%CTIJ1 � £L.1 Jl i_rJ TEST << N co.m Ott SANIT'RY SYSTEM O \1 HCARPORT O r Z A! TSFl#tT� L,i�d"I EL.27.1 F.F. 29' K (WELL & C.P. 150 SILT FENCE% x� 75.0. 1500 ANG WELL NEIGHBORS \ 1 ;n \ p POOL GARAGE \ A \ DRY WE Water Line(s)¢i �T Be Inspc-etWdjB? , \�_ CUFF -° - r- Surra!!% COLlt34y Dapt. p;} tf3 B m\ `z �' 8521-5. 00, 4$ Hours ,1 1 --soo', ; a r ELEC_ METER 4 O E °• _ 24 0 ` TRANSFORMER-t ` 71 �0 -n O` EXISTING01 WELL m N�C�F �1 PROPOSED 0%` Q PSH REALTY CORP POOL EQUIP. (VACANT) ` \ 1 !\ X SUFFOLK COUNTY DFPART&,E',aT OF HCALTH SERVICts `` !\ —1 PERMIT I'oP APP ;q1 0;• C-�:r_,—uE t t�F'OR A Z "(VELL ANN L ITAL MUST 11B, - a SHO O .�a.irvL?: fi'ri�+iiL't 4�?ESiO E x. l ONLY DATE pR { _ �. . To. (210w L \ os \ APPROVED FOR f-AA)L11M,UM OF BEDROOM'S 1 \ p \ EXPIRES THREE YEARS FROM DATE OF APPROVAL WELL z STING NEIIGINBORS \\ N/O/F cim HOUSE \� EDWARD PRAGER sE\TIC JOAN PRACxER ` (DWELLINCs) Z EXISTING NEIGHBORS � (WELL � G.P. 150' +) w FROM TOP BLUFF TO BOTTOM BLUFF(BOULDERS) DRIVE Z N Z STEPPED 3'-4'BETWEEN FOLLOWING LINE OF BLUFF(PARALLEL) QQuj W BLUFF IS SUPPORTED BY 2'x6'WOOD RETAINING WALLS ` J 2 Q z WITH PLANTED BEACH GRASS O � Oz F a o - - - - — 1222.89' i 0 '*T R r 1� 40rCtim ti° ti� °a a m °��M Sl6°19'15"E O ai LL U-1 34 O d } fE w M�m I ----- ----------•----re11r — — — — — — — — — — 1L O LU V n) FENCE POOL BACKWASH ��GE .•••: S'dl. 4'dI6 4'd..p 0 O LL Y.•Bd--P gyp_ E E CIDZ e'di.♦ O �. m 1 1=L I SANITARY aRr A 11V J Q f00 0 ~ ? W DRIVEWA ~TO RE AIN TO`'RA48 0 11 p W Z z �, O� W 0 I d �� G� y �. m O n wo " 1a I rod Slu lu 'dl. O � O 4 F. 30 3? / Bw b 1'41 d V/ > 3? 0 .. STAGING I y' 0lLu —y W _p I Q• r.•.• ...� PARKING 2�O'O ' I�/ N d STEPS 4 4 I D Qa0 '+...:p,dls I ry��1 z O O wl LANDI GS TEST27.1 v I EL:37.1 O COASTAL EROSI N 0 2� ' �e'dI. I� �� I • Lu It PROPOSED WAZZARD LINE I I ..•.•.....pdseP f 6011 i O y \ PR WELL ;TOOK PI I (Y� 01, LL O C4 UJ O J ZI 0 ` ROAD O0 ( 0117 /SILT I Z !L ~ I �F- -—-—-—-—-_ -—-—-—-—-—- -—-—-—-_- —-—-—-—-—-—-—-—-—-—-—-V• ' c JJ U mo�a�� o m ,� .�? %N15°0920 " 1221.53' N 15°09'20"W NO2J2 / ExenNG \ �— LUOOD FENCE 'WOOD FENCE oa CA� WOOD FENCE �V^ N/O/1= ESTING V J CECELIA LALIEZARI NEIGHBORS I N/O/F PARVIZ LALEZARI NOISE PJH REALTY CORP MEETS & BOUNDS [� (°wELL►N(3) I Z COUNTY OF SUFFOLK O BY: PECONIC SURVEYORS, P.C. S � o -, DATED: FEB. 10, 2016 O SITE PLAN VolI O W } I SCALE: 1" = 50'-0" (WELL 4 G.P. 150'+) z WELL N/O/F I N/O/F SOUTHOLD TOWN OF c TERRY MULFORD HOUSE INC NATURE CONSERVANCY M DRAINAGE CALCULATION z�< rm Z S15°09'20"E v 850.64' - - - .� TIOUSf 3100 SQ. f1. Of ROOF 2" X 1 = 516.57 Cf 516.61 / 42.22 = 12.24 Lf Of 8 fl dia. lfACfIING RINGS USE (4) 8 f1 dia. X 4' deep RINGS = 16 f1 •—•—•—•—•—•—•—•—•—•—.—•—•—•—.—.—.—._._.—._.—.—._._._._•_._._._•_._._._.__•_._._,_,_,_,_,_,_, •_,_,_•_,_,_•_,_,_,_,_,_•_•_•_•_•_•_•_•_•_•_•_•_•_•_•_•_•—•—•—•_•—•_• • , ,_,_,_p_,_._p_. ROADWAY -A- 25' X 80' = 2000 Sf 2000 Sf X 2" = 333.33 Cf 333.33 / 42.22 = 7.89 Lf Of 8 fl dia LfAMING RINGS E (1) 8 fl dia X 8 f deep RING EXISTING DIRT t RGA ROAD 50'ACCESS R.O.W. ery �'Q, \ , EXISTING DIRT 4 RCA ROAD O ROADWAY -B- 12' X 140' = 1680 Sf 1680 Sf X 2" = 280 Cf 280 / 42.22 = 6.6 Lf Of 8 fl dia LfACTIING RINGS USf (1) 8 f dia X 8 f deep RING ¢ `tib • �/ NI5°09'20"W 845.14' (£ /2, LL ROADWAY -C- 12' X 150' = 1800 Sf 1800 Sf X 2" = 300 Cf 300 / 42.22 = 7.1 Lf Of 8 FT dia LfACfIING RINGS USf (1) 8 f dia X 8 f deep RINGcq' Lu W 000 FENCE , z II N/O/F 0 V (� z N/O/F N/O/F I BRIAN PUSHIC 0 Z r m N PJH REALTY CORP PJH REALTY CORP w CD COUNTY OF SUFFOLK X Q O O CD 18'-0" MAX. OC Z m = ti HEIGHT OF FILTER FABRIC — O r- 16" � C`7 GRADE MIN._ a— 6" W ,,(, �I� i1, ,I, CAST IRON INLET G RADE LL FRAME & SOLID MIN.1' DEM�4i�TES fi�O,�ID � ,I, COVER TO GRAD E "1AX2' ► . , . , _ , ° . , . . • _ I CONCRETE O = GRADE 00 �;, . . o. . o. . o. . o. . o. . o. . o . . COVER �. o ° _ _ _ _ o b ®®0303®®® TEST HOLD DATA PERSPECTIVE VIEW - - - - - o ` MCDONALD GEOSCIENCE BRICK MAY BE USEDI<Y 0303®®®® 12/21/15 REINFORCED, 4000 PSI Z ®®03®®® ;�:�-� DRAINAGE PIPE (TYP.) TO ADJUST CURB INLET --•_ TRAFFIC BEARING Q =0303®® AS NOTED EL, 21.1' 36" MINIMUM 2X2 CAST IRON GRATE & 3611 CONCRETE SLAB BROWN SILTY SAND SM WOVEN WIRE FENCE FENCE POST FRAME TO SURFACE No 41 (6X6 -10/10 WWF) ELEVATION A MAXIMUM 48 11 owREINFORCED, 4000 PSILu ®®03®® PRECAST CONCRETE � 2011 OF 12 INCHES O ®®9303 LEACHING RING *:� :�. DRAWN BY: IF FILTER CLOTH PRECAST CONCRETE Z 0303® AS NOTED BROWN SILT ML ` - .�1 1 <� �� 4y. SCOPE MIN. ,I CATCH BASIN Q ':o • 0303® G 6 o ,p ° . �, ,� ,r ► .� � � 5/10/2016 EMBED FILTER CLOTH— 'SDE 1611 STANDARD STEPS �., :, Oti CLEAN SAND Fr �' MIN. 6" INTO GROUND 411 @16"OC (TYP.) _ z °',•;:�.•� =°`, �u.� GRAVEL FILL MIN. > . -_�,�=, ; - i o.:-.�•. °o a:> a a;,° :o c�� • 4 :.: : •,o a • BROWN SILTY SAND SM SCALE: SEE PLAN MAXIMUM DRAINAGE AREA 6" NOTE - - - (GROUND WATER) 1/2 ACRE /100 LINEAR FEET - 11 p p � Q D� 29� '�P'�vu1►�,• h e SECTION DETAIL MIN. 6" WASHED N AS NOTED -o SHEET N O MIN! WATER IN BROWN SILTY SAND SM STONE BEDDING 30' WATER IN PALE BROWN FINE SAND SP SILT FENCEDETAILS- LEACH I NG POOL TYPICAL SECTION DETAIL 38, N.T.S. � N .T.S. N .T.S. NOTE: WATER ENCOUNTERED 29' BELOW SURFACE SURVEY OF PROPERTY IN ORIENT r .a , TOWN OF SO UTHOLD SUFFOLK COUNTY, X Y. SLAND __ 1000-14-02-1.9 LONG SCALE.- S�tJND SCALE.- 1-w-50-1 FEB. 10, 2016 MARCH 10, 2016 (REVISIONS) N81�41:2O-E - TIE UNE LOO ON L Z o N a f C t p NHYRA 03-08-2016 EL. � HWM SOF 4 BOU S MHWM AT gpTTOMBOF B � 8 6 0 1214 6 F . . aF�Lv a BOTT �4 26 ��ZONE 10 OTTOM OF U FL00D IONE1466 - VN6 BOTTOM BLUFF (R�� O)WALLPARALLEL) Clf ZON LINE_ - � TOP BLUFF Z BY 2'x6 Do WlON00D LINE OF BLUFF n 24 � � IS SUPPOR FOLL 26 -— IO _- BLU PED 3,_4' B EJEAE GRASS 7C7 ITS 28 ,---_ Vr PLAN7ED O N 3;1 \ 30 STEPS G 6 � 32 LANDING J � 10 34 ___ -- l•C pZZAR UN "� / -38� A �O N (('' , •yam __ -_ c�.0 �.��'�5 �1 _ GyC'- 34 SEPTIC TOP BLUFF 0RY WELL 7zp _ \ x % FXNC X x x �K EXISTING NEIGHBORS x. PROPOSED J \ 32 x \ HOUSE \'i`� WOOD DECK C", \ G pORC n 2 STORY PROPOSED S ROM o x tdEpR % o H o HOUSE. F.F. EL 30' is ROp \ \ \ \ Fpn SFO \\ 30 O ; \ -tDW, W f5 �\ 0 SYSI�M ` L ?'SEPTIC \ U /GPROP J=_1 FP " h ' Z A\ TANK. 1060n0 T \!LP• 5XC °NATION lH'.:,ZCTIOtd fJ"QUfl"LD L11 1 cq�<o� i 40^s AP11T :RY %r STENI SINE O \\ HOST CARPORT e v \ n 1 ;N rt EL. F.F. 29' p \rn n Y � i?A�, ''.I3�hST?jViT 1 Ny 00 \ \ +) 156 & C.P. ,Soo. (WELL 1gO a, ` \ ;m •\ —x_x \ 26 WELL x POOL \ `® WELL NEGAAOE \ ; C T Be6nc# dBW T _ of"BLu m\ O� 1 S fto 'c County Dl)pt. Of Hir;�t�.�� v .a ___ M: C H 852-5-00, 48 Fl3Ui s�1�'i�` \ \ � METER-, ETER AQ til s' ISI 24 TRANSFORMERS 1 O 7� A o\ EXISTI \ \ cT ✓ \ N WELL O u') O Z PROPOSED \ - ` n O� O F y POOL EQUIP. \ { (� ; 0 N / CORP �\ .� n -o Z \ LA o P•1N REALTY \ \ Z Z VACANT) \ 1Oil ( ��^Z O 0 y O Oro o+ Z -n SUFFOLK COUNTY DLPATZT' lE:; T 0,:'HFAL=ERV Z �-r..-. ... .\ �....'. " ., `" .". . =•.;' "" N"�-n �Z Q 'G �I,L Azo xa. 1 PER?41T FoP An�1,310,I 0,-r : •g;�f; F orz �" \ 0�1� TAT,, . a� 1�IU�ST DE - n <�y \ SII IN 01 T FII�T�,T r ��T �T �o �\ J; VL!7 FAA4I-`Y i��,�i1�.'�7ti 1•'1 �'��'.I "{ \ ; Q a i�7USbV�1 � O DATu2 F I.: _:..• . ;.v}. (210 1(Q w ✓ . FGr2 MjA-,UllUfii OF EXPIRES THREE YEARS FROM; DATE OF APPROVAL \ \\ \ wo - \ \ m � PROPO�NU 1 \ \\ UN ER TRI CES \ 11 \ to PRO E GROUND \ \ a\ _ UNDETRICAL \' 1 ELR� E 03 \ \ � r 250 (n Z SE V�Ci \ � \ \ �\ - 0 25.0 p n RAIN RUN OFF CONTAINMENT \ \ \ PROPOSED HOUSE \ 991sq.f,t \ \ os \ N 991 x a17 x 1 = 168.5 sq.f,t 14.3 \ \ \ � 169/42.2 = 4 V \ PROVIDE (2) DWS 80 X 8 DEEP OR EQUAL \ �\ � Q TEST HOLE DATA MCDONALD/21OO�CIENCE \ I'I'o 00� \\ \\ N � 0 -0 EL. 27.1' G= \\ p \ A \ BROWN SILTY SAND SM 4' 1 BROWN SILT MLO \ \ \ 8' -h o \ \� \ a �\ \ \ o \ � co �10 o o .� BROWN SILTY SAND SM \ �Z -o 0 29' 00 WATER IN BROWN SILTY SAND SMJol \ \ \ n \ O WATER IN PALE BROWN FINE SAND SP 38' \ •\ \ �' Z \ 1 0 NO TE' WATER ENCOUNTERED 29' BELOW SURFACE \ \ \ 1 FIN. EL.30 0' GRADING PLAN N.T.S. m \ Zo E \ \ z \ m \\ d 421.00' 11 I - \ / CMF NIS HE \ FI \ I I I I-111 I I-�III= i 1 D GRA \ / o ZONE i=I�11-11111=11111=I III.-IJ1Li- — �E EL.27' \ / _------ -----�"--- __INE N73. 111—i I I i l i i l l l I I I I- — mmr-�ml=m — �9'r0"W 1000 GAL IE ❑ �6„ \ �.' _ `s Fz.o w 58 $' SEPTIC ACGE lT1� TANK , ❑❑� o 6ICY 1T 2 5 ❑ �I / 'S•� �� 000== tio=i' 1 0 000 E 2 05, 4" APPROVED 3' SAND 8� 3' SAND �I E� 6 {ee 19• PIPE COLLAR LE POOL CHING COLLAR m ' N79 38 S7 3g'30 N�O�Fwt�1 OF PROPOSED SEPTIC SYSTEM C° CMF 7192 �R330 00, SC�tHO CONSERVANCY (4 BEDROOMS) 8 0 EL.7 1\ 09 NATURE 1-1000 GAL. SEP77C TANKD \ SAND 1-80 LEACHING POOL 12' DEEP & N 0 O WITH 3' CLEAN SAND COLLAR GRAVEL IL REMOVE MA7FRIAL DOWN EL.-3 TO SAND SP AND BACK FILL (SAND SP) WITH CLEAN SAND TO BE BUIL T TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE SPECIFICATIONS ® = WELL FLOOD ZONES FROM FIRM s< ® = MONUMENT 36103C0068H 9/25/2009 # f = TEST HOLE CONTOUR LINES ARE REFERENCED TO NA VD 88 ANY AL7FRA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON �`"�.. M Y,S LIC. N0, 49618 OF SEC77ON 72090F THE NEW YORK STATF EDUCA77ON LAW. ECONIC MORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FlCA77ONS TOTAL (631) 765'-- 5020 FAX (631) 765-1797 HEREON ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA- 251,9 80. FT. or 5.78 Acres 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 15-246 SURVEY OF PROPERTY IN ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. ISLAM 1000-14-02-1.9 LONGpUND �31 SCALE: 1'=50' S � � FEB. 10, 2016 MARCH 10, 2016 (REVISIONS) APRIL 4, 2016 (REVISIONS) APRIL 19, 2016 (REVISIONS) Yacca03-08-01 AUGUST 10, 2016 (FOUNDATION STAKEOUT) 03-08-2016 SEPTEMBER 26, 2016 (FOUNDATION LOCATION) �/E , W1A Z�N�4 fBot TIE UNE 19_7.70 ON o"E _ r - - 5 MHwM _ N82'33'4 _ — — — — —, PILE B B��(IFa e,o 4 AT 12 14 6 �U 18 8 TT '24 25 �0?OPIE 1012 OTTOM OE U '3-V' B�� RS)LUFF PARAU�) FL00_0_ZONE_ 1648 - BOTTOM BL FRET, t4INOF BG WA C7 2 22 - - �— - ZON UNE �� _ _ FROM T SUF*�_TE,O,�BYN FOIlOVNNG UNE ?�n 2426 -– -'. SLS 3'_4'BE GRASS _ 70 fn 2 - 6e jMjjj pLANTF� O N \ 30 STEPS & 50 O 32 LgN01NG _ _ ALZAP� N qM 3P• en �38� j CT�� ^71, �N M� Z N E •'x SEPM 0e1.UEF n _ _ TOP \ 100' FROM �7- w OPILT FE0_ `EXISTING ^NEIGHBORS \ XEL x p' 34 � 32 ON \ HOUSE C\x—x COLL � 32 N 4 rb 17.4' 14.7 2.14' \\ x �L X T/0� �m`] CONCRETE FONDA77ON \\\ NEXpRNERS ET 0C 0 � H T/0 FND.ELJ7.71 \\ `C WC 10.J 11.3 124' \\ 30 \ T/0/w v O \\ EL27.06`30 NP o ` \ //SEPTIC EL28.82• \\ \r \ \. 5.6' 1.20 COLLUM L��E HOLLET 0 ON 4C BASE \\ \ 28 - EL.27� 1.1' \ T CVA�1 -1 TiOi� � 1\ P. 150 +` sem\V o EL36.1 ,r \ (WE �r`• y`Y a siLT F x_h x� 0,01 150 \\\\ WELL NG EX�NgORS \\ 0 OOL, \ p O WELL N GARAGE \\ /W; fig \ O X . 26 \\ 4, � �\ \ z - ° I \ ) Z a A,— 28.0' 15.0' \\ ANSFO i \N'o O �-- - \c^ 70 1\ WCLTIL 24 A Z LA NG POOOE�UPO `\� tonO 1 � � 0 r Z N /0 A \� y (5; OO �\ "° 000RP N+ o-- \\ N c \\ O r� N Z -n _ 1 N \ TRDOTION OC \ 1 CONS FENCE \ o ` ops - KD \ y \ z \ \ m \ \ 1 \ 1 \ 1 \ \ \\ \\ 9 O SERVICE r \o \ 0 RAIN RUN OFF CONTAINMENT \ PROPOSED HOUSE 1A 991sq.f.t N 991 x 0.17 x 1 = 168.5 sq.f.t 1 A \ 169/42.2 = 4 V PROVIDE (2) DWS 80 X 8' DEEP OR EQUAL TEST HOLE DATA 1\ \\ m MCDON ALD GEOSCIENCE 1\ �'00o S \\ A ) EL. 27.1' BROWN SILTY SAND SM 2= \\ \ \ 0 4' All "Z � � BROWN SILT ML Tj \ \ 9 80 0 T 0 \ \ -11 -)0 1 �'O 1 03 CP Q U` BROWN SILTY SAND SM 1 1 -0 0O 1 \ 29 \ \ N 00 WA TER IN BROWN SIL TY SAND SM \ = d T 30' 1 1 n 2 WATER IN PALE BROWN FINE SAND SP \\ \\ G 38' NOTE. WATER ENCOUNTERED 29' BELOW SURFACE \ \ 1 1 \ 1 \ � o \ \ E FIN. EL.301.0' GRADING PLAN \\ zoN \\ N.T.S. `^ \\ \\ d 421.00' \ \ CMF \ p \ sOp ZONE IIIIIIII�II ' UNE /V3FINISHED GRADE EL27' 1:29, 101,w V11- 5 7 1000 GAL 270, SEPTIC IE TANK 25 ❑= 0 [ �04.D on❑ NA,31 Cp E 4" APPROVED 3' SAND 8� 3' SAND o E�N6 fe t 220.28 PIPE COLLAR LEACHING COLLAR POOL m 1CMF 71• „W 180�0F JM OF •38'3� � PROPOSED SEPTIC SYSTEM EL.7' m S79 ��33°00' SOV-THQ CO ASSMP,NCY (4 BEDROOMS) 8'0 ? A 09' NA-NRE SAND 0 1-1000 GAL. SEP77C TANK & o D 1-80 LEACHING POOL 12' DEEP GRAVEL EL.-3' 0 0 WITH 3' CLEAN SAND COLLAR (SAND SP) REMOVE MATERIAL DOWN ��NE TO SAND SP AND BACK FILL WITH CLEAN SAND TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF HEAL TH SERVICE SPECIFICA TIONS STAKE SET � �� i• �YI`�i•C 1 ` �. . ..� WELL FLOOD ZONES FROM FIRM w_;r; �Y^'`�h�F.:',• •• I 36103CO068H 9/25/2009 ><r 4. ® = MONUMENT r ® = TEST HOLE CONTOUR LINES ARE REFERENCED TO NAM 88 ` •e rY. , ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON N.YS. L/C. N0. 49618 OF SEC77ON 7209OF THE NEW YORK STA TF EDUCA77ON LAW. PECONIC YOBS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS TOTAL (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA- 241,rJ' 4� 80. FT. Or Jr' .545 Acres P.O. BOX 909 WHOSE SIGNA TORE APPEARS HEREON. 1230 TRA VE'LER STREET SOUTHOLD, N.Y. 11971 15-246 L4 de�s,�p -Lu"-�d N �a � I� AREA OF ACCESSORY STRUCTURE AREA OF MAIN HOUSE I/A OWTS LAYOUT TEST HOLE studio a architects SANITARY SYSTEM LAYOUT _ SANITARY SYSTEM DESIGN: 651 West Main Street, "' ! N/O/F WELL ��'"�- `�� ! ! ^ CECELIA&PARVIZ LALEZARI ABBREVIATIONS: Riverhead, NY 11901 I -� MAIN HOUSE LOCATION �� I o I I / #OF BEDROOM: 4 631 5912402 A: 146' �i N� II I j & AND ADVANCED TREATMENT UNIT: SINGULAIR TNT-50OGDP BY 631 3231426 B: -149' I rn J / @ AT TEST HOLE DATA NORWECO glynis@studioabarchitects.com / sad II F / ` BW BLACK WATER McDONALD GEO IIA OWTS CAPACITY: 440 GAL. PER DAY 1168.21' - N15°09'20'UV / ^� 'S'p I �I I �� 14-1 CONC: CONCRETE SCIENCE LEACHING POOL: (1)-8'DIA.X 12 FT mailing address: 444 iv�;� - ~ C.O. CLEAN/l E or ELEC.L ELECTRIC T EL. 27.1' ACCESSORY BUILDING Orient NY 11957 -. _ _ j !' BROWN SILTY SAND -------- r 1 ' / ELEV or E ELEVATION PO Box _ #OF BEDROOM: 0 -------- ---- ------ 1 _ ' I _ --- --- $\ _ 0 3211 I Z BLACK WATER SEPTIC TANK: 1,000 GAL. `;;, SIDE YARD SETBACK ; j` - - - p G GAS ¢` mµ GFCI GROUND FAULT CIRCUIT GREYWATER SEPTIC TANK: 1,000 GAL. \ `^� -=� �� ,W I co O BROWN SILT �. 1 1 RELOCA ED T'3 I m ; INTERRUPTER LEACHING POOL: (1)-8 DIA.X 12 FT N/O/F i' 1 WELL ` 1 I ,, ! N � f.. SOUTHOLD TOWN OF I % ( / ` (' -) I p l 1 t ?'` I �z c� GW GREYWATER NATURE CONSERVANCY �_ l / �c11/�11 / w Z HDPE HIGH-DENSITY Q. y N I i \ J \ I Z S POLYETHYLENE E E h� \`\ l ' f/ w I/A OWTS INNOVATIVE AND BROWN SILTY SAND I�O \ ( 1= I Z ALTERNATIVE ONSITE% *,� } �•D° i <� .� .# I O WASTEWATER c��30. __ ___ 29 ----- -------. ----------- -----L----� ------�� -- - �-- --=f-� MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED studio a architects ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP 4"DIA. HDPE SAMPLING 651 West Main Street, PORT W/ Riverhead, NY 11901 i 631 591 2402 j LOCKING CAP L W 631 3231426 U) AND CLEAN OUT glynis@studioabarchitects.com W of SEWER PIPE mailing address: DOUBLE SIDED PO Box 444 45 DEG,ELBOWS WYE 3LASCO D448-040 CLEAN OUT 0 DEG ELBOW 60 DEG WYE Orient NY 11957 OR EQ. EFFLUENT ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE B2: FOR USE WITH BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION W/DOUBLE SIDED SWEEP z 1/8"PER\ iv CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC 12" n CLEANOUT DETAILS ;-� SAMPLING PORT DETAIL 1+ N.T.S. Owner: David and Linsay Levin r 1 14 16 18 ----- -------20 -------- 22 REQUIRED SIDE SETBACK / ---------------------- ----------- ----------- ----------i----------- -------------- --- I J property p#: 000-14-02- 9 w I � f 0 site I eet address: 29821rMain Road L Orient, NY 11957 I /4/ �\ 1 No. Description Date CONCRETE COVER \ I CONCRETE CHIMNEY DRIVEWAY ;7 n. ° d IN / \ k \\ I BACKFILL ° \k \ MATERIAL TO BE CLEAN SAND AND GRAVEL °.° DRYWELL — E' 20" MIN.. ® ® ® ° IMPERVIOUS SOIL / ..d ..• yy Y INLET a-- -`' � � LOCATION E, - �� MIN.4"DIA. I ° ® ® 1 DIMENSIONS --�._- - �j \\ - el - -- e - APPROVED ', Z. — e - -. ��---- PIPE 8 ° . - a 1A 29' POTENTIAL_LOCATION FOR _ -� �� / PITCHED 1/8' ® ® N — * 1B 19.1' LEACHING PIT 50%EXPANSION -_� _ e 23 +i �� I / PER 12"MIN. I a . ® ® M C$ 3'-0" MIN. 2A 42.6 > O -•� o 2B 28.6' LEACHING PIT L _3 CO 0- Q Q \ v Q ® ®I COLLAR' o 8 DIA, 12 I-I O B C J p W ® ®� 3A 46.7' O 1v V 2 M ® ®� ° SAMPLING PORT cw CO V J J $ v 3B 34. ' c)��O . 1000 GAL. MIN. GREYWATER SEPTIC TANK `rte �� V MIN. 4A 5 .0 / B 4B 0.0' 1000 GAL. MIN. BLACK WATER SEPTIC TANK �� p LEACHING ® ®� a. PENETRAtION ® M a INTO A VIRGIN W/OVERFLOW TO GREYWATER o SECTIONS ® ®� . ;< ;a.; .. — STRATA OF DRYWELL o ® ®E1 0 -- ------------------ -------------------------- -----------------------------------L------- ® ® SAND AND .o . REQUIRED SIDE YARD SETBACK o a a>® 4 / HIGHEST z 18 20 22 RECORDEDJ I 1 �"I .�— 8 �� o HIGH 00, 00,- CN / GROUNDWATER `� ELEVATION- - - - ---- - - -- -- - - - - - - - - - -- - -- -- - PROPERTY LINE – – - -- - - – — – – – - - – – – – – – – – nLeaching Pit Detail SANITARY SYSTEM LAYOUT, Accessory 1'-0" 1 Structure 1" = 20'-0" J, TO ST2 BLACK GREYWATER OVERFLOW PIPE FROM LINE FROM ;' PROJECT WATER 4"4"WASTE 1/4W EREBLACK WATER SEPTIC 12" TO REYWA ER SEPTIC TANK GREYWATER SEPTIC _= r \ _ r \ r _ FROM HOUSE T FROM HOUSE�__ �- \- - — - -�--- � -=� TO LP Levin House 1/4"PER 12" SLOPE MIN. TANK TO LEACHING PIT SLOPE MIN. 4"WASTE 4"WASTE 1/8"PER 12"SLOPE MIN. 1/8"PER 12"SLOPE MIN. sD A GRADE ELEV.21' GRADE ELEV.20.0' GRADE ELEV. 19.3' 23.0' +/- FROM ST1 COVER TO GRADE 10' MIN. 7.0'+/- 8.0' IF DROP'T"IS USED (A111I �� ELEV.22 COVER TO GRADE LOCKING LOCKING �'QT 4'�• 021a��'; GAMPLIN IF DROP"T"IS CASTING z CASTING C'4 USED 20" MIN. N N 20" MIN. ®_It' COLLAR AS COLLAR AS INLET FROM STI J AS BUILT REQUIRED SEE LAYOUT CO FOR EACH GRAY ST1��ll FOR AND BLACK WATER BLACK ST2 MIN.4"DIA. _ _ MIN.4" DIA. —j LINES WATER GREYWATER CLASS 2400 �' �° —� CLASS 2400 INLET FROM —> SEPTIC LEACHING _ - MIN.4 DIA. POOL HOUSE Details PIT PIPE OR INFLUENT OVERFLOW PIPE OR HOUSE TRAP - 'v EFFLUENT PIPE SOR400 EQUIVALENT _ EFFLUENT EQUIVALENT - EQUIVALENT PITCHED MIN. 00 TO ST2 PITCHED MIN. 1/8" MIN. 4"DIA. PITCHED MIN. 1/8" o iv �° �° 1/4" PER 12" PER 12" N m (6 m (6 co CLASS 2400 PER 12" PIPE OR EQUIVALENT Project number 1659 :.. .. ... Liu - ° MAKE DROP"T" J J J J _J J J PITCHED MIN. $ . MAKE DROP"T" W w w w w w w ACCESSIBLE FOR Date 11/419 MAINTENANCE 1/4 PER 12 ACCESSIBLE FOR of W 0� MAINTENANCE Drawn by GB W w w w w w MIN. 3"SAND OR co BAFFLE WALL MIN.3"SAND OR z z z z z z z PEA GRAVEL BAFFLE PEA GRAVEL Checked by HA - - - - - - co v Accessory Structure Sanitary System 2 Section-Diagram 5�,SzjepticTank Detail for ST1 (Black Water) 6 Septic Tank Detail for ST2 (Greywater) o. 02 NN.TS. 1 0 1/4 1 -0 to N_ Scale As indicated LEVIN DHOUSE[E CD ( JUN 13 2017 29821 MAIN ROAD IDUMDr-qO D � ORIENT, NY 11957 71'OWNr OF SOTJTIIOLD REVISION DATE FILING SET 05.10.2016 FILING AMENDMENT SET A 05,08.2017 v� a� PROJECT TEAM YN ARCHITECT: RYALL PORTER SHERIDAN ARCHITECTS 174 Fifht Avenue Suite 300 New York, NY 10010 P(646) 809 4343 STRUCTURAL ENGINEER: ROBERT SILMAN ASSOCIATES, D.P.C. 111 Devonshire Street Boston, MA 02109 P(517)695-6700 EXPEDITOR: EN CONSULTANTS rw 1319 North Sea Road L 0 U ,(,,Ic, Southampton, NY 11968 P(631) 283-6360 SURVEYOR: PECONIC SURVEYORS LP.C. q. w P.O, Box 909 F L rr 1230 Traveler Street Southold, NY 11971 29821 MAIN ROAD , NY 11957 P(631) 765 5020 MAY 8TH , 2017 GENERAL NOTES PROJECT LOCATION PROJECT INFORMATION DRAWING LIST 1. Scope of Work: ADDRESS&PROPERTY INFORMATION Amendment filed for the relocation of the swimming pool and the partial relocation of the driveway, which were previously PROPERTY OWNER: DAVID& LINDSAY LEVIN filed and permitted by the Southold Buildings Department on 08.08.2016(BP#40886).The submission includes a revised #29821 Q PROPERTY TAX MAP#: 1000-14-02-1.9 stormwater management plan reflecting the proposed changes. STREET ADDRESS: 29821 MAIN ROAD ORIENT, NY 11957 2. All work shall conform to the requirements of the 2015 IRC as adopted by New York State, County Fire Department regulations, utility company requirements, and the best trade practices. PROPOSED CONSTRUCTION: 3, Before commencingwork, the Contractor shall file all required Certificates of Insurance with the Building Department, Filing amendment for relocation of proposed pool &deck and relocation of driveway q g p (New accessori structures filed under separate applications) o C/) pay all fees, obtain all required permits, and provide any and all bonds required by governing local agencies in order to do N C6 0 the work herein described. APPLICABLE CODE: ARCHITECTURAL DRAWINGS 2015 IRC as adopted by NY State o � 4. The Contractor shall verify all existing conditions in the field prior to commencing work, and shall report any o o L1__discrepancies between drawings and field conditions to the Architect. 25 o / TOWN OF SOUTHOLD ZONING DISTRICT: A000 COVER PAGE&DRAWING LIST X R-80 A002 ARCHITECTURAL SITE PLAN X 5, Minor details not usually shown or specified, but necessary for proper construction of any part of the work shall be - A003 STORMWATER MANAGEMENT PLAN included as if they were indicated in the drawings, Q OG 45 HEIGHT: Z QO 2 1/2 Stories A004 STORMWATER MANAGEMENT PLAN X 6. The Contractor shall coordinate all work procedures with requirements of local authorities, SUFFOLK COUNTY TAX MAP NO. A460 SWIMING POOL DRAWINGS X c i 7.` The Contractor shall be responsible for the protection of all conditions and materials within the proposed construction 1000-72-01-1-1.5 area.The Contractor s-)all design and install adequate shoring and bracing for all structural or removal tasks.The Contractor shall have pole responsibility for any damage or injuries caused by or during the execution of the work, 25 LOT AREA: MWN 251,933 Sq. ft. (5,78 Acres) 8. The Contractor shell layout his own work, and shall provide all dimensions required for other trades(plumbing, A —A ORIENT electrical, etc.), REQUIRED MINIMUM SETBACKS C? FRONT YARD SETBACK: 60 ft 9, Plumbing and electrical work shall be performed by persons licensed in their trades, who shall arrange for and obtain S D SIDE YARD SETBACK: 20 ft (45 ft combined) I inspections and required sign-offs, REAR YARD SETBACK: 75 ft l ORC . 10. The Contractor shell do all cutting, patching, repairing as required to perform all of the work indicated on the drawings, NgRo ST REQUIRED BLUFF SETBACK and all other work that may be required to complete the job, SETBACK FROM BLUFF: 100 ft 11. The contractor shall be responsible for coordinating all roof and floor penetrations, patching, repairing.and flashing as D BUILDING HEIGHT RYALL PORTER SHERIDAN ARCHITECTS required, MAX. ALLOWALBE HEIGHT 35 ft -2 1/2 Stories 45 WEST 21st STREET I 4th FLOOR 12. All exits shall be kept readily accessible&unobstructed at all times during construction. �o ACCESSORY STRUCTURE(PROPOSED POOL HOUSE) NEW YORK , NEW YORK 1 0 0 1 0 13, The contractor shall adequately brace, shore, and support the structure during the entire construction period, MAX. ALLOWALBE HEIGHT: 1 STORY- 16 ft(For a Flat Roof) P (212) 254-1175 1 F (212) 254-1755 SETBACKS: 25 ft(FOR LOTS 80,000 sq. ft.AND OVER) MAX. ALLOWABLEAREA: Not to exceed 3%of Total Size of Parcel PROJECT#: 1517 ALLOWABLE: 3%*251,933 sq. ft, = 7,558 sq. ft, R E D PROPOSED: 660 sq. ft, /251,933 sq. ft. =0.2% DRAWN: RZ S. #OF BEDROOMS: 0 BEDROOMS A LOT COVERAGE CHECKED: WR i MAX. ALLOWABLEAREA: Not to exceed 201Y6 of Total Size of Parcel 9 { ALLOWABLE: 20%*251,933 sq, ft, =50,386 sq. ft. ORIENT, NY PROPOSED: 7.563 sq.ft./251,933 sq. ft. =3% DATE: 05.08.2017 do 015 0 + (Proposed lot coverage includes lot coverage filed under %*not to scale previous application for new single-family dwelling approved ��SCALE: AS NOTED N ESN on 8/8/16, Permit#40886) . - LEVIN HOUSE FILING AMENDMENT COVER SHEET & DWG LIST e Ex�sEUIFNG%�! LEVIN I I HOUSE I I I I I I I I • I I I I I I 29821 MAIN ROAD II i ORIENT, NY 11957 REVISION DATE FILING SET 05,10,2017 FILING AMENDMENT SET Zj� 05.08,2017 r------� Ex�gT� Q I S NEH HOR EXISTING NWONEI G°ES 13 It j `, I / / T • . , • • � . . . . •Imo. • . —T \ , r r I , 1 I ,' / , / / I 20 22 - -- ' ' ./.•'. 1 '- r _ / _ / / \ I .��7 10 12 14 6 26 28 30 32\ 34 36 38 40 .4'�2 .�,�40�e1�1 I1�I,L/Id3u,0V 1 lI I;'1 , 1101 10i'•i/I f f KEYNOTES_-- 4. i - — --- -- 5u1E�aaQS r "-• r . _ I _:_:-1,�-- -- Ra,�rK ...�'� �... - - _ � 24 1, PROPERTY LINE w N► w w w - "- - --- \ \ l / I 2. EXISTING COUNTOUR LINE / ,�` 1 .. �� —�, \\ \\ 1 I P I It ' ll, , �r !I,/r rl rl I , I! 1 II 9 W W :" f \ \ :' I + 3, PROPOSED COUNTOUR LINE 23 I \\ \ , .\ I �, I 1 , , � , ; 1 j'l1 , , ,l, � , 1 WEI G \ \" I \ \ \ I ♦ 11 l I I '1 1 1 i J I 1 / I I I , ,/1 ! / I/ 150'FROM WELL ------— 1 1 ! l I I ; 1 + 4, OUTLINE OF PROPOSED BUILDING GROUND 8 I + / FLOOR 24 �`7 I \\ `, ICO' ' ','+'' '/�l'I , ' ' I' I r /i 1 f / /m 113,' o I / / / % III,/I 1 i� 5, OUTLINE OF SECOND FLOOR ABOVE 28 1 , ' STABILIZED CONSTRUCTION 15 i 1 ! I I •tel ,' • r' t rOSILTFE ', 1 6. GRAVEL DRIVEWAY ' ENTRANCE(5"DEEP MIN. - r /'.' 15 I , 5 LLE /, ,. , - �/ • . �y 7, PROPOSED UNDEGROUD ELECTRICAL SERVICE COARSE AGGREGATE)-50'MIN. 24 ,, I LL r II 8. EXISTING STEPS&LANDINGS • /•- I 11 29 , / 7i • �s 1 � I � I / I / f, / It f I 9. PROPOSED WATER SUPPLY FROM EXIST, WELL / PRE EXISTING E ROAD II W y f /' _- _ Om ! ,_- {---- --_ 'o�_ , r ,l wl I 10, PROPOSED SEPTIC SYSTEM 1 / '--'_ 2711 ' l J _ wo 1 / EXISTING DIRT&RCA DRIVE 25 , /' 6 / `J� r l - I_ - \\ --- - I , I i i ; ` �I . -- - --------------------------------------------------------------- -----------------------------------------' .................- - -...... - ----- f 'I' -- - , - m =, 1 I I 11 NEW SANITARY LINE 15 \ I ' I I' 1 ' I ;; �� 2 2, PROPOSED SWIMMING POOL- 6-0 DEEP, W/ O ' �Oi 31 36 EXISTING DIRT PATH 14joi w ' J 21 �� (O REMAIN) AUTOMATIC COVER � HEATER FILTER& g { 13, LINE OF 150'-0" FROM D(ISTING WATER WELL // \ -E- --f • -E 11 f• -•E --f--- '.\ � � 11 �\I \\ `. \ \ ` \``\ I �l1' 'I' �I X. 6 i �, � r GROUND FLOG `\ //' , ' ! , 14. LANDSCAPE WALL 7 / / ; / \ FFE_31'-0'AS \\ \ `, \ ; i 1 I 24 ,/ \ 14 � \ ', '�, �-� ,I- , , ' l 1 I � � j �� 15, NEW DRYWELL I / 23 L ��+��. r� v \ f l . , -,` 16. AREA OF PROPOSED WOOD DECK ON 12" DIA. ' 17 ._. � � � I I I � / y T W / 1 0 � � 1 1 \ , \ I � 1 � f I , ' � CONCRETE FOOTINGS I � 1 11 1 S FEE U22''-0"ASL OR 27 % '' ;�'/ '.15 2 \ I; III I ;l 17. LEECHING POOL I/ 10 ; 15 ; 22 ,��17 3 °, 15`i r\.1 \ \\ I,� l, I� II li II , 18. EXISTING WELL -1- --- 19, EXISTING SEPTIC SYSTEM ---- ------- ------------- -----------L--------- ------------- — — --- --------- — ------ ----f--------- '---- - I I I ) SIDEYARDSETBAOK 20, WOOD SHED FOR POOL EQUIPMENT 14 16 18 20 22 \ 24 28 // 13 \ � I 'tel 28 /30 4 /32 // 34 i 36 38 i' 40 38 36\ 1114` 323011 II i 201 �10i ' 21, START OF NEIN GRAVEL DRIVEWAY SEE ' `--- / / ,' ' , 1 \ 'I 1 I ; ; ►I STORMWATER MANAGEMENT PLAN . �. .. .. �.. e. 1. .. .r_ . . . ., / .,� . � . � . .>_. ' SII •r..«I ..► 22. EXISTING ELECTRIC METER 23, CONSTRUCTION FENCE --- 1 24. SILT FENCE - 25, AUTOMATIC POOL COVER W1 WOOD DECK ABOVE 26, EXIST, ELECTRICAL UNDERGROUND SERVICE ACCESSORY STRUCTURES: POOL HOUSE & POOL // /�\�\ 13 "E DRIVERS \�\ 27, EXISTING TRANSFORMER ISTING SHED EACH FILED UNDER SEPARATE APPLICATIONS 28. POOL FENCE W/SELF-CLOSING, SELF-LATCHING GATE 29, OUTDOOR SHOWER �� NErCFHB Rs N 30, AREA W/STONE PAVERS SET IN GRAVEL ROPOSED PARTIAL SITE PLAN HOUSE P �\ 31. WOOD DECK&EXTERIOR WOOD PERGOLA 2 1/32"= 1'-0" 32, 1 00'WETLANDS SETBACK GENERAL NOTES: 1.THIS PLAN REFERENCES A SURVEY PREPARED BY PECONIC SURVEYORS, P.C. t R_ LAST REVISED 02.03.17&APPROVED BY THE SUFFOLK COUNTY HEALTH DEPARTMENT. 