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Home My WebLink About45792-Z 0�0 1p Town of Southold 4/18/2023 P.O.Box 1179 2-1 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44027 Date: 4/18/2023 THIS CERTIFIES that the building ACCESSORY Location of Property: 855 Soundview Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 94.-1-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/27/2018 pursuant to which Building Permit No. 45792 dated 2/6/2021 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: non-habitable,non-sleeping accessory pool house with half bath as applied for. The certificate is issued to Landau,Adrienne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-06-0071 3/24/2023 ELECTRICAL CERTIFICATE NO. 45792 7/20/2021 PLUMBERS CERTIFICATION DATED 5/27/2021 k;4chardfqmenzuli Autho ' Si re -G, TOWN OF SOUTHOLD fSUff G moo y BUILDING DEPARTMENT TOWN CLERK'S OFFICE 4,'� • �fij 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#: 45792 Date: 2/6/2021 Permission is hereby granted to: Landau, Adrienne 350 W 50th St New York, NY 10019 To: Construct an accessory poolhouse as applied for per SCHD approval. Replaces BP# 42588 At premises located at: 855 Soundview Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 94.-1-7 Pursuant to application dated 2/6/2021 and approved by the Building Inspector. To expire on 8/8/2022. Fees: PERMIT RENEWAL $181.80 Total: $181.80 Building Inspector g �xc TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42588 Date: 4/19/2018 Permission is hereby granted to: Landau, Adrienne 350 W 50th St New York, NY 10019 To: construct an accessory poolhouse as applied for per SCHD approval At premises located at: 855 Soundview Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 94.-1-7 Pursuant to application dated 3/8/2018 and approved by the Building Inspector. To expire on 10/19/2019. Fees: ACCESSORY $313.60 CO -ACCESSORY BUILDING $50.00 Tot $363.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. Qa — a 7 D 9P-., New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 5 CJ So 1-)r)c V J DO a±±)+U(k House No. Street Hamlet Owner or Owners of Property: L an aLt 7 111 Suffolk County Tax Map No 1000, Section Block Lot SubdivisionG Filed Map. Lot: Permit No. Q Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �(� Applicant Signature OF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c o sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 Cour+m,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Adrienne Landau Address: 855 Soundview Ave city:Mattituck st: NY zip: 11952 Building Permit#: 45792 section: 94 Block: 1 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: POB Electric License No: 4473ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 8 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water G CI Recpt Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser 1 Si gle Recpt Recessed Fixtures 3 CO2 Detectors Sub Panel A/C Blower ange Recpt Ceiling Fan 1 Combo Smoke/CO Transformer LED Lighting Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 22 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Mini-Split (1), Notes: Pool House Inspector Signature: Date: July 20, 2021 S.Devlin-Cert Electrical Compliance Form VS .... ... .. .. TownEIall Annexj Tc1q0:h6fie:(631)7654802 54375 Fax(63I):765-9502 Main Road .64 .P.O.Box-1179 :Southold,NY 11971!.0959 t� Ls ..BUILDING DEPARTMENT TO"OF SOUTHOLD JUN 2 3 2-021 RIU371TIVING MPT. "AJITIQATION Date: Buflding:Perm I it No.. ITy 5r7 q Q- towner, i4w d�bo-Lk- (71 se ppnt) Plug b.. A? J, (Pleas pri e n1) l.certify hat:the:solder used in the water supply system contains less.than 2/10 of No lead'.' (P.lumbe''ri's'Signaturie) Sworn to beforeime this day of 20 D-1 c <p.4Tv I,< County: N6taryP. ubl.'1 LAURIE R.HABERMAN NOTARY PUBLIC,STATE OF NEW YORK 01HA4854256,SUFFOLK COUNTY COMMISSION EXPIRES MARCH 10, .. ......... .......... .. SOUlyolo # # TOWN OF SOUTHOLD -BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [. ] PRE C/O REMARKS: f I _n ICOLAqk� _ les r �-- .K MC4 _ e' IS-- r-n_ Cam Q4 A . M,� ' DATE INSPECTOR u`� O�apF SOUlyo6 l J f # TOWN OF S.OUTHOLD BUILDING DEPT. `yrn�an '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIO CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O I REMARKS: ( 6d� P4,j ,�,,91\NI04l 9 -u0cX #A�� CS . - �C d-AAL 11110,14q x uy NimiAll DATE I INSPECTOR - 5' � 0 pFSOU — - - - - - - - oy� TyO� * # TOWN OF SOUTHOLD BUILDING DEPT. �` • io cou765-1802 - .. -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O y ��lo -ovA �M/7;4 6MARK6S: � • � w� GoA" an •CP�� maw IL DATE INSPECTOR 4/ rmok �f �b 1 u �f so 9 �.� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [' ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [^PELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: To er'L 4f" DATE INSPECTOR i OF So �� yo # # TOWN OF SOUTHOLD-BUILDING DEPT. u 765-1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL Pd-0(,t-bJSl;r [` ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE )�.L�� 2� INSPECTOR NAROFSK) A R C H I T E C T U R E JAN 2 .9 2021 August 6, 2020 Building Department Town of Southold 54375 Route 25 P.O. Box 1 179 Southold, NY 11971 AFFIDAVIT RE: Framing Inspection LANDAU RESIDENCE 855 Soundview Ave Mattituck, NY 11952 Section 94 Block 1 Lot 7 Permit # 42588 I have completed thefry ming inspection of the above referenced residence and to the best of my knowledge I hereby certify that the inspection is acceptable and the installation conforms to the design depicted on the approved drawings. The work also adheres to codes per the NY State Building Code, Town of Southold and other applicable jurisdictions. If you have any questions or require any additional information please contact me. Si r—�YD A&C M.NA) Oy/�� n �A 75984 Q� LI # 6 37-18 NORTHERN BLVD SUITE 317,LONG1SLAND CITY,NY I 1101 T.212.675.2374 F.212,675.2375' WWW.NAROFSKY.CQM iNJAROFSK� A R C H I T E C T U R E March 2, 2021 Building Department Town of Southold 54375 Route 25 P.O. Box 1 179 Southold, NY 11971 AFFIDAVIT RE: Strapping Inspection LANDAU RESIDENCE 855 Soundview Ave Mattituck, NY 11952 Section 94 Block 1 Lot 7 Permit # 42588 I have completed the st�n_q inspection of the above referenced residence and to the best of my knowledge I hereby certify that the inspection is acceptable and the installation conforms to the design depicted on the approved drawings. The work also adheres to codes per the NY State Building Code, Town of Southold and other applicable jurisdictions. If you have any questions or require any additional information please contact me. Sincerely, RED ARCy/ �5 M.NARO co (J) Stuart Narofsky FAIA A 159B4 yO LI # ARI 0009026 FO(= N�� 37-18 NORTHERN BLVD SUITE 317, LONG ISLAND CITY,NYI 1 101 T.212.675.2374 F.212.675.2375 WWW.NAROFSKY.COM NAROFSK� A R C H I T E C T U R E March 2, 2021 Building Department Town of Southold 54375 Route 25 P.O. Box 1 179 Southold, NY 11971 AFFIDAVIT RE: Rough Plumbing Inspection LANDAU RESIDENCE 855 Soundview Ave Mattituck, NY 11952 Section 94 Block 1 Lot 7 Permit # 42588 I have completed the.rouah plumbng inspection of the above referenced residence and to the best.of my knowledge I hereby certify that the inspection is acceptable and the installation conforms to the design depicted on the approved drawings. The work also adheres to codes per the NY State Building Code, Town of Southold and other applicable jurisdictions. If you have any questions or require any additional information please contact me. Sincerely, M.NARo� /TF CO Stuart Narofsky FAIA 159a� yO LI # ARI 0009026 SOF NE`N 37-18 NORTHERN BLVD SUITE 317, LONG ISLAND CITY,NY I 1 101 I � 7 T.212.675.2374 F.212.675.2375 WWW.NAROFSKY.COM ( �' NAROFSK) ARCH ITECTU RE July 19, 2021 Attn: Town of Southold 54375 NY-25 Southold, NY 11971 Re: 855 Soundview Ave. Mattituck, NY 11952 B.P# 45792 To whom it may concern, This is to certify that the foundation and footings of the project mentioned above were installed per the approved architectural plans and conform to New York State &Southold applicable codes. Please let me know if there is any additional information required. Sincerely, D AR�h'i �5 od.NgRp� T� C� Q` - •'i � 75984 ' FOF-N Stuart Narofsky FAIA 37-18 NORTHERN BLVD SUITE 317,LONG ISLAND CITY,NY I 1 101 ' j• j'(!Yftp;. T.212.675.2374 F.212.675.2375 WWW.NAROFSKY.COM FOUNDATION 'FOUNDATION( I PLUMBINGt ROUGH FRAMING& I� INSULATION •STATE ENERGY CODE MIA "x.6,:3 - ADDITIONAL . Nt -- two C��,� ,. ' ; ffr �,� , r��-a� ► �.� o, � r • � o.1 MINE— • TOWN OF SOUTI3OLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HA LI., Board of I lealth SOUTHOLD, NY 11971 4 sets of Building Plans X TEL: (631.) 765-1802 Planning Board approval, FAX: (631) 765-9502 survey X Southol(ItoWmay.gov PLO. Check X Septic Foran N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined ,20 n Single&Separate RD Tniss Identification Form �J Storni-W,1tcr Assessment Fornt_ — FEB Contact: Suffolk Environmental Approved ,20 Mail to: Consulting,Inc. Disapproved a/cP.O.Box 2003•Bridgehampton•NY•11932 TOWN OF 50 Phone: (631)537-5160 fiNpiration Lo I C.20 Building Inspector APPLICATION FOR BUILDING PERMIT Date December 11 , 2p 17 I NSTRU01ONS a.This application MUST be completely filled in by typewriteror in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fere 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 xvaterways. e.The work covered by this application stay not be conutaeneed before issuance of Building Pennit. d.Upon approval of this application, the Building Inspector will issue a Building Pennit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. c.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, livery building, permit shall expire if the work authorized has not commenced within 12 months atler the date of issuance or has not been completed within 18 months from such date. l fno zoning aniendnients or other regulations affecting the property have been enacted in die interim, the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. 'There after,a new p emit shall be required. APPLICATION IS i-IF,REBY MADE to the Building Department for the issuance ofa Building Permit pursutant.to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable I�Iws.Ordintknnces 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,hot Gina code.1 regul tions,and to admit authorized inspectors on premises turd in building for necessary inspections. (Sitnaturc of'apl�liecnt or natttc.if a corporation) P.O. Box 2003 • Bridgeham_pton • NY - 11932 (Mailing address ofapplic int) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder AGENT Marne of owner of premises_ ADRIENNE LANDAU (As on the tax roll or latest (teed) If applicant is a corporation, signature ofduly authorized officer (Name and title of'corporate officer) .. Builders i.,iccnsc No. Plumbers License No. �.. Electricians License ,No. Otiaer'.1'radc'.s License No. 1. Location of land on which proposed work will be clone: 855 Soundview Avenue Mattituck House Number Street Hamlet County'I'ax Map No. 1000 Section 094 Block 001 Lot 007 N/A Filed Mai No. N/A Lot N/A Subdivision 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occ:upanc;y_ Single FamiLyResidence w/Swimming Pool &Deck b. Intended use and occupancy Same w/Proposed Workshop. 3. Nature of work (check which appli "Ic): New Building X Addition Alteration Repair ,Removal -------- t er Work $450 000± (Description) 4. Estimated Cost � ,.. Fee E=' `x ' Trr be aid on film this application);f t = C;. p g pl 5. It dwelling, number of dwelling units a A Number of ciwellil'itQ is on each floor N/A If garage, number of cars N A G. i f business, commercial or mixed occupancy, specify nature andextent oreach type of use:. N/A 7. Dimensions of existing structures, irany: l rotit� �3:9.Q ±...; near 39.0' ± ®,Depth 30.0' ± Height <35.0' Number of Stories One X11 Dimensions of same structure with alterations or additions: Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A S. Dimensions of entire new construction: front 31.75' Rear 27.25' Depth 17.5' Height 20' @ midpoint Number of Stories 2 9. Size of lot:Front 100.55' Rear 98.72' Depth 340.67' (average 10, Date of Purchase Nov. 16, 1998 Nance or Former Owner Hosny Selim 11.Tone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law,ordinance or regulation? YES NO X 1.3. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES N() X Penthouse 1A;350 W.501h Street 14. Names of Owner of premises Adrienne Landau Address New York,NY 10019 Phone No. (631)537-5160 Nome of Architect Narofsky Architecture Addre:sS 37-18 N.Blvd.;L.I.City,NY i1ftone No (212)675-2374 Name of Contractor Address Phone No. 15 a. Is this property within 100 reet of a tidal wetland or a freshwater wetland? *YF„S X NO._,,® * if YES, SOU`1'NOI.,D TOWN TRUSTEES & D.E.C. PERN11TS 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..117 elevation at any point on property is at 10 feet or below,must provide topographical data out survey. 18. Are there any covenants and restrictions with respect to this property? * YESNQ__X * IF YES, PROVIDE A COPY. STATEOFNCW YORK) SS: COUNTY OF Suffolk ) Bruce Anderson @ Suffolk Environ.Consulting,Inc. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Ule is the AGENT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and 6 duly authorized to perform or have Ixrformed tlx: said work and to makes and file this application;' that all statements contained in this application are true to the best of his knowledge and belief,and that the work%611 be 1wrfomied in the manner set forth in the application filed therewith. Sworn to before me this day id 20 19 _AAatthPw D. (vans Nofar'y' 4 of Ns%v York O-L, Nota l'ubiic �r, �8�9 ry Qualified in "Alolk County Signature of Applicant Commission Expii es January 22, 20 ,i - x • c Michael J.Domino,President ��Of s® Town Hall Hall Annex John M.Bredemeyer III,Vice-President ,`O �� 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith • Telephone(631) 765-1892 A.Nicholas Krupski O Fax(631) 765-6641 l�COUI�T`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 6, 2017 Matt D. Ivans Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: ADRIENNE LANDAU 855 SOUNDVIEW AVENUE, MATTITUCK SCTM#: 1000-94-1-7 Dear Mr. Ivans: The Southold Town Board of Trustees reviewed the survey prepared by Barrett, Bonacci & Van Weele, PC, last dated September 29, 2017 and determined that the proposed construction of a detached Workshop is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Michael J. Domino, President Board of Trustees MJD:dd essential Energy P.O. Box 1013 Glenn Hooper Smithtown, NY Conservation Fax (631) 382-8240 11787 Cell (631) 767-8828 www.eneray-experts.net Energy Efficient Construction Consulting RESENT Rater I Passive House Rater I DOE Qualified Home Assessor I ANSI Level I Thermographer I Elite Soft RHVAC instructor I NYS TOB CEO Attention;Michael J.Verity Chief Building Inspector 6/8/2021 Town of Southold Building Department 54375 Route 25 Southold,NY 11971 Regarding,Blower door testing request for a Pool house at 855 Soundview Ave,Mattituck NY Michael, I was contacted by Lou Piscopo to provide infiltration testing on a pool house.As this would be the first request for testing a pool house in 14 years,I thought it might be prudent to verify applicability. 1) Looking in the 2020 NYS ECCC, [NY]SECTION R102 APPLICABILITY [NY]R102.1 Applicability.The ECCCNYS—Residential Provisions apply to(1)the construction of new residential buildings,(2)additions to and alterations of existing residential buildings,(3)additions to and alterations of building systems in existing residential buildings. 2) Then,chapter 2 for the definition of Residential Building, [NY]RESIDENTIAL BUILDING.For this code,includes the following: 1.Detached one-family dwellings..... The definition continues but for brevity,all are other"dwelling"types. 3) The Definition of Dwelling(Unit) DWELLING UNIT.A single unit providing complete independent living facilities for one or more persons,including permanent provisions for living,sleeping,eating,cooking and sanitation I have searched in multiple thread types,and come to the conclusion I hope you might agree with. A.pool house,not habitable as a dwelling could be exempt from the Energy Code.Generally speaking,Anything that gets a Certificate of Occupancy would be required to meet the NYS ECCC,but structures obtaining a Certificate of Completion should be exempt. Additionally,Buildings with very small volume's have an extremely difficult time meeting the required 3ACH50. This building has a volume of approximately 8400 cu ft.The required blower door measurement is 8400*3/60=420CFM50_(al-3 ACH) Arguably and for consideration, How much would be saved if we compared to the old 7 ACH50. 