Loading...
HomeMy WebLinkAbout41583-Z �Q�g11FFOt�co� Town of Southold 9/17/2020 P.O.Box 1179 e 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41452 Date: 9/17/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 320 Broadwaters Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-10-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/4/2017 pursuant to which Building Permit No. 41583 dated 5/1/2017 was issued, and conforms to all of the requirements of the applicable provisions,of the law. The occupancy for which this certificate is issued is: one family dwelling with front eMtry rear deck and upper covered porch as applied for The certificate is issued to Lemler,Jeffrey&Anca of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0008 8/21/2020 ELECTRICAL CERTIFICATE NO. 18-46432 6/11/2018 PLUMBERS CERTIFICATION DATED 6/5/2018a imi z Janota lk1 tV gnature o�SUFFoc,��o TOWN OF SOUTHOLD k BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY Cpl �_dao 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#: 41583 Date: 5/1/2017 Permission is hereby granted to: Lemler, Jeffrey &Anca 131 E81stStPhA New York, NY 10028 To: construct a new single family dwelling as applied for per SCHD and DEC NJ Letter. At premises located at: 320 Broadwaters Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-10-6 Pursuant to application dated 4/4/2017 and approved by the Building Inspector. To expire on 10/31/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,120.00 CO -ADDITION TO DWELLING $50.00 To l: $1,170.00 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. 1 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. OL b q , 2017 New Construction: V Old or Pre-existing Building: (check one) Location of Property: 2C 91_1DC1�WG4e1_5 A°ACA N I / f q 3_�- House No. Street d Hamlet Owner or Owners of Property: Je P�1-0 - LEVA Ifl- rt At)(I Suffolk County Tax Map No 1000, Section 0 y Block o Lot Subdivision Filed Map. Lot: E3 SU 11 hR-n(MTk_GTtVG£ Permit No. Date of Permit. Applicant: F_Air-,(t .S C'"Ig?4L--'i�3 i rLGAge.. Health Dept.Approval: I-0 ' — °c Underwriters Approval: Planning Board Approval: 1� Request for: Temporary Certificate Final Certificate: �" (check one) d Fee Submitted: $ Applicant afore Certificate of Compliance .............................................................................. .................................... .............................. .. .............. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ...... ................... ....................... ............................ .. ............................ .. ........................ ...... CERTIFIES THAT Upon the application of Upon premises owned by V. Allegretta Electric Corp. Anca Lemler 150 East Montauk Highway 320 Broadwaters Road Suite A Cutchogue , NY 11935 Hampton Bays, NY 11946 Located at: 320 Broadwaters Road , Cutchogue , NY 11935 Application Number#: 18-46432 Certificate#: 18-46432 Electrical License#: 35591 ME Section: 104 Block: 10 Lot: 6 Building Permit#: 41583 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New 2 Story House/2 Zone Air Conditioning A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 11th day of June 2018 Name QTY (21) Recessed Fixture Circuit- 15 Amp, 120V 1 Linear Well Light Circuit- 15 Amp, 120V 1 TV Receptacle-20 Amp, 120V 2 Linear Railing Light Circuit- 15 Amp, 120V 1 3-Way Switch- 15 Amp, 120V 9 Pendant Light Fixture Circuit- 15 Amp, 120V 1 Smoke Detector- 15 Amp, 120V 4 Garbage Disposal Receptacle- 20 Amp, 120V 1 Electrical Inspector: Anthony Giordano _'�APPF,C)VEDio' ,UN 19 2018 11 lilt%% D]NG D : TO OF SOUTHOLI D This certificate is not valid unless raised seal is present. Certificate of Compliance . ..................... ........................................ ............................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ...................... ............. .........I......... ......................................... ... .................... . .. ............... ..... CERTIFIES THAT Upon the application of Upon premises owned by V. Allegretta Electric Corp. Anca Lemler 150 East Montauk Highway 320 Broadwaters Road Suite A Cutchogue , NY 11935 Hampton Bays, NY 11946 Located at, 320 Broadwaters Road , Cutchogue , NY 11935 Application Number#: 18-46432 Certificate#: 18-46432 Electrical License#: 35591 ME Section: 104 Block: 10 Lot: 6 Building Permit#: 41583 Name QTY (3)Track Light Circuit- 15 Amp, 120V 1 (6)Wall Sconce Circuit- 15 Amp. 120V 1 (9) Ceiling Light Fixture Circuit- 15 Amp, 120V 1 AC Blower Circuit- 15 Amp, 220V 2 AC Condenser Disconnect/Wiring -30 Amp, 220V 2 Alarm Panel Receptacle- 15 Amp, 120V 1 Combo SD/CO- 15 Amp, 120V 2 Dishwasher Receptacle-20 Amp, 120V 1 Duplex Receptacle- 15 Amp, 120V 38 Exhaust Hood Receptacle-20 Amp, 120V 1 Exterior(3) Recessed Fixture Circuit- 15 Amp, 120V 1 Electrical Inspector: Anthony Giordano �.: "`sA _aAPPROVEDo` certificate is not valid unless raised seal is present. JUN NAB TOof Certificate of Compliance .... ........I................ ...................................... ................... ............................... ................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ......... . ....................................... CERTIFIES THAT Upon the application of Upon premises owned by V. Allegretta Electric Corp. Anca Lemler 150 East Montauk Highway 320 Broadwaters Road Suite A Cutchogue , NY 11935 Hampton Bays, NY 11946 Located at: 320 Broadwaters Road , Cutchogue , NY 11935 Application Number* 18-46432 Certificate#: 18-46432 Electrical License#: 35591 ME Section: 104 Block: 10 Lot: 6 Building Permit#: 41583 Name QTY Floor Receptacle- 15 Amp, 120V 2 Flourescent Fixture- 15 Amp, 120V 2 Future Landscape Light Switch - 15 Amp, 120V I GFI Receptacle- 15 Amp, 120 V 10 Irrigation Clock Receptacle- 15 Amp, 120V 1 Jam Switch - 15 Amp, 120V 1 Laundry Circuit- 30 Amp, 220V 1 Microwave Receptacle-20 Amp, 120V 1 Quad Receptacle- 15 Amp, 120V 2 Range Receptacle/Circuit-50 Amp, 240V I Refrigerator Receptacle-20 Amp, 120V 1 Electrical Inspector: Anthony Giordano VJCAL APP............. R i 0 Z ............. S��� s certificate is not valid unless raised seal is present. -OM'DING IDEM ,,O,WN 01 56U'S"" Certificate of Compliance . .................... ........................ ..................... .... . ............................................................ ................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .. .. ................. . .................... .......... ................................. ............ CERTIFIES THAT Upon the application of Upon premises owned by V. Allegretta Electric Corp. Anca Lemler 150 East Montauk Highway 320 Broadwaters Road Suite A Cutchogue , NY 11935 Hampton Bays, NY 11946 Located at: 320 Broadwaters Road , Cutchogue , NY 11935 Application Number#: 18-46432 Certificate#: 18-46432 Electrical License#: 35591 ME Section: 104 Block: 10 Lot: 6 Building Permit#: 41583 Name QTY Switch - 15 Amp, 120V 28 Vanity Light Fixture Circuit- 15 Amp, 120V 1 Vanity Light Fixture- 15 Amp, 120V 3 WR GFI Receptacle- 15 Amp, 120 V 4 Electrical Inspector: Anthony Giordano OL(`Vau�. Nz .... (Ver .aAPPROVED o *4 %. , This certificate is not valid unless raised seal is present. ID Vigg�Vg 1, 9 �01� � 0��b ®LD S SO(/r�olo Town Hall Annex ,yam Telephone(631)765-1802 54375 Main Road 'X' Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q �.,i ® CC LE' BUILDING DEPARTMENT D TOWN OF SOUTHOLD JUN 2 2 2018 DIJILDIIT G DEPT. ' a�H0]LD TOIN��6�;r. t"- I I CERTIFICATION i Date: C. S \� Building Permit No. A l �� i Owner: ,ef (Please print) Plumber: (Please print) 1 I certify that the solder used in the water supply system contains less than 2/10 of I% lead. i (P ber Signature) Sworn to before me this r^ day of .��lnr� , 20 00.� 4 MICHAEL OLLENNU Notary Public- State of New York NO 01OL6281489 Qualified in Suffolka 1 2 f My Commission Expires __ _� 1 Notary Public, SgFG -K- County r JI I I i OE SOU N O coum,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI/NAL) REMARKS: A•✓ V -�i' a/ �✓ ` U � lo;'ffm't"it, AfA ig D w<< A&4 44's"v Wv. Yp�o 1 DATE 1rll IV 4""" INSPECTOR / ��OE OUT'yo �y00UNT`I,�� TOWN OF SOUTHOLD BUILDING DEPT. 785-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLEG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT AL (FINAL) REMARKS: DAAW"mop � OK-- DATE INSPECTOR SO(/ly TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Siniooika p DATE .'4q4 INSPECTOR SOUjy � o TOWN OF SOUTHOLD BUILDING DEPT.' 765-1802 INSPEC 10-N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RI L (FINAL) MARKS: tJ�4 dh'�bt V�Pi 7, VIAVY� DATE INSPECTOR •��� OE SOpl cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ VOUCH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]- FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '[ ] ELECTRICAL INAL) REMARKS: p11nVr1 vw'`'� D &OU'l(t4 (Z4fi OlAi r t,,!i Ar✓v Do DATE 01>q '74-- INSPECTOR V4, OE SOpTyo� \-1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) °REMARKS: DATE �� INSPECTOR F U 0 SO Py��o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL A10 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: @ f%w4 VtAt�I'CZ � Ski► � ©✓I R Qaef�, (yA✓✓i Pn/ � S� �' � -�✓ � �o���, ice, pM • DATE '✓ INSPECTOR ISO TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 76'''5-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] )p4'ULAT ON [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �o A 0 DATE INSPECTOR S Page 1 6/3/2018 Residential Heat Loss and Heat Gain Calculation In accordance with ACCA Manual J Registered To: Filipkowski Air Inc U V For:_ LEMLER RESIDECE JUN 2 2 2019 320 Broadwaters Rd CUTCHOGUE, NY 11935 _ BUILDI TG DEPT. Design Conditions: cucthogue T077H(.)7'L,'�^'TTr, 0LD Indoor: Outdoor: Summer temperature: 70 Summer temperature: 95 Winter temperature: 75 Winter temperature: -10 Relative humidity: 50 Summer grains of moisture: 95 Daily temperature rangeMedium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 68,967 6,097 75,064 1164,766 (6.5tons) First Floor , 44,380 4,133 48,513 82,567 Kitchen 1,500 1,150 2,650 10,011 Infiltration 0 0 0 0 Duct 0 0 0 910 People P_® 1,500 1,150 2,650 0 Fireplace I� 0 0 0 9,101 Living Room �j 0 0 0 0 Infiltration .