2.AS PER THE SURVEY PREPARED BY PECONIC SURVEYORS AND DATED -00 02.03.17 THE TOTAL AREA OF DISTURBANCE IS 42,624 SQ. FT. (0,978 ACRES), 19 ! ,j------, I I , ZONING AND BULK LIMITATIONS 5 f PROPERTY INFORMATION i I ' �� / �;' PROPERTY OWNER; DAVID &LINDSAY LEVIN H' I 13 -- I / / PROPERTY TAX MAP#: 1000-14-02-1.9 RYALL PORTER SHERIDAN ARCHITECTS / -4-_j �� STREET ADDRESS: 29821 MAIN ROAD --------- ------- --- ------'"'-•—� •—?� —�-!� i. . .. 6, - - I \24 i-�%i' I'I,i %, ORIENT, NY 11957 45 WEST 21st STREET I 4th FLOOR • a a a a i a a 1 r - -- - '_ ' f ( NEW YORK NEW YORK 10010 50' ACCESS R.O.W. �� ---� T of s \ �C�' --------- -- - -- - • - - - -.I - �� _ I jam, I TOW N OF SOUTHOLD-ZONING DISTRICT �' R-80 P (212) 254-1175 I F (212) 254-1755 EXISTING 7RA770"AwDm�' /,; I' ll 21 to =- '•'k` % -�_, .r„Ct / ` I 1a LOT AREA I ` I� I \ \4 �►+ -\- =- .._.. , -'- `� - `It �j/11„'/,I,,';'`lIr ;��f I 251,933 Sq.ft. (5,78 Acres) PROJECT#: 1517 � i` 111;f,l'r"�' /! ..! • ,, 1 /,I 11111111 � I I I,�I I w REQUIRED MINIMUM SETBACKS qq , � V Irl r1r111ii I 'i' RcD C) I 11,11,1r ',I Cj / I.4',rrr rl,, f FRONT YARD SETBACK; 60 ft DRAWN: RZ I 1 % 10 I `1'1,,11 1 I,� SIDE YARD SETBACK; 20 ft (45 ft combined) •� \, )i JIIIII III „ ./ \• j-I--7'----- =-F---- ' -- --- T- -1pl REAR YARD SETBACK. 75 ft a — -��.�-moi- 4• ' 1 \ 1 III 11 , i 1.-----.------ ->^----- o � —I---- .�--i -,� ,In I 1 CHECKED: WR ' ' I REQUIRED BLUFF SETBACK ' WETLANDS �, ----_ II �:—•�•—•�• —•—•��—• �_• —• — =• —•�•—•—� -__ � � � � _^•��_•1-�,•��'I' ,� SETBACK FROM BLUFF: 100 ft DATE: 05.08.2017 10 1 I 0 BUILDING HEIGHT I 13 �� y- --� S` \ / MAX. ALLOWALBE HEIGHT: 35 ft - 2 �/2 Stories SCALE: AS NOTED o�'' IV EW �0 ACCESSORT STRUCTURE(POOL HOUSE) / \ MAX. ALLOWALBE HEIGHT: 16 ft (For a Flat Roof) 19 / I SETBACKS: 25 ft(FOR LOTS 80,000 sq. ft. AND OVER) ARCHITECTURAL MAX, ALLOWABLE AREA; Not to exceed 3%of Total Size of Parcel SITE PLAN � ALLOWABLE: 3%*251,933 sq, ft, =7,558 sq. ft, 18 N PROPOSED: 660 sq. ft. /251,933 sq, ft. =0.2% 1 P ROPOSE D SITE PLAN #OF BEDROOMS: 0 BEDROOMS LOT COVERAGE 1" = 100'-0” MAX, ALLOWABLE AREA: Not to exceed 20%of Total Size of Parcel ALLOWABLE: 20%*251,933 sq. ft. =50,386 sq, ft. PROPOSED: 7.563 sq.ft,/251,933 sq. ft. =3% TEST HOLE DATA EROSION CONTROL NOTES: DRYWELL SCHEDULE GENERAL NOTES: LEVIN TEST HOLE PERFORMED BY 1,THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN 4, PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE DRYWELL# DIAMETER DEPTH NOTES 1. PROPERTY OWNER. DAVID&LINDSAY LEVIN HOUSE MCDONALD GEOSCIENCE, 12/21/15 SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION,ADDITIONAL PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR 2, PROPERTY ADDRESS: 29821 MAIN ROAD El.27.1' Exist, GRADE EROSION CONTROL MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT PROLONGED STORMS, MAINTENANCE MEASURES INCLUDE, BUT ARE NOT 1.1 6-0" DIA. 4 VF ORIENT, NY 11957 BROWN MAY DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY LIMITED TO, CLEANING OF SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR 1.2 10'-0" DIA. 4 VF SILTY THE TOWN OF SOUTHOLD.THE FOLLOWING GENERAL CONDITIONS SHALL BE OF SEDIMENT BARRIES, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND 1.3 10'-0" DIA. 4 VF 3, PROPERTY TAX MAP#: 1000-14-02-1,9 SAND SM 4.0' OBSERVED: CLEANING AND REPAIR OF INLET PROTECTION, 1,4 6'-0" DIA, 4 VF 4,TOTAL SITE AREA; 241,540 SQ. FT. (5.545 ACRES) A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN 2,1 10'-0" DIA. 4 VF 5,AREA WAN CLEARING LIMITS: 42,624 SQ. FT, (0,978 ACRES) 29821 MAIN ROAD BROWN UNDISTURBED, 5.APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST CONTROL, 5.1 10'-0" DIA. 4 VF 6.THIS PLAN REFERENCES A SURVEY PREPARED BY PECONIC SURVEYORS, ORIENT, NY 11957 SILT B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE 5.2 10'-0" DIA. 4 VF P,C, LAST REVISED 02.03.17. AS PER THE SURVEY, THE TOTAL AREA OF ML SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE 6.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 6.1 6'-0" DIA, 8 VF POOL BACKWASH DISTURBANCE IS 42,624 SQ. FT, (0.978 ACRES), 8.01 EXPOSED. SOILD AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS.THE REVISION DATE C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS NOTE ON DOWNSPOUTS: TO REDUCE RUNOFF VELOCITIES AND QUANTITIES, PERMANENTLY STABILIZED, ALL DOWNSPOUTS&LEADERS TO BE 3" DIA,; LOCATION OF LEADERS AND FILING SET 05,10.2016 D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES, UNDERGROUND PIPING CONNECTION TO DRYWELLS AS NOTED ON PLAN BROWN E, SEDIMENT SHALL BE TRAPPED ON THE SITE. 7. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL FILING AMENDMENT SET 05.08.2017 SILTY REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY FILING AMENDMENT NOTE: SAND SM SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND STABILIZED.AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE SM MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. THIS IS AN AMENDMENT TO THE STORMWATER MANAGEMENT PLAN APPROVED 29.0' NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT FOR THIS PROPERTY BY THE SOUTHOLD BUILDINGS DEPARTMENT ON WATER IN CONTROL." 8.ALL 1:2& 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING LEGEND (PROPOSED) 08.03.2016, BROWN CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT SILTY 2.SEDIMENT BARRIERS(SILT FENCE, HAY BALES OR APPROVED EQUAL)SHALL EROSION WILL BE PREVENTED, NECESSARY MEASURES SHALL INCLUDE, BUTSAN -w- WATER -.•�•.� SURFACE FLOR ARROW THE PROPOSED AMENDMENT INCLUDES: BE INSTALLED PRIOR TO ANY GRADING WORK ALONG THE LIMITS OF NOT BE LIMITED TO HAY BALES SILT FENCE SILT TRAPS/BASINS JUST MESH, SM D ' ' - RELOCATION OF THE APPROVED SWIMMING POOL AND POOL EQUIP, SHED; 30.0' DISTURBANCES AND SHALL BE MAINTAINED FOR THE DURATION OF THE WORK, HYDROSEEDING, ETC,AND SHALL BE MAINTAINED FOR THE DURATION OF -E- ELECTRICAL ----->- PIPE FLOR ARROW - PARTIAL RELOCATION OF THE NEW GRAVEL DRIVE; NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT CONSTRUCTION AS WELL AS FOLLOWING THE COMPLETION OF - (2) NEW ACCESSORY STRUCTURES: POOL HOUSE&POOL SHED EACH FILED WATER IN PROPERTIES, WETLANDS OR ROADS. CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED PLANTINGS HAVE PALE -S- SANITARY :�?I DRYWELL W/2" INLET DRAIN SEPARATELY BROWN BECOME ACCLIMATED/ESTABLISHED AS DETERMINED BY THE TOWN OF COVER - REVISED CALCULATIONS &DRAINAGE&STORMWATER MANAGEMENT DETAILS FINE SAND 3,GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED SOUTHOLD, DRAINAGE TRIBUTARY S° THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED,SEED MIXTURES O 38.0' SHALL BE IN ACCORDANCE WITH THE SOIL CONSERVATION SERCNE � � BOUNDARY �--- DOWNSPOUT&UNDERG- NOTE:WATER ENCOUNTERED 29' RECOMMENDATIONS. ROUND PIPNIG TO DRYWELL NOTES BELOW SURFACE B BORING LOCATION DRAINAGE NOTES: THE STORM DRAINAGE SYSTEM ARE DESIGNED FOR A 2" RAINFALLVOLUME FOR y7 �REI1 G ALL TRIBUTARY AREAS, I I I 1, RUNOFF COEFFICIENTS: I I I I PAVEMENT, ROOF, CONCRETE, OTHER IMPERVIOUS AREA = 1,0 I I I GRAVEL DRIVEWAY = 0.5 I I I i LANDSCAPED, GRASSED, NATURAL AREA =0.3 2. DRAINAGE STRUCTURES INCLUDE NEW 10'DIA, PRECAST STORM DRAIN RINGS WITH A CAPACITY OF 68.42 CF/VF AND NEW 6'DIA. PRECAST STORM N/O/F / N/O/F \\� I sumc N/ DRAIN RINGS WITH A CAPACITY OF 22.33 OF/VF. PJH REALTY CORP // I PJH REALTY CORP \� % EXISTING / CEOCILIA LALEZARI 3, ALL ROOF DRAINAGE PIPING SHALL BE 8" DIA. MIN, HDPE, ALL SITE A COUNTY OF SUFFOLK / (VACANT) \� I / NEIGHBORS PARVIZ LALEZARI DRAINAGE PIPING SHALL BE 12" DIA. MIN. HDPE SLOPED AT 2%SLOPE UNLESS FLOOD ZONE LINE / N, / \ HOUSE > (DWELLING) OTHERWISE NOTED. / I I EXISTING SILT FENCE&LIMIT /� COASTAL EXISTING / {NEIGHBORS EROSION STEPS&/ ' w w _T� •_- w OF DISTURBANCE / V DEEP GRAVEL BED;S E I GARAGE I \\I \��/ '' DRAINAGE CALCULATIONS 1168.21 N 15 09 20 W � � I w�� w w_. may. w w w w w�� .- w`w�. w w_ w�� w w_� w�� w i� w SECTION DETAILA004/1 `�� c��J W/ l��/� HAZARD LINE LANDIN waw • / / iL 1 , , w w>�Iw w 1�� •w>_I� w w w wa�� w ------ zo 22 21 • w�� L www_ w 4�` w w�� 1 , r / 26 36, `92 34 36 36 46 42 4°' , 1 13p' I , J r- \ ,-' '��\ . , "- \ --------------- -------- T� w R 2O RAINFALL FOR AREA DISTURBED BY ,1° 12 1b 1'6 1b x� L-�.- ��.-.c----� / r _ _� ` ` \ 1' 11//Ir'l1I 11I 1I'/l // PROVIDE STORAGE FIMPROVEMENTS. CJ \ { -- --- _ 3 == ___'____ _ __ - _ I STORAGE IN LEACHING POOLS, STORM CHAMBERS AND GRAVEL BED. , / T -]r-•-�- - s+.-- __ r - I /I 11I ,I/ I11 1 I I \ ! / -.��.- r�..�. •1. .�- -._+.� �- �� -�_� r+_ _�-__"_ _ I `� `��// • I 1 \ rII,, VIII II ll'�'ll' r' III p \� r 1' I hr. �1 r•�- ..i._ �- �+-r-.+- y•-7---�.� - -�_ _-J \\ l , , IIS II�,'l l��l lll�11 ' �l �< % l y I f� { / 7 I l „I Ill TRIBUTARY AREA 1 -HOUSE \ ' � 1 PROPOSED ' STING � - - I � �� I,�, / ,I I I,I l�l ,/1 � ,, / I ./ \� SA INaS -` Pool 1 i 150.0' 2 DW-1.4 PR�POsm �/ , r SURFACE TYPE C A(sq.ft.) r V=C x A x r / STABILIZED CONSTRUCTION i ,.' �__- ELL PARKING /l 1 �' �� I Z �DRCH I + lrrl,lr, i l ,rV1r Il { \ ENTRANCE-12'WIDE MIN. \ �' Q l . F I / r,• I 1 ;TOPSOIL&1 \ � I 5.2 \ \ ;/ 1 I/1�" ROOF 1.00 3170 sq.ft 0,17 V=538.9 cf BY 50'LONG MIN.OF 5"DEEP / , ?STOCK PILE; � { \ � {. //,,, /, ,r,,, I 1 I,� I Mw.COARSE AGGREGATE ,'` j' , \ { •� { " l r� i GRAVEL(Under raised deck) 0.50 620 sq.ft. 0.17 V=52.7 cf I { }1 I \TEST HOLE \LOCATION w 1 o TOTAL VOLUME REQUIRED V-591,6 cf cam) LU { I I\ I POOL EQPMT. -1.3 �I { DCISTING DIRT&RC ,, w 6.1 ♦ \ r SHED I r. B 3 ' _ -- - • I ° i I;i l II r 0 Q I i / �.♦ F,F.E.22,0' DW-2.1 lj / �_ \--_ - �O 1r � '''rI '! 1 '� 11 z °'� A ROgp r - )-�° Q STORAGE PROVIDED BY 1. - _ ►�' >rAGIN_ ♦ ♦ ,r 5 \` =;-----• -----... - '-7 - - ,- `, ` . . , I ,f'r %I , ,I / (x2) 10' DIA,X 4VF DRYWELLS @ 68.42 cf/vf (V=547,36 cf) o K • ARK�N Topsoil a ` \ _ (x2) 6' DIA.X 4VF DRYWELLS @ 22,33 cf/vf (V=178.64 cf) V=726 cf co / - ------ --------------------------------------- .1 -- .... _.. \ `\ \\` , 1 4 .S )CK PILE 1.. -, 1 11 /I /� .: �-�. , t � -- 1 .-� MAINHOU'4cE \ �\ \ �\�\ �, , ri "/111 ! l. V �., •-s;PROPOS�J � � , � 1 , F.F.E.31.U'\ � , � � � { 1 I r r I,�'l'� I'I - 1 / ;�/SANITARY � O / B-4 1 r, 'll'/1, r; ; z TRIBUTARY AREA 2-DRIVEWAY"A" .1'DEEPGRAVEL ,' ,' ,� ACCESSORY , � ,_ 0 N ZONE AE BED;SEE SECTION° ��r� �, 1 I N \ (EL.6 ft) I F.F.E.22.0' B 1 ', rl / /'/ i'/ ' <ST ST7 rl STRUCTURE i % r/r 1, !I ^ J / I ,9 � � I I I I SURFACE TYPE C A(sq.ft.) r V=C x A x r C\1 - \ 1 , , / / , , , _ / n/ LW�,1 . �� _ __4 , Ili i , III 1 ! r \ PQSECr J 1 / / i DETAIL A004/2 a. 'Sy I Y I rn 1 ". �C /S AR ` VV OD DECK r' ,� ' ' ��`I _4 \ '1� , GRAVEL DRIVEWAY 0.50 2106 Sq,ft, 0,17 V=179.01 cf / -------- JZONEAE 22 61410 12 /6E 32 / 19 14 323 1I 'I i I;I2I 0'I 1 I;'°Ii' l SI °r (EL. 426 /96 JI TOTAL VOLUME REQUIRED V=179,01 cf DW-5.1 ----l` DN-1.2 DW-1.1 wmmmon6w ��^ �1T'IiI'Ii�� { STORAGE PROVIDED BY I I l l l I I / 1160.33' S1%°19'15"E ' / I I �\ 1 I1 (x1) 10' DIA, X 4VF DRYWELLS @ 68.42 cf/vf (V=273.68 cf) V=273,68 cf TRIBUTARY AREA 3-DRIVEWAY"B" 425'-0"- EXISTING; NO WORK SILT FENCE&LIMIT // / � EXISTING � ; SURFACE TYPE C A(sq.ft,) r V=C x A x r EDWARD PRAGER OF DISTURBANCE �� / \ NEIGHBORS \� �1 / / \ DRIVE l GRAVEL DRIVEWAY 0.50 6450 sq,ft, 0.17 V=548,25 cf JOAN PRAGER (DWELLING) i'� % \\ /�\s PTIc� ; ...r . TOTAL VOLUME REQUIRED V=548.25 cf STORAGE PROVIDED _ EXISTING I ORS o VOID f ..,. . . ` I USING 4 525 GRAVEL BED V=630 cf / / I N HOU \\ , W x 1 D x . ( )30% TRIBUTARY AREA 4-DRIVEWAY"C" SURFACE TYPE C A(sq.ft,) r V=C x A x r ; E � I •I `7<-� 1 \�� ; GRAVEL DRIVEWAY 0,50 1937 sq.ft, 0.17 V=164,645 cf /EXISTING'� ---WELL RYALL PORTER SHERIDAN ARCHITECTS TOTAL VOLUME REQUIRED V=164,645 cf 45 WEST 21st STREET I 4th FLOOR I STORAGE PROVIDED NEW YORK , NEW YORK 1 0 0 1 0 USING 5'WxVDx114'LGRAVEL BED(30%VOID) V=171.0cf P (212) 254-1175 1 F (212) 254-1755 I N/O/F N/O/F j N/O/F BRIAN PUSHIC PJH REALTY CORP PJH REALTY CORP TRIBUTARY AREA 5-POOL HOUSE & POOL STORAGE SHED I COUNTY OF SUFFOLK SURFACE TYPE C A(sq,ft,) r V=CxAx r PROJECT#: 1517 1 E � REQ 4 `� ti N15009'20"W I ROOF(Pool House) 1.00 810 sq.ft 0.17 V=137.7 of DRAWN: RZ 854.74I PAVEMENT AREA A 1.00 710 sq.ft, 0.17 V=120.7 cf Q w w>_ w w>•� w w>_ •sww w OQ' w w wa�� w w ww>_� w�. w 4� •w>_� w w>_� w��I w s w w�. w �1z 0 854.74' EXISTING DIRT&RCA ROAD w w w w ROOF Stortone re n sand bed) 1,00 270 sq.ft 0,17 V-45,9 cf w 3 9 9 3 9 3 3 a 3 3 3 3 3 uJ ( g ) q, CHECKED: WR ? / • 3 3 3 z PAVEMENT AREA B 1.00 620 sq.ft, 0,17 V=105,4 cf 1 '� (Stone pavers on sand bed) DATE: 05.08.2017 A �Y 50'ACCESS R,O,W, GRAVEL (Under Raised Deck) 0,50 350 sq.ft 0.17 V=29.75 cf ��, 0. 0105 op. NEW `(O S15009'20"E .w e w s w �..�w �.w ��• ..�.w .�.w �� w 4- w TOTAL VOLUME REQUIRED V=439.45 of SCALE: AS NOTED 850.64' " '��' �� - N/O/F N/O/F STORAGE PROVIDED BY / TERRYMULFORD HOUSE INC SOUTHOLD TOWN OF (x2) 10' DIA.X4VF DRYWELLS @ 68.42 cf/vf (V=547.36 cf) V=547,36 cf I NATURE CONSERVANCY , { 858'-9" - EXISTING; No WORK STORMWATER TRIBUTARY AREA 6-SWIMMING POOL MANAGEMENT PLAN SURFACE TYPE C A(sq.ft,) r V=C x Ax r N ROOF/OTHER IMPERVIOUS 1.00 t 940 sq.ft 0.17 V=159.8 cf GRADI�JG AND DRAINAGE PLAN (Swimming Pool) 1Yv =50'-0" TOTAL VOLUME REQUIRED V=159,8 cf STORAGE PROVIDED BY (x1) 6' DIA. X 8VF DRYWELLS 0 22.33 cf/vf (V=178.64 cf) V=178.64 cf BORING LOGS LEVIN " 18'-0"MAX, C. To C. HOUSEB-1 Vicinity High Tide: 5:31 AM Low Tide: 12:06 PM Water Level is 26'0" below Ground Surface GRADE 10:30 AM �E H 30"Blows Penetration 16" MIN. - CLASSIFICATION OF SOIL Sample of Spoon HEIGHT OF From To Spoon In Inches 29821 MAIN ROAD j FILTER FABRIC Ground 2Coarse to Fine Brown and Dark Brown ORIENT, NY 11957 rSurface Topsail into Silty Sand, some Gravel (SM) e ' 6" MIN, Sample i1 1 @ 0" to 2' and Clear 24" Nr ,^1 y z REVISION DATE 1 2 4 Fine Brown Silt Sand, some Gravel, some Large Gravel, some Roots (SM) Sample # 2 @ 2' to 4' land Clear 24" FILING SET 05,10.2016 4' 6' Fine to Coarse Brown and Light Brown d Sand, some Gravel, some Large Gravel (s ) FILING AMENDMENT SET 05.08.2017 PERSPECTIVE VIEW sample # 3 @ 4' to 6' 16-21-22-2 24" 0 6' 10' Fine to Coarse Light Brown and Rust x Brown Sand, some Gravel, some Large m Gravel (SW) ra Sample # 4 @ 6' to 8' 12-17-22-2 24" y C Sample # 5 @ 8' to 10' 2-14-16-22 24" 10' 22' Fine Light Brown Sand, some Gravel (SW) 36" MIN, 2X2 FENCE POST @ 10' 36" MIN. 2X2 FENCE POST @ 10' Sample # 6 @ 15' to 17' 5-8-11-10 24" MAX SPACING W/WIRE MAX SPACING W/WIRE Sample # 7@ 20' to 22' 11-14-17-14 24" SUPPORT. 36" MAX HEIGHT SUPPORT. 36" MAX HEIGHT 22' 32' Fine to Coarse Brown Sand, some Gravel ( W) Sample # 8 0 25' to 27' 5-6-10-8 24" WOVEN WIRE FENCE(6X6- 10/10 WWF) WOVEN WIRE FENCE((3X6- 10/10 WWF) Sample d# 9 @ 30' to 32' 8-10-14-12 24" GEOTEXTILE FILTER CLOTH; 20" GEOTEXTILE FILTER CLOTH; 20" END OF BORING: 32'0" HIGH MIN, SECURED TO UPSTREAM HIGH MIN, SECURED TO UPSTREAM - z SIDE OF POST/TOWARDS EARTH SIDE OF POST/TOWARDS EARTH NOTES DISRUPTION DISRUPTION B-2 0 `\I FLOW Vicinity Low Tide: 9:43 AM .� STO, FLOW High Tide: 3:31 PM Water Level Is 29,01,' below Ground Surface SLOPE HEIGHT - 1:30 PM GRADE 1 11 0 DE 30"Blows Penetration Z _ From To CLASSIFICATION OF SOIL Sample of Spoon Spoon In inches Ground 2' Coarse to Fine Brown and Dark Brown ` —i Surface Topsoil with Organics into Silty Sand, trace Gravel (SM) t, r. - _ = III Sample # 1 @ 0" to 2' Hand Clear 24" Fine 4" MIN, X 5" MIN, TRENCH W/ - 3/4" MIN, DRAIN 2' 6' traceBrown Gravelandy(SM/SC)y and Silty Sand, COMPACTED BACKFILL; ROCK Sample !# 2 @ 2' to 4' Hand Clear 24" _ = EMBED FILTER CLOTH MIN, Sample # 3 @ 4' to 6' 1-3-7-10 24" 6 INTO GROUND 6' 15' Fine to Coarse Brown, Rust Brown and Light Brown Sand, some Gravel (SW) tc3 TRENCH DETAIL INSTALLATION W/O TRENCH Sample # 4 @ 6' to 8' 11-15-21-1 24" o Sample # 5 @ 8' to 10' 12-17-25-2 24" NOTES; 15' 27' Fine to Coarse Light Brown Sand, some Gravel (SW) 1, SILT FENCE SHALL BE PLACED ON SCOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY, sample # 6 @ 15' to 17' 9-13-13-16 24" Sample # 7 @ 20' to 22' I12-18-24-23 24" 2. INSPECT&REPAIR FENCE AFTER EACH STORM EVENT&REMOVE SEDIMENT WHEN NECESSARY, Sample # 8 @ 25' to 27' 8-9-9-10 24" MAINTAIN 9" MAXIMUM RECOMMENDED STORAGE HEIGHT, 27' 32' very Fine Brown Sand (SP) Sample # 9 @ 30' to 32' 6-9-11-11 24" 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT END OF BORING: 32'0" OFF-STE&CAN BE PERMANENTLY STABILIZED, 4, MAXIMUM DRAINAGE AREA 1/2 ACRE/100 LINEAR FEET 3 �IT�LZsF�EN_CEDETAILS B-3 Vicinity Low Tide: 9:43 AM High Tide: 3:31 PM Water Level is _ 31'o" below Ground Surface 10:00 AM OS 30"Blows Penetration From To CLASSIFICATION OF SOIL Sample of Spoon Spoon In Inches Ground 6' Fine Brown and Dark Brown Silty Sand, Surface trace Gravel (SM) Sample # 1 @ 0" to 2' Hand Clear 24" 12'-0"- PROPOSED DRIVEWAY Sample # 2 @ 2' to 4' Hand Clear 24" r r Sample !i 3 @ 4' to 6' 4-7-8-9 24" � 6' 8' Fine tCoarse o(SW;nd Rust Brnwn Sand, someGravel 6 +/- PLANTED BERM Sample # 4 @ 6' to 8' 18-20-21-22 24" o EXISTING GRADE 2%SLOPE EXISTING GRADE $ 17 some' Fine LargeaGravelo(SW)and, some Gravel' b Sample # 5 @ 8' to 10' 4-23-25-28 24" � " a _ Sample # 6 @ 15' to 17' 1-15-21-20 24" ".r K� 1 �7 I — 17' 32' Fine Brown and Light Brown Sand, some £ — Gravel (SW) C Sample # 7 @ 20' to 22' 0-17-22-23 24" N Sample # 8 @ 25' to 27'` 7-28-30»32 24" Sample # 9 @ 30' to 32''• 7-11-10-11 24" 32' 37' Fine Brown Sand, trace Gravel (SW) III III I I _ Sample # 10 @ 35' to 37' 8-11-12-14 24" —IIII IIII III) IIII IIII I IIII IIII IIII IIII IIII IIII IIII IIII III IIII IIII IIII END OF BORING: 37'0" 3/4"-2" CLEAN, CRUSHED ' ANGULAR STONE 2 FINISH GRAVEL g 8"THICK PRECAST CONCRETE TRAFFIC GEOTEXTILE MIRAFI 160 WRAPB-4 -. 4" GRAVEL SUB-BASE 1 i " BEARING SLAB CONCRETE COVER ON ALL SIDES OF CRUSHED vicinity sigh Tide: 5:31 AM STONE Low Tide: 12:06 PM G EOTE'DILE WRAP Water Level is 30'0" below Ground Surface i w 8:00 AM i DRIVEWAY CROSS SECTION A (FOR TRIBUTARY AREA 4) E H 30"Blows Penetration a %. 9 GRADE I I I CLASSIFICATION OF SOIL Sample of Spoon ,.�...,.� From To Spoon ininches 1111 "" "" I'll 1111 1 111 1 11111 1111 1111 1111 l" Ground 2' Fine Brown and Dark Brown Topsoil into s a' Surface Silty Sand, trace Gravel (SM) Sample 1 @ 0" to 2' Hand Clear 24" RYALL PORTER SHERIDAN ARCHITECTS D. P O 2' 6' Fine Brown and Gray Silty Sand, some Clay (SM/SC) 45 WEST 21st STREET I 4th FLOOR a r I Sample # 2@ 2' to 4' Hand Clear 24" 0 N E W YORK , N E W YORK 1 0 0 1 0 Sample # 3@ 4' to 6' 4-6-4-7 24" P (212) 254-1175 I F (212) 254-1755 ® ® ® ® ® ® 3 LU 6' 8' Fine Brown and Light Brost Sand, some 8 O - 12'-0"- PROPOSED DRIVEWAY Clay, some Gravel, some Large Gravel (SC z U) ® Sample # 4 @ 6' to S' 10-13-14-1 24" r ® ® ® ® ® DRAINAGE PIPE(TYP.)AS 8' 22' Brown Sand, Rome Gravel (SW} PROJECT#: 1517 Fine Light ® ® ® ® ® NOTED Sample # 5 @ 8to 10' 16-16-16-18 24" = 6 '+/- PLANTED BERM 1110, ga E a ,�q Sample # 6 @ 15' to 17' -10-15-19 24" ♦5 Q PRECAST CONCRETE DRAWN: RZ �(� M S. R),-,, y�A LEACHING RING As NOTED EXISTING GRADE 2%SLOPE EXISTING GRADE Sample # 7 @ 20 to 2zt 10-10-14-16 24 ! 22' 35' Fine Light Brown and Rust Brown Sand, trace r ® ® ® ® — Gravel (SW) CHECKED: WR r CLEAN SAND& O ® ® ® IIII GRAVEL •� i °:,.�.. ^ �3 �:: .. � �I — Sample # 8 @ 25' to 27' 10-17-22-21 24" Sample # 9 @ 30' to 32' 11-14-14-13 24" DATE: 05.08.2017 35' 52 Fine Light Brown Sand, trace Gravel ® ® I I I Z = sample # 10 @ 3.5' to 37' 8-9-11-10 24" SCALE: AS NOTED Op ry Wk�(O�� — � sample # 11 @ 40' to 42' 3-8-9-$ 24" Sample # 12 @ 45' to 47' 9-11-14-14 24" CLEAN SAND&GRAVEL —IIII IIII IIII VIII IIII II IIII IIII IIII—IIII IIII IIII IIII IIII III IIII IIII IIII Sample # 13 @ 50' to 52' 10-13-25-R rUSAL 18" 3/4"-2"CLEAN, CRUSHED STORMWATER GROUND ANGULAR STONE 2" FINISH GRAVEL END OF BORING: 52'0" WATER MANAGEMENT PLAN 2'-0"MIN. AS NOTED 2-0" GEOTEXTILE MIRAFI 160 WRAIP 4" GRAVEL SUB-BASE Ile ON ALL SIDES OF CRUSHED NOTE: BORINGS PERFORMED BY SLACKE TEST BORING, INC, ON FEBRUARY, 17 ' STONE 2016. GEOTEXTILE WRAP 4 �p'�tL_SECTION @LEACHING POOS DRIVEWAYCOSS SECTION A (FOR TRIBUTARYAREA 3) NO E 1/2 = 1 -0 LEVI HOUSE DD NOT PROCEED WITH APPE� -'d D S NOTED _ F7iAt4!,NG' UNTIL$URVEY D.P.t � �� 29821 MAIN ROAD �}I�1/ft BY ORIENT, NY 11957 ��'✓ BUILDING DEr'ART TAT '`'.L0G21NG INSPEOCTIONS:4 PM FOR THE REVISION DATE r JUNDATION - TWO REi1UIRED PRICING SET 03.25,2016 r0^n POURED CONCRETE . ROUGH - FRAMING & PLUMBING FILING SEI 05,27.2016 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FCR C.O. DRAINAGE lN^�*�nrn�tc -V ALL CONSTRUCTION SHALL MEET THE fort REQUIREMENTS OF THE CODES OF NEW rncii,in,VR P-400 1f YORK STATE. NOT RESPONSIBLE FOR lhctt4e traln^p_aas aew,&ansta+ira to Ccs DESIGN OR CONSTRUCTION ERRORS. t COMPLY WITH ALL CODES O. - NEW YORK STATE &TOWN CO =S AS REQUIRED AND CONDITIONS OF Tmi^n TRUSTEESSWVOLD TOM N.Y.S.DEC F4UIBER CERTIFICATION' OCCUPANCY OR 01-LtAD CONTENT BEFORE _ CERTIFICATE OF OCCUPANCY tS UNL�,��- UL SOLDER USED IN WATER V, '4-i �.. IT CERTIFle' $TE D(JP15LY S.YSTDM CANNOT ' - - c :)ANDY EXCEED 2/10 OF-1% LEAD. �a ALL PLUMBING WASTE WATER LINES NEED ltt-MIG tE.FORE C0.1/.ERINC,`, LEVIN HOUSM ,"FF ' MIATELY,ir 2982 'um M Ap" I N R 0 151� 0ENCLOSE&OL TOLETICODIT•, UPC7N OMPON BEFORE"WATER", s MAY 271 2016 4 PROJECT TEAM PROJECT LOCATION PROJECT INFORMATION DRAWING LIST ARCHITECT: RYALL PORTER SHERIDAN ARCHITECTS ADDRESS: ARCHITECTURAL DRAWINGS 45 West 21 st Street Q 29821 Main Road A000 COVER PAGE&DRAWING L 4th Floor #29821 Orient, NY 11957 New York State ��-• N1You Must Call 8.1.1 New York, NY 10010 A001 GENERAL NOTES, SYMBOLS,ABBREVIATIONS&WALL TYPES PROPOSED CONSTRUCTION: TE Before You dip P(212) 2541175 New Detached Single Family Residence A010 DOOR, WINDOW&002 ARCHITECTURAL IMATER AL SCHEDULES a STRUCTURAL ENGINEER: ROBERT SILMAN ASSOCIATES, D.P.C. 111 Devonshire Street APPLICABLE CODE: Boston, on 02109 2010 Residential Code of NY State A101 LOWER LEVEL FLOOR PLAN P(617) 695-6700 2010 ECCCNYS A102 UPPER LEVEL FLOOR PLAN A103 ROOF PLAN TOWN OF SOUTHOLD A110 LOWER LEVEL REFLECTED CEILING PLAN CIVIL ENGINEER: JOSEPH FISCHETTI, P.E. a ZONING DISTRICT: P.O. Box 616 � 25 A111 UPPER LEVEL REFLECTED CEILING PLAN / R-80 A120 AXONOMETRIC 3D REFERENCE VIEWS Southold, NY 11971 � P(212) 620-7970 < �� HEIGHT: oG 2 1/2 Stories A200 EXTERIOR ELEVATIONS MECHANICAL ENGINEER: BAUKRAFT ENGINEERING PLLC 7- Q� A201 EXTERIOR ELEVATIONS ' �� 2� SUFFOLK COUNTY TAX MAP NO. 7r" ri 306 Lafayette PL U �P 1000-72-01-1-1,5 A300 BUILDING SECTIONS Peekskill, NY 10566 f o a A301 BUILDING SECTIONS LOT AREA: A302 BUILDING SECTIONS $ P(347) 674-428-7 ` 25 5,78 acres SUFFOLK ENVIRONMENTAL CONSULTING INC. a EXPEDITOR: Mq/N 251,933 ft2 A303 BUILDING SECTIONS 2322 Main Street P,O, Box 2003 R ,, ORIENT Bridgehampton NY 11932-2003 ? v A400 WALL SECTION DETAILS & F P(631) 537-5160 BUILDING SQUARE FOOTAGE: A401 WALL SECTION DETAILS I €: 3 Conditioned A402 WALL SECTION DETAILS SURVEYOR: PECONIC SURVEYORS P.C. ; P.O. Box 909 ORSHq Ground Floor: 1,410 ft2 A403 WALL SECTION DETAILS ( _ 1230 Traveler Street RD ST, Upper Floor: 2,650 ft A410 FIREPLACE DRAWINGS Southold, NY 11971 Total: 4,060 ft2 A420 STAIR DRAWINGS P(631) 765 5020 D Unconditioned A430 POOL DRAWINGS �� Screen Porch: 280 ft2 STRUCTURAL DRAWINGS RYALL PORTER SHERIDAN ARCHITECTS Decks/Balcony: 710 ft2 S100 FOUNDATION PLAN 45 WEST 21st STREET I 4th FLOOR ao Exterior Storage: 180 ft2 S101 LOWER LEVEL FRAMING PIAN N E. W YORK , NEW YORK 1 0 0 1 0 0 Total: 1,170 ft2 S102 UPPER LEVEL FRAMING FLAN P (,212) 254-1175 I F (212) 254-1755 S103 ROOF FRAMING PLAN ? S200 GENERAL NOTES AND DESIGN PARAMETERS 5201 TYPICAL DETAILS PROJECT#: 1517 S202 TYPICAL DETAILS .r6Asb q S203 TYPICAL DETAILS S204 TYPICAL DETAILS - DRAWN: wwR � ��ti ' ke✓ S300 FOUNDATION SECTIONS e k CHECKED: WR MECHANICAL DRAWINGS ' _G M101 LOWER LEVEL MECHANICAL PLANS&NOTES DATE: 05.27.2016 j, do pi50�� ORIENT, NY M102 UPPER LEVEL MECHANICAL PLANS&NOTES not to scale �CR M![W �� ELECTRICAL DRAWINGS SCALE: As NOTED E001 ELECTRICAL NOTES, SCHEDULES &DETAILS E101 LOWER LEVEL ELECTRICAL LIGHTING&POWER PLAN ~� E102 UPPER LEVEL ELECTRICAL LIGHTING&POWER PLAN COVER PAGE & PLUMBING DRAWINGS DRAWING LIST P101 LOWER LEVEL PLUMBING PLAN &NOTES P102 UPPER LEVEL PLUMBINGV PLAN 0 0 V ABBREVIATIONS BUILDING ENVELOPE LEGEND (COLOR CODED) TYPICAL WALL TYPE SECTIONS GENERAL NOTES LEVIN AD AREA DRAIN MAX MAXIMUM ————— EXTERIOR WATER-RESISTIVE BARRIER(WRB) INTERIOR 1 , Scope of Work: New wood-frame, two story, single family dwelling and new pool with surrounding fence and gates per HOUSE ADJ ADJACENT MO MASONRY OPENING SOLITEX FRONTA QUATTRO WIND/AIR TIGHT WRB p00 CO e. ARE ABOVE FINISHED FLOOR MECH MECHANICAL (VAPOR OPEN)-TAPE ALL SEAMS W/TESCON ALUM ALUMINUM MEMBR MEMBRANE INVIS TAPE 2. All work shall conform to the requirements of the 2010 Residential Code of New York State, County Fire Department AMPS AMPERES MFR MANUFACTURER regulations, utility company requirements, and the best trade practices, ANOD ANODIZED MIN MINIMUM -------- VAPOR PERMEABLE INTERIOR AIR BARRIER- 5/8"GWB BOTH SIDES W/LEVEL 5 FINISH,TYP.