8400*7/60=980CFM50. If we subtract the difference 980cfm50-420cfm50=560CFM50 over. Now,to actually see the difference of new code Vs old code and put in terms that are more intuitive,we need to CONVERT cfm50 to cfin Natural. For a single story home,in NYS the Lawrence Berkley Lab,"N"Factor is 19.We divide the 560/ 19=29CFM Natural. If this pool house was built to the old 2010 ECCC,at 7 ACH50 there would only be a savings of 29CFM with the new 2020NYS code. A bathroom exhaust fan normally can produce 120CFM,far exceeding the overage and nullifying any savings. Its my professional opinion as a HERS rater,Prior RESNET QA Designee and a NYS code official that infiltration testing should not be required for a non habitable pool house. I hope you find this information valuable in determining code compliance in your jurisdiction. Please don't hesitate to contact me if you have any questions, Regards, ftoorey Glenn Hooper NEW YORK Department of TATE OF OPPORTUNITY Environmental Conservation New search Or use the browser back button to get to previous page DEC Permit Application Detail A Application ID: 1-4738-03583/00002 Q Facility: Landau Property Q Location: 855 SoundviewAVE1SCTM#1000-94-1-7, Mattituck, NY 11952 ® Town or City: Southold ® Applicant: Landau,Adrienne Permit Type: Freshwater Wetlands Q Application Type: New A Date Received: 03/23/2005 ® Status: No Jurisdiction as of 05/23/2006 Q Complete Status: Complete as of 05/23/2006 Q UPA Class: Minor Short Description: Tidal wetland NJ letter request,and fww jurisdictional inquiry. Q ENB Publication Date: Written Comments Due: SEQR Class: Type II Action ® SEQR Determination: Not Applicable Lead Agency: None Designated Environmental The application is not subject to the Departments Environmental Justice ® Justice: policy(CP-29). Either the permits needed for the project are not subject to the policy or it has been determined that the project would not affect a Potential Environmental Justice Area. SHPA Status: The proposed activity is not subject to review in accordance with SHPA. A The application type is exempt and/or the project involves the continuation of an existing operational activity. ® Coastal Zone Status: This project is not located in a Coastal Management area and is not subject to the Waterfront Revitalization and Coastal Resources Act. Final Disposition: No Jurisdiction as of 05/23/2006 Permit Effective Date: ® Permit Expiration Date: Stimulus Project: No Other Known IDs: None DEC Contact: SUNY @ Stony BrookI50 Circle Rd,Stony Brook, NY 11790 Tel:(631)444-0365 Please email the Regional Office for additional information or questions regarding this application. New Search Or use the browser back button to get to previous page Search Wizard Instructions �4�gUEfOl �OILDING DEPARTMENT- Electrical Inspector �r. TOWN OF SOUTHOLD ca AUG 2 8 2 lT8wn Hall Annex - 54375 Main Road - PO Box 1179 ay • �� _ Southold, New York 11971-0959 BT%lephone (631) 765-1802 - FAX (631) 765-9502 roper:richertO,'town:southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 'I' Q o Date: -2116 �� Company Name: eq. �cc-�crc Name: 9we License No.: 14-- _ email: �e roc Coe- Address: ?26 Phone No.: JOB SITE INFORMATION: (All Information Required) Name: L, CA Address: IrSY Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) 4.)-'re- PcyI4,sc Circle All That Apply: Is job ready for inspection?: �/ NO Rou In Final Do you need a Temp Certificate?: YESC) Issued On . Temp Information' (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 4C & 82-Request for Inspection Form As LJ ('Z t ylffQt; : Il ING DEPARTMENT- Electrical Inspector l, ! TOWN OF SOUTHOLD AUG 2 8 2%wn Hall Annex - 54375 Main Road.- PO Box 1179 Southold, New York 11971-0959 R€�IIWG Dile p hone (631) 765-1802 - FAX (631) 765-9502 OW. Or �O X roger.richert0town:southold.nv.:us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: o Date:, Company Name: �cc-fir. Name: 9 License No.: �y�/7 email: cle , ca,-. Address: 4. 2 7 _ Phone No:: JOB SITE.INFORMATION: (All Information Required) Name: LGt,N (A Address: Cross Street: Phone No.: BIdg.Permit#: ; . _ email: Tax Map District: 1000 Section: Block: Lot:: BRIEF DESCRIPTION OF.WORK(Please Print Clearly) Circle Alf That Apply: Isjob ready-for inspection?: NO Rou In Final Do you need a Temp Certificate?: YES issued On_ Temp Information' (All information required) Service::Size 1 Ph 3 Ph Size: A . #Meters .Old Meter# _ New Service - Fire Reconnect- Flood Reconnect- Service Reconnected- Underground - Overhead #.Undergt:ound Laterals....1 2 H Frame Pole Work done.on Service? Y N... . Additional Information: PAYMENT-15 WITH APPLICATION ya q6%? 82-Request for Inspection Form.As O PERMIT# Address: . , Switches Outlets"-` ' GFI's Surface Sconces 44H's_ UC Lts Fans I, Fridge HW Exhaust Oven Dryer ' -DVIU SeWk smokes .:. Cafl olt �ktop A `BA Special:._ l v Comments:. FFQ Scott A. Russell Su p STO]KAM[WA' IER, SUPERVISOR �T �T � z I��1[A\I�A�G�]EI��JUE1�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 'tSf�O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT T INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY ❑RA. 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. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑PKr D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F., Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ............................... .... .. .. ... ..... ................. ........... ......... _......... ........._.. . ............................................... ....... ..... If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: '`l District NAME: C_MV I6J� Prm Section Block Lot 6isnnmrc, :"":k:k FOR.BUILDING DEPARTME.NT USE ONLY " Contact Information: 63l-_V3 ` — —51 O (telephone Number) Reviewed By: 2_ueq_� — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — r Approved for processing Building Permit. SSS- 1+W - LI Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 4 � Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President HAND DELIVERED February 26, 2018 Building Department Town of Southold P. O. Box 1179 Southold, NY 11971 Re: LANDAU Property Situate: 855 Soundview Avenue■ Mattituck■ New York SCTM#: 1000—094—01-007 To whom it may concern, This Firm represents the owner of the above referenced property who is seeking all required regulatory approval to construct a detached Studio thereon. Consequently, this office respectfully requests for a building permit from your Department. Please find attached: (1) Town of Southold Building Permit Application; (2) Owner's Endorsement; (3) Copy of Certificate of Occupancy Nos. 37757, issued September 1, 2015, and 37826, issued October 7, 2015; (4) New York State Department of Environmental Conservation Confirmation of Letter Of Non-Jurisdiction No. 1-4738- 03583/00002, issued May 23, 2006; (5) Town of Southold Board of Trustees Letter Of Non-Jurisdiction, dated December 6, 2017; 2 (6) Building Plans, prepared by NAROFSKY ARCHITECTURE, dated August 23, 2017 (four [4] sets); (7) Survey of subject property, prepared by BARRETT, BONACCI & VAN WEELE, PC, last dated September 29, 2017 (four [4] prints); and (8) Check made payable to the "Town of Southold" to cover the requisite application fee. Kindly commence the review of this application and issue the requested building permit at your earliest opportunity. Should you have any questions, please feel free to contact this office at any time. Thank you as always for your attention and consideration. Sincerely, Matt D. Ivans attachment cc: A. Landau. OWNER'S ENDORSEMENT (TO BE SIGNED IF APPLICANT IS NOT OWNER) STATE OF NEW YORK ) COUNTY OF NEW YORK) ss: ADRIENNE I. LANDAU being duly sworn, deposes and says: I reside at: 855 Soundview Avenue • Mattituck • Town of Southold In the County of Suffolk and the state of New York, and am the(owner in fee) (officer/agent of the Corporation which is owner in fee) of the premises described in the foregoing application and that I have authorized: Suffolk Environmental Consulting,Inc. to make the foregoing application as described herein. � ' C Signature Signature If Corporation,name of corporation and Officer Officer's Title Before me,th''s 1 n� l day of f I , 2017 �• �, — STEWART M. KAPLAN Notery Public, State of New York Notary Public fteilstiation 00MA5072043 Quafi4ad in kew Yolk CounM. Cwnrniwon Egirw Jan.2t,20iE pF SO(/jyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q OOUM`1,� BUILDING DEPARTMENT February 8, 2022 TOWN OF SOUTHOLD Landau, Adrienne 350 W 50th St New York, NY 10019 RE 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. A fee of$50.00. X_ Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45792-Z Pool House I 3.4 OUND ONG IWO �.g AAPy Xil•SAtG 3.7 7.6 3.8 - _ »» N 68'54'30" .E .. 98.72' . --+--�----.... �? N N "I. 'T1f 8.F3o »» 4.75 _....�. w Bw ON },i�ofs- J M(jN(�A`t NTD ,w C1.5 fAUN d 1.5E ...... 73.9 _ < r �R » 3.5 1Z W LEGEND � w.- ..»-. ._�. ...._ ,, _... _........_.. __. _.... WALL EDGE Or PAVEMENT OVERHEAD WIRES f � 49.9 .•_ ...... CHAIN LINK FENCE ` -0 �-- FENCE OTHER HEDGE/TREE ROW w. ppf 57.x, LANDWARD LIMIT OF RfAT1JRAL CONCRETE - ,L. # "J« PROTEC77VE FEATl.)RE AREA LINE y' wi AS SHOWN ONTHE COASTAL r r TREE LINE EROSION HAZARD AREA MAP a" w7.a SHEET 3 OF 49, ISSUED 8/29/1988 0 i CONTOURS j Tc 5519( TOP/BOTTOM OF CURB .:,,,�...,«- """ ,"` :!.$ SCS.\ .. ``.S� 5•�..2�✓ �?::Sit 5 TOP/BOTTOM OF WALL I 7 0c ,_ r .. r SF.t -55.4\ -f-... .... -� ,�.. 43 SPOT ELEVATION f�,f � `- F.r, �'L FIRST FLOOR ELEVATION AJ i E.F, E; . BASEMENT FLOOR ELEVATION ; , 3 3 + �...f \` ; s � h �.,� v TILL TY POLE N S710 TREE No 7Yk r".d1� 4 K3'E.. :i< '{�.,; f?10c, t $s � ....;? aEE MONUMENT is ( pl-,2 �•-• !'3,:' t:,".,.D'a x f ,..•-r``'. ..� f +rte, 1/6i 'C X 4A ff a=o9 G>9. ;y .._ F T4' 64,46BW t'O.bt + L �w' vs P TW f :31.19 NOTES. 5c�py 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC '. PURPOSE, AND IS NOT INTENDED TO BE USED FOR A o w, IL.Y � w, I TRANSFER OF TITLE OR ANY FINANCIAL PURPOSE. -� " CK zR 2, THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A € �sq.7 59.- !'°' 3 ' TITLE REPORT AND THEREFORE, THE EXISTENCE OF ` " " ' `" +E I '' ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR -f i = ! ,-c.4 �,:7 RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT SHOWN t r I OR ADDRESSED. 3, PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVEY. TYrd S .:�.�.�..r' ........................ 4Y<�el c[3 ..�^•-. _.,,..�r- ...... dt _ _..» + ,, I 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE �ti x t 4- 59.4 { �� R + 7.s � �� NOT EXAMINED OR CONSIDERED AS PART OF THIS ti "2+ 658.5 1 SURVEY. Tw^Fn"1;I i I ti 53,1 -`- + ,>: , t2,. t 1E^ } 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE 58.29 FEtU,. �d�. M �-z' = STRUCTURES TO THE PROPERTY LINES ARE FOR A DEC.t[t .� M_v. is,�•-, �+TS C. SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, 4- SQ" RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, if;n7 5IADDITIONS TO BUILDINGS OR ANY OTHER sFE `` ".9 ��t:��;r t:r �j I 4- CONSTRUCTION. 112" 12•. I fr t W Tn c.74L >CFO. Fw'. J#(p -' %� ?{ �Y 6. DEED REFERENCE: LIBER 1292F3 PAGE 829 t5W .i�. >x )'f 1'1•x`'` /%'''.••. .wT'.F-.iF ) t 3f i .Y 7. LOT AREA 33,732 SQ. FT. OR 0.77 ACRES. 8. ELEVATIONS SHOWN HEREON REFER TO N.A.V.D. 1988. ., . 4 _ .' r- -., •�r. e• 9, SNOW COVER AT THE TIME OF THE SURVEY MAY HAVE Q OBSCURED SURFACE FEATURES THAT WERE NOT its' m'y G)-.,.,,,w fiEC' P S fir/ 00 MAL: : c r: .� . n �R , - LOCATED AND THEREFORE NOT DEPICTED. �r> C` CSL_r��% ,< 2. �.GRAVELr "s i r9/29 17 A.V.R. PROPOSED WORKSHOP f" f( } £hltr t i � sG.9. 5arve rvr96 Dettited ! �� •, »:,,._,.:�x�-,,t + �� ... ; , r•- r. PV �v. I'12 el•,�k®dby` CW 529 f 4 t rift Barrett + Trr SC3?i'ra W I 9,1 BOnacci & Bid e`r 4 t g„n 3 'fan Weele PC 534 •53.3 j�;l I f3 !;P,7 c, f 'Civil Engineers 175A cr r;r;rce-Dr, Q Houromp,,, NN 11788 _.t. .. � ., Surveyors �ny ,tel lip („ 1.435 x 7 --I ��Ll f F}a Su YeyoI S C).i S.<i.f,?Li , Q 1 ��.�r•?"�� ; 54.3 r Planners 6,3I.+'t�., i .2 I E aE Et lrr � .r,nW ••-,. L�tNY.'. i:y+i7?;:,CCy.,.i J al 57.9 :.' ..► ; a,.. Q + OH Tax MEI[ No.. DISTRICT 1000 SECTION 94 BLOCK I LOT 7 i f0l. Q. 1.,,,, P».-I-,,,...., �,--t€i'7+Vs'A_5LL"C-<[;_'`,,�yi i ,w.7-•r2.'--s- J»..»._..- �.' !;s L~.$` _ 1 nj L T6! 59E277, 6. 6Y r� P � 0 w nA,a tRsOPERTY 13opt-', SITUATEY 49.6 ..� ..... ,sed,_ C*' -•„"..,' :�t7.Y.:! t ., ':;sc�,::,.faz��sry.;;k� 48.07 �u� u,.t$.r ".fl: .d.:$ ::., Q, MAT ITUCK -011„ ry:.z.,�•'&.:: gf ne-4CR`s+ TOWN OF SOUTI4OLD SUFFOLK COUNW,N.Y. 19 �s y 0^ 33 t 7 } ,> VENUS BOUNDARY & :.Ya.:s<a,fo'. sr 72.^q.prw'frrk TOPOGRAPHIC SURVEY �,ii so .rye ry :.t`)fY.`.<'....:< G.:',�5..:ta L7 Y:...rv.:Y.I Y•:' J..iY/ © LOi7 Bb PC LM: BNDY•TOPO Date Scaie Wro(ed No. ShW No. VIEW: 6NDY-TOP0 FEBRUARY 17,2037 lox= 20" A170092 i o -------------- kt'tlal71 A t 70092k()WG\A170092 dw%Sn-+I-Town,9/29,1201.7 5:02152 Mt,Sarr,ett,Somacci&Van Weele,P,C;,.A.flt_ i rteA LAND N/F ti] TEST HOLE DATA INFLUENT PIPING TO HAVE STRITZLER PROPOSED LOCATION NEIGHBORING 1000-94-01-8 SCALE:NTS FOR EXISTING S.T. SAME INVERT ELEVATIONS PRIVATE WELL MCDONALD GEOSCIENCE PROP.WATER LINE PROP.WATER LINE TEST HOLE DUG:10-27-05 PROPOSED PIPING TO CONNECT PWGC TO RELOCATED S.T. 0' 15 .42 � PROP.WORK SHOP SEWER EJECTOR PUMP s* OL DARK BROWN LOAM gtraLglc Envlmnmontal and Englnoodng Solution. LOCATED INSIDE BLDG. _ �:° E�s�i/4 ��i°3I� INs��CT o RFMOIR M \ 1 / 137.08' / 1' P.W.GROSSER CONSULTING,INC. �� „334. ,i FOR 6411M°d \ \ \S 91251 E CL o ° BROWN SANDY LAY Bohemia.NY. ( 1) M3Far.(631)588 7os E-mail:INFO@PWGROSSER.COM I / /n °— sFE SBVARATavlAuas C °tl^x- r \ J •.3 4' CONSULTANTS FOREPAREO6YNARDF9KY 1 °x °R BLDG INn3igR DESIGN 4 SW PALE BROWN FINE TO COARSE SAND - �o =xn stlg�x � w Fo i 0 17 Ca cE7a,.gy1W8 Nt Q L41 O uP�N.® 151� \ . Plan S i rx ° \ ° 8' / uWx ° .& PRIVATE WELL /, 7 (� r 1 \ \ \� I I \ \ \ \ 1 1 I o SEPARATION Is t „ 5, VV 0q1 1 1 I _ �- / / N 1R`I6p0�7o W 10'MIN. XT.1,000 GAL.S.T. ° n .". "3 ° y i �� G. y q 1 ^ 1 1 I I / ( LANDWARD LIMIT OF NATURAL SEPARATION x: 346.86°° P" " •✓ R@�D r FRLA.M.ME EU.ITFE—RE AREA UNE �y� p TO BE RELOCATED TEST HOLE DQE r` .�, AS SHOWN ON THE COASTAL EXT.p'g X 12'E.D. ; 50% ° CO P� � 1 1 1 SHEET 3R F169,SAZARE AREA Al SUED /9/1988 FUTURE PROP.2"fd D 11 p � � LEACHING POOL EXPANSION L.P. � Le ° '6EP. Mg it `� Q i 1 1 I I I P TO BE RELOCATED FORCE MAIN KIT OF Ham(:i H SERMES CC�i ®! p%S l/f �C�U�/ 0 CUT AND CAP PIPE 5'MIN. PIPING � fa� F r �t*:©i/ P �w03V.5.`fI • r z �' C C/� O G I, REMOVE HATCHED SEPARATION ROP.45°BEI D w' 1lerrL ry�Lii E L t �Si��9`1� f SECTION OF PIPING EMOVE HATCHED W/C.O.TO GZADE ° SECTION OF PIPING; (SEE DETAIL) PROPOS O AR 9252 SITE: 855 SOUNDVIEWAVEVENUE FOR EXISTING L.P. �FESS�O i MATTITUCK,NY 11952 R°� Line(s) MUST Be Inspected By The ' � -I.S. R r, c _ - �UT� SCTM#: 1000-94-01-7 1 00 U lk County Dept, Of Health Services. {_b S rZ SS Le GROSS LOT AREA: 31,772.62 SQ.F7.(0.729 ACRES) In Advance, • Call b"g� BUILDING CLASSIFICATION: SINGLE FAMIILY RESIDENCE PS-'cZhTetfflfflre� li n(s)• NEI H13ORING = �L AXis1t)tF i)BES 49116` _ _ AS PER OW ER PRI BAG .. OVERALLSP 10/4117 &1G Agxaren SITE AREA FAGIN LANDAU 0.729 Ac SITE PLAN GWMZ:ZONE IV 855 SOUNDVIEW AVE. ALLOWABLE RATE=600 GPD/Ac SCALE: I"=40' I , MArrITucK,NY 71952 0.729 Ac'600 GPD/Ac=437.4 GPD Vicinity Map 855 PROPOSED OOSEE D IEWANIT AV E PRD SANITARY 1. CONTRACTOR TO COMPACT AREAS DISTURBED TO 95%PROCTOR DENSITY. SITE PLAN (36-INCH BELOW GRADE,12-INCH LIFTS MAXIMUM) SYSTEM DESIGN FOR 4-BEDROOM RESIDENCE: SCALE: N.T:S.. " IV �i\ S55SOUNDVIEWAVE. 2. NO DRAINAGE STRUCTURES WITHIN 120 FEET OF PROPOSED SYSTEM. y ' .. '' \ / `\ MATMUCK,TOWN OF SOUTHOLD SEPTIC TANK DESIGN SUFFOLK COUNTY,Nr SCDHS MINIMUM S.T.CAPACITY=1,000 GPD 3. PROPOSED LEACHING POOLS TO BE A MINIMUM OF 5 FEET FROM PROPERTY •w= \ \ � '\ 1000-94-01.7 eurnol LINES. `; �, _ s• �\ ! \ PROVIDED: ONE(1)8'L x 4.25 W x 6.58'D SEPTIC TANK(1,000 GAL) :.', - \ \ 4. NO UNDERGROUND UTILITIES EXIST WITHIN 5 FEET OF PROPOSED ` OVERALL SITE SANITARY LEACHING POOL DESIGN SANITARY SYSTEM. PLAN REQUIRED: 300 SF SIDEWALL AREA-SCDHS MINIMUM DESIGN STANDARD 5. THERE ARE NO WELLS WITHIN 150'OF THE PROPOSED SANITARY SYSTEM. j� \t \ /.� \�>`�� SITE �' PROVIDED: 8'DIA.LEACHING POOL HAS 25.12 SF PER VERTICAL LINEAR FEET(VLF) •�,� \ �\- �,/ \� � \ 300 SF 125.12 SFNLF=11.9 VLF MIN.REQUIRED / N\> PROVIDE ONE(1)8'DIA.LEACHING POOL X 12.0 FT EFF.DEPTH=301.4 SF TOTAL PROVIDED:301.4 SF < \ \\\ �� • �� I �( 1 i ... .+ "� ADL1701 vQ•Q// /// // / / APR 1 g 2023 °\ , ,\`_ ��.\ PWGC CLIENT DRIVEN SOLUTIONS \° .�` �� P.W.GROSSER CONSULTING,MC. SITE`, TOWN VICINITY MAP //// / / ! / // _�" SCALE:NTS -4 8'0 LEACHING POOL SITE: 855SOUNDVIEWAVE. MATfITUCK,NY 11952 SEPTIC TANK SCTM#: 1000.94-01a GROSS LOT AREA 39,639.6 50.FT.(0.91 ACRES) BUILDING CLASSIFICATION: SINGLE FAMILY RESIDENCE WATER SERVICE LINE k * cpo \ AS-BUILT TIE DIMENSIONS 092523 1. CLEANOUT STRUCTURE NAME A B �Pprn�P� -le SEPTIC TANK 38' 33' v l 1 I �•�� LEACHING POOL 40.5' 19.5' _ FAGM LANDAUOSr. SSSSOUNDMUMAVE. )rj A � T1s MATTTTUCK NY11953 855 SOUNDVIEW AVE AS-BUILT SANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SITE PLAN 4 BSS SONNDVIEW AVE. APPROVAL OF CONSTRUCTED WORKS FOR MATnTUCKTOWNOFSOUTHOLD / � J ASINGLE FAMILY RESIDENCE AND SUFFOLK COUNTY,NY A WORKSHOP I OVERALL SITE PLAN •N Date 3/24/23 H.S.Ref.No.RIO-06-0071 AS-BUILT PLAN j SCALE:1'=50' The sewage disposal and water supply facilities at this location have been Inspectedandlor certified by this Department or otheragencles and found 1!} 0 50 100 to be satisfactory FOR TOTAL MAXIMUM OF 4 BEDROOMS. � �S9 a C-101 1 SCALE:1 50' ///��}�y, Craig Knepper, P.E.,Chief ;I Office of Wastewater Management \ ADL1701 II II REScheck Software Version 4.6.4 Compliance Certificate Project Fagin Workshop Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 465 ft2 Glazing Area 28% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 855 Soundview Avenue Mattituck, NY 11952 iCompliance: Passes using LIA trade-off Compliance: 2.3%Better Than Code Maximum UA: 265 Your UA: 259 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Wall SOUTH:Wood Frame,24"D.C. 293 20.0 0.0 0.057 14 Window 1: Metal Frame with Thermal Break:Double Pane 51 0.350 18 SHGC: 0.40 Wall NORTH:Wood Frame,24" o .c. 293 20.0 0.0 0.057 5 Window 2: Metal Frame with Thermal Break:Double Pane 212 0.350 74 SHGC: 0.40 Wall EAST:Wood Frame, 24"o.c. 441 20.0 0.0 0.057 19 Window 3: Metal Frame with Thermal Break:Double Pane 108 0.350 38 SHGC: 0.40 Wall WEST:Wood Frame,24"D.C. 554 20.0 0.0 0.057 27 Window 4:Wood Frame:Double Pane 75 0.350 26 SHGC: 0.40 Floor 1:All-Wood joist/Truss:Over Outside Air 529 19.0 0.0 0.047 25 Ceiling 1: Cathedral Ceiling 572 49.0 0.0 0.022 13 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 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require nts listed in the REScheck Inspection Checklist. S�.� Ma �bC rxojr_C_A MMLAQ - p 1 151 Name-Tltl Si ture Date Project Title: Fagin Workshop Report date: 12/11/17 Data filename: P:\Fagin Landau Addn 1627\1-Drawings\Fagin-Rescheck.rck Page 1 of Project Title: Fagin Workshop Report date: 12/11/17 Data filename: P:\Fagin Landau Addn 1627\1-Drawings\Fagin-Rescheck.rck Page 2 of 10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section:. Plans Ver'.ified `Field;Verif�ed . " # Pre Inspection/Pian Review Complies? Comments/A_ssumpt�oris ;6c.Req:ID, Value Value,: 103.1, ;Construction drawings and k '' ❑Complies 103.2 documentation demonstrate xt °:nom ❑Does Not [PR111 ;energy code compliance for the ``KIM- (gl ;building envelope.Thermal '' Y" , []Not Observable ' ;:: ~t �g I envelope represented on .