�6 S 0 0 0 All Rooms 2,880 2,983 45,863 72,556 Infiltration 1,853 1,833 3,686 9,451 Duct 0 0 6,596 People � P 1,500 1,150 2,650 0 Floor 0 0 0 3,019 W Wall 1 469 0 469 1,394 Window /� Pj 5,328 0 5,328 4,437 N Wall 285 0 285 847 Window 5,000 0 5,000 12,325 Door 283 0 283 842 Glassdoor 1,728 0 1,728 7,058 E Wall 400 0 400 1,190 Window 8,880 0 8,880 7,395 S Wall 561 0 561 1,666 Window 2,800 0 2,800 4,314 Door 283 0 283 842 Ceiling 3,190 0 3,190 5,534 l i Page 2 LEMLER RESIDECE 6/3/2018 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) H Skylight 10,320 0 10,320 5,646 Bedroom 0 0 0 0 Infiltration 0 0 0 0 Den 0 0 0 0 Infiltration 0 0 0 0 Second Floor 24,587 1,964 26,551 32,199 All Rooms 24,587 1,964 26,551 32,199 Infiltration 824 814 1,638 4,200 People 1,500 1,150 2,650 0 Floor 0 0 0 1,573 N Wall 157 0 157 466 Window 2,100 0 2,100 5,177 E Wall 321 0 321 954 Window 4,440 0 4,440 3,698 S Wall 191 0 191 567 Window 1,920 0 1,920 2,958 W Wall 310 0 310 920 Window 5,328 0 5,328 4,437 Ceiling 1,646 0 1,646 2,856 N Skylight 5,850 0 5,850 4,393 Whole House 68,967 6,097 75,064 114,766 (6.5 tons) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. Page 1 6/3/2018 Residential Heat Loss and Heat Gain Calculation In accordance with ACCA Manual J Registered To: Filipkowski Air Inc For: LEMLER RESIDECE 320 Broadwaters Rd CUTCHOGUE, NY 11935 Total CFM: 2,600 Room Cooling CFM Heating CFM Both First Floor 1,673 1,871 1,871 Kitchen 57 227 227 Living Room 0 0 0 All Rooms 1,617 1,644 1,644 Bedroom 0 0 0 Den 0 0 0 Second Floor 927 729 927 All Rooms 927 729 927 00 A o e l , HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences KYNENE Suffolk County License# THE EVOLUTION OF INSULATION 59143-H INSULATION CERTIFICATE o [M[EUV E Q' This form must be filled out and posted to comply with building code requirements. JUN 2 2 2018 Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.8 2009 IRC-NI 101.2,N1101.4,N1 101.8 BTJTL..LING DEPT. 2012 IRC-N1101.3,N1101.7,N1101.12 T0771 r 07"'K_'`;)T 0LD The following spray polyurethane foam product(s) has/have been installed. ❑ LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑ MD-R-200 ❑ MD-R-210 ❑Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC) 2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area(Open Cell Foam) R- 30 at 8 5" inches *Sloped Ceilings(2x12, 2x6 and 2x4)(Open Cell Foam) R- 0 at inches Walls(location): xterior Walls(Open Cell Foam R- 1 g at 5 5" inches Walls(location): Cantilever Floor(Overhangopn Cell road)) R- 30 at 5,$" inches (includes Window Wells) Floors(over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches Other(location): 6nd Joist, Box Sill, Rim JoistiopenCell i R- 19 at 5" inches (includes Basement Box Beams) *Nominal thicknesses are representative of field,spray-applied foam material *(Slope Ceilings 2x6 and 2x4 have been sprayed to fill stud completely) Jobsite Address 1320 Broadwaters Rd Cutchogue, NY 11935 Date of Insulation Installation I October 18th, 2017 Building Contractor ITan Builders Insulation Contractor I Cary Insulation A Truteam Company) Insulation Contractor Phone 1 (631)218-9350 Installed By Abel Castro & Jose Castro INSULATION CERTIFICATE ® ®O NOT REMOVE Please post near electrical panel. r a r � Y a t. r wW" �ISL F y u n M ' • 'OV law" 40' 74 s a 4 LIn*tk i !,LAW Poo ` a ol y. " 'Y F-� � - tea• a�"yg�r v.��* R S4 IL IL a + y.i ".A dar,��•'A� •Y,1y'd f ai ' � A �..�.. a - •rte a a• ' �• 4k vP . r a , i.. ! a .-J L q. ro Ir ../� .s. .'.� r�lfAa711iy�� �+r��•'�,.�f• r{."r • d ti"y - i A' � M �'4• Aia r'AiPM it -'� ... ri 1t� z r p Y e M i r. � ■ r .. Thy'p �- •... don Y.n.� �,•,. a .. �, g i .�t IR. � ! • �.� ,. '1,r .k IL ,r nae• _ . + - 4b ,.yam, ■..- _ .,, 1p 16 me -00 �. — +• xi " Y • iw a !� ,■ i,, d OR w�+. „y� ".+y�,L � w. � «IMS moils d•+ � 10 '. 'tt r' t ingot 's Ilk Ii !f V N i ■ �:i � � 1 ' :Y i 0 �.r • � b 1 3� r � 2� Asia M 10 _ , • r • • r OF M. PrMan FA ol �. wY1! A Tar • i �II ,; :000771' •' 1 ►� I! liq MILE ,:u�%y� MA I -all . r L i TOWN-OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST $UILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health TU D SOUTHOLD,NY 11971 4 sets of Building Plans ✓ TEL:;(631)765-1802 Planning Board approval FAX:,(631)765-9502 �� Survey ✓ SoutlidldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Nll/ Trustees A C.O.Application /k - Flood Permit Np Examined 20 Single&Separate Storm-Water Assessment Form ✓ / Contact: Approved 520 Mail to: Pv'cA k%V1U Disapproved a/c ISI /l.kE 11*� !m-. ,f3v!!�k n,/Vr, Phone: z12- q4,1 �q_ °1q- Expiration I 11Z 1 520__ft0/7 D [ECIEU'V[2 D Building or APO _ 4 2017 APPLICATION FOR BUILDING PERMIT Date M , 20 BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. - ���h Shb�vtev���er�fi- (Signature o plicae or name,if a corporation) l8 I /Uv► , it-}h S+. Ovaki�il , Al Y, I Z r I (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N/A (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 32110 k�o� wake►-S KA CVl{ &o�LAIL- House Number Street Hamlet County Tax Map No. 1000 Section L Block Io Lot t Subdivision Filed Map No. —" Lot ( 8 3 t. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Slkq 1,e faMi 1k j S- b. Intended use and occupancy, Slti`� TLA S� 3. Nature of work(check which applicable): ew Build V" Addition Alteration Repair Removal o Other Work (Description) 4. Estimated Cost Z�Z o e 000 e 010 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units — Number of dwelling units on each floor — If garage, number of cars - 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. `- 7. Dimensions of existing structures, if any: Front �3 x'1/1 Rear 3���� Depth 3:T Height 151 Number of Stories I 7c le- OW'ho/"54-d Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front �-z i1 Rear _g Depth 414- Height meg -q- Number of Stories 2- 9. 9. Size of lot: Front °I''l Rear 63 /— I I // Depth 166 J 10. Date of Purchase tin" o P- Name of Former Owner R A rb e 11. Zone or use district in which premises are situated 40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO_/ 13. Will lot be re-graded?YES NO ✓Will excess fill be removed from premises?YES NO cJeL'J' le' /noza- 14.Names of Owner of premises A�cA I_ou"I P,- Address 10 1% 'd NY'NY Phone No. Name of Architect v I I h 191 N 11 tk s Address R=n ArK i/zi! Phone No Z12 9'4.1 64-1 Name of Contractor ftE Address — Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO Y * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFT, Sch°en�„b�ry)�l� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 6�-tl (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore e th's ^c e ' [,]k Q V NALOUCH '[dry a !1 ,State of New 70 No Public X-�6A qq atup�f Alicant ,a4�ss�7 - � Pp� I'Tjj CoureCom issINes June 12, 1 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits.Region 1 SUNY a Story Brook 50 Circle Road Stony Brook.NY i 1790 P (631),:44-036S I= (631)444-0360 livgov LETTER OF NO-JURISDICTION December 30, 2016 Mr. Jeffrey R. Lemler Re: Application ID 1-4738-04098/00003 10 E 53rd Street, 25th Floor 320 Broadwaters Road New York NY 10022 Cutchogue SCTM # 1000-104-10-6 ARNO-DEP Dear Mr. Lemler: Based on the information your agent submitted, the New York State Department of Environmental Conservation (DEC) has made the following determination. The portion of the referenced property located landward of the 10-foot elevation contour line, as shown on the survey prepared by Peconic Surveyors, P.C. last revised on 9/28/2016, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward of the jurisdictional boundary indicated above. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. 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 the DEC's jurisdiction which may result from your project Such precautions may include maintaining an adequate work area (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, � 1 ' Joh . �i nd � Deputy Permit t ator v JAW/mrp CC: SU 11 ArchitectureDesign, PL'LC Marine Habitat Protection File NEW YORK ' Department of s-"re or Environmental ' Conservation ti Scott A. Russell ,� 0S11 1FQIr ]F01KMWA\1F]E1K SUPERVISOR MANAGEMENT W ]n� G SOUTHOLDTOWN HALL-P.O.Box 1179 � y 53095 Main Road-SOUTHOLD,NEW YORK 11971 O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) _ DOES MS PROJECT INVOLVE ANY OF THE FOLLOWING: =_^ Yes No (CHECK ALL THAT APPLYi f �f( ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. f ❑1j 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 !1 100 feet of horizontal distance. f � ❑(I D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I erosion hazard area. ❑d E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. PF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management I 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 wit y-o-ur Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) j S•C•T.M• #: 1000 Date � , Djstnct NAME- jS I —L 10 Oct .2,0" m�uf Section Block Lot **** FOR BUILDING DEPARTMENT USE ONLY**** f Zi2- q4t /x4-64 Contact Information r kµbN�� ri � — — — — —g(� 2+St - �L- — — — �(i i Reviewed By: � fI Date: I Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — — I 1Ij Approved foi processing Building Permit. 3 i ® Stormwater Management Control Plan Not Required. ' - - - - - - - - - - - Stormwater Stormater Management Control Plan is Required. iii .