--PROVIDE WATER INTELLO PLUS/DB+MEMBRAN-TAPE ALL SEAMS 29821 MAIN ROAD APPD APPROVED MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD RESISTANT GWB @ WET LOCATIONS NOT A-V AUDIO-VISUAL MTL METAL W/TESCON VANA TAPE RECEIVING TILE 3, Before commencing work, the Contractor shall file all required Certificates of Insurance with the Building Department, BD BOARD MW MILLWORK pay all fees, obtain all required permits, and provide any and all bonds required by governing local agencies in order to do ORIENT, NY 11957 BO BOTTOM OF NIC NOT IN CONTRACT TAPE @ SEAMS&EDGES OF EXTERIOR WRB& 0 2X4 WOOD STUD @ 16"0.C. the work herein described. INTERIOR AIR BARRIER PER MFR SPEC 4. The Contractor shall verify all existingconditions in the field prior to commencing work, and shall report an BOT BOTTOM NO NUMBER SOUND ATTENUATING BATT INSUL � p g p y REVISION DATE BSMT BASEMENT NOM NOMINAL discrepancies between drawings and field conditions to the Architect, CIP CAST IN PLACE OC ON CENTER MEMBRANE ROOFING CJ CONTROL JOINT OH OPPOSITE HAND EPDM SYNTHETIC RUBBER MEMBRANE 5. Minor details not usuallyShown or specified, but necessary for proper construction of an PRICING SET CL CENTER LINE OPG OPENING p ry p p y part of the work shall be 03,25.2016 CLG CEILING OZ OUNCE FILING included as if they were indicated in the drawings. FILING SET 05.27,2016 CLR CLEAR PERP PERPENDICULAR 6, The Contractor shall coordinate all work procedures with requirements of local authorities. CMU CONCRETE MASONRY UNIT PL PLATE TYP.INTERIOR DRYWALL PARTITION COL COLUMN PLAM PLASTIC LAMINATE NOTE:ALL INTERIOR PARTITIONS TO BE TYPE'1'U.O.N. 7, The Contractor shall be responsible for the protection Of all Conditions and materials within the proposed Construction CONC CONCRETE PLUMB PLUMBING LEGEND: GRAPHIC SYMBOLS area. The Contractor shall design and install adequate shoring and bracing for all structural or removal tasks. The CONT CONTINUOUS PLYD PLYWOOD SAME AS TYPE'1'W/2X6 STUDS @ PLUMBING WALLS&AS NOTED Contractor shall have sole responsibility for any damage or injuries caused by or during the execution of the work. CPT CARPET PT PRESSURE TREATED CT CERAMIC TILE PNT PAINT 8. The Contractor shall lay out his own work, and shall provide all dimensions required for other trades (plumbing, DBL DOUBLE PTD PAINTED electrical, etc.). DEMO DEMOLISH OR DEMOLITION PVC POLYVINYL CHLORIDE O WALL TYPE NUMBER DIA DIAMETER RAG RETURN AIR GRILLE — VARIES 9, Plumbing and electrical work shall be performed by persons licensed In their trades, who shall arrange for and obtain DIM(S) DIMENSIONS) RBR RUBBER inspections and required sign-offs. DN DOWN RCP REFLECTED CEILING PLAN 301 DOOR NUMBER 5/8"WATER RESISTANT CEMENT BACKING DR DOOR RD ROOF DRAIN BO BOARD 10, The Contractor shall do all cutting, patching, repairing as required to perform all of the work indicated on the drawings, DWG DETAIL READ REQUIRED and all other work that may be required to complete the ob. g � DWG DRAWING RM ROOM 304 TILE ON THINSET,THICKNESS VARIES y q p 1 EA EACH SCLU STRUCTURAL CEILING LEVEL(UNDERSIDE) A WINDOW NUMBER 11. The contractor shall be responsible for coordinating all roof and floor penetrations, patching, repairing and flashing as EJ EXPANSION JOINT SED SEE ELECTRICAL DRAWINGS : ; 2x4 wooD STUD @ is°O.C. p g p p g, p g g required. EL ELEVATION SFLT STRUCTURAL FLOOR LEVEL(TOPSIDE) Mw_# MILLWORK NUMBER SOUND ATTENUATING BATT INSUL 12. All exits shall be kept readily accessible&unobstructed at all times during construction. ELEC ELECTRICAL SIM SIMILAR �-1 < , ELEV ELEVATOR OR ELEVATION SMD SEE MECHANICAL DRAWINGS EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) SPEC SPECIFIED OR SPECIFICATION EQ EQUAL SPK SPRINKLER F # FINISH NUMBER 4 3/4" VARIES 13. The contractor shall adequately brace, shore, and support the structure during the entire construction period, EXIST EXISTING SSD SEE STRUCTURAL DRAWINGS EXT EXTERIOR SSTL STAINLESS STEEL ED FLOOR DRAIN STC SOUND TRANSMISSION COEFFICIENT APPLIANCE NUMBERA# � TYP.INTERIOR PARTITION W/TILE @WET LOCATIONS FEC FIRE EXTINGUISHER CABINET STL STEEL FIXT FIXTURE STRUCT STRUCTURE OR STRUCTURAL REVISION NUMBER FGR FLOOR T&G TONGUE AND GROOVE ME AS TYPE'2'W/2X6 STUDS @ PLUMBING WALLS&AS NOTED FO FACE OF TELE TELEPHONE GA GAUGE TLT TOILET ROOM GALV GALVANIZED TO TOP OF G00 ROOM NUMBER GWB GYPSUM WALL BOARD TOC TOP OF CONCRETE He HOLLOW CORE Wos TOP of STEEL EXTERIOR HI HIGH TPD TOILET PAPER DISPENSER INSPECTIONS & TESTING�— WALL TYPE MARKER HM HOLLOW METAL T/D TELEPHONE/DATA �/ HP HIGH POINT TYP TYPICAL HR HOUR UNO UNLESS NOTED OTHERWISE 5/8"GWB w!LEVEL 5 FINISH }' HT HEIGHT U/S UNDERSIDE i 3/4"PLYWD SHEATING DRAWING REFERENCE NUMBER (SUBSTITUE CEMENT �� x X. 1 . The Contractor Shall arrange for all Controlled inpsections&tests as required by the local Building Department. HVAC HEATING, VENTILATING, AND AIR CONDITIONING V VOLT A10o BACKING BOARD @ WET ' VERTICAL FURRING IRGWB IMPACT RESISTANT GYPSUM WALL BOARD VAV VARIABLE AIR VOLUME LOCATIONS) n Xu � x BUILDING WRAP ILO IN LIEU OF VIF VERIFY IN FIELD "�, ,,�� 1 V2"SERVICE CAVITY 'x HORIZ.FURRING AS REOD FURRING STRIPS HORIZ.WD SIDING VA INSUL INSULATED OR INSULATION W/ WITH 2 EXTERIOR ELEVATION MARKER ' INT INTERIOR WD WOOD � JT JOINT WP WATERPROOF A201 A RRB RRIER PERMEABLE BLOWN CELLULOSE INSUL PROTECTION O F OPENINGS LBS POUNDS WRB WATER-RESISTIVE BARRIER LO LOW 2x6 WD STUD J SECTION CUT MARKER 2x4WD STUD 4"GAP A302 V-1"=R43.2 the proposed house is destKed as a partially enclosed building in -- accordance with ASCE 1'-61/8" _ 7. FLOOR ELEVATION ELEVATION INDICATOR ��TYPICAL EXTERIOR WALL REFER TO ELVEATIONS FOR CLADDING TYPE/ORIENTATION Ci 04 A411 01 INTERIOR ELEVATION MARKER SMOKE & CARBON MONOXIDE DETECTING DEVICES �7 5/8"GWB W/LEVEL 5 FINISH ` `X 3/4"PLYWD SHEATING (SUBSTITUE CEMENT V X VERTICAL FURRING LOCATIONS) BOARD @ WET ,� x, 1, Smoke&Carbon Monoxide detecting devices shall be provided according to Section 313 of the Residential Code of LOCATIONS) v h.,. BUILDING WRAP New York State. 1 112"SERVICE CAVITY W! h '� 2X6 FURRING FURRING STRIPS , / HORIZ.FURRING AS REOD 2. Smoke detecting devices Shall receive their primary power from building wiring, There Shall be n0 Switches In the VAPOR PERMEABLE ^. �+ p p p pp AIR BARRIER ' HORIZ.WD SIDING circuit Other than the overcurrent device protecting the branch circuit, PLUMBING RISER Dll-AGR/-�IVI BLOWN CELLtULOSEINSUL ��y CONCEALED3"LEADER 3. All smoke detecting devices shall be accepted pursuant to rules and regulations promulgated by the comissioner, x X 2X6 WD STUD 2X4 WD STUD ; 4"GAP approved by the Board of Standards and Appeals or listed by a nationally recognized independent laboratory. No device shall be deemed to be in compliance with this provision unless it is of either the ionization or photo-electric type. 51/2" - V-3 7/8" _ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA EXTERIOR WALL @GUTTER-REFER TO ELEVATIONS FOR CLADDING TYPE/ORIENTATION GROUND BASE WIND SEISMIC SUBJECT TO DAMAGE FROM FLOOD l SNOW SPEED DESIGN HAZARD WEATHERING FROST LINE TERMITE DECAY LAV LAV 1 LAV 1 LAv SINK LOAD (PSF) (MPH) CATEGORY DEPTH (FEMA) I � WC wC we 20 120 B SEVERE MD TO HVY SL TO MD X TUB F;WR TUB DW 5/8"GWB W/LEVEL 5 FINISH Y 3/4"PLYWD SHEATING EATING (SUBSTITUE CEMENT X`. (PER R301,2(1) OF 2010 NYS RESIDENTIAL CODE) UPPER LEVEL+39'-0" f BACKING BOARD @ WET -'Y'X VERT.114"VERTICAL FURRING LOCATIONS) AS,REQ. A.A.V. 1 1/2" 1 1/2" 3" 1 1/2" 3" A V 1 1/2" 3" A.A.V. 2" 3" BUILDING WRAP 1 1/2" 1 1/2" 1 1/2" � 1 1/2 SERVIC ECAVITY , 1 1, FURRING STRIPS ` x x' CEMENT BOARD SIDING 3" 3' 3' 3' 3" 1 3" 3' 3' 3" 3" � I 3" AIRVAPOR RRI RR!EABLE BLOWN CELLULOSE INSUL C.O. l � '� <'x 2X6 WD STUD - -/ -- -- — -/ - -/ 2X4 WD STUD " I it 4"GAP MASTER BATH-20 WC#3-18 WC#4-16 KITCHEN-12 V-1"=_R42 V-6 1/8" RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 \2 EXTERIOR WALL W!CEMENT BOARD SIDING-REFER TO ELVEATIONS FOR TYPE/ORIENTATION P (212) 254-1175 I F (212) 254-1755 LAV LAV l 1 3" PROJECT#: 1517 SINK 5/8"GWB W/LEVEL 5 FINISH CON,RETAINING WALL {(WQ qq WC WC (SUBSTITUE CEMENT ✓ DRAVNN: RZ NO 16 SHWR SiWSHR BACKING BOARD @ WET h � DAMPPROOFING W/CONT. �` � L LOCATIONS) w DRAINBOARD COVER ✓ LOWER LEVEL+29'-0" < P > CHECKED: WR 1 1/2"SERVICE CAVITY �, , FURRING STRIPS ,t A.A.V. 1 1/2" 1 1/2,. 3.. 1 1/2" 1 1/2" 3.. A.A. 1 1/2" 1 1/2" < C� VAPOR PERMIEABLE AIR BARRIER DATE:: 05.27.2016 �A 3" 3" 3" I 3" " 5"RIGID INSULATION < 9�e, 0150�'O0 C.O. \— — -� �- SCALE: AS NOTED OR WC#2-07 WC#1 -05 LAUNDRY-08 - 1'-7 C.O. C.O. l� SGENERAL NOTES, O SEPTIC SYSTEME3 EXTERIOR INSULTED RETAINING WALL @LOWER LEVEL&BASEMENT SYMBOLS, ABBREVIATIONS (SESU VEY FOR \ - J & WALL TYPES SIZING & LOCATION) H.T. \ LEVIN HOUSE 13 29821 MAIN ROAD I • ..,.. •... . r • . . •• , • . •• • . • •. •..� , • :� • \ • \ , , � � � ', � ORIENT NY 11957 1 24 24 26 28 0 , , I , , 30 32 1 34 36 38 40 1 '40',�`.��" 30 I , 20 10 4' , REVISION DATE ♦ f / , / ' / SIDE YARD SETBACK ' I � , `� �\ , , , , , , ,� �',�',�' -------------------- —'— I ,, PRICING SET I 03 25 2016 / 05.27,2016 -------- --- -- — -- -- —' — — — -- -- — I — — -- — ` ` ', �\ i j � ;� % ''' ', ,�' ,' r FILING SET , i1 � •. ♦ ° \ ----�'1\ ,` 1``\ ♦♦ ♦ i\`` /!, /I/I /l � r, ,/ r, 1, r, /r i' I, 1, II � 1' � /, II , , , II \,`♦ . \ , `I 1 ♦♦ ``' 1,' I I ' � � I l l I l f I I I � I I 1 18 W W — 3 15 i SITE PLAN KEYNOTES \ \ p:•:�"` _` I 1 ,. ,, 1 � � I r I l � 1 1 I / �, .. E E—c— E E E E E—�\ E E E �� 7y-\�Ef ��. �/' ` I ` I ILL 1 1 ' ' ' i 1, PROPERTY LINE 4ta �' 2. EXISTING COUNTOUR LINE OI, 1 I 1 1 / / l l l / , r i r' r rZ ___ ° I 'o�: r II I I i i l 1 I 3, PROPOSED COUNTOUR LINE '-- - I ,L 1 i i i 11 1 i fl r / " " i m 4, OUTLINE OF PROPOSED B r U LDING GROUND ' � 1 1 l e i I 1 FLOOR 21 p / I L z o *Q I ( 1 I i 1 / 5. OUTLINE OF SECOND FLOOR ABOVE ` ` '-' ♦ \ , rrJ''_O„ rr I p �♦\ `♦ ♦ � f I � 1 1 I I I I , ' � 1 I � ' I Z 3 � ° .... yr o14 v 6, GRAVEL DRIVEWAY Off( 7. PROPOSED UNDEGROUD ELECTRICAL SERVICE O" 11 \ ! / Q / m 8, EXISTING STEPS G \ 1 (D r m &LANDINGS 20 1 9, PROPOSED WATER SUPPLY FROM WELL 23 1 `, 0 ." 16 `, I `, \ �. \\ l % 1 �' i 10. PROPOSED SEPTIC SYSTEM , 12 `, � / 1 I , , / , , / ' 1 r 28 ; , . GROUND FLOOR \ ` ' , I �' i i / 1 1 11 . NEW SANITARY LINE FFE=29'-0"ASL 12, PROPOSED SWIMMING POOL- 8'-0" DEEP, W/ HEATER, FILTER&AUTOMATIC COVER 133. LINE OF 150'-0" FROM EXISTING WATER WELL r i I 14. LANDSCAPE WALL ' '--> I I 15. NEW DRYWELL r / .. , , � \ 15, AREA OF PROP �� 1 ' `t / ,, \ \ \\ �♦) , � ' I ' � I ' , � � , ` r PROPOSED WOOD DECK ON 12 3 , 15 I I � `, ' � ` \ 1` I ' I , I I I I I 1 , I \/ ' \ �\ I 1 I I ' 1 DIA, 27 ; i 2 CONCRETE FOOTINGS 17. LEECHING POOL 22 ,/ '�__% ,' I / \ `� I ; i I ; + 18, EXISTING WELL ---------------------------I— --- -------- —'-------, , -------- � ' ` . 19, EXISTING SEPTIC SYSTEM SIDE YARD SETBACK ' 201, SLAB ON GRADE&WOOD SHED FOR POOL 26 1 28 30 32 34 I \36. --38 ' `36 34 I ( 32 301, , 20 1 I 1 10 I I 4 ' ♦ , , 1 I I 1 , I I I I I / ' I � � ; ; / EQUIPMENT LO 21. START OF NEW GRAVEL DRIVEWAY, SEE ♦ ------------------------------ r I STORMWATER MANAGEMENT PLAN 22, EXISTING ELECTRIC METER I i • • ter• • • ,• .� • • • • �• .- . • • ��• • • •, • .• �• • • � • • • �•• • • • • • • — • i I ' ' 23. CONSTRUCTION FENCE 24, SILT FENCE / 1 25. AUTOMATIC POOL COVER WITH WOOD DECK ABOVE 26. NEW UTILITY TRENCH 27., EXISTING TRANSFORMER N 28. POOL FENCE W/SELF-CLOSING, 2 PROPOSED PARTIAL SITE PLAN SELF-LATCHING GATE 1 = 100'-0" i � a 2 18 I _ - -00 I i a / 1796'-6" � -- - -- - - - - - �- -� -� - - --�� NOTE: Y REFER TO PROPOSED SURVEY BY PECONIC a r ` SURVEYORS& APPROVED BY SUFFOLK COUNTY RYALL PORTER SHERIDAN ARCHITECTS - HEALTH DEPARTMENT. 45 WEST 21st STREET I 4th FLOOR o -- ---_..—- - - I I� - ------------ ----i— ------ ; '�'•—._ r \�, � / ,+ NEW YORK , NEW YORK 10010 50' ACCESS R.O.W. y 11 P (212) 254-1175 1 F (212) 254-1755 •—• • •—• • • - • . ••�I�-• � I , ', ' , � I b � M`, `, \ r, �'j,ir ru,la rn urn'' � I ,-' r i i .�♦\ , , ♦`.1♦ 'F/y,rrrrrrn'rrnru / 18 14 DCISTING GRAVEL ROAD ( w� I; ' I I / o I '; w _ , ,� ,> ; ► ;,r ,- r ZONING AND BULK LIMITATIONS f PROJECT#: TOWN OF SOUTHOLD 1517 ZONING DISTRICT sc `*�L�ttD qA 1 , R-80 DRAWN: WWR RZ t'a �r •RYq� y/A Q• I ' i ,' � I �1 ♦ , , V �I I I I/l I 1 IQ �% C_ >_, - I `♦ `yl i; l'I'll l I I LOT AREA 5.78 Acres CHECKED: WR 251,933 Sq, ft. J --—t-- -.�-is—• I,,'�,I„�,.F..-,--J MINIMUM SETBACKS *A ti • 46—•��• •—•' • •rtttl�•ref•—•� •—•—• II —•—r. •,--_ �II II i I DATE: 05.27.2016 •... .. �Q X � Building 7�C ° 0150 ��. `zy / Front: 60 ft Op qo -S 1 � y—� I Side: 20 ft (45 ft combined) SCALE: AS NOTED \ Rear: 75 ft BLUFF SETBACK 100ft BUILDING HEIGHT ARCHITECTURAL Maximum Allowable: SITE PLAN 35 ft ---------------------_ �: -- N 2 '/2 Stories PR? )SEDPSITE PLAN LOT COVERAGE 20%Allowable 1"= -0" 2* 251,933 sq. ft. =50,386 sq. ft, 4,849 sq. ft. Proposed A 002 4,849 sq.ft,/251,933 sq,ft. = 1.9% WINDOW & EXTERIOR DOOR SCHEDULE FINISH MATERIAL LEGEND LEVIN NO. LOCATION WINDOW/DOOR TYPE WINDOW/DOOR UNIT ROUGH OPENING SILL HGT QTY SCREEN GLASS/ SAFETY NOTES Tag Material Description Finish HOUSE TYPE UNIT # WIDTH HEIGHT AREA SF WIDTH HEIGHT 01 01 - ENTRY 2 UNITASSEMBLY 6' 4" 8' 6" WD-1 Wood Flooring 1 1/2" thick, wide plank douglas wood flooring by Dinesen TBD GLASS DOOR (INSWING) (i) 4' 6" 8' 6" 38.3 0' 0" 1 J Tempered inner panes WD-2 Wood Decking 6" wide, exterior cedar decking TBD FIXED (ii) 2' 4" 8' 6" 19.8 0' 0" 1 Tempered inner panes V1/p-3 Cedar Siding 6" wide, stained cedar siding 29821 MAIN ROAD 02 04 - BEDROOM 1 SLIDING DOOR - - - 9' 6" 8' 6" - ✓ g g Stain TBD ORIENT, NY 11957 PANEL 1 (1) 4' 9" 8' 6" 40.4 0' 0" 1 Tempered inner panes WD-4 Mahogany Framing 2x solidMahogany framing & exterior trim Sealant TBD PANEL 2 (ll) 4' 9" 8' 6" 40.4 0' 0" 1 Tempered inner panes REVISION DATE 03 05 - WC 1 TILT+TURN - 11811 3' 0" 5.0 1' 8" 3' 0" 4' 0" 1 J Tempered inner panes D(C Exposed Concrete Weather Sealed 04 07 - WC 2 TILT+TURN - 1' 8" 3' 0" 5.0 3' 7" 8' 9" 4' 0" 1 ✓ Tempered inner panes CB-1 Concrete Board 5/16" thick, exterior fiber cement board siding by Cement Board F PRICING SET 03.25.2016 05 06 - BEDROOM 2 SLIDING DOOR - - - 9' 6" 8' 6" - ✓ abricators, Inc,, Silbonit Series TBD FILING SET 05.27.2016 PANEL 1 (i) 4' 9" 8' 6" 40.4 0' 0" 1 Tempered inner panes CMU Sandblasted CMU Smithstone Concrete Masonry Unit by Smithtown Concrete; TBD PANEL 2 (ii) 4' 9" 8' 6" 40.4 0' 0" 1 Tempered inner panes Earthtone Color Series in sandblasted finish 06 06 - BEDROOM 2 TILT+TURN - 4' 0" 4' 0" 16.0 4' 0" 4' 0" 3' 0" 1 J Tempered inner panes MT-1 Metal Screen Stainless Steel insect screen by Darby & Son; T-316 Series; 07 OB - LAUNDRY TILT+TURN - 2' 0" 4' 0" 8.0 2' 0" 4' 0" 3' 0" 1 J Tempered inner panes 08 01 - ENTRY FIXED - 5' 0" 10' 6" 52.5 5' 0" 10' 6" 0' 0" 1 Tempered inner panes Marine Grade 09 01 - ENTRY 2 UNITASSEMBLY - - - 15' 0" 10' 6" - GWB Gypsum Wall Board 5/8" Gypsum Wall Board, Level 5 Finish, Painted Painted FIXED 7' 6" 10' 6" 78.8 0' 0" 2 Tempered Inner Panes GL-1 Glass Partition 3/4" thick, tempered safety, low iron, clear glass by Bendheim 10 11 - LIVING RM 2 UNITASSEMBLY 5' 0" 8' 6" or approved equal w/polished edge TILT+TURN (i) 5' 0" 5' 6" 27.5 3' 0" 1 Tempered Inner Panes FIXED (ii) 5' 0" 3' 0" 15.0 0' 0" 1 Tempered Inner Panes ST-1 Stone Flooring - 11 11 - LIVING RM 2 UNITASSEMBLY - - - 12' 6" 3' 0" ST-2 Stone Hearth 1 1/2" thick natural cleft black slate TgD FLOORPLAN KEYNOTES FIXED (i) 6' 3" 3' 0" 18,8 0' 0" 2 Tempered Inner Panes 12 10 -STUDY 9' 0" 3' 0" ST-3 Stone Slab (Counters) FIXED (i) 3' 0" 3' 0" 9.0 0' 0" 1 Tempered Inner Panes TILT+TURN (ii) 6' 0" 3' 0" 18.0 0' 0" 1 J WB-1 Wood Baseboard 2 1/2" Paint-grade wood Tempered Inner Panes - 13 10 - STUDY FIXED - 6' 0" 4' 0" 24.0 6' 0" 4' 0" 3' 0" 1 Tempered Inner Panes 14 10 - STUDY SLIDING WINDOW - - - 10' 10" 4' 0" - ✓ CT 1 Ceramic Tile - PANEL 1 (I) 5' 5" 4' 0" 21 .7 3' 0" 1 Tempered Inner Panes CT-2 Ceramic Tile - PANEL 2 (II) 5' 5" 4' 0" 21 .7 3' 0" 1 Tempered Inner Panes CT-3 Ceramic Tile - 15 11 - LIVING RM FIXED - 4' 10" 12' 0" 58,0 4' 10" 12' 0" 0' 0" 1 Tempered Inner Panes Top mullion angled to match CT-4 Ceramic Tile - picth of roof GR-1 Grout Laticrete Permacolor Grout or approved equal TgD 16 11 - LIVING RM 4 UNITASSEMBLY - - - 15' 0" 12' 0" J 3 Fixed over 3 Sliding Doors FIXED (i) 7' 6" 4' 0" 30,0 8' 0" 2 SLIDING DOOR (ii) 7' 6" 8' 0" 60.0 0' 0" 2 Tempered Inner Panes PT 1 Paint Benjamin Moore or approved EQ; Color TBD See Note #1 17 12 - KITCHEN 2 UNITASSEMBLY 5' 5" 12' 0" J 1 Fixed over 1 Pocketed in wall for paint SLIDING POCKET DOOR (i) 5' 6" 8' 0" 44.0 0' 0" 1 Tempered Inner Panes sheens FIXED (ii) 5' 6" 4' 0" 22.0 8' 0" 1 Tempered Inner Panes 18 12 - KITCHEN 4 UNITASSEMBLY - - - 12' 4" 8' 8" 2 Fixed over 2 sliding windows FIXED (i) 6' 2" 4' 0" 24.7 7' 8" 2 Tempered Inner Panes SLIDING PANEL (ii) 6' 2" 4' 8" 28.8 3' 0" 2 J Tempered Inner Panes 19 13 - DINING ROOM 4 UNITASSEMBLY - - - 12' 0" 12' 0" - 2 Sliding over 2 Fixed NOTES: FIXED (i) 6' 0" 3' 4" 20.0 0' 0" 2 Tempered Inner Panes SLIDING DOOR (ii) 6' 0" 8' 8" 52.0 3' 4" 2 ✓ Tempered Inner Panes 1 . Paint Sheen: 20 13 - DINING ROOM FIXED - 6' 6" 12' 0" 78.0 6' 6" 12' 0" 0' 0" 1 Tempered Inner Panes Top mullion angled to match For PT-1, Paint Finish to be as follows; pitch of roof 21 13 - DINING ROOM SLIDING POCKET DOOR - 3' 6" 8' 6" 29.8 3' 0" 8' 6" 0' 0" 1 Tempered Inner Panes Pocketed in wall - Ceiling: Matte - Walls: Washable Matte 22 13 - DINING ROOM 6 UNITASSEMBLY - - - 12' 0" 8' 6" 3 Tilt+Turn over 3 Fixed - Trim: Semi-gloss FIXED (i) 4' 0" 3' 4" 13.3 0' 0" 3 Tempered Inner Panes - Millwork: Semi-gloss TILT+TURN (ii) 4' 0" 5' 2" 20.7 3' 4" 3 Tempered Inner Panes 24 17 - BEDROOM 3 2 UNITASSEMBLY - 5' 6" 8' 0" 2, Tile & Grout; TILT+TURN (i) 5' 6" 5' 9" 31 .6 2' 3" 1 ✓ Tempered Inner Panes For each tile & grout color, provide a 12"x12" mock-up at location agreed upon w/architect, Upon approval, mock-up can be FIXED (ii) 5' 6" 2' 3" 12.4 0' 0" 1 J Tempered Inner Panes incorporated into the work. Maintain 1/8" max, grout joint or as indicated by manufacturer. 25 18 - WC 3 TILT+TURN - 4' 0" 4' 0" 16.0 4' 0" 4' 0" 3' 0" 1 ✓ Tempered Inner Panes 26 20 - MASTER BATH AWNING - 6' 0" 4' 0" 24.0 6' 0" 4' 0" 3' 0" 1 ✓ Tempered Inner Panes 27 19 - MASTER BEDRM FRENCH DOOR (IN-SWING) - 4' 0" 9' 0" 36.0 4' 0" 9' 0" 0' 0" 1 Tempered Inner Panes 3. Samples & Mock-Ups; 28 19 - MASTER BEDRM SLIDING POCKET DOOR - 6' 6" 9' 0" 58.5 6' 6" 9' 0" 0' 0" 1 ✓ Tempered Inner Panes Pocketed in wall Provide samples of all finish materials for architect approval prior to purchase. 29 19 - MASTER BEDRM SLIDING POCKET DOOR - 6' 6" 9' 0" 58.5 6' 6" 9' 0" 0' 0" 1 ✓ Tempered Inner Panes Pocketed in wall 30 19 - MASTER BEDRM FIXED - 4' 6" 9' 0" 40.5 4' 6" 9' 0" 0' 0" 1 Tempered Inner Panes INTERIOR DOOR SCHEDULE GENERAL NOTES:1Tag Type Material Finish Wdith Heigh Frame Hardw. Set Notes ...,,, C1 . its tr pple pane w/ laminated/mpact resistant exterior pane a ° D01 A Sc Ptd, 3'-0" T-0" TBD TBD ? j � D02 D SC Ptd, 4'-0" T-0" TBD TBD Exterior door; Custom built-door to match s , r a ,n. a exterior wood siding i L D04A A Sc Ptd, 3-0" T-0" TBD TBD - Fl . D04B B Sc Ptd, 3'-0" T-0" TBD TBD D06A A SC Ptd. 3'-0" T-0" TBD TBD - D06B B SC Ptd. 3'-0" T-0" TBD TBD - D08 A Sc Ptd, 3'-0" T-0" TBD TBD - RYALL PORTER SHERIDAN ARCHITECTS D09 A SC Ptd, 3-0" T-0" TBD TBD - 45 WEST 21st STREET I 4th FLOOR D10 B SC Ptd, 3'-0" 7'-0" TBD TBD - NEW YORK , NEW YORK 10010P (212) 254-1175 I F (212) 254-1755 D14 B Sc Ptd. 3'-0" T-0" TBD TBD - D16 B Sc Ptd. 3-0" T-0" TBD TBD - D17A A SC Ptd. 3'-0" T-0" TBD TBD - PROJECT#: 1517 ``�ga�co qpc D17B B SC Ptd, 3'-0" 7'-0" TBD TBD - DRAWN: RZ D19A C SC Ptd, 3'-0" T-0" TBD TBD - 44t* D19B B SC Ptd. 3-0" T-0" TBD TBD - CHECKED: WR D21 E Screen - 3'-0" T-0" TBD TBD Exterior door; Custom wood frame, screen DATE: 05.27.2016 O to Match MT-1 �0. 01501% �. 0 SCALE: AS NOTED op hRW NOTES: 1 . Door Types: 2. GC shall submit door order to the architect for final review prior to DOOR, WINDOW & - A: Flush, Hinged Door; Hardware by Xinnix or EQ. ordering doors. MATERIAL SCHEDULES - B: Pocket Door; Pocket door hardware by Xinnix or EQ. - C: Flush, Hinged Door; Ceiling High; Hardware by Xinnix or 3. GC to verify all dimensions, EQ. - D: Exterior Hinged Door at Storage Shed 4. All interior doors to be 1 3/4" solid core wood doors, U.O.N. lk - E: Screen Door 1 2 1 1 3 2 1 LEVIN A302 A301 A301 A200 A300 A300 A300 HOUSE A302 29821 MAIN ROAD ORIENT, NY 11957 ( _ 5'-11 1/4" — — — — — — —52' S ILI REVISION DATE OD l 13'37/8„ L-M __ _ _ _ _ =1 = = — — _ j— PRICING SET 03.25.2016 _ = = FILING SET 05,27.2016 4'.0„ ` / HALLWAY o 7t-- E 73',4„ 6-6" --- --- 16' 0" -- --3A303 ( 0607 _> 4"LAUNDRY I I- - 04A 1 - -- - 06B`0 / N E3— 2C'D � 0 FLOORPLAN KEYNOTES MW-06 N 4 2' 8" -- ------ -- --.-BEDROOM 1 WC 1 WC2 BEDROOM 2 I. EXPOSED CONCRETE RETAINING WALL 72 3 04 05 07 06 2, CONCRETE RETAINING WALL CLAD W/6"X 6" = - - - - 1 FT 1 -- E1B WOOD LANDSCAPE TIES UTILIT -- _ WD 1 - I 3. EXPOSED CONCRETE PIER, SSD ❑ 04B I09 Mw os _ I GL-1 4. STEPPED 6"x 6"WOOD LANDSCAPE TIE DO - ----- -- --------- - RETAINING WALL ANCHORED TO GROUND W/ STEEL TIES E1 1 5. STEEL GARDEN EDGING 03 b 04 I 6, GRAVEL DRIVEWAY : 05 E1 1 ' N 7. IN-GROUND STONE PAVER ON SAND BED /� ,` � / \_" � --- -_ ------ ------ --- ------ ------ ----J 8, IN-GROUND WOOD DECK ON SLEEPERS, SET IN Mw oz ------ GRAVEL BED / I \ / -; E1 4 9. BUILT-IN SHELVING �y / I I I / \ � --�--- 10'-0" 11'-6" 91.61 3. 0.. 10. STL. ST. BRAIDED CABLE GUARDRAIL ON 1 1/2"x 34' 0" 1 1/2" MARINE GRADE, SANDBLASTED ALUM. POST;W/2"x 2"WD CAP W/EASED EDGES; 1/4" RADIUS / I I 11, SOLID GUARDRAIL TO MATCH WD-3 SIDING I j 12, 1 1/2"THICK TREAD; SPECIES&FINISH TO 11 13 I _____- MATCH WD-2 EXTERIOR DECKING Mw o1 ENTRY 13, WOOD SIDING AT EXTERIOR STORAGE SHED TO co 12 1 N MATCH WD-3 FINISH AND SPACING I 14, DOOR AT STORAGE SHED CLAD TO MATCH > I I STORAGE WD-1 ' 10 1 , I I WD-3 o� I I 02 - ---- --- 10 - - 15. OUTDOOR SHOWER I I WD-2 -- 2 8 I --------- — 1 16. ACCESS HATCH TO CRAWL SPACE; INSTALL FLUSH W/FLOOR LEVEL UP 19R A303 I I E1 --{29' ��`��0'�'- ---- 17. CONCRETE PAD FOR MECH, EQUIPMENT; SEE Q 6"EA. 14 I I — -- tJh18 t� 14k I - ta 1 1 9 E1 MECHANICALS -- II � I 1 I 10'-0" T-10" A303 I I I -`_t 1 01 I-I{L --E l- /- DN4R DECK- - - H 1�---\- - / � 7 <o ST 1 `o I I I @ 6' 1-i ST 1 - I O 1 F A201 CD CARPORT R`1(ALL PORTER SHERIDAN ARCHITECTS �I I FF ELEV, 4 _2 0' 45 WEST 21st STREET I 4th FLOOR 1 I I b NEW YORK , NEW YORK 10010 •' 1 . I I I I o P (212) 254-1175 1 F (212) 254-1755 I I• , . . ' , :6 � • I .I PROJECT#: 1517 N I S it i II II DRAWN: RZ II II • .f I, {, •. , 1 I CHIECKED: WR r k . ,ts M . . . .I I { I . I ; DATE: 05.27.2016 9�, h. O1SOR� Olt ntW joQ SCALE: AS NOTED l: C-'-=-- --- ---- - -------- 1 . I 25'-0 A302 I " I. I LOWER LEVEL I. . i FLOOR PLAN I > c ---------- --- -- o I 3 I NOTE: ------ ----------� SEE SHEET A001 FOR EXTERIOR WALL TYPES& V�i I 211/1 --------------------------------------- ' A010 FOR MATERIAL SCHEDULE m 0 Al 1 LOWER LEVEL FLOOR PLAN 2 N 114 =1 0 A200 1 2 1 1 3 2 1 LEVIN A302 A301 A301 A200 A300 A 0 A300 HOUSE 17'-11 1/2" 6 6 �r 2 A302 16'-0,, r'� 2'-011 (f DN 4 R N r 13' 0" _ 29821 MAIN ROAD 19 3'-0„ 16 @ 6"EA. A 11 ORIENT, NY 11957 i I y I I I I I I I I I t"i I Uy r�i I +_-- I 12 165.00° 18 m 17 16 REVISION DATE 20 PRICING SET 03.25.2016 - - - - - - - - - - - - ------ FILING SET 05.27.2016 - - - - -- DECK - - -- - - -, 5 ® ® I i FE MW-11 +1 I A303 /SCREENED PORC ST 2 j j 15 14 ; 12 I ! I INI M i I 13 F+ 0 2 MW 12 w o 7 O _ I 13 21 WD 1 0 0 2 1! A201 FLOORPLAN KEYNOTES KITCHEN 1 I LIVING RM Mw-is STUDY o � i � � 1, MASONRY FIREPLACE, SEE FIREPLACE 10 j 12 2 11 Fl-0-1Mw-2o DRAWINGS 9 21 w F WD 1 0 2. STEEL-LINED WOOD STORAGE IF WD1 E1A 3, WOOD BENCH N C O STEEL STEEL o + L SUPPORT o E a' Q" FINS . _ 1 - - � I 2' 0" I 0 / 6' 0" 3' 4" 17' 8' II 9'-0" I � 10 � @ 6' EA, o II j14' 6" 4. OUTLINE OF LOWER LEVEL BELOW HIM - 1 111 ! I' 5. DECKING ON SLEEPERS OVER EPDM SYNTHETIC 14 D 6 8 R�A,. Mw-18 RUBBER ROOFING, PITCH TO DRAIN 8 6. SKYLIGHTABOVE _ ro ------------------------------------- __ _ __ 1 MW 14 0 �.--------------------' -______------_-_ ---______ _______ ____� 7. SOLID MAHOGANY PORCH FRAMING, TYP.AT E7 PAt�14 R OD AND SCREEN 73 8 8, WOOD FRAMENSC SCREEN @ WINDOW; \ 1 11 12 E1 SEE EXTERIOR ELEVATIONS o 1 /X\ cr 6-6" Eo 22'-6" 5' 0" '9, SCREEN DOOR @ PORCH 34'-0" MW 10. SCREENED PORCH ENCLOSURE; MT-1 INSECT -- -15 0 0 — SCREEN ON 2"x MAHOGANY FRAMING W/1" THICK FACING CAP TO SECURE SCREEN MW-1711, BUILT-UP WOOD STAIR o I Mw-21 I cn 12. STL ST, BRAIDED CABLE GUARDRAIL ON 1 1/2"x 13 I C 4\ II 1 1/2" MARINE GRADE, SANDBLASTED ALUM, 6 I I;I 16 Ii 12 POST;W/2"x 2"WD CAP W/EASED EDGES; 1/4" 14 I 16 II o RADIUS N 13. SOLID GUARDRAIL TO MATCH WD-3 SIDING 12 0) w 22 < > ( I 0' 14. 1 1/2"THICK TREAD; FINISH TO MATCH WD-2 17A I I HALLWAY 76'7 " I I' 15 I 09 EXTERIOR DECKING 2 15, OPEN RISER WD STAIR W/ 1 1/2"THICK WOOD A303 B DRM 3 TREAD TO MATCH WD-1; SEE STAIR DWGS 4 6 �% 1 I 17 I 1 15 16. WD COUNTER ON TYP. STL ST. GUARDRAIL 3T_2 7/2„ D-1 0 1- 16'-2 172„�7F 13-0" 4'-0" T-6" _ I I? S_9" T-13" C? 1 17 B \\ 08 / I A303 MW 23 MW-24 \\ I I I I cv WC 3 ® 19A5'-2 �, V I I Lo F7 0 GL1 2 FT1 / \ 77 30 1 GL-1 / \I M q MASTER BATH 20 19B ( j RIYALL PORTER SHERIDAN ARCHITECTS FT-1 I ' E1 45 WEST 21st STREET I 4th FLOOR q 26 � NIEW YORK , NEW YORK 10010 MW-29 � M W-28 Mw-2s P (212) 254-1175 1 F (212) 254-1755 O U01 GJ `t PROJECT#: 1517 RL% y --- MW 27DRAWN: Baa �,S.�r,��✓� RZ 13'-6" % I � CHECKED: WR H E1 B DATE: 05.27.2016 �A r y '.• O MASTER BEDRM I I 19ri SCALE: AS NOTED 411%Cp No '40 j WD-1 BAI[CONY D CK 29 F L WD-2 3 9 o LEVEL j � A302 0 27 134'-6" o UPPER L ! 17'-0° j T-6° FLOOR PLAN N NOTE: N SEE SHEET A001 FOR EXTERIOR WALL TYPES & A010 FOR MATERIAL SCHEDULE 1 UPPER LEVEL FLOOR PLAN 102 1/4"=1'0" E1 2 28 A200 1 21 1 3 2 1 LEVIN 2 A302 A301 A301 A200 A300 A300 A300 HOUSE A302 76-8„ 40'-10" 12'-6" 29821 MAIN ROAD ORIENT, NY 11957 20',0„ _ / �� 13 a' ----_ `'-- REVISION DATE ----------------------------------�--- ----------------------------� PRICING SET / 03.25.2016 9 0 FILING SET 5.27.2016 / I 7 - I 3 714 1 I A303 I _ I 6 1 1 / 14 C 4 N Op 2 2 ROOF PLAN KEYNOTES A201 - 88 1, EPDM SYNTHETIC RUBBER ROOFING 714,,.72" 9 MEMBRANE W/30 YEAR WARRANTY, TYP, \� BUILT UP TO SLOPE AS INDICATED 2. ROOF DRAIN &OVERFLOW 36-8 718, 1/4":12" _' 3. ZINC-COATED COPPER SCUPPER&3" LEADER CONCEALED BEHIND RAIN SCREEN 1 4, CRICKET TO DIRECT WATER TO DRAINS/GUTTERS 5. IMETAL CHIMNEY FLUE W/FLASHING 6. (MASONRY CHIMNEY W/STEEL CAP ABOVE, 34'-6" ,SLOPE TO DRAIN ^, 10 3 7. AT DECK OVER LOWER LEVEL BEDROOM, 1/4".12" PDM SYNTHETIC RUBBER ROOFING 4 MEMBRANE W/DECKING ON SLEEPERS; I I I N 8 SLOPE ROOF TO DRAIN f I 8. PARAPET W/ZINC-COATED COPPER COPING 8 O 9. LINE OF STRUCTURE BELOW I I I I 10. AREA OF PV PANELS 11, SKYLIGHT 11 12, OPEN DECKING @ BALCONY DECK ON UPPER 1 I I LEVEL I I I I 13. ZINC-COATED COPPER FASCIA FLASHING 14. COPPER COUNTER FLASHING @ CHIMNEY I I I I I I I I I I N I I I I I 2 I I I A303 1 --------r----------,---------- I I I I I I I I 1 I 1 A303 i i 1/4'x:12" ' I I OPEN TO I I I I I BELOW 1 � I In I 1 I I I I 1 I I I I I I i I I ROOF VENT NOTE: ALL ROOFS TO BE UNVENTED ATTIC SPACE PER NYRC 806.4 s 1 1 I I I I I I I I I A201 � I I I I y I I I I I 8 MEMBRANE ROOFING Lo I I I Cc POLYISO COVERBOARD R2.5 10 �m �, RYALL PORTER SHERIDAN ARCHITECTS 3°RIGID INSULATION FI- _ 45 WEST 21st STREET I 4th FLOOR 3/4"PLYWOOD _ NEW YORK NEW YORK 10010 I I I I { ! -- , - 10 11 7/8"BLOWN /X --- r�-- r -- - P (212) 254-1175 1 F (212) 254-1755 %\ ,%�" j�'�.• / � i` '� /�\ !�� / CELLUOSE BETWEEN TJI'S '\ /' /" c6 I --------- _______ _ --------- _________ I VAPOR PERMEABLE k' ✓ \\ \/ \ AIR BARRIER \� / \" / \ "' ' co PROJECT#: 1517 i I I I I I I I I , , , , MIN. 1 1/2"SERVICE / `'��/ \ / /\V CAVITY \ / j /�l �i / \� 0►��1 $, CSS► 1 \,i ' "\ \ I� DRAWN: WWR d V% 5/8" RYq( 5/8"GWB " "•� '�� % /' r �� CHECKED: WR s I I I I I I a Q 1 -------------------------------\_ --------- i DATE: 05.27.2016 Dye �O, 0150A0 I I I I I I I 40 SCALE: AS NOTED Op NO TYPICAL ROOF/ATTIC CONSTRUCTION (SLOPE VARIES) - I I I I I I I I I I I I I I I I I I I I I I I I I I I 3 4 I I I I I I I I I I I A302 I I ------ ROOF PLAN N R 00 F PLAN ;L 25'-0" 03 � 2 1, A200 LENIN! HOUSE 29821 MAIN ROAD ORIENT, NY 11957 REVISION DATE - PRICING SET 03,25,2016 - FILING SET 05.27.2016 I 5 5 T-6"CLG -�- I CB-1 I T-6"CLG T-6"CLG I j I I O O 3 8'-0"CLG8-6"CLG RCP KEYNOTES �' T-6"CL --7-6"CLG 1, GRILLE/VENT REFER TO MECH PLANS J �o . 