` _ ,❑Not Applicable x. construction documents. 103.1, ;Construction drawings and 44 _ t ❑Com lies RP�103.2, documentation demonstrate '' "`°4 _° '" ' �.:.. _,k: � 'F A , ..: ❑Does Not 6-1 403.7 ;energy code compliance for est ,_ 1# ❑Not Observable [PR3]1 ;lighting and mechanical systems pit ,1 I " U :Systems serving multiple ,� 4 � ❑Not Applicable s must demonstrate ;dwelling unit .., { 6n .. �•, �� -� '� �� r.� ;compliance with the IECC Commercial Provisions. '302.1, 'y` Heating and cooling equipment is Heating: ; Heating: ;❑Complies ; 403,7:.:'..:r sized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not [PR2]? on loads calculated per ACCA Cooling: Cooling: :❑Not Observable Manual J or other methods ; Btu/hr Btu/hr i approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2' Medium impact(Tier 2) :3]Low Impact(Tier3) Project Title: Fagin Workshop Report date: 12/11/17 Data filename: P:\Fagin Landau Addn 1627\1-Drawings\Fagin-Rescheck.rck Page 3 of 10 #` Foun ationJnspection; Complies? ° Comments Assum tions J Re .ID / p 303:2.1. A protective covering is installed to ;❑Complies ; [FO11]? 3 protect exposed exterior insulation T❑Does Not land extends a minimum of 6 win.below i ;❑Not Observable; - i grade. I j❑Not Applicable 4,019 -1Snow-and ice-melting system controls;❑Complies [FO12 ]z installed. ;❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Fagin Workshop Report date: 12/11/17 Data filename: PAFagin Landau Addn 1627\1-Drawings\Fagin-Rescheck.rck Page 4 of 10 Plansi'-�/erified .. Field V Oi# Framing/Rough in',Inspectione ]"J, -,n-s Value- 402.1.1, 4e402.1.1, !'Glazing U-factor(area-weighted U- U_ :E]Complies ;See the Envelope Assemblies 402.3.1, average). ElDoes Not :table for values. 402.3.3, 402.3.6, :[]Not Observable 402.5 ;E]Not Applicable [FR2]1 303.1.3 U-factors of fenestration products Ocomplies [FR411 :are determined in accordance E]Does Not :with the NFRC test procedure or 0 :taken from the default table, EINot Observable EINot Applicable 402.4.1.1 Air barrier and thermal barrier ElComplies [FR2311 :installed per manufacturer's []Does Not instructions. E]Not Observable EINot Applicable J 402.4.3 iFenestration that is not site built ElComplies [FR20]1 is listed and labeled as meeting E]Does Not AAMA/WD MA/CSA 101/1.5.2/A440 0 :or has infiltration rates per NFRC E]Not Observable 400 that do not exceed code E3Not Applicable limits. IC-rated recessed lighting fixtures LJComplies '.J sealed at housing/interior finish -]Does Not Sand labeled to indicate:52.0 cfm leakage at 75 Pa. I E]Not Observable EINot Applicable 403.2.1 ',Supply and return ducts in attics ElComplies [FR12]1 !insulated >= R-8 where duct is E]Does Not >=3 inches in diameter and >= R-6 where<3 inches.Supply and E]Not Observable :return ducts in other portions of EINot Applicable ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 Ifor< 3 inches in diameter. 46j.'KiSJ Building cavities are not used as ElComplies ` RiSI3 - ducts or plenums. E]Does Not EINot Observable Al EINot Applicable HVAC piping conveying fluids R- R- DComplies FR,1.7f�,:-:�-'J above 105 QF or chilled fluids T]Does Not below 55 QF are insulated to>_R- ` '<=13. :E]Not Observable :[]Not Applicable 403.4.1 Protection of insulation on HVAC Complies [FR2411 'piping. E]Does Not J,� ElNot Observable Applicable 403JS-.3".','�_'J Hot water pipes are insulated to R__ R- ;E]Complies R181 T]Does Not :E]Not Observable :0Not Applicable ElComplies Automatic or gravity dampers are q; [FR installed on all outdoor air �4 ODoes Not intakes and exhausts. EINot Observable EINot Applicable Additional Comments/Assumptions: 11 High Impact(Tier i) -F.-- Medium-Impact(Tier 2) Low impact(Tier 3) Project Title: Fagin Workshop Report date: 12/11/17 Data filename: P:\Fagin Landau Addn 162 7\1-Dra w!ngs\Fa g i n-Resc heck.rck Page 5 of 10 I I High Impact(Tier 1) 2Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fagin Workshop Report date: 12/11/17 Data filename: P:\Fagin Landau Addn 1627\1-Drawings\Fagin-Rescheck.rck Page 6 of 10 sAiftljd'tj: A4. pOtIP- 111, �h 6S, Comments Re :ID Value ",'All installed insulation is labeled LIComplies or the installed R-values E]Does Not provided. ONot Observable E]Not Applicable 402.1.1, ),Floor insulation R-value. R- �See the Envelope Assemblies 402.2.6 :table for values. E] Wood E] Wood :E]Does Not [INJ]1 I E] Steel E] Steel 1EINot Observable 1: CM :E]Not Applicable 303.2, Floor insulation installed per ElComplies 402.2.7 manufacturer's instructions and E]Does Not (IN2]1 :in substantial contact with the E]Not Observable :underside of the subfloor, or floor :framing cavity insulation is inE]Not Applicable :contact with the top side of :sheathing,or continuous insulation is installed on the :underside of floor framing and :extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, Mall insulation R-value. If this is a;, R-- R- :E]Complies See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the : :1 E] Wood E] Wood :E]Does Not table for values. 402.2.6 :wall insulation on the wall I :E] mass EJ mass [IN3]1 :exterior,the exterior insulation :E]Not Observable : :requirement applies(FR10). E] Steel E] Steel !,ONot Applicable 303.2 Mall insulation is installed per omplies [IN4]1 manufacturer's instructions. Does Not E]Not Observable LJNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2= Medium Impact(Tier 2) 1 :3]Low impact(Tier 3) Project Title: Fagin Workshop Report date: 12/11/17 Data filename: P:\Fagin Landau Addn 1627\1-Drawings\Fagin-Rescheck.rck Page 7 of 10 Plans.Verified,, : V6 1e # Final Inspection Provisions - Complies? Comments/Assumptions '& RegaD: Value Value' 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;Seethe Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, 402.2.6 ;❑ Steel E] Steel ;❑Not Observable [FI1]1 I ;❑Not Applicable 303.1.1.1,!Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. (I' ❑Does Not [F12]1 ;Blown insulation marked every ;300 ft2. ❑Not Observable ; ❑Not Applicable 402.2-:3 Vented attics with air permeable ❑Complies [FI22]? insulation include baffle adjacent ❑Does Not (to soffit and eave vents that ❑Not Observable extends over insulation. �•,t;, = ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R-f ;❑Complies ; [FI3]1 :insulation >_R-value of the ;❑Does Not ;adjacent assembly. ; ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ; [F[17]1 ach in Climate Zones 1-2, and j❑Does Not <=3 ach in Climate Zones 3-8. ,❑Not Observable ; ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable ;handier @ 25 Pa. For rough-in tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.2 :Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [FI27]1 :determine air leakage with ftz ft2 E❑Does Not ;either: Rough-in test:Total ; ;leakage measured with a ;❑Not Observable ;❑Not :pressure differential of 0.1 inch Applicable w.g.across the system including ;the manufacturer's air handler .enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch w.g.across the entire system ;including the manufacturer's air ' handier enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 ;by manufacturer at<=2%of #"4: _ j' y-4 E]Does Not ;design air flow, v �. ❑Not Observable ; ❑Not Applicable 403.1:1` Programmable P� ❑Complies 1 [F19]z installed for control of primary �, ❑Does Not ?heating and cooling systems and -]Not Observable , #initially set by manufacturer to code specifications. ❑Not Applicable 403.1:2•.-. Heat pump thermostat installed ❑Complies pi [F11.0 on heat pumps. ' ` i 4i ill ' ❑Does Not ❑Not Observable ❑Not Applicable 403:5.1 ;Circulating service hotwater ❑Complies z 3systems have automatic or dip' ❑Does Not (accessible manual controls. ( ❑Not Observable ; y ❑Not Applicable 1 I High Impact(Tier 1) 1-,2_-1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fagin Workshop Report date: 12/11/17 Data filename: P:\Fagin Landau Addn 1627\1-Drawings\Fagin-Rescheck.rck Page 8 of 10 ' . . ^ Project Title: FaginWorkshop Report date: 12/11/17 .Section. s :- ,: . -.,, , - Plans.Ve' ified:• ,`"Field Verified' -v-' #. ?! Finai Inspection Provisions Complies?- Comments/Assumptio,ns. Value ;Value . „ - 401`:3' }Compliance certificate posted. ? _ ❑Complies IFI7l2 a ❑ Does Not ❑Not Observable J ,❑Not Applicable 303:3 Manufacturer manuals for -- 3n❑Complies [6118]3- ,mechanical and water heating p, F`❑Does Not systems have been provided. _ ,"❑Not Observable-41 ox ' _. i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fagin Workshop Report date: 12/11/17 Data filename: P:\Fagin Landau Addn 1627\1-Drawings\Fagin-Rescheck.rck Page 10 of10 r. 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.35 0.40 Door Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name:, Date: 00(7 Comments Apoft N SC:) UN0 \/ 1 W A�N/ M ^�F�FFFUC:: K ,, N 1 19 5 A U H SITE PLAN- BASED ON SURVEY PREPARED BY BARRET, BONACCI + VAN WEELE, P.C. 111=20'-011 ZONING INFORMATION - SECTION 94 BLOCK 1 LOT 7 DISTRICT R40 LONG ISLAND 3.6 NEW ACCESSORIES STRUCTURE- POOLHOUSE 3.7 J"5.~-- -- - 1'1 7.6 9 7.5- Ln CRTC: .� ..0..�,<.��.;: N 68'54 30 E "�(Z- - I ALLOWABLE LOT COVERAGE GENERAL NOTES F40TIF 1-l'! 1 7.7 AREA OF SITE 31,772 SQ. FT. rac;rl 'r '�.I_r°_l�': d ;m ; ;`.�i ,,_I`IT AT I6' ALLOWABLE LOT COVERAGE 20% OF 31,772 = 6,354 SQ. F.T TW .45 TW 9 g3g3 :, I TW 8.63 BW .75 l.i fi`..r. . Ty 8.40 8 �yy._A.9 '2. ,r:.,>, -i� 1 Si;:Ir r•,, TW 71 n- n^!_' FF-" (� } ��},u4, 7.15 -5.42 pp j' ewTw 10.59 Bw 9.5 PROPOSED LOT COVERAGE J. I s.3 ��`� '•� � 22 SQ FT 9.5 92 ["1 /, I I _..,. {„e�.i ., l; .-._ -..... ..._.. ... ALL f, � Jnr.- Ht_7 E A:LL l^4.i,�1 r;�i✓�,'�''a J,-.r'.;_L. �.4arT 111 L. �. ` 1 _.~, -..... .. ._... _.. .. r 1�O�,K1'SifeaT��, P,c OF !,�.:_CC�D� �n �� . ... 23.91 .. ^-� LEGENDALLOWABLE HABITABLE FLOOR AREA EXISTING HABITABLE FLOOR AREA PROPOSED HABITABLE FLOOR AREA C,L I�;pa �> cc};>Tr,uc 0�'!S'BLE FOR - __. WALL RESTRICTION A LONG AS LOT 1ST L r r (n nen J ERRORS. _ __... ...._ .__. c � OF PAVEMENT G S M - ,,. FLOOR 1,105 SQ. FT. 1ST FLOOR 1,105 SQ. FT. ' - - __ •-- `' -. -' "" EDGE COVERAGE I ET TOTAL - 1,105 SQ. FT. TOTAL - 1 105 SQ. FT. - - OH OVERHEAD WIRES - -x x- CHAIN LINK FENCE COMPLY WITH ALL CODES Or00 35 _... --- -- - -- _ �..... -._ .___..-..... .._ _ -0-0- FENCE OTHER ALLOWABLE BUILDING AREA EXISTING BUILDING AREA PROPOSED BUILDING AREA NEW YORK STATE & TOWN CODES co _._. ..._ - r� ~-- _ _ o00000o HEDGE/TREE ROW NO RESTRICTION A LONG AS LOT HOUSE - 1,196 SQ. FT. HOUSE - 1,196 SQ. FT. �S REQUIRED AND CONDITIONS OFA -�. , , ._._ ��, -- --- `~-- ,, __�... ..__....__ - E "~ CONCRETE COVERAGE IS MET S011II� � ZBA � r �- �... � POOL 524 SQ FT PATIO 761 SQ. FT. ...-' __ ....._.. .- __ .._._. ._ 5Q.0 49.6 ,•' �- ��_. ._... _... 49.9 --, ,,, ----' TREE LINE POOL - 524 SQ. FT. Cell ITL/11 AT(NAI41 DI AA�AIIAIP_DL1 TOP OF SLOPE DECK -. DECK - 1,341 SQ. FT. DECK - 1,341 SQ. FT. ., ......�„� SOUTHOID TOWN TRUSTEES _ .. ,�... •-�" ��J- 1 CONTOURS TOTAL - 3, / 822 SQ. FT. NEW ACCESSORY (WITH DECK) - 636 SC 53.3 Tc ss.00/ TOP BOTTOM OF CURB / TOTAL - 4,458 SQ. FT. This plan is an instrument of service and is the property of V.Y.S.DEC _ � / ! �,, _ -_ Bc 54.so the architect. Any infringements will be prosecuted. / _.... 56.1 \, Tw sa.00/ TOP/BOTTOM OF WALL REQUIRED ACCESSORIES SETBACKS EXISTING SETBACKS PROPOSED ACCESSORY SETBACKS / SOP PE �`ti � 51.d BW 57.00 LANDWARD LIMIT OF NATURAL ~ / 58,8 �'° w +55.43 sPor ELEVATION FRONT - 100'-0" FRONT - 173'-7" FRONT - 173'-7" (existing remain) PROTECTIVE FEATURE AREA LINE ! F.F. EL. FIRST FLOOR ELEVATION , „ � �� AS SHOWN ON THE COASTAL 58.7 57,0 .. SIDE - MIN 15'-0" SIDE - E:19-6 W:19'-2". SIDE - E:19-6 W:15-0 EROSION HAZARD AREA MAP -•. - " L :HEET 3 OF 49, ISSUED 8/29/1988 / y I B.F. EL. BASEMENT FLOOR ELEVATION TOP OF SLOPE - 100'-0" TOP OF BLUFF - 19'-6" TOP OF BLUFF - 19'-6" (existing remain) t .k ��/ F` -• -�-- '"""� 1�` UTILITY POLE ,... s,. ._... _. 1 .9 � ...\ 54.2 �^ 53.0 .,�L _ 59.2 TREE 6 ,e 64.1 61.1 58.1 6.8 MONUMENT ALLOWABLE ACCESSORY Deck O. u ti d t 9 6. 16„8 e T _N 1 ^65.2 3g•9' BUILDING HEIGHT PROPOSED BUILDING 1-1E1GHT 63 6, 6 a sr DRYWELL SECTION 20'-0" TO MIDPOINT BETWEEN RIDGE MIDPOINT HEIGHT (77.675') 'D oRy AND SOFFIT FROM NATURAL GRADE OR 20-0 FROM GRADE. ' + wEw •, ; ^ - AVERAGE NATURAL GRADE 57.675' - - U C RIDE ass �9 " " TW 64.42 Cq% /T� e ECc)9 13 00 60.6 D aHn Bw 64.22 F I M 61.3 'I`63z -� ar FINISHED GRADE 24" min. up to 4 ft. fPLACARDING RGC'1iREL� I 6s.o5L ' 30" min. Oft. to 7 ft. max ^t 60, 00 _ 61.1 1 RU 61 39FF / -\ ---�- 0 63400 �' TO GRADE-WCAST IRON 12"MIN. TW 64.55 6p'1 BW 62.05 615 OJ FRAME& COVER-IF 24"MAX. cE DRAWING SHEETS O (-P�IV, e 59 9 59.3 I Q UNDER PAVED AREA -4"REINF'D 5 04.12.2018 FILING SET 01 < I CONIC COVER t STOR��1 WATER RUN I- TW 64.46 DECKs.e 6"DIA.P.V.C.PITCHED --� RETA4�� BW so.ss I I "D" NOTE: 4 01.15.2018 CONSTRUCTION SET �. '-_59.9 59.x( MIN 118"PER FT PURSUANT TO CHAPTER 236 i CODE. NOTE: INLET ALL PRECAST DRAINAGE CIVIL: OF THE TOWS �9_ z 100'-0"TOP OF BLUFF STRUCTURES MUST MEET 12.11.2017 FILING SET / SETBACK 6'X.H.C.I. TW 59.83 a 63.49 X W Y 5s;� UNDER DRIVEWAY NASSAU COUNTY DEPT.OF 1 SITE PLAN 2 10.23.2017 BID SET BW 59.33 i J J W E w �8.o ONLY HEALTH STANDARDS NO. DATE ISSUE o I_ W o N r 2 DETAILS PROPOSED RAMP o 3 a 11 z ,All extenor lightingo TW 62.86 B W- 6� K Z $E ; installed,replaced or TO EXISTING DECK a 58 69 3 59 6 0 0 a X `� ARCHITECTURAL -I- re, aired shall conform I 57 53 +; Z Z W Chapter 172 56.7, MIN.15'-0" X '' to Chap 1'`6" 6 457.7 Q s T-1.0 CLIENT CONTACT INFORMATION SITE PLAN -% Tow Code 3 + 3_'-0' Of the I J Lq ZONING INFORMATION ' y UI' °' W _....__.. ._.._............__. 56.6 o T-2.0 NYS BUILDING CODES, NOTES & SPECIFICATIONS 0I _ 59..Ul i _rv:�.. ^gym.. N A-1.0 PLANS ... .... �. TW 62.90 .................._........... Q --- �; ~ EFFECTIVE Z A-2.0 ELEVATIONS B W 61.40 ....... ............................................ `1 59.3 E' 7: !', I � 5�8 U 59.4 � .-Pf�QPO:SED..�. _ � DEPTH Z _ S�- � P :��. .. ....,. BLVD #t.-�. r ... _, NY 59.2 vv�R: HVP:::::: SECTIONS CERTIFICATION m 8 0" ..-:::__:_ --DRYWELL. LOCATE ( I `;°�f f I I`t12,67"-23_7,j> ' A3014 E7 (1p( ::--:._�_...._.__. z �� SOLID DOME) ,^;,,v`•,.. .,._�i-SKY.':�;'�� - . . 1i/lL3��'.1 BW 58 2 59. ---- ..........._:................................ �,I 55.1 `.`I_F,�D CONTENT BEFORE ; o2" �' PER CODE -4. SCHEDULES AND DETAILS 58.26 o BACKFILL CA OF OCCUPANCY ` I Q DEC_ lo I W `� 100'-0"FRONT YARD COLLAR so. , o e , q SETBACK MATERIAL = !lSF_D IN WATER i + '� p TO BE 59.4 _ OUTSIDE PLUMBING RISER DIAGRAM �> M ,;-,� CANNOT I so.7 q Po Njo„y ! S Jz T-0" DIAMETER 3'0" CLEAN SAND LEAD. \, 5�9 fOU1PM 1 �_ ,� � W � &GRAVEL ( .° 1 /o : 1z^ 12' ELE� 5 MIN MIN D TW 60.14 `DEC O DEC. P LJ t BW 57.84 % re ! - / '�; p -�- - ---°�1O---- �� 6'MIN t1>LL 59.0? ecs0R � - 11r, o o - % 8 - g PENETRATION 57.83 o ' LO N MI GROUND WATER ` RATEABLE APR 1 9 2018 SAND&GRAVEL �I i $ NEW 4"VENT ROOF - p E sa o �N DEC. W 8. �* �- NOTE: TOWN OF SOUTIIOLD -�LQMBING 0 U) DECC� to to �°D �� I UNDERLYING SAND&GRAVEL STRATA DESIGN RATE IS 1/2 THAT ALL PLUMBING WASTE I �� 58-8 2: re I OF THE UNDERLYING $:!?•'ATE P, LIi tFS I,rcD �m C 59.93 m cq C 59.53 w ` Sz.o SAND&GRAVEL STRATA Tr�� ,. , �`F;. G 56.6 539 .� DRYWELL DETAIL 59.0 Z 5741 E n GRAVEL 01 PROJECT h^ DRIVWAY Lo ew s°24 ro Not To Scale 2" ( ) � T � FAGIN LANDAU POOL HOUSE W m W 5-m 5 9' s ;' Z 855 SOUNDVIEW AVE Z hh9�1 �pZ� 52.9 1 1/2" 1 /2 1 1/2° J MATTITUCK, NY 11952 I N W I ss.4 UTILITY L V DRAWING TITLE Uf I 041 \ 9C 55.9 Tw 60 9 59.1 S\� s DRAINAGE CALCULATIONS SIN N W IBW ; t-� - w. . � PROJECT INFORMATION ^IN -9 ' '> 53.4 53.3 VOLUME OF(1)FOOT OF 8'-0"DIA POOL=42.03 CU. FT. W ' 579 z PLUMBING RISER, DRYWELL VOLUME BASED ON THE 10 YEAR STORM OR 2' OF RAINFALL FIRST FLOOR Q � m 56'7 �\ ^/ IN 24 HRS AS REQUIRED IN THE TOWN OF SOUTHOLD DRAWING, SITE PLAN V) ` I `�� DRYWELL-SOLID TOP&CATCH BASIN w II > �°�\ 43 1 1/2" 3 1/2" SEAL&SIGNATURE DATE 08.23.17 w f NEW SHED ROOF=636 S.F. 57.9 �\ ° 3 1/2" PROJECT# 1726 I ` J s ° �F %' \ -'`%� TOTAL=(S.F.)X(RAINFALL/12)X 100% +' �� DRAWN BY AP � I�I� 582 1 _0-55' Tw 50.76 TOTAL=(636)X(2/12)X 100%=106 C.F. C.O. j yn /� �` � CHECKED BY SN � \ TW 59.62 N� to u' /�"�f l X51.9 ' O , BW 56.82 m� .5,I,Q0,.. MASONRY, BW 50.5 4-7-88 106/42.03= 2.522 FT.OF RING REQ'D. ,. . �;'; °?I ',�'�"M -� C'' 56 6 i �, -"� DRAWING# S USE 8'DIA.x TDP. C.0. C.O. -' ,r n � 100. -9 6.1 5 2...� '- 52.8 50.83 '�t 49.64 r'3' �._�,� _ ��' Q / 47 EXISTING SANITARY a �I T- 1 . 0 MASONRY.,- �2 93 49.86 ALL DRYWELLS TO MAINTAIN MINIMUM 10' FROM SEPTIC TANK, PUMP STATIONS CONNECT TO APPROVED LINE � 8, �.., 4.72 SOUND VIEW AVENUE AND MANHOLES, LEACHING SYSTEMS, SEWER LINE,AND(FORCE MAIN AS EXISTING SANITARY LINE ® � . REQUIRED BY SUFFOLK COUNTY DEPARTMENT OF HEALTH. N "')' rS BUILEDINC3 C; C) ID NC) �F S A%, NED SP C� IFIC�A%,_TIC) NS TABLE R602.3(1) TABLE R301.5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION NOTE: NUMBER AND TYPE TRIBUTARY LOADED AREA IN ALTERNATE-COLLAR TIES AT EACH RAFTER 00 DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS °° OF FASTENER a,b,c,d SQUARE FEET FOR ANY STRUCTURAL USE(3) 10D COMMON NAILS EA. END ° Joist to sill or girder,toenail. 3-8d. MEMBER ° o n ' 0 1"x6"subfloor or less to each joist,face nail. 2-8d,2 staples,1 3/4 ROOF SLOPE 0 TO 200 201 TO 600 OVER 600 0 2"subfloor to joist or girder, blind and face nail 2-16d. o° Flat or rise less than 4 inches per foot(1:3) 20 16 12 SIMPSONUSE STRONG TIE USE HURRICANE TIE H2A BY SIMPSONLISTA 24 OR EQUAL AT EACH ° OR EQUAL AT EVERY RAFTER Sole plate to joist or blocking,face nail. 16d 16"o.c. 16 14 12 RAFTER Rise 4 inches per foot(1:3)to less than 12"per foot(1:1) USE(5)8D COMMON NAILS @ Top plate to stud or blocking,face nail 2-16d. 12 12 12 RAFTER, (2)8D @ PLATE& GENERAL NOTES Rise 12 inches per foot(1:1)and greater USE(3)8D COMMON NAILS Stud to sole plate. 3-8d. or 2-16d. TABLE R301.4 EA. END (5)8D @STUD double studs,face nail. 10d 24"o.c. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds oer square foot) DETAIL O F HURRICANE STRAP @ RIDGE DETAIL-OF HURRICANE STRAP a@ RAFT[ Double top plates,face nail. 10d 24"o.c. Sole plate to joist or blocking at braced wall panels 3-16d. 16"o.c. USE LIVE LOAD SCALE NTS SCALE NTS Double top plates, min 48"offset of end joints,face Exterior balconies 60 nail in lapped area 8-16d Decks f 40 Blocking between joistsor rafters to top plate, toe nail 3-8d. Passenger Vehicle garages a 50 a Rim joist to top plate,toe nail 8d 6"o.c. 10 Attics without storage b,e Top plates, laps and Intersections,face Nail 2-10d 16"o.c. along each edge USE(8)8D COMMON NAILS Attics with storage b,e 20 EA. END Built-up header,two pieces 1/2"spacer 16d 16"o.c. along each edge 30 Rooms other than sleeping rooms Continuous header,two pieces. 16d 40 ;° USE HURRICANE TIE H6 AS Sleeping rooms Ceiling Joists to Plate,Toenails 3_8d. MANUFACTURED BY SIMPSON OR Guardrails and handrails d 200 APPROVED EQUAL WHERE H' Continuous header to stud,toenail 4_8d THERE IS NOT RAFTER FOR SI: 1 pound per square foot=0.0479kN/m2, 1 inch=645mm2, Ceiling joist, laps over partition,face nail. 3-10d 1 pound=4.45N USE 1 1/2"WIDE 20 GAUGE GALVANIZED STRAP WITH A MIN. OF 12 Ceiling joists to parallel rafters, face nail. 3-10d a. Elevated garage floors shall be capable of supporting a 2,000 pound load applied over a 20 square-inch area. BEARING ON EACH STUD @ 48"O.C. Rafters to plate, toenail. 2-16d. b. No storage with roof slope over 3 units in 12 units. DETAIL O F HURRICANE STRAP @ TOP PLATE c. Individual stair treads shall be designed for the uniformly distributed live load ora 300 pound concentrated 1"brace to each stud and plate,face nail 2-8d,2 staples, 1 1/3 load ating over an area of 4 square inches,whichever produces the greater stresses. USE(5)8D COMMON NAILS 1"x6"sheathingto each bearing,face nail. 2-8d,2 staples, 1 1/3 d.A single concentrated load applied in any direction at any point along the top. SCALE NTS EA. END g, e.Attics constructed with wood trusses shall be designed in accordance with Section R802.10.1 1"x8"sheathing to each bearing, face nail. 2-8d, 3 staples, 1 1/3 f. See Section R502.2.1 for decks attached to exterior walls. DETAIL OF HURRICANE STRAP @ F LOO This plan is an instrument of service and is the property of the architect. Any infringements will be prosecuted. Wider than 1"x8"sheathing to each bearing,face nail. 3-8d,4 staples, 1 1/3 DESIGN LOAD CALCULATIONS 4 Build up corner studs. 10d 24"o.. USE(4)8D COMMON NAILS SCALE NTS Nail each layer as follows: FOUNDATION 3000 SAND GRAVEL INTO PLATE&(5)8D INTO Build up girder and beams,2"lumber layers 10d 32"o.c.staggered,top& bottom.two STUD nails at ends and at each splice. FLOORS 40 LIVE LOAD 110 DEAD ALL ROOMS EXCEPT SLEEPING USE HURRICANE TIE H8 BY 2"Planks 2-16d. At each bearing ROOMS&ATTICS SIMPSON OR EQUAL AT EACH STUD - Roof rafters to ridge,valley or hip rafters: �. 30 LIVE LOAD/10 DEAD SLEEPING ROOMS&ATTICS •t ® USE IMP HDSA HOEDOWNS toe nail 4-16d OR EQUALAT EACH BUILT-UP STUD face nail 3-16d. AT ALL OPENING AT FOUNDATION& Rafter ties to rafters,face 3-8d CEILINGS 20 LIVE LOAD/10 DEAD DRYWALL-NO FUTURE ROOMS, LIMITED ATTIC STORAGE ALL CORNERS Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing MEDIUM ROOF COVERING, 9 6d common nail(subfloor,wall) g ROOF 40 LIVE LOAD/15 DEAD SNOW, DRYWALL, NO ATTIC t 5/16-1/2 8d common nail(roof) f 6 1? TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS CODE R403.1.6 USE ANCHOR I BOLTS LOCATED WITHIN 12"FROM THE 19/32- 1 8d common nail 6 12 GROUND WIND SUBJECT TO DAMAGE FROM ICE SHIELD ENDS OF EACH PLATE SECTION. BOLTS SEISMIC UNDERLAY 12 WINTER TO BEAT LEAST 5/8"DIA w/3"SQ. o 0 1 1/8-1 1/4 10d common nail or 8d deformed nail 6 SNOW °° LOAD DESIGN FROST DESIGN MENT FLOOD WASHER AND EXTEND MIN. 7"INTO ° ° °oa oa°°a ° ° DESCRIPTION OF DESCRIPTION OF SPACING OF FASTENERS SPEED(MPH) LINE b,c,d,e CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED HAZARDS CONC., &MAX. SPACING @ 36"O.C. ° ° oQaa BUILDING ELEMENTS FASTENER Edges(inches)i Intermediate supports c,e (inches) DEPTH moderate slighttoDETAIL OF HURRICANE STRAP @ SILL PL DETAIL OF HD HOLDOWN 5 04.12.2018 FILING SET Other wall sheathing 45 psf 120 mph 33%G severe 36„ to heavy11° yes N/A moderate 1/2"regular cellulosic 1 1/2 galvanized roofing nail 6d 5 SCALE NTS SCALE NTS 4 01.15.2018 CONSTRUCTION SET fiberboard sheathing common nail staple 16ga., 1 1/2 long 3 6 R301.2.1 .1 DESIGN CRITERIA 3 12.11.2017 FILING SET 1/2 galvanized roofing nail 8d AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO FAMILY 1/2"structural cellulosic 9 9 fiberboard sheathing common nail staple 16ga., 1 1/2 long 3 g DWELLINGS(WFCM) USE SIMPSON HANGER USE SIMPSON COLUMN BASE 3.2017 BID SET EGRESS WINDOWS HUCDQ410/610-SDS OR EQUAL CBSQ66-SDS2 OR EACH AT NO. DATE ISSUE 5/32 structural Cellulosic 1 3/4 galvanized roofing nail 8d AT LVL CONNECTIONS AT COLUMN x 6 COLUMNPOST w/ 6 fiberboard sheathing common nail staple 16ga., 1 1/2 long 3 R310.1.1 MINIMUM OPENING AREA.-ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR POSTS w/(12) 1/4"x 2 1/2"SDS (14) 114"x 2"SDS SCREWS OPENING OF 5.7 SQ. FT. SCREWS AT FACE&(6) 1/4"x '® 1 1/2 galvanized roofing nail,6d EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ. FT. 2 1/2"SDS SCREWS @ GIRDER �� 1/2 gypsum sheathing common nail, staple galvanized, 1 4 R310.1.2 MINIMUM OPENING HEIGHT.-THE MINIMUM OPENING HEIGHT SHALL BE 24". 3"MINIMUM SIDECOVER NG s; Ff, R310.1.4 OPERATIONAL CONSTRAINTS.-EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE 1/2 long; 1 1/4 screws, type W or S 8 R310.1.3MINIMUM OPENING WIDTH.-THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20". 4 0"4"' 1 3/4 galvanized roofing nail, 8d INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. A �'�R: C �H r T T R5/8 gypsum sheathing common nail,staple galvanized, 1 4 8 5/8 long; 1 5/8 screws,type W or S Wood structural panels, combination subfloor underlayment to framing SMOKE DETECTORS ,.., i,- -..)I:Ti i-FSP`; �L..VI.f fi=' ?• !'C"' ,. ;"1/ i SMOKE DETECTORS SHALL BE INSTALLED AS PER THE RESIDENTIAL NEW YORK STATE BUILDING CODE SECTION R317. •: " n +•, .:„ : f ._ :' I ( I 3/4 and less 6d deformed nail or 8d common nail 6 12 � v, ,,ry,•. ':',.I i+..�?"ti`,�(• O'1': ��f::,l.._�%'fit 7/8-1 8d common or 8d deformed nail 6 12 DETAIL O F HURRICANE STRAP 3/4 and less 10dcommon or8ddeformed nail 6 12 HURRICANE PANEL INSTALLATION INFORMATION PORCH COLUMN GIRDERS DETAIL OF PORCH POST HOLD DOWN Roof shingles FOR WINDOWS 3 X 4 FEET OR SMALLER INSTALLED ON A WOOD FRAME HOUSE, USE 1/4"INCH LAG BOLTS AND PLASTIC COATED PERMANENT ANCHORS.THE LAG BOLTS SHOULD PENETRATE THE WALL AND FRAME SURROUNDING THE WINDOW AT LEAST 1 (D!nmSCA11_E NTS V NTS 3/4"INCHES. FOR LARGER WINDOWS, USE 3/8-INCH LAG BOLTS THAT PENETRATE THE WALL AND FRAME SURROUNDING THE SCALE DESCRIPTION OF MATERIAL DESCRIPTION OF FASTENER DESCRIPTION OF ATTACHMENT EXEPTIONS WINDOW AT LEAST 2 1/2"INCHES. USE SIMPSON STRONG TIE LSTA 36 OR EQUAL AT 16"O.C. @ EXTERIOR STUD WALL&WRAP Galvanized steel,stainless steel, Asphalt shingles shall have the Asphalt strip shingles shall have a min. of -CUT THE PLYWOOD TO THE MEASUREMENTS FOR EACH OPENING AND ADD FOUR INCHES TO EACH SIDE. AROUND RIM JOIST&UNDER TO CANTILEVER aluminum or copper roofing nails, min. number of fasteners required six fasteners per shingle where the roof is in DRILL HOLES 2 1/2"INCHES FROM THE OUTSIDE EDGE OF THE PLYWOOD AT EACH CORNER AND AT 12-INCH INTERVALS. USE 22 10D COMMON NAILS FLR JOIST-USE(6) 10D COMMON NAILS EA. END min. 12 gage 0.105" shank with a -DRILL FOUR HOLES IN THE CENTER AREA OF THE PLYWOOD FOR LARGER WINDOWS TO RELIEVE PRESSURE DURING A AT STUDS& 1 1/2"AT CONCRETE 9 9 ( ) by the manufacturer.for normal one of the following categories: HURRICANE. min. 3/8"diameter head,ASTM F application,asphalt shingles shall 1.The basic wind speed per figure -PLACE THE PLYWOOD OVER THE OPENING AND MARK EACH HOLE POSITION ON THE OUTSIDE WALL. Asphalt roofing 1667,of length to penetrate through be secured to the roof with not R301.2(4)is 110 MPH or greaterand the -DRILL HOLES WITH THE APPROPRIATE SIZE AND TYPE OF BIT FOR THE ANCHORS. ° A23 ®' shingles the roofing materials and a min. of p P eave is 20"or higher above grade USE MGT HOEDOWNS AT ALL BUILT 9 less then four fasteners per strip -INSTALL THE ANCHORS,THE PLYWOOD,AND THE BOLTS TO MAKE SURE THEY FIT PROPERLY. OPTIONAL 2.The basic wind speed per figure 3/4"into the roof sheathing.where shingle or two fasteners per -ON WOOD FRAME HOUSES, MAKE SURE THAT THE ANCHORS ARE SECURED INTO THE SOLID WOOD THAT FRAMES THE DOCR STUDS AND AT ALL OPENINGS ° °the roof is less than 3/4"thick,the individual shingle.where the roof OR WINDOW AND NOT INTO THE SIDING OR TRIM.R301.2 4 is 120 MPH or greater. fastener shall penetrate through the slope exceeds 20 units vertical in ( ) -MARK EACH SHUTTER/PANEL PER WINDOW LOCATION, STORE SHUTTER/PANEL& HARDWARE IN PERMANENT EXISTING o sheathing.fasteners shall comply 12 units horizontal(20:12)special 3. Special wind zones perfigure GARAGE. REFER TO SHEET T-1 FOR LOCATION NOTE. + PROJECT with ASTM F 1667. methods of fastening are required. R301.2(4) RSCAL TAIL OF HURRICANE STRAP MGTIF THE OPENING IS LARGER THAN ONE SHEET OF PLYWOOD, YOU WILL NEED TO MAKE SHUTTERS WITH 2 X 4 BRACING.THIS $ FAGIN LANDAU POOL HOUSE BRACING CAN BE TWO 2 X 4'S AT THE MIDDLE AND BOTTOM OF THE TWO SHEETS OF PLYWOOD, EVENLY SPACED,WITH THEa. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall TWO INCH SIDE ATTACHED TO THE INSIDE OF THE STORM SHUTTER.ATTACH THE 2 X 4'S TO THE OUTSIDE OF THE STORM E NTS 855 SOUNDVI EW AVE SHUTTER WITH TWO INCH, TEN GAUGE WOOD SCREWS BEFORE INSTALLING THE SHUTTER. USE N STRONG TIE FJA MATTITUCK NY 11952 have minimum average bending yield strengths as follows: 80 ksi(551 Mpa)for shank diameter of 0.192"(20d common nail), 90 ksi(620 Mpa)for ° • ° OR EQUALQUAL AAT CANTILEVER shank diameters larger than 0.142"but not larger than 0.177", and 100 ksi(689 Mpa)for shank diameters of 0.142"or less. 1/2"PLYWOOD HURRICANE PANELING TO BE INSTALLED,AS DETAILED ABOVE, ON ALL NEW WINDOW LOCATIONS. QUANTITY OF FLOOR JOIST EVERY 32" DRAWING TITLE p 99 b. Staples are 16 gage wire and have a minimum 7/15"on diameter of 0.142"or less PANELS TO BE VERIFIED BY CONTRACTOR IN COMPLIANCE W/ABOVE MENTIONED INSTALLATION PROCEDURES. C. Nails shall be spaced at not more than 6"on center at all supports where spans are 48"or greater. USE COMMMONN x 1 1/2" NAILS&2 1/2"MB BUILDING CODE NOTES AND d. Four-foot-by-8-foot or 4-foot by-9 foot panels Shall be applied vertically. HURRICANE PANEL IMPACT WINDOWS DETAIL O F STRAP @ CANTILEVER FLR Jr,-- SPECIFICATIONS e Spacing for fasteners not includedin this table shal I be based on table R602.3(1). f For regions having basic wind speeds of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to 10 framing within minimum 48"distance from gable end walls., if mean roof height is more than 25', up to 35'max. EVERY EXTERIOR OPENING-RESIDENTIAL OR COMMERCIAL-BE PROVIDED WITH PROTECTION AGAINST WIND-BORNE DEBRIS CAUSED BY SCALE g. For regions having basic wind speeds of 100 mph or less, nails attaching wood structural panel roof sheathing to gable end walls framing shall be spaced 6"on HURRICANES. SUCH PROTECTION COULD EITHER BE SHUTTERS OR IMPACT-RESISTANT PRODUCTS. SEAL&SIGNATURE DATE 08.23.17 center.When basic wind speed is greater than 100mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"on center for min. INSTRUCTIONS FOR THE INSTALLER IMPACT RESISTANT GLASS SHOULD MEET LARGE MISSILE RESISTANT TESTS: PROJECT# 1726 48'distance from ridges, eaves and gable end walls; and 4"on center to gable end wall framing. A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON(WOOD CONSTRUCTION CATALOG-C-2008. ,� h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. A PRODUCT IS TESTED AS LARGE-MISSILE RESISTANT AFTER IS HAS BEEN EXPOSED TO VARIOUS IMPACTS WITH A PIECE OF LUMBER , DRAWN BY AP WEIGHING APROXIMATELY 9 POUINDS, MEASURING 2"X 4"X 6'(NO MORE THAN 8')IN SIZE TRAVELING AT A SPEED OF 50 FEET PER B. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 16D FASTENERS ARE COMMON NAILS(8 GA X i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing of SECOND. THEN THE PRODUCT MUST PASS POSITIVE AND NEGATIVE WIND LOADS FOR 9,000 CYCLES,WITH IMPACT CREATING NO HOLE R. !q CHECKED BY SN fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. Blocking of roof or floor LARGER THAN/6"X 5"IN THE INTERLAYER OF GLASS. IF YOU LIVE IN A BUILIDING WHERE DOORS AND WINDOWS ARE LOCATED 30 FEET 31")AND CANNOT BE REPLACED WITH 16D SINKERS(9 GA X 31") UNLESS OTHERWISE SPECIFIED. - � � sheathing panel edges perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. Floor and roof OR LESS ABOVE GRADE THEN THE PRODUCT MUST PASS THE LARGE-MISSILE TEST. C c� �� DRAWING# BOLT HOLES SHALL BEAT LEAST A MINIMUM OF 1"AND NO MORE THAN A MAXIMUM OF 1/16"LARGER THAN THE BOLT DIAMETER(PER SECTION 8.1.2.1.) perimeter shall be supported by framing members or solid blocking. � �' r IA- T-2 . 0 D. USE PROPER SAFETY EQUIPMENT,WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES, FOLLOW PROPER WELDING PROCEDURES AND SAFETY c. PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.S STANDARDS F �� CONSTRUCTION NOTES 2 4 N 3 TYPICAL FOUNDATION CONSTRUCTION: A3 3.0 A2.0 > <.1 10-11 1 FOOTING PAD AS 3 4 REQUIRED FOR NEW POSTS WITH SIMPSON CONNECTORS TO z, CCA POST TIED INTO ELEVATED FLOOR, 3'-0" DEEP MIN. REFER TO STRUCTURAL DRAWINGS FOR DETAILS 05 TYPICAL EXTERIOR WALL CONSTRUCTION: 101 10 02 SEE ELEVATION SIDING AND INTERIOR FINISH LAYOUT, WOOD SIDING OR GALVALUME SIDING TO MATCH EXISTING A - HOUSE, OVER BUILDING WRAP ON %"APA RATED CDX o 15'-3" SHEATHING ON 2X12 WOOD STUD FRAMING 24"O.C., 3.5" SPRAY FOAM MIN. R-20 INSULATION (OR 13 +5). SEE - r STRUCTURAL DRAWINGS FOR FRAMING 04 ----1 - --� 02 0 TYPICAL INTERIOR WALL CONSTRUCTION: 03 a E D WITH A IDE , INFILL OR OVERLAY(SEE ELEVATION FOR LOCATION) ON 2x 4 WOOD STUDS AT 24"O.C. W/ACOUSTICAL BATT INSULATION. PROVIDE MOISTURE RESISTANT"GREEN 9 QD -- BD"AT ALL BATHROOMS&CEMENTITIOUS BACKER i 2 BOARD AT ALL TUB/SHOWER LOCATIONS t _j o A2.0 iv INTERIOR WALL CONSTRUCTION (WORK SPACES i j E 04 2 _ _ TEAD OF PLYWOOD IN 4 0 SELECT LOCATIONS. A2 p Z. TYPICAL WINDOWS& PATIO DOORS: i _ - O _ GENERAL NOTES 05 ALUMINUM CLAD WINDOWSDOORS BY ANDERSON OR EQ. ALL WINDOWS & DOORS TO MEET OR EXCEED THE GLAZING U FACTOR OF 0.35&SHGC OF 0.40. ALL UNITS WITHIN 18"A.F.F. TO BE TEMPERED.REFER TO WINDOW SHOP i G DRAWINGS. � I //\ 3 iv F016 TYPICAL FLOOR CONSTRUCTION:374"VIROC ON 374" OOR(COLOR TBD) ON FLOOR JOISTS. SEE STRUCTURAL DRAWINGS FOR FRAMING N ❑ TYPICAL FLOOR CONSTRUCTION: V4" I °0 ,,--BEARING WALL o 07 a OOR(COLOR TBD) ON FLOOR � ' JOISTS, OVER DECK FIBERGLASS BATT ACOUSTICAL INSULATION, WORK OUTRIGGER ABOVE N MIN. R-19. SEE STRUCTURAL DRAWINGS FOR FRAMING SPACE TYPICAL CEILING CONSTRUCTION: 01 I N 08 FILING JOISTS @ 24" O.C. I I I 10 10 0` SEE STRUCTURAL DRAWINGS FOR CEILING FRAMING. ' .. NO FINISH ON LOWER SPACES I�� _ i' STRINGER FOR RISER K o TYPICAL STAIR CONSTRUCTION: `'`- -" -- _- - - N ._ ...... :_ �- �.....:: P�, MATCH FLOORING AS .{_......- ........ ..... ... ' .... - - SELECTED WITH %" NOSING, OVERSAW TOOTH STRINGERS i i� �1 �{ " li �o (3)2X8 LVL OUTRIGGERS-1 0 WITH 36" HIGH WOOD RAILING. 3 N -- W/y X 7"STL PLATES,W/ I �__ - 'I '' iMUD; CHANGING 1 36" HIGH CABLE RAIL SYSTEM BY AGS-RAINER OR EQ. TOP $" BOLTS OOIVI ROOM O No STEM ITH WOOD CAP @ 5'OC. STAGGER TOP I I ` 02 i i I 4 i e ALL RAILS MUST MEET NJS BUILDING CODE NYS#R312.1 GUARDS AND BOTTOM. 10 Q'' NOT TO EXCEED 4"OPEN SPACE, WOODEN CAP. •. 2 2X8 LVL �. 3 ___ _�_C� 6 •C - ��__ o /,. b 11 36" HIGH WOOD HANDRAIL TO MATCH CABLE RAIL WOOD ( ) _ I OWpE 10 x This Ian is an instrument of service and is the property of :: ROOM { „ - - P P p Y TYPICAL SLOPE ROOF CONSTRUCTION: . F- ........._..__- --__ - N �E - ..... .............. 12 OF TO MATCH O3 1" _ the architect. Any infringements will be prosecuted. EXISTING HOUSE ON VAPROSHIELD OR EQUAL HOUSE WRAP w/ (3)2X14 LVL I it li I OUTRIGGER BEAM --_ ICE&WATER SHIELD MEMBRANE AT ALL HIPS,VALLEYS & -- =- �-' - - FIRST T-0"OF PERIMETER OF ENTIRE ROOF ON 3/a"APA RATED •;; „ 1;; CO SMART-ECO 11 ;r, ,. P f i.i...._....... INSTAHOT CDX PLYWOOD SHEATHING, OVER FRAMING(SEE STRUCTURAL I ( ( ..... �.._-...,.--_ DRAWINGS FOR FRAMING) MIN" 8"SPRAY FOAM INSULATION, ._. .. =- _.. _...... --- - --=_ _ - - - Q MIN. R-49, CONCEALED ALUMINUM FLASHING AT ALL ROOF & WALL INTERSECTIONS, 6" MIN. (TYP.) 10 6'-0" L�6'-0" 6'-0" 5'-6" UTDOOR SHOWER F1�3 ALUMINUM GUTTERS & LEADERS, CONNECT ALL LEADERS TO DRYWELLS. INTEGRATE INTO METAL ROOFING SYSTEM 1 FIRST FLOOR PLAN A2.0 CONSTRUCTION LEGEND SCALE : 1/4" = 1'-0" �i f r•: •I' � -13 j :i ..{,,e, .. ......... .::...:::'..s:..:::'.......:`.:::.::::::::: :::':':'i:C�:.::::::�::4' MILLWORK p WINDOW TO BE INSTALLED ROOM(- INDICATES ROOM NAME 3i I i1 STRUCTURAL BEAM ABOVE 01 f- INDICATES ROOM NUMBER f 2; :14 3 Y 2 4 3 DOOR WITH DOOR TAG 5'-1" INDICATES CEILING HEIGHT 04.12.2018 FILING SET 101 I` i A3 A3.0 A2.0 w A3.0 A3.0 A2.0 4 01.15.2018 CONSTRUCTION SET S❑ SMOKE DETECTOR-INSTALL AS 4 U 2 3 4 INDICATED&REQUIRED BY CODE 1 ! € 7'-6 Z 3 12.11.2017 FILING SET 4'-1 8 ;i - - X 2 10.23.2017 BID SET w FOUNDATION NOTES 1 08.23.2017 ISSUE FOR REVIEW 1. ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL, HAVING AN _-G)'::-.;4....... - - „� �..,..... - - - - A NO. DATE ISSUE ASSUMED BEARING CAPACITY OF 2,000 P.S.F. BEARING CAPACITY (3j,, 2X10 LVLS OF SOIL TO BE VERIFIED BY THE CONTRACTOR PRIOR TO EXISTING PIERS -- - ' PLACEMENTOF FOOTINGS. I B ...... .............................................................. ................................................................................................................................................................ P13MINUM GUTTERS O , 2. CONTRACTOR IS TO VERIFY ALL FIELD CONDITIONS PRIOR TO i _._ _................_......_.._._.._........_..._._.._......................