(! � (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 31 i � APPLICAN'l. S.C.T.M.#: 1000 SUFFQ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — a — O Ir j 104 0 6 a Stormwater Management Control Plan CHECK LIST NAME- Seo Section Block Lot W x S M C P -Plan Requirements- Provide ONE copy of the Building Permit Application. rime:Pn,a Q Date: The applicant must provide a Complete Eeplanation and/or Reaspn i'or not providing ZfZ ft &* 62 �, ��� of all Information that has been Required by the following Checklistl;l drabt� n�m� 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following Items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries ! I b. Total Site Acreage. 0 cue but not be smite to: c. Existing-Natural& Man Made Features within 500 L.F. A welill maintained Construction Entrance, of the Site Boundary as required by§236-17(C)(2) Wire Backed Silt Fencing,stabilization& 1 d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Seeding of exposed and/or inactive I e. Limits of Clearing & Area of Proposed Land Disturbance. \*yk, xt h" a reyy+�\i v f. Existing&Proposed Contours of the Site (Minimum 2'intervals) i g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements&utilities. DRAIN MONS ARE REQUIRED h. Spot Grades& Finish Floor Elevations for all existing& CUUltda TOS E,iginee,ing at - 1560 befolle proposed structures. :J BacKtill,UK ProvideEngineer'sj 1. Location of proposed Swimming Pool and discharge ring. that the drainage has been installedo ode. ! j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). j I. Location of proposed concrete washout area(s). i M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing j that the stormAater improvements are sized to capture,store,and infiltrate I on-site the run-off from all impervious surfaces generated by a two(21 inch 1 rainfall/storm event i 3. Details&Sectional Drawings for stor mwater practices are required for approval. items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. BUM0 i A As b. Construction Entrance& Site Access. , i TOWN OF SOUTH(" c. Inlet Drainage Stti'uctures (e.g.catch basins,trench drains,etc.) =FVII= d. Leaching Structures (e. .Infiltration basins,swales,etc.) I FOR ENGiNEERI ` EPA E USE ONLY li I Additional Information is Required. �I Reviewed & I Stormwater Management Control Pian is 'lot Complete. iF1 ; — - - - - - - - - - - - - - - - -APprovedBy: - - - - - =;: I77 1 Stormwater Management Control Plan is Complete. !li Date: �t �� �� I SMCP has been approved by the Engineerjling Department.;; _ FORM # SWCP Check List -TOS MAY 2014 j �ea�V CJmW I CUfifi CafC �0 o' ofsoveyD! K � @ VA LLE6pE�ECTRI�� Town Hall Annex Telephone(631)765-1802 54375 Main Road ��a�c(631?765-gg5 P.O.Box I179 G @ rOger.richert(rown.s0W 1 o ny us Southold,NY 11971-0959 ?A �O BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: I� 4eqCe-0 Date: Company Name: U �e - Com,0 � -� Name: License No.: _ Address: 1 fZA F LOMA0't66AVIIA , I Phone No.: 0 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 3-® t I d w( '" - Q,O G_QJ W+Cho C. N �— *Cross Street: T' *Phone No.: Permit No.: H Tax-Map District: 1000 Section: -11K Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) j-cr''V l C-P— t (Please Circle All That Apply) *Is job ready for inspection: ES/g Rough In Final *Do you need a Temp Certificate: DES/ NO Ternp Information (If needed) *Service Size: 1 ?has Whase 100 150 �09D 300 350 400 Other *New Service: Re-connec Undergrou Number of Meters I Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form L �o�y�pfSO(/1�06 BUaLDI NG,DEPARTMENT 'TOWN OF SOUTHOLD a► Town Hall Annex•54375 Main`Road•P.O.Box 1179•Southold,NY 11971-0959 Telephone(631)765-1802•Fax(631)765-9502 ++ Date r O ,20J Numberof Meters• l -: Temporary Certificate Size �t tf'1 Phase. 1 ��L �p _ Overhead ❑ Underground Ad New-Service" , `Chang`e of'Service ❑ Reconnect Existing Service ❑ Locations Is6ued'to lnstalled-by• l! ' ''T1 �,� �I r Reference / C3..3.�: Application for electrical service-equipment.is on file with'the Town of Southold.On applicant's notification that this,installation incomplete'-,,-the�t6wn:will conduci•a premises inspection of the service equipment. V 'Thisve'rifi;at' .is`valid'for9t3 s.f ove date. Authorized by ;7; . _.... _ 0 Town Hail Annex Telephone(631-1802 54375 Main Road ? -c �_ Fax(631) 734-9502 P- O Box 1179 C=) Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: � 0 °� 2-017 Owner: R , Levh e� Location of Property: �Zo ►'°eG�V�1C�Q�s (0k(-ko oe NY I f X1 S Please take notice that the (check applicable line): (� New-residential structure Addition to existing residential s(ructure a Rehabilitation to an existing residential structure to be constructed or perfomaed at the subject prgperi-y reference above will utilize (check applicable line): Truss type construction (TT). Pre-engineered wood construction.(PW) C Timber construction (TC) in the following iocation(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) -Floor and roof framing-(ER) Signature: Nameerson submittin this form): ick vev)en leer- Cl/_) Capacity(check applicable line): Owner Owner representative TrussResRegI5.docx Effective 1!112015 6" DIAMETER REFLECTIVE"RED- -- ----- --- ----- -- ----- ---- ----- ----- --- - - -- - - ---I'DIGNA1K- FCO-& R ( TIV TOtic - ROMAN ALPHANUMERIC - - - - - - - -- _ ---- T �_ ,. ��., ... OS 1 J . iOli (PMS) 9187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN- REFLECTIVE WHITE 1/2" STROKE = -,- --- .. --- -._ .:,a�'s�vl���e+oni�'ci�'srRt��cfirdt�` -- --•_.—_.—"-------- ------ :�_ ' ---' COMPONENTS THAT ARE OF TRUSS CONSTRUET1014 "F- FLOOR FRAMING.•IR,CLUDINC? - GIRDERy�11EE13 l3F.AIftIS• - ROOF FRAMINGR -FR- FLOOANG ROOF F`RAC•iQ1�1•G TRUSS lDB\m cpmG 4•SJ�( JANCE-VVIZ i 19"t . • tnrrosa� �S OI`f1S(0!1 E)ONt F I RLJSS IDE - FIc�1l oN siGN DATEO X WX06 NEW YORK STATE DEPARTMENT OF STATE _ . DIVISION OF CODE ENFORGEUENT AND ADMINISTRATION- srueNr•.�rc,C: April 20, 2017 ` Mrs. Amanda Nunemaker Building Permit Examiner SPR 2 O 20'� Southold Town Building Department �$®LD Dear Mrs.Amanda Nunemaker, Please see below comments to indicate revisions of drawing sheets. SVIII 1. Code references need to be stated:the 2015 international Residential Code and 2016 Uniform Code Supplement are codes that are in use for architecture+design compliance. - See T-001.00 General notes 2. Climatic and geographic criteria to be added:all construction must sustain the following:wind speed: 130mph,ground snow load:20 psf, seismic:category B,weathering severe,frost line depth for footings:3' below grade,termite:moderate-heavy,ice barrier and underlayment: required - See S-5.0 Load schedule 3. Must provide design criteria used for construction(can be prescriptive per 2015 IRC or using Wood Frame Construction Manual-2015 edition) - See S-5.0 Structural notes 4. Must provide nailing schedule and hurricane strapping/connector details as per design criteria selected - See S-1.0 Table and S-8.0 structural drawing 304,305 5. Provide live loads as shown in 2015 IRC Section R301.5 - See S-5.0 Load schedule 6. Need additional information on foundation plan such as wall material and thickness,required 2"rat slab,anchor bolts to be used,sill plate, termite shield,footing size and depth below grade(must be a minimum of 3")and show insulation - See S-1.0 and S-6.0 7. All railings that have balusters shall have spacing that does not allow the passage of a 4"sphere,please correct railing shown around terrace - See A-301.00,A-302.00 181 North 11th Street, Ste. 406 t. (212) 941-6494 www.sull.com Brooklyn, New York 11211 f. (212) 941-6496 April 20, 2017 Mrs. Amanda Nunemaker Building Permit Examiner Southold Town Building Department 8. Need all structural information such as stud sizes for walls,floor& ceiling joists,roof rafter info with sheathing,underlayment,ice barrier - See S-8.0,A-300.00 9. Provide balcony structural information such as ledger boarder board, joists,etc. - See S-3.0 10. Include plans for raised terrace in rear(cross sectional view of construction) - See A-405.00 11. Provide smoke detectors in each sleeping room and outside these rooms in the immediate vicinity as well as CO alarms on each story and within immediate vicinity of sleeping rooms - See E-101.00 12. On cross sections,please show insulation details with R-values - See A-300.00 Drawing sheets list with revisions to be sent :T-001.00,A-300.00,A-301.00,A-302.00,A-405.00,E-101.00,S-1.0,S-3.0,S-5.0, S-6.0,S-8.0 Please feel free to contact me at dunbeechoi88@gmail.com or 212.941.6494 Sincerely, Dunbee Choi SU 11 Architecture + Design 181 North 11th Street, Ste. 406 t. (212) 941-6494 www.sull.com Brooklyn, New York 11211 f. (212) 941-6496 QF$O(/ryOl O Town Hall Annex Telephone(631)765-1802 54375 Main Road 4 Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q a 1.UM June 27, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD Jeffrey &Anca Lemler 131 E 81 st St Ph A New York NY 10028 Re: 320 Broadwaters Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate /, fee of$50.00. q-eC�Zr� V � rFinal Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41583 — New Dwelling PECONIC SURVEYORS, P.C. P.O.Box 909 RECEIVE® 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 AUG _7 2020 631-765-5020 • FAx 631-765-1797 John T.Metzger,L.S. SUFF.CO. HEALTH SERVICES OFFICE OF WASTEWATER MGT. August 4, 2020 PLI Suffolk County Dept of Health Services D Dept. of Waste Water Management SEP 1 4 2020 360 Yaphank Avenue Suite 2c BMIDITVG DEIPTo Yaphank NY 11980Tf �""'11 ;}-,1?"f' 0 ,D To Whom it May Concern: �fe-am-firAthe a Flosed "final" surveys for the Lemler property, sctm#1000-104-10-06,your reference# �Ofl�.