8 U" 2. L.IGHT FIXTURE, REFER TO ELECTRICAL PLANS 7-6 CLG 3, FRAMELESS FINISH CONCEALED HARDWARE GYPSUM PANEL LOCATED PER UNIT MANUFACTURER'S SPECIFICATION ATAHU'S WITHIN GWB CEILING 8'-6„ LG-, ——————-- - 7'-9"CLG T-9"CLG 4. GWB CEILING ON 1 1/2"STEEL HAT CHANNEL ON ROOF FRAMING FOR SERVICE CAVITY 5, CEILING DROPPED AS NOTED, COORDINATE FRAMING WITH MECHANICAL DUCTS&EQUIP \\ // 6. PROVIDE WATER-RESISTANT GWB BATHROOM CEILINGS / 7. EXPOSED STRUCTURAL WOOD BEAMS TO BE 0 I -- STAINED & SEALED 8. LIGHT COVE @ DOWNSTAIRS SHOWER S I 0 zo aQ 8'-6"CLG ~ �I �I I I� 0 CB-1 F 777'" I I i I a a CB-1 _ 7 RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 P (212) 254-1175 1 F (212) 254-1755 PROJECT#: 1517 ., •RAC DRAWN: WWR Q4��`` S.RY,�! CHECKED: WR .1 DATE: 05.27.2016 �A - 9�� 0 0150'%O R• P SCALE: AS NOTED olp N Ce W 40 : LOWER LEVEL REFLECTED CEILING N PLAN LOWER LEVEL RCP '1 LEVIN HOUSE I � I 29821 MAIN ROAD ORIENT, NY 11957 REVISION DATE - ------ ------------------ -------- ---- PRICING SET 03.25.2016 AFF — FILING SET 05.27,2016 11 -6 70 � �� 5 5 i I 0 11 -6 Ar,F 11'-6"AFF .• ' ` / o p I 10'-2"AFF '.-10"CLG J W co -- 9 i 9 Yi 0 Li C/D � I 0 0 RCP KEYNOTES w 1. GRILLE/VENT REFER TO MECH PLANS 8'-6"AFF 2. LIGHT FIXTURE, REFER TO ELECTRICAL PLANS OO CB 1 2 _ 3. SEAM OF INTERSECTING SLOPE GWB CEILINGS 0 0 4. FRAMELESS FINISH CONCEALED HARDWARE 0 0 0 0 GYPSUM PANEL LOCATED PER UNIT 0MANUFACTURER'S SPECIFICATION AT AHU'S — WITHIN GWB CEILING 8-6 AFF 5. SHADE POCKET, SEE WALL SECTIONS _ ____________________ ____-___________��_l___ 6. GWB CEILING ON 1 1/2"STEEL HAT CHANNEL ON ROOF FRAMING FOR SERVICE CAVITY 8'-6"AFF 7. CEILING DROPPED AS NOTED, COORDINATE FRAMING WITH MECHANICAL DUCTS&EQUIP 8. PROVIDE WATER-RESISTANT GWB @ BATHROOM CEILINGS 9. DROPPED, SLOPED GWB CEILING 10, SKYLIGHT 10 8'-0"CLG 8'-0"CLG 8'-6"CLG O e 1 8'-0"CLG `•�_ ,.' � 1 I e OPEN 8'-0"CLG ei 8'-6"CLG 8'-0"CLG RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 0 0 P (212) 254-1175 I F (212) 254-1755 e e o e _ PROJECT#: 1517 A�iiED qAc R DRAWN: WWR CHECKED: WR o ' DATE: 05.27.2016 9j �0 0150A� 9'-0"CLG -- -- -- �"Of ESN pQ . SCALE: AS NOTED UPPER LEVEL REFLECTED CEILING N PLAN UPPER LEVEL RCP � 1 LEVIN HOUSE 29821 MAIN ROAD ORIENT, NY 11957 REVISION DATE PRICING SET 03.25.2016 FILING SET 05.27.2016 4 NORTHEAST AXON 3 NORTHWEST AXON NO SCALE NO SCALE I RYAILL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR NEWV YORK , NEW YORK 10010 P (212) 254-1175 1 F (212) 254-1755 PROJECT#: 1517 %vt 0 AqC DRAWN: WWR �4d►`��,d$.Ry,�l '�'i a CHECKED: WR DATE: 05.27.2016 IP SCALE: AS NOTED Op N[W .440 AXONOMETRIC 3D REFERENCE VIEWS 2 SOUTHEAST AXON 1 SOUTHWEST AXON NO SCALE NO SCALE LEVIN HOUSE 3 29821 MAIN ROAD 3 ORIENT, NY 11957 12 L C? REVISION DATE Lo PRICING SET 03.25.2016 FILING SET 0527.2016 .......... ....... .. ........... ......... .. .... ...... ......... ...... ........ ....... ........... ... ........... ......... .......... .. ............. . ....... .... .. ......... ........ . ............ ........... .. ............... ..... ...... ...... ........ ....... . .... ............... ........ .... ......... ............... ...... ....... ".555 xv: ...... ....... 9 ....... .... .......... ...... .. ......... ........... ........ ... ... ........ ............... .............. -------- ..... ..... ................ ........... ....... .......... . ............ ... ... .............. ... ..... ..... X :�:_:_X ........ ------ .......... . .......... ...... .... ...... 221�ii� _X-,:" .... ....... ...... .... .......... ... ......... ........ ...... .......... ....... K, ---------- ELEVATION KEYNOTES —--------- X. .......... cy) .. ...... 1 EXPOSED CONCRETE PIER _Zz ............... x ....... 12 co 1�:::-'. "�"�.'1 ,, I-- C9 2. WOOD COUNTER ON STEEL SUPPORT FINS X ................ 00 ............. C\j ...... ....... ------- ....... UPPER LEVEL F.F.E. 3. CUSTOM STEEL CHIMNEY CAP C\i ....... ... ... .%.1... ........... 4. D DECK .... ..... ....... ...... -0"ASL .... ....... 39' _ STEEL GUARD RAIL W/STAINLESS S --------- RAILINGS&MAHOGANY HANDRAIL ------------ 6, SOLID WOOD FRAMED BANISTER 0 EX STAIR ------------------ ------------------ ------ 7. SCREENED PORCH ENCLOSURE: M-1 INSECT ------------+-------- SCREEN ON 2"x6" MAHOGANY FRAMING W/ 1 THICK FACING CAP TO SECURE SCREEN ----------------- 2 05 - -------- 8. WOOD DECK STAIR ----------- ------ ------------------ 9, ZINC-COATED PARAPET COPING ----- -A_ 10. EXPOSED WOOD BEAM -------------- -------------- 11. ZINC COATED COPPER FASCIA FLASHING ---------- LOWER LEVEL F.F.E. t 12. METAL FLUE C? 29'-0"ASL c\1 ------------ - CAR PORT LEVEL 27'-0"ASL WD-3 DCC DCC 4> WD-3 EXC <2b> SOUTH ELEVATION 1/4' 1'O 3 12 9 T. MT-1 Ld EP 9 Lo ------------ JL .... .. ......... .............. ------------------------------ L ... ...... .......... 9 ................. ..... .. ........... ------------- _T j 7---------- ---------------------- ------- 0? F ........... . ...... ....... cc) 19 o? 20 ... ... ......... ff: .. ...... .... ... . ........ .. . ........ 7 4 .... .. Ll ...... .... . . ..... i. .. ........ .......... ........... 1--A _0 E 7L ------------- 7 RYALL PORTER SHERIDAN ARCHITECTS .......... . ..... ....... 45 WEST 21st STREET I 4th FLOOR ....... . ....... L-__j L ....... ....... .. . ...... co ...... ...... . ............. m CYD c\j NEW YORK , NEW YORK 10010 ...... �j _j P (212) 254-1175 1 F (212) 254-1755 ...... UPPER LEVEL F''F E _T_ ...... . ................. 39'-0"ASL PROJECT#: 1517 F%90 AA a 4r DRAWN: WWR 44T CHEGKED: WR DATE: 05.27.2016 0 SCALE: AS NOTED op .40 LOWER LEVEL F.F,E. 29'-0"ASL CAR PORT LEVEL ------...... ------ --------....... ------...... ------ EXTERIOR 27'-0"ASL'�_r ELEVATIONS T_ 12 L 77 NORTH ELEVATION 2 0 0 1 14"=JO. LEVIN HOUSE 3 29821 MAIN ROAD 3 ORIENT, NY 11957 12 E REVISION DATE WD-3 C13-1 MB 1 PRICING SET 03,25.2016 _ FILING SET 05.27.2016 - - 11 ------ - - ---------- - 5 - 2 Q 1—O _-- ------ -p c 09 29 - 4 ELEVATION KEYNOTES ---- ---\ - - o -- fi----------------- -- - �- -- _ 1. EXPOSED CONCRETE PIER r 2. WOOD BENCH ON STEEL SUPPORT FINS N- ----- - - - __ - - - --- - --_-_-_ CUSTOM N -- UPPER LEVEL F.F.E. STEEL CHIMNEY CAP --- - ------- - - AS"-0 -- - --.... �. -- 9' 3 L 4 WOOD DECK ----- - --- 5. STEEL GUARD RAIL W/STAINLESS STEEL CABLE RAILINGS&MAHOGANY HANDRAIL _ _\__ _ _- _ \\\ \\ / 6. WOOD FRAMED INSECT SCREEN @ WINDOW \ 7. SCREENED PORCH ENCLOSURE: M-1 INSECT - -- ------- - 16 -- - -- 1 048"JV- SCREEN ON 2"x6"MAHOGANY FRAMING W/1" 1 = -- ----- / THICK FACING CAP TO SECURE SCREEN ----- -- ----------- ---- --- -- 8, WOOD DECK STAIR _ 9, FLUSH DOOR CLAD IN OPEN SIDING TO MATCH � � --- � --� -- - - ------ -- ADJACENT SIDING, - - � 10 EXPOSED WOOD BEAM -.- - III ago - - - -- --- LOWER LEVEL F,F.E. - - •-- - -- - - I•�I _- -- -- 11, ZI C COATED COPPER FASCIA FLASHING { J f 29'-0 ASL 1112, METAL FLUE - -- - -- - -- - -- -. CAR PORT LEVEL . . _ - - - -- -- -.-.-._.-...-.-..- - -- ... -- -- --.-.-.- - --._-. ---- - - - -- -- -- 13, OPEN SIDING FACING OUTDOOR STORAGE 27'-0"ASL 14. ZINC-COATED COPPER PARAPET COPING EXC DCC DCC DC WD-3 CB-1 EXC WD-3 CB-1 15. MAHOGANY WINDOW SURROUNDS @ UPSTAIRS BEDROOM WEST WINDOWS 16. OUTLINE OF INTERIOR STAIR BEYOND EAST ELEVATION 2 1/4"=1'0" 3 WD-3 C13-1 CB-1 - - 14 L -1_. t 15 'r` --------- -- ------ --- ---- j 1 I --- ,3 i \ i ................ .. s ,.,.,. ,.. r ... .. tt•: 7 V / f E s / \ .•IL _ — �— '- 15 1 5 4 - 2 / - 15 \ 25 / 2 - 27 \\ / r / 4 ::�:�:�:�:�:�:�:�:•:�:�:•.'.' .'.•.•:•.-:'.,:::':�::: ::�:�::�:�::.:�:�:`: �::,;:� ;;:>. ..,::_. •.,... •:�: ;: ,.,.•... .�.• •. '.':�::� \ -- ---- �'�•�' :.:.:�:;:;>.:::::. ::::::a:.:.:.:.: RYALL PORTER SHERIDAN ARCHITECTS -- --- -- - 5 WEST T 1 - - S 2 stTR S EET I 4th t FLOOR NEW EVW Y R O K NEW YORK� O 10 01 : - 0 c*rco •�•'�'�'�'�'`•'"'�'''''�' ��'�'�'•''•'�' P (2112) 254-1175 I F (212) 254-1755 :. .•; ::•:• N UPPER LEVEL F FE 39'-0"ASL \\� \ ---------------- - - --f '. '\ --- -- PROJECT#: 1517 RED qAC DRAWN: WWR --- CHECKED: WR oll \^�J' U DATE: 05.27.2016 4 4r� O • . .oAO �' A� 015 Q Cph[W ,tO SCALE: AS NOTED -- - - \ ! r"i LOWER LEVEL F F E. Al - -- - --- --- I\II\ ... 29'-0"ASL If_ I JI I I I •I .............. - - --- - - ------ ------- — - - - - —.. .—..- - - - -- --- - - ---- —...- - it I , Ii .I I I is CAR PORT LEVEL EXTERIOR 27-0 ASLI�ly ELEVATIONS DCC D<C WD-3 DCC DCC DCC WEST ELEVATION . 1201 1/4"=1'0" LEVIN 3 r2 HOUSE 11 1 -40 -40 E 2 0, -4 29821 MAIN ROAD ——————-- N I I I I ORIENT, NY 11957 REVISION DATE FILING SET 05.27.2016 T-1 T -I-'-F T T I III UPPER LEVEL F F E. ............ 39'-0"ASL SECTION KEYNOTES I T ---------- -Ilnl1111=-- Jill -1 1 I IL it L---j T--v C-1 LOWER LEVEL F,F E I A V -V I\.,. 29'-0"ASL -------- --- ---- ......—-—-—- CAR PORT LEVEL 7t' 27'-0"ASL SOUTH SECTION @ LIVING ROOM 2 NORTH-SOUTH SECTION @LIVING ROOM -40 -40 AI ------ - UPPER LEVEL F.F.E. 39' o' L ------ RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR 7- NEW YORK , NEW YORK 10010 J = I I I P (212) 254-1175 1 F (212) 254-1755 L-J' PROJECT#: 1517 DRAWN: RZ ZL 41 VIV --—-—- LOWER LEVEL F.F.E. Aq-, CHECKED: WR 29'-0"ASL it 1: IT I —Ti I I I I I FLL, =1 I I I -ii ------...... ------- + d DATE: 05.27.2016 A CAR PORT LEVEL -7 0150 7 717 27'-0"AS Ift .40-e� Jill 1111 SCALE: AS NOTED [% I L BUILDING SECTIONS NORTH-;SOUTH SECTION 9 STUDY A 300 LEVI 3 1 HOUSE —40 —401 L O ( I I I 29821 MAIN ROAD _—————— ORIENT, NY 11957 r ` II I REVISION DATE PRICING SET 03.25.2016 FILING SET 05.27.2016 I I I I I I i /I I � i ----- ----- ----- ----- UPPER LEVEL F.F.E. 39-0 ASL TES SECTION KEYNOTES it ,1,11, 1 II I I I :—V _ II I I I -J ----- --- ----- ----- _ __ LOWER LEVEL F.F.E. I. 1 ' f.4'� + pal I I 29'-0"ASL II - IIIjI--i+III — CAR PORT LEVEL 11�� I --IIII—IIIIIIIIIIII —IIII—III IIIIIIII-1111 IIIIIIIIIIII11111111;� 1111IIII �� I = I 27'-0 ASL I 11 I I I I 2 NORTH SOUTH SECTION @ ENTRY 114'=1'0" 1 2 —40 —400 71 I � I L I I � \ I I t Fili, l I I I - i I yt 1 . . . . UPPER LEVEL F F E ( — — -- — -- -- — ----.—._ 39—0 ASL I I I I li: ;, •.1:11: 1 • RYAILL PORTER SHERIDAN ARCHITECTS — —r - 45 WEST 21st STREET I 4th FLOOR I I SEE SHEET A420 FOR =_ =�-1 I I� 11—IIII � _ _ STAIR DRAWINGS N E WV YORK , NEW YORK 1 0 0 1 0 P (212) 254-1175 I F (212) 254-1755 I I I\ I `= I PROJECT#: 1517 I ( I DRAWN: RZ LOWER LEVEL F.F.E. ✓ CHECKED WR 291-0"ASL ° +� is • CAR PORT LEVEL DATE: 05.27.2016 a1? �0 01900 I I -_- I - I I IIIIIIIII II II I I I II I I III I I I I II IIIb 111111—i i II I i � O � �. I _ IIII — — 111—IIII IIII IIII IIII=IIII—IIII IIII IIII IIII—IIII—IIII—IIII 11111 11111=IIII—III — += I ( - 27'-0'AS OR NSW I SCALE: AS NOTED - �J I _ BUILDING SECTIONS 1 NORTH SOUTH SECTION @ENTRY & STAIRS Nit] L VIN -- 2 HOUSE -40 I I I-L-T--L-I I I I I /--—---—————————- T-L7 I I I P:��FY T�L:l I A Ll-L 1�1 29821 MAIN ROAD ORIENT, NY 11957 ............. . REVISION DATE ... ....... ....... ....... .... .... ..... ....... ...... .............. .. ... . ...... .. .............. .... ... ...... .... .. .... .... ....... ...... ...... ........... .......—.. ................ ....... ........ ............ ... ........... ........... ....... ......... ......... .... ..... ...... ............ ....... ........... PRICING SET . ..... ..... ......... .... .. ............. ...... ......... ... ......::•............:...... ............ ....... .......... .............. . ....... 03.25.2016 ............. ............... . ................ ...... ...... ...... ............ ....... . ... ...... ........ ... ........... ......... ............... FILING SET 05.27.2016 - - -------- ....... ............... ....7"7= ........... .. .........1. ....... .... ... ... ........... ..... ....... y. ...... ....... ...... .......... ......... ..... ... ...... ......... .... ....... .......... ......... .......... ---------- ............ ....... .... L ........... .......... .... .......... ........... .......... .......... ....... ........ ............ ............... ....... ....... .............. ........ ........ .... .... ........... ... ............... ...... ..... .... ........... .......... ... ........... ... ............ ......... ... .... .... ......... ........ ....... ........... XX: .......... .... .... ........ E. -0"ASL ...... ........ 39' ... .......... .......... SECTION KEYNOTES 7 F X ---- ------------------ ------------ --------- ----------------- C3 I fl -1 A An 1-1 j 11 1 ...... ...... LOWER LEVEL F-F E —'--29—'-0 A L t�it I &I -7 717- 7 ' AS-7V 2--'-0-' 'L Hill 11 llh =llll 11 , 1111 .... 11 1111 1111 1 1 1 1 '11 Hill 1111 1111 Hill I ........ �J CAR PORT LEVEL IN IN 111h 111 Hill —————————————---ol/ T-WEST SECTION @ MASTER 3 2 -401 -40 -401 .... ....... ....... ........... ---------- ........... .. ......... .... .... .. ............ . .. ........ .......... --A .......... ........... 4iI ..... ........... ..... .......... .. . ... IL ........... iIL j UPPER LEVEL F,F,E. -7� 39'-0"ASL SEE SHEET A420 FOR --- ----- - ---F RYALL PORTER SHERIDAN ARCHITECTS STAIR DRAWINGS gi yqq� 45 WEST 21st STREET I 4th FLOOR I �T NEW YORK , NEW YORK 10010 P ('212) 254-1175 1 F (212) 254-1755 -'_=rHALL -T LT PROJECT#: 1517 -L L L—i- T- DRAWN: RZ 4t' 'I LOWER LEVEL F F E —-—-—-- CHECKED: WR o f :d:1 T#-T 1-_j-F J-- I 1 1: 1: L: I '1�1 I lill 29'-0"AS i I I I I 111 1111 Ill M-1 Hill L E- 0A — —-—-—-—-— --- ...... CAR PORT LEVEL DATE: 05.27.2016 v A, 15c) + 2T-0"AS f* SCALE: AS NOTED op INV le'vol 0 ------------------------- ------------------------ BUILDING SECTIONS I wi ZE43 C NORTH SOUTH SECTION @ PORCH 1 NORTH SOUTH SECTION @DINING RM 0 2 LEVIN HOUSE =r=-- z 29821 MAIN ROAD ORIENT, NY 11957 REVISION DATE _T- - -_ PRICING SET 03,25,201 6 FILING SET r 05,27.201 6 .. .. ..'..'.....'..'.. ...:..........;.....,...:....:. ....'.'..'.,'.'...,,..., ---- t-- - s_ _ - - e PPER U LEVEL F.F.E —._—....—.- 39'-0"ASL L SECTION KEYNOTES I � ' � � / II►I -1111= II / r, L.L. ! �+r - - :.iii:-tJ '4 — —....—.... _ _ —LOWER LEVEL F.F.E. 1 .. 29'-0"ASL , I III III { F I I �I .. CAR PORT LEVEL II- IIII-1111 IIII III- "II 27'-0"ASL IIII 111111111 1 I II I = II II 1 - I =IIII II=IIII IIII IIIIIII11 - 11IIII=IIII= I I 1 IIIIIIIIII — IIII IIII IIIIIIII —IIII IIII—IIII IIII III—IIII —IIII IIIIIIII —IIIIIIIIIIIIIIIIIIIIIIIIIIII— IIIIIIII —IIII – "" -IIII-1111 3 EAIST-WEST SECTION @ LIVING & DINING 1/4 =11 0 3 -40773 I I - —--- - �- __ - .... - - - - - - -- ------- 1 ---------- ..... 1 .. .. :•:.,.'..'..•.'. Vie..:,'.'.•.'•'•'.•.'.'•'.•.' __—`_'— ........ - __— ___— .. A p I _'__-_ ( ---- — — -- ar, --- — ---- UPPER LEVEL F,F,E. ---------------------- 1 _ y i I ... 39' 0"ASL L I — ------------- ------ --------------------------- IL z >n •I RYAL ;` } , L PORTER SHERIDAN ARCHITECTS i I _ -- _�_ _- --- _ 4t5 WEST 21st STREET I 4th FLOOR __ _ __ --------------- - i r s;" NEW YORK , NEW YORK 10010 P (212) 254-1175 1 F (212) 254-1755 _ - ----------- 4, i 5 _ I PROJECT# 1517 i 1 1 � 1 t- I f — - — — - — - - I 11 LOWER LEVEL F F E iiI ,•1 :11' l I':I•': :n I I I'. '�;., I.,IIIi HillIIII liil Ilil �:, •I. / I I �;, I, / :'i I ,� ! -- --- 29'-0"ASL ts� g• 'Sri DRAWN: RZ •, �,:• . , ' ._ :: •• � _' �;_ I:` '',• �,, r-__� CAR PORT LEVEL n I AI =III --- I� �� I� �� —....—. — - --- --- — — — 27-0 ASL �'' --_ = III (I IIII I III I III I I III CHECKED W :- I II R ' IIIIIII I IIII IIII --IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII 1111 IIII 1111 IIII ` -- I DATE: 05.27.2016 aA 0j,• 0150 OPb III _ - ( - IIII IIII = III=IIII=IIII IIII—IIII=IIII III SCALE: AS NOTED n[� BUILDING EAST-WEST SECTION @CARPORT SECTIONS 2 EAST-WEST SECTION @ENTRY STAIR 1 1/4 =1 0 3" RIGID INSULATION W/ 1/2" 3" RIGID INSULATION W/1/2" LEVIAL I ' POLYISO COVERBOARD �..- POLYISO COVERBOARD METAL COPING METAL COPING METAL COPING HOUSE WRB WRB ;. { — EPDM ROOFING ✓` `v%'. EPDM ROOFING �u"� CEMENT BOARD SOFFIT {;' n ;� CEMENT BOARD SOFFIT EPDM ROOFING /.. y ' 29821 MAIN ROAD _ _ ;.. '► 3" RIGID INSULATION W/1/2" / a , ✓ 1'. 1 r POLYISO COVERBOARD ORIENT, NY 11957 METAL FLASHING METAL FLASHING BLOWN-IN DENSE-PACK BLOWN-IN DENSE-PACK `. {�"`� x REVISION DATE CELLULOSE INSULATION CELLULOSE INSULATION / BLOWN-IN DENSE-PACK PRICING SET 03.25.2016 VAPOR-PERMEABLE AIR BARRIER VAPOR-PERMEABLE AIR BARRIER '� ' CELLULOSE INSULATION FILING SET 05.27,2016 X\ ;Y >" DROP CEILING/SERVICE CAVITY DROP CEILING/SERVICE CAVITY < HORIZ WD SIDING OVER VERT FURRING STRIPS WRB / \ VAPOR-PERMEABLE AIR BARRIER HORIZ WD SIDING OVER VERT T. % - ' , �. 1 1/2"SERVICE CAVITY FURRING STRIPS F INSECT SCREEN f METAL FLASHINGCEMEN / /x2" RIGID ARD OVER / J POCKET DOOR I NOTES l WRB I ALUM SILL WRB x, BLOWN-IN DENSE-PACK CELLULOSE INSULATION \ I WOOD DECK ON SLEEPERS ' ` \ �x SLOPE FINISH GRADE AWAY x 'y FROM WALL ,.�K METAL FLASHING — METAL FLASHING { ?� WOOD DECK WOOD DECK { \- `"X" UPPER LEVEL F.F.E } X{ �X { A{ y�i'; . {{� ; > .� 39-0 ASL BLOWN-IN DENSE-PACK INSECT SCREEN WRB + BLOWN-IN DENSE-PACK �� CELLULOSE INSULATION P_ CELLULOSE INSULATION = W P ° } ° i+ a D ,�, 4.! % b ++tt a a D rfiY — rn a - PTD GWB CEILING, _ P _ PTD GWB CEILING, Y- DROP PER RCP #t c = — - -- — PTD GWB CEILING, DROP PER _ _ — STEEL EDGING DROP PER RCP i ° _ STEEL EDGING RCP - a a --- =ILII= + =I + RIVER ROCK �{ a P RIVER ROCK _ { $ VAPOR PERMEABLE AIR _ a Ell° EE BARRIER t — a 2X10 PER STRUCTURAL EPDM ROOFING, SLOP E TO a DRAIN a �-+- -IIII�I�- + PTD GWB PTD GWB — — — PTD GWB f ° — a { CONCRETE FOUNDATION WALL aCONCRETE FOUNDATION WALL CONCRETE FOUNDATION WALL PER STRUCTURAL �T _ PER STRUCTURAL _ PER STRUCTURAL { Y p _ oI = — _ _ — — DAMPPROOFING W/ a — — ; DAMPPROOFING W/ { -� a di D r = _ — P = _ _ DAMPPROOFING W/ {_ a ASPHALT-IMPREGNATED , :; a ' _ ( ASPHALT-IMPREGNATED ASPHALT IMPREGNATED PROTECTION BOARD _ PROTECTION BOARD PROTECTION BOARD a = _ — CRAWLSPACE NOTE: t Pa = — = p° _ _ _ _ {� p =_ PROVIDE CRAWLSPACE 5 RIGID INSULATION ' — — — — 5 RIGID INSULATION { - — = II = — 5" RIGID INSULATION ° VENTILATION PER R408.1 - — ° — — — RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR } — NEW YORK , NEW YORK 10010 a o _ _ v° — — a s — — �� aP j --,I > — — P (212) 254-1175 1 F (212) 254-1755 a WD FLOOR = WD FLOOR - _ _ — — WD FLOOR a --- — — - ' - — _—_ PROJECT#: 1517 - ILII III T _ — — ILII — -- -- — —. —.aa —. :—�llll _L11_.— — — — — — -- — — — — -- — --- — — -- -- — — — — — ; -as-�.. ==.W1 �L = 1�=1L....—..— — —.—..—..— -- ---- — -- — — -- --._. -- — — LOWER LEVEL F — — — — —._.—...— = = I. = -11ll- _.— ,F.E . =III III=111 = ff {� {� { - ----...- -- - - — — — -- - - - .: . ' � ,� a ;J':.' 29-0 ASL DRAWN: WWR BLOWN-IN DENSE-PACK ti %f{`' _ _ = BLOWN-IN DENSE-PACK \{ :>., / ` ' _ _ _ = BLOWN-IN DENSE PACK 'x X ° a CELLULOSE INSULATION ► a _ _ — CELLULOSE INSULATION :�' a — — — — `t r c — — - - _ _ _ = CELLULOSE INSULATION = = = CHECKED: WR ��',.:u/„r';;.:•':::;:; :;:r!:;,,.-.._.->-::: a`L �_ i:•. ..%;,iYi`i.'i` �>ii;;: a.a _ _ _- _= k.�::�;tr.\�.;;:\�;, a`o-• = La.. ` I = D Ii _ = I — DATE: 05.27.2016 2' POLYISO INSULATION 0N1c5w0 CAPILLARY BREAK 2” POLYISO INSULATION CAPILLARY BREAK 2" POLYISO INSULATION op ° = FILTER FABRIC CAPILLARY BREAK SCALE: AS NOTED 2" RAT SLAB OVER CLASS 1 /6 2� RAT SAB OVER CLASS 1 FILTER FABRC 2" � p� oP�+ RAT SLAB OVER CLASS 1 a - — _ - FILTER FABRIC VAPOR BARRIER ,=.{uu T uu_=_uu_, VAPOR BARRIER a �L__�tL_=��__ - VAPOR BARRIER P « _uL_'�Lll� ( 3"RIGID INSULATION W/ 1/2" POLYISO COVERBOARD 3" RIGID INSULATION 1/2" LEVIN - POLYISO COVERBOARD RD • METAL FLASHING METAL FLASHING t WRB .fir ,,:1,�, � t WRB F, HOUSE 1 , 41 I y� >\ EPDM ROOFING ;�1,i 11 x, /"';�`' ",i j EPDM ROOFING xl` CEMENT BOARD SOFFITx ' v �. �. �/ , ;�l. �. %� � ;. �,J\k , �r CEMENT BOARD SOFFIT i �; �f. EPDM ROOFING �\ �� ` '� ` xy��`., 29821 MAIN ROAD METAL FLASHING = � v' ORIENT, NY 11957 11 1'1111A METAL FLASHING METAL FLASHING REVISION DATE PRICING SET 03,25.2016 CEMENT BOARD SOFFIT VAPOR-PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER FILING SET 05.27.2016 DROP CEILING/SERVICE CAVITY DROP CEILING/SERVICE CAVITY - METAL FLASHING CEMENT BOARD CLG r � 1 S NOTES 1 S c � STAINLESS STL INSECT ALUM SILL SCREEN MILLWORK CABINET DECAY RESISTANT WD FRAME FOR INSECT SCREEN HORIZ WD SIDING OVER VERT FURRING STRIPS N C? WRB BLOWN-IN DENSE-PACK METAL FLASHING CELLULOSE INSULATION WD DECKING — ` 'X —.—. —. . — ...—._—.—. ' UPPER LEVEL F.F.E. CEMENT BOARD SOFFIT ,. - - -.\ , - -_ - - :.. ............... ........ .......................... ........................ \; ,I /I, HORIZ WD SIDING OVER VERT \Ti: J kX \FURRING STRIPS i WRB TIT METAL FLASHING METAL FLASHING STAINLESS STL INSECT T p a SCREEN WRB 3" RIGID INSULATION W/ 1/2" a °` -, POLYISO COVERBOARD F a t CEMENT BOARD SOFFIT BLOWN IN DENSE PACK �` - a p SLOPE FINISH GRADE AWAY GLULAM PER STRUCTURAL CELLULOSE INSULATION +� FROM WALL GLULAM PER STRUCTURAL U CONC BEAM PER AIR PBARROR E PERMEABLE ° P a a y✓ ;�_s 11 1 CONC BEAM PER STRUCTURAL BEYOND , STRUCTURAL BEYOND PTD GWB CEILING, DROP ,4 PER RCP t a P a '.1 ° # DAMPPROOFING W/ ASPHALT-IMPREGNATED - D PROTECTION BOARD 5" RIGID INSULATION T a = CRAWLSPACE NOTE: D VENTILATION PER R408.1 _ RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR > f NEW YORK , NEW YORK 10010 P (212) 254-1175 1 F (212) 254-1755 BLOWN IN DENSE-PACK CELLULOSE INSULATION ° � a II 1 PROJECT#: 1517 — — = LOWER LEVEL F,F,E, 29�-O,� DRAWN_ 6`b Q ASL : WWR a M S.�y'� IIIA I 1 - III - 1IiIII �y, ; IV, ;;< _ —IIa � _ _ _ — — ;; — CHECKED: WR ` y, �-1111-1111 II—ilii_ o DATE: 05.27.2016 ��► �. � 2" POLYISO INSULATION �-� - ilil—liilsill--liil— CAPILLARY BREAK SCALE: AS NOTED op NeW yo 2" RAT SLAB OVER CLASS 1 ° _ _ _ FILTER FABRIC VAPOR BARRIER p _ u4 LL Ll ZIF ; SLOPE TOP OF FOOTING WITH MORTAR a =e + 3/4" MIN, RIVERROCK WALL SECTION DETAILS a a 4" CONT, PERFORATED DRAIN PIPE TO DRYWELL q CONCRETE FOOTING PER STRUCTURAL 3 WALL SECTION - PORCH4 0 2 WALL SECTION - DINING RM 1 WALL SECTION - KITCHEN ' LEVIN METAL COPING EPDM ROOFING METAL COPING EPDM ROOFING METAL COPING EPDM ROOFING HOUSE 3" RIGID INSULATION W/1/2° HORIZ WD SIDING OVER J }^— 3"RIGID INSULATION W/1/2" y 3" RIGID INSULATION W/1/2' HORIZ WD SIDING OVER POLYISO COVERBOARD ! POLYISO COVERBOARD POLYISO COVERBOARD VERT FURRING STRIPS VERT FURRING STRIPS WRB WRB , _ - t},++ t F r, 29821 MAIN ROAD _ ORIENT NY 11957 /\ BLOWN-IN DENSE-PACK I �'�,��? f , /` r ,,. \,'. � •� �x �` ,, Y ;., � � BLOWN-IN DENSE-PACK XX �� CELLULOSE INSULATION \ l\+ v'' �\ /'` CELLULOSE INSULATION X < ` ` �X� ?\ \\\ �, \ / \ \ u \ \,, REVISION DATE \ 2" RIGID INSUL \ " ==� � 2" RIGID INSUL PRICING SET ., I •\, j_. 03,25.2016 VAPOR-PERMEABLE AIR BARRIER VAPOR-PERMEABLE AIR BARRIER VAPOR-PERMEABLE AIR BARRIER FILING SET 05,27,2016 METAL FLASHING �; '✓`;/�!`.';/ METAL FLASHING \, PTD GWB DROP CEILING DROP PTD GWB DROP CEILING DROP / \ / PTD GWB DROP CEILING DROP PER RCP PER RCP \ PER RCP CEMENT BD SOFFIT CEMENT BD SOFFIT '\ �k /� BLOWN IN DENSE PACK � CELLULOSE INSULATION Iv / X T MILLWORK HORIZ WD SIDING OVER VERT FURRING STRIPS WRB %' NOTES VAPOR-PERMEABLE AIR BARRIER SS INSECT SCREEN SS INSECT SCREEN MILLWORK COUNTER \.< DECAY RE=SISTANT WD ; FRAME FOR INSECT DECAY RESISTANT WD SCREEN FRAME FOR INSECT 2" RIGID INSUL - SCREEN METAL FLASHING CEMENT BOARD SOFFIT WD FLOOR WD FLOOR WD FLOOR ALUM SILL_ ALUM SILL ALUM SILL UPPER LEVEL WRBXy .'\`<� 11 `! \ `'rte k�� X 39-0 ASL /\ \ \ \ \ ✓" y ` \/ X'' 3 X X / \ CEMENT E OARD '�;'. ,. ;�:<\ WRB ;\ i\/ . .�X/ ��./\.� \_; ,. \. WRB l \ / T ., ♦ \ \ \ Y _ -- i_ -11L" ' t ' + $ f( BLOWN-IN DENSE-PACK VERT FURRING STRIPSX ? X; C\ j\, BLOWN-IN DENSE-PACK VERT FURRING STRIPS ;\lX';;' y ' \ `' \ `\ BLOWN-IN DENSE-PACK CELLULOSE INSULATION CELLULOSE INSULATION X �\ \,X , . ; CELLULOSE IN METAL FLASHING `�\ n /177 / INSULATION VAPOR-PERMEABLE AIR BARRIER INSECT SCREN �= i X =i . , i -I / VAPOR-PERMEABLE AIR BARRIER INSECT SCREN 3' RIGID INSULATION - VAPOR-PERMEABLE AIR BARRIER WRB _ METAL FLASHING METAL FLASHING PTD GWB CLG DROP PER RCP PTD GWB CLG DROP PER RCP PTD GWB CLG DROP PER RCP 3 CEMENT E30ARD SOFFIT 3 RIGID INSULATION RIGID INSULATION WRB STL BEAM PER STRUCTRUAL WRB GLULAM PER STRUCTURAL CEMENT BOARD SOFFIT CEMENT BOARD SOFFIT CONC BEAM PER STRUCTURAL BEYOND CRAWLSPACE NOTE: PROVIDE CRAWLSPACE ; VENTILATION PER R408.1 t k i BLOWBLOWN-IN DENS CK BLOWN-IN DENSE-PACK I ALUM SILL CELLULOSE INSULATION ALUM SILL CELLULOSE INSULATIO i � RIGID INSUL RIGID INSUL �a RYALL PORTER SHERIDAN ARCHITECTS L._�., — — — — — — — —.—.—...._....— — -- — -- — — ... ---- — — — — LOWER LEVEL F.F,E. — - _ -- - -- ---- — -- — —..— — — -- -- — — -- -- — — — — - — — - _.—.—.—.— -- --...—..—.— — -- — — 45 WEST 21st STREET I 4th FLOOR - - I I RIVEROCK -;_ RIVEROCK r=a` X " \� 29-0 ASL NEW YORK , NEW YORK 10010 P 212 254-1175 1 F 212 254-1755 k X IX _ -_ - I \ - -, --- -_ n:;• -- �.. .�.ti,:,,'%4rr.:,:�i':•;�:-is~;C': DAMPPROOFING W/ — - - -� -- '- _ DAMPPROOFING W/ i � _ — _ _ _ .I ASPHALT-IMPREGNATED -- ASPHALT-IMPREGNATED - PROJECT#: i517 �0tItD qq _ — — PROTECTION BOARD = =illlq _ - - -- - -- - - - - - --- — - -- - - --- - - — - - _ Ll — = d�f — -- — -- — --....— .—. —. —. .—.—.—.— — — — —. PROTECTION BOARD — — —_ -- -- — ......-- ��=1111 IIIIIIII -IIII IIL —I�11= 1�� _ _ � CAR PORT LEVEL DRAWN: wwR ��' ��A� •Ar��✓�A _ CONCRETE FOUNDATION �� CONCRETE FOUNDATION Ij =I==I:' — = _� � 4�' 2 POLYISO INSULATION - __ _ _ _ ; 2" POLYISO INSULATION 27'-0" ASL CHECKED: WR WALL PER STRUCTURAL - - _ - WALL PER STRUCTURAL IY- II = = 4 FILTER FABRIC a .� CAPILLARY BREAK FILTER FABRIC - - "o CAPILLARY BREAK DATE:: 05.27.2016 �y �p �O F - -- — _ 2' RAT SLAB OVER CLASS 1 III = iI �- p 2" RAT SLAB OVER CLASS 1 015O h a- VAPOR BARRIER u > --- d. VAPOR BARRIER o� tie Qvwt SLOPE TOP OF FOOTING - SLOPE TOP OF FOOTING SCALE: AS NOTED WITH MORTAR - ° WITH MORTAR ! 3/4" MIN. RIVERROCK 3/4" MIN, RIVERROCK II - 4 WALL P 14 I D i SECTION DETAILS CONCRETE FOOTING PERCONCREfE FOOTING PER 4' CONT. PERFORATED4' CONT, PERFORATED STRUCTURAL STRUCTURAL - IDRAIN PIPE TO DRYWELL DRAIN PIPE TO DRYWELL I WALL SECTION - DINING RM402 WALL SECTION - LIVING RM 1 WALL SECTION - STUDY METAL COPING EPDM ROOFING EPDM ROOFING OVER PLYWD METAL COPING METAL COPING EPDM ROOFING LEVIN BUILT UP TO SLOPE TO ®� --' 3" RIGID INSULATION W/1/2" SCUPPER 3" RIGID INSULATION W/1/2" POLYISO COVERBOARD 3, POLYISO COVERBOARD HORIZ WD SIDING OVER 7j ® . -� -�-- HORIZ WD SIDING OVER VERT FURRING STRIPS TO - - VERT FURRING STRIPS TO CONCEAL ROOF LEADER - CONCEAL ROOF LEADER - 3" RIGID INSULATION W/1/2" I -_ 11 L � fi - ,M1T - POLYISO COVERBOARD t � -�- _ r i t _ WRB I "% !� ;;;r/j ///� %f i i WRB WRB }X� \' ,\jf �; ;'` ORIENT, MAIN ROAD ' ORIENT, NY 11957 �j �� /if.,, BLOWN-IN DENSE PACK ir� /i CELLULOSE INSULATION CEMENT BOARD SIDING REVISION DATE INSECT SCREEN METAL FLASHING PRICING SET 03,25.2016 f / 2 RIGID INSUL _ 2" RIGID INSUL 2"RIGID INSUL FILING ;SET 05.27,2016 VAPOR-PERMEABLE AIR BARRIER METAL FLASHING INSECT SCREEN CEMENT BOARD SOFFIT PTD GWB W/SERVICE CAVITY CEMENT BOARD SOFFIT VAPOR-PERMEABLE AIR BARRIER METAL FLASHING CEMENT BOARD SOFFIT — VAPOR-PERMEABLE AIR BARRIER PTD GWB DROP CEILING DROP PER RCP PTD GWB DROP CEILING DROP BLOWN-IN DENSE-PACK PER RCP CELLULOSE INSULATION BLOWN-IN DENSE-PACK CELLULOSE INSULATION j NOTES S DECAY RESISTANT WD POST&RAIL l( 1 STAINLESS STL CABLE - RAILING co BLOWN-IN DENSE-PACK co ALUM SILL CELLULOSE INSULATION ALUM SILL WD FLOOR WD DECKING ON SLEEPERS —...—.— — — — ----- ---.—. — — — — -- — —._—.—.—.—._—.._—._.—..—.—.._—.—...—.—..