_.............._.__._..........__....._...._. _.._..........................._.__._. AND LEADERS BEGINNING OF CONSTRUCTION AND IS TO REPORT ANY AND ALL C DISCREPANCIES TO THE ARCHITECT. O O It 3. ALL CONSTRUCTION WILL CONFORM TO ALL STATE AND LOCAL CODES, LATEST EDITIONS" o ARCH gg RE 4. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE _ J C3 I J AMERICAN CONCRETE INSTITUTE'S"BUILDING CODE o A2.0 ---"---------- - -- - A2.0 EDITION.REQUIREMENTS FOR REINFORCED CONCRETE",ACI 318 LATEST o E E 3;J-IS I OR I IE:.;;N 1312dL) :` :31 1 _]C', NY i 1 10 i O 4 N @� 4 21 5. ALL MASONRY WORK SHALL CONFORM WITH"NATIONAL A2.0 01 A2.0 -__._ CONCRETE MASONRY ASSOCIATION STANDARDS" LATEST EDITION. O O 6. THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 __ (3. .2X10LVLS ____ .. _ :.:.. _ DAYS WILL BE: FOUNDATION & FOOTINGS 3,000 P.S.I. AIR - F - ENTRAINED INTERIOR FLOORS&SLABS 2,500 P.S.I. PORCHES, EXTERIOR STEPS &GARAGE FLOOR SLABS 3,500 P.S.I. AIR 10" SONOTOBE o -------------------_ .__.................... ......._............_.__.................................................................... ................................ ........................... o ENTRAINED PIER 7. ALL CONCRETE SLABS WILL HAVE EXPANSION OR CONTROL 3 _._................................................._.._........__._....._......_..........................................__..............'''' ....__.._._......_._.. _................. 3 JOINTS AS REQUIRED. A3.0 O A3.0 O 12"CONCRETE GRADE BEAM `� FRAMING NOTES SUPPORT STAIR o ,r, ............................... ......... ..............' - ....._--------------------------_..........._.........................._............_...._.............-'- STRINGERS 1. ALL ROOF RAFTER LUMBER TO BE DOUG FIR SELECT STRUCTURAL o i ......... ....__.. O _......_._................._......_..................._.................................................................._............_............._..__......_._ O Fb SINGLE = 1,350 PSI E= 1,900,000 PSL I - 2. ALL OTHER FRAMING LUMBER TO BE DOUG FIR NO. 2 OR BETTER N Fb SINGLE= 1,000 PSI E= 1,300,000 PSI. 3• ALL LVL'S TO BE TRUSJOIST MACMILLON OR EQUAL. PROJECT Fb=2,600 PSI, E= 1,900,000 PSI. ARCHITECT MUST - - _ - -_ 3 2X10 LVLS 12 ............................ ... . ... ...... -: ( ) .........................._.._..................._.__..............................._.__......_..............................................._...................................._.........._._._._......................... FAG I N LANDAU POOLHOUSE APPROVE ANY PRODUCT SUBSTITUTIONS PRIOR TO __ ___.._ ___....... ---(D 855 SOUNDVIEWAVE CONSTRUCTION. _..... __...___ _........_ ......_._ ._--..-.-_. _. - - - - - - - - ROOF ¢. ALL STRUCTURAL STEEL TO BE ASTM A36 GRADE. I --.------ ALUME TO MATCH MATTITUCK, NY 11952 Fy= 36,000 PSI, E =29,000,000 PSI. i M .............................._...........___.____-. ..... .... ...... ...... EXISTING HOUSE O ___-. _. _. __...___ .........___..........._........._....__......._....._...............___.. .._ 5. DOUBLE ALL FLOOR FRAMING UNDER PARALLEL PARTITIONS. DRAWING TITLE ......_........._...._.........._.._..._......... ..__._...__........_._._....__..._....._..............._..._..__._._.-._._......_._.....-........... .......... � FLOOR PLAN S AND AROUND ALL OPENINGS. = A3.0 N A3.0 O 6. PROVIDE"TECO"TYPE CONNECTORS @ALL FLUSH HEADERS I �? •.•--.�- •�-- -- �� , �? `r' - 7• PROVIDE SOLID BRIDGING @ MID-SPAN OF ALL I rn FLOOR JOISTS OVER 8'-0" IN LENGTH ! o o O N 2X8 FOR DECK N SEAL& SIGNATURE DATE 08.23.17 8. PROVIDE SOLID BLOCKING UNDER ALL POSTS& COLUMNS&WALLS @ 16 O.C. ..............._........._._.................__._..-......_...._................... _.... _......._.._...._.......___._.._.._.._.._......__.__ _._..... _.... ............ 4 PROJECT# 1726 9. ALL STUDS TO BE FULL HEIGHT PLATE TO PLATE. P P ----------- -----.....-.-------------- - - -----------------------' ---- ------ '--ALTERNATE: -• 4 p DRAWN BY AP, 10. ALL TRIPLE AND GREATER LVL STRUCTURAL MEMBERS TO BE ; j , �- -�- `�� TIMBERLINE THROUGH-BOLTED CONNECTION. BOLTS ARE TO BE ASTM -_ _ _ _ _-_ ::::_:: _:::::: _.. =_ =_ _:_:::::::::: - - - - - - - - - - •, CHECKED BY SN - W::: --- - Q - - - - - - - ARCHITECTURAL Q r STANDARD A307 MACHINE BOLTS BOLT HOLES ARE TO BE VENT PIPE T I �� ,.• 1 i +; SAME DIAMETER AS THE BOLT AND LOCATED 2" FROM THE TOP 3 2X10 LV S SHINGLESCOLOR TBD 4r "' O DRAWING# & BOTTOM OF THE MEMBER. USE 2 ROWS 1/2 BOLTS @ 12"O.C. ( ) 11. NO HOLES BY ANY TRADE IN MICROLAMS AND LVLS. A- 1 . 0 12. ALL FRAMING TO HAVE CONTINUOUS PATH TIE-DOWNS TO THE FOUNDATION, 1 1 OSA 13, ALL FRAMING IN CONTACT WITH CONCRETE OR STEEL TO BE ACQ FOUNDATION & FLOOR MAME PLAN , ROOF PLAN A2 p OWN x'44 TREATED WOOD. SCALE : 1/4" - 1'-0" SCALE : 1/4" = 1'-0" CONSTRUCTION NOTES Fo1 TYPICAL FOUNDATION CONSTRUCTION: 10"SONO TUBE WITH E FOOTING PAD AS REQUIRED FOR NEW POSTS WITH SIMPSON CONNECTORS TO CCA POST TIED INTO ELEVATED FLOOR, T-0"DEEP MIN. REFER TO STRUCTURAL DRAWINGS FOR DETAILS OZ TYPICAL EXTERIOR WALLSEE ELEVATION FOR CONSTNG ANDRUCTION: IUCTIONR FINISH LAYOUT, WOOD SIDING OR GALVALUME SIDING TO MATCH EXISTING HOUSE, OVER BUILDING WRAP ON 5/"APA RATED CDX SHEATHING ON 2X12 WOOD STUD FRAMING 24"O.C., 3.5" ID SLOPE SPRAY FOAM MIN. R-20 INSULATION OR 13+5). SEE HEIGHT DORMER _......-... ......._._._ ..... ... ._.._..... ._ ......._... ............... .............. ............... I............... .............. ............... .............. -..._...... -- -------------- ..... ..... ............ ............. ... STRUCTURAL DRAWINGS FOR FRAMING 12 I I i I { ' ALTERNATE IN PLACE OF 12 ; � STANDING SEAM METAL TYPICAL INTERIOR WALL CONSTRUCTION. MIDSLOPE WITH 15 SETBACK I. i I ' I i RM .. 1 O ER i ROOF O PRICE TIBERLI i NE a A A I INFILL OR t € ._.: ! { ( — _ _._. Fo OVERLAY SEE ELEVATION FOR LOCATION ON 2x 4 `r' +77.675 20 —0 FROM GRADE I ! € i i i i x� ; ! ! ! ! i —ARCHITECTURESHINGLE WOOD STUDS AT 24" O.C.W/ACOUSTICAL BATT ! I ! ! I I I ! I GENERAL NOTES PROVIDE MOISTURE RESISTANT GREEN i INSULATION. I I j I I I I ( ! BD"AT ALL BATHROOMS&CEMENTITIOUS BACKER I ( ROOF BEYOND i ; , j UTTERS AND BOARD AT ALL TUB/SHOWER LOCATIONS i ! i i ! ! ! I I I I I I LEADERS INTERIOR WALL CONSTRUCTION WORK SPACE)7 ! ! { I ....._..... € -""""""""-" _---_--_--- _0[04 2 4-0 X 8-0 VIR PANEL IN (WORK F PLYW OD IN I 13 I ALTERNA SELECT LOCATIONS. ENTRY OVERHAN I I { TE. IN PLACE OF �; DING SEAM METAL ON ! : TYPICAL WINDOWS& PATIO DOORS: STAN _ WALLS PRICE V Fo5 T.O. LOFT F.F. i ' - _L.._ . _!.._.I _..... — -- C IROC PANELS _ ............. _...._ __.._._ ..... _ _.._._ __s.. _,...., _i _ _ .............. ... __ 1......- DOORS BY ANDERSON OR , .{ ___ - _ _ _ _.._-. .............. _.-...-._. — __.._.. _....._. +70.73 , .__.._ ; .;__;_; -_ :_ . _'__ f : � i ! i ! i ! ! , ! � ! � — — EQ.ALL WINDOWS& DOORS TO MEET OR EXCEED THE i { ! 1..1...1......1..._!.. ; ! ! 1 is ! I ! i ! ; ! - .......... ::hIi i GLAZING U FACTOR OF 0.35&SHGC OF 0.40.ALL UNITS i _�_.._ ...,..._.... .............. ........_._.. .............. )._. ,__..r..... WITHIN 18"A.F.F. TO BE TEMPERED.REFER TO WINDOW SHOP ! I I i i'"""" DRAWINGS. 10 04 f t , ! ! ! ! TYPICAL FLOOR CONSTRUCTION: 06 a a OOR(COLOR TBD)ON FLOOR / i I f i JOISTS. SEE STRUCTURAL DRAWINGS FOR FRAMING i 1 / 05 I >// : ! ! i ! ! i -.-..----- .------------ .. i .. . . . . . . . . i 1_......_—..._ g..................... i 3 i i i i i i 3 i i �� I ! TYPICAL FLOOR CONSTRUCTION. , 10 OOR COLOR TBD ON FLOOR / ` ; I 07 JOISTS OVER DECK FIBERGLASS BATT ACOUSTICAL INSULATION i MIN. R-19. SEE STRUCTURAL DRAWINGS FOR FRAMING ' TOP OF F.F. �. i ! __. I J TOPOF EXIST DECK . , . ...... ............... .... . .... .................:.................. ............................................................... .......................... ................ ............ .......... .......... .......... +63.4 � ;; ....... ............ +63.14 •. I i ; ; ! !:, i I i ! I .......f..:......... TYPICAL CEILING CONSTRUCTION. L 08 1/2" PLYW D INFILL PANEL N CEILING JOISTS @24"O.C. (f SEE STRUCTURAL DRAWINGS FOR CEILING FRAMING. {f NO FINISH ON LOWER SPACES TYPICAL STAIR CONSTRUCTION: F1_1 a MATCH FLOORING AS =.:1 /�'f ! EXISTING PIERS SELECTED WITH %4' NOSING, OVER SAW TOOTH STRINGERS I WITH 36" HIGH WOOD RAILING. -..- % 01 O1 I This plan is an instrument of service and is the property of the architect. Any infringements will be prosecuted. 36" HIGH CABLE RAIL SYSTEM BY AGS-RAINER OR EQ. TOP AVERAGE GRADEs- r 10 REDUCER—, WITH WOOD CAP +57.675 �0 —0") —1 ALL RAILS MUST MEET NJS BUILDING CODE NYS#R312.1 GUARDS I ! { I I ! ( I NOT TO EXCEED 4"OPEN SPACE, WOODEN CAP. I I I I I f i I I E 11 36" HIGH WOOD HANDRAIL TO MATCH CABLE RAIL WOOD L ! a t..... ._..... ... ........ 1 1 1 TYPICAL SLOPE ROOF CONSTRUCTION: ....... ........ .... ...... ........ ....... .....! I...... ...... ....... ..... i...... ....... ....... ...... I...... ........ ....... ......1 1...... ....... ....... ......i ..... ........ .... .... .....! F1 GALVALUME STANDING SEAM METArTMOF TO MATCH EXISTING HOUSE ON VAPROSHIELD OR EQUAL HOUSE WRAP w/ ICE&WATER SHIELD MEMBRANE AT ALL HIPS,VALLEYS & FIRST 3'-0"OF PERIMETER OF ENTIRE ROOF ON 3/"APA RATEDSOUTH ELEVATION EAST E L E VAT I O N CDX PLYWOOD SHEATHING, OVER FRAMING(SEE STRUCTURAL DRAWINGS FOR FRAMING) MIN. 8"SPRAY FOAM INSULATION, 2 MIN. R-49, CONCEALED ALUMINUM FLASHING AT ALL ROOF& ` SCALE : 1/4" = 1'-0" SCALE : 1/4" - 1'-0" WALL INTERSECTIONS, 6" MIN. (TYP.) ALUMINUM GUTTERS & LEADERS, CONNECT ALL LEADERS 13 TO DRYWELLS. INTEGRATE INTO METAL ROOFING SYSTEM ID SLOPE 5 04.12.2018 FILING SET HEIGHT OF DORMER WOOD SIDING TO 4 01.15.2018 CONSTRUCTION SET ........ ........_... .............. ............... ..........._. —.. ............ .............. XI TING ............ ............... ... ....... .........._.. ............... ............... _ __..... _......._ ....._........ ............... ........_.._ _.._....... ._......._. ......_» _......_. .............. ...... S ..... ......_._._. .............. .............. +79.9 _. ........ MATCH...E ......_ _....._.__ .......-- —.._.._ _..__..... _ — -.... _ _....— ------ ....._ 3 12.11.2017 FILING SET _.;.._.._..._.;._..._... ;: ..� ::........ -- f HOUSE ALTERNATE: IN PLACE OF— T F I � I I —� 2 10.23.2017 BID SET I !,.! .- ' _- ". ; ! : STANDING SEAM METAL I i i i MIDSLOPE WITH 15 SET@ DORMER i I ! I .I Y f ( . :- -, ! ..... .... ....... .......... ............. ....... .... _�� _...-- ---- -- _:-� ;_..:.._�- --�---- � . -.-_,_-.�_W.....i_I _ --.....>•.-,�. i.._ . _.. ..._... ........__ .__.._...._ ..---... ..._....__. ._—._ —_._... -- — ON WALLS PRICE VI � �.. 1.... I.. .. +77.675' 20'-0" FROMMDE l 1 I i NO. DATE ISSUE : : f ! i PANELS 0 I.. , i SCONCE 6" MIN. FLASHING E ( I �. 00 PANDREL PANEL / SPANDREL GLASS -`............. !......._._ ............................. L..... €...... ........... I ......................... ........... .. -----.. ...... ...._7..../ ........ ............... .......... 0 01 0 -.-.-.-.... ... . , , is \ i ............... .............. - - T.O. LOFT F.F. ....... .............. .............. ... ........ i i 000, .......... ..... :....................................---.................................._-.... ..........._..._-...1.. ._.............-...................................................................... +70.73 ..........." ......... " ._...... .........._..........._._............ — _. ............ ....—...._ ......... ___ _....._.. ........................ ................. ....T......T..-....-.T. ................. 10 , ( I ! l Ii , 1 i i I ( i —�.. !� i'.iC: {r.'..f—f':: ,�I 6;...V[—} #31 (.. C, NY i i 10: i I `�,\,�„A,��t^J,C•i S"^�.�\l../E`.l i\i =:i'�� 21 L.6 ,237^° 1 0 10 1 i I ( WOOD SIDING f I , I 10 1 1 I i 1 02 ! I 02 1 i ! I • ;�. I I I I I I I ! I TOP OF F.F. `.`' `��`;..\ I j I i i i `:. . _.T. — ...__ �. — — ___ _— \ !..... d................_!.__......................... ......... _......... _........................................... _ ............ ............ '-. 4..- — .._.. _!....... TOP OF EXIST DECK � __.._.. ....,,. . . .....;.----.--._---->---- t ; ; __......._... ;. ` J.. ...... +63.14 i..... I ._..,....- ..�.._�_ .. ..... _.................._...._......--""----------- ------------- -------------- ------------"---- �._.. I : I ! IPE TREADS T MATCH EXISTING , �•. EXISTING PIERS 01 TREATED STRINGER0jLd VERAGE GRADE :::: ; :.........� 57.675 (0'-0") i ` � � ' PROJECT 1 I Z I ( ! I I FAGIN LANDAU POOLHOUSE 855 SOUNDVIEW AVE ..... .....x... ..., �..... ........ .... i..... ........ ..., MATTITUCK NY 11952 . ... L — -- —; L-_. "----_ — ..._! _... i_.... ...._ __. _.. _._. ___ DRAWING TITLE ELEVATIONS SEAL&SIGNATURE DATE 08.23.17 NORTH ELEVATION ,WEST ELEVATION 0 � i PROJECT# 1726 1111, 1 C SCALE : 1/4" = 1'-0" 4SCALE : 1/4" = 1'-0" !� '• `�' DRAWN BY AP NCHECKED BY SN U> `, DRAWING# ^ ti9 S AOF t4 A-2 . 0 �, CONSTRUCTION NOTES 01 TYPICAL FOUNDATION CONSTRUCTION: 1 10"SONO TUBE WITH 2'X2'Xl' CONC;RETrz FOOTING PAD AS REQUIRED FOR NEW POSTS WITH SIMPSON CONNECTORS TO CCA POST TIED INTO ELEVATED FLOOR, 3'-0"DEEP MIN. REFER TO STRUCTURAL DRAWINGS FOR DETAILS 02 TYPICAL EXTERIOR WALL CONSTRUCTION: E ELEVATION FOR SIDING AND INTERFORFINISH LAYOUT, WOOD SIDING OR GALVALUME SIDING TO MATCH EXISTING HOUSE, OVER BUILDING WRAP ON 5/"APA RATED CDX HEIGHT OF DORMER ORMER SHEATHINGON 2X12 WOOD STUD FRAMING 24"O.C., 3.5" — ...... ........ . —_ --- .......... __-_.._ ____ _ - _ _.. �_._ _.. __ ____-- _.. ..._..._.._. _.__.... __...___. ._...__.._ __..._ _....__._._ _-.-- -------- ..._____ ....__._ _............ __..-_ .... ..... _--------.._ --------_-._ ............_. _._..._-_ ..._........ __..__ _ _ _�_ _ -- _-__ — _ �_ -.- __--- _.. SPRAY FOAM MIN. R-20 INSULATION (OR 13+5j. SEE +79.9 STRUCTURAL DRAWINGS FOR FRAMING — —_----- _- � ALVALUME ROOF, MIDSLOPE WITH 15 SETB CK _.........._..._..._....._._..-.....---.._...--_.::::- _---- .._.� — . _......... __ TYPICAL INTERIOR WALL CONSTRUCTION. _.._...._... .......... .......... _ _._ __ _ ... COLOR MATCH _ 03 a A D WITH A IDE UT, INFILL OR `� +77.675' (20'-0' FROM GRADE) '' SE __._._. U R RI CAN E - _ i �I EXISTING HOU OVERLAY(SEE ELEVATION FOR LOCATION)ON 2x 4 '""---".__"._. 03 CLIPS WOOD STUDS AT 24"O.C. W/ACOUSTICAL BATT -- _1 SPRAY FOAM . ''.............. ............. INSULATION. PROVIDE MOISTURE RESISTANT"GREEN 08 !! I ----------- INSULATION BD"AT ALL BATHROOMS &CEMENTITIOUS BACKER N 'I 03 i i LOCKING FOR BOARD AT ALL TUB/SHOWER LOCATIONS jis PLYWOODINFILLI.... .......................... .... . .............. .......................... . co ....... GENERAL NOTES INTERIOR WALL CONSTRUCTION (WORK SPACE): SOFFIT i i -- ---- - LYWOOD INSERT, TYP. FO4 Z"4'-0"X 8'-0"VIR PANELS INSTEAD F PLYWOOD IN is __.../ ..._ /'-- �/-- ', ----...../........ i _%_.__. EADER, TYP. BEYOND � ..— ......��_... - -_ , SELECT LOCATIONS. (3)2X14 LVL OUTRIGGER BEAM ELECTRONIC OPERATION i i .. TYPICAL WINDOWS&PATIO DOORS: T.0. LOFT F.F. ............ ............... .............. .............. .............. ............... .............. .. .............. ........I . ............. ........... ............... ............ .._.......... ..__........ ... ........ .........__ ' :: .............. ............... _._._.. ............ ......._...... ------- 05 +70.73 :............. ... ALUMINUM CLAD WINDOWS & PATIO DOORS BY ANDERSON OR ............. ........ EQ.ALL WINDOWS & DOORS TO MEET OR EXCEED THE GLAZING U FACTOR OF 0.35&SHGC OF 0.40.ALL UNITS SC l. ..... _..,., I i,. II Ilii ONCE ; it i 03 I WITHIN 18"A.F.F. TO BE TEMPERED.REFER TO WINDOW SHOP �i 04 �I,I Me I DRAWINGS. 10 03ei __............._.. 3 2X8 LVL ( �ji, I VIROC PANELS, TYPICAL FLOOR CONSTRUCTION: _ ,�_ � O is j - - -------- 06 a a OOR (COLOR TBD)ON FLOOR � JOISTS. SEE STRUCTURAL DRAWINGS FOR FRAMING '� OUTRIGGERS W/Y I; HELD ON WITH _._...._...._....................................._..............._. I , i is lite it I ill iiFLANGED REWS AN _._._...�...-__..............__.... __.....__...._.. X 7"STL PLATES W/ is t :: li HAD SC _ ..............__... _ ......_..............__..........._.................... %" BOLTS @ 50C. 'i TYPICAL FLOOR CONSTRUCTION: - �• it i'i STAGGER TOP AND VIROC PANEL FLOOR 07 a a OOR(COLOR TBD)ON FLOOR _ _ TREATED s „ JOISTS, OVER DECK FIBERGLASS BATT ACOUSTICAL INSULATION, OVER / SUBFLOOR TOP OF F.F. __ BAND JOIST BOTTOM EXIST DECK — - -- - - - _..... ._._._.......... __ .._.. - -... _- - i3 { I i i MIN. R 19. SEE STRUCTURAL DRAWINGS FOR FRAMING XIS _._._. -_._ - ._ _. ,. _.. (_.-_.------ _ __ __ ... .. ... ...._..._... r. . . s is +63.4 3.. .! ! It „ h c r r rti }tYX,,,J, t t }fit }; TYPICAL CEILING CONSTRUCTION: t` _ _....__....__.... [0-8] 1/2" PLYWOOD INFILL PANEL N EILING JOISTS @ 24"O.C. r AINTED MARINE GRADE PLYWOO SEE STRUCTURAL DRAWINGS FOR CEILING FRAMING. % i.{�" < TREATED BEAM GIRDER NO FINISH ON LOWER SPACES ARINE GRADE f / PLYWOOD IMPSON JOIST HANGERS, TYP. TYPICAL STAIR CONSTRUCTION: IMPSON POST HOLDER, TYP. j 09 s O1 TREATED SILL 10" SONOTUBE ON 24"X10" V4" MATCH FLOORING AS SELECTED WITH 4 NOSING, OVER SAW TOOTH STRINGERS •' BEAM/GIRDER TING 2)#5 BARS BOTH AVERAGE GRADE WAYS WITH ANCHOR TIE ( ` 1 WITH 36" HIGH WOOD RAILING. —EXISTING FOOTING +57.675 p'—p 36" HIGH CABLE RAIL SYSTEM BY AGS-RAINER OR EQ. TOP ,•: Fi-ol ITH WOOD CAP i f I ALL RAILS MUST MEET NJS BUILDING CODE NIYS#R312.1 GUARDS �.':a."� 12 GRADE BEAM This plan is an instrument of service and is the property of NOT TO EXCEED 4"OPEN SPACE, WOODEN CAP. t �' I FOR STAIR E " ) I : ) ) j j the architect. Any infringements will be prosecuted. 11 36" HIGH WOOD HANDRAIL TO MATCH CABLE RAIL WOOD f . r•• a "' ' (� �, �-'-"y<. -� - --- 1 I I 1 , • a "+a • •1bv• f ..... TYPICAL SLOPE ROOF CONSTRUCTION: F1 OF TO MATCH EXISTING HOUSE ON VAPROSHIELD OR EQUAL HOUSE WRAP w/ ICE&WATER SHIELD MEMBRANE AT ALL HIPS, VALLEYS & FIRST T-0"OF PERIMETER OF ENTIRE ROOF ON 4"APA RATED 1 2 3 4 Q P 0 N M L K J H G F E DO C B A CDX PLYWOOD SHEATHING, OVER FRAMING (SEE STRUCTURAL DRAWINGS FOR FRAMING) MIN. 8" SPRAY FOAM INSULATION, MIN. R-49, CONCEALED ALUMINUM FLASHING AT ALL ROOF& WALL INTERSECTIONS, 6" MIN. (TYP.) ALUMINUM GUTTERS& LEADERS CONNECT ALL LEADERS 13 TO DRYWELLS. INTEGRATE INTO'METAL ROOFING SYSTEM ( WEST EAST SECTION SOUTH NORTH SECTION - SCALE : 1/4" — 1 0 SCALE : 1/4" — 1 0 VERTICAL SIDING TO 5 04.12.2018 FILING SET MATCH EXISTING HOUSE ID SLOPE 4 01.15.2018 CONSTRUCTION SET % " APA RATED CDX 3 12.11.2017 FILING SET SHEATHING HEIGHT OF DORMER ............. ....._.... ............... .............. —.. 