� a architect on the project, Erich Shoenenberger at su11 Architects, submitted the same surveys last year but the stamped approved final prints that the HD mailed to him were never received. Peconic Surveyors is sending these in hopes to expedite the new set beingst mped sent to Shoenenberger at 120 North 7th Street, Brooklyn NY 11249. �--S& � �6 C�0 Thank you in advance for your prompt attention to this matter 6 eve- c—n r LeeAnn Vogel Peconic Surveyors 1230 Traveler Street Southold Ny 11971 CO, ` f ! 60gg Nom,• FEN �� 15. LA M � ��E• GNP 6 X04 P �� v moo � s I j � • o Ste. 8'd X 6' deep Swimmiq pool drain ,.r 8'd : 6 - - i 8'd X 6' deep Drainage r o S • � 1 . 20 OEGK 2 CA s� - - FE• a 00 C a 0�1. D `ry y �A C&fF ec.27 a. 2 0� ME 4PO N54o53'40j,..w �c.26•2. 26 — 21.3 M. o �Puk SrReET QAD P1 SITE PLAN T001 1/32, I I 8'd X 6' deep Swimming pool drain 8'd X 6'ldeep Drainage "'Drainage Pipe I 20 ' p CONS �P 7P 3�1� 0 -o - XIS "W EL.262• 7 26-—a � 21•3 a3e - DEIZ 0.4S^ AREA. TTYPICACLEAN ML'�' E(IMG ASPHALT ROAD SURFACE To DE �4.D P1 SITE PLAN Fg01 3132 — 1 1-011o�� on 06 e j Oft. D 0 0 g CLEAN,GRAVFL FlIL �O opo V . QaO p 0 o flLTER a.onl 00 `s D 0�� p0_p UNEXCAVATED SOIL co *_g ;r 0 Go 60 000 004: rMPRECAST cr FRENCH DRAIN DETAIL CONCRETE TRAFFlC DOSTING GRAss BEARINGGLA73 Sple:Nib UWALEAREA GRASSSHOULDER \ AREA TYPICAL CASTIRONINLET GRADE GRATE MANE GRADE 1 UMMMM OmmO 0 mom=M \.— c0 mml CLEAN SAND 6 GRAVEL 8 OIAAETER%s^DEEP PRECASTCONCRETE LEACHING RRUG. cum u NICE GLEAN SAND nGRAVEL ' GROUND T-cr Ma 8'd•Dla. 7d'Mn 1 Typical Section(U-)Leaching Pools GRASS SWALE DETAIL Seale:NTS i { 8'd X 6' deep Swimming pool drain 8'd X 6' deep Drainage I 6 18- I 0 " Drainage F O I 2 CA y , i r _ 2 - I Ir w ��p XCD 6. Z,e CMF EL.27.8' 2 �� METER JV54o53, `max 40"W EL26.2' RO 26---4 N 2i 3 MO /V A /� '$ CLEAN SAND SMOULDER 0.4 AREA. TYPICAL BCI c WATER � � P1 SITE PLAN ADE �N STR ,OA D - Ff r T001 3/32" - 1'-0" ao ' o ap 00�°+Q I , CONC"SR ETRAFFlC PRECAST FRENCH DRAIN[ BEARINGSLAB. 'GRASS SHOULDER AREA. TYPICAL GRADE ;\ f i comma 13 Cl a � °a°mm i Clam Cla I ®°om STORMWATER PRACTICE CLEMSAM, GROUND I ' 'laical Section GRASS SWALE DE i I b f I STO 1. ASi follow a. Loc. �W#2 b.Tot. c. Exsi as req .Tes e. Lim I f. Exis — "; � g. Loc. -- I - drains 4" Draina a ip h. Spo " Drainage Pipe I. Loca j. Lou k. Loc. I. Loca ° O m. Loc 2. Stol I 3. Det �cn �5� 2�• appro. PROP• - �5�� a. Ero b.Cor I c. Inle a' Lea b i _ Ep X� 1 2 3 SNE - I , 1 CLEM Sm SHOULDER AREA. rMICAL REOAD r.As�iT 18'-0'MAx. C.to C. DE U : :-PLAN GRADE LLQ 11-011 vo di?a0 0 pd0 A a�eu+•auva RLL �/ ) � Nx u 0q O e. ®O® 0 OQ FILTER CLOT" 0 6000 40 O O uxExCAVATED SM °p a0 PERSPECTIVE VIEW l! S'TFRCi FRECAST !FRENCH DRAIN DETAIL CONCFSMIRAFRC ERM OGRASS 36" MINIMUM 2 x 2 BEARINOSLAB. FENCE POST GRASS CHOUIMER j AREA. TTRCAL _ CAST BION RRtT ' GRADE I GRATE RFRANE GRADE WOVEN WIRE FENCE I (6x6 - 10110 WWF) z no In FILTER CLOTH Iffm o N — SLOPIe � OmmO� m00 ' Comm CRMO& EMBED FILTER CLOTH �4D MIN. 6" INTO GROUND z PPRECAWCONCCRM o°a m _LFACHInO RmG 4" m am — NOTE: MAXIMUM DRAINAGE AREA _IIII 112 ACRE 1 100 LINEAR FEET - CLEAN SAND✓SCRAYEL CROWD ! SECTION DETAIL WATER 74-mA. TOM - za SYL SILT FENCE DETAILS Typical Section(&l eaching Pools GRASS SWALE DETAM scaly.pts SCALE:Nis I I - !ATER MAI: ,GEMENT I CONTROL PLAN CHECK LIZ I - an drawn to scale Not Less that 60'to the inch MUST show all of the :ems: I & Description of Property Boundaries - See Survey Acreage j See SMCP -Natural & Man Made Features within 500 L.F. of f the Site Boundary I by 236-17 (c)(2) See Survey Data Indicating Soil Characteristics& Depth to Ground Water. See Survey No clearing work, 'Clearing&Area of Proposed Land Disturbance. existing to remain 3E Proposed Contours of the Site (M,inimum 2' Intervals) See Survey of all existing& proposed structures, roads, driveway, sidewalks, nprovements& utilities i See Survey :des& Finish Floor Elevations for all existing& proposed structures., See Survey of proposed Swimming Pool and discharge ring. See SMCP of proposed Soil Stockpile Arela(s).! See Survey of proposed Construction Entrance/Staging Area(s). See SMCP of proposed concrete washout area(s). See SMCP ;i of all proposed erosion &sediment control measures. See Survey )ter Calculations for a 2" Rainf II See Survey � CIVIL ENGINEER :4 Sectional Drawings for stormwater practices are required for &Sediment Controls-. See SMCP -tion Entrance&Site Access. See SMCP MECHANICAL ENGINEER inage Structures N/A ;Structures See SMCP Shall include but not be limited to: ELECTRICAL ENGINEER A well maintained Construction Entrance, Wire Backed Slit Fencing, stabilization & L Seeding of exposed and/or inactive soils. STRUCTURAL ENGINEER Concrete wash-out box By Contractor - DRAINAGE.INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification 181 North 11th Street,Ste.406 that the drainage has been installed to Code. Brooklyn,NewYork 11211 APPROVAL OF STORMWATER MANAGEMENTL(212)941-6494 architecture+design COf�1'ROL PLAN -T n Cod p r 236 ' Date: -2 8-17 Approved by: �e All rights reserved. The above drawings, designs and 50' ideas embodied therein are the property of su11; and T shall not be copied, reproduced, disclosed to others or used in connection withany work other than the FAV V&aT "1°�°" specified project for which they have been prepared, in whole or in-part, without the prior written authorization Of su11. O copyright su412012 . ''•�t'�i LTi-a:`':.•..',>;!+y�'�si.•iti`1Yr��'i ist"f'--trv,iC t;y";ybf.•.Sr � , :�• :,;*, =t r..,j;�•l'-`•'�.1. Rr�=.P r:TK::2: r.�tbis:+v r;;'� ;:�.-inti:iT• L E M L E R RESIDENCE � yry �_• s;rt;•s:7-:e:•i:...Ga'v�. :y.';f �..x,•.�. l..rf�+uv._4 t �y 320 BROADWATERS ROAD •✓;�ya"•c.,1: :dr.' .I;. »•u •v:z"'�^ ..f.e•:2• '7h C'••'t.)tib+ < •�,+iT'if ^y?-c.:,...�:{C•:.".:1.1'ex:!.-'_..:-?.3::'.'-'", :.`c`.•i..•.: � Q 'kv?=y_SY,c.�:.:...,�• ¢^+.L•.'=r�i� •s%^`G'•`/�;e'f:;r" YE'ka:«ti:` �' `�+ CUTCHOGUEt NY 11935 ;,�.. ♦ r;�i•^G'i rtaa.'.�' �;ay't`.i.:'S_S: ,a.:oe• ��ri rF�c, � � ;ny;•h:v"-Ly:<'�r•...'d''t' � )•+•:;%t: ^a1��F. ir:c:='•a...`v.t.;. 7�..'q:`::1�t ,w;7r: •ti Jt:s:�•1 N°'4 'tyS S. ..t'.. :A :''^'�=✓.y."{'1'y�' - k--::_• :�;> �L. , .:,� •r'.�T;:�•c _.y�..�.•1L._+-R..., SHEET TITLE- CONSTRUCTION ENTRANCE FOUNDATION ITLE:CONSTRUCDONENTRANCE-FOUNDATION OF COMPACTED CHAPTER 236 COMPLIANCE 3/4 STONE BLEND OR N.Y.STATE D OT APPROVED R.C.A. FIUTMW(W.)ABONTDUSnNGGRADEFORDRAINAGE STORMWATER MANAGEMENT CONTROL PLAN &STANDARD STORMWATER DETAILS I - - PLAN MEW i DATE: 3/2/17 SD ARC y PROJECT NO: 1108 R 0 A D \� �SSCHOFiyF� /�. DRAWING BY: DC CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED 3/4-STONEBLENDORNY.STATEDOT.APPROVEDR.CA /,. V �� HK-13 PAT�IrO/0 OIB•(Min)ABOVE Y: >ATf FILLTU.SnNGGRADE FORDRAINAGE ES��/ W G-NO.: CROSS SEcna" * SMCP TEMPORARY CONSTRUCTION ENTRANCE CADO FILE No: SCALE: MAN U h r�r :A REScheck Software Version 4..6.4 Compliance Certificate Project Lemler Residence Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,436 ft2 Glazing Area 24% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 320 Broadwaters Road Lemler Erich Schoenenberger Cutchogue, NY 11935 10 East 53rd Street SU 11 architecture+ design New York, NY 10022 181 North 11th street 212) 983-1080 #406 Brooklyn, NY 11211 212 941 6494 office@sull.com ,o. ;o ;`B' - ®_ o Yy_�5�i�s"!•���>�k�.s." - si::;r.: F"�I:� �"` h'i, %+..: e�, r. .`. Compliance: 9.0%Better Than Code Maximum UA: 657 Your UA: 598 Maximum SHGC: 0.40 Your SHGC: 0.28 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 AreaAssembly or Cavity Cont. UmFactdr UA Perimeter East:Wood Frame, 16" D.C. 843 19.0 0.0 0.060 46 Window 1:Wood Frame:Triple Pane with Low-E 64 0,280 18 SHGC: 0.28 Window 2:Wood Frame:Triple Pane with Low-E 5 0.280 1 SHGC: 0.28 West:Wood Frame, 16" o.c. 503 19.0 0.0 0.060 28 Window 3:Wood Frame:Triple Pane with Low-E 36 0.280 10 SHGC: 0.28 South:Wood Frame, 16" D.C. 797 19.0 0.0 0.060 35 Window 4: Wood Frame:Triple Pane with Low-E 81 0.280 23 SHGC: 0.28 Window 5:Wood Frame:Triple Pane with Low-E 65 0.280 18 SHGC: 0.28 Window 6:Wood Frame:Triple Pane with Low-E 34 0.280 10 SHGC: 0.28 Door 1:Solid 27 0.280 8 North:Wood Frame, 16" o.c. 797 19.0 0.0 0.060 23 Window 7:Wood Frame:Triple Pane with Low-E 104 0.280 29 SHGC: 0.28 Project Title: Lemler Residence Report date: 03/10/17 Data filename: X:\1601_Lem1er\Lem1er Residence.rck Page 1 of 2 Asse,mbly 'or U4 Window 8:Wood Frame:Triple Pane with Low-E 130 0.280 36 SHGC: 0.28 Window 9:Wood Frame:Triple Pane with Low-E 111 0.280 31 SHGC: 0.28 Window 10:Wood Frame:Triple Pane with Low-E 64 0.280 18 SHGC: 0.28 Ceiling 1: Cathedral Ceiling 730 30.0 0.0 0.034 22 Skylight 1: Wood Frame:Double Pane with Low-E 54 0.280 15 SHGC: 0.28 Skylight 2: Wood Frame:Double Pane with Low-E 29 0.280 8 SHGC: 0.28 Ceiling 2: Cathedral Ceiling 1,203 30.0 0.0 0.034 41 Ceiling 3: Cathedral Ceiling 963 30.0 0.0 0.034 31 Skylight 3:Wood Frame:Double Pane with Low-E 48 0.280 13 SHGC: 0.28 1st Floor:All-Wood Joist/Truss:Over Unconditioned Space 2,033 30.0 0.0 0.033 67 Crawl 1: Masonry Block with Empty Cells 630 0.0 5.0 0.132 67 Wall height: 5.0' Depth below grade:3.0' Insulation depth: 5.0' 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 build' b igned to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require nts list i he R Scheck Inspection Checklist. xd_ - MAR 0 Name-Title MCT Signature Date Project Title: Lemler Residence Report date: 03/10/17 Data filename: X:\1601_Lemler\Lemler Residence.rck Page 2 of 2 SCDHS REF# PRE-16-1937 PROPOSED HOUSE SEPTIC SYSTEM CROSS SECTION �-,BR��1D�VgT SURVEY OF PROPERTY FEL.18.R' FINISH GRADE AT NASSAU POINT EL.16.5' EL.20.0' DOVE ERS I.E. X232n TOWN OF SO UTHOLD EL 15.0 ST ' CHIMNEY I.E. EL.14.7' I'E' 8'0 O EL.14.2' I E 122 LEACHING POOL �C� SUFFOLK COUNTY, N. Y EL.13.8' 6 9� MNwM' 1 1 1000-104-10-06 3' SAND m ® ® 3' SAND V01 -11111-1 ^wob COLLAR COLLAR / � ® SCALE: 1'= 4 ' � 8� EL.8.0' "�� \)�� f�'F � •�9 46 / 3;�`' a— \ JUNE 10, 2013 DIG DOWN 8'0 6' cc; SW �$6 / / SEPTEMBER 28, 2016 (B.O.H.) TO SAND (SP) & 8'0 �� �,� NOVEMBER 28, 2016 (REVISIONS) BACKFILL WITH SAND (SW) \� NOVEMBER 30, 2016 (REVISIONS) SSwD MN "ice►' e�61 E \ ----SAND SP OC -.4 \\ HIGHEST EXPECTE SSPD 2\� ` \ GROUND WATER 00 \ 104 CP SEP77C SYSTEM 3 BEDROOMS Of Os �� IG 1—PRECAST 1000 GALLON SEPTIC TANK �'� \��' ���d PSL Q\\ NE cif \ �(� 2-8' LEACHING POOLS 6' DEEP \\ WITH 3' SAND COLLAR 3' MIN. ABOVE o Q- k \ d GROUND WATER \ C17 QQ ?00�- �t Na RAIN RUNOFF CONTAINMENT �� 12 itt 21,75 x 1 x1 X75 q,0.17 f 370 cu.ft. ___ _ of 01AG7 sp �` °W 24 e 3 Z ZO eaP Water Line(s) I'j�!E QST B� $� c¢r� r r p' 9'. PR N DRIVEWAY (PERVIOUS) = 4,832 sq.ft. e� ,� a , y � • te• m, �a� � ,� ,��o 06 p pJ- f, 4832 x 0.8 x 0.17 = 657 cu.ft. SZ!