— — — — UPPER LEVEL— F.F.E. 39 0 ASL WRB �j/%��//�' BLOWN IN DENSE PACK %ir; ;i ALUM SILL ,f f CELLULOSE INSULATION INSECT SCREEN METAL FLASHING - - — - - _- - - I ,r 3" RIGID INSUL VAPOR-PERMEABLE AIR BARRIER WRB , METAL FLASHING 'f" �f PTD GWB ° - CEMENT BD SOFFIT CEMENT BD SOFFIT p BLOWN-IN DENSE PACK PRESSURE TREATED WD / - 4 CELLULOSE INSULATION FRAMING SUPPORTING WD SIDING RAINSCREEN - Do HORIZ WD SIDING OVER i d VERT FURRING STRIPS WRB 4 / r / ff CRAWLSPACE NOTE: s i PROVIDE CRAWLSPACELl VENTILATION PER R408.1 a f,"/ it / 4" SLAB BLOWN IN DENS 1 { ° INSECT SCREEN / / CELLULOSE INSULATION - /," ,/� ° 4 RIGID INSUL % f a --- --- — — — -- — — — -- ---.—.— — ------ -- — LOWER LEVEL F.F.E, — — — — — — — — RYALL PORTER SHERIDAN ARCHITECTS x, ° WD DECK 29'-0" ASL 45 WEST 21st STREET I 4th FLOOR CONCRETE PIER PER STRUCTURAL %' ti' ;."�� ` NEW YORK , NEW YORK 1 0 0 1 0 ° x ,Yr r 1 METAL FLASHING r „ r a y >/ � P (212) 254-1175 1 F (212) 254-1755 -I PERMEABLE DRIVEWAY SLOPE FINISH GRADE b. ASPHALT-IMPREGNATEDAWAY FROM WALL MATERIAL DAMPPROOFING W/ 1 PROTECTION BOARD _ „ ° _ PROJECT#: 1517 — — — — —.—....—....—....— — ° — = - CAR PORT LEVEL 101" AA d° — —-— -- --— -- -- --._._.—. —....—._ —— — -�-�_ '' I IIII Iltl III ! i ,_ II _ _I 1 ��,`��♦isU q-r v�ii�'� s�,Ns,o,�c — — � I �� WWR DRAWN: CONCRETE FOUNDATION j -II = 1= _ 27 -0 ASL WALL PER STRUCTURAL III — 2" POLYISO INSULATION I I _ —ITI I I - _. -i — CAPILLARY BREAK CHECKED: WR _ ° LEVI HOUSE — OUTLINE OF STEEL PLATE 29821 MAIN ROAD ABOVE ORIENT, NY 11957 F_---- —————————— ------- � I I ---- -------'r-------I--------;;- I REVISION DATE L3 X3" STEEL ANGLE CAST INTO ___ ---JL------- L `----- ICONCRETE W/5`x5" EEL FILING SET 05.27.2016 5 ' PLATE WELDED TO TOP u� I I 3/4" STEEL PLATE WELDED TO (4) SUPPORT PLATES Eo Lo I CONIC, INFILL AT TOP OF CHIMNEY; SLOPE TO DRAIN CONIC. INFILL L3"X3"STEEL ANGLE CAST IN cv \ i` i k l vA I ------ --- - --- --- x w ; CONCRETE W/WELDED 5"x 5" ` - _ r:. TE AT TOP; "- ---- ------ --------"-- STEEL SUPPORT PIA - ' I , SET 18"DEEP MIN. L ——————————————————— -� CONC. INFILL L3"X3 STEEL ANGLE CAST IN CONCRETE W/WELDED 5"x 5 ,.. CAULK& BACKER ROD 5'-11 5/8"V.I,F. STEEL SUPPORT PLATE AT TOP g' CONTINUOUS FLASHING @ 6' 10" ANCHOR PLATE W/DAMPER NOTES ROOF 71 Ixy r 3 DETAIL PLAN @ TOP OF CHIMNEY BELOW CAP . ' / 1/2"=1'0" 13"x 13"STANDARD FLUE LINER TRIPLE WALL STEEL CHIMNEY ' r BY SUPERIOR CLAY INSULATED PIPE 8"x 8"x 16" "SMITHSTONE" CMU ' :3 8"x 8"x 16" "SMITHSTONE" CMU BY SMITHTOWN CONCRETE, SEE BY SMITHTOWN CONCRETE, SEE Y j FINISH LEGEND r - `r � - FINISH LEGEND "'a 3" RIGID INSULATION BETWEEN r ' CMU FIREPLACE&FRAMED WALL } CONSTRUCTION '` .�s„. 8”x 8"x 16" "SMITHSTONE CMU BY SMITHTOWN CONCRETE, SEE FINISH LEGEND SUPERIOR CLAY SMOKE CHAMBER 44 DAMPER 3/4"THICK STEEL PLATE BOLTED STEEL SUPPORT FOR THROAT AS a A. ' TO CMU PER SUPERIOR CLAY nIQ ;y,:; v THROAT AS PER SUPERIOR CLAY m 4,; a N 3/4"THICK STEEL PLATE „ r " ';. BOLTED TO CMU 13 x 13"x 1 1/2"STANDARD y,} '' SUPERIOR CLAY FLUE LINER CUSTOM METAL DOOR Y - r ; BLACK 9"x4 1/2"x2" STANDARD o _ ', ISOKERN FIREBOX o =� r // FIREBRICK BY SUPERIOR CLAY c� m rf ! °� 1 1/2"THICKNATURALCLEFT m _= BLACK SLATE HEARTH 1 1/2'THICK NATURAL CLEFT --1 BLACK SLATE HEARTH r �y 5'-11 5/8"V.1.F. Y, i , ANON COMBUSTIBLE SUBSTRATE • ° 11 <\ / NON-COMBUSTIBLE FRAMING I ' STEEL BASE SUPPLIED BY ISOKERN -----a 1"CERAMIC INSULATION BOARD RE-INFORCEMENT AS. REQ. FOR METAL DECK ON STEEL BEAMS SELF-SUPPORTING CONIC, SLAB TO SUPPORT FIREPLACE, S.S.D. FOR HEARTH a LINE OFGLULAMBEAMS, S.S.D. PLAN DETAIL @ �XT�. FIR�EP�LAC�EF�LUE�LINER�. SECTION DETAIL @INT. LIVINGRM FIREPLACEg a i/2 1 0 POCKET DOOR, SEE 3/4"THICK STEEL PLATE 8"x 8"x 16" "SMITHSTONE" WINDOW SCHEDULE LINING ON ALL SIDES @ CMU BY SMITHTOWN , _ WOOD STORAGE AREA; CONCRETE a > PQ _ SEE ELEVATION BLACK STANDARD FIREBLICK J FIRST COURSE OF CMU TO _ - �' i EXTERIOR AIR SUPPLY BY SUPERIOR CLAY Fw BEGIN V-0" BELOW FINISH + +�;' 4" DIA. DUCT- UP _ GRADE, S.S.D. a ; ' , - PREFABRICATED a P THROUGH ROOF ISOKERN FIREBOX 3/4"THICK STEEL PLATE o� ti 77 7 �7 T I� I LINING ON ALL SIDES RYA,LL PORTER SHERIDAN ARCHITECTS — D 2-o V.I.F. I - WOOD STORAGE AREA `� =- 45 WEST 21st STREET I 4th FLOOR II I =III = ° fl P D > �r - �° „ NEW YORK , NEW YORK 10010 .. LINE OF STC=EL � � 7=7� 11 — — I�=1111— ° P. a` ,. - 8'x8"x 16" "SMITHSTONE" n P II ENCLOSURE LINA P (212) 254-1175 I F (212) 254-1755 D r� --'—� 'j P - a c� o STARTING:AT 40"AFF,. . < ti CMU BY SMITHTOWN ; � CONCRETE `' N I — I �— SEE ELEVPTIONS ° i :I IL _ ti - p - P N ' ;< PROJECT#: 1517 ., ' - it Z.:i, - : I/ ,�`,��.ID RAC p, a ; DRAWN: RZ Qa c o CUSTOM GLASS ° BLACK 9"x4 1/2"x2" STANDARD N DOOR CHECKED: WR CONC. FOOTING, S.S.D. FOR 1 -4 d P a ALL REINFORCING AND o FIREBRICK BY SUPERIOR CLAY FOOTING SIZES N \ a 1/2R'T H AT DATE 05 27 2016 1 ICK STONE SHB q a0150 o �O HEA TO BE FLUSH W/ 3'-3 5/8" 2'-8 3/8" 1'-11 5/8" 0"' n wSCALE: AS NOTED FINISHED FLOOR @ PORCH; NATURAL CLEFT BLACK - (2 BLOCKS) - - SLATE - 1'-11 7/8" 2'-8 3/8" 1'-3 5/8" 7'-11 5/8" 3'-3"V.I.F. 6'-0" (HEARTH SLAB) _ 1 1/2"THICK STONE FIREPLACE DRAWING S SLAB AT HEART TO BE FLUSH W/FINISHED FLOOR; NATURAL CLEFT BLACK SLATE 4 SECTION DEAIL @ EXT. FIREPLACE 1 )�� ITAL PLAN @ EXT. FIREPLACE 5 DETAIL PLAN INT. LIVING RM FIREPLACE 1/2"=1'0" 1'0" 1/2"=1'0" LEVIN DOUSE /Z/ i/ / 29821 MAIN ROAD MAHOGANY HANDRAIL OAK HANDRAIL �� /, / ORIENT, NY 11957 i. REVISION DATE PTD 2"X2" STL RAIL SUPPORT W/1/4" STL PTD 2"X2" STL RAIL SUPPORT W/ 1/4" STL FILING SET 05.27.2016 MOUNTING PLATE MOUNTING PLATE DIAGONAL WOOD SIDING TO MATCH • RESIDENCE ON MAHOGANY 2X FRAMING EXTERIOR WALL Z// NOTES 2 X 2 MAHONGANY STRIP 1"X2"OAK STRIP STAINLESS STL CABLE RAILING STAINLESS STL CABLE RAILING 7tiri MAHOGANY TREAD(THREE 1.5"X 4" BOARDS) 2"OAK TREAD (2) 1 3/4"X 14"PAINTED PRESSURE lu 2 1 3/4"X 14" PAINTED LVLTREATED LVL STRINGERSTRINGER1/4" STL REINFORCING PLATE BOLTED 1/4 STL REINFORCING PLATE BOLTED � �III TO STRINGER III TO STRINGER �' j 2 1/4" 3 1/2" 3'-2 3/4" 3 1/2" 2 7/8' 3 1/2" 2'-6 3/4" 3 1/2" 5 1/8" 2" 2 1/4" 4 EXTERIOR STAIR SECTION 3 INTERIOR STAIR SECTION 1 1/2"=1'0" PTD 2"X2" STL RAIL SUPPORT W/ 1/4" STL MOUNTING PLATE PTD 2"X2" STL RAIL SUPPORT W/1/4" S L MOUNTING PLATE MAHOGANY HANDRAIL MAHOGANY HANDRAIL 2" OAK TREAD t1 MAHOGANY TREAD (THREE 2"X 1" OAK STRIP Awa 1 1 �. 1.5"X 4" BOARDS) �17 . e J 1/4" STL REINFORCING PLATE ' 2 X 2 MAHONGANY STRIP __ -1 il� �K�xl BOLTED TO STRINGER 1/4" STL REINFORCING PLATE (2) 1 3/4 X 14"PAINTED LVL STRINGER BOLTED TO STRINGER (2) 1 3/4"X 14" PAINTED PRESSURE ® STAINLESS STL CABLE RAILING m �y TREATED LVL STRINGER ® ® . S"-AINLESS STL CABLE RAILING a ,� a ® RYAILL PORTER SHERIDAN ARCHITECTS m 45 WEST 21st STREET I 4th FLOOR I i NEW YORK , NEW YORK 10010 ® o ,I P (212) 254-1175 I F (212) 254-1755 m a — PROJECT#: 1517 m X = o — ® o ® DRAWN: WWR - Lo , ® co ® e 1" 11 1/2" CHECKED: WR a DATE: 05.27.2016 9� �� O 0A0 �Q` 1 = R W '( SCALE: AS NOTED ONE - - a, ' .�Y �\ k. X'.T .' � •� .: —�II(—IIII—IIII— i :., / u .//.}.�,.':? . Y f. >e� / yx. ; }.. l \1 ,1 \\✓ 'x / "k / .' x \� r ==IIIIIIII=IIII;IIII�IIIIIIIIIIII=IIII= IIIIIII ��—�!� � � STAIR DRAWINGS I 2 EXTERIOR STAIR SECTION 1 IN��RIOR STAIR SECTIONpotAm A B C D E F 10'-0" 14'-0" 10'-6" 11'-0" LEVIN 12'-6" HOUSE 29821 MAIN ROAD \`� / ````\ ( I I I T . _ . — . _ . _. _ • — • — . — . — • — . _ . ORIENT, NY 11957 / 1A S300 I I I EXTERIOR DECK ABOVE. S-102 FOR DECK I/ REVISION DATE 8" REINFORCED CONCRETE WALL FROM ` ` ��. _ I FOUNDATIONS TOP OF FOOTING TO l'—O" BELOW TOP 1B I I I IB PRICING SET 03.25.2016 OF GRADE. REINFORCE WITH #4@12" O.C. I 2'-0" WIDE x 1'-0" THICK CONTINU US 7 / VERTICAL EACH FACE AND #4@12" O.C. / REINFORCED CONCRETE FOUNDATION ALL I S300 I I S300 FILING SET 05.27.2016 HORIZONTAL CENTERED. PROVIDE ( ) 6 I FOOTING WITH 3 5 CONTINUOUS `—��VE-TICAL BARS AT CORNERS ( ) # 14� `�� LONGITUDINAL BARS�OTTOM I ! I ` 8 1 ``` ` / — — °' ♦' 2'-0" WIDE x 1'-0" THICK 03/„ 3 Y8CONTINUOUS REINRCED --° -- ---- ---- ---- I ------- ----- t -- ------------I------- ---°---- f. -I CONCRETE FOOTING TYPICAL. F4'0 REINFORCE WITH #4@12" O.C. I ' / Lp► I `�� Lr I I I Lr / `�� ,� _ 3�» p r —t——_12 SHORT WAY AND (3) #4 LONG WAY a; a.♦' Jf/ I a' / I ( I I I ( S300 o / I 1:1 0 00 try I .♦ / I L— I --—I I I I I I t •� i d8 ,/``` F4.0 Q) \ I I---I--_j / \ F4.0 3" CONCRETE RAT SLA (UNREINFORCED). T�OF SLAB EL. = 21 111 Devonshire Street,Boston,MA 02109 • � 8 ° . . .� 617 695 6700 8'_ / 6°° S300 1,_0„ 12" DIAMETER CONCRETE COLUM r WITH (6) #6 VERTICAL BARS AND --- — f ---� S AT III�IIIIIII�I(I II)IId IiIIi I(Id I III I md.�A•.'°d•-• /°♦l •`♦. `5\'-0`" ��;� - `* •IIIII1IIIIIIiIIII i®•,d.�.'.;• IIIIIIIII �IIIIIIIIIiI— III '•,. iIIIiIII(IIIIII•II�IIII � d �O ---1• -1"— . --.— �. �J— IIIIIIIIIIIIIIIIIIIIIIIIIIII I , IIIIIIIIIIIIIIII1IIIIIII ----- #3@12" O.C. HOOP STIRRUPS, TYPICAL 12" THICKRE-NFQR _ _ _ - - - _C@NC&ETE WALLS, TYPICAL. WITH #4@48 9C, VERTICAL L—T--J F4.0Z0', HORIZONTAL EACH FACE. EACH FACE AND #4 " S300 _ REINFORCED II�IiIIIIIII III ((II I i I ONCR-_ETE PROVIDE (4) #6 VERTICAL FOUNDATION ALL. TYPICAL 1-_2 „ EACH END THICKNESS. EINFORCE WITH O.0 VERTICAL D HORIZONTAL, NSIDE FACE —4yd WALL FOR SUPPORT OF STAIR. COORDINATE LOCATION WITH STAIR DESIGN UNEXCAVATED D AT d° THISLEVEL 2 d S300 —————----- PO6" STEM WALL TO SUPT EXTERIOR DECK. REINFORCWITH #4@24" 0/C VERTICAL AND HORIZONTAL, CENTERE TYPICAL ALL AROUND DEJK 4-0x4 -0 x12 CONCRETE SPREAD FOOTING, F4.0 REINFORCED WITH (5) #5 BARS EACH WAY BOTTOM _—LN"O REINFORCED CONCRETE FOUNDATION WALL. TYPICAL 12 THICKNESS. REINFORCE WITH #4@24O.C. VERTICAL AND HORIZONTAL, INSIDE FACE . . . . . . I _ F11 BUILDING OUTLINE ABOVE 6x6 WOOD POST HSS4x4x5/6 STEEL POST, HOT-DIP GALVANIZED (OR PAINTED) IN CRAWL SPACE - - - - - - - - - - — - - - - - - - - � - - - - - - oj 2 N PROJECT 1517 — ma.rr�vl! DRAWN: MS .y. " �� '-10"NOiES: 1BOTTOM OF ALL FOOTINGS SHALL BE ELEVATION 22'-0" UNLESS NOTED OTHERWISE CHECKED: BR OIJ PLAN THUS 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL OR COMPACTED DATE: 03.25.2016 STRUCTURAL FILL WITH A MINIMUM ALLOWABLE BEARING CAPACITY OF 3 TONS PER SQUARE FOOT. IF SUITABLE BEARING SOILS ARE NOT FOUND AT BOTTOM OF FOOTING ELEVATIONS SHOWN HERE CONTRACTOR IS TO EXCAVATE TO SUITABLE BEARING AND SCALE: AS NOTED EITHER EXTEND FOOTING DOWN OR PROVIDE COMPACTED STRUCTURAL FILL PER REQUIREMENTS OF GEOTECHNICAL REPORT. 3. S=E ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND LAYOUT NOT SHOWN HERE. 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRAMING WITH MECHANICAL, FOUNDATION PLA��. N PLUMBING, AND ELECTRICAL SYSTEMS. F4.0 2'-3' FOUNDATION PLAN 7'-10" 2'-3" �-(J4 S-100 SCALE: 14>=1 -0 SILMAN#16956I 20„ - - - - - - . . . . . . f s�� A B C D E F 10'-0" 14'-0" 10'-6" 11'-0" LEVIN 12'-6" HOUSE I I I I I II I \ ( I I ( II 29821 MAIN ROAD ORIENT, NY 11957 1A S300 REVISION DATE ! 8 CMU WALL, GROUTED SOLID. EXTERIOR DECK ABOVE.I S-102 FOR DECK PROVIDE ____ REINFORCEMENT. PRICING SET 03.25.2016 7 33 / CMU BEGINS 1'-0" BELOW r `�` I I 00 I FOUNDATIONS I S300 FILING SET 05.27.2016 GRADE — ``'�.,.�`' / P •• '. °• .a• ' .••:. . w .� a :. : a.d .e ° • •.G '• •. �' ... 4 e• .• Qa 4•, 'a de •' • d ` `` I . ..• a ,e. I••. e .4. QO" .A • . ': d. e. • .• e e 'd. Lr Lr Lr I 2 S300 orI rn r ' ❑ ❑ 0 on •• • r d � I I I 1 3'—O"x3'—O" OPENING FOR HATCH TO 'r'i� I I I 1 "L n CRAWL SPACE (HATCH BY 0THRS). m4 r � � <• ( � I ( I I I ill Devonshire Street,Boston,MA 02109 .` ;• I 617 695 6700 r S300 5300 I J_j o ------ -------- ---- ---- -- -- - 4 I I Sw-# � - 2 I L ---- --- Z 20_ „ — �0 I ' I CRETE STEM. SEE N TES. / CONCRETE EQUIPMENT PAD. SEE "YP1L _ DETAILS. COORDINATE LAYOUT AND SIZE J I I I `" I WITH ARCHITECTURAL AND MECHANICAL 6x6 WOOD POST UP i DRAWINGS, AND MANUFACTURER'S r I I REQUIREMENTS. I I I I I I I �- 7 LEGEND: FOUNDATION -- — 5 EXTERIOR SLAB I I I ( I L————� SPAN OF 113/a" TJI/f'RO 230 AT 16" O.C. (BY d ` ' '�'°�' : :.a. FOR STORAGE I ON GRADE.REINFORCE WITH I I I I 1 iLEVEL OR APPROVED EQUAL). UNDERSIDE FENCE I I I SHALL BE WATERPROOFED SO THAT FLOOR I DETAIL.WWR TYPICAL FRAMING IS WITHIN THE ENVELOPECONCRETE STEM. SEE NOTES I ( I I I I I 1 —— SPAN OF (2) 1%4"x117/8" 2.0E LVL WOOD BEAM (BY iLEVEL OR APPROVED EQUAL) I 2 I I I I i S300 � WOOD STUD BEARING/SHEAR WALL. ASSUME 2x6 16" O.C. FOR EXTERIOR WALLS AND 2x4 ® L————— — —— 16" O.0 FOR INTERIOR WALLS REINFORCED CONCRETE WALL I I I I I I I ( I ———— REINFORCED CONCRETE WALL BELOW I I I II I I I — - — - — - — BUILDING OUTLINE ABOVE i I •I I I I ,> I 1:1HSS4x4x5/6 STEEL POST II I i II 2x8 JOISTS AT 16 0/C I I 1 (PRESSURE TREATED) AT S��1 EXTERIOR DECK I� LO INDICATES PERIMETER WOOD BEARING WA'_L CONSISTING OF: I L_ —�("------------------�I STRUCTURAL 2x6 AT 16" ON CENTER ON OUTSIDE FACE, 4" 2X4 AT 16 0 C ON INSIDE INSULATION, NON—STRUCTURAL " / FACE. SEE SHEAR WALL SCHEDULE ON S-206 FOR ADDITIONAL INFORMATION, INCLUDING ANCHORS, END POSTS (NOT SHOWN ON PLAN), HOLD DOWNS, ETC. SEE ARCHITECTURAL DRAWINGS FOR FULL ASSEMBLY INCLUDING �I CLADDING, INSULATION SPECIFICATION, ETC. (ALL EXTERIOR STUDS TO BE KILN DRIED). SHEATHING IS TO BE AT 2X6 II 1 I I I 1 PER TYPICAL DETAILS AND SHEAR WALL. FLOOR FRAMING IS NOTES: — — — — — — — — — — — — — — — — — — - - - SUPPORTED —SUPPORTED ON STRUCTURAL 2X6. �° REINFORCE 1. PROVIDE 6 WIDE CONCRETE STEM AT TOP OF WALL, THIS LEVEL. SW—# WITH TYPICAL FOUNDATION WALL REINFORCING. TOP OF STEM TO BE 1Y" BELOW I I• I 1 1 INDICATES WOOD SHEAR WALL CONSISTING OF: STRUCTURAL TOP OF FLOOR JOIST ELEVATION. I) I I 2x6 AT 16" ON CENTER ON OUTSIDE FACE, 4" INSULATION, NON—STRUCTURAL 2X4 AT 16" 0/C ON INSIDE FACE. SEE 2. TOP OF FINISHED FLOOR ELEVATION TO BE EL. ____ U.O.N. THUS SHEAR WALL SCHEDULE ON S-206 FOR ADDITIONAL I I PROJECT#: 1517 INFORMATION,HOD DOWNS,ANCHORS, SEE ARCHITECTURALT SHOWN DRAWINGS 3. TOP OF WOOD JOIST TO BE 2Y" BELOW TOP OF FINISHED FLOOR I I I I� ( I ( Al fk0" Y ON PLAN), p FOR FULL ASSEMBLY,. INCLUDING CLADDING, INSULATION I +' >, ' 4. TOP OF WALL SHELF TO BE 3 BELOW BOTTOM OF JOIST. I DRAWN: MS ��i r SPECIFICATION, ETC. (ALL EXTERIOR STUDS TO BE KILN +� DRIED). SHEATHING IS TO BE AT 2X6 PER TYPICAL DETAILS 5. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND LAYOUT NOT SHOWN ( I O (I I ( I CHECKED; BR AND SHEAR WALL. FLOOR FRAMING IS SUPPORTED ON HERE. STRUCTURAL 2X6. II I II I 1 1 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRAMING WITH MECHANICAL, I I ( (( I I ( DATE: 03.25.2016 PLUMBING, AND ELECTRICAL SYSTEMS. 7. SEE TYPICAL DETAILS FOR TJI TYPICAL DETAILS, INCLUDING ALLOWABLE CUTS FOR I I SCALE: AS NOTED N PLUMBING. I I (I I ( I 8. ALL STEEL POSTS TO BE BRACED AT EACH LEVEL. SEE TYPICAL DETAIL. it I Imo• - • - - - • - - - - - - - • --- I I LOWER LEVEL FRAMING it I I it I I PLAN ' e r_i " LOWER LEVEL FRAMING PLAN S-101 SCALE: 1/4"=1'—O" DESIGN LOADS ( ( I g DEAD LOAD: 25 PSF (WOOD FLOOR) II I i LIVE LOAD: 40 PSF (INTERIOR RESIDENTIAL) I n SILMAN#16956 A 10'-0" 14'-0" 10'-6"B C D E F LEVIN 11'-0" 12'-6" T -- -- -- -- -- -- ---------- HOUSE 8 1 (4) 2x12 ARESSURE TREATED18" DIAMETER i(4) 2x12 PRESSURE TREATED I i S VERTICAL BARSAANDT#3EHOOP PIER PTIRRUPS AT i m I o f I n I �> 1 0 12 0/C (MINIMUM 5). TYPICAL, 4 , i I 1 1 \ LOCATIONS. BOTTOM OF SONOT BES SHALL I I ,g I I I 29821 MAIN ROAD BEAR 4'-0" BELOW TOP OF GIDE �, I o I ORIENT, NY 11957 i lo U � 4 2x12 PRESSURE TREATED v= _ ,� ( )_ EX ERIOR DECK I t°Iw w I cD lw w I DATE WOOD MULLION I I a 0- I `� N �, I POST, TYPICAL 1 1A I I X 1B ' olw NI oIw N I 16 �I I PRICING SET 03.25.2016 N 7 S300 I N S300 C14 a- N Nlo N STEP IN TOP ®�j o S300 w I FILING SET 05.27.2016 I I ^I I OF WALL C14( N I N � =I SEE S-101 FOR MASONRY / `� \ I / 1 I I J �I I J "I Lli ;\ REINFORCEMENT AND N INFORMATION ------------------ -------------- ------------ - -I --- ------------ 1 CORNER 6x6 WOOD \� - ,_ .�� , POST, WITH STEEL X TIE / `\, '�� , �' SW- RODS ON WEST FACADE / / c�\ I \-, / i `� 1 i = 1 I i / _ I 3 LF i-z 42 , SPAIV�9F� LW , /, �1 \-9C\M / CONCRETE ON"t _18` ® � o (0 �a �� GAGE METAL DECK AT I I IN u ` HEARTH FLOOR z, W10x22 O 1 , I ol� I 1 �/j a-- 13-13 I N 1 n- F 1 I I \M00� Ld Irf Ld - -- -- -- -- \ i_ � w ZD 0- I I I I 0 O � I / I 1 N � Xp I XO 1 I o cn o cn I I r 111 Devonshire Street,Boston,MA 02109 / \ \ CLtjLlu / V 10x2 1 6i7 695 6700 W10x22 SW- TRANSITION FROM TJ_I`Tfl- Z 2p 2x FLOOR FRAMING (EDGE` f OF PORCH) L 6 6 WOOD POST I I � I I I I I I i I I Y 4y ME I , I I I I I I I I I N I I I ( LEGEND: I I I --—7 SPAN OF 117/" TJI,/PRO 230 AT 16" O.C. (BY I I I ( ( 1 iLEVEL OR APPROVED EQUAL). UNDERSIDE I SHALL BE WATERPROOFED SO THAT FLOOR FRAMING IS WITHIN THE ENVELOPE 2x12 @ 16 0/C SPAN OF 2x12 PRESSURE TREATED FLOOR -- PRESSURE TREATEDJOISTS. AT EACH PORCH POST PROVIDE W/ (3) AT 1I I _7 POSTS _ BUILT-UP MEMBER. CONSISTING OF (3) 2x12s I I I I I 6x6 WOOD AT THE TWO JOISTS CLOSEST TO THE POST 1 i POST UP (2) 1/4 x11 / 2.0E LVL WOOD BEAM (BY iLEVEL OR APPROVED EQUAL) GLULAM (2) 8%4"x16Y" 24F--V4 GLULAM BEAMS. BEAMS TJIs CANTILEVERED OVER GLULAM TO HAVE ARCHITECTURAL FRAMING APPEARANCE I I GRADE. GLULAM BEAMS ARE EXTERIOR. BEAM. PROVIDE THERMAL INSULATION i PAD BETWEEN TOP OF GLULAM AND STEEL BEAM UNDERSIDE OF TJIs TO COINCIDE WITH J I I THERMAL/WATERPROOF ENVELOPE I cel I I I I WOOD STUD BEARING/SHEAR WALL. ASSUME 2x6 I ❑ ❑ @ 16" O.C. FOR EXTERIOR WALLS AND 2x4 @ I I I I 1 16" O.0 FOR INTERIOR WALLS I ( s ❑ GLUCAN HSS STEEL POST U O COLUMN DOWN ONLY II I I I • i I I I II I I I 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 I I I I II I I I FACE. SEE SHEAR WALL SCHEDULE ON S-206 FOR ADDITIONAL INFORMATION, INCLUDING ANCHORS, END POSTS (NOT SHOWN ON PLAN), HOLD DOWNS, ETC. SEE I ARCHITECTURAL DRAWINGS FOR FULL ASSEMBLY, INCLUDING CLADDING, INSULATION SPECIFICATION, ETC. (ALL EXTERIOR NOTES: STUDS TO BE KILN DRIED). SHEATHING IS TO BE AT 2X6 1. TOP OF FINISHED FLOOR ELEVATION TO BE EL. _�_ U.O.N. THUS PER TYPICAL DETAILS AND SHEAR WALL. FLOOR FRAMING IS SUPPORTED ON STRUCTURAL 2X6. 2. TOP OF WOOD JOIST TO BE 2Y" BELOW TOP OF FINISHED FLOOR -- --�—_ -- -- r— --� 1 I I I PROJECT#: 1517 �"- OF E'I pPp��"✓ d y INDICATED PERIMETER WOOD BEARING WALL BELOW 3. TOP OF WALL SHELF TO BE 3" BELOW BOTTOM OF JOIST I I F 'p DRAWN: MS sw-# INDICATES WOOD SHEAR WALL CONSISTING OF: STRUCTURAL 4. GLULAM BEAMS ARE EXTERIOR AND SIT BELOW MAIN HOUSE FRAMING, TOP OF 2x6 AT 16" ON CENTER ON OUTSIDE FACE, 4" INSULATION, GLUCAN BEAM SHALL BE 1" BELOW BOTTOM OF TYPICAL INTERIOR JOIST. NON-STRUCTURAL 2X4 AT 16" 0/C ON INSIDE FACE. SEE CHECKED: BR SHEAR WALL SCHEDULE ON S-206 FOR ADDITIONAL 5. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND LAYOUT NOT SHOWN INFORMATION, INCLUDING ANCHORS, END POSTS (NOT SHOWN HERE. DATE: 03.25.2016 ON PLAN), HOLD DOWNS, ETC. SEE ARCHITECTURAL DRAWINGS I _ ASSEMBLY, INCLUDING CLADDING INSULATION 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRAMING WITH MECHANICAL, FOR FULL ASSE , I I _ ' °' _`,�• SPECIFICATION, ETC. (ALL EXTERIOR STUDS TO BE KILN PLUMBING, AND ELECTRICAL SYSTEMS. D . SHEATHING IS TO BE AT 2X6 PER TYPICAL DETAILS I ( I I I SCALE: AS NOTED DRIED). I N 7. SEE TYPICAL DETAILS FOR TJI TYPICAL DETAILS, INCLUDING ALLOWABLE CUTS FOR AND SHEAR WALL. FLOOR FRAMING IS 'SUPPORTED ON STRUCTURAL 2X6. PLUMBING. cf' , SW-# EE TYPICAL DETAIL. I I GLULAM bd - - - INDICATES WOOD SHEAR WALL BELOW 8. ALL STEEL POSTS TO BE BRACED AT EACH LEVEL. S , I i —�r- __ I I I UPPER LEVEL FRAMING I -- -- �sZ __ . m PLAN III OI� I I i 1 UPPER LEVEL FRAMING PLAN ( I I i�l i w I N S-102 SCALE: 1/4"=l'-O" I I I ®IrY I I I GLULAM GLULAM ( I IN __ __ _ DESIGN LOADS , -- - -t - - - -- '�'— �— DEAD LOAD: 25 PSF (WOOD FLOOR) YLn, LIVE LOAD: 40 PSF (INTERIOR RESIDENTIAL) _ _ _ _ - _ _ _ _ SILMAN#16956 _ A B C D E F LEVIN 10'-0" 14'-0" 10'-6" 11'-0" 12'-6" HOUSE 29821 MAIN ROAD ORIENT, NY 11957 REVISION DATE WOOD MULLION r POST, TYPICAL , I I I I 1 PRICING SET 03.25.2016 C7FILING SET 05.27.2016 r \ I ( SEE S-101 FOR MASONRY REINFORCEMENT AND INFORMATION \'_�_` `' �` r _ _ _ __ _ - _ _ _ _ _ � I , inl Devonshire Street,Boston,MA 02109 6,17 695 6700 _ I LINE OF SLOPED ROOF TO _,VI _ - EAST. BUILD UP STUD KNEE WALL TO SUPPORT (4) 1%"x113/"" 12.0E LVL I (4) 1Y4"x117/"" 2.oE LVL SLOPED ROOF \ - - -- - - -- -- -- -- --E}- -- -- - - 201- 011 NON-THRUSTING / I i I I Y SKYLIGHT BY OTHERS I I I XI I I I I N I , I I I I I I I I I I I I I � ) I I I ❑ ❑ I I I I I fi N I I ( I I I I ❑ I I I 1 1 I LEGEND: NOTES: i I I I I i SPAN OF 117/" TJI/F'RO 230 AT 16" O.C. (BY 1. TOP OF FINISHED FLOOR ELEVATION TO BE EL. U.O.N. THUS iLEVEL OR APPROVED EQUAL). UNDERSIDE 2. TOP OF WOOD JOIST TO BE 2Y4" BELOW TOP OF FINISHED FLOOR 1 SHALL BE WATERPROOFED SO THAT FLOOR II I I I I I FRAMING IS WITHIN THE ENVELOPE3. TOP OF WALL SHELF TO BE 3" BELOW BOTTOM OF JOIST. PROJECT#: 1517 - rIIa 1,7 -- SPAN OF (2) 1%4"x1'I%8" 2.0E LVL WOOD BEAM 4. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND LAYOUT NOT SHOWN I I I 1 I i DRAWN: MS i (BY iLEVEL OR APPROVED EQUAL), UNLESS HERE. NOTED OTHERWISE IN PLAN CHECKED: BR 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRAMING WITH MECHANICAL, INDICATED PERIMETER WOOD BEARING WALL BELOW PLUMBING, AND ELECTRICAL SYSTEMS. _ ' SW- 6. SEE TYPICAL DETAILS FOR TJI TYPICAL DETAILS, INCLUDING ALLOWABLE CUTS FOR I I I I I I DATE: 03.25.2016 _ — _ INDICATES WOOD SHEAR WALL BELOW PLUMBING. SCALE: AS NOTED I I I I I 1 1 ROOF FRAMING PLAN s-1o3 SCALE: 1/4"=1'-0" I I I I I ROOF FRAMING PLAN DESIGN LOADS I DEAD LOAD: 15 PSF (ROOF) I I I I I I I I N LIVE LOAD: 32 PSF (FLAT ROOF SNOW) I OFT �— SILMAN#16956 GENERAL NOTES POST INSTALLED ADHESIVE AND MECHANICAL ANCHORS FRAMING LUMBER LEVIN 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. FOR 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: PROJECT SPECIFICATIONS, INCLUDING THE NEW YORK STATE RESIDENTIAL CODE, LATEST EDITION. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS, THE A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, "TIMBER CONSTRUCTION MANUAL" LATEST EDITION. HOUSE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ON-SITE INSTALLATION TRAINING FOR THE B. NATIONAL FOREST PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION," LATEST 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, SHEETING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT ANCHORING PRODUCTS SPECIFIED. PROVIDE STRUCTURAL ENGINEER OF RECORD WITH DOCUMENTED CONFIRMATION THAT ALL OF THE EDITION. PROPERTY AS PROJECT CONDITIONS REQUIRE. SHORING AND SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS PER ACI ENGINEER LICENSED IN THE PROJECT JURISDICTION HIRED BY THE CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND 318 APPENDIX D SECTION 9. NOTIFY ENGINEER OF RECORD PRIOR TO INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH SHALL BE KILN CALCULATIONS FOR THE OWNER'S REVIEW. STRUCTURAL DRAWINGS OR MANUFACTURER TECHNICAL DATA. ALL HOLES SHALL BE DRY CONCRETE AND HAMMER DRILLED UNLESS DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: OTHERWISE NOTED. RAFTERS AND JOISTS: DOUGLAS FIR-LARCH #2 OR HEM FIR #2 29821 MAIN ROAD 3. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 ORIENT, NY 11957 IN VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER, AND LIMITED FIELD OBSERVATIONS AND 2. MANUFACTURER DATA FOR ALTERNATE ANCHORAGE PROPOSED BY CONTRACTOR SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE OR HEM FIR STUD GRADE MEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT REVIEW AND APPROVAL. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: REVISION DATE DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS PUT IN PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL POST AND TIMBER: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 PLACE. PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC-ESR SHOWING COMPLIANCE WITH THE BEAMS AND STRINGERS: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 PRICING SET 03.25.2016 FOUNDATIONS RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY AND AVAILABILITY OF COMPREHENSIVE FILING SET 05.27.2016 INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND 4. PRESERVATIVE-TREATED WOOD: PROVIDE TREATED LUMBER COMPLYING WITH ACQ-D (CARBONATE). COPPER AZOLE (CA-B), OR 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING MINIMUM BEARING CAPACITY OF 6000 PSF. AS SPECIFIED BY INSTALLATION TEMPERATURE AND MUST PROVIDE. INFORMATION ON THESE ITEMS. SODIUM BORATE (SBX (DOT) WITH NaS10/2) AT ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR AS OTHERWISE THE GEOTECHNICAL EVALUATION (PREPARED BY J.R. HOLZMACHER, DATED MARCH 3, 2016). ADEQUACY OF BEARING STRATUM SHALL INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ACZA TREATMENT IS NOT PERMITTED. TREATED LUMBER AND/OR PLYWOOD BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE. ALL NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED 3. UNLESS OTHERWISE INDICATED, POST INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILTI HIT - HY200 INTO CONCRETE OR HILTI SHALL BEAR THE LABEL OF AN ACCREDITED AGENCY SHOWING 0.40 PCF RETENTION. WHERE LUMBER AND/OR PLYWOOD IS CUT OR AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. CONTRACTOR'S OPTION TO PROVIDE COMPACTED STRUCTURAL FILL HIT - HY 70 INTO BRICK MASONRY OR GROUT FILLED CMU OR UNGROUTED CMU BASE MATERIAL. PROVIDE MESH SCREEN IN DRILLED AFTER TREATMENT, THE TREATED SURFACE SHALL BE FIELD-TREATED WITH COPPER NAPTHENATE (THE CONCENTRATION OF FROM TOP OF ADEQUATE SOIL TO BOTTOM OF FOOTING IN LIEU OF EXTENDING FOOTING DOWN. UNGROUTED CMU. WHICH SHALL CONTAIN A MINIMUM OF 2% COPPER METAL) BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTAINED 4. EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED ON THE ABSORBS NO MORE PRESERVATIVE. REFER TO NOTES 2 AND 3 FOR SPECIES AND GRADE OF WOOD UNLESS OTHERWISE NOTED ON THEIR 28 DAY STRENGTH. DRAWINGS THAT THE EXISTING REBARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND PLAN. SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS BY A MEANS APPROVED BY THE ENGINEER OF RECORD. 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL CONFORM TO THE LATEST EDITION 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 4'-0" BELOW FINAL GRADE. OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS. CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY WOOD STRUCTURAL PANEL SHEATHING ACCORDANCE WITH THE NFPA "MANUAL FOR HOUSE FRAMING" OR THE GOVERNING LOCAL/STATE BUILDING CODE. BORINGS AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS. 1. PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE END USE: "EXTERIOR" (PERMANENT 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF: THE GOVERNING LOCAL/STATE BUILDING CODE, (LATEST CONCRETE EXPOSURE), OR "EXPOSURE I" (CONSTRUCTION EXPOSURE ONLY) EDITION), OR THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS. 2. FLOOR SHEATHING: NOM. %" THICK T&G PLYWOOD (48/24 SPAN RATING), APA STURD-I-FLOOR, OR ADVANTECH SUBFLOOR. 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, MINIMUM 18 A. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 3. ROOF SHEATHING (STANDARD): NOM. 58" THICK T&G PLYWOOD (48/24 SPAN RATING). GAUGE, INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. (ACI 318), LATEST EDITION PER GOVERNING BUILDING CODE. Fri 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM STEEL OR FLITCH-PLATE GIRDER SET THESE GIRDERS 1/2" CLEAR B. ACI "MANUAL OF CONCRETE PRACTICE" LATEST EDITION 4. ROOF SHEATHING (UNDER SLATE OR CLAY TILE): NOM. Y4" THICK T&G PLYWOOD (48/24 SPAN RATING). C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) MANUAL OF STANDARD PRACTICE LATEST EDITION (MIN.) BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR SHRINKAGE. pfl 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, 5. WALL SHEATHING (STANDARD: NOM. Y2. THICK PLYWOOD (32/16 SPAN RATING). 