3.5" MIN. SPRAY FOAM +79.9' __.._.._. ............... ......... .__.......... _............ .............. ............... .............. ............._ .............. ............� ............... ............... .............. ............... ...__...... ............ .._......... ............... ............... .............. ............... .............. _............._ INSULATION _.-._l.....,_.... NO. DATE ISSUE MIDSLOPE WITH 15 SETBACK i =777 111:. 1 r :. 1�.1. /l. <s__.1....<_a:.✓... _<.. :< I 1 f s n �N a:-.::::.:e::.::::.-.-::.. ...:::.:..:::>::-:., ..:....:.::....:.::..:.:::..::;::.::.:;.::;:::::;...:..:.::'.:::..::::.::.........:,::.:.........:......:::::..:::..�..:....... ... — ` +77.675 20 0 FROM GRADE ........... ..:..:...::.... .:.::.....::...::........:...:.......:.................. PLYWOOD OVERLAY PANELS e ts::.:r.: .... ... . .. STAGGERED ON WALL BEYOND e .....:.. :::::::::::::::::::::::::':::::':::;:..::.:;':.;.:::.;.::.::.::::.:::.::..:::::::.::;.::.::.:.::.;::;::.;:.;::;...; ;::.::::.........::..:..::: DORMER BEYON _ .....- ._...._....... LOCKING BETWEEN WINDOWS 6" MIN. FLASHING 03 y TO SUPPORT FUTURE TRUSS i k ;, H T E T U � E %2" VIROC PANELS I SECURED WITH T.O. LOFT F.F. ` 11 r :;E<. E.�I:.:I E NID 4331 11,17, DIY I i iu FLANGED S.S. PAN HEAD +70.73 _ _... ............... ... ........ i.. 6 5,2 SCREWS 03 (3)2X8 LVL OUTRIGGERS W/,y2 X 7"STL PLATES, W/4" BOLTS f @ 5'OC. STAGGER TOP AND PLAN WALL DETAIL- VIROC BOTTOM (1-5LYWOOD OVERLAY PANELS .)SCALE : 1-1/2" = 1'-0" i TOP OF.....EXIST DECK ._...._.... TOP OF F.F. . ............ ....... ..... .. ".. _...._ �`�` ...... .. ....... — +63.4 .: , - —_ ( ....... .............. ............... GALVALUME OR SIMILAR +63.14 ` l � {, zX 'fir .7`-"f A,Sf,,n� j1( v x }r..�.. ...F..A.. 1t AL STANDING SEAM SIDING _ BUILDING WRAP ,. t '•.�, 1-011 PROJECT OIL m...................... ...............,.,.. ..:.:.:,.;-:: 11) »:-- .................... :...,..__................._:...::,,,,m .....,::.....:.. AVERAGE GRADE ~�,.. ` FAGIN LANDAU POOLHOUSE ... +57 675 —0 855 SOUNDVIEW AVE I .. 1 i ::::::.:......: ... MATTITU K NY 11952 :.:: '..::::. ::.: ...:............:.....::. .......................... ; 1 _:... - _.._..----.---------------------------- ---------------------------._... ..... - , s ! � i -F' -' -- - '• DRAWING TITLE 5 SECTIONS cV /8 PLYWOOD INFILL PANELS, STAGGERED, ON BLOCKING 2X8 WALL 4 3 2 1 SEAL&SIGNATURE DATE 08.23.17 CONSTRUCTION PROJECT# 1726 ROOF SIMILAR CONSTRUCTION DRAWN BY AP BUT WITH 2X12s AND R-VALUE CHECKED BY SN EAST WEST SECTION � � OF 38 V8 " PLYWOOD ( 3 — .� DRAWING# ' /SCALE . 1/4" — 1'-0" 7z �V A-3 . 0 PLAN WALL DETAIL- VIROC FN ( 6 )„ ---,)SCALE : 1-1/2” = 1'-0" / _..__................_..._................... r ...1 i -------------------- -------- t - l f WALL MOUNTED CEDAR SLATS GENERAL NOTES HOOKS 77-� 1_411 LED LIGHT, SEE LIGHTING SCHEDULE 2X6 CEDAR SLATS This plan is an instrument of service and is the property of the architect. Any infringements will be prosecuted. 34- 1 A WALL MOUNTED BENCH, CEDAR SLATS c LL LL Q WINDOW/GLASS SCHEDULE ALTERNATE: PROVIDE ALL AS HURRICANE RATED h W FrPme Size Rough Opening MARK o� QTY TYPE / STYLE MFG. PRODUCT REMARKS 1 5'-4"x 8'-0" 16'%"X 8'-0" MULLED WITH 10 , KOLBE OR EQ. T 1 IDI MULLED WITH 101 BELOW .:ai __._....... -:-------------:... ::; :: ::::::::..mm : .:: ::::::::::::::::::::: :::::::::.�........... 200,201,202 PATIO DOORS NG 200,201,202 10 Vs- 10 1 10'-8"x 8'-0" MULLED WITH 101, VISTALUXE SLIDING MULLED WITH 100, BELOW 16'-Yz"X 8'-0" KOLBE OR EQ. - fi -- - - 200,201 202 PATIO DOORS 200,201,202 5 04.12.2018 FILING SET 10 1 2'-6"x S-0" I 2'-6Y"x 3'%2" A-AWNING KOLBE OR EQ. 4 01.15.2018 CONSTRUCTION SET - ------ --- - -- - ---------- - --- - -- - -- - - ----- - 3 12.11.2017 FILING SET 6'-8" 6'%2'x 6'-8Y2" C-SLIDING KOLBE OR EQ. 2 10.23.2017 BID SET DETAIL OF BENCH - - - - - - - ---- ---- ----- NO. DATE ISSUE LE : 1-1/2" - 1 -�� 104 1 8'-0' x 8'-0' 8'Y2"x 10'6)/2" C-SLIDING KOLBE OR EQ. 1 (2'- 10Yz"TO 4'-2Y2") x 5'-4" 16%"x(2'10Yz"and 6'-10%2') KOLBE OR EQ. VISTALUXE SLIDING TO MATCH SLIDER OR WINDOW BELOW, MULLED W/201, D-TRANSOMry %, 4 SEE ELEVATION SEE ELEVATION PATIO DOOR TRANSOM 202 ABOVE 100, 101, MATCH 3:12 ROOF PITCH, DIRECT SET - - - �-- - - ---4'-2/z TO 5'-4/2')x 5'-4' - 16/z 'x(2'10Yz and 6'- 10/z'") ---- ---- --- --- - - ------- ----- --- -- � � ry, 1 = 1 : 1 = 1 VISTALUXE SLIDING TO MATCH SLIDER OR WINDOW BELOW, MULLED W/201, 01 1 ( D-TRANSOM KOLBE OR EQ. SEE ELEVATION SEE ELEVATION PATIO DOOR TRANSOM 202 ABOVE 100, 101, MATCH 3:12 ROOF PITCH, DIRECT SET 1 ( 5'-42 TO 6'-10/2')x 5'-4' 102"x,2'102"and 6'- 10/2") D-TRANSOM KOLBE OR EQ. VISTALUXE SLIDING TO MATCH SLIDER OR WINDOW BELOW, MULLED W/201, SEE ELEVATION SEE ELEVATION PATIO DOOR TRANSOM 202 ABOVE 100, 101, MATCH 3:12 ROOF PITCH DIRECT SET 1 1 1 A-AWNING KOLBE OR EQ. VISTALUXE AWNING OPTION 2-MULL WITH 204, 205, 206 3I 16, PJO "HC:F�N f_;'VI.:� #31 7 I_.EC:, NY I I (0 i 1 3'-8/2"X 2'6" 3'-10/2"X 2'-6/2' CRANK OUT AND PRICE LARGER LINTEL, RO}=`>KY.cc~ 2 1'-L 67 ,Ls? - ---------- -- --- -- -� X 2 X 2'-6" '-6/z" EXTENDED SILLS, ELECTRONICALLY 3'-8/z 1 3'-10/z 1 : 1 A-AWNING KOLBE OR EQ. VISTALUXE AWNING OPERATED co 1 —� --- ------------ -- CRANK OUT O 1 1 1 A-AWNING KOLBE OR EQ. VISTALUXE AWNING 1 3-8/2 X 2:-6:: 3-102 X 2-6/2 CRANK OUT T-6"X 2'-6" (3'-8Y2") 3'-10) "X 2'-6Y2" A-AWNING KOLBE OR EQ. VISTALUXE AWNING CRANK OUT 1 5'-0"X F-0" 5'%2"X 5'-Y2" B-FIXED KOLBE OR EQ. VISTALUXE FIXED 1 8 0 X 2 6 D-TRANSOM KOLBE OR EQ. VISTALUXE SLIDING TO MATCH SLIDER OR WINDOW BELOW, 0 8 /2 X 2-6/2 PATIO DOOR TRANSOM MULLED WITH 200,201, DIRECT 1. ALL WINDOWS TO BE SIZED&VERIFIED IN FIELD PRIOR TO PURCHASING W 2. ALL OPERABLE WINDOWS TO HAVE SCREENS W 3. REFER TO ELEVATIONS FOR WINDOW OPERABILITY PROJECT 4.ALL WINDOWS TO HAVE ESTATE HARDWARE Z 5. ALL DOORS AND HARDWARE TO BE BRUSHED STEEL FINISH FAGIN LANDAU POOLHOUSE 6. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERING / 855 SOUNDVIEW AVE 7. ALL DIMENSIONS TO BE CONFIRMED WITH WINDOW MANUFACTURER D MATTITUCK, NY 11952 DRAWING TITLE WINDOW TYPES AND DOOR SCHEDULE, - _._____._...----.._._—._._......... ._....._._._.....__.....__._........._._.__ WINDOW ULE, B CDETAILS - SEAL& SIGNATURE DATE 08.23.17 PROJECT# 1726 DRAWN BY AP _.....-.._..__._.....__. C� '' CHECKED BY SN . ;N DRAWING# ....................... l r '� .- A-4 . 0 Air F A 855 S (DUNED \/ 1W _Al�.\/ MA,�kFFFFUC:o* K ., N ,11)' r 1 19 5 SITE PLAN- BASED ON SURVEY PREPARED BY BARRET, BONACCI + VAN WEELE, P.C. 1 11=20'-011 ZONING INFORMATION - SECTION 94 BLOCK 1 LOT 7 DISTRICT R40 LONG ISLAND SOUND 38 - - C NEW ACCESSORIES STRUCTURE- POOLHO US E 3.7 -5- , 3.8 i ' - 7.6 ' 98.72' N 6854'30" E 7.5 ALLOWABLE LOT COVERAGE GENERAL NOTES 1 7.7 AREA OF SITE - 31,772 SQ. FT. TW .45 9?3 ALLOWABLE LOT COVERAGE 20% OF 31,772 = 6,354 SQ. F.T 8.2 1 TW 8.63 BW .75 1 • Wim• TW 10.85 . W 8.62 / BWr V'10.59 BW 5.42 9.5 PROPOSED LOT COVERAGE \1 - • - -�--- 10.8 _ 9.3 _ _ 3,822 SQ. FT. X9.5 9.2 10 23.91 / LEGEND ALLOWABLE HABITABLE FLOOR AREA EXISTING HABITABLE FLOOR AREA PROPOSED HABITABLE FLOOR AREA +_ _ - - - - 2D WALL NO RESTRICTION AS LONG AS LOT 1 ST FLOOR - 1,105 SQ. FT. 1 ST FLOOR - 1,105 SQ. FT. \ \ ' EDGE OF PAVEMENT COVERAGE IS MET TOTAL - 1,105 SQ. FT. TOTAL - 1,105 SQ. FT. - 25 25 OH OVERHEAD WIRES - _ - -30• - _ /� - 6.2 - - - _x x- CHAIN LINK FENCE 00 J _ - ALLOWABLE BUILDING AREA EXISTING BUILDING AREA PROPOSED BUILDING AREA � � � - 35 - - "- - - - i-- - - - - - �j -o o- FENCE OTHER d ' - 40 _ _ _ - - ,- _ , _ _ - ,49.6 o00000o HEDGE/TREE ROW NO RESTRICTION AS LONG AS LOT HOUSE - 1,196 SQ. FT. HOUSE - 1,196 SQ. FT. 50.0 _ CONCRETE COVERAGE IS MET PATIO - 761 SQ. FT. PATIO - 761 SQ. FT. 45- / - / -- TOa OF SLOPE 49.9 DECK � \ �YYY1 TREE LINE POOL - 524 SQ. FT. POOL - 524 SQ. FT. CONTOURS DECK - 1,341 SQ. FT. DECK - 1,341 SQ. FT. 53.3 Tc 99.00� TOP/BOTTOM OF CURB TOTAL - 3,822 SQ. FT. NEW ACCESSORY (WITH DECK) - 636 S( / 55 BC 54.50 TOTAL - 4 458 SQ. FT. This plan is an instrument of service and is the property of POPE 56.1 \ \ 51.6 BW 57.00 TOP/BOTTOM OF WALL REQUIRED ACCESSORIES SETBACKS EXISTING SETBACKS PROPOSED ACCESSORY SETBACKS the architect. Any infringements will be prosecuted. LANDWARD LIMIT OF NATURAL - - - / 58.8 Sv \ ^ +55.43 SPOT ELEVATION PROTECTIVE FEATURE AREA LINE FRONT - 100'-0" FRONT - 173'-7" FRONT - 173'-7" (existing remain) / W AS SHOWN ON THE COASTAL SIDE - MIN 15'-0" SIDE - E:19'-6" W:19'-2" SIDE - E:19'-6" W:15'-0" EROSION HAZARD AREA MAP _ 58.7 57.0 F.F. EL. FIRST FLOOR ELEVATION :HEET 3 OF 49, ISSUED 8/29/1988 - - - / \ 1 B.F. EL. BASEMENT FLOOR ELEVATION TOP OF SLOPE - 100'-0" TOP OF BLUFF - 19'-6" TOP OF BLUFF - 19'-6" (existing remain) 54.2 \ 53.0 UTILITY POLE 59.2 ' a TREE 65.7 64.1 , 61•p 58.1 6.6 MONUMENT 4 ALLOWABLE ACCESSORY 1 Sg z OECk GPS \ 38.9 BUILDING HEIGHT 65.2 PROPOSED BUILDING HEIGHT 63.36 B o Sr, g' DRYWELL SECTION 20'-0" TO MIDPOINT BETWEEN RIDGE MIDPOINT HEIGHT (77.675') + M ow ORY ° AND SOFFIT FROM NATURAL GRADE OR 20'-0" FROM GRADE A,cj� Ro°Ee sc a s _ _ _59. „D„ „H„ AVERAGE NATURAL GRADE 57.675' TW 64.42 G,4 r 13 p 60.6 BW 64.22 1 M 3 / s3 •� a• 61. FINISHED GRADE 24" min. up to 4 ft. ? + 6° F Ss.05L 1 / 00 30" min. 4ft.to 7 ft, max 61,2 g 0, FF E 6,3.',o< CO Tw 94.55 6p 0 TO GRADE-WCAST IRON 12"MIN. ' e F- BW 62.05 0 - \ 61.5 - O °�NgNR -' FRAME &COVER- IF 24"MAX.MAX2 D 5 03.04.2021 AS-BUILT FILING SET X I 0 CE 59 9 53 UNDER PAVED AREA 4"REINF'D RAW I N G SHEETS 1- TW 64.46 DECK �9.6 6"DIA.P.V.C.PITCHED CONC COVER 4 04.12.2018 FILING SET BW 60.66 I �9 59 a 1 l MIN 1/8"PER FT "D" _ NOTE: 3 12.11.2017 FILING SET IL C _ �, 2 10.23.2017 BID SET ° 100'-0°TOP OF BLUFF NOTE: INLET ALL PRECAST DRAINAGE CIVIL: 59.00 9W I SETBACK 6"X.H.C.I. STRUCTURES MUST MEET TW 59.83 BW 61.48 U)w Y 159. UNDER DRIVEWAY NASSAU COUNTY DEPT.OF 1 SITE PLAN 1 08.23.2017 ISSUE FOR REVIEW BW 59.33 i J J 'uS w8.o ONLY HEALTH STANDARDS NO. DATE ISSUE 2 DETAILS W l W 3 a F PROPOSED RAM o rw s2. 6 } xo&!�,�zz rw99. sZTO EXISTING DECK 9 3 0 o 11 ARCHITECTURAL 5�7 53 5�¢ 1z 'o 58.71 III 17'-6" .4 MIN.15'-0" X FSI<,).. / x_57.7 Q o T-1.0 CLIENT CONTACT INFORMATION, SITE PLAN, I 3 I � + 3-0 1 �� o w ZONING INFORMATION . of 1 59 in - B 56 / 9 LU T-2.0 NYS BUILDING CODES, NOTES & SPECIFICATIONS A R C H I T ECT U R E + N Q A-1.0 PLANS TW 62.90 - Uj Y -g-W61.40 _7�\ _ � EFFECTIVE zo A-2.0 ELEVATIONS 59.8 m 592 59.4 ass. s o" H z DEPTH z A-3.0 SECTIONS 37-18 NORTHERN BLVD #317 LIC, NY 11101 TW 60.,2 597 55.4 ----DRYWELL.LOCATE z vv (SOLID DOME) A-4.0 SCHEDULES AND DETAILS www.NAROFSKY.com 212.675.2374 B W�58.32 \ 0 i 12" PER CODE 58.29 ¢ DEC. v DEC. D r o BACKFILL f I 11.2\ I I j / 100'-0"FRONT YARD o O COLLAR I + D12 EC. aI 1 / SETBACK MATERIALOABERIAL 59.4 OUTSIDE PLUMBING RISER DIAGRAM � Poo 6,_0„ � 5 .2 3'-0" DIAMETER 3'-0" CLEAN SAND \ S�9 EQUIP/q NT 1 '- 1 W _ &GRAVEL TW 60.14 \DEC a DEC. P 1 2- fLECs ^ MIN MIN 0 C) ,� o�� o 6'MIN w 57.B4 r� / Q wELL 59.07 g PENETRATION 57.83 6c E G k O C�-- HEAD Oo o r O o0 0 0 LO ° N MI GROUND WATER , o RATEABLE PLAT vl 1 v SAND&GRAVEL NEW 4"VENT ''_ ROOF c t �N DEC. W ° U) DEC. +` I (n NOTE: 0p UNDERLYING SAND&GRAVEL STRATA DESIGN RATE IS 1/2 THAT : U U 3 CA o 1 ~m OF THE UNDERLYING C 59.53 W 52.0 SAND&GRAVEL STRATA DRYWELL DETAIL i 58.6 53 9 �E 59.0 Z 57 41 Q pyo DRIVWAY 1 I GRAVEL 9 PROJECT TW 60 04 /a h BW 5 24 t u�s (Not TO Scale) 2 ct, 1 FAGIN LANDAU POOL HOUSE 57.5' 59� soti 52.9 1 11 /2" 1 /2" 1 112° 855 SOUNDVIEW AVE MATTITUCK, NY 11952 59.4 ty 55.9 N W I / 1 e 0 s�` D RAI NAGE CALCULATIONS U LAT I O N S siILITY N W O DRAWING TITLE TW 60 9 59.1 S;. S BW 99.69 I •� ti� �,L�i ? ma; w. . PROJECT INFORMATION 1/ Nm �� F. 5h 53.4 53.3 VOLUME OF(1)FOOT OF 8'-0"DIA POOL=42.03 CU. FT. Z �N 5�C / � VOLUME BASED ON THE 10 YEAR STORM OR 2" OF RAINFALL FIRST FLOOR PLUMBING RISER, DRYWELL m 58.7 IN 24 HRS AS REQUIRED IN THE TOWN OF SOUTHOLD2„ DRAWING, SITE PLAN F- 55.8 A w 1 1/2 I 1 4 A ?� DRYWELL-SOLID TOP&CATCH BASIN „ a� l 3 1/2 w4.3 SEAL& SIGNATURE DATE 08.23.17 NEW SHED ROOF=636 S.F. C O PROJECT# 1726 � 56.8 Q 57.9 __/_ 3 1/2" s o �� /�f �h° TOTAL=(S.F.)X(RAINFALL/12)X 100% BRED ARC,y�T DRAWN BY AP (n `rn f� 56.2 55 bo,5J TOTAL=(636)X(2/12)X 100%= 106 C.F. g� M_NARO,c 1' •�. r 51.9 BW 50.56Lj_ C.O. TW 59.62 `� ff o BW 56.82 f�Q + 47. 106/42.03= 2.522 FT.OF RING REQ'D. <v 1_�k CHECKED BY 56 MASONRY 86 oo S 6�5� �L C.O. C.O. DRAWING# N EL 56.1 5 - 52.8 50 83 49.64 USE 8 DIA,x 3 DP. Q j � •,f• / �` 4 so �7 EXISTING SANITARY � MASONRY �2 93 49.86 ALL DRYWELLS TO MAINTAIN MINIMUM 10' FROM SEPTIC TANK PUMP STATIONS LINE J`._ T- 1 . 0 SOUND VIEW AVENUE CONNECT TO APPROVED S � 4.72 r AND MANHOLES, LEACHING SYSTEMS, SEWER LINE,AND FORCE MAIN AS EXISTING SANITARY LINE ] 1598a �O REQUIRED BY SUFFOLK COUNTY DEPARTMENT OF HEALTH. FOF NE� N `)rS BUS I S TABLE R602.3(1) TABLE R301.5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION NOTE: NUMBER AND TYPE ALTERNATE-COLLAR TIES AT EACH RAFTER °° DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS TRIBUTARY LOADED AREA IN OF FASTENER a,b,c,d SQUARE FEET FOR ANY STRUCTURAL ° C USE(3) 10D COMMON NAILS EA. END O Joist to sill or girder,toenail. 3-8d. MEMBER .00 O 1"x6"subfloor or less to each joist,face nail. 2-8d,2 staples,13/4 ROOF SLOPE 0 TO 200 201 TO 600 OVER 600 ° 2"subfloor to joist or girder, blind and face nail 2-16d. USE SIMPSON STRONG TIE °° USE HURRICANE TIE H2A BY SIMPSON Flat or rise less than 4 inches per foot(1:3) 20 16 12 LISTA 24 OR EQUAL AT EACH 0 OR EQUAL AT EVERY RAFTER Sole plate to joist or blocking,face nail. 16d 16"o.c. 16 14 12 RAFTER Rise 4 inches per foot(1:3)to less than 12"per foot(1:1) USE(5)8D COMMON NAILS @ Top plate to stud or blocking, face nail 2-16d. Rise 12 inches per foot(1:1) and greater 12 12 12 USE(3) 8D COMMON NAILS RAFTER, (2)8D @ PLATE& GENERAL NOTES Stud to sole plate. 3-8d. or 2-16d. TABLE R301.4 EA. END 5 8D @STUD double studs, face nail. 10d 24"°.x. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds oer square foot) DETAIL OF HURRICANE STRAP @ RIDGE DETAIL OF HURRICANE STRAP @ RAFT[ Double top plates, face nail. 10d 24"o.c. 1 Sole plate to joist or blocking at braced wall panels 3-16d. 16"o.c. USE LIVE LOAD SCALE NTS 2 SCALE NTS Double top plates, min 48"offset of end joints, face Exterior balconies 60 nail in lapped area 8-16d Decks r 40 Blocking between joistsor rafters to top plate,toe nail 3-8d. Passenger Vehicle garages a 50 a Rim joist to top plate, toe nail 8d 6"o.c. 10 Attics without storage b,e Top plates, laps and Intersections,face Nail 2-10d 16"o.c. along each edge USE(8) 8D COMMON NAILS Attics with storage b,e 20 EA. END Built-up header,two pieces 1/2"spacer 16d 16"o.c. along each edge 30 Rooms other than sleeping rooms Continuous header,two pieces. 16d Sleeping rooms 40 c °° USE HURRICANE TIE H6 AS Ceiling Joists to Plate, Toenails 3_8d. MANUFACTURED BY SIMPSON OR Guardrails and handrails d 200 APPROVED EQUAL WHERE Continuous header to stud, toenail 4-8d THERE IS NOT RAFTER FOR SI: 1 pound per square foot=0.0479kN/m2, 1 inch=645mm2, Ceiling joist, laps over partition, face nail. 3-10d 1 pound=4.45N USE 1 1/2"WIDE 20 GAUGE Ceiling joists to parallel rafters,face nail. 3-10d GALVANIZED STRAP WITH A MIN. OF 12 a. Elevated garage floors shall be capable of supporting a 2,000 pound load applied over a 20 square-inch area. BEARING ON EACH STUD @ 48"O.C. Rafters to plate,toenail. 2-16d. b. No storage with roof slope over 3 units in 12 units. DETAIL O F HURRICANE STRAP @TOP PLATE c. Individual stair treads shall be designed for the uniformly distributed live load or a 300 pound concentrated 1"brace to each stud and plate, face nail 2-8d,2 staples, 1 1/3 load ating over an area of 4 square inches,whichever produces the greater stresses. USE(5)8D COMMON NAILS 1"x6"sheathing to each bearing, face nail. 2-8d,2 staples, 1 1/3 d.A single concentrated load applied in any direction at any point along the top. SCALE NTS EA. END e.Attics constructed with wood trusses shall be designed in accordance with Section R802.10.1 1"x8"sheathing to each bearing, face nail. 2-8d,3 staples, 1 1/3 f. See Section R502.2.1 for decks attached to exterior walls. DETAIL O F HURRICANE STRAP @ F LO 0 This plan is an instrument of service and is the property of the architect. Any infringements will be prosecuted. Wider than 1"x8"sheathing to each bearing, face nail. 3-8d,4 staples, 1 1/3 DESIGN LOAD CALCULATIONS 4 Build up corner studs. 