�TO!:{ CCil.17$�l Dept. O► F6 •r �t,l SOiVECG. G �'�,/ ��5' 6SlU�Np�MpgOpSG 1072 Cil! 852-500, 48 Hol�r • 111 Advance �;5'3 �// �! �jQ��R�tov �o�� 1072/42.2 = 25.4 VF " To Soheduls lnspe�,ion(:;) y x /454.vs� ; �' WW F,sips 10 OR PROVIDE �<4) DRYWELLS 8'0 x 6' DEEP '. r. (� /� t /RE1A5��5 \ \ ZEST HOLE DA7"A � ��+ �' F." _ � s MCDONALD GEOSCIENCE o• e�y � $. "1;.:.,. 8/31/2016 \ ` BZCi EL. 18' 0 �� 'o ��P�''`,� L,nc.ir`r drive,—,-w y 1 DWELLING LOT 184 �6 F �F � ` '. ¢0P. _—._ _.m_. LOT 181 \ 9q, PHEW s 20 (PUBLIC WATER BROWN SILTY SAND SM ) VACANT �I �,d� �2. s�s� ,I LOT 182 DWELLING cvc. DWELLING O \ \\ \ ` 'c4 I ction Rc I y (PUBLIC WATER) BROWN FINE SAND SP � V o M1 X 13 20 n i ia,r y s y 21 r WATER IN BROWN FINE SAND SP �,a jlh Department 1i EXGP(ER P� I SM��A k� 23' 22 \ NO TE. WATER ENCOUNTERED 17' BELOW SURFACE �'•+.'x°q„rl bv in \,\ c a O�� Comf6r..1 _ ;.; i°eW. '1€ '?`'Y":F3.'"�¢ s \ CA [� C0371r11 $C ��hd �b n- aLi JEtu2tit IJFfOLK Ct}EJ'4T7'$�E:Pr'�IZ' 1G;:T dF $$EA<.7H SERVICE 2 -u __°or�10 . ' 0VJkE.O L wr/F,;�l!�GilOv FORA v F't.='.Eal'"i I"Crt j>t"�. P:_ d. V � CJ �1f1 v Q�• FrC C 0- 0 ® = WELL !i ����A.R .: .b cMF �.s,s. � —_— n --------2 �, I SAT !'. a :: W E ® = TEST HOLE Qz�e, METER ' VJ4. 3'40"yyuNDEFUN�'__ 4-2s.2• /APPROVED _ r � _._._.__»_��. . tj ED CURVE d t ` 6-- ® = SPOT ELEVATION FOf: �AA�E`:i�E i o __ __-__E3w"3fiQ01�:; .eq� 2 -121..31'— MON EQGE OF-PA NT 8.4TE _ ■ = MONUMENT EY.PIRES Tn,ECYEArIS FR��� C3�si E OF T\P['r^e(�VA$,.�1 17 = PROPOSED CONTOUR I R /l y 3 .ROAD E t FLOOD ZONES FROM FIRM. NUMBER 36103CO164H SEPT. 25, 2009 ,�*;ty�' E'r•�, CR�.'`;� ,,. •A��� b� I D % C/` .+^^' ,%'11• ':.;/' Vi..`...'�``eeq [R.�' lh ,t7P (Pual ELEVA TIONS & CONTOUR LINES ARE REFERENCED TO NA VD 88 I W I „ — A7£R� � AREA — 38,567 SQ. FT. I DWI111NG �• DWELLING (To Tie line) I (PUBLIC WATER) ;.` CERTIFIED TO : ✓..^ i ✓EFFERY R. LEMLER AND ANCA LEMLER 'bd!;^ .. 1 `Y.S. LIC. NO. 49618 LOT O s REFER TO AMENDED MAP OF NASSAU POINT, I ® CHICAGO 777LE INSURANCE SERWCES,LLC. P C ANY ALTERATION OR ADDITION TO 7NlS SURVEY IS A VIOLATION M I wEu- PECONIC SURVEYORS, OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. JPMORGAN CHASE BANK, N.A. 631 765-5020 FAX 631 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS OWNED BY NASSAU POINT CLUB PROPERTIES, INC." HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY FFILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AUG.16, 1922, AS MAP NO. 156 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 12-165 cl 15_( SCDHS REF# PRE-16-1937 PROPOSED HOUSE SEP77C SYSTEM CROSS SECTION .`,ppp SURVEY OF PROPERTY FEL.18.1' IN. F .1FINISH GRADE COVwA QRS AT NASSAU POINT EL.16.5' EL.20.0' G r` EL. , 2' maX. �`- TOWN OF SO UTHOLD EL.15.0 I.E. ST 2' CHIMNEY I. EL.14.7' EL.1E.4.2' DOME 8'0 E ® ® p LEACHING POOL SUFFOLK COUNTY, N. Y. EL.13.8' 0 ® ® + 3' SAND I C3 0 CM m ® ® 3' SAND og� MNwM Y 1000-104-10-06 COLLAR m ® COLLAR SCALE: 1'= 40' 134 JUNE 10, 2013 DIG DOWN 8'0 61 SAND SW �$�O / / SEPTEMBER 28, 2016 (B.O.H.) TO SAND (SP) & 1p \ NOVEMBER 28, 2016 (RE/ISIONS) BACKFILL WITH SAND (SW) SAND MNwM 61 �% \ NOVEMBER 30, 2016 (REI/lSIONS) SIN lei' \�►� Jr. APRIL 27, 2017 STAKEOUT 0. SAND SAND SP �ptJ� P y0MAY 11, 2017 (FOUNDATION LOCATION) HIGHEST EXPECTE SP GROUND WATER 0�� SEP77C SYSTEM 3 BEDROOMS ' Os O \ r 1-PRECAST 1000 GALLON SEPTIC TANK \ �� �� MAY 1 1 2017 2-8• LEACHING POOLS 6' DEEP \ WITH 3' SAND COLLAR 3' MIN. ABOVE GROUND WATER \ BuTLDiNG DEPT. \ \ TOWN OF SOUTHOLD RAIN RUNOFF CONTAINMENT HOUSE = 21,75 sq.ft. \ 1\_�/Q�a \' , 21,75 x 1 x 0.17 = 370 cu.ft. DRIVEWAY (PERVIOUS) = 4,832 sq.ft. 20� \ \ n O 4832 x 0.8 x 0.17 = 657 cu.ft. 1072 1072/42.2 = 25.4 VF �5 d �E o \ 0 PROVIDE (4) DRYWELLS 8'0 x 6' DEEP 1 1 �0�1 pPnO 65� \ J OR EQUAL 1 \ vO o \ \ TEST HOLE DATA \ `�w' \ 1 McDONALD GEOSCIENCE 8/31/2016 EL. 18 0 JFK'P-1 .0 6 C s' \ 1 DWEWNG LOT 184 GOP�� LOT(j81) \\ BROWN SILTY SAND SM 1 (PUBLIC WATER) 1 VACANT N°�� LOT 182 DWELLING \ BROWN FINE SAND SP DWELLING 5 \ --- 17' 1 \ s� (PUBLIC WATER) \ WA TER /N BROWN FINE SAND SP 1 1 23' 1NO TE. WATER ENCOUNTERED 17' BELOW SURFACE \ a \ \\ 1 1 w �0cr \ \ 1 0 \ 2 \ O 9Q• C) y Q ti� y \� PSspv � ON 2 �A \ � 1) O cur EL.27.8• V ® = WELL METER M nE LWE�__ = TEST HOLE 8 3 40 UIVD� EL26.2 v� E�'2j9 W FINED CURVE i` 18E = SPOT ELEVATION !40*4 or12, 3■ = MONUMENT �!� PAVEMENT 4 S. c WA = PROPOSED CONTOUR I �R /N S� RO.AD E EL.26.1. FLOOD ZONES FROM FIRM. NUMBER J610JC0164H SEPT. 25, 2009 I D i (PNG ELEVATIONS & CONTOUR LINES ARE REFERENCED TO NA VD 88 Ueuc WA I � I DWELLING � AREA = 38,567 SQ. FT. ' �- DWEWNG To Tie line I (PUBLIC WATER) o •�,,. ///( � ) I I CER77FIED TO : \ � JEFFERY R. LEMLER AND ANCA LEMLER N. Y.S lL C. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATIONLOTs REFER TO "AMENDED MAP OF NASSAU POINT, r CHICAGO 777LE INSURANCE SERVICESLLC. O ® PECON/C SURVEYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. JPMORGAN CHASE BANK, N.A. 631 765-5020 FAX 631 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS OWNED BY NASSAU POINT CLUB PROPERTIES, INC." HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AUG.16, 1922, AS MAP NO. 156 I 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. 12-165 SOUTHOLD, N.Y. 11971 SCDHS REF# RI0-17--0008 PROPOSED HOUSE SEPTIC SYSTEM CROSS SECTION SURVEY OF PROPERT Y FIN. FLR. EL.18.1' FINISH GRADE 11 ` AT NASSAU POINT EL.16.5' E,`. �. 1, EL.20.0' N ^� 1.E. 1' m' TOWN OF SO UTHOL� fi �' EL.15.0 e�J ?QZQ I.E. ST 2' CHIMNEY Q of FF co EL.14.7' I.E. DOME 8'0 '90 Ff��, h�L EL.14.2' co���, SUFFOLK COUNTY, N. r .�wAs>� �, 1.E. Da C71 z I 0TF,p 1000-104-10-06 1 rFRi 3' SAND B 3' SAND 1S COLLAR COLLAR '' 81 0 EL.8.0' �, SCALE: V= 40' JUNE 10, 2013 6,SAN� MH SW N86•09'06"E 70_94' SEPTEMBER 28, 2016 (B.O.H.) DIG DOWN 8'0 8 WM. — — Mw✓M NOVEMBER 28, 2016 (REVISIONS) TO SAND (SP) & IE LINE NOVEMBER 30, 2016 (REVISIONS) BACKFILL WITH SAND (SW) SAND FE.COR. CMF APRIL 27, 2017 STAKEOUT EL.1.0' 5.411E. FE.CDR. MAY 11, 2017 (FOUNDATION LOCA TION) SAND SAND SP x�-X—X �EX—X— _3,7E�„L\ HIGHEST EXPECTE SP �---- `--- JULY 20 2018 (FINAL) GROUND WATER ZONE AE (e1.6),,_-' xE ,.IE I AUGUST 28, 2018 (SANITARY LOC.) SEPTIC SYSTEM c? x x-000 Z C. FEBRUARY 25, 2019 (FINAL) 3 BEDROOMSw W 4; I z ZONE X 1—PRECAST 1000 GALLON SEPTIC TANK - u' LOT 183 2-8' LEACHING POOLS 6' DEEP - z WITH 3' SAND COLLAR 3' MIN. ABOVE I�`------��_ ,�✓ � 61-1 SUFFQLri CCl1�4TY CEp;:;7TWiEtT OF HEALTH SERVICE GROUND WATER x z -- AppROVAt OF C(i ISTRUCTEDIh'ORKB FOR I = ASINGLE FAMILY REStD-NCE U �•5'4 ,,o x I r: I QL+,AUG 2 1 ���n Ii.S.Rei.NO t this ocalon have been Lu \.� '^�iP.�`; Ttra sewage dss31 and water;uP�!Y faes a 1 v yy1AII ” '" iispeeWd and/or oerttied by this t7epar'vne or other agendas and found to RAIN RUNOFF CONTAINMENT ,1 �Y, a I be satisfaCtor,,FOR A 6 lMUM F BEDROOMS. HOUSE = 21,75 sq.ft. z �� �'� ,�O w �3 4 v 21,75 x 1 x 0.17 = 370 cu.ft. z �. QP _ Z I Craig Knepper, P.E., Chief DRIVEWAY (PERVIOUS) = 4,832 sq.ft. 1 i PQo� Y/2� I COTTAGE 1 Office of Wastewater Management 4832 x 0.8 x 0.17 = 657 cu.ft. U Dw s.2, 1 WITH 1072 -- �,a z SEPTIC 1072/42.2 = 25.4 VF r 7.8, I 1 PROVIDE (4) DRYWELLS 8'0 x 6' DEEP ' CE DECK _ G VERED OR EQUAL FE.GOR 9-� DECK 20.4' it X17.0' DW 1 I / 1 15.0' I k. 2 STY. FR I r DW HOUSE o DAC �`f6 1 , 18.27 SEPTIC LOCATION ' FE �s.►3' 1s.4'F.FEL. 0,3' IsAs ■Bs CO,,O ^15.cv ' 4'GATE ST 19' 20' 1 V 84 Lu I '13.7 0.3' 1 gcgN U I 0 'A' 1 MID' LOTREA I Ln 53S6' 1 T Y I PROPAN COVER I AP OX^\1 1 LP2 53' / I ZI RCA N ro i I OF SEPTIC r rI 1s.2' DRIVEWA TEST M - GENERATOR HOLE 8.1' 8.4' } 1 o P LPI LP2 WELL X1.'1' 1 UNKNOWN I ELECTRICAL I r METER UTI LnY ' POLLS II l WALL I DECK r 311 T 1 24-� -- ------ OD ---- red •� C �q� COT 1 I 6, ---24- RJ I e� 1 9, ��F \ OD I I O Q ?5 � 1 I rA D i n I ; I r I og_a�'cti ' sF ' I I / LOT O s REFER TO "AMENDED MAP OF NASSAU POINT, / OWNED BY NASSAU POINT CLUB PROPERTIES, INC." / FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON AUG.16, 1922, AS MAP NO. 156 ® = WELL = TEST HOLE 0 = SPOT ELEVA77ON ■ = MONUMENT TEST HOLE DATA = PROPOSED CONTOUR McDONALD GEOSC/ENCE 8/31/2016 FLOOD ZONES FROM FIRM. NUMBER 36103CO164H EL. 18' 0 SEPT. 25, 2009 OF ELEVATIONS & CONTOUR LINES ARE REFERENCED TO NAVD 88 BROWN SILTY SAND SM ��';-' i� }7 AREA = 38,567 SQ. FT. -" - 16' J . . s;` ,` (TO Tie line) BROWN FINE SAND SP ——— 17' CERTIFIED TO JEFFERY R. LEMLER AND ANCA LEMLER ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VI N OF SECTION 72090E THE NEW YORK STATE EDUCA170N LAW. WATER IN BROWN FINE SAND SP CHICAGO 777LE INSURANCE SERWCES,LLC. ����"� /� LAW. S. LIC. NO. 49618 EXCEPT AS PER SECT70N 7209—SUBDIVISION Z ALL CERTIFICATIONS JPMORGAN CHASE BANK, N.A. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 23' PECONIC SURVEYORS, f.