9. STUD BEARING WALLS ARE TO BE 2 x 4 © 16"o/c. AT THE INTERIOR AND 2 x 6 @ 16"o/c. AT THE EXTERIOR, UNLESS NOTED 111 Devonshire Street,Boston,MA 02109 UNLESS OTHERWISE NOTED. OTHERWISE ON PLAN. 6. WALL SHEATHING (BEHIND SLATE, CLAY TILE, OR MASONRY VENEER): NOM. %4" THICK PLYWOOD (48/24 SPAN RATING). 617 695 6700 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED 7, USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW, WHERE REQUIRED INSTALL ADDITIONAL STUDS. OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI DETAILS AND DETAILING OF REINFORCEMENT , 11. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. (ACI 315), LATEST EDITION. 8. LEAVE Y6" SPACE AT ALL PLYWOOD PANEL END JOINTS AND Ys" SPACE AT ALL PANEL EDGE JOINTS. 4. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064, WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI. 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. 9. UNLESS NOTED OTHERWISE, WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS @ 4" O.C. AT EACH SHEET 5. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60. PERIMETER AND 12" O.C. ELSEWHERE. PROVIDE 2x6 BLOCKING AT ALL FREE EDGES. 13. USE DOUBLE STUDS @ ENDS OF WALL AND ENDS OF WALL OPENINGS. 6. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. MINIMUM CONCRETE 10. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS © 6" O.C. AT EACH SHEET 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO PERIMETER AND 12 O.C. ELSEWHERE. THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" (NOM.) AT INTERIOR WALLS AND 6" (NOM.) AT EXTERIOR BETWEEN SLEEVES SHALL BE 6". WALLS UNLESS OTHERWISE NOTED. 7. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. 11. ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE AND #8 SCREWS 6" O.C. AT EACH SHEET PERIMETER AND 12" O.C. ELSEWHERE, UNLESS NOTED OTHERWISE. 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. 8. PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: Y4" ENGINEERED WOOD PRODUCTS 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8' o/c. SLABS: /4" BEAMS, COLUMNS: 1Y2" 17. BUILT UP BEAMS LESS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 2 - 16D NAILS @16"o c. BUILT UP BEAMS GREATER FOOTINGS: 3" 1. WOOD I-JOISTS: PROVIDE ENGINEERED WOOD I-JOISTS, SIZES AND SERIES AS SHOWN, AS MANUFACTURED BY WEYERHAEUSER OR / EXTERIOR WALLS: 2" FOR #6 OR LARGER, 1Y2" FOR #5 OF SMALLER APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS, THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 3 - 16D NAILS @16"o/c. INCLUDING CONSTRUCTION BRACING, MINIMUM BEARING LENGTHS, WEB STIFFENERS, SQUASH BLOCKS, BLOCKING, KNOCK-OUTS AND INTERIOR WALLS: %" HOLES, ETC. 18. WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD WALLS AT EACH FLOOR. (1" x 4" BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2 - 10D NAILS.) 9. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO 2. RIM BOARDS: PROVIDE CONTINUOUS 1Y4" THICK RIM BOARDS, TIMBERSTRAND LSL AS MANUFACTURED BY WEYERHAEUSER OR CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED 'SHOP DRAWINGS. APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR 19. CHIMNEYS: ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP. CHIMNEY SHALL BE FACED WITH 10. CLEAN AND ROUGHEN TO Y4" AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. PLATFORMS. Y2" APA GRADED FIRE-RETARDANT PLYWOOD GLUED & SCREWED TO STUDS. WHERE WALLS EXCEED 4'-0" IN WIDTH, INSTALL DIAGONAL METAL BRACING AT INSIDE FACE OF CHIMNEY AT ALL FOUR WALLS 11. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND EMBED ITEMS. 3. 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 20. WHERE CANTILEVERED BEAMS ARE INDICATED, THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN UPLIFT OF 1000 LBS. 12. REINFORCING DOWELS, WATERSTOPS AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED PRIOR TO CONCRETE AND DETAILS. MIN., U.N.O. PLACEMENT. WET-SETTING OF EMBEDDED ITEMS IS NOT PERMITTED. �� 4. GLUED LAMINATED TIMBER (SOFTWOOD): PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, IN ACCORDANCE WITH AITC 117-04 DESIGN 21. NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL. STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES. UNLESS NOTED OTHERWISE, ALL LAMINATIONS SHALL BE SOUTHERN PINE. 22• WOOD HEADER SCHEDULE STRUCTURAL STEEL ROUGH OPENING WIDTH HEADER 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: CONCRETE BLOCK2 x 4 WALL 2 x 6 WALL A. AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL LESS THAN 3'-0" (2) 2 x 6 (3) 2 x 8 BUILDINGS AND BRIDGES" LATEST EDITION PER GOVERNING CODE. 1. ALL CONCRETE BLOCK WORK SHALL CONFORM TO THE "NATIONAL CONCRETE MASONRY ASSOCIATION TEK MANUAL FOR DESIGN AND 3'-1 TO 4'-0" (2) 2 x 8 (3) 2 x 8 B. AMERICAN WELDING SOCIETY (AWS D1.1) "STRUCTURAL WELDING CODE - STEEL". CONSTRUCTION OF CONCRETE MASONRY," LATEST EDITION AND "ACI 530-BUILDING CODE REQUIREMENTS FOR MASONRY 4'-1" TO 6'-0" (2) 2 x 10 (3) 2 x 10 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: STRUCTURES", LATEST EDITION PER GOVERNING CODE. 6'-1" TO 8'-0" (2) 2 x 12 (3) 2 x 12 OVER 8'-0" SEE PLANS SEE PLANS A. WIDE FLANGE BEAMS, COLUMNS AND STRUCTURAL TEES: ASTM A992 2. CONCRETE BLOCK SHALL BE OF LIGHTWEIGHT AGGREGATE AND CONFORM TO THE FOLLOWING STANDARDS: SOLID/HOLLOW BLOCK: B. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B ASTM C90. NOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-0' WIDE, C. STRUCTURAL PIPE SECTIONS: ASTM A53, GRADE B. D. CHANNELS, ANGLES AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED. (2) JACK STUDS FOR SPANS LESS THAN 8'-0" WIDE, E. BOLTED CONNECTIONS OF BEAMS/GIRDERS ARE TO BE DESIGNED AS FOLLOWS: NET AREA COMPRESSIVE STRENGTH NET AREA COMPRESSIVE STRENGTH (3) JACK STUDS FOR SPANS OVER 8'-0" WIDE. a. ASTM A325, ASTM F1852, ASTM A490 OR ASTM F2280 BOLTS IN BEARING TYPE CONNECTIONS (%4" DIAMETER OF CONCRETE MASONRY UNIT, PSI OF MASONRY ASSEMBLY, F'm, PSI 23. ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED G185 (1.85 OZ OF ZINC PER MINIMUM WITH HARDENED WASHERS). USING TYPE S MORTAR SQUARE FOOT). ALTERNATIVELY, STAINLESS STEEL CONNECTIONS MAY BE USED. FASTENERS SHALL MATCH THE HANGER FINISH AND F. ANCHOR BOLTS: ASTM F1554, GRADE 36. 1900 1500 MATERIAL. 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS, AND SHALL BE SELECTED OR COMPLETED BY AN UNLESS OTHERWISE NOTED ON PLANS AND/ OR ELEVATIONS, CONCRETE BLOCK UNIT STRENGTH SHALL BE 1900 PSI MIN. 24. WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS, PROVIDE FULL-SECTION BLOCKING FOR 3 BAYS ❑ ❑ EXPERIENCED STEEL DETAILER, UTILIZING ASD OR LRFD LOADS AND PROCEDURES. NOTE: CONCRETE BLOCK WITH UNIT STRENGTH HIGHER THAN 1900 PSI GENERALLY REQUIRE LONGER DELIVERY LEAD TIMES. @ 4'-0" O.C. MAX. WHERE SHEATHING IS NOT CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST. PROVIDE 18 GA x 1-1/2" 4. MINIMUM WELD SIZE IS Y4" FILLET UNLESS NOTED OTHERWISE. 3. ALL MORTAR SHALL BE ASTM C270, TYPE S. x 1'-0" (MIN.) FLAT TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS. 5. FIELD CUTTING OR BURNING OF STEEL, IS PROHIBITED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE STRUCTURAL 4. ALL GROUT FOR FILLING CELLS SHALL BE ASTM C 476 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI BUT NOT LESS THAN 25. ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH Y" DIA. HEADED ANCHOR BOLTS (ASTM ENGINEER OF RECORD (IN WHICH CASE ALL BURNING OF STEEL MUST CONFORM TO THE THERMAL CUTTING REQUIREMENTS OF AISC THE COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLY, F'M". WHERE GROUT CELLS DO NOT EXCEED 4" IN DIAMETER FINE F1554) © 4'-0" O.C. AND WITHIN 12" OF ALL SILL PLATES SPLICES. (MIN, 7" EMBED.) AND AWS). GROUT SHALL BE USED. ❑ 6. WELDING SHALL BE PERFORMED BY CERTIFIED LICENSED, AWS-QUALIFIED WELDERS. ELECTRODES SHALL BE AWS 5.1, CLASS E70XX. 5. ALL BLOCK DIMENSIONS INDICATED ON STRUCTURAL PLANS ARE NOMINAL DIMENSIONS. SPECIAL INSPECTIONS 7. SHOP PAINT EXTERIOR EXPOSED STEEL MEMBERS AND ALL STEEL MEMBERS AT THE EXTERIOR WALL WITH TNEMEC #10-99 OR 6. ALL CONCRETE BLOCK BELOW GRADE SHALL BE FILLED SOLID WITH GROUT. 1. INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE OWNER FOR APPROVED EQUAL (EXCEPT FOR MEMBERS TO BE HOT-DIP GALVANIZED). THE FOLLOWING ITEMS: 7. CONCRETE BLOCK BELOW BEAM OR TRUSS BEARING POINTS SHALL BE FILLED SOLID FOR A MINIMUM OF TWO COURSES IN DEPTH A. STEEL CONSTRUCTION (IBC 1704.3, TABLE 1704.3) 8. FIELD PAINT ALL EXTERIOR EXPOSED MEMBERS WITH TNEMEC 530 OMNITHANE OR APPROVED EQUAL. AND A MINIMUM OF 32" IN WIDTH, U.O.N. i. WELDING (IBC 1704.3.1) ii. DETAILS (IBC 1704.3.2) 9. SHOP AND ERECTION DRAWINGS SHALT_ BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION 8. INSTALL STANDARD WEIGHT LADDER JOINT REINFORCEMENT AT 16" 0/C (SPACED VERTICALLY). iii. HIGH-STRENGTH BOLTING (IBC 1704.3.3) OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. B. CONCRETE CONSTRUCTION (IBC 1704.4, TABLE 1704.4) 9. GROUT ALL REINFORCED CELLS SOLID. PROVIDE DOWELS TO MATCH VERTICAL REINFORCING AT FOUNDATION. i. MATERIALS (IBC 1704.4.1) 10. PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS. CSOILS (IBC 17047TABLE 17047) PROJECT#: 1517 10. WHERE CMU C. . , . IS SUPPORTED ON STRUCTURAL STEEL MEMBERS, PROVIDE WELDED REBAR DOWELS BETWEEN STEEL AND CMU. DOWELS TO MATCH SIZE AND SPACING OF CMU REINFORCEMENT, AND MUST PROVIDE FULL TENSION LAP SPLICE WITH CMU REINFORCEMENT. '. DOWELS MUST BE WELDABLE AND CONFORM TO ASTM A706, GRADE 60. THE TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING DEPARTMENT. A Op �� DRAWN: MS CHECKED: BR DATE: 03.25.2016 SCALE: AS NOTED ` GENERAL NOTES AND DESIGN PARAMETERS SILMAN#16956 ` LEVIN SLAB ON GRADE :SAW CUT SLAB REINFORCEMENT DEFORMED BAR TENSION DEVELOPMENT LENGTH HOUSE 'IY" DEEP SLAB ON GRADE (MESH OR REBAR) W'W'F' THICKNESS "t" FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS JOINTS BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI SIZE CONCRETE CONCRETE CONCRETE CONCRETE —T x x 7 ° �cx—�-x a�c x ° x x� 29821 MAIN ROAD a a. 2–#4 @ 3x4 –0 LONG ORIENT, NY 11957 d ° ADDITIONAL AT ALL CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II J 1 REENTRANT CORNERS #3 17 25 15 22 13 20 12 18 DEPTH OF THICKENED 2 SLAB = 1Y2" TIME SLAB #4 22 33 19 29 17 26 16 24 REVISION DATE THICKNESS "t" 2"x3" CONTINUOUS SLAB EDGE #5 28 42 24 36 22 32 20 30 PRICING SET 03.25.2016 KEY #6 33 50 29 43 26 39 24 35 FILING SET 05.27.2016 CONCRETE PIER OR STEEL COLUMN #7 48 72 42 63 38 56 34 51 (SEE PLAN) #8 55 83 48 72 43 64 39 59 SAWED CONTRACTION JOINT CONSTRUCTION JOINT ISOLATION JOINT AT COLUMN ADDITIONAL REINFORCEMENT #9 62 93 54 81 48 72 44 66 MAXIMUM DISTANCE BETWEEN AT ALL RE-ENTRANT CORNERS #10 70 105 61 91 54 81 50 74 CONTRACTION JOINTS IN INCHES #11 78 116 1 67 1 101 60 1 90 155 182 IS 36 TIMES SLAB THICKNESS DEFORMED TENSION BAR NOTES: 1. FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT, TENSION d „ WATERSTOP DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.3x THE VALUES GIVEN. 2. FOR EPDXY–COATED BARS: a a. WHERE CONCRETE COVER IS LESS THAN 3x BAR DIAMETER, OR CLEAR SPACING IS LESS THAN CONCRETE SLAB 2" COVER MIN. (OR AS REQ'D NOTES: 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 6"x6" W2.0 x W2.0 W.W.F. BY WATERSTOP MANUF.) 1.5x THE VALUES GIVEN. •. n ° 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS b. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3x BAR DIAMETER AND CLEAR SPACING an m WHERE EACH SINGLE STRIP DOES NOT EXCEED 36 TIMES IS GREATER THAN 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH -x x-:.�a �- a x—xa X x— ° x..' x. SLAB THICKNESS WIDTH IN INCHES. • a 3[,n SHALL BE 1.2x THE VALUES GIVEN. WATERSTOP a D ° 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED ATA ill Devonshire Street,Boston,MA ozio9 CASE I; CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN BAR DIAMETER, CLEAR MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB COVER NOT LESS THAN BAR DIAMETER, AND STIRRUPS OR TIES THROUGHOUT DEVELOPMENT LENGTH 617 695 6700 • • THICKNESS. JOINTS SHALL BE SAWED NO LATER THAN 24 NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED HOURS AFTER CONCRETE IS PLACED. NOT LESS THAN 2x BAR DIAMETER AND CLEAR COVER NOT LESS THAN BAR DIAMETER. VAPOR BARRIER 3. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED CASE II: OTHER CASES TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE 10 MIL POLYETHYLENE \\/�\\/� 6" GRAVEL OR CONTENT. UNDISTURBED VAPOR BARRIER (NOT REQUIRED AT c v //'/ CRUSHED STONE DEFORMED BAR TENSION LAP SPLICE - CLASS B SOIL OR FILL EXTERIOR SLAB ON GRADE) UNDISTURBED SOIL 4 T R INFORRED CED RAT SLAB, REINFORCEMENT SHOWN HERE SNOT FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS 6" GRAVEL OR OR FILL CRUSHED STONE BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI SLAB ON GRADE SLAB-ON-GRADE & WALL INTERFACE SIZE CONCRETE CONCRETE CONCRETE CONCRETE CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II TYPICAL DETAILS SLAB ON GRADE #3 1 22 33 19 28 1 17 25 16 23 #4 29 43 25 37 23 34 21 31 #5 36 54 31 47 28 42 26 38 #6 43 65 37 56 34 50 31 46 ADDITIONAL BARS AT WOOD COLUMN TOP OF OPENING (2–#5) #7 63 94 54 81 49 73 45 67 #8 72 107 62 93 56 83 51 76 #9 81 121 70 105 63 94 57 86 PROVIDE ADDITIONAL BARS ISOLATION JOINT Y" MIN. 10 91 136 79 118 71 106 64 96 PARALLEL TO SIDES OF OPENING, SEE TYPICAL SLAB ON # EQUAL TO AREA OF INTERRUPTED GRADE DETAIL #11 101 151 87 131 78 117 71 1 107 BARS 2–#5 MIN. a . . a• < i (1)–#5 BAR ADDITIONAL EACH FACE OF WALL DEFORMED BAR COMPRESSION DEFORMED BAR COMPRESSION :. ;•:: CONCRETE SLAB DEVELOPMENT LENGTH LAP SPLICE DEVELOPMENT LENGTH B. EDDYING FOR NORMAL WEIGHT STONE CONCRETE FOR NORMAL WEIGHT STONE CONCRETE NOTES: EL. SEE PLAN STANDARD HOOK & UNCOATED BARS & UNCOATED BARS 1. HOOK ALL BARS INTERRUPTED BY OPENING. NOTES: BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT 1. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL WITH A MINIMUM SIZE CONCRETE CONCRETE CONCRETE CONCRETE SIZE CONCRETE CONCRETE CONCRETE CONCRETE LENGTH BEYOND OPNG., VERTICAL BARS TO BEARING CAPACITY AS SPECIFIED IN THE GENERAL NOTES. #3 9 8 8 8 #3 12 12 12 12 BE FULL STORY HEIGHT. TYPICAL DETAIL 2• FOR SIZE, DEPTH AND REINFORCING SEE FOOTING SCHEDULE. #4 11 10 9 9 #4 15 15 15 15 3. FOR TIES, VERTICAL BAR SPLICE AND DEVELOPMENT AND ADDITIONAL #5 14 12 12 12 #5 19 19 19 19 OPENINGS I N CONCRETE WALLS INFORMATION SEE "TYPICAL DETAIL CONCRETE COLUMN". #6 17 15 14 14 #6 23 23 23 23 o J #7 20 17 16 16 #7 27 27 27 27 ❑ ❑ z °", #8 22 19 18 18 #8 30 30 30 30 TYPICAL DETAIL SPREAD #9 25 22 21 21 #9 34 34 34 34 FOOTING AT WOOD COLUMN #10 28 25 23 23 #10 39 39 39 39 #11 31 27 26 26 #11 43 43 43 43 INSTALL BOTTOM OF BASE PLATE TEE-INTERSECTION FLUSH WITH CONCRETE WOOD POST– SEE PLAN FOR SIZE i (2)42" DIA. GALVANIZED A307 THRU BOLTS, NICK THREADS TO PREVENT BACK–OFF w GALVANIZED SIMPSON LCB/CBSTANDARD HOOK o S2 HORIZONTAL REINFORCING TO # / EQUAMN BASE OR APPROVED z RUN THRU UNINTERRUPTED 3@12 c oujCI- ,� EACH WAY COLU 4" U.N.O. 3 CL. HOOKED #3 DOWEL @ I \ ~ 18" o/c W/ MIN 2PROJECT#,: 1517 x %4" "'• ,_ • • ' EMBEDMENT IN C"i < II I II a ,caA Gip, . HY 200 ADHESIVE OR APPROVED EQUAL . " $:: ° II II D DRAWN: MS 1, 1 c > w7 . • � " . .a a' � • �L J� TENSION �� ;�,� rn � CHECKED: BR E. y i LAP SPLICE ' r`i ROUGHEN TO Y4" AMPLITUDE OR COAT CONTACT SURFACE WITH WATERSTOP J ~ DATE: 03.25.2016 LATEX BONDING AGENT I AT SUPPORTED SLAB AT SLAB ON GRADE , CORNER SCALE: AS NOTED NOTE: NOTES: 1. FOR SIZE AND LOCATION SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. I FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE TABLE. NOTE: MAXIMUM POUR LENGTHS: 2. CONCRETE FOR PADS SHALL BE NORMAL WEIGHT WITH Vc = 4,000 PSI. FOUNDATION WALL = 80'-0" TYPICAL DETAILS TYPICAL D ETAI L TYPICAL DETAIL EQUIPMENT PAD TYPICAL SUPPORT OF WOOD POSTS HORIZONTAL REINFORCEMENT AT CORNERS TYPICAL DETAIL SCALE: �"=1'-0" ON CONCRETE WALL/PIER,FOOTING AND JUNCTIONS OF WALLS AND BEAMS CONSTRUCTION JOINT CONCRETE WALL SCALE: 1"=l'–O" SILMAN#16956 PIPE/TUBE COLUMN SHEAR PLATE SHEAR PLATE LEVIN I I SHEAR PLATE A" MINIMUM Y4" CAP PLATE A" MINIMUM Y4" CAP PLATE Y4" MINIMUM 0 U S E STEEL BEAM 316 "-V\ STEEL BEAM STEEL BEAM i I COLUMN 29821 MAIN ROAD I I i I BASE PLATE i ♦ ♦ I I + l I I ♦ ORIENT, NY 11957 i l ♦ + I I + I I ♦ OML BOTTOM ELEVATION I ( I I I I I I REVISION DATE OF BASE PLATE ( , I J ♦ PRICING SET 03.25.2016 11 14 44 FILING SET 05.27.2016 OML TOP OF FOOTING PIER OR BUTTRESS Y I I — I Y4 I I A I I I NOTE: (4) %4" DIA. HEADED II PIPE/TUBE COLUMN I PIPE/TUBE COLUMN LEVELING PLATES I ANCHOR RODS. EMBED. NOTE: ARE NOT PERMITTED 1'-4" MAX. OR TO WITHIN 3" OF BOTTOM OF CAPACITY OF CONNECTION TO BE BASED FOOTING UPON REACTION AS DETERMINED FROM AISC UNIFORM LOAD TABLE. 2x (2) #5 ADDITIONA 2x (2) #5 ADDITIONAL EACH SIDE OF EACH SIDE OF 516 OPENING TYP. OPENING TYP. TYPICAL D ETAI L COLUMN WALL OPENING I I WALL OPENING STEEL BEAM TO STEEL PIPE/TUBE � TOP OF SLAB TOP OF SLAB COLUMN CONNECTION i m(o R,, n BASE PLATE + + in Devonshire Street,Boston,MA 02109 Fri pfl 617 695 6700 - REINFORCING AND DOWEL REINFORCING AND DOWELS BEAM THICKNESS - SHEAR REINFORCING AS ANCHOR BOLT PER TABLES PER TABLES SEE SCHEDULE I REQUIRED. PROVIDE 180' HOOK. SEE SCHEDULE + + NOTE: a i PROVIDE LINTELS AS REQUIRED OVER WALL OPENINGS. LINTEL BOND BEAM BLOCK ANCHOR HOLE 0 IN EDGE DISTANCE TYPICAL DETAIL REINFORCING FROM � OF FOR MASONRY WALLS SEEM DEPTH HORIZONTALEZSCHEDULE REINFORCING, BOLT SIZE BASER BOLT HOLE SCHEDULE 34"0 1 51s"o 27 1110 1 1316'O 2" 1 Y4'0 2 Y,s'O 2 Y2" 1 Y"0 2 %6'O 2 )T TYPICAL D ETAI L DEFORMED BAR TENSION COMPRESSION DEVELOPMENT I)d AND CMU BOND BEAM SCHEDULE COLUMN BASE PLATE LAP SPLICE LENGTH (Id) FOR UNCOATED BARS, ASD & STRENGTH BEAM BEAM HORIZONTAL SHEAR PIPE OR TUBE COLUMN DESIGN LENGTH THICKNESS DEPTH REINFORCING REINFORCING SCALE: 1"=l'—O" BAR 1500 PSI 2000 PSI 2500 PSI 3000 PSI8 SIZE MASONRY MASONRY MASONRY MASONRY 0 —0" — 4 —O" 6" (1 COURSE HIGH) 1 #5 #3 23 23 23 23 #4 30 30 30 30 NOTES: #5 39 38 38 38 57 49 45 45 1. ALL BOND BEAM BEAMS TO BE GROUTED SOLID FOR FULL LENGTH OF BEAM. (2)42" DIA. A307 #5 THRU-BOLTS; NICK THREADS 2. ALL CMU BOND BEAM TO HAVE MIN. 6" BEARING ON EACH END. TO PREVENT BACK-OFF #7 79 68 61 56 3. ALL BOND BEAMS (SPANNING) WITH NO MASONRY ABOVE TO BE SINGLE COURSE WITH (1) - #5 HORIZONTAL REINFORCING. SIMPSON TB1460S #8 87 75 67 61 4. ALL OTHER (NON-SPANNING) BOND BEAMS TO BE SINGLE COURSE WITH (2) - #4 COLLATED SCREW @ 3" O/C HORIZONTAL REINFORCING. SOLID FULL DEPTH BLOCKING; OR APPROVED EQUAL 5. VERTICAL PLACEMENT OF HORIZONTAL REINFORCEMENT IN ALL BOND BEAMS SHALL BE WIDTH, DEPTH TO MATCH MINIMUM (2) PER BLOCKING 3" FROM THE BOTTOM OF THE BEAM TO CENTER OF BAR, U.O.N. LINTEL JOIST/RAFTER MEMBER NOTES: REINFORCEMENT SHALL BE SUPPORTED BY WIRE CHAIRS. 6. HORIZONTAL PLACEMENT BETWEEN PARALLEL BARS SHALL NOT BE LESS THAN THE 1. TABLE ABOVE IS APPLICABLE TO BOTH ASD AND STRENGTH DESIGN. NOMINAL DIAMETER OF THE BARS OR 1". 4-[! 2. THE DEVELOPMENT/LAP SPLICE LENGTH OF EPDXY COATED REBAR SHOULD BE TAKEN AS 1.5x THE VALUE OF GIVEN ABOVE. TUBE POST 3. TABLES ABOVE BASED ON GRADE 60 REBAR AND NOMINAL BLOCK WIDTHS OF 6", 8 10 AND 12". TYPICAL D ETAI L CMU LINTEL ❑ ❑ BOND BEAM SCHEDULE ~i TYP. AT • ;/ TBOTTOM OP AND 3 s • 16„ TYPICAL STEEL BEAM ❑ A'�- -'H A PROVIDE Y” OAK SHIM WHEN BEARING, SHEAR B 0 LT LAYOUT OR PARTITION WALLS ARE LOCATED ABOVE DETAIL A - A BEAM OR WHEN BEAM FLANGE WIDTH IS PLAN AT TUBE Y2" DIA. A307 BOLTS GREATER THAN OR EQUAL TO 8" W/ WASHERS;; SAWN-LUMBER FLOOR JOIST Y2" DIAMETER COUNTER-BORED, A307 BOLTS, NOTE: BOLT-HEAD &t WASHER A STAGGERED TOP AND BOTTOM, SEE DETAIL A-A AT TJI FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. f L3x3xA T.O. JOIST I ( SOLID FULL DEPTH BLOCKING; PROJECT#`: 1517 I AS REQUIRED MULTIPLE MEMBER LVL T.O. STEEL BEAM DRAWN: MS �'��" ��A 0paF�� I BEAM; SEE PLAN �. ;. PIPE/TUBE POST � I I A � SECTION A-A 4 I CHECKED: BR ENGINEER TO VERIFY WOOD FLOOR JOIST ROOF RAFTER Y" DIA. BOLTS W/ WASHERS BOLTS & SPACING N DATE: 013.25.2016 ,`�•`'1� `6�6B, �� JOIST/ 16" O/C ® TOP & BOTTOM » W/ (2) BOLTS AT EACH END » I I (2)Y DIA. A307 THRU-BOLTS, NICK THREADS TO NOTES: TOP MOUNTED JOIST HANGER I� SCALE: AS NOTED I I PREVENT BACK-OFFs BY SIMPSON OR APPROVED EQUAL ®A TJI/LVL FLOOR JOISTS 1. USE 14„ x LVL, SEE PLAN. 9/16”. LVL/PSL/LSL BEAM; - SEE PLANS WEB BLOCKING AT TJI JOISTS I 2. MAXIMUM BOLT HOLE SIZE SHALL BE FOR SIZE PSL OR ANTHONY POWER 3 nP• BEAM BLOCKING SIMPSON FACE MOUNTED HANGER TYPICAL DETAILS 16 3. BOLTS SHALL NOT BE COUNTER-SUNK. (IUS @ WOOD FLOOR FINISHES. A-A PIPE TUBE POST BRACING TYPICAL MULTIPLE MEMBER MIU ® STONE/TILE FLOOR FINISHES) TYPICAL DETAIL AT' WOOD FRAMED FLOOR LEVELS TYPICAL STEELCONNECTION DETAIL TYPICAL SAWN-LUMBER LVL/TJI TO STEEL MEMBER SCALE: 1 Y"=1'—O" (FOR LVL BEAMS TO LVL,P S LZ LS L D ETAI L SCALE: 1 1/2"= 1'-0" %J)202 SILMAN#16956 LEVIN SIMPSON SSP TIE AT HOUSE INTERIOR STUD WALL EACH STUD, SEE NOTE 3 INTERIOR STUD WALL (NON-STRUCTURAL). SEE (NON-STRUCTURAL). SEE ARCH'L DWGS SEE S-206 FOR ANCHOR BOLTS AT ARCH'L DWGS SHEAR WALLS. AT PERIMETER BEARING I BEARING WALL ON (2)-2x — BEARING WALL ON (2)-2x WALLS, PROVIDE Yz" DIAMETER A307 CONTINUOUS PRESSURE 29821 MAIN ROAD SIMPSON SSP TIE AT CONTINUOUS PRESSURE ANCHOR BOLTS AT 4'-0" O.C. TREATED SILL PLATES ORIENT, NY 11957 EACH STUD, SEE NOTE 3 I TREATED SILL PLATES SIMPSON L ANGLE; TYPICAL BETWEEN BLOCKING AND RIM BOARD I CONTINUOUS %4" LSL CONTINUOUS 1Y4" LSL x TJI/LVL FLOOR JOISTS FACE-MOUNTED JOIST HANGERS REVISION DATE CONTINUOUS WATERSTOP, RIM BOARD RIM BOARD I BY SIMPSON OR APPROVED TYPICAL I EQUAL _ T.O. FINISH FLOOR CONTINUOUS WATERSTOP, I — _ — _ T.O. FINISH FLOOR T.O. INTERIOR FRAMING PRICING SET 03.25.2016 TYPICAL T.O. FOUNDATION STEM EL. SEE PLAN = EL. SEE PLAN EL. SEE PLAN ILL . — _ _ _ _ T.O. FINISH FLOOR FILING SET 05.27.2016 ` - T.O. FOUNDATION STEM T.O. JOISTS EL. SEE PLAN EL. SEE PLAN T.O. JOISTS %/ EL. SEE PLAN EL. SEE PLAN _ EL. SEE PLAN ❑/ T.O. JOISTS // EL. SEE PLAN T.O. INTERIOR SHELF \ \T T.O. INTERIOR SHELF \\,\\ T.O. INTERIOR SHELF EL. SEE PLAN. '� EL. SEE PLAN T.O. INTERIOR SHELF �'I EL. SEE PLAN SEE PLAN FOR REINFORCING EL. SEE PLAN SIZE AND SPACING .I TJI/LVL FLOOR JOISTS j FACE MOUNTED JOIST HANGERS TJI\LVL FLOOR JOISTS .i BY SIMPSON OR APPROVED EQUAL / WEB BLOCKING AT TJI JOISTS SEE FLAN FOR REINFORCING SEE PLAN FOR REINFORCING i WEB BLOCKING AT TJI JOISTS. •�, WITH WEB STIFFENERS %/, SIZE AND SPACING (2)-2x CONTINUOUS SILL SIZE AND SPACING @ TJI'S - TYPICAL PLATE-PRESSURE TREATEDi 4 FULL DEPTH BLOCKING TO SEE SHEAR WALL SCHEDULE FOR ANCHOR MATCH DEPTH OF JOISTS CONTINUOUS 3y"x JOIST DEPTH PSL LEDGER NOTES: I BOLTS AT SHEAR WALLS. AT PERIMETER NOTES: W/ Y4" DIAMETER HILTI HIT HY150 MAX. BEARING WALLS, PROVIDE Y" DIAMETER (2)-2x CONTINUOUS SILL EPDXY ADHESIVE WITH 5" EMBEDMENT AT 1. SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. A307 ANCHOR BOLTS AT 4'-0" O.C.; 1. SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. PLATE-PRESSURE TREATED 16" O.C. STAGGERED. PROVIDE A MINIMUM LOCATE WITHIN 12" OF CORNERS; 7" SEE SHEAR WALL SCHEDULE FOR OF (3) THREADED RODS PER LENGTH OF 2. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED MINIMUM EMBEDMENT 2. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED ANCHOR BOLTS AT SHEAR WALLS. LEDGER MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. AT PERIMETER BEARING WALLS, NOTES: 0 on PROVIDE Y" DIAMETER A307 Fri _bl 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE " 1. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED (vwn PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S LOCATE WITHIN 12 OFF PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S LCIHOR BOLTS AT 4 O.C.; MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. Son I m a RECOMMENDATIONS. RECOMMENDATIONS. LOCORNERS; 7" MINIMUM EMBEDMENT FOUNDATION WALL SECTION @ 111 Devonshire Street,Boston,MA 02109 FOUNDATION WALL SECTION @ JOISTS FOUNDATION WALL SECTION @ JOISTS 6176956700 BEARING ON FOUNDATION WALL WITH INTERIOR PARALLEL TO FOUNDATION WALL WITH INTERIOR JOISTS PERPENDICULAR TO LEDGER BEAM LEDGE AND STEM LEDGE AND STEM SIMPSON L? ANGLE; TYPICAL BETWEEN BEARING WALL ON FULL DEPTH BLOCKING TO MATCH LEDGER AND BLOCKING (1)-2x CONTINUOUSZ--7 --' WIDTH OF STUD WALL, TYPICAL BETWEEN PROVIDE WEB STIFFENERS AT TJI LOCATIONS SOLEPLATE FLOOR BLOCKING AT BEARING WALL ABOVE LOCATIONS TOP OF INTERIOR FRAMING EL. SEE PLAN ►- . — . — . T.O. FINISH FLOOR SIMPSON LSTA ?? STRAPS EL. SEE PLAN TIES ACROSS STUD ABOVE, ITJI/LVL FLOOR JOISTS \// o T.O. JOISTS RIM BOARD, STUD BELOW i y/ EL. SEE PLAN AND HEADER AT EACH I STUD LOCATION i ❑ — — — — T.O. FINISHED FL M WALL BOARD EL. SEE PLAN �// TJI/LVL FLOOR JOISTS GYPSUM I SEE PLAN FOR REINFORCING FACE-MOUNTED JOIST HANGERS BY ORIENTATION OF I SIZE AND SPACING �/ ° Q SIMPSON OR APPROVED EQUAL CORNER STUD MAY VARY FULL DEPTH BLOCKING TO GYPSUM WALL BOARD GYP BOARD AND/OR PLYWOOD SHEATHING I MATCH DEPTH OF JOISTS SEE SCHEDULE FOR 1Y4" LSL RIM BOARD — — — — — — CONTINUOUS r — — — — HEAR WALL TYPE CONTINUOUS 3Y x JOIST DEPTH PSL LEDGER SHIN EAR W/ Y4" DIAMETER HILTI HIT HY150 MAX. CONTINUOUS (2)-2x I ' EPDXY ADHESIVE WITH 5" EMBEDMENT AT SEE SHEAR WALL SCHEDULE SEE SHEAR WALL TOP PLATE I I PROVIDE WEB STIFFENERS SCHEDULE FOR AT TJI LOCATIONS 16" O.C. STAGGERED. PROVIDE A MINIMUM 16d NAILS Q FOR NAILING PATTERN EXTERIOR PLYWOOD 16d NAILS @ 24 o c / } NAILING PATTERN I OF (3) THREADED RODS PER LENGTH OF LEDGER 24 O.C. SHEATHING I I 16d NAILS ® 24" O.C. CONTINUOUS (1)-2x SIMPSON H2A TIE AT EACH JOIST NOTES: EXTERIOR PLYWOOD SHEATHING SOLEPLATE I I TO STUD, ALIGN JOIST AND STUD AS REQUIRED 1. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. SEE SHEAR WALL SCHEDULE SIMPSON H6 TIE BETWEEN WOOD STUD FOR NAILING PATTERN ORIENTATION OF = -,-- - -_ ._: __ - _ ,-- — ---T- I EACH STUD AND HEADER (TYP.) FOUNDATION WALL SECTION @ __ �Y CORNER STUD MAY VARY 16d NAILS 4 24"o/c� EXTERIOR PLYWOOD I I LVL/PSL OR BUILT-UP 2x HEADER; JOISTS PARALLEL TO LEDGER BEAM INSIDE CORNER OUTSIDE CORNER T - INTERSECTION SHEATHING I ^ I SEE PLAN FOR SIZE & LOCATION NOTE: 1 . NON-STRUCTURAL INNER 2X4 STUD WALL NOT SHOWN TYPICAL DETAIL @ FLOOR FRAMING > _ @ WINDOWZDOOR OPENING — PERPENDICULAR ❑ ❑ W00[) SHEAR WALL CORNER 8c T INTERSECTION PLAN SECTIONS SCALE: %4"-,'-o" SCALE: 1"=l'-O" SIMPSON H2.5A TIE BETWEEN BLOCKING AND TOP PLATE; FULL DEPTH BLOCKING AT BEARING WALL ON TYPICAL; ALIGN BLOCKING SHEAR WALL BETWEEN JOISTS (1)-2x CONTINUOUS FULL DEPTH BLOCKING TO MATCH AND STUD AS REQUIRED ❑ AT EACH STUD LOCATION; SOLEPLATE WIDTH OF STUD WALL, TYPICAL BETWEEN SEE GENERAL NOTES FULL DEPTH BLOCKING FLOOR BLOCKING AT BEARING WALL ABOVE TO MATCH WIDTH OF SIMPSON LSTA?? STRAP TIES PROVIDE WEB STIFFENERS AT LOCATIONS FULL DEPTH LVL SIMPSON LSTA ?? STRAPS STUD WALL, TYP. ACROSS STUD ABOVE, RIM �, BLOCKING EACH SIDE TJI LOCATIONS; TYPICAL AT EACH TIES ACROSS STUD ABOVE, I I BOARD AND STUD BELOW I SIDE OF TJI MEMBER RIM BOARD AND STUD TJI/LVL FLOOR JOISTS AT EACH STUD LOCATION I TJI/LVL FLOOR JOISTS OF SHEAR WALL AND AT PROVIDE WEB STIFFENERS AT I I EACH STUD LOCATION; TJI LOCATIONS; TYPICAL AT EACH BELOW AT EACH STUD I I SEE GENERAL NOTES SIDE OF TJI MEMBER LOCATION I L- T.O. FINISH FL00— BEARING WALL ON ❑ T.O. FINISH FLOOR EL. SEE PLANS — — . — — .