10d 24"o.c. USE(4) 8D COMMON NAILS SCALE NTS Nail each layer as follows: FOUNDATION 3000 SAND GRAVEL INTO PLATE&(5)8D INTO STUD Build up girder and beams,2"lumber layers 10d 32"o.c. staggered, top& bottom.two nails at ends and at each splice. ALL ROOMS EXCEPT SLEEPING USE HURRICANE TIE H8 BY 2"Planks 2-16d. At each bearing FLOORS 40 LIVE LOAD/10 DEAD ROOMS&ATTICS SIMPSON OR EQUAL AT EACH STUD - Roof rafters to ridge,valley or hip rafters: USE SIMPSON 30 LIVE LOAD/10 DEAD SLEEPING ROOMS&ATTICS ,° ® 5 ° toe nail 4-16d OR EQUALAT EACH BUILT-UP STUD face nail 3-16d. ° AT ALL OPENING AT FOUNDATION& Rafter ties to rafters, face20 LIVE LOAD/ 10 DEAD DRYWALL-NO FUTURE ROOMS, 3-8d CEILINGS ALL CORNERS LIMITED ATTIC STORAGE Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing MEDIUM ROOF COVERING, 9 6d common nail(subfloor,wall) g ROOF 40 LIVE LOAD/15 DEAD SNOW, DRYWALL, NO ATTIC 5/16-1/2 8d common nail(roof) f 6 12 TABLE R301.2(l) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS CODE R403.1.6 USE ANCHOR 19/32-1 8d common nail 6 12 g BOLTS LOCATED WITHIN 12"FROM THE GROUND WIND SUBJECT TO DAMAGE FROM ICE SHIELD ENDS OF EACH PLATE SECTION. BOLTS 12 SNOW SEISMIC WINTER TO BE AT LEAST 5/8"DIA w/3"SQ. o 0 1 1/8-1 1/4 10d common nail or Sd deformed nail 6 UNDERLAY- o' o• o•°°a ' DESIGN FROST FLOOD WASHER AND EXTEND MIN.7"INTO DESCRIPTION OF DESCRIPTION OF SPACING OF FASTENERS LOAD SPEED(MPH)b,c,d,e LINE DESIGN MENT CONC., & MAX. SPACING @ 36"O.C. ° CATEGORY WEATHERING TERMITE DECAY HAZARDS BUILDING ELEMENTS FASTENER Edges(inches)i Intermediate supports c,e (inches) DEPTH moderate slight to TEMP REQUIRED 5 03.04.2021 AS-BUILT FILING SET Other wall sheathing 45 psf 120 mph 33%G severe 36 t heavy moderate 11* yes N/A DETAIL O F HURRICANE STRAP @ SILL P L D ETA I L OF HD H O L D O W N 4 04.12.2018 FILING SET 1/2"regular cellulosic 1 1/2 galvanized roofing nail 6d 5 SCALE NTS SCALE fiberboard sheathing common nail staple 16ga., 1 1/2 long 3 6 R301.2.1.1 DESIGN CRITERIA NTS 3 12.11.2017 FILING SET 2 10.23.2017 BID SET 1/2 galvanized roofing nail 8d AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO FAMILY 1/2"structural cellulosic g g fiberboard sheathing common nail staple 16ga., 1 1/2 long 3 6 DWELLINGS(WFCM) USE SIMPSON COLUMN BASE ® 1 08.23.2017 ISSUE FOR REVIEW USE SIMPSON HANGER EGRESS WINDOWS HUCDQ410/610-SDS OR EQUAL CBSQ66-SDS2 OR EACH AT NO. DATE ISSUE 5/32 structural cellulosic 6 x 6 COLUMN POST w/ 3/4 galvanized roofing nail 8d AT LVL CONNECTIONS AT COLUMN (14) 1/4"x O SDS SCREWS fiberboard sheathing common nail staple 16ga., 1 1/2 long 3 6 R310.1.1 MINIMUM OPENING AREA.-ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR POSTS w/(12) 1/4"x 2 1/2"SDS OPENING OF 5.7 SQ. FT. SCREWS AT FACE&(6) 1/4"x �® 1 1/2 galvanized roofing nail,6d EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ. FT. 2 1/2"SDS SCREWS @ GIRDER / 1/2 gypsum sheathing common nail, staple galvanized, 1 48 R310.1.2 MINIMUM OPENING HEIGHT.-THE MINIMUM OPENING HEIGHT SHALL BE 24". 3"MINIMUM SIDECOVERAROFSK) 1/2 long; 1 1/4 screws, type W or S R310.1.3MINIMUM OPENING WIDTH.-THSHALL BE 20". R310.1.4 OPERATIONAL CO STRAINTS.E MIE GENCY ESCAPE AND RE CUENET CLEAR OPENINGDTH OPEN NGS SHALL BE OPERATIONAL FROM THE I 13/4 galvanized roofing nail, 8d INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. ° 5/8 gypsum sheathing common nail, staple galvanized, 1 4 g 4 A R C H I T E C T U R E 5/8 long; 15/8 screws,type W or S Wood structural panels, combination subfloor underlayment to framing SMOKE DETECTORS SMOKE DETECTORS SHALL BE INSTALLED AS PER THE RESIDENTIAL NEW YORK STATE BUILDING CODE SECTION R317. •. 37-18 NORTHERN BLVD #317 LIC, NY 11101 3/4 and less 6d deformed nail or 8d common nail 6 12 www.NAROFSKY.com 212.675.2374DETAIL O F HURRICANE STRAP 7/8- 1 8d common or 8d deformed nail 6 12 HURRICANE PANEL INSTALLATION INFORMATION 3/4 and less 10d common or 8d deformed nail 6 12 PORCH COLUMN GIRDERS DETAIL OF PORCH POST HOLD DOWN Roof shingles FOR WINDOWS 3 X 4 FEET OR SMALLER INSTALLED ON A WOOD FRAME HOUSE, USE 1/4"INCH LAG BOLTS AND PLASTIC COATED Q PERMANENT ANCHORS.THE LAG BOLTS SHOULD PENETRATE THE WALL AND FRAME SURROUNDING THE WINDOW AT LEAST 1 SCALE NTS V NTS 3/4"INCHES. FOR LARGER WINDOWS, USE 3/8-INCH LAG BOLTS THAT PENETRATE THE WALL AND FRAME SURROUNDING THE SCALE DESCRIPTION OF MATERIAL DESCRIPTION OF FASTENER DESCRIPTION OF ATTACHMENT EXEPTIONS WINDOW AT LEAST 2 1/2"INCHES. USE SIMPSON STRONG TIE LSTA 36 OR EQUAL AT 16"O.C. @ EXTERIOR STUD WALL&WRAP Galvanized steel, stainless steel, Asphalt shingles shall have the Asphalt strip shingles shall have a min. of -CUT THE PLYWOOD TO THE MEASUREMENTS FOR EACH OPENING AND ADD FOUR INCHES TO EACH SIDE. AROUND RIM JOIST& UNDER TO CANTILEVER aluminum or copper roofing nails, min. number of fasteners required six fasteners per shingle where the roof is in DRILL HOLES 2 1/2"INCHES FROM THE OUTSIDE EDGE OF THE PLYWOOD AT EACH CORNER AND AT 12-INCH INTERVALS. USE 22 10D COMMON NAILS FLR JOIST-USE (6) 10D COMMON NAILS EA. END min. 12 gage(0.105")shank with a by the manufacturer,for normal one of the following categories: -DRILL FOUR HOLES IN THE CENTER AREA OF THE PLYWOOD FOR LARGER WINDOWS TO RELIEVE PRESSURE DURING A AT STUDS& 1 1/2' AT CONCRETE HURRICANE. min.3/8"diameter head,ASTM F application, asphalt shingles shall 1.The basic wind speed per figure -PLACE THE PLYWOOD OVER THE OPENING AND MARK EACH HOLE POSITION ON THE OUTSIDE WALL. Asphalt roofing 1667, of length to penetrate through be secured to the roof with not R301.2(4) is 110 MPH or greaterand the -DRILL HOLES WITH THE APPROPRIATE SIZE AND TYPE OF BIT FOR THE ANCHORS. A23 shingles the roofing materials and a min.of less then four fasteners er stri -INSTALL THE ANCHORS,THE PLYWOOD,AND THE BOLTS TO MAKE SURE THEY FIT PROPERLY. USE MGT HOEDOWNS AT ALL BUILT OPTIONAL P P eave is 20 or higher above grade 3/4"into the roof sheathing.where shingle or two fasteners per -ON WOOD FRAME HOUSES, MAKE SURE THAT THE ANCHORS ARE SECURED INTO THE SOLID WOOD THAT FRAMES THE DOOR STUDS AND AT ALL OPENINGS the roof is less than 3/4"thick,the individual shingle.where the roof 2.The basic wind speed per figure OR WINDOW AND NOT INTO THE SIDING OR TRIM. 4 fastener shall penetrate through the slope exceeds 20 units vertical in R301.2( ) is 120 MPH or greater. -MARK EACH SHUTTER/PANEL PER WINDOW LOCATION, STORE SHUTTER/PANEL& HARDWARE IN PERMANENT EXISTING o0 sheathing.fasteners shall comply 12 units horizontal(20:12)special 3. Special wind zones per figure GARAGE. REFER TO SHEET T-1 FOR LOCATION NOTE. R301.2(4) DETA�LO�FH�U RRICANE STRAP MGT ' PROJECT with ASTM F 1667, methods of fastening are required. IF THE OPENING IS LARGER THAN ONE SHEET OF PLYWOOD,YOU WILL NEED TO MAKE SHUTTERS WITH 2 X 4 BRACING.THIS FAGIN LANDAU POOL HOUSE BRACING CAN BE TWO 2 X 4'S AT THE MIDDLE AND BOTTOM OF THE TWO SHEETS OF PLYWOOD, EVENLY SPACED,WITH THE 9 °� a a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall TWO INCH SIDE ATTACHED TO THE INSIDE OF THE STORM SHUTTER.ATTACH THE 2 X 4'S TO THE OUTSIDE OF THE STORM SCALE NTS d 855 SOUNDVIEW AVE SHUTTER WITH TWO INCH, TEN GAUGE WOOD SCREWS BEFORE INSTALLING THE SHUTTER. USE SIMPSON STRONG TIE FJA MATTITUCK NY 11952 have minimum average bending yield strengths as follows: 80 ksi (551 Mpa)for shank diameter of 0.192"(20d common nail), 90 ksi(620 Mpa)for OR EQUAL AT CANTILEVER shank diameters larger than 0.142"but not larger than 0.177", and 100 ksi(689 Mpa)for shank diameters of 0.142"or less. 1/2"PLYWOOD HURRICANE PANELING TO BE INSTALLED,AS DETAILED ABOVE, ON ALL NEW WINDOW LOCATIONS. QUANTITY OF °° FLOOR JOIST EVERY 32" b. Staples are 16 gage wire and have a minimum 7/16"on diameter of 0.142"or less PANELS TO BE VERIFIED BY CONTRACTOR IN COMPLIANCE W/ABOVE MENTIONED INSTALLATION PROCEDURES. USE(8) 10d x 1 1/2" DRAWING TITLE C. Nails shall be spaced at not more than 6"on center at all supports where spans are 48"or greater. COMMON NAILS&2 1/2"MB BUILDING CODE NOTES AND d. Four-toot-by-8-foot or 4-foot by-9 foot panels shall be applied vertically. HURRICANE PANEL IMPACT WINDOWS DETAIL OF STRAP @ CANTILEVER FLR J%: SPECIFICATIONS e. Spacing for fasteners not includedin this table shal I be based on table R602.3(1). f For regions having basic wind speeds of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to 10 - framing within minimum 48"distance from gable end walls., if mean roof height is more than 25', up to 35' max. EVERY EXTERIOR OPENING-RESIDENTIAL OR COMMERCIAL-BE PROVIDED WITH PROTECTION AGAINST WIND-BORNE DEBRIS CAUSED BY SCALE g. For regions having basic wind speeds of 100 mph or less, nails attaching wood structural panel roof sheathing to gable end walls framing shall be spaced 6"on HURRICANES. SUCH PROTECTION COULD EITHER BE SHUTTERS OR IMPACT-RESISTANT PRODUCTS. SEAL& SIGNATURE DATE 08.23.17 center.When basic wind speed is greater than 100mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"on center for min. INSTRUCTIONS FOR THE INSTALLER IMPACT RESISTANT GLASS SHOULD MEET LARGE MISSILE RESISTANT TESTS: PROJECT# 1726 48'distance from ridges, eaves and gable end walls; and 4"on center to gable end wall framing. A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION CATALOG-C-2008. F-D q h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. A PRODUCT IS TESTED AS LARGE-MISSILE RESISTANT AFTER IS HAS BEEN EXPOSED TO VARIOUS IMPACTS WITH A PIECE OF LUMBER (ER RCDRAWN BY AP WEIGHING APROXIMATELY 9 POUINDS, MEASURING 2"X 4"X 6' (NO MORE THAN 8') IN SIZE TRAVELING AT A SPEED OF 50 FEET PER B. INCORRECT FASTENER QUANTITY, SIZE,TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 16D FASTENERS ARE COMMON NAILS (8 GA X � P�M NAR i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing of SECOND. THEN THE PRODUCT MUST PASS POSITIVE AND NEGATIVE WIND LOADS FOR 9,000 CYCLES,WITH IMPACT CREATING NO HOLE 31")AND CANNOT BE REPLACED WITH 16D SINKERS(9 GA X 31") UNLESS OTHERWISE SPECIFIED. t� BJP �\S� s� CHECKED BY SN fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. Blocking of roof or floor LARGER THAN%6'X 5"IN THE INTERLAYER OF GLASS. IF YOU LIVE IN A BUILIDING WHERE DOORS AND WINDOWS ARE LOCATED 30 FEET �, sheathing panel edges perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. Floor and roof OR LESS ABOVE GRADE THEN THE PRODUCT MUST PASS THE LARGE-MISSILE TEST. C. BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1"AND NO MORE THAN A MAXIMUM OF 1/16"LARGER THAN THE BOLT DIAMETER(PER SECTION 8.1.2.1.) * DRAWING# perimeter shall be supported by framing members or solid blocking. TD. 2 . 0 USE PROPER SAFETY EQUIPMENT,WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES, FOLLOW PROPER WELDING PROCEDURES AND SAFETY PRECAUTIONS.WELDING SHOULD BE IN ACCORDANCE WITH A.W.S STANDARDS 159 3 A O N CONSTRUCTION NOTES 2 4 3 2 4 3 A3 3.0 A2.0 A3.0 A3.0 A2.0 TYPICAL FOUNDATION CONSTRUCTION:NCRETE FOOTING PAD AS 3 4 1 2 3 4 Fo-11 REQUIRED FOR NEW POSTS WITH SIMPSON CONNECTORS TO CCA POST TIED INTO ELEVATED FLOOR, T-0" DEEP MIN. 10 REFER TO STRUCTURAL DRAWINGS FOR DETAILS 05 (3) RAFTER - - - TYPICAL EXTERIOR WALL CONSTRUCTION: - 1Il1 - - 02 FINISH LAYOUT, 6 CEDAR SIDING TO MATCH EXISTING HOUSE OVER BUILDING WRAP ON%"APA RATED CDX SHEATHING ON 2X12 16'-0" N WOOD STUD FRAMING 24"O.C., 3.5" SPRAY FOAM MIN. R-20 _ INSULATION (OR 13+5). SEE STRUCTURAL DRAWINGS FOR 04 = = I = _ _ _ _ _ _ B (3)2X12 I � I FRAMING I Q2 o HEADERS i TYPICAL INTERIOR WALL CONSTRUCTION: 2s AT - _ - - 2X1[03] /ACOUSTICAL BATT INSULATION. PROVIDE o /ice 24 O.C.W �� I �� iv - MOISTURE RESISTANT GREEN BD AT ALL BATHROOMS &CEMENTITIOUS BACKER BOARD AT ALL TUB/SHOWER LOCATIONS i A2.0 0 INTERIOR WALL CONSTRUCTION WORK SPACE : _ _ _ - I _ 04 INTER - (WORK 4 ' -PANELS- D, LIK �1 .ARK ATTACHED TO 2X12 MEMBERS A2•p o A2.0 - iv F GENERAL NOTES I - - TYPICAL WINDOWS& PATIO DOORS:FO5 DOORS BY QUAKER,ALL N F F 1 WINDOWS & DOORS TO MEET OR EXCEED THE GLAZING U N _ - �� F 0.35 &SHGC OF 0.40.ALL UNITS WITHIN 18"A.F.F. - - _ - - - _ FACTOR 0 -- - - - -1- -_ _ _ G n, TO BE TEMPERED.REFER TO WINDOW SHOP DRAWINGS. - _ - - - /3\ b 3 - I - A3.0 - PICAL UNINSULATED FLOOR CONSTRUCTION: _ _ _ - - _ - Fo6 _ UBFLOOR \71 - SL�ppER FO COLOR TBD)ON FLOOR JOISTS.SEE STRUCTURAL DRAWINGS o VENTII�AT��N, FOR FRAMING OPERA ITY 10 - - - 0 - - I R EARING WALL - LIMI TO � 3)2X12 LVL TYPICAL INSULATED FLOOR CONSTRUCTION: / m /� APPROVEDON SUBFLOOR �RK OUTRIGGER ABOVE N P EV T I I I [ - - HEADERS - J F67] aCOLOR TBD ON FLOOR JOISTS,OVER DECK FIBERGLASS BATT I I I W /ACCES ACOUSTICAL INSULATION, MIN. R-19. SEE STRUCTURAL J- �C - DRAWINGS FOR FRAMING - 01 TYPICAL CEILING CONSTRUCTION: - _ _ - pg ILING JOISTS @ 24"O.C. (3)2X8 LVL OUTRIGGER - - _ - _ _ _ _ _ _ _ _ D�� - - - - - - - K SEE STRUCTURAL DRAWINGS FOR CEILING FRAMING. W/Y2 X 7" STL PLATES,W/ - - - - 1 - NO FINISH ON LOWER SPACES BOLTS L EXTERIOR STAIR CONSTRUCTION: 5'OC. STAGGER TOP _ 09 TYPICAL %D TO MATCH STING DECKING @ - II I � Ili 03 N I - M WITH 3/a" NOSING, OVER SAW TOOTH STRINGERS WITH 36" AND BOTTOM. - *. �I, -� CABLE RAIL SYSTEM MUD - - - 3)2X12 LVL o _ _ �TOF3A£E_ HEADERS 36" HIGH CABLE RAIL SYSTEM BY AGS-RAINAEPR OR EQ. TOP ��M C 00 NG NG i - iv 11-01 WITH WOOD C N r MEET NJS BUILDING CODE NYS#R312.1 GUARDS II � 04 - - - ALL RAILS MUST M I - - - NOT TO EXCEED 4"OPEN SPACE,WOODEN CAP. T- " - - - _ A3.0 _ - A3.0 11 NOT IN USE 1 - O - This plan is an instrument of service and is the property of „IIP DE 110 I I b _ - _ _ - the architect. Any infringements will be prosecuted. TYPICAL SLOPE ROOF CONSTRUCTION: 1-5 tOM i II iv -� - GAFT LE ROOF ON - VAPROSHIELD OR EQUAL HOUSE WRAP w/ICE&WATER SHIELD jl 10 iIMBERLINE ARCH ITECTURAL SHIN - MEMBRANE AT ALL HIPS,VALLEYS& FIRST 3-0 OF PERIMETER • II i i i CO SMART- ECO 11 - OF ENTIRE ROOF ON%a"APA RATED CDX PLYWOOD u INSTAHOT - - SHEATHING, OVER FRAMING (SEE STRUCTURAL DRAWINGS - - FOR FRAMING) MIN. 8 SPRAY FOAM INSULATION MIN. R-49, CONCEALED ALUMINUM FLASHING AT ALL ROOF &WALL INTERSECTIONS, 6"MIN. (TYP.) 6'-0" 17'-6" r_ ALUMINUM GUTTERS&LEADERS, CONNECT ALL LEADERS DECKING TO MATCH EXT'G DECKING 13 TO DRYWELLS. INTEGRATE INTO ROOFING SYSTEM 1 1 A2.0 LOFT PLAN FIRSTFLOOR PLAN A20 2 2 SCALE : 1/4" = 1'-0" 1 SCALE : 1/4" = 1'-0" CONSTRUCTION LEGEND 0 0 MILLWORK WINDOW TO BE INSTALLED ROOMS- INDICATES ROOM NAME STRUCTURAL BEAM ABOVE 01 F- INDICATES ROOM NUMBER 2 5 03.04.2021 AS-BUILT FILING SET DOOR WITH DOOR TAG 5'-1" INDICATES CEILING HEIGHT j A3 3 0 • o A3.0 A3.0 A2.0 A20 101 1 2 3 4 3 012.11.2017 FILING SET FILING SET a SMOKE DETECTOR-INSTALL AS 1 T-6" 3 4 z 10.23.2017 BID SET INDICATED&REQUIRED BY CODE /81 p' i 4'-1 e" P 2 - w 1 08.23.2017 ISSUE FOR REVIEW FOUNDATION NOTES _ _ _ - - - - _ - - _ A O NO. DATE ISSUE 1. ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL, HAVING AN (3 2X1 LVLrf��r O ASSUMED BEARING CAPACITY OF 2,000 P.S.F. BEARING CAPACITY EXISTING PIERS 13 OF SOIL TO BE VERIFIED BY THE CONTRACTOR PRIOR TO g B PLACEMENT OF FOOTINGS. O ALUMINUM GUTTERS / AND LEADERS 2. CONTRACTOR IS TO VERIFY ALL FIELD CONDITIONS PRIOR TO - O BEGINNING OF CONSTRUCTION AND IS TO REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT. ARCH ITECTU RE 3. ALL CONSTRUCTION WILL CONFORM TO ALL STATE AND LOCAL , o I0 2 CODES, LATEST EDITIONS. 0 2 O • o A2.0 - A2.0 4. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE - 11 01 AMERICAN CONCRETE INSTITUTE'S"BUILDING CODE 37-18 NORTHERN BLVD #317 LIC, NY 1 " o `D E 4) SKYLIGHTS www.NAROFSKY.com 212.675.2374 O REQUIREMENTS FOR REINFORCED CONCRETE ,ACI 318 LATEST N � O 4 EDITION. 4 5. ALL MASONRY WORK SHALL CONFORM WITH"NATIONAL A2.0 01 A2.0 MASONRY ASSOCIATION STANDARDS LATEST EDITION. CONCRETE MASO O - (31 OWLS_ 6. THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 _ - - DAYS WILL BE: FOUNDATION & FOOTINGS 3,000 P.S.I.AIR 10"SONOTOB - - O ENTRAINED INTERIOR FLOORS&SLABS 2,500 P.S.I. PORCHES, O EXTERIOR STEPS&GARAGE FLOOR SLABS 3,500 P.S.I.AIR PIER ENTRAINED 3 A3.0 O 7. ALL CONCRETE SLABS WILL HAVE EXPANSION OR CONTROL A3.0 O TIMBERLINE JOINTS AS REQUIRED. o c)_ II � FRAMING NOTES - � I - � TURAL 1. ALL ROOF RAFTER LUMBER TO BE DOUG FIR SELECT STRUCTURAL SHINGLES O Fb SINGLE= 1,350 PSI E= 1,900,000 PSI. 2. ALL OTHER FRAMING LUMBER TO BE DOUG FIR NO. 2 OR BETTER I N 0I _ - K USJOIST MACPSI. OR EQUAL. K - - - - - PROJECT Fb SINGLE= 1,000 PSI E= 1,300,00 PSI. 3. ALL LVL'S TO BE TR FAGIN LANDAU WORKSHOP Fb=2,600 PSI, E= 1,900,000 PSI. ARCHITECT MUST - �_ _ - -(3) 2X1 LVLT - - - - -( L J APPROVE ANY PRODUCT SUBSTITUTIONS PRIOR TO = - _ _ - - _ �-/ S AVE TUCK, EW MATTITUCK CONSTRUCTION. MANY 11952 EEL TO BE ASTM A36 GRADE. O 4, ALL STRUCTURAL ST I DRAWING TITLE Fy= 36,000 PSI, E=29,000,000 PSI. I O FLOOR PLANS 5. DOUBLE ALL FLOOR FRAMING UNDER PARALLEL PARTITIONS. �� O AND AROUND ALL OPENINGS. I I - I A3.0 A3.0 O 6. PROVIDE"TECO"TYPE CONNECTORS @ ALL FLUSH HEADERS I - 0 o I rn PROVIDE SOLID BRIDGING MID-SPAN OF ALL 0 CD I o 23.17 7 FLOOR JOISTS OVER 8'-0" INLENGTH N © 2X8 FOR DECK N '-DORMER SEAL&SIGNATURE DATE 08. Al PROJECT# 1726 UNDER ALL POSTS&COLUMNS&WALLS ( �-n P P 8. PROVIDE SOLID BLOCKING 12"CONCRETE - � 16 O.C. O 0 GRADE BEAM I `�R�O ARC g. ALL STUDS TO BE FULL HEIGHT PLATE TO PLATE. I � NAR 'S'/�� DRAWN BY AP SUPPORT STAIR 10. ALL TRIPLE AND GREATER LVL STRUCTURAL MEMBERS TO BE STRINGERS _ - - P ��'� s` (� �� # CHECKED BY SN T ARE TO BE ASTM - - - -- -�` THROUGH-BOLTED CONNECTION. BOLTS 3 2X10 LV S DRAWING# STANDARD A307(MACHINE BOLTS) BOLT HOLES ARE TO BE ( � SAME DIAMETER AS THE BOLT AND LOCATED 2 FROM THE TOP ` fir„ &BOTTOM OF THE MEMBER. USE 2 ROWS 1/2 BOLTS @ 12 O.C. A- 1 . O r 11. NO HOLES BY ANY TRADE IN MICROLAMS AND LVL S. 1 1 �9T„ 159841J��, 12. ALL FRAMING TO HAVE CONTINUOUS PATH TIE-DOWNS TO THE FOUNDATION, FOUNDATION & FLOOR ME PLAN ROOF PLAN A2 0 r �� 13. ALL FRAMING IN CONTACT WITH CONCRETE OR STEEL TO BE ACQ A TREATED WOOD. SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" CONSTRUCTION NOTES Fo1TYPICAL FOUNDATION CONSTRUCTION: 10"SONO TUBE WITH 2'X2'Xl'GONC E FOOTING PAD AS REQUIRED FOR NEW POSTS WITH SIMPSON CONNECTORS TO CCA POST TIED INTO ELEVATED FLOOR, 3'-0" DEEP MIN. REFER TO STRUCTURAL DRAWINGS FOR DETAILS F02 TYPICAL EXTERIOR WALL CONSTRUCTION:SEE ELEVATION FOR SIDING AND INTERTOR FINISH LAYOUT, 2-LAMP FLOOD LIGHTING; 6"CEDAR SIDING TO MATCH EXISTING HOUSE, OVER 1 TO STREET SIDE BUILDING WRAP ON%"APA RATED CDX SHEATHING ON 2X12 PLANTING, 1 TO ENTRY WOOD STUD FRAMING 24"O.C., 3.5" SPRAY FOAM MIN. R-20 EIGHT OF DORMER PATH ID SLOPE INSULATION (OR 13+5). SEE STRUCTURAL DRAWINGS FOR —� - — — — — — — — — — - — — — _ FRAMING +79.9 12 " TIMBERLINE ARCHITECTURE SHINGLE�APPALACHIAN SKY FO3 TYPICAL INTERIOR WALL CONSTRUCTION:1X6 FIR SIDING INFILL BETWEEN VERT[ 2X12s AT MI�DSLOPE WITH 15' SETBACK ORMER 24"O.C.W/ACOUSTICAL BATT INSULATION.PROVIDE `P +77.675' (20' 0" FROM GRADE) UTTERS AND GENERAL NOTES MOISTURE RESISTANT 'GREEN BD AT ALL LEADERS 13 BATHROOMS&CEMENTITIOUS BACKER BOARD AT ALL / TUB/SHOWER LOCATIONS OOF BEYOND ,---FLOOD LIGHTS \ HIDDEN TO LIGHT DECK F04INTERIOR WALL CONSTRUCTION WORK SPACE): )721,4,-01' - LE PANELS-TI�LIKELY CORK / \ „ ATTACHED TO 2X12 MEMBERS �� 01�� CEDAR SIDING TO MATCH 0 2] 0 THE HOUSE F015 TYPICAL WINDOWS & PATIO DOORS:DOORS BY QUAKER,ALL T.O. LOFT F.F.ALUMINUM CLAD WINDOWS& PATIO — — _ — _ — — _ - - WINDOWS&DOORS TO MEET OR EXCEED THE GLAZING U +70.73 FACTOR OF 0.35&SHGC OF 0.40.ALL UNITS WITHIN 18"A.F.F. TO BE TEMPERED.REFER TO WINDOW SHOP DRAWINGS. 