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR NOTE. WATER ENCOUNTERED 17' BELOW SURFACE (631) 765-5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. 348' TO NASSAU PT. RD. P.O. BOX 909 SOUTHD, N.Y. i 971 T 12-165 _ . F OF r 320 B ROADWATE RS R. REVISIONS 1 '`' � ` ``n"'"`° CUTCHOGUE , NY, 11935 NO. DESCRIPTIONS DATE \ CONE R \\ \\ 4. _. - + ,_ `:I RUCTI IN MIUJT J -;,11 °;d-E T THE 1 i :wt i- 1 Cal 11 .CC.' SdE'r!k bV N\NM T °€�r" ^ �, 11 4 r \ \ \ \` 2 r P \ \ 1 PROJECT INFORMATION Y�. ;, d-,' E i'T 1-ES701'-1S1BL Iv� I-OR p� M �4r � 6th C 11 r._—A! "T;7!g �..�f_ \\ \ \ D: +aiFiUCTIJN EFI;0r+moi. \�\�' '\ 4r �i 1 t ^FI �� i �r"i "/ ."" \ \\ \ \ BLOCK NUMBER 10 GMF t. e J U T LOT C 6 \ \ \ ` LOT AREA 38,567SQ.FT. \ \ \ .\ CE13TIFICATION \ \ \ \\ EX\ \\ `\ F�NG� `moo \ P0) \ ZONING INFORMATION '. D CONTENT BEF � � � \ \ \ \ rBUILDING FOOTPRINT 2,033 SQ.FT. -I'-ICATE OF OCC `} ► CY `\.`5 a \ cNP e\6�\ `�� : ` \ \ \ \ DER USED ATER \ \\ P� �\ \ \\ ' \\ \o \\ \ \ \ TOTAL SQ.FT. 2,783 SQ.FT. L SYS M CANNOT I\ DECK AREA 485 SQ.FT. LE CEED 2/10 OF 1%LEAD. �- DRAWING LIST Z / \\ \\ \ \ \\ \ \ T-)01.00 COVER SHEET, SITE PLAN, DRAWING LIST C.� \ 2 \ / \ \ -- \ ` \ A-'101.00 GENERAL INFORMATION, PLUMBING DIAGRAM PLUMBING !�� \ 2 \ \ \\ \ \ \ pW#� ` — At_LPLUMBING WASTE __.. 1_1`�.�•. , \ \ \\ SCHEDULE r�._. \\\ \ 15' Setback -- DEMOLITION PLAN \ \ \ \ \ \ \ A-100.00 BASEMENT PLAN 20' Setback A 101.00 FIRST FLOOR PLAN �� combined setback of 35' A_102.00 SECOND FLOOR PLAN TRUSS PLACAVIDING RF-QU \ \ \ \ \ \ .\ \ \ .\ �\ \ -� \\ 5 .\ A-103.00 ROOF PLAN \ \ \ \ \ \ \ A-104.00 REFLECTIVE CEILING FIRST, SECOND PLANT ^ \\ \ A-200.00 NORTH AND SOUTH BUILDING ELEVATIONS NOT PROCEED WITH \ \ \ V FDRAMING UNTIL SURVEY \ \ '� \ '\ A-201.00 WEST AND EAST BUILDING ELEVATIONS \ \ \ ` \ A-300.00 BUILDING SECTIONS OF FOUNDATION LOCATION \ \\ \ \ \ =" \ \ \ HAS BEEN APPROVED. \ \a \ \ \ 1;_301.00 BUILDING SECTIONS 2. A-302.00 BUILDING SECTIONS 3 PR \ Existing tree to be A-400.00 KITCHEN DETAILS \ \ S� M \ -- �,,� .,,, 15 Setback \ 2 ?55VR� \ \ protected or A-401.00 STAIR DETAILS O0- p F \ O\N 2 `\ removed during A-402.00 BATHROOM DETAILS S \ \ construction E-101.00 ELECTRICAL PLANS 20 \ _ .`;-101.00 MECHANICAL PLANS New 1,000 gallon septic:.ystem, See survey 1 20 \ \ \ \ Existing ����� � /r \�� \\ \\ \. Driveway CIVIL ENGINEER \ \\ \\ \ \\ ,\ MECHANICAL ENGINEER Existingwater line ELECTRICAL ENGINEER `\ \.\. \` \ OP• �`�, \\\ `\EX\S� 201 `.\ \ R r \ \ \ \ p \ \SHED \ N \ �� Propane gas tank size `'\ \ SEPI\C \ \\ `\ STRUCTURAL ENGINEER \ \ \ \ need to be determined \\ `\ \ 8• ccs \ \ \ o DRAWING KEY \ \ SYMBOL DESCRIPTION ` \ \ \ `\ MODIFIED CONTOUR LINE 181 North 11th Street Ste.406 F o 2 R ` \\ � \ \\ `� y \\ \1 \ \ \ Brooklyn,Newyork 11211 CMF- \` \\ \\ `\��� \\. \\ \\ \\ \\ `` L 05 WIND L(212)941-6494 F EL.27,g �– -26 \ \ \ O OW NUMBER architecture+design ATER) .\ \ \ \'P \ \ •\ MEtER \ 12 DOOR NUMBER N54°53'40-W \EL.26.2'\ �.� \ \ \ \\ \ \ All rights reserved. The above drawings, designs and s �►O X26—'�2�,3� \ MON `'\ \ \ \ \ BEDROOM ROOM NAME ideas embodied therein are the property of Sul 1; and �.�#14* 18 ROOM NUMBER shall not be copied, reproduced, disclosed to others or ` \ \ \ \ \ used in connection withany work other than the � 0.4'g; \ \ \ A \ \ (P�eCIC W 1.,� WALL TYPE SYMBOL specified project for which they have been prepared, in TE \ \ P \ \ whole or in part, without the prior written authorization STR O \ c0 copyright su112012 R �N ROAD \ \ + ESC\S� � \ \ A of Sul 1. �� FURNITURE OR CABINETRY# \\ `\ 11.77' \\\ \\ 1 LEMLER RESIDENCE g \ \ \ \ � REVISION NUMBER 320 BROADWATERS ROAD Al SECTION/ELEVATION NUMBER CUTCHOGUE, NY 11935 p1 PLOT PLAN \ ` — \ \\ \\ \\ \\ 2. DRAWING NUMBER SHEET TITLE: T001 1/32" = 1'-011 \ \ \ \ \ PX DETAIL NUMBER \ \ \ \\ 4.1 DRAWING NUMBER CO19 u V1 \ ` 1 AREA DETAILED AT LARGER SCALE GENERAL NOTES r \ \ \ \ n APR 2017 COLUMN LINE 1. ALL WORK SHALL BE COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND 2016 UNIFORM CODE SUPPLEMENT ARE CODES . (/ \ \ \ i CENTER LINE ETMWZ ,0F SOUT11OLD Hc aDATE: 4/21/2017 " ;,.t '9�°,j.. PROJECT N0: \ \ \ HIDDEN LINE BELOW OR ABOVE ti dl, �,� ,d . 1108 m?. DRAWING BY: DC DIMENSION ` E S ROUGH OR FINISH CHK—BY: DWG—NO.. P2 SITE PLAN ---- LEVEL LINE/ELEVATION DATUM/LOCATION '��� 028201) T-001 .00 _ T001 3/32" = 1'-O" +14.0'-- CONTOUR LINE ELEVATION OF N�� 00 1 .00 F1 (F) FIXTURE NUMER E1 (E) EQUIPMENT NUMBER APR 2 12017 CADO FILE No: 5 (A)ACCESSORY NUMBER Gutter Y REVISIONS , NO. DESCRIPTIONS DATE Drywall extends into skylight well, Skylight should appear frameless / D3 A300 Gutter ' Exterior roof angle and interior ceiling angle do not align. Interior ceiling to have additional framing, Mechanical to be ran within thickness. ' Exterior wall with batten insulation, / Total R-value to be minimum of 19. / 7---------- SECOND FLOOR - __ - - I Ark Co M 60 26 6 ALS — — -- --� __ =--Tr / / \ F D1 LdI 1'-5" N 6015110 GSR2 \ \ Gas--Pil a lace `\ A r p I---------` FI �EIPLACE X RIII co FIRST FLOOR — -- \ —� I �'-- --\�I — _ 18' - 0" ALS III III N L----WE --- --_ i Crawl space s1 SECTION 1 D1 FIREPLACE SECTION D2 FIXED GLASS 30 1/4" = 1'-0" Gutter 30 1/2" = 1'-0" 30 1/2" = 1'-0" CIVIL ENGINEER \ Exterior roof angle and interior ceiling angle 1 .........1 do not align. Interior ceiling to have additional ' MECHANICAL ENGINEER framing, Mechanical to be ran within thickness. r; Gutter \ ELECTRICAL ENGINEER Stainless Seam Metal Roof Ice Barrier+Weather Shield \ Underlayment { Roof Rafter(See structural drawings) STRUCTURAL ENGINEER r ' D4 A300 0? 181 North 11th Street.Ste.406 i N i r / \ Brooklyn,NewYork 11211 LO L(212)941-6494 architecture+design SECOND FLOORU ' \ / \ 26' 11 6 ALS ....................................... ......... } i \ All rights reserved. The above drawings, designs and T ideas embodied therein are the property of su11; and shall not be copied, reproduced, disclosed to others or D2 \ used in connection withany work other than the specified project for which they have been prepared, in co whole or in part, without the prior written authorization 19 `\\ — of su11. c0 copyright suit 2012 00 LEMLER RESIDENCE SKYLIGHT SECTIOND4 INDOOR FIXED GLASS 320 BROADWATERS ROAD \\ `, 30 1/2" = 1'-0" 30 1/211 = 1'-0" CUTCHOGUE, NY 11935 FIRST FLOORIT L 18' - 0" ALS SHEET TITLE: SECTIONS Crawls ace �' _ p FRSp ARS � DATE: 4/21/2017 `�� •. ' O�Nr�y�`�. PROJECT NO: 1 108 DRAWING BY: DC ES S2 SECTION 2 . ,;� CHK—BY:DWG—NO.: 1/4�� -0�t= t N '': :;' '"'`.� n 30 1 ; z, > 02820" A-300.00 OF N� 12017 rFILE No: APR z 100220 T-8%" REVISIONS ............. NO. DESCRIPTIONS DATE N ------------------------------------------------- ................ .............................. .......................... ...................... 21 % LL --------------------------------------------------------------- ................. ..................................................... .......... ................................ ......... .......... Possible H space for boiler ....................... SECOND FLOOR 26' - 6" ALS V Recessed outlet ec :11 r� 6d hing: TV ti 6 av d ffdrelhi m-ete' ia: 1: 'ee'T 0i .11 lddtit FIREPLACE X 6015 HO GSR2 Gas G FIRST FLOOR EQ Fireplace 8' - 0" ALS ...............------------------...................................................... _X1 Wood post (same as deck) 1" Reveal with wood handrail ,� O O + Horizontal wood guard rail or horizontal cable guard rail Crawl space O ES - Max spacing between at all railings and balusters to be SECTION 3 less than 4". TYP FIREPLACE ELEVATION 30 1/4" 1'-011 ',A11-011 �l 1/2" CIVIL ENGINEER --------------- MECHANICAL ENGINEER ————————————— 0 ............................ ELECTRICAL ENGINEER .............................................................................................................................. ------------- ......... . ............................................ --------------- -------------------------------- Zo low ----------------- STRUCTURAL ENGINEER 00 ROBERN s1426bvs .......... 19 LNco (Owner purchased) N W (D ............... W W Z L? --------------- ........... ........... Z Z C4 181 North 11th Street,Ste.406 #: I Brooklyn,NewYork 11211 ..... ......... ................... 19 FIREPLACE X t.(212)941-6494 in W Ju 0 architecture+design 6015 HO GSR2 Gas 10 Z J < SECOND FLOOR J J _ :fl 26' - 6" ALS Fireplace .. .......... ....------ ----------------------------------------------- ............. .................................... X All rights reserved, The above drawings, designs and -- ------------ ------- 0 10 ideas embodied therein are the property of sull; and Balcony handrail ..................... shall not be copied, reproduced, disclosed to others or ----------- used in connection withany work other than the ---- -- ----- by AGSstainless specified project for which they have been prepared, in ........... whole or in part, without the prior written authorization -——————————— --------- in of Sul 1. -pyright su 112012 .......... 0 -4- ------------ 00 L----J --------------------- ............... ----------- LEIVILER RESIDENCE ............. --I---------- 320 BROADWATERS ROAD --------------------- . ............. F-777 CUTCHOGUE, NY 11935 FIRST FLOOR SHEET TITLE: 18' - 0" ALS SECTIONS 2 - L--------------I---- 7 Y2 e%V-D AP, DATE: 40INN 4/21/2017 q Crawl space C-) _1�' PROJECT N0: 1108 DRAWING BY: DC UJ CHK-BY: ES SECTION 4 jrL IREPLACE PLAN 11011 (P DWG-NO.: ��O 1141111 1 1 1/211 1 1-011 0282CP C) OF tN4 A-301 .00 APR 112017 rDO__ FILE No: 11 OF 20 REVISIONS NO. DESCRIPTIONS DATE !' Clear glass 2 guard rail IXY ............ Stai iless, steel rail ..................._ --------__....-----------------------...._.......-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ............................ ................................................................................................................................................................................................................ --------------- ------­-------------------- ........................................ ......... Z=1 ........ ................ - ----------------- arr F-7 Re ------------- veal between drywall - and steel stringer ----------------- 0 0 0 Steel stringer painted :0 un site -------------------- k7i: 0 0 0 0 0 OgL SECOND FLOOR =o 1 0 0 0 Fixed interior 26' - 6" ALS window Z < J� bo o Rubber spacer A ------ with white end cap ---------- _-T E OCL FIRST FLOOR 18' - 0" ALS rA40 YA40)� T7-1 E5 Storage Wood post (same as deck) --------------- with wood handrail --------------------- - + Horizontal wood guard rail or horizontal cable guard rail ---------------- - NOTES rs 5--� SECTION 5 Crawl space - --------- - Max spacing between at all ��O 1/411 11-011 railings and balusters to be less than 4". TYP STAIR CROSS SECTION \q��O 3/411 1'-0" CIVIL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER SECOND SECOND LL: FINISH FLOOR FINISH FhOBIR > F13 STRUCTURAL ENGINEER ........................................ Ilii iii is i; l .................................................. 1 OXY 1 F12 LO X C/) F11 coOW""%, co 181 North 11th Street,Ste.406 3 Brooklyn,NewYork 11211 (M 1�30�2 7 L(212)941-6494 --------------------------------------------------------------------------------- -------------------- --------------------------------------------------- architecture+design V Pin All rights reserved. The above drawings, designs and ideas embodied therein are the property of sull; and 4 TREADS X 10 3'6"V.I.F. shall not be copied, reproduced, disclosed to others or 2 F9 used in connection withany work other than the 7 T_( specified project for which they have been prepared, in whole or in part, without the prior written authorization F8 ofsull. 0 copyright su 112012 LL LEMLER RESIDENCE F7 L0 320 BROADWATERS ROAD 2'-QY2 c- -H_77 -IN CUTCHOGUE, NY 11935 F6 (D IAIeel angle X owder coated white U) SHEET TITLE: U) F5 1-1/2" Thick Pantry Storage I 0� SECTIONS 3 Hardwood L 0 F4 tread F3 1 OY2" F2 IR DATE: 4/21/2017 11y2° ZCGH0 PROJECT N0: 1108 DRAWING BY: _JI F1 A>_ D C FIRST I CHK-BY: FINISH FLOOR E S N. 10 TREADS X V = 10'V.I.F. ., ";�1!. -NO.: A- DWG r2 STAIR #1 SECTION TREAD DETAIL r4 STAIR #2 SECTION 02820ZI A-302.00 lo o o li 30 34' = 1'-0" \A?0 31# = 1'-0" k,,A30?J 3/4" = 1'-0" OF N CADO FILE No: AAR 2 12917 12 OF 20 REVISIONS NO. DESCRIPTIONS DATE 24'-5" Exterior treated 2- 2x12 (TYP) i it II II II II II II I 'i , 12" Sono tube M II II II o II II II II I I ' I II II II "' II II II II I CIVIL ENGINEER I ——--— ------- — I ---------ll— ------ ------------------------------------------------------------ ll I —#1---,�— �- 7I IT— r — TI I--- ---_Lll TT �I---IT-- --�I---IT-- U--71 IT-7If7 III II II II II II II III II II II II II II II II II II I MECHANICAL ENGINEER 4.1-_ .....-.. - - - ---.------..------ ------------------- .............................. ........ -.-.---------- .... - -- {+-- {+ {{ - {+ {+ .-.-.. . }f -...._....I.tt _....1t .-.-.. --tl 1t tt 1t tt 1t tt 1t tt { Exterior treated 2x10 at 16" o.c (TYP) II II II II III II II II II II I; II II II I r ..._. . ... ......---------------I J-1--------------11-------------------1.1-----............11 ..-1-i - -----J 1--------- i II II SII II II II II T _- III II II II II II II II II II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -•� •••••• -�' ��� -� .�. »... If l � I I I I I I I I I I I . ELECTRICAL ENGINEER- -..- I f................... L-.-...- I - �TI-- I I I I I I I I �(� I I 1-1- l_I_... ...... I L......---.. .l l - -- .... a� li I I --� III I I I I I I I I I I I I I I I I I I I I �-�••�����-��••��• I t 0 I : I+ {+ {+ J i 11 {{ ++ 11 1 C 1 i 11 1 t 1-t 1 t 1 C t t t t 1 t STRUCTURAL ENGINEER III I I I I I II I I I I I I ---- ---------------------1-1.. .............i 1......._...._11- -- 11 1-1...- - ..11 { 1 11. 1111 .. .-....11 - T _ r- III II II II II II II II II II II �• ..,�'°' II II II II II II II .9� IA' .....................L.L..-.- - -f..l-----------------.-..I_L----....- -f f - - {-i------------- I..__L.- ["I ["I I I I l 11 I I I I I I I I f l IL__ll_-11--JL__ll__11--_IL_—LL__11_ JL_Zlls _ 181 North 11th Street Ste.406 II I I I I --- Brooklyn,NewYork 11211 . --- ....................J...... ----- ..... 11--------------------- ------------------ l - - - ...............l . ...... t. (212)941-6494 Exerl0r treated 2- 2x12 (TYP) ' I I I { I I I I I I ff� � ,N !ILI"',. 1 architecture+design t-----------------t t------------- {t- - 1 r--------- -1-1---------------------I I---------------------L.I-.... - I I---------------------L I_..--- - -I I---------------------L.I---------------------L.I---------------------L.L...........----f 1---_...-- L.I- .......... .L. All rights reserved. The above drawings, designs and I I I I I I I I ideas embodied therein are the property of su11; andI........................................... ............................ I ................ ................. .............................................I ..................................................2X1 racing shall not be copied, reproduced, disclosed to others or used in connection withany work other than the II II II II II II II II II II II I I ff€f 2x10 Bracing specified project for which they have been prepared, in _ IIIIIIIIIII 0N0 II .-.-.-.--.-.--- --------II-- , � s�whole `oor in part, art, -without the prior written a uthor izatio n ofsu11. mpynghts012012t------------------- t--------------- I L_�f---------- I Exterior treated 2- 2x12 (TYP) Minimum 6" between earthworks and deck timber LEMLER RESIDENCEI1..... ....1- - ............_I ..-._ --------------------I--I _ -------------------I=-- _..... ........... ... ..i.----------.-..------I:--------------- 320 -- --- 320 BROADWATERS ROAD CUTCHOGUE, NY 11935 -------------------- 1 ...... 1 ....... ll--------------------11-------------- 1.1 - {l- _ 1.1............... 11....................{1--------------------{{- ..........- Exterior treated 2x10 at 16" o.c (TYP) SHEET TITLE: 12"Sonotube TERRACE DETAIL 11................. ............------1k --11 . 11. 11_ 1-1.--------------- 1-------------...- 1-t Ir- I 1-11....... 1I-- 11 ---------- L 1,41 e�i -- DATE: 4/21/2017 PROJECT NO: I lub OEIV DRAWING BY: DC CHK—BY: E S LL 1 DWG—NO.: P1 TERRACE PLAN s1 TERRACE SECTION -405.001�11IIt I 40 3/8" = 1'-0" 40 3/4" = 1'-011 [� CADO FILE No: 17 OF 20 KEY NOTES REVISIONS - ALL SPEAKER WIRES TERMINATED IN MEDIA CLOSET NO. DESCRIPTIONS DATE - ALL SPEAKER WIRE 14.2 GUAGE - UPGRADE AMP, CURRENT 75 AMPS, FIXTURES NEEDED 200 AMPS ( T.B. CONFIRMED BY ELECTRICIAN) SYMBOL TYPE QTY MFR.&MODEL FIXTURE TYPE A surface 35 mount RIB FIXTURE TYPE B recessed clownlight 17 RC FIXTURE TYPE B recessed clownlight waterproof 10 -- ————————————— D FIXTURE TYPED light cabinet 2 E sA r—--------------- FIXTURE TYPE E utility 0 Rc F FIXTURE TYPE F wall sconce 4 TVIP 17— FIXTURE TYPE T track lighting 1 POWER SIGNAL LEGEND ------- ----- -- -- -- -- - SYMBOL TYPE CITY MFR.&MODEL -- F NEW WALL MOU14TED DUPLEX OUTLET Media Room GFI DENOTES GROUND FAULT INTERRUPT �LR C CAB DENOTES MOUNTED IN CABINET 60 3 CAT TV KiT 5 GF1 -WP DENOTES WATERPROOFED 19 Speaker s 4 WP 14.2 Guage A sA WP FLOOR MOUNTED DUPLEX OUTLET SWITCH 36 ".4 SPEAKER (A (A Q —————--—————————————— -D 0 ------ -------- S6 sA D SMOKE DETECTOR c 1;�Ls `Tt 3 4 CABLE:TV OUTLET sA I sA 6 SD It EXHAUST 0 220 Volt ELECTRICAL FLOOR HEATING CONTROLs6% sA I1 04 9A sD ZiYNN -T- 177- JUNCTION BOX FOR \` i `\ l / /' I 1 i .. FUTURE ELECTRICITY EXTENSION 5 T C G E -/11\ A RIB RE( =0 SA," ENGINEER D U -V IWI ------ .: DICO I 1/''____ 1, 0 sA 0 A \\ a I I 1! :2 0 RIB MECHANICAL ENGINEER R8 RB o), S k D ELECTRICAL ENGINEER T C, R C 8 'y RB RIB F -------------- --------- STRUCTURAL ENGINEER R8 $A s A s A s A W A'J ;o 00 F T- J4SD LED Light strip uptight ,� �—— I `\ � =_- --�_,,T C k� 4 RIB WP -A R8 181 North lith Street,Ste.406 Brooklyn, IF LNewyork 11211 sA I L(212)941-6494 s A I - k I ;� 1� i ;� ' —'—— architecture+design R B Miele 220 Volt All rights reserved. The above drawings, designs and ideas embodied therein are the property of sul 1; and shall not be copied, reproduced, disclosed to others or A' used in connection withany work other than the N V specified project for which they have been prepared, in A A whole or in part, without the prior written authorization 11 ofsull. ..pynghtsu112012 0 LEMLER RESIDENCE sA SSD 320 BROADWATERS ROAD Z CUTCHOGUE, NY 11935 C: SHEET TITLE: WP . ..... ... ELECTRICAL PLAN ENS DATE: 4/21/2017 PROJECT NO: 1108 DRAWING BY: DC LIJ Lo CHK—BY: ES DWG—NO.: rp 1 FIRST FLOOR ELECTRICAL SECOND FLOOR ELECTRICAL �"O 1/411 1 1-011 10 1/4" = 1'-10" E-101 .00 OF APR 2 12017 CADO FILE No: 18 OF 20 REVISIONS NO. DESCRIPTIONS DATE 1. FILING SET 10/21/2016 2. COORDINATION SET 03/24/2017 3. FILING SET 03/27/2017 102 6.0 ------- -------, -- -- I i ir---- --� Foundation Plan Scale: 114" = 1'-0" I I NOTES: II I 1. Coordinate all dimensions and elevations with Architectural Drawings and field I conditions, and coordinate all work with Electrical, Mechanical,and Plumbing I - Drawings for floor and wall penetration requirements. ( I I I 2. Refer to S5.0 for Structural Notes and Specifications. I i L-------------- ? P—r..