— — (1)-2x CONTINUOUS I EL. SEE PLAN _ _ T.O. JOIST RAFTER _. . _ _ _ T.O. JOIST RAFTER I SOLEPLATE i EL. SEE PLAN I I EL. SEE PLAN I I � � �" PROJECT#: 1517 ,,,•, CONTINUOUS 1Y" LSL RIM BOARD — — CONTINUOUS 1Y4" LSL — — — — — — RIM BOARD I DRAWN: MS �<�• ^',A OP,�F��.p� CONTINUOUS (2)-2x TOP PLATE I CONTINUOUS (2)-2x TOP PLATE SIMPSON H2.5A TIE BETWEEN EACH TJI/LVL FLOOR/ROOF FRAMING ,. to CONTINUOUS (2)-2x TOP PLATE; TJI LVL FLOOR ROOF FRAMING CHECKED: BR ( / / JOIST AND TOP PLATE; TYPICAL; ;` ELEVATION TO MATCH `s SIMPSON H2A TIE AT BLOCKING ; FACE MOUNTED JOIST HANGERS BY SIMPSON BEARING WALL ELEVATION ALIGN FRAMING AND STUDS AS REQUIRED \ , 4 BEARING WALL; SEE PLAN I I I PROVIDE WEB STIFFENERS TO EACH STUD, ALIGN BLOCKING AND GENERAL NOTES AT TJI LOCATIONS AND STUD AS REQUIRED OR APPROVED EQUAL WITH WEB STIFFENERS FULL DEPTH BLOCKING BETWEEN DATE: 03.25.2016 ` 98 TJI'S - TYPICAL FRAMING IN PLANE SHEAR WALL SEE SHEAR WALL ?. SCHEDULE OF BEARING WALL; SEE PLAN I FULL DEPTH BLOCKING TO MATCH MATCHLFRAMINGKING DEPTHO CONTINUOUS (2)-2x TOP PLATE; SCALE: AS NOTED AND GENERAL NOTES DEPTH OF JOISTS ELEVATION TO MATCH SIMPSON H2A TIE AT EACH JOIST SHEAR WALL; SEE SHEAR BEARING WALL ELEVATION NOTE: TO STUD, ALIGN JOIST AND NOTE: WALL SCHEDULE SIMPSON H6 TIE BETWEEN TOP 1. SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. STUD AS REQUIRED 1. SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. PLATES AND STUDS; TYPICAL 2. NON-STRUCTURAL INNER 2X4 STUD WALL NOT SHOWN 2. NON-STRUCTURAL INNER 2X4 STUD WALL NOT SHOWN AT EACH STUDS TYPICAL DETAILS 3. COORDINATE BLOCKING WITH MEP AND ARCHITECTURAL PENETRATIONS, 3. COORDINATE BLOCKING WITH MEP AND ARCHITECTURAL PENETRATIONS, SIMPSON H6 TIE BETWEEN TOP SEE ARCH & MEP DRAWINGS. SEE ARCH & MEP DRAWINGS. PLATES AND STUDS; TYPICAL TYPICAL DETAIL @FLOOR FRAMING TO TYPICAL DETAIL @FLOOR FRAMING TO TYPICAL SHEAR WALL AT EACH STUD TYPICAL SHEAR WALL WOOD BEARING WALL — PERPENDICULAR JOISTS WOOD BEARING WALL — PARALLEL JOISTS PARALLEL TO FLOOR ROOF FRAMING PERPENDICULAR TO FLOOR ROOF FRAMING SCALE: 3/4"=l'-O" SCALE: Y4"-1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SILMAN#16956 LEVIN THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING HOUSE WHEN SHEATHING THICKNESS EXCEEDS 2X_STUD WALL AT WHEN SHEATHING THICKNESS EXCEEDS 36", ALLOWABLE HOLES - TJI8 JOISTS JOIST DETAILS TRIM SHEATHING TONGUE AT RIM BOARD 16" ON-CENTER TRIM SHEATHING TONGUE AT RIM BOARD LOAD BEARING OR SHEAR WALL ABOVE (MUST STACK OVER WALL BELOW) INTERMEDIATE BEARING MIN. DISTANCE FROM TABLE A MIN. DISTANCE FROM TABLE B PLATE NAIL - 16D (0.135"X 3uz'AT 16' PLATE NAIL - 16D (0.135' X Al NO LOAD BEARING WALL ABOVE NO FIELD DO NOT CUT HOLES 17¢' HOLE MAY BE CUT ON-CENTER* AT 12. ON-CENTER LOAD FROM CUT HOLES LARGER THAN IX' IN ANYWHERE IN e OUT- PLATE NAIL PLAT NAIL FLOOR PANEL NAIL- 8D (0.131'X2147 AT IN HATCHED CANTILEVER SIDE OF ATCHED ZONE WEB STIFFENERS ABOVE ZONES BLOCKING PANEL REQUIRED EACH SIDE cur OR NOTCH FIANCE. 29821 MAIN ROAD 6" ON-CENTER* FLOOR PANEL NAIL - AT B3W BLOCKING PANELS MAY � ••. DO NOT BLOCKING PANEL BD (0.131• X1)4')AT SHEARQwnus ABOVE � /,s' O " ORIENT, NY 11957 6" ON-CENTER 2X4 MINIMUM SQUASH 1 , 6' O 6' BLOCKS OR BELOW (SEE DETAIL 1 Y4"TIMBERSTRAND® LSA OR 1 Y•TIMBERSTRAND* LSL OR B1) i 6' L, 2 x 0, D CLOSELY GR UPED ROUND L 2 x LZ Dz s' 6' ILEVEL 1 76` RIM BOARD. ILEVEL* 1 76' RIM BOARD.* MINIMUM HOLES ARE PERMITTED IF MINIMUM THE GROUP PERIMETER / (APPLIES K ALL HOLES MEETS REQUIREMENTS FOR REVISION DATE TOE NAIL MIN. TOE NAIL - 10D (0.128•X 3' AT 6' B1 61W / Ys" IXcrrr KNocxouTs) ROUND OR SQUARE TOE NAIL- IOD (0.128' X 3'AT 6" ON-CENTER � HOLES. TOE 4NAIL ON-CENTER* DO NOT PRICING SET 03.25.2016 BOUNDARY NAILING - WEB STIFFENERS 2X4 MINIMUM TABLE A - END SUPPORT CUT HOLES IN CANTILEVER TJI® RIM JOIST 8D (0.131'X Al REQUIRED EACH SIDE SQUASH BLOCKS MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT REINFORCEMENT. *CONVENTIONAL CONSTRUCTION CODE AT 4 ON-CENTER* INSTALL PROPER BLOCKING TO SUPPORT ALL AT BIW AND B2W FILING SET 05.27.2016 PANEL EDGES JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE MINIMUM FOR USE WITH A3 ONLY. SEE MUST HAVE 1�" MINIMUM JOIST USE 2X4 MINIMUM SQUASH BLOCKS TO DEPTH TJI 2' 3' 4• 5" 6z• 7• fizg' 11' 73' z" 3• 4' s ss'z` 7' s'r• 11- 13• Al ATTACH BLOCKING PER A3 DETAIL. A2 BEARING AT ENDS. ATTACH RIM A3 A3.1 A3.2 A3.3 ILEVEL FRAMER'S POCKET GUIDE FOR A3.4 *SEE [LEVEL FRAMER'S POCKET GUIDE FOR 62 B2W 63 B3W CS TRANSFER LOAD AROUND TJI ® JOIST O O JOIST PER A3 DETAIL A3.1 - A3.3 INSTALLATION SPECIFICATIONS. ADDITIONAL INSTALLATION SPECIFICATIONS. t to t'-o• ,'-6 z'-o• 2'-s• s-o• 1'-o t'-6• 2'-s 3'-s• a'-s gV 210 V-0' V-6" 2'-0' 3'-0' 5'-0' V-0" 2'-0' 2'-8• 4'-0' 5'-0' 230 1'-0' 2'-0' 2'-6" 3'-6" 5'-6' 1'-0" 2'-0' 3'-0' 4'-6' 5'-0' 360 V-6. 2'-0' 3'-0' 4'-0' 6'-0' V-6' 2'-6" 3'-8' 5'-0` 5'-6' tY"TIMBERSTRANDm LSL OR ILEVEL* 1K' 110 1'-0• V-O" V-o' 1'-0. 2'-6• 2'-6. 5'-0' 1•-0• V-0` V-6" 2'-6' 4'-6" 4'-6• 6'-0' 8' DIAMETER MAXIMUM HOLE FOR 11�' - 16' RIM BOARD. NAIL TO BLOCKING WITH 210 V-0' 1'-0` V-o' V-6' 2'-6' 3'-0" 5'-6• V-0" V-0" 2'-0" 3'-0' 5'-0• 5'-6• 6'-6' 8' DIAMETER MAXIMUM HOLE FOR CONNECTIONS EQUIVALENT NAIL THROUGH 2X-CANTILEVER, WOOD BACKER AND 1 V6' 230 1'-0' 1'-0' V-o• 2'-0' 3'-0' 3'-6'16,-0" V-o* V-o' 2'-0' 3'-0' 5'-6" 5'-6' 7'-0' WEB STIFFENERS 113¢' - 16` DEEP BLOCKING PANELS; 4'-0` LENGTH OF 8'DIAMETER MAXIMUM HOLE FOR 6'-0' LENGTH OF TJI®JOIST DEEP BLOCKING PANELS; 6' DIAMETER MAXIMUM TO FLOOR PANEL SCHEDULE. TJI* JOIST WEB WITH 2 ROWS 10D �" REINFORCEMENT 7 REINFORCEMENT AND FILLER FOR BLOCKING PANELS 91¢" DEEP OR SHORTER BLOCKING 360 7'-0' t'-a' t'-s' 2'-s' a'-6' S'-o' 7'-0' t'-o" 1'-0" 2'-s' a'-o• 6'-6` s'-6. 7--6- REQUIRED BOTH 6' ELS SY2R DEEP OF! FOR BLOCKING 11 6` - 16' DEEP BLOCKING PANELS; tY'TRIM BOARD. LSL OR [LEVEL ATTACH REINFORCEMENT N JOIST WITH PANEL (0.148" X 3C NAILS . E 560 t'-0' V-o" 1'-6. 3'-0' 5'-0' 5'-8' 8'-0' V-0" 2'-0" 3'-6' 5'-0' 7'-0' 7'-6' e'-0' SIDES AT E1W PANELS 9ui' DEEP OF; SHORTER THAN ON ONE SIDE AT EX, 6' DIAMETER MAXIMUM FOR BLOCKING BLOCK. USE 4'-0' LENGTH WITH THAN 12' LONG. (0.131' X 1Y2/ NAIL AT EACH ON-CENTER, CLINCHED. USE 176" RIM BOARD. ONE 8D 12" LONG. BOTH SIDES AT E3 PANELS gut' DEEP OR SHORTER THAN gut"AND 11 6`TJI® JOISTS. DO NOT CUT FLANGES. / CORNER 16D (0.135`X 3%4 NAILS WITH 110 V-O" V-O' V-o' 1'-0' 1'-0' V-o" 2'-6. 5•-0' 1'-0` l'-0` V-o" t'-6' 3'-6' 4'-0. 6'-0' 8'-0' DO NOT CUT FLANGUL 12' LANG. 3Y TJI m JOIST 210 1'-0' t'-o" V-0" 1'-0' 1'-0• V-6' 3•-0' 6'-0' 1•-0' V_O" V-o' 2•-0' 4'-0' 4'-6" 6'-6' 8'-6- DO REINFORCEMENT TO [jW DO NOT CUT FLANGES, JOIST WITH ONE 8D (0.131• X HORIZONTAL. BLOCKING PANELS F GE WIDTHS. 14' 23o t'-o' 1'-0' t'-o' 1'-0' t'-s' 2'-0" 3'-6' s'-s' t'-o• 1'-0` t'-o' 2'-0' a'-o' S'-o' 7'-0' s'-o' 214") NAIL AT EACH CORNER BETWEEN EACH JOIST. NAIL TO 360 t'-o' 1'-0' t'-o• t'-o' 2'-6' 3'-0• S'-s' e'-o' 1'-0" t'-o" t'-o' 2'-6' s'-s' s'-s' e'-o' s'-s' 1 Y,"TIMBERSTRANDm LSL OR TOP PLATE WITH CONNECTIONS 560 1'-0. 2'-6' 3'-0' s'-o' s'-o' 1'-0' 1'-0" t'-6' 3'-s' s'-s' T-o' 9'-0' 0'-0' [LEVEL® 176'RIM BOARD. EQUIVALENT TO FLOOR PANEL 210 t'-o" t' ' t'-o' 1'-0' t'-o" t'-o' t'-s' 3'-s' s'-o' r-o' t'-o" 1'-0' t'-o' 2'-s' 3'-s' s'-s' a'-o' 0'-6' 1 Y"TIMBERSTRAND* LSL OR SCHEDULE. (LEVEL* 1 �• RIM BOARD. 12• LENGTH OF Y• 16. 230 1-011,-2 1'-0• 1'-0' 1•-0' 2'-0' a'-0' 1'-0' REINFORCEMENT ON F1 APPLIES TO 360 1'-0' t'-0' t'-0' 1'-0' 1'-0' t'-0' 3'-0' 6'-0' 9'-0' 1'-0' 1'-0' 1'-0' 1'-0' 4'-0' S'-0' 9'-0' 0'-0' ONE SIDE AT E5, UNIFORMLY 560 1•-0• V-0. 1'-0' r-o• r-o• V-0. 3'-0. 6'-6• o'-o• 1'-0• V-o" 1'-0' V-6• s'-o° s'-o' o'-0 1-o• z'-o' ATTACH REINFORCEMENT TO JOIST WEB WITH 80TH SIDES AT E6 12' LENGTH OF 44• 3 ROWS 10D (0.148'X 37 NAILS AT 6' LOADED JOISTS TTACH REINFORCEMENT ON-CENTER, CLINCHED. USE 2 ROWS WITH 9Yi' FULL DEPTH VERTICAL REINFORCEMENT ON 4' S' s' Y 8' 10• tz' t5' tT 4' S' e' T 8' 10' t2' 15' 1T ONE SIDE AT EX, ONLY. TO JOIST WITH 8D (0.131' X 2Y1 AND 0/8"TJI*JOISTS. BLOCKING BETWEEN BOTH SIDES AT EB 0 360 1'-0' 1'-0' t'-o" 1'-0' 1'-0' 2'-O' S'-o' o'-a' 1'-0' 1'-0" V 0' 3'-0" 5'-0'10' 0' 1'-0" 3'-s" NAILS AT 6' ON-CENTER. WHEN EACH JOIST WOOD BACKER > ��v o��(� 18" 560 1'-0' t'-0' 1'-0. 1'-0• t'-0' 1'-0. 5'-0' t'-0' 1'-0. 1'-0" 1•-6" 4'-0' 6'-6" 1'-0' 2•-0" 4•-6" 1 Y,'TIMBERSTRAND LSL OR �0�!� REINFORCING BOTH SIDES, STAGGER !N S 360 1._0" 1•-0 1'-0' 1'-0• t'-0' 1'-O. 2'-0" 7•-0' 0'-6' 11-0. 1•-0` 1:-60:11':0' 2'-6' e'-0' 1•-6. 4'-0"15'-6" [LEVEL® 176' RIM BOARD. CLOSURE, �� ti�M�tN LESS THAN 5' LESS THAN 5' �INFS G� �O� 20• 560 V-0" V-0' 1'-0' 7'-0. 1-O' 1'-0" 1'-0' 7'-0' 1'-0• 1'-0. 7'-0` 1- 1'-0' 4'-0' W-6-112,-e' 4'-6' 5'-6' FACE GRAIN Seim TYPICAL HORIZONTAL �G� l��F TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT E1 E1 E2 E3 E4 NOT FOR USE WITH 37/"TJI®JOIST FLANGE WIDTHS E5 E6 E7 E8 F1 MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT O 8 O O Un F4 JOIST T1 TJ 2- ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEP2" 3' 4' 5" 6z 7' EW 11' 13' 1 2` 3' 4' 5" 6Yx" 7' 87/6" 11' 13" m El n EXTERIOR DECK ATTACHMENT OPTION Ella WEB STIFFENER ATTACHMENT 110 V-6` 2•-6" 3'-0. 4'-0. 7'-6• V-6. 2'-6" 3'-6' 5•-6' 6'-6- TJI ®JOIST BLOCKING WITH END9Y" 210 2'-0' 2'-6" 3'-6• 4'-6' 7'-6" 2'-0. 3'-0" 4'-0" 6'-0' 7'-0' 111 Devonshire Street,Boston,MA 02109 STRUCTURAL EXTERIOR APPLY SUBFLOOR ADHESIVE TO ALL BLOCKS INSTALLED AT Y JOIST-SPAN GAP: 230 2'-6• 3'-0' 4'-0" 5'-0' 8'-0" 2'-8• 3'-0" 4'-6` 6'-6' 7'-6" SHEATHING CONTACT SURFACES LOCATIONS USING l�" MINIMUM617 695 6700 FILLER BLOCK:ATTACH WITH TEN 360 3'-0` a'-o' S'-s' s'-6' s'-o' 3'-0' a'-s' S'-6' 7'-s' s'-o' 8D (0.113`X 1Y') 1„� 2-" MAXIMUM 110 1'-0` r-0• V-6- 2'-6'14'-0' 4'-0" a'-o' 1'-0" V-6" 2'-6. 4'-0" 6'-6" 7•-0. 9'-0' 10D (0.128• X 3') NAILS, FLASHING NAILS OR 210 1'-0' V-o" 2•-0" 3'-0' 4'-6"_s-O' 9'-0" 1'-0' 2'-0" 3'-0" 4•-6" 7'-6' 8'-0'10'-0" HANGER HEIGHT MUST BE A MINIMUM CLINCHED. USE TEN 16D (0.135' FLUSH BEARING PLATE REQUIRED. 2%-SCREWS, 11%• 230 t'-0' 2'-0' 2'-6. 3'-6. 5'-0' W-6-19-61 1'-0'12'-6-13'-6"15'-0' 8'-0' 8'-6' o'-o' OF 60%OF JOIST DEPTH X 3Y") BOX NAILS FROM EACH MAXIMUM Y4 OVERHANG TYPICAL (1Y2" FOR m THREE 8D 0 113'X NAILS, SIDE WITH %-TJP JOIST Se ( 7 360 2'-0' 3'-0' 4'-0' S'-6' 7'-0' 7'-8' 1'-0' 2'-0. 3'-6" V-0• 7'-0' 9'-6. 9'-6'11'-0' BACKER BLOCK: INSTALL TIGHT PERMITTED AT BEAM. TREATED 2X_LEDGER TJI 560 CLINCHED. THREE 16D 0.135' X 3Y� FLANGE WIDTHS. USE FIFTEEN TO TOP FLANGE INSTAL TO �\ JOIST 3J4' 560 1'-6' 3•-0' 4'-6• W-6' 8'-0' 8'-6'12'-0' 3'-0. 4'-6" 6'-0' 8'-0' 0'-6'11'-0'12'-0" NAILS WITH TJI* JOIST DEPTHS 0 ) NAILS AT TJI® JOIST FLANGE BOTTOM FLANGE WITH FACE WIDTHS. Ito 1'-0' t'-o' t'-o' t'-o' 2'-0' 2'-s• 4'-s' 9'-0' V-o" 1'-0" V-o' 2'-s" 5'-0' 6'-0" 9'-0' 2'-0" GREATER THAN 16'. MOUNT HANGERS). ATTACH WITH i 210 1'-0' V-0. 1'-0• V-o' 2'-6" 3'-0' 5'-0' 9'-0' V-o' 1'-0" 2'-0" 3'-6' 6'-0" 7'-0' 0'-0' 2'-6• L SEE FASTENER 1Y"TIMBERSTRAND �" WEB STIFFENER EACH SIDE. SEE • LEN tOD (0.128 X 3•) NAILS, ;"I TABLE BELOW. MAINTAIN LSL*OR [LEVEL* 176` � SIZES BELOW. 74" 230 1'-0' 1'-0' 1'-0' 2'-0' 3'-0' 3'-6' 5'-6'10'-0' 1'-0' t'-o• 2'-6' 4'-0' 6'-0' 7'-6'10'-6"13'-0" CLINCHED WHEN POSSIBLE. OPTION f2: 360 V-0' 1'-0'12'-0-13'-6' 5'-6" 6'-0' 8'-6'12'-G' 1'-0' 2'-0• 4•-0• 5'-6' 9'-0' 0'-0' 2'-0' 4'-0' 2' DISTANCE (MINIMUM) FROM RIM BOARD. 2X_ STRAPPING INSTALLED AT A 560 1'-0. 1'-0' 1'-6-13'-6* 5'-6• 6'-6' 9'-6' 3'-6' 1'-0' 3'-0" 5'-0' 7'-a' o'-o' 1'-0' 3'-6' 5'-0' EDGE OF LEDGER TO FASTENER. JIOIST-SPAN LOCATIONS USING TWO 2Y" TIGHT FIT 210 1'-0' V-0' t'-o• V-0' 1'-0. 1'-0' 3'-O' 5'-6` 9'-6' V-o' V-0' 1'-0' 2'-0' 4'-6• W-s• W-66"12'-6" TOP FLANGE HANGER SCREWS PER JOIST,TYPICAL 230 1'-0' 1'-0' 1'-0' t'-0' 1'-6' 2'-0' 4'-0' s'-6' 0'-6' 1'-0' t'-0' 1'-0' 2'-6' S'-O. 6'-0' 0'-8' 3'-0" ALLOWABLE LOAD FACTORED RESISTANCE LBS 16' BACKER BLOCK 360 1'-0' 1'-0' t._0. 1,_0. 2._0. a,_0. 7,_6. 8._6. 3'-0. 4,_6. BOTH SIDES OF WEB WITH FASTENER Y"TIMBERSTRAND LSL ILEVEL* 1y8" RIM BOARD OPTION ,Y3. sso t'-0' t'-o t'-0` V-0. 2'-6' 3'-6' T-O' t'-0' 5'-0' t'-o' t'-O" 3'-6' 5'-6' 9' FACE MOUNT HANGER SINGLE TJI JOIST RIM BOARD DIRECTLY APPLIED CEILING W WEB STIFFENER SIZE W WEB STIFFENER SIZE LAG BOLT 400 / 630 N.A. / NA a' S' s' T e' to' 12' ts' n' 4' S' e' T e' 10' tz' ts' 1T 1N` 46" X 24(6' MINIMUM 24(e .6 X 24(6' MINIMUM 360 t'-o• 1'-a` V-s• 3'-0 6'-O. 9'-0' 5'-0' 1'-0' 1'-s• a'-o• s'-s• 9'-0. 4'-s' 6'-6. 9'-6" " LAG BOLT 475 / 750 400 575 18' WEB STIFFENERS REQUIRED IF WITH TOP FLANGE HANGERS, BACKER BLOCK WHEN SPECIFIED ON THE LAYOUT, ONE OF 3i• x 24(6' MINIMUM 560 1._O_ 1'-0 7'-0" V-0• z'-o• s'-0 0'-0. 6'-6• 1'-0• 3'-s" s'-o' a-s' T-6` s'-6• s-o` o-o" SIDES OF HANGER DO NOT (1) THIS FACTORED RESISTANCE IS WITH A 36"GAP 89"THE RIM BOARD AND DECK LEDGER PB1 W 2X6 314• 2x4 360 1'-0' t'-0' t'-0' t'-0' 1'-0' 3'-0' 6'-0' 1'-0' S'-6' t'-0' t'-0" t'-B" 4'-0' 7'-D' 2'-8' 6'-6' 9'-D' t'-0' H1 LATERALLY SUPPORT AT LEAST H2 REQUIRED ONLY FOR DOWNWARD LOADS H3 LA . ALLOWABLE LOAD DETERMINED IN ACCORDANCE WITH AC 124. O THE ABOVE BRACING OPTIONS IS REQUIRED 20' O 'OF TJI* JOIST TOP FLANGE EXCEEDING 250 LBS OR FOR UPLIFT CONDITIONS. O .CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE 560 1'-0` V-0' t•-o' 1'-0' 1'-0" 1'-8' 5'-s' 2'-0' s'-o' t'-o' t'-o" 3'-0' RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE APPUCATIONS. • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB. LEAVE)J" OF WEB (MINIMUM) AT TOP AND BOTTOM OF HOLE. FASTENING OF FLOOR PANELS • 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 FILLER AND BACKER BLOCK SIZES • FOR SIMPLE SPAN 5 MINIMUM UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM SIZE ROUND HOLE MAY BE TJI*(I) RIM BOARD TJI* JOISTS 110 210 230 OR 360 560 ( )' IJ4' TIMBERST1tAND* MICROLLAM m PARALLAM* LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN SHE JOIST. NAIL SIZE 110, 210, 360 AND IY' LSL OR WIDER `ut'OR 9)1"OR 14'OR OR 14' OR 18.OR ,. 14. OR 18'OR AND 230 560 �L®th TIMBERSTRAND m LSL LVL PSL DEPTH 1176' 14" it%' 16' 11%" 16' 20" 17� 16" 20" • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES. FOR OTHER LOAD CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL® TJ-BEAM® SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. BEARING FOR DOOR BEAM TO BEAM BEARING AT Bd (0.131" x 1747 4' 3' 6• 4' 3• 3' 3" FILLER BLOCK (1) 2X6 2X8 2X6 +36" 2X8 +36" 2X6 +Y" 2X8 +Y" 2X12 +Y" 0 2X6TW0 2X8 TWO BEARING AT WALL 10d (0.148'x 37, 12d (0.148"x 374 4' 4` 6• 4' 4' 4" 4" (DETAIL H2) SHEATHING SHEATHING SHEATHING SHEATHING SHEATHING 2X12 OR WINDOW HEADER CONNECTION CONCRETE WALL CANTILEVER 2x6 2Xto 2x6 36 + " 2x10 +36" 2x6 +Y' 2x10 +Y' 1Y'TIMBERSTRAND* LSL OR 16d (0.162% W) 6" 6• 16' 6'W 6'M 8' 6' FILLER 4'-0" 6'-0' SHEATHING SHEATHING SHEATHING SHEATHING NOT NOT ALLOWABLE HOLES - HEADERS AND BEAMS (LEVEL* A' RIM BOARD OR STRAP PER CODE IF TOP (PLATE (1) ONE ROW OF FASTENERS PERMITTED (TWO AT ABUTTING PANEL EDGES) FOR DIAPHRAGMS. STAGGER NAILS WHEN USING 4' ON-CENTER SPACING AND MAINTAIN (DETAIL E4) I LONG LONG 4'-0' LONG 6'-0" LONG 4'-0" LONG 6'-0" LONG APPLICABLE APPLICABLE BLOCKING FOR TERAL IS NOT CONTINUOUS OVER JOIST AND PANEL EDGE DISTANCE. FOR OTHER APPLICATIONS, MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST Y•AND �� 1.55E TIMBERSTRAND®LSL HEADERS AND BEAMS SUPPORT HEADER STAGGERED. (1) (2) CAN BE REDUCED TO 4.ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 1%* (TO AVOID SPLITTING). (DETAIL F1 46" OR 4; N4' OR 36' 1' NET 2X6 2X8 2X12 2 X DIAMETER OF THE i LARGEST HOLE (MINIMUM) •RECOMMENDED NAILING IS 12. ON-CENTER IN FIELD AND 6.ON-CENTER ALONG PANEL EDGE. •14 GA. STAPLES MAY BE SUBSTITUTED FOR 8D Y� NAILS IF MINIMUM PENETRATION OF 1' JOIST; S IF EE DAlIEr , INCREASE FILLER AND BACKER BLOCK HEIGHT FOR FACE MOUNT HANGERS AND MAINTAIN 76' GAP AT TOP OF FASTENING REQUIREMENTS ON ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED (0.113•X 2 AND 13ACKER BLOCK ABOVE. INTO THE TJI JOIST OR RIM BOARD IS ACHIEVED. MINIMUM EFOR BACKER BLOCKSAND 24' MINIMUM FORGFlLLERHBLOCKS),COMODATE REQUIRED NAILING WITHOUT SPLITTING (12' Y DEPTH 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 BETWEEN PANELS AND FLOOR FRAMING. TJI* JOISTS. _ O _ PROTECT UNTREATED WOOD FR JOISTS MUST BE LATERALLY SUPPORTED AT ° FACE MOUNT HANGER DIRECT CONTACT WITH CONCRETE •NAILING ROWS MUST BE OFFSET AT LEAST Y'AND STAGGERED. CANTILEVER AND END BEARINGS BY BLOCKING o 0 0 0 0 COLUMN PANELS, HANGERS, OR DIRECT ATTACHMENT TO A HEADER OR BEAM MAXIMUM ROUND L1 L2 L3 SEE CURRENT ILEVEL ®LITERATURE L4 RIM BOARD OR RIM JOIST. 9y4"-SV HOLE SAFETY BRACING (1X4 FOR FRAMING CONNECTORS MINIMUM) AT 8' ON-CENTER (6' 8` 8' 11)4"-11 346' SILENT FLOOR m JOIST FRAMING DOES ON-CENTER FOR TJI* 110 JOISTS) 14"-16" 446' NOT REQUIRE BRIDGING OR MID-SPAN AND MULTIPLE MEMBER CONNECTIONS BLOCKING E1 EXTENDED TO A BRACED END WALL SEE ILLUSTRATION FOR ALLOWED HOLE ZONE FOR TOP-LOADED BEAMS C1) FASTEN AT EACH JOIST WITH GENERAL NOTES TWO D (0.113'X 2ue") NAILS MINIMUM • ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH (SEE WARNING). UNIFORM AND/OR CONCENTRATED LOADS. 014"- WIDE PIECES: • ROUND HOLES ONLY •MINIMUM OF 3 ROWS 10D (0.128•X 31 NAILS AT 12' • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. O.C. •MINIMUM OF 4 ROWS 10D (0.128'X 37 NAILS AT 12"D.C. DO NOT BEVEL CUT FOR 14•AND DEEPER BEAMS ELEVATED COLUMN JOIST H2 OTHER ILEVEL ®TRUS JOIST HEADERS AND BEAMS •IF USING 12D-16D (0.148'-0.162" DIAMETER) BEAM ON COLUMN COLUMN BASE BASE BEYOND INSIDE FACE Al RIM BOARD JOINT BEARING AT NAILS, THE NUMBER OF NAILING ROWS MAY BE CAP OF WALL. E2 BETWEEN JOISTS MICROLLAM *LVL REDUCED BY ONE. DO NOT OVERHANG SEAT 1.3E TIMBERSTRAND* AND PARALLAM ®PSL CUTS ON BEAMS BEYOND THE HOLE ZONE 2 X DIAMETER OF THE COLUMN CUTS WIDE PIECES: A3 INSIDE FACE OF SUPPORT LSL HOLE ZONE LARGEST HOLE (MINIMUM) Y DEPTH �i MEMBER. DO NOT CUT, NOTCH OR DRILL i� HOLES IN HEADERS OR BEAMS dE 0 •MINIMUM OF 2 ROWS Y' BOLTS i� AT 24" O.C. STAGGERED _ EXCEPT AS INDICATED IN ILLUSTRATIONS AND TABLES. (I)LOAD MUST BE APPLIED EVENLY ACROSS LTJTIRE �� 1.;;�.:•;.': •y.:.q ':1.j;,:N •�•,+A ° 0 0 PARAL BEAM WIDTH. OTHERWISE, USE:CONNECTIONS FOR y+>�;";�+t•:� °""•, ':�+:: CS SIDE-LOADED BEAMS. TJI®rim joist OPTIONAL ILE TIMBW RIM BO LSL OR MICROLLAM AM m PSL HEADER OR BEAM MAXIMUM ROUND VERIFY COLUMN CAPACITY NON-SHRINK L3 ILLVEL*176' RIM BOARD. ALLOWED HOLE ZONE DEPTH HOLE SIZE AND BEAM BEARING ADDITIONAL NAILING OR BOLTING MAY BE L5 LENGTH, SEE CURRENT Lg REQUIRED WITH SIDE-LOADED MULTIPLE-MEMBER P1 P2 P3 GROUT O ILEVE� LITERATURE O BEkMS, PRODUCT' LITERATURE. REFER TO CURRENT MIDDLE 7S SPAN 436" 1- s�4' 1Y; 61 LLOWED 7Y4-L1 d 1.3E TIMBERSTRAND* LSL AHOLE ZONE d •- 20' 2. H1 SEE ILLUSTRATION FOR ALLOWED HOLE ZONE ❑ TJI® JOIST NAILING REQUIREMENTS AT BEARING B2 GENERAL NOTES L5 • ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. TJI* JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI JOIST 63 • ROUND HOLES ONLY (LOAD BEARING WALL ABOVE) • NO HOLES IN CANTILEVERS. lY4'TIMBERSTRAND*LSI.OR (LEVEL* O • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. 176' RIM BOARD. ONE 10D (0.128•X 37 NAIL INTO EACH FLANGE P 64 USE 1:11 OR B2 Al INSTALLATION TIPS INTERMEDIATE BEARINGS WIT NAIL EACH S ONE 8D EACH SIDE. DRIVE• X 2Y' SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, LOAD BEARING OR SHEAR WARNING NAILS AT AN ANGLE AT BUT MAY NOT BE REQUIRED. WALL FROM ABOVE LEAST 1Y" FROM END. SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED AT END N JOISTS JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY VERTICAL LOADS (DETAILS B1 AND B2). PACKING OUT THE OF SUPPE ORT - 1%" MINIMUM BEARING AT END ALSO SEE DETAIL B2 WEB OF A TJI*JOIST (WITH WEB STIFFENERS) IS NOT A - BRACED END WALL- BRACING INCLUDES: SUPPORT; Ski" MINIMUM AT SUBSTITUTE FOR SQUASH BLOCKS OR BLOCKING PANES. i� SEE NOTE 3 UNDER INTERMEDIATE SUPPORT � WARNING • BLOCKING • SHEATHING • STRUT LINES SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO WHEN JOISTS ARE DOUBLED AT BEARING • HANGERS •RIM BOARD RIM JOIST PARALLEL PARTITIONS, SPACE JOISTSISIS APART H1 T THE WIDTH � OF THE WALL FOR PLUMBING OR HVAC. O / FLOOR PANEL NAILING SCHEDULE * i PROJECT#: 1517 --. RIM TO TJI® JOIST ADDITIONAL JOIST AT PLUMBING DROP (SEE DETAIL). O O I • / � a (/Zr�o 3Y"WIDE TJI*RIM JOIST: 1Y'TIMBERSTRAND* LSL OR ILEVEL* TOE NAIL WITH 10D O 1 � 1DRAWN: ]VIS 176" RIM BOARD OR 1)(4*WIDE TJI* (0.128" X 3') NAILS, ONE O V �� 1 OPS RIM JOIST: ONE 10D (0.128• X 3 EACH SIDE OF TJI* JOIST L4 : .. '\_ - `R 374"WIDE TJI* II EXTERIOR DECK DO NOT WALK ON JOISTS DO NOT WALK ON JOISTS THAT ARE DO NOT STACK BUILDING MATERIALS r a \ NAIL INTO EACH FLANGE FLANGE •' O Lq UNTIL BRACED. LYING FLAT. ON UNSHEATHED JOISTS. STACK ONLY /J BOOR JOIST II a� ';� ° O = ATTACHMENT INJURY MAY RESULT. OVER BEAMS OR WALLS. CHECKED: BR 2 J(6" - 2 4(e WIDE*CJI RIM U j; " O - STRUCTURAL (+I ..: •i ..:n. SCJ JOIST: ONE 16D (0.135• X 37¢7 i : SHEATHING v �a NAIL INTO EACH FLANGE 3Y'WIDE TJI® DO NOT USE SAWN LUMBER RIM JOIST FOR RIM BOARD OR WARNING NOTES: DATE: 03.25.2016 / SHIFTED JOIST ADDITIONAL O BLOCKING,AS IT MAY 13i MINIMUM BEARING PLUMBING DROP JOIST O LACK OF PROPER BRACING DURING CONSTRUCTION CAN RESULT IN SERIOUS rye' LOCATE RIM BOARD JOINT BETWEEN JOISTS. TOP VIEW SHRINK AFTER ,_1 c+:�f O SSIO INSTALLATION. USE ONLY ACCIDENTS. OBSERVE THE FOLLOWING GUIDELINES: PROTECT UNTREATED WOOD O ENGINEERED LUMBER. SCALE: AS NOTED BEAM ATTACHMENT AT BEARING FROM DIRECT CONTACT WITH SEE ALLOWABLE HOLES 1. ALL BLOCKING, HANGERS, RIM BOARDS AND RIM JOISTS AT THE END SUPPORTS OF THE TJI&JOISTS MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED. CONCRETE 1)¢• KNOCKOUTS AT 0 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 NOTES: APPROXIMATELY 12" 3. SAFETY BRACING OF 1X4 (MINIMUM) MUST BE NAILED TO A BRACED END WALL OR SHEATHED AREA AND TO EACH JOIST. tY'TIMBERSTRANDO LSL OR ON-CENTER 4. SHEATHING MUST BE COMPLETELY ATTACHED TO EACH TJI® JOIST BEFORE ADDITIONAL LOADS CAN BE PLACED ON THE SYSTEM. ILEVELO A' RIM BOARD. 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS BY TRUSS JOIST AUTHORIZED SUPPLIER FOR REVIEW BY DESIGN TEAM PRIOR TO INSTALLATION OF FLOOR FRAMING. ® 5. ENDS OF CANTILEVERS REQUIRE SAFETY BRACING' BOTH THE TOP AND BOTTOM FLANGES. Z* 6.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 '� ' Z SEE FRAMING PLAN (IF APPLICABLE) OR CONNECTIONS) REQUIRED TO COMPLETE FLOOR FRAMING. OF W O INSIDE FACE w ® �''�� lO �. TYPICAL DETAILS DRIVE NAILS AT AN LEVEL RRAMER'S POCKET GUIDE FOR o !m ANGLE TO MINIMIZE MINIMUM END AND INTERMEDIATE s'I ''.' A Weyerhaeuser,[Level®,Microllam®,Parallam®,Silent Floor®,TlmberStrand®,TJI@,and Trus Joist®are registered T71.25;ONE 10CI (0.128'X 3� NAIL SPLITTNG OF PLATE BEARING LENGTHS. trademarks Of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. EACH SIDE OF MEMBER AT BEARING, U4" MINIMUM FROM END y y P y g tTlm� February 2009 Reorder TJ4015 01 This sheet is intended as a supplement to the iLevel Framer's Pocket Guide, which should be referenced for additional information. S204 SILM,AN#16956 LEVIN HOUSE SIMPSON SSP TIE AT EACH STUD. I INSULATION. SEE ARCH'L DWGS SEE NOTE 2 CONTINUOUS 1Y4" LSL CONTINUOUS WATERSTOP, RIM BOARD TYPICAL 29821 I OR ENMANY ROAD T.O. FINISH FLOOR I TJI/LVL FLOOR JOISTS EL. SEE PLAN i REVISION DATE T.O. DECK ONLY AT 1 B — — — — — — _ EL. SEE PLAN SIMPSON SSP TIE AT PRICING SET 03.25.2016 EACH STUD. SEE FILING SET 05.27.2016 NOTE 2 INSULATION. SEE ARCH'L DWGS T.O. INTERIOR SHELF CONTINUOUS 1Y4" LSL EL. SEE PLAN RIM BOARD CONTINUOUS WATERSTOP, DECK AT SECTION PROVIDE WEB STIFFENERS TYPICAL 1B ONLY '` AT TJI LOCATIONS i (2)-2x CONTINUOUS SILL T.O. FINISH FLOOR i I TJI/LVL FLOOR JOISTS PLATE—PRESSURE TREATED EL. SEE PLAN SEE PLAN FOR REINFORCING _ _ _ T.O. FINISH FLOOR SIZE AND SPACING �'. EL. SEE PLAN y . T.O. JOISTS EL. SEE PLAN T.O. GRADE AT 2A DRAINAGE BOARD ANDJA dEL. SEE PLAN DAMPROOFING. SEE TJI\LVL FLOOR JOISTS °• ARCH'L DWGS. EXTEND DRAINAGE BOARD AND . ' CONTINUOUS WATERSTOP, CONTINUOUS WATERSTOP, y..TO TOP OF GRADETYPICAL DAMPROOFING. SEE TYPICAL ARCH'L DWGS. EXTENDm4% n T.O. CRAWL SPACE SLAE3 TO TOP OFGRADE aEL. SEE PLANSEE PLAN FOR REINFORCING SIZE AND SPACING ' 111 Devonshire Street,Boston,MA 02109 6176956700 SEE PLAN FOR FOOTING ',. .. d SEE PLAN FOR FOOTING B.O. FOOTING INFORMATION B.O. FOOTING INFORMATION EL. VARIES. SEE PLAN ��i..//�//��//i�//i�! EL. VARIES. SEE PLAN NOTES: NOTES: 1. SEE TYPICAL DETAILS ON S-203 FOR ADDITIONAL INFORMATION (ANCHORS, HANGERS, ETC) 1. SEE TYPICAL DETAILS ON S-203 FOR ADDITIONAL INFORMATION (ANCHORS, HANGERS, ETC) 2. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE PRIOR SHEATHING 2. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. INSTALLATION. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. 3. DECK ONLY AT SECTION 1B SECTION SECTION 2 SCALE: 1/2"=l'—O" S300 SCALE: 1/2"=1'-0" S300 Lj PROJECT#: 1517 OF N E! DRAWN: MS CHECKED: BR " DATE: 03.25.2016 SCALE: AS NOTED FOUNDATION SECTIONS S300 SILMAN#16956 MECHANICAL NOTES LEVIN GENERAL HOUSE 1. ALL MECHANICAL WORK SHALL COMPLY WITH REQUIREMENTS OF APPLICABLE BUILDING CODE(S)AND MECHANICAL U CODE(S),THE MECHANICAL WORK SHALL ALSO COMPLY WITH APPLICABLE SECTIONS OF THE ENERGY LC LID N U= CONSERVATION CODE OF NEW YORK STATE. r` o O Y O 2. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIM/HERSELF WITH ALL EXISTING CONDITIONS AS THEY z t <,* RELATE TO THE PROPOSED WORK PRIOR TO SUBMITTING A BID,THE CONTRACTOR SHALL BE RESPONSIBLE FOR / W :Ja-Q°j� COMPLETING ALL WORK RELATED TO SITE CONDITIONS EVEN THOUGH THEY MAY NOT BE INDICATED ON THE 29827 MAIN ROAD Fr v CE w Q U DRAWINGS. ORIENT, NY 11957 / x x�O y 3. PRIOR TO THE COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS SHOWN ON \` T if THESE DRAWINGS.THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER. ` 4. ALL MATERIALS, EQUIPMENT,AND WORKMANSHIP SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDINGS REVISION DATE / STANDARD RULES AND SPECIFICATIONS. — 5. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT, HARDWARE, CONTROLS AS WELL AS ANY OTHER PRICING SET 03.25.2016 MATERIALS THAT WOULD NORMALLY BE REQUIRED TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL SYSTEM(S) o EVEN IF NOT SPECIFICALLY SHOWN ON THE DRAWINGS, FILING SET 05,27.2016 LU 6. NO DEVIATION FROM THESE DRAWINGS, INCLUDING PRODUCT SPECIFICATIONS, SHALL BE PERMITTED WITHOUT ' I __ __ PRIOR WRITTEN APPROVAL FROM THE ENGINEER. xLU 7. ALL EQUIPMENT, CONTROLS,AND OTHER APPARATUS THAT REQUIRES ACCESS FOR SERVICE, INSPECTION, OR c\j U I ADJUSTMENT SHALL BE PROVIDED WITH ACCESS PANELS OR DOORS.ACCESS SHALL COMPLY WITH APPLICABLE o CODE(S)AND MANUFACTURER RECOMMENDATIONS,THE CONTRACTOR SHALL COORDINATE ALL ACCESS DOORS _ J OR PANELS WITH THE ARCHITECT, I z D 8. THE CONTRACTOR SHALL PROVIDE SPECIFICATION SUBMITTALS(CUT SHEETS)ON ALL EQUIPMENT FOR APPROVAL `` I �� _ __—— X Uj PRIOR TO PURCHASING OR INSTALLING ANY EQUIPMENT(EVEN IF THE EQUIPMENT IS THE SAME AS WHAT IS \ —_ X _—__ -__ �—__ N SPECIFIED ON THE DRAWINGS).TWO(2)COPIES OF EACH SHALL BE SUBMITTED FOR APPROVAL:ONE TO THE ` N ENGINEER,AND ONE TO THE ARCHITECT. SUBMITTALS SHALL BE LEGIBLE(NO FACSIMILE COPIES), FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL RESULT IN THE CONTRACTOR ASSUMING FULL RESPONSIBILITY FOR THE FINAL PROPER PERFORMANCE OF ALL SYSTEMS. L ° 9. THE CONTRACTOR SHALL SECURE ALL PERMITS AND INSPECTIONS AS REQUIRED BY THE BUILDING CODE, AHU-2 10, THE CONTRACTOR SHALL PROVIDE THOROUGH WATERPROOFING AND AIR SEALING AT ALL EXTERIOR PENETRATIONS SUCH AS WALLS&ROOF AND ANY OTHER LOCATIONS THAT WOULD NORMALLY REQUIRE SUCH SEALING, MECHANICAL PLAN KEYNOTES `K�L 11, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR MAKING AL L NECESSARY ADJUSTMENTS REQUIRED TO - FB------ ® OPTIMIZE THE PERFORMANCE OF ALL SYSTEMS. 1. CEILING DIFFUSER/RETURN GRILL. > — 30X6 12. ALL REFRIGERATION SYSTEMS SHALL COMPLY WITH APPLICABLE CODE(S), 2. DRYER EXHAUST DUCT _ _ 13. ALL MECHANICAL WORK SHALL CONFORM TO ACCA STANDARD 5: HVAC QUALITY INSTALLATION SPECIFICATION. W Z BASED ON THIS SPECIFICATION BUT THE CONTRACTOR SHOULD BE__ N ADDITIONAL NOTES ON THESE DRAWINGS ARE B 3. ERV DUCTS 1 X CL o FAMILIAR WITH ALL ASPECTS OF THE SPECIFICATION,A COPY OF THIS SPECIFICATION CAN BE PROVIDED UPON 4, DUCTWORK IN MILLWORK @ UPPER FLOR z REQUEST, — / — ti _ ------ -------ML 14. ALL EQUIPMENT, CONTROLS AND RELATED ACCESSORIES ARE TO BE INSTALLED IN ACCORDANCE WITH THE —— / — cc — N X MANUFACTURERfS SPECIFICATIONS, NO PART OF THIS DESIGN IS INTENDED TO IMPLY THE USE OF ANY PIECE OF EQUIPMENT, CONTROL, ETC, IN ANYWAY OTHER THAN ITS MANUFACTURERS INTENDED APPLICATION(S). 7, / ——————— ------ ----� AIR HANDLERS m _ 1. ALL AIR HANDLERS SHALL BE PROVIDED WITH CODE-COMPLIANT CONDENSATE DRAINS TO AN APPROVED RECEPTOR. 2. VIBRATION ISOLATORS SHALL BE INSTALLED BETWEEN ALL AIR HANDLERS AND ALL THEIR CONNECTIONS TO \` / BUILDING STRUCTURE. ` / I x 3, A VIBRATION ISOLATING CANVAS CONNECTION SHALL BE PROVIDED AT ALL EQUIPMENT-TO-DUCT CONNECTIONS. w / THE CONNECTIONS SHALL BE 2 TO 4 INCHES(INSTALLED LENGTH)AND SHALL BE INSTALLED SUCH THAT VIBRATION \/% p IS NOT TRANSMITTED TO THE DUCTWORK. / ° I 4. IT SHALL BE THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO KEEP THE AHU COILS AND DUCT INTERIORS / O 1 CLEAN AND PROTECTED DURING CONSTRUCTION, IF THE COILS OR DUCTS ARE FOUND TO BE DIRTY AT THE END OF / THE JOB,THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR CLEANING THEM BEFORE INITIAL SYSTEM START-UP, II II II REFRIGERANT CHARGE TESTING QMECHANICAL EQUIPMENT& SPECIFICATIONS PER ACCA STANDARD 5 SECTION 4.3,THE CONTRACTOR SHALL ENSURE THAT THE HVAC SYSTEM HAS THE PROPER REFRIGERANT CHARGE BY ONE OF THE FOLLOWING METHODS: HEAT PUMP: Mitsubishi PUMY-P60NKMU-BS w/ 1 branch box A. FOR THE SUPERHEAT METHOD, SYSTEM REFRIGERANT CHARGING PER OEM DATA/INSTRUCTIONS AND WITHIN±5—F OF THE OEM-SPECIFIED SUPERHEAT VALUE OR -AHU-1:Mitsubishi PEFY-P30NMAU-E3 B. FOR SUBCOOLING METHOD, SYSTEM REFRIGERANT CHARGING PER OEM DATA/INSTRUCTIONS AND WITHIN II AHU-2:Mitsubishi PEFY-P12NMSU-ER2 ±3—F OF THE OEM-SPECIFIED SUBCOOLING VALUE OR AHU-3: Mitsubishi PEFY-P18NMSU-ER2 C. ANY METHOD APPROVED AND SPECIFICALLY STATED BY THE OEM THAT WILL ENSURE PROPER REFRIGERANT CHARGING OF THE SYSTEM, THERMOSTATS: Mitsubishi MHK1 (3 total). Leave set for space temperature sensing at t-stat, do not use return air. NOTE 1, FLOW THROUGH THE HEAT EXCHANGER:EPROPER AIRFLOWS (ACCA STANDARD 5 SECTION 4.1) II IAND/OR WATER FLOWS (ACCA STANDARD 5 SECTION 4,2)THROUGH THE HEAT EXCHANGER DUCTWORK: 26 gauge galvanzied sheet metal w/1/2" liner(unless noted MUST BE WITHIN ACCEPTABLE OEM TOLERANCES BEFORE THE REFRIGERANT CHARGE CAN BE otherwise). Submit shop drawings for review&coordination. I i MEASURED AND/OR ADJUSTED, I SUPPLY AIR BOOTS: Both AC/heatpump and ERV fresh air supplies are to NOTE? MEASUREMENT PARAMETERS:THE SYSTEM MUST BE WITHIN THE OEM(S TEMPERATURE PARAMETERS AT be integrated into one boot with one continuous grille, with separation between STEADY STATE CONDITIONS BEFORE SYSTEM CHARGE MEASUREMENTS ARE UNDERTAKEN, airflows up until back of grille, with 1"wide spacer at back of grille, Refer to NOTE 3. REFRIGERANT CHARGE TOLERANCES: REFRIGERANT CHARGE TOLERANCES NOTED(LE,, ±5—F AND/OR± detail. 3—F OF THE OEM(S RECOMMENDED OPTIMAL REFRIGERANT CHARGE)ARE NOT ADDITIVE TO ANY OEM-SPECIFIED TOLERANCES. REGISTERS &GRILLES: Titus CT-480 model linear bar diffusers throughout ACCEPTABLE PROCEDURES I I unless otherwise noted. Concealed fastening throughout. GWB surfaces to THE CONTRACTOR SHALL USE ONE OF THE FOLLOWING ACCEPTABLE PROCEDURES FOR COMPLETING THE DESIRED I I I I I I recieve with tape&spackle border. Floor grilles to be flangeless heavy duty IMEASUREMENTS AFTER CONFIRMATION OF REQUIRED AIRFLOW(PER RCCA STANDARD 5 SECTION 4.1)AND/OR WATER FLOW I I I I I I type 6 frames. Submit schedule for Architect's review. (PER ACCA STANDARD 5 SECTION 4.2)THROUGH THE INDOOR COIL: I ACCESS PANELS: Frameless finish concealed hardware gypsum panel A. SUPERHEAT TEST DONE UNDER OUTDOOR AMBIENT CONDITIONS,AS SPECIFIED BY THE OEM I I I located per unit manufactuer's specification at AHU's within GWB ceiling. INSTRUCTIONS(TYPICALLY, 55—F DRYBULB TEMPERATURE OR HIGHER)OR I I I I II B. SUBCOOLING TEST DONE UNDER OUTDOOR AMBIENT CONDITIONS, AS SPECIFIED BY THE OEM I ERV: Zehnder ComfoAir CA550 ERV-L NSTRUCTIONS(TYPICALLY,60—F OR HIGHER)OR t —————————————————] I C. ANY METHOD APPROVED AND SPECIFICALLY DOCUMENTED BY THE OEM THAT WILL ENSURE PROPER I WATER HEATER 1: Stiebel-Eltron Tempra 36 Plus (Tankless Electric) REFRIGERANT CHARGING OF THE SYSTEM. I j j WATER HEATER 2: Stiebel-Eltron Tempra 24 Plus (Tankless Electric) KITCHEN EXHAUST HOOD: TBD - 600 CFM maximum. NOTE:IF OUTDOOR CONDITIONS REQUIRE AFOLLOW-UP VISIT TO FINALIZE THE CHARGING PROCESS,THIS SHOULD BE s p ' I I I I I I RECORDED AT BOTH THE INITIAL VISIT AND THE FOLLOW-UP VISIT. I I I i Il I MAKE-UP DAMPER: Model TBD,to be wired to exhaust hood to open while ACCFPTARLF DOCUMENTATION A . hood is in operation. Installed by Mechanical Contractor, THE CONTRACTOR SHALL PROVIDE EVIDENCE OF THE FOLLOWING: 1 I I A. DOCUMENTED FIELD DATA AND OPERATING CONDITIONS RECORDED ON START-UP SHEET I I OR I B. DOCUMENTED FIELD DATA AND OPERATING CONDITIONS RECORDED ON SERVICE RECORDS uf AND f C. WRITTEN JOB DOCUMENTATION OR CHECKLIST IN THE INSTALLATION FILE I I I SYMBOLS THE TEST RESULTS SHALL BE DOCUMENTED AND COPIES PROVIDED TO THE ENGINEER AND THE HOMEOWNER. SUBMITTALS RYALL PORTER SHERIDAN ARCHITECTS I I I I SHALL BE LEGIBLE(NO FACSIMILE COPIES). FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL RESULT IN THE 4 5 WI E S T 21st STREET I 4th FLOOR i I I CONTRACTOR ASSUMING FULL RESPONSIBILITY FOR THE FINAL PROPER PERFORMANCE OF ALL SYSTEMS. I I I I T# Thermostat location and AHU# N E VW YORK , NEW YORK 1 0 0 1 0 I II I P (2112) 254-1175 I F (212) 254-1755 ERV Exhaust(EX)/Outside Air(OA)&required CFM DUCT&PLENUM WORK&LEAKAGE TESTING I I I 1. ALL DUCTWORK SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE MECHANICAL CODE AND SMACNA ` l l I SPECIFICATIONS UNLESS OTHERWISE NOTED, PROJECT#: 1517 _ ERV timed switch F N I 2, ALL DUCTS AND PARTS OF THE SYSTEM SHALL BE SUBSTANTIALLY SUPPORTED AND SECURELY FASTENED TO j ( I STRUCTURAL MEMBERS OF THE BUILDING. DUCTWORK SHALL HAVE HANGERS SPACED 8' -0"ON CENTER '�� Y FI MAXIMUM. HANGERS SHALL BE 1"WIDE X#16 GA. GALVANIZED STEEL STRAP, DRAWN: WWR CO PMES1<��•9 3. ALL DUCT AND PLENUM CONNECTIONS, SEAMS, JOINTS,AND FITTINGS SHALL BE SEALED IN ACCORDANCE WITH * A. O i THE ENERGY CONSERVATION CODE OF NEW YORK CITY.TAPES AND MASTICS USED TO SEAL DUCTWORK SHALL ►` Q p1 I I I ICHECKED: WR = oC I COMPLY WITH UL 181. EXCEPTION:ZEHNDER`iCOMFOTUBEi CONNECTIONS ARE SEALED BY O-RING TYPE GASKETSw ..- m I _ AND NEED NO OTHER SEAL. n _ ---------- ---� I I 4, THE MECHANICAL CONTRACTOR SHALL SUBMIT TWO BLACK AND WHITE COPIES OF SHOP DRAWINGS OF ALL SHEET DATE: 05.27.2016 C7 I I I '� 09p 94 METAL DUCT WORK PRIOR TO FABRICATING ANY DUCT WORK,ONE TO THE ENGINEER AND ONE TO THE ARCHITECT. IOFFS ONP�� THE SHOP DRAWINGS SHALL REFLECT COMPLETE COORDINATION WITH ARCHITECTURAL DRAWINGS, OTHER SCALE: AS NOTED I —————————————— ——————————— NOTE: TRADES,AND EXISTING CONDITIONS. BY SUBMITTING SHOP DRAWINGS, THE CONTRACTOR IS CONFIRMING THAT i I I I Refer to RCP's for wall&ceiling diffuser dimensioned locations, THIS COORDINATION HAS BEEN DONE. SUBMITTALS SHALL BE LEGIBLE(NO FACSIMILE COPIES), ONE REVIEWED(AND l CORRECTED IF NECESSARY)COPY WILL BE RETURNED.FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL� I I I I RESULT IN THE CONTRACTOR ASSUMING FULL RESPONSIBILITY FOR FINAL PROPER PERFORMANCE OF ALL _________________ _ SYSTEMS, LOWER LEVEL -- ------ f7 _____—_—— 5. DUCT AND PLENUM LEAKAGE TESTING AND INSPECTION WILL TAKE PLACE AT A MUTUALLY AGREED UPON DATE --------------- --------- MECHANICAL PLANS ------------ E----------- I I AFTER COMPLETED INSTALLATION OF AIR HANDLERS AND DUCTWORK, INCLUDING AIR SEALING, ALL DUCT WORK & NOTE S N SHALL REMAIN FULLY EXPOSED AND ACCESSIBLE FOR TESTING AND INSPECTION UNTIL AFTER APPROVAL BY THE L—————— —————————————————————— ———————-- ENGINEER.ANY CONSTRUCTION IMPEDING INSPECTION WILL BE REMOVED, AND REPLACEMENT WILL BE AT CONTRACTOR'S EXPENSE. THE ENGINEER(OR THEIR APPOINTED TESTING AGENCY WILL NEED 5 BUSINESS DAYS( NOTICE TO ESTABLISH A TESTING DATE,TESTING WILL BE DONE AT 25 PASCALS PRESSURE DIFFERENCE.TOTAL SYSTEM LEAKAGE(SUPPLY DUCTWORK, RETURN DUCTWORK,AND AHU)OF 10%OR LESS OF THE AHUiS PEAK 1 LOWER LEVEL MECHANICAL PLAN RATED AIRFLOW (IN CFM,OF EITHER HEATING OR COOLING MODE,WHICHEVER IS HIGHER)SHALL BE CONSIDERED 101 MECHANICAL NOTES (continued) LEVIN ELECTRICAL �HOUSE 1. THE HVAC CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR AND THE GENERAL CONTRACTOR TO ENSURE THAT ALL WIRING REQUIRED FOR ALL HVAC COMPONENTS IS INSTALLED PRIOR TO HVAC SYSTEM INSTALLATION AND ACCORDING TO ALL APPLICABLE CODE(S), CONTROLS 1. THE CONTRACTOR SHALL ENSURE THAT ALL CONTROLS FOR THE HVAC SYSTEM(S)ARE SUITABLE FOR THE 29821 MAIN ROAD EQUIPMENT TO BE CONTROLLED AND MEET OEMJS REQUIREMENTS OR RECOMMENDATIONS FOR INSTALLATION AND ORIENT, NY 11957 USE. FURTHERMORE,THE CONTRACTOR SHALL ENSURE THAT ANY REQUIRED SEQUENCING OF EQUIPMENT AND SAFETY DEVICES FUNCTION PER OEM AND/OR APPLICABLE CODE REQUIREMENTS. 2. COPIES OF DOCUMENTATION FOR NORMAL USE OF ALL CONTROLS AND SAFETY DEVICES, INCLUDING REGULAR REVISION DATE --------------------------- - MAINTENANCE REQUIREMENTS, SHALL BE PROVIDED TO THE ENGINEER AND THE HOMEOWNER. I i till __ MISCELLANEOUS PRICING SET 03.25.2016 - ------------- -------- ----- r- FILING SET 05.27.2016 1. ZEHNDER'ICOMFOTUBEi FLEX DUCT ROUTING IS SHOWN AS SUGGESTION ONLY;ANY REASONABLY DIRECT ROUTE 10X6 110 po ITHAT DOES NOT INTERFERE WITH STRUCTURE OR OTHER SERVICES IS ACCEPTABLE, O O _ I--- I / C0 00 Q X N o rX O it X W C`) i I jl ran I i I I i i i i N I � i I I DUCT FROM AIR HANDLER _ v IMECHANICAL PLAN KEYNOTES CY) 3" FLEX DUCTSFROM ERV MANIFOLDS TO TAPS ON BACK 1. CEILING DIFFUSER/RETURN GRILL. OF SUPPLY BOX 2. WALL DIFFUSER/RETURN GRILL. i 3. WALL DIFFUSER/RETURN IN CABINET BASE @ I 1" DIVIDER FLOOR DUCTED TO BELOW, CID PER PLAN LINEAR BAR GRILLE 4. FLOOR DIFFUSER, 5. DUCT TO AUTOMATIC MAKE-UP AIR DAMPER TO _ SUPPLY WALL GRILL BEHIND RANGE. _i ---- - - --------------------I-------------------iii,---------------------------iI - , 3" FLEX DUCTSFROM ERV DOWN MANIFOLDS TO TAPS ON i BACK OF SUPPLY BOX % \ / DUCT FROM AIR HANDLER d' W I 1" FLANGE CONNECTION TO MECHANICAL EQUIPMENT& SPECIFICATIONS BACK OF GWB, MILLWORK, OR FLOOR HEAT PUMP: Mitsubishi PUMP-P60NKMU-BS w/ 1 branch box AHU-1:Mitsubishi PEFY-P30NIVI LINEAR GRILLE, FRAME VARIES - � AHU-2:Mitsubishi PEFY-P12NMSU-ER2 (NOT SHOWN) t AHU-3: Mitsubishi PEFY-P18NMSU-ER2 THERMOSTATS: Mitsubishi MHK1 (3 total). Leave set for space temperature sensing at t-stat, do not use return air. p g A ) ��PPL�YA�IRGRILLE DEAITLDUCTWORK: 26 gauge galvanzied sheet metal w/1/2" liner(unless noted N 0(3 otherwise). Submit shop drawings for review&coordination. J �LoU N SUPPLY AIR BOOTS: Both AC/heatpump and ERV fresh air supplies are to CD be integrated into one boot with one continuous grille, with separation between T airflows up until back of grille, with 1"wide spacer at back of grille. Refer to detail. t— REGISTERS &GRILLES: Titus CT-480 model linear bar diffusers throughout i j unless otherwise noted. Concealed fastening throughout. GWB surfaces to I recieve with tape&spackle border. Floor grilles to be flangeless heavy duty type 6 frames. Submit schedule for Architect's review. (�. ACCESS PANELS: Frameless finish concealed hardware gypsum panel L . located per unit manufactuer's specification at AHU's within GWB ceiling. N 0 ERV: Zehnder ComfoAir CA550 ERV-L FB j WATER HEATER 1: Stiebel-Eltron Tempra 36 Plus (Tankless Electric) WATER HEATER 2: Stiebel-Eltron Tempra 24 Plus (Tankless Electric) i N AHU 3 r KITCHEN EXHAUST HOOD: TBD - 600 CFM maximum. - MAKE-UP DAMPER: Model TBD,to be wired to exhaust hood to open while hood is in operation. Installed by Mechanical Contractor, X Ll� i N u C3 Xx Ln � i SYMBOLS RNALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR ° o X T# Thermostat location and AHU# NEW YORK , NEW YORK 10010 ®� ,1- Q ## ERV Exhaust(EX)/Outside Air(OA)&required CFM P (212) 254-1175 I F (212) 254-1755 LL 0 t ERV timed switch N PROJECT#: 1517 OF Ne }- DRAWN: WWR PMER S140 A. CHECKED: WR I W -- DATE: 05.27.2016 ZN�� 2 A NOTE: SCALE: AS NOTED � ESS NPS' Refer to RCP's for wall&ceiling diffuser dimensioned locations. UPPER LEVEL MECHANICAL PLANS N & NOTES 1 UPPER LEVEL MECHANICAL PLAN MCIjo M NO2 LIGHT FIXTURE SCHEDULE ELECTRICAL NOTES LEVI TAG FIXTURE &LAMP FINISH NOTES HOUSE Al TBD Typ. recessed dowlight 1 . INSTALLATION: ENTIRE INSTALLATION SHALL COMPLY WITH THE 2010 RESIDENTIAL CODE OF NY STATE, ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY MISCELLANEOUS ITEMS, WHETHER A2 TBD Recessed downlight @wet locations SPECIFICALLY INDICATED OR NOT, TO RENDER A COMPLETE ELECTRICAL INSTALLATION, 2. ELECTRICAL SERVICE:ELECTRICAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY& 29821 MAIN ROAD 3 TBD Recessed downlight @ sloped ceiling PROVIDE ALL NECESSARY TRANSFORMERS & EQUIPMENT AS REQUIRED FOR UNDERGROUND ELECTRICAL ORIENT, NY 11957 SERVICE TO THE RESIDENCE . 1 TBD Typ, wall washer (REVISION DATE 3. COORDINATION:VERIFY IN FIELD ALL MECHANICAL EQUIPMENT&MISC.APPLIANCE ELECTRICAL LOADS, SED 03.25.2016 B2 TBD Wall washer @ wet locations AMPERAGE&VOLTAGE REQUIREMENTS AND COMPLY AS REQUIRED. ELECTRICAL CONTRACTOR SHALL FILING SET 05.27.2016 COORDINATE INSTALLATION OF ALL NECESSARY POWER, FIXTURES, SWITCHES &RECEPTACLES IN C1 TBD Hallway wall sconce MILLWORK. 4. LAYOUT: ELECTRICAL CONTRACTOR SHALL LAYOUT ALL ELECTRICAL ITEMS ON SLAB FOR REVIEW BY C2 TBD Guest bath wall sconce OWNER&ARCHITECT PRIOR TO&ROUGH-IN&RUNNING CONDUCTORS, C3 TBD Powder room wall sconce 5. SWITCHES: SWITCHES TO BE LUTRON MAESTRO SERIES WITH DESIGNER SERIES CORRESPONDING FACEPLATES AND ARE TO BE GANGED PER ELECTRICAL PLANS. ALL LIGHT FIXTURE SWITCHES TO BE C4 TBD Master bath wall sconce DIMMABLE W/MULTI-LOCATION DIMMING @ FIXTURES WIRED FOR 3-WAY SWITCHING. REFER TO INTERIOR ELEVATIONS FOR SWITCH LOCATIONS NOT DIMENSIONED IN ELECTRICAL PLANS. TYPICAL SWITCHES TO BE C5 TBD Bedside wall-mtd reading light MOUNTED 42"AFF OC. 6. RECEPTACLES:ALL INTERIOR RECEPTACLES TO BE LUTRON DESIGNER SERIES WITH MATCHING C6 TBD Dining room wall Sconce FACEPLATE COLOR TBD BY ARCHITECT. PROVIDE GFCI RECEPTACLES WHERE REQUIRED BY CODE. SWITCHED RECEPTACLES TO BE LUTRON HALF-DIMMING WHERE INDICATED. WALL RECEPTACLES TO BE D1 TBD Bedroom wall sconce MOUNTED HORIZONTAL @ 12" OC AFF, UON, REFER TO INTERIOR ELEVATIONS FOR RECEPTACLE LOCATIONS NOT DIMENSIONED IN ELECTRICAL PLANS. D2 TBD Bedroom wall sconce 7. LIGHT FIXTURES: LIGHT FIXTURES TO BE PROVIDED BY OWNER&INSTALLED BY ELECTRICAL E1 TBD Bookshelf light (living, study) CONTRACTOR. REFER TO REFELECTED CEILING PLANS FOR CEILING FIXTURE DIMENSIONS&INTERIOR ELEVATIONS FOR WALL FIXTURE LOCATIONS, F1 TBD Step light 8. ADDITIONAL RECEPTACLES: IN ADDITION TO RECPETACLES INDICATED IN ELECTRICAL PLANS ELECTRICAL CONTRACTOR SHALL PROVIDE TYPICAL RECEPTACLES NECESSARY TO COMPLY WITH F2 TBD Exterior step light REQUIREMENTS OF 2010 RESIDENTIAL CODE OF NEW YORK STATE AS WELL AS (8)ADDITIONAL RECEPTACLES &NECESSARY CIRCUITING TO BE LOCATED BY ARCHITECT DURING CONSTRUCTION. G1 TBD Strip lighting @ hallway bookshelf 9. DATA OUTLETS:ALL DATA OUTLETS TO BE LUTRON DESIGNER SERIES FIELD CUSTOMIZABLE MULTI-PORT FRAMES&MATCHING COVERPLATES, PROVIDE CABLE JACK&TELEPHONE JACK WITH HOME RUNS TO G2 TBD Strip lightiing @exterior deck counter UTILITY ROOM 09. G3 TBD Strip lighitng in Ceiling cove @ downstairs baths 10. SLEEVING: PROVIDE(1) 1" o CONDUIT SLEEVE TO EACH DATA OUTLET WITH HOME RUN TO UTILITY ROOM 09 FOR FUTURE USE, U1 TBD Linear ceiling mtd light @ utility/storage spaces 11. SMOKE/CO DETECTORS: SHALL BE PROVIDED &LOCATED TO COMPLY WITH SECTION 313 OF 2010 X1 TBD Landscape mini-spot mounted to wood beams RESIDENTIAL CODE OF NY STATE. ALL DETECTORS TO BE MOUNTED ON WALLS CENTERED AT LEAST 6" BUT NOT MORE THAN 12" BELOW FINISH CIELING. SEE ELECTRICAL PLAN FOR WALL LOCATIONS, ALL DETECTORS TO BE NEST PROTECT MODEL#S3003LWES, X2 TBD Exterior sconce @lower bedroom porches 12. GUARANTEE: ELECTRICAL CONTRACTOR SHALL FULLY GUARANTEE THE ENTIRE ELECRICAL INSTALLATION Y1 TBD Decorative pendant @Entry Stair FOR A PERIOD OF TWO YEARS FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AGAINST ALL EVIDENCE OF IMPREFECT WORKMANSHIP OR FAILURE/MALFUNCTION OF MATERIALS&EQUIPMENT.WORK Y2 TBD Decroative pendant @ Kitchen Island FOUND TO BE DEFECTIVE WITHIN THIS PERIOD SHALL BE REPLACED PROMPTLY WITHOUT COST TO OWNER. Y3 TBD Decorative pendant @ Dining Room 77 ww ##C F, ELECTRICAL SYMBOL LEGEND B RECESSED DOWNLIGHT ? `` ® RECESSED WALL WASHER 04 WALL MTD FIXTURE - CEILING MTD FIXTURE d . � CEILING PENDANT RECESSED WALL FIXTURE RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR _69- SWITCH NEW YORK , NEW YORK 10010 P (212) 254-1175 I F (212) 254-1755 -E9} SWITCH,3-WAY -4 SWITCH, 4-WAY +qP SWITCH,W/DIMMER PROJECT#: 1517 HRv ` 11.1% D A& -69- HRV BOOST(SEE MECH) ca g,�Y �S►, DRAWN: WWR =E) RECEPTACLE ✓� �'� "r ry Fc RECEPTACLE GFCI CHECKED: WR � RECEPTACLE WATERPROOF a DATE: 05.27.2016 =E) RECEPTACLE ONE SWTICHED OUTLET e'0R cW j0Q` RECEPTACLE 4-PLEX SCALE: AS NOTED RECEPTACLE 220V ® FLOOR RECEPTACLE O JUNCTION BOX ELECTRICAL NOTES, ® SMOKE/CO DETECTOR SCHEDULES & DETAILS DATA/CABLE/TEL OUTLET O THERMOSTAT �— DOOR BELL �— CHIME LEVIN HOUSE 29821 MAIN ROAD ORIENT, NY 11957 REVISION DATE PRICING SET 03.25.2016 5272016 -- - FILING SET ---------- -- -- co 0 co I x I o o U ----- / LIGHTING & POWER KEYNOTES a,a,.. g 1. PANEL LOCATION 2. DATA/CABLE/TEL HOME RUN BOX LOCATION Lo 3. SWITCH GANGED WITH LIGHT SWITCHES TO ACTIVATE HRV BOOST FUNCTION, COORDINATE ,' '& WITH MECHANICAL — — _ 2. :f.r, 4. LANDSCAPE MINI SPOT MOUNTED TO EXPOSED -- ` 4 STRUCTURAL WOOD BEAM/ 5, SWITCH GANGED WITH LIGHT SWITCHES TO - \j ACTIVATE HRV BOOST FUNCTION, COORDINATE WITH MECHANICAL 1 X ti, _ I - _ 7• I I I � ii Q _ II II , II II - II II co it I I I I II I I \\ // I I WATER HEATER NOTE: I I SEE MECHANICAL& PLUMBING DRAWINGS FOR I I TANKLESS ELECTRIC WATER HEATER SPEC. X --I— -------——————--- I -I A i S 8 } 77 I I I I II I � °• , e - I -.. RYALL PORTER SHERIDAN ARCHITECTS 1 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 P (212) 254-1175 1 F (212) 254-1755 - - I - II PROJECT#: 1517 II II r I DRAWN: WWR I I I I I _ �► .� CHECKED: WR ` I II `yl� Ix DATE: 05.27.2016 a - " L-----------------� _.� SCALE: AS NOTED �0 If '40 I ___ LOWER LEVEL SEE SHEET E-001 FOR ELECTRICAL NOTES & ELECTRICAL LIGHTING & - - - POWER _ i— — - ---- N REQUIREMENTS & FIXTURE SCHEDULE ----------------- -------------- ---------- - ----------------------------- F- ------------ LOWER LEVEL ELECTRICAL PLAN -----------� r 1 1WEI 1/4"=1'0" E 0 II i LEVIN I HOUSE II 1 1 i -- j 29821 MAIN ROAD ORIENT, NY 11957 I, r I N 1 i REVISION DATE i I ® II � 2 LL PRICING SET 03.25,2016 ----- - --------------- ----------------------- FILING SET 05,27.2016 WP ------------------ ------------- <Q Q I I L }Q") I Q m oo 7 N`w`♦ O �f Q Q f 1 }r♦ LLN ! f LL N LL < }r Q U �r O LIGHTING & POWER KEYNOTES Q co 1. BOOKSHELF LIGHT 2. CONTINUOUS PLUG MOLD OUTLET STRIP LL 3, STRIP LIGHTING @ UNDERSIDE OF EXTERIOR WP Q o Q Q WOOD COUNTER Q Q Q Q I 4. STRIP LIGHITNG CONCEALED IN COUNTER _ o o w w w HEIGHT BOOKSHELF Q 5. SWITCH GANGED WITH LIGHT SWITCHES TO •" o 0 0 o I _, — ®---- -_ ----_-__ —- -_-1--- ACTIVATE HRV BOOST FUNCTION, COORDINATE - - - _, IMECHANICAL 0 _�___ L-Ll__________-----------------l 6. POWER FOR MECH EQUIP IN CEILING cc o I 7. SWITCHED FLOOR OUTLET /X\ ♦�` F HRV �I C) L 1 } ti f S � 1 r L U co \ / I WATER HEATER NOTE: SEE MECHANICAL& PLUMBING DRAWINGS FOR TANKLESS ELECTRIC WATER HEATER SPEC. HRV C\, \/ t N o /\ I co I I / \ Q HRV = I � RYALL PORTER SHERIDAN ARCHITECTS I 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 Q 6 P (212) 254-1175 I F (212) 254-1755 0 0 0 GF 1 G l ea 0 I o PROJECT#: 1517 0 0 `�,S�pt�O Aqc U U DRAWN: WWR �d �_,�g•RY ��j. CHECKED: WR DATE: 05.27.2016 �° 0150&° ! op cw <o SCALE: AS NOTED -- y UPPER LEVEL SEE SHEET E-001 FOR ELECTRICAL NOTES & ELECTRICAL LIGHTING & N REQUIREMENTS & FIXTURE SCHEDULE POWER IE UPPER LEVEL ELECTRICAL PLAN02 1 PLUMBING NOTES LEVIN 1. INSTALLATION: ENTIRE INSTALLATION SHALL COMPLY WITH THE 2010. RESIDENTIAL CODE OF NY STATE. HOUSE PLUMBING CONTRACTOR SHALL PROVIDE ALL NECESSARY MISCELLANEOUS ITEMS, WHETHER SPECIFICALLY INDICATED OR NOT, TO RENDER A COMPLETE PLUMBING INSTALLATION. 2, COORDINATION: PLUMBING CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL NECESSARY GAS ORIENT, MAIN ROAD ORIENT, NY 11957 &WATER SUPPLY TO ALL FIXTURES&APPLIANCES 3, INSULATION:ON ALL HOT WATER SUPPLY, COLD WATER SUPPLY&HOT WATER RETURN PIPING PROVIDE REVISION DATE 1/2"THICK FOAM RUBBER LOW PRESSURE PIPE INSULATION. SEAL ALL JOINTS OF INSULATION W/TAPE& PRICING SET 03,25.2016 ADHESIVE. FILING SET 05.27,2016 HW H HW HW HW HW HW HW ��— HW _ — > i HW HW HW HW HW HW — HW 4. WASTE PIPING:ALL SOIL&WASTE PIPING SHALL BE SCHEDULE 40 ABS PIPING W/SOLVENT WELD ``,, = I FITTINGS, HORIZONTAL DRAINAGE PIPING SHALL BE RUN IN PRACTICAL ALIGNMENT&UNIFROM SLOPE OF 8 NOT LESS THAN 1/4"PER FOOT TOWARD SEPTIC SYSTEM. ` O x ---- 8 _ 5. CONDENSATE PIPING:CONDESNATE PIPING SHALL BE SCHEDULE 40 PVC PLASTIC PEIPE W/SOLVENT WELD CONNECTIONS RUN AT 1/4"PER FOOT SLOPE TO WASTE PIPING, x 6, CLEAN OUTS (CO):CONTRACTOR SHALL PROVIDE SANITARY DRAINAGE CLEANOUTS AS SHOWN ON THESE PLANS&WHEREVERE ELSE NECESSARY TO COMPLY WITH RESIDENTIAL CODE OF NEW YORK _ O STATE. IIIO PLUMBING PLAN KEYNOTES 7. AIR ADMITTANCE VALVES (AAV):CONTRACTOR SHALL PROVIDE T ( ) SUDOR BRAND AIR ADMITTANCE 1. TAN KLESS HOT WATER HEATERS / — I VALVES AS SHOWN ON THESE PLANS &WHEREVERE ELSE NECESSARY TO COMPLY WITH RESIDENTIAL 2. WELL WATER PRESSURIZATION TANK o N`N I O = a CODE OF NEW YORK STATE. AAV'S SHALL BE ACCESSIBLE VIA GYPSUM ACCESS PANEL AND/OR WITHIN 5 3 pjI 3, REVERSE OSMOSIS FILTRATION SYSTEM MILLWORK _— 4. CONDENSATE DRAIN FROM MECH EQUIP , GC TO COORDINATE, 5, HOSE BIB W/INTEGRAL VACUUM BREAKER, TYP. 8. CIRCULATING HOT WATER:CIRCULATING HOT WATER PIPING SHALL BE INSULATED TO AT LEAST R-2. 6. SYSTEM WATER SHUT-OFF Lo I — - E———————- - — K 1CIRCULATING HOT WATER SYSTEMS SHALL INCLUDE AN AUTOMATIC&READILY ACCESSIBLE MANUAL 7. INSULATED HOT WATER RECIRCULATING SUPPLY \\ I I SWITCH THAT CAN TURN OFF THE HOT WATER CIRCULATING PUMP WHEN THE SYSTEM IS NOT IN USE. LOOP T�- -- — ---------j /�', `� / \— � °' = 8. AIR ADMITTANCE VALVE(AAV)ACCESSIBLE r- 9. POOL HEATER:POOL HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH TO THROUGH MILLWORK ACCESS PANEL I ALLOW SHUTTING OFF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT SETTING. POOL HEATER I X 5 SHALL HAVE TIME SWITCHES THAT CAN AUTOMATICALLY TURN OFF AND ON HEATERS AND PUMPS CL j \\ I ACCORDING TO A PRESET SCHEDULE. It I � _ I i/ O I ————-- 10, GUARANTEE: PLUMBING CONTRACTOR SHALL FULLY GUARANTEE THE ENTIRE PLUMBING INSTALLATION / 3 U 1 —-- FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AGAINST ALL O EVIDENCE OF IMPERFECT WORKMANSHIP. WORK FOUND TO BE DEFECTIVE DURING THIS PERIOD SHALL BE /II O 1 — I 1 REPLACED PROMPTLY WITHOUT COST TO THE OWNER, 3e I i 3 11 i II / II II � � � II II I II 1 FIXTURE SCHEDULE 1 3 I z 1 FIXTURE CONNECTIONS > w 1 MARK FIXTURE C,W, H.W. WASTE VENT #m t� II Q P1 BATHTUB/SHOWER 1i2" 1/2" 2" AAV 5 P2 WATER CLOSET 1;2" - 3" AAV 5 Y I II \ / P3 LAVATORY 1;2" 1/2" 11/2" AAV 6 P4 CLOTHES WASHER 34" 3/4" 2" AAV 1 I I I I II I I P5 DISHWASHER 1/2" 2" AAV 1 / li \ / P6 KITCHEN SINK 1/2" 1/2" 2" AAV 1 I I \ / I I WATER HEATER 1: Stiebel-Eltron Tempra 36 Plus I I I I V I (Tankless Electric) P7 HOSE BIB 1/2" 4 3 I _ I I A I I WATER HEATER 2: Stiebel-Eltron Tempra 24 Plus _—————_—--——_— ��—i (Tankless Electric) P8 LAUNDRY SINK 1/2" 1/2" 2„ AAV 1 II II / v 3 wU) j \ O I f w—j I , CL on �� RYALL PORTER SHERIDAN ARCHITECTS I II II 45 WEST 21st STREET I 4th FLOOR II II NEW YORK , NEW YORK 10010 P (212) 254-1175 I F (212) 254-1755 II I II II I II II I I 11 II I PROJECT#: 1517 DRAWN: WWR 4`w$`~ �S.RI',��✓SPP II II CHECKED: WR , I I I I I i --- --------- DATE: 05.27.2016 9 �0. P pop. N[W 10 I II II SCALE: AS NOTED I I I II II I I it II I -- ---- - i LOWER LEVEL _________________ ----------------------------- PLUMBING PLAN N & NOTES I-------------------------------------------- 1 LOWER LEVEL PLUMBING PLAN s LEVIN HOUSE 298321 MAIN ROAD ORIENT, NY 11957 --- -------------------- REVISION DATE -- - PRICING SET 03,25.2016 FILING SET 05.27.2016 8 L__J oo co u') 0- IL 5 ' I I I i i i / J / FLOORPLAN KEYNOTES 1. ELECTRIC TANKLESS HOT WATER HEATER 2. WELL WATER PRESSURIZATION TANK I 3. REVERSE OSMOSIS FILTRATION SYSTEM II 4. CONDENSATE DRAIN FROM MECH EQUIP II 5. HOSE BIB W/INTEGRAL VACUUM BREAKER, TYP. 6. SYSTEM WATER SHUT-OFF - ---. — - --------------- ------- L------ - --''--------- -------- RECIRCULATING SUPPLY LOOP WITH REMOTE ACTIVATED PUMP W W 8. AIR ADMITTANCE VALVE(AAV)ACCESSIBLE THROUGH MILLWORK ACCESS PANEL X c� CL MH 4 _ x � o � / 8 7 I p,� I I/ \ I = I Lu � II Jo = I 00 OEE 00 x i \ / � x V /\ HW HW / \ / \ x n- \\ Lq co / \ C. / \I77 r � - a 2 e ....� _ ' I I I I II � MH MH m cy) RYALL PORTER SHERIDAN ARCHITECTS °- - l) 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 �17 ( ® ® P (212) 254-1175 1 F (212) 254-1755 0 -- ----------- _ Q N Q I PROJIECT#: 1517 8 ,ql,t�gRBD Aq DRAWN: WWR 4t ��\'k S.iQy�� CHECKED: WR DATE: 05.27.2016 9?, �0 0150�� op p gw °Q . SCALE: AS NOTED UPPER LEVEL PLUMBING PLAN N 1 UPPEF� LEVEL PLUMBING PLAN 1'' 02 I