10 10 06 TYPICAL UNINSULATED FLOOR CONSTRUCTION: SUBFLO P"VIROG FIBER AL DRAWINGS CEMENT PANEL ON j 1 F/- 05 (COLOR TBD) ON FLOOR JOISTS. SEE STRUCTURAL DRAWINGS FO 6 FOR FRAMING TYPICAL INSULATED FLOOR CONSTRUCTION: 10 07 D SUBFLOOR (COLOR TBD)ON FLOOR JOISTS, OVER DECK FIBERGLASS BATT ACOUSTICAL INSULATION, MIN. R-19. SEE STRUCTURAL TOP OF EXIST DECK TOP OF F.F. DRAWINGS FOR FRAMING TYPICAL CEILING CONSTRUCTION: +63.14 . . . . . . . T_ 08 (LING JOISTS 24"O.C. SEE STRUCTURAL DRAWINGS FOR CEILING FRAMING. NO FINISH ON LOWER SPACES 09 TYPICAL EXTERIOR STAIR CONSTRUCTION: %4" STING DECKING EXISTING PIER WITH%"NOSING, OVER SAW TOOTH STRINGERS WITH 36" This plan is an instrument of service and is the property of CABLE RAIL SYSTEM F01 01 the architect. Any infringements will be prosecuted. 10 36"HIGH CABLE RAIL SYSTEM BTA WOOD CHAP OR EQ. TOP AVERAGE GRADE+57.675 (0'-0") ALL RAILS MUST MEET NJS MOUNT, NO STEM BUILDING CODE NYS#R312.1 GUARDS NOT TO EXCEED 4"OPEN SPACE,WOODEN CAP. I I I I I I I I I I I I I I I I I I I I I 11 NOTINUSE r � � , F � � � -� F � -� -1 F -�- �- � F � E -1 FTYPICAL SLOPE ROOF CONSTRUCTION: 12 GAF TIMBERLINE ARCHITECTURAL SHINGLE ROOF ON VAPROSHIELD OR EQUAL HOUSE WRAP w/ICE&WATER SHIELD MEMBRANE AT ALL HIPS,VALLEYS &FIRST 3'-0" OF PERIMETER SOUTH ELEVATION AST E L E VAT I O N OF ENTIRE ROOF ON%"APA RATED CDX PLYWOOD SHEATHING, OVER FRAMING(SEE STRUCTURAL DRAWINGS FOR FRAMING) MIN. 8"SPRAY FOAM INSULATION, MIN. R-49, 1 „ _ 02 —! „ _ „ CONCEALED ALUMINUM FLASHING AT ALL ROOF &WALL SCALE : 1/4 - 1 -0 ALE : 1/4" 1 -0 INTERSECTIONS, 6"MIN. (TYP.) ALUMINUM GUTTERS& LEADERS, CONNECT ALL LEADERS [13] TO DRYWELLS. INTEGRATE INTO ROOFING SYSTEM SPOTLIGHT ON STONE WALL XTERIOR 5 03.04.2021 AS-BUILT FILING SET ID SLOPE DOWNLIGHTS 4 04.12.2018 FILING SET OIL HEIGHT OF DORMER "CEDAR SIDING TO 3 12.11.2017 FILING SET FLOOD 2 10.23.2017 BID SET — — — — — 79.9-- — — — — — � --MATCH EXtsTING- — — — FLOOD— HOUSE 6"CEDAR SIDING TO-------- LIGHTING MATCH HOUSE 1 08.23.2017 ISSUE FOR REVIEW _ MIDSLOPE WITH 15' SETBACK DORMER---- - +77.675' ORMER+77.675' (20'-0" FROM GRADE) 02 / NO. DATE ISSUE SPANDRELPANEL0 SCONCE 6" MIN. FLASHIN XTIERIOR / // 10 DOV'VNLIGHTS SPANDREL PANEL----, 0 �� Ew-11 0 �/ FSI<�� A R ARCH T E C T U RE T.O. LOFT F.F. SPOTLIGHT _ — — +70.73 — — ON STONE - - — — — WALL 37-18 NORTHERN BLVD #317 LIC, NY 11101 .R STONE T 10 10 www.NAROFSKY.com 212.675.2374 STONE VENEER -CH EXISTING 10 1 1 TO MATCH HOUSE 1 HOUSE 05 -TOP -OF-EXIST DE-GK TOP OF F.F. - - -- - - — - - - — — - - - - +63.14 SANDWICH FLITCH PLATE ON CANTILEVERED BEAMS TREAD MA RIALTO----/ EXISTING PIERS -T`""7i MATCH EXIS NG DECK AVERAGE GRADE +57.675' (0'-0") I I I Z \ I I I I IIPROJECT I I I I I I STAIR BOX DESIGN,TREATE I I FAGIN LANDAU WORKSHOP WOOD AS NECESARY 855 SOUNDVIEW AVE JELLY JARS UNDER MATTITUCK, NY 11952 F -1 -1F -1 r � F STRUCTURE TO CREATE r � r � L - - J L - - J i- - - -i L _J FLOATING LIGHTING L - - J L - - J EFFECT;8 FEET ON CENTER DRAWING TITLE AROUND PERIMETER ELEVATIONS SEAL& SIGNATURE DATE 08.23.17 NORTH ELEVATION WEST ELEVATION PROJECT# 1726 3 SCALE : 1/4" = 1'-0" 4SCALE : 1/4" = 1'-0" % ARG D ARC \�� M NqR DRAWN BY AP C' P� ops F0 CHECKED BY SN DRAWING# A-2 . 0 �T�OF NE-��O i CONSTRUCTION NOTES M SKYLIGHT BETWEEN Fo11 TYPICAL FOUNDATION CONSTRUCTION: RAFTERS 10" SONO TUBE WITH E FOOTING PAD AS REQUIRED FOR NEW POSTS WITH SIMPSON CCA POST TIED INTO ELEVATED FLOOR, T-0" DEEP MIN.RS TO 5/g " PLYWOOD REFER TO STRUCTURAL DRAWINGS FOR DETAILS BLOCKING F62] TYPICAL EXTERIOR WALL CONSTRUCTION:SEE ELEVATION FOR SIDING AND INTERIOR FINISH LAYOUT, 2X12 ROOF 6" CEDAR SIDING TO MATCH EXISTING HOUSE, OVER CONSTRUCTION CV BUILDING WRAP ON%"APA RATED CDX SHEATHING ON 2X12 WOOD STUD FRAMING 24" O.C., U SPRAY FOAM MIN. FOR PLAN WALL DETAIL- SKYLIGHT INSULATION (OR 13+5). SEE STRUCTURAL DRAWINGS FOR FRAMING (7: SCALE : 1-1/2" = 1'-0" 03 TYPICAL INTERIOR WALL CONSTRUCTION:1X6 FIR SIDING INFILL BETWEEN VERTICAT_2X12s AT 24"O.C.W/ACOUSTICAL BATT INSULATION.PROVIDE MOISTURE RESISTANT"GREEN BD"AT ALL BATHROOMS&CEMENTITIOUS BACKER BOARD AT ALL TUB/SHOWER LOCATIONS SKYLIGHT TRIMMERS HEIGHT OF DORMER ORMER TO BE CUT BACK TO GENERAL NOTES +79.9 - — — — — — — — — — - _ EPTH. 04 INTERIOR WALL CONSTRUCTION (WORK SPACE)ORK 12 - - - ATfACHED TO 2X12 MEMBERS ARCHITECTURAL —MhD�SLOPE WITH 15' SET A�CK — — — — _ — — — // // // SHINGLE ❑05 TYPICAL WINDOWS& PATIO DOORS:ALUMINUM CLAD WINDOVVS_&_PATfO`DOORS BY QUAKER,ALL Y +77.675' (20'-0" FROM GRADE 03 URRICANE — — WINDOWS & DOORS TO MEET OR EXCEED THE GLAZING U CLIPS _ SPRAY FOAM AND FACTOR OF 0.35& SHGC OF 0.40.ALL UNITS WITHIN 18"A.F.F. 08 03 BATT INSULATION TO BE TEMPERED.REFER TO WINDOW SHOP DRAWINGS. LOCKING FOR PLYWOOD INFILL TYPICAL UNINSULATED FLOOR CONSTRUCTION: PLYWOOD INSERT TYP. 06 SOFFIT - SUBFLOOR LOR TBD) N FLOOR JOISTS. SEE STRUCTURAL DRAWINGS BEYOND (3)2X14 LVL- FOR �/ EADER, TYP. T.O. LOFT F.F. -- - TYPICAL INSULATED FLOOR CONSTRUCTION: - ,- — — — — — —7&_ -- _— -- = - — — — — — — — - OUTRIGGER BEAM 07 - rT D SUBFLOOR +70.73 COLOR TBD) ON FLOOR JOISTS, OVER DECK FIBERGLASS BATT �� ACOUSTICAL INSULATION, MIN. R-19. SEE STRUCTURAL [03] / �� Q I WINDOW HEADS TO BE CUT DRAWINGS FOR FRAMING BACK TO BE 2X8 DEPTH TYPICAL CEILING CONSTRUCTION: 10 / \ [08 ILING JOISTS @ 24 O.C. a STONE VENEER OVER SEE STRUCTURAL DRAWINGS FOR CEILING FRAMING. w (3)2X8 LVL �/ WALL FRAMING NO FINISH ON LOWER SPACES ti OUTRIGGERS W/Y2 TYPICAL EXTERIOR STAIR CONSTRUCTION: HOOKBENCH,S WITH X 7"STL PLATES,W/ Fq1 4 STING DECKING HOOKS AND SHELF %" BOLTS @ 5'OC. WITH%4"NOSING, OVER SAW TOOTH STRINGERS WITH 36" STAGGER TOP AND L\_ J I ICROCEMENT FLOOR CABLE RAIL SYSTEM - TREATED BAND JOIST BOTTOM 36" HIGH CABLE RAIL SYSTEM BY AGS-RAINER OR EQ. TOP EXIST DECK TOP OF F.F. rt - 10 -�-63-4 ITH WOOD CAP ALL RAILS MUST MEET NJS BUILDING CODE NYS#R312.1 GUARDS "------PAINTED MARINE GRADE PLYWOODThis plan is an instrument of service and is the property of GIRDER NOT TO EXCEED 4"OPEN SPACE,WOODEN CAP. the architect. Any infringements will be prosecuted. REATED 11 NOT IN USE ARINE GRADE IM SON JOIST I HANGERS, TYP. PLYWOOD IMPSON POST HOLDER,TYP. 01 TREATED SILL 0 1 TYPICAL SLOPE ROOF CONSTRUCTION: BEAM/GIRDER 10"SONOTUBE ON 24"X10" [12 GLE ROOF ON FOOTING (2)#5 BARS BOTH XISTING FOOTING VAPROSHIELD OR EQUAL HOUSE WRAP w/ICE&WATER SHIELD AVERAGE GRADE WAYS WITH ANCHOR TIE MEMBRANE AT ALL HIPS,VALLEYS &FIRST T-0"OF PERIMETER +57.675 0'-071 OF ENTIRE ROOF ON%4"APA RATED CDX PLYWOOD SHEATHING, OVER FRAMING (SEE STRUCTURAL DRAWINGS FOR FRAMING) MIN. 8"SPRAY FOAM INSULATION, MIN. R-49, CONCEALED ALUMINUM FLASHING AT ALL ROOF&WALL I I C I C I C I C I I I INTERSECTIONS, 6"MIN. (TYP.) C� 1 3 ALUMINUM GUTTERS& LEADERS, CONNECT ALL LEADERS L'�._o ;i L o L - - J L - - J TO DRYWELLS. INTEGRATE INTO ROOFING SYSTEM 2 3 4 Q P 0 N M L K J I H G FE OD C B A WEST EAST SECTION SOUTH NORTH SECTION 5 03.04.2021 AS-BUILT FILING SET VERTICAL SIDING TO SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" MATCH EXISTING HOUSE 4 04.12.2018 FILING SET 3 12.11.2017 FILING SET 5/8 " APA RATED CDX SKYLIGHT 2 10.23.2017 BID SET SHEATHING SKYLIGHT TRIMMER 1 08.23.2017 ISSUE FOR REVIEW 3.5" MIN. SPRAY FOAM TO BE CUT TO 2X8 HEIGHT OF DORMER 6"MIN. FLASHIN ED TAPE LIGHT POINTED ED TAPE LIGHT NO. DATE ISSUE INSULATION — — — — — — — — � — —t�PA�cE+tWGBOAR$s — — — — — — — - -- - -- _ -cEi�NGBOARQS— +79.9 DORMER BEYON E TH15' SE LED TAPE LIGHT POINTE --LED TAPE LIGHT — — — 77 675' (20' 0" FROM — — —UPS GEUNG-BOARDS — — — — — — — — — — - MIDSL SETBACK -POINTED DOWN-AT- . INAROFSI<)WALL SIDING+ - OM GRADE) ,; ORK PINNING MATERIAL, / \ 71— LED TAPE LIGHT POINTED----,, WHITE FINISH AGAINST -- - _ --- / \ UP AT CEILING BOARDS - STREET SIDE WALL / \\\ ARCH ITECTU RE • LED TAPE LIGHT POINTED-11- LED TAPE LIGHT POINTE J / \ 1 n DOWN AT WALL SIDING DOWN AT WALL SIDING / \ /2 VIROC PANELS SECURED WITH — 37-18 NORTHERN BLVD #317 LIC, NY 11101 FLANGED S.S. PAN HEAD / / 2X14 LVL www.NAROFSI<Y.com 212.675.2374 SCREWS _ T.O. LOFT F.F. — — — — j OUTRIGGER 03 +70.73 ® — BOARD--CUT FIR-SI D7N — - — - INSTALLED BETWEEN VERTICAL MEMBERS 2X8 @16"O.C. PLAN WALL DETAIL- VIROC tXTERIOR MOUNTED ON 2X6s VIROC SOFFIT 5 CORK PINNIN DOWNLIGHT SCONCE SCALE : 1-1/2" - 1'-0" MATERIAL I----PLYWOODPANELLING WALL LUSH HEADER WRAPS BOX PANELLING 0 10 I� ARCHITECTURAL SHINGLES LED TAPE LIGHT POINTE � LED TAPE LIGHT POINTE UP AT WALL SIDING UP AT WALL SIDING BUILDING WRAP TOP OF-EXIT- DECK TOP OF F.F. +63.14 _ — — - - - _-_--- - - - - - - PROJECT..... ol XISTING PIERS LANDAU WORKSHOP � 1-011 .\ �� 01 :• FAGIN ° �`�� 855 SOUNDVIEW AVE �- AVERAGE GRADE 11) MATTITUCK, NY 11952 +57.675 (0'- L--'j 5/$ " PLYWOOD INFILL PANELS, I I I ° I I I I '• I ''• DRAWING TITLE CV � � I'', I I'',•I I I I I I•',•I I�', I I�', I SECTIONS STAGGERED, ON BLOCKING �, C I G I I I I f I C I C I: I 2X8 WALL L — _ _J L - - -1 CONSTRUCTION SEAL&SIGNATURE DATE 08.23.17 ROOF SIMILAR CONSTRUCTION PROJECT# 1726 BUT WITH 2X12s AND R-VALUE 4 3 2 1 A B C �D E F G H I J K L M N 0 P Q QED AFCy/ DRAWN BY AP OF 38 , 5/8 " PLYWOOD �f�P�``M NAR��s T�c) � CHECKED BY SN DRAWING# EAST WEST SECTION NORTH SOUTH SECTION ` t: PLAN WALL DETAIL VIROC 3 „ _ , „ 4 „ _ ,_ „ N� �� A-3 . 0 6 SCALE : 1-1/2" = 1'-0" SCALE . 1/4 = 1 0 SCALE . 1/4 — 1 0 y 1598 Vv�o/ OF NE DOOR SCHEDULE DOOR FRAME SADDLE HARDWARE (BY OWNER) O w � Z zvi O Y d O LOCATION WIDTH a V �J" ~ E a Q a I U � Q O o HEIGHT I-- I— U) U_ LL .¢_I � _ REMARKS C� 0 0 100 STORAGE 2'-8"X 6'-8"VIF B 1-3/4" CONC- A MATT WOOD MATT — EXT. — WOOD SIMPSON OR EQUAL, PANELED TO BE O EALED POLY POLY HIDDEN IN EXTERIOR SIDING WALL MOUNTED xx CEDAR SLATS 0 101 CLOSET (2)2'-6"X 6'-8"OF D 1-3/4" EALED B WOOD — — — — OTHER FIR TO INTERIOR MATTCH ERIALS ALS/AmtNG AND U) 102 BATHROOM DOOR 2'-4"X 6'-8"VIF C 1-3/4" SOLID B FIR HORIZONTAL SLATTED CEDAR W — — — — LL xx x HOOKS 1 �_(�� 103 CHANGING ROOM 2'-4"X 6'-8"VIF C 1-3/4" SOLID B FIR — — — — GENERAL NOTES SLIDING DOOR HORIZONTAL SLATTED CEDAR LED LIGHT, SEE *1 xx LIGHTING 0 SCHEDULE NOTES: DOOR MATERIAL: (n HARDWARE SCHEDULE: 1. ALL HINGED DOORS 8'-0"TO RECEIVE 3 HINGES A- EXTERIOR, STAIN GRADE 2X6 CEDAR IW— 2. CONTRACTOR TO VERIFY DOOR SIZES IN FIELD PRIOR TO PURCHASING B-INTERIOR, SINGLE PANEL, STAIN GRADE, SOLID CORE BIRCH VENEER HARDWARE GROUP 'A' SLATS OZ 3. ALL HARDWARE FINISH TO BE SELECTED C- INTERIOR, SINGLE PANEL, STAIN GRADE, SOLID CORE, FIR SIDING CLAD LEVER-TBD 4. POCKET DOOR HARDWARE TO EE HAFELE SIZED FOR WEIGHT OF DOOR D-INTERIOR, SINGLE PANEL, PAINT GRADE, SOLID COOR, PANELING TBD HINGES-TBD 5. ALL DOOR HARDWARE TO BE FURNISHED BY OWNER 6. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERING HARDWARE GROUP 'B' FRAMES: LEVER-TBD DOOR TYPES: N/A HINGES-TBD 00 A B C DOOR $3YLES TO BE SELECTED BY CLIENT. 0 i i i i i This plan is an instrument of service and is the property of i the architect. Any infringements will be prosecuted. 1 1-911 SINGLE DOOR SWING SINGLE DOOR SWING SINGLE SLIDING/ DOUBLE DOORS PANELED BARN DOOR 0 WALL MOUNTED BENCH, CEDAR SLATS a LL. Q WINDOW/GLASS SCHEDULE ALTERNATE: PROVIDE ALL AS HURRICANE RATED O - Frame Size Rough Opening 0 0 o MARK � QTY (W X H) (W X H) TYPE / STYLE MFG. PRODUCT REMARKS OOO O�� 10 1 10'-0"x 8'-0" 10'-OY2"x 8'%z" F-SPECIAL TBD TBD MULLED WITH 101,102,AND 103 10 1 5'-0"x 8'-0" 5'-OV2'x 8'-Y2' F-SPECIAL TBD TBD MULLED WITH 101,102,AND 103 5 03.04.2021 AS-BUILT FILING SET 4 04.12.2018 FILING SET 15'-0"x(2'-10 Y2"to V-10 Y2") 16-02"x(2'-11"to 6'-11"} F-SPECIAL MULLED WITH 101,102,AND 103 10 3 SEE ELEVATION SEE ELEVATION TBD TBD 3 12.11.2017 FILING SET 2 10.23.2017 BID SET 10 1 8'-0"x T-0" 8'Y2'x T-Y2" B-SLIDER TBD TBD 1 08.23.2017 ISSUE FOR REVIEW DETAIL OF BENCH NO. DATE ISSUE 1 SCALE : 1-112" 1'-0" 10 2 2'-3"x 2'-3" 2'-3Y2"x 2'-3Y2' A-CASEMENT TBD TBD = TRANSOM STYLE TO MATCH CASEMENT B-SLIDER TBD TBD / 10 1 8'-0"x 8'-0" 8'-Y2'x 8'-Y2' WINDOWS ADJACENT(201, 204, 205,206) 01 2 4'-0"x 2'-6" 4'-OY2"x 2'-6Y2' C-PICTURE TBD TBD ARO i FSI<) 1 5'-0"x 5'-0" 5'-Y2'x 5'-Y2" C-PICTURE TBD TBD A R C H I T E C T U R E 8 YZ x 6-882 TBD TBD SLIDER UNIT FIXED PERMANENTLY IN 37-18 NORTHERN BLVD 317 LIC, NY 11101 1 6'-O"x 6'-11" � �� B-SLIDER-FIXED # CLOSED POSITION www.NAROFSKY.com 212.675.2374- 1 T-10"x 2'-6" T-1 OY2'x 2'-6Y2" C-PICTURE TBD TBD 204, 205, 206 TO BE INSTALLED IN A ROW WITH SINGLE 2X STUD SEPARATING 1 3'-10"x 2'-6" T-1082'x 2'-6Y2' C-PICTURE TBD TBD 204, 205, 206 TO BE INSTALLED IN A ROW U) WITH SINGLE 2X STUD SEPARATING Q1 3'-10"x 2'-6" 3'-1082'x 2'-682' C-PICTURE TBD TBD 204, 205, 206 TO BE INSTALLED IN A ROW WITH SINGLE 2X STUD SEPARATING 0 01 0 3 1'-10"X 5'-0" 1'-1082'X 5'-y2'1 SKYLIGHT SUPREME SLR SKYLIGHTS C 1.ALL WINDOWS TO BE SIZED&VERIFIED IN FIELD PRIOR TO PURCHASING PROJECT 2.ALL OPERABLE WINDOWS TO HAVE SCREENS W 3. REFER TO ELEVATIONS FOR WINDOW OPERABILITY FAGIN LANDAU WORKSHOP 0 4.ALL WINDOWS TO HAVE ESTATE HARDWARE F // / // 855 SOUNDVIEW AVE Z 5.ALL DOORS AND HARDWARE TO BE BRUSHED STEEL FINISH 6. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERING MATTITUCK, NY 11952 7.ALL DIMENSIONS TO BE CONFIRMED WITH WINDOW MANUFACTURER D I� DRAWING TITLE A B E WINDOW AND DOOR SCHEDULE, WINDOW TYPES DETAILS SEAL&SIGNATURE DATE 08.23.17 PROJECT# 1726 D ASC j M N �jjT DRAWN BY AP Rp�61 �C A CHECKED BY SN / �' DRAWING# A-4 . 0 -y� 1599A SCF N�� LIGHTING SCHEDULE •-•-•- - _- , ,- SYMBOL DESCRIPTION MANUFACTURER CATALOGUE LAMPING REMARKS F6 �'�•� F4 NUMBER F4 F5 F5 F4 CEILING MOUNTED LIGHTS ASTRO LIGHTING ASTY1455734402 2900K SURFACE MOUNTED ON WOOD 43W PANELED CEILING Fq F4 HALOGEN F4 Fq . i EXTERIOR DOWNLIGHT WAC LIGHTING 5022-30BZ 27W LED SIDE MOUNTED ON DECK JOISTS N, F4 i� F41] F2 F4 F5 4@F5 F4 iF -HW-120V CLOSET LIGHT FEELUX ELS15-30K-ST-S-6' 3000K LED INSTALLED ON JAMB SWITCH -- �� '� i WIRED F4 i FOR �. F4 F4 LINEAR TAPE LIGHTING IN LED-T24P-1-WT& INSTALLED CUSTOM LENGTHS F4 F4 WAC LIGHTING 3W/FT LED BETWEEN VERITCAL MEMBERS @ i ANGLED HOUSING LED-T-CH2 WALL BASE AND CEILING TRACK �$ F4 / ,' LIGHTIN i F4 T-TRACK SYSTEM; PROVIDE POWER, FIXTURES AND i F5o INDUSTRIAL TRACK LIGHT TECH LIGHTING HEAD TBD TBD ORIENTATION TBD;2-CIRCUIT F4 F5 F5 LOCATION DEPENT ON POSSIBLE .W - � F4 �F6 FLOOD LIGHT LIGHT WAC LIGHTING WP-LED430-30-ABZ 30W LED F7A. ORIENTATION OF FIXTURE F4 GENERAL NOTES i� HIDDEN FROM FRONT VIEW; / \\ F� OUTDOOR SPOTLIGHT WAC LIGHTING 5022-30BZ 14.5W LED F4 LIGHTING STONE WALL F4 F4 `• � BIG ASS FAN 5 F5 F2` -• ® FAN COMPANY ESSENCE-8' TBD HEIGHT TBD AT TIME OF INSTALL 1 iF F4 rF4 F4 ALL LIGHTING TO BE 3000K AND ON DIMMERS F4 F4 F2 F4 ELECTRICAL LEGEND 5 F5 NOTE: F4 F4 BOX DF (DF)INDICATES DECORATIVE FIXTURE- F4 SUPPLIED BY OWNER,GC TO INSTALL 1. ALL ELECTRICAL WORK TO BE PERFORMED F6 F4 F4 - i F4 ' BY LICENSED ELECTRICIAN AND COMPLY WHOLE HOUSE MECHANICAL BATH VENT-100 CFM WITH STATE AND LOCAL CODES.ALL F4 F4--- FV �•- -I - F4 MIN., ELECTRIC CONTRACTOR TO CONNECT WIRING TO BE COPPER. �. T MINI R - SWITCH 42"AFF,ALL SWITCHING TO 2. IT IS THE INTENTION OF THIS DRAWING TO \ BE DIMMERS � AV 42" INDICATE ELEC DEVICES AS PER }� F4 $ GFi �{ ®tF1 1 EGD GARBAGE DISPOSAL FURNITURE AND EQUIPMENT NEEDS. F4 �.\ Sjj ' W 3W OR 4W SWITCH,ALL SWITCHING 3. IT IS THE ELEC CONTRACTOR'S F - F4 TO BE DIMMERS RESPONSIBILITY TO INSTALL ELEC i i RECEPTACLES PER CODE i F4 DOOR SWITCH ` i F4 4. ELECTRICIAN TO COORDINATE REQUIRED F f F1 1 S❑ SMOKE DETECTOR-INSTALL AS ELECTRICAL SERVICE TO HOUSE. i INDICATED&REQUIRED BY CODE S , - -,, F4 This Ian is an instrument of service and is the property of F4 5. ALL LIGHT LOCATIONS TO BE VERIFIED PER - -. -- F5 p CARBON MONOXIDE DETECTOR the CEILING FRAMING;ANY ALTERNATIONS architect. Any infringements will be prosecuted. ® ASNDICATED&REQUIRED B Y CODE REQUIRED TO LIGHTING LAYOUT SHOULD BE BROUGHT TO THE ARCHITECTS F6 NEW DUPLEX RECEPTACLE ATTENTION FOR RESOLUTION 6. ALL OUTLETS TO BE SCREWLESS PLATES& NEW DETICATED OUTLET ALL OUTLETS TO BE INSTALLED HORIZONTALLY IN BASE; UNLESS 42" NEW GROUND FAULT INTERUPT OTHERWISE NOTED GFI DUPLEX OUTLET, INSTALLED 7. ALL SWITCHES AND OUTLETS TO BE HORIZONTALLY 42"AFF, LION MATCHING PREMIUM CUSTOM COLORS IN FIRST FLOOR RCP AND ELECTRIC MATTE/SATIN FINISH(UNLESS OTHERWISE SECOND FLOOR RCP AND ELECTRIC =USB NEW DUPLEX RECEPTACLE W/USB PLUG SPECIFIED) (2)DUPLEX RECEPTACLES 8. ALL CEILING FRAMING TO BE COORDINATED WITH ALL LIGHT FIXTURE FLOOR DUPLEX RECEPTACLE LOCATIONS (CONFIRM ALL LOCATIONS IN FIELD) 9. ALL SWITCHES&DIMMERS TO BE ® LUTRONVAREO AND ALL INCANDESCENT NEW DATA/INTRA CIRCUITS ON DIMMERS 42"AFF TO CENTER OF SWITCH.ALL WIRELESS SWITCHES TO AV DATA, INTERNET, RECESSED CABLE, BE ARCHITECTURAL SERIES MATTE/SATIN CAT6,GFCI BOX LUTRON VAREO.(UNLESS OTHERWISE SPECIFIED)CONTRACTOR TO VERIFY 5 03.04.2021 AS-BUILT FILING SET CONTRACTOR TO SUBMIT ALL LIGHTING COMPATIBILITY TO FIXTURE FIXTURE SELECTIONS TO ARCHITECT FOR TRANSFORMER AND DRIVER. 4 04.12.2018 FILING SET REVIEW PRIOR TO PURCHASE. HATCH FOR 10. ALL OUTLETS TO BE SCREWLESS LEVITON 3 12.11.2017 FILING SET ACCESS TO POOL I VAREO&ALL OUTLETS LOCATED IN WALL 2 10.23.2017 BID SET BASE TO BE HORIZONTAL EQUIPMENT � 11. ALL TELEVISION OUTLETS TO BE 1 08.23.2017 ISSUE FOR REVIEW SCREWLESS LEVITON SURGE SUPRESSOR NO. DATE ISSUE COMERCIAL GRADE 12. ELECTRICIAN TO COORDINATE W/ MECHANICAL&APPLIANCE MANUFACTURERS FOR ALL EQUIPMENT / VIRO FLOORIN REQUIREMENTS. ELECTRICIAN TO SUPPLY AV POWER REQUIREMENTS FOR MECHANICAL EQUIPMENT. A RO F S 1<.),, ARCH ITECTU RE 13. ELECTRICIAN TO COORDINATE CIRCUITS FOR FUTURE LANDSCAPE LIGHTING 37-18 NORTHERN BLVD #317 LIC, NY 11101 www.NAROFSKY.com 212.675.2374 DECKING---' OVER ENTRY DECK --- 06 PROJECT FAGIN LANDAU WORKSHOP vlRoc PANELS LIKE855 SOUNDVIEW AVE DOWNSTAIRS MATTITUCK, NY 11952 DRAWING TITLE lc. jc RCP/ELECTRICAL PLANS AND FLOOR FINISH PLANS WOOD DECK SEAL& SIGNATURE DATE 08.23.17 BOARDS SPACED TO LET WATER PROJECT# 1726 THROUGH ED ARCy/ DRAWN BY AP �g M.NARK TF FIRST FLOOR FLOORIN PLAN G �� P� ��sV�-- �� CHECKED BY SN SECOND FLOOR FLOORING PLAN � � \�" n; 3 DRAWING# A-5 . 0 SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" � �_•ry 159aa�y©/ OF NE