- - 47"Typ_ I 1 3. Foundations have been designed to an allowable soil bearing pressure of 4000 psf. I I This capacity shall be verified b appropriate soil testin Should sections of loose I I I -- p Y yg• Continuous 2'-0"wide � Continuous 2'-0"wide bearing subgrade be determined, subgrade shall be removed to a suitable bearing x 1'-0"thick concrete footing L--------------� I x 1' 0"thick concrete footing depth as directed by the Architect and Engineer. I I I I g 4. All footings shall be placed on level, virgin sand, soil, or fill as accepted by the Engineer. I I I 10" Concrete 10" Concrete 5. Base of all exterior footings to extend a minimum of 3'-0" below finished grade. foundation wall above i-- - I I 101 102 foundation wall above 6. Typical slab on grade to be 4"concrete (on 6"clean sand) with W4.Ox4.0 WWF I I I 6.0 6.0 placed V below top of slab. Refer to Detail 151/S5.0 for additional information. I i i I Sim 7 All foundation wall dowels shall be tied in place prior to placing concrete. Dowels shall ( I I r----- -- — -------------------- not be"wet set." Refer to Detail 152/S5.0 for additional information. ( I I I ------------------ 8. Foundation walls shall be backfilled to a maximum height of 4'-0" prior to installation of 101 I I I I Ii -- ----------------- I First Floor Framing. 11!6.0 ( I r— I I I II i C i I I I ri1 I I I I I I 6.0CL I i Simi L---------- ------------ I I j I 10" Concrete foundation wall above Ii L-------------- ---------------� I I I'' Continuous 2'-0"wide i 3'-0" x 3'-0"x 12"Thick x 1'-0"thick concrete footing I concrete footingI with I; Bllte A Desin, Inc. (4) -#5 each way,top I g i I and bottom -typ. I; I Consulting Engineers 121 West 27th Street,Suite 904 - I New York,NY 10001 Tel.646-230-9900 6x6 Post rI i I \, Fax 646-230-7400 above -t I' I IEl f' ( I Yp {] I I 1 I I CIVIL ENGINEER 153 5.0 �__ 1.. I i MECHANICAL ENGINEER I I I 7"T p 7"_' Concrete slab.-on-grade see plan notes for I II I ELECTRICAL ENGINEERI... .... information information I d J.............. I I I I i:`: L--- —J Anchor/Strap Schedule i ( L .. _—� _._.......... .. . --- 3'-0" x T-0"x 12"Thick Plan Desig. Simpson Connector Connection Description I j concrete footing with i STRUCTURAL ENGINEER i an)d bottom h yp'' top 1� LSTA30 Rafter to rafter over ridge (all rafters) Rafter over double top plate at eave to stud or 6x6 Post I I I 2 H6, 1-12ARafter below (all wall studs) - - - - above-typ. ----� I 03 DSP All window and door posts to foundation wall i I r, i I i I j 101 I L— --- --- I I 153 I I 6.0 181 North 11th Street,Ste.406 4 LSTA18 All exterior headers to posts. If header>_8'-0" I I I I (TAE� Brooklyn,New York 11211 provide one each side of post, each end of beam. 5.0 I t. (212)941-6494 ---------- I L — J I �5 MSTA30 2nd Floor stud to 1st Floor stud @32" o.c. t---------- --- — i �I architecture+design 7' 7"T . © SSP 1st Floor stud/rim board to foundation wall I— @ 32"o.c. 102 I I I 1bp and bottom of all roof ridge posts and 6.0 101 I 102 I All rights reserved. The above drawings, designs and 0 LSTA 18 S6.0 I YS60 I I ideas embodied therein are the property of su11; and supporting 2nd Floor ceiling beams Sim I I I shall not be copied, reproduced, disclosed to others or I used in connection withan work other than the ® LSTA 24 Rake wall studs to edge rafterimy —_ - -.. specified project for which they have been prepared, in ----------�. I whole or in art, without the prior written authorization 09 HUCQ Hanger to face of post I I I I of su11. p 1� HU Skewed on angle ------- �oPv sn s"„zo,z a ------ 7��T 7”T � I I _ I LEMLER RESIDENCE 11 CMST14 x 14'-0" Face of header to face of floor beam I— I --- ------, I I Continuous 2'-0"wide n I I I I 320 BROADWATERS 1�y CMST14 x 14'-0" Tbp of header to underside of x 1'-0"thick concrete footingI 6' I 4x blocking @floor joist L-------_ - I I CUTCHOGUE NY 11249 CC and GLT Post cap and top hung ladder L----- --- ------J SHEET TITLE: 10"ou Concrete fou Concrete 6_ FOUNDATION PLA N foundation wall above foundation wall above 1� CCQ Post cap L--------- ;�1102 ----------J 1� ECCQ F'ost cap !4 HGUM5.50-SDS C-oncrete face mount hanger 6.0 (conceal flanges as required) `Note: Provide 5/8" 0 x 1'-4" anchor bolts between sill plates& foundation wall at 36"max. - Use Simpson BP 5/8" bearing plate @ each. Nailing Schedule DATE: 1 0.21 .20 16 3/4" Plywood Typical 8d @ 6"o.c. @ Panel edge Stagger nails @ edge f f , BSD PROJECT NO: 16191 Wall Sheathing Yp 8d @ 12" o.c. @ Panel interior of adjacent panels DRAWING BY: AYV .J RY Within &-0" 8d @ 6"o.c. @ Panel edge ,r ` r ` E CHK-BY: KC JK of corners 8d (Lb 6"o.c. @ Panel interior -- --- --- x DWG-NO.: 3/4" Plywood 8d @ 6"o.c. @ Panel edge Stagger nails @ edge , - : � ! Roof Sheathing Typical 8d @ 6"o.c. @ Panel interior of adjacent panels 3/4" Plywood 8d @ 4"o.c. @ Panel edge Stagger nails @ edge ��? �f' ' �,��` S- 1 . 0 Shear wall Typical ' Sd (? 4"o.c. @Panel interior of adjacent panels (3/4'plywood both sides) ADO FILE No: L-A, 212017 1 16191-320 Broadwater Road 01 OF 08 1 i REVISIONS NO. DESCRIPTIONS DATE 1. FILING SET 10/21/2016 2. COORDINATION SET 03/24/2017 3. FILING SET 03/27/2017 Continuous 5 1/2" x 16"APB --- Shear wall - see plan notes for r----- -----i ' ---- ------------- information Second Floor Framin_q Plan L -- Post above typ. Scale: 1/4" =1'-0" 9 1/2"TJ123%9 16"o.c. 9 1/2"TJ1230 @ 16"O.c. NOTES: Ede -- 1. Coordinate all dimensions and elevations with Architectural Drawings and field I I aboveof roof conditions, and coordinate all work with Electrical, Mechanical,and Plumbing r------- ------� Drawings for floor and wall penetration requirements. Continuous LSL rim 2. Refer to S5.0 for Structural Notes and Specifications. I I I Continuous Cantilever joist 3. Provide blocking between joists @ 10'-0"o.c. max. I -Edge of balcony 4. ® Indicates post below. Typical wood post shall be(3)-2x6 @ exterior walls and (4) -2x4 @ interior walls. I 5 1/4" x 7" PSL column above and below Indicates post above. I 5. Typical interior/exterior header shall be 5 1/2"x 11 1/4"APB U.N.O. I I I 6. Typical post framing shall be 9 1/2"TJ1230 @ 16"o.c. U.N.O. I 7. _____ Denotes 1 st Floor walls below-refer to Architectural Drawings for layout. i I m j 14 IL Continuous Denotes 2nd Floor walls above -refer to Architectural Drawings for layout. I I c 7"x 9 112"APB low - --- 5�=� Denotes 1 st Floor shear wall below. Provide 2x6 studs @ 16"ci with I CO 5 1/4"x 7" PSL --------- 3/4" Exposure 1 Grade plywood sheathing each face. See nail schedule I x column above and below for fastening requirements. I N =! I I I I � Post above �17177Z Denotes 1st Floor interior bearing wall below. Provide 2x4 studs @ 16"o.c. I typ. 8. "APB" Denotes Anthony Power Beam by Anthony Forest Products Company. Post below, typical I see plan notes I ( o ti f inormaon 9. Provide web stiffener/squash blocks on all TJI's @support locations. for I I I N 10. Refer to anchor/strap schedule for connections. I I J = ---.5-1/2_'.x 16°APS __ -... .. Typical exterior header I iv -see plan notes for r l I I information 13 m I Open I I Bearing wall below, 1 0 ( I typical -see plan notes Post above Blue Sky r. v Design, Inc. ...:..:..:.: I Post below, typical .:"..":.. ;• - e,.':; I ....I I see plan notes for Consulting En ineers and below, I g I I Post above and typical I I information „^ N%^N 121 west 27th Street,Suite 904 I i below-tyo. I ---7 �1%T/jllll�lTO1T 117 �TLT1T��11 Nein York,NY 10001 I I I � h Tel.646-230-9900 Edge of roof I j 5 1/2"x 9 1/2"APB j I 201 v im ';.. Fax 646-230-7400 16 on i Q Q 5 1/2"x 9 112"APB .I ...... CIVIL ENGINEER I I c1 I 5 1/2"x 9 1/2"APB q> rn I �- ------- I I Open cantilever I x x _-9 1/2"TJ1�30 @ 16"o.c. 303 I N N i i 6.0 I ---_ M � I MECHANICAL ENGINEER T I I 7 ! Connection angle, Connection typical angle -typ. I I 5 1/2"Ixi9 1/2"APB �I I r -i r i....l................... _ ......................................................... 203 ' I I I . ELECTRICAL ENGINEER j 7.0 --J 57.0 I I Edge of roof I I I 9 1/2"TJ1230 h/2"TJ 1230 @ 16"o.c. I Anchor/Strap Schedule I j ConnectionPost I --- ------- I below above and I �--- angle-typ. II Plan Desig. Simpson Connector Connection Description I 5 1/ "x19 ill"APB 11 STRUCTURAL ENGINEER 5 1/2" x 9 1/2"APB I r J I LSTA30 Rafter to rafter over ridge (all rafters) i Typical exterior header Continuous Flafter over double top plate at eave to stud or -see plan notes for I I O2 H6, H2A beam below (all wall studs) information Post above -typ. 204 (� 9 &—\ I 7.0 _-- 9 1/2"TJ1230 @ 16"o.c.__ �3 DSP All window and door posts to foundation wall --- u u I Post above & i] Typical exterior header 181 North 11th Street,Ste.406 ----- -- - below-t Ica! (,, YP I see plan notes ® LSTA18 All exterior headers to posts. If header>_8'-0" 5 1/2' x 16 APB for information Brooklyn, Newyork 11211 3 1/2"x 9 1/2""APB..........................._........: provide one each side of post,each end of beam. t. (212)941-6494 5 MSTA30 2nd Floor stud to 1st Floor stud @32"o.c. I I arc I eCture+deSlgn 0 5 1/4 x 7' PSL 5 114 x 7 PSL I _ column -extend column -extend Continuous 6 SSP 1st Floor stud/rim board to foundation wall from sill to eave from sill to eave 7"x 9 1/2"APB I I @ 32"o.c. continuous over all All rights reserved. The above drawings, designs and T'o and bottom of all roof ride posts and points of bearing f LSTA 18 P 9 -- 9 1/2"TJ1230 @ 16"o.c. _j ideas embodied therein are the property of su11; and supporting 2nd Floor ceiling beams - - Post above 11 I I shall not be copied, reproduced, disclosed to others or ® LSTA 24 Rake wall studs to edge rafter I r typ- I I I, used in connection withany work other than the 9 -- ___________ -___--- J l specified project for which they have been prepared, in L i .: ::::::::::::::::::: ` T :T:. "T I whole or in art, without the prior written authorization 9 H UCGI Hanger to face of post ---- p g P ...... ..... i : I 5 1/2"x 16"APB . . . . . . . . l'2" 112"AR I of su 11. O copyright s"tl zotz 3y 0. B: . . . . . . : . . . . 1 H Skewed angle 201 U � e ed on a e g 5 1!4" x 7" PSL I 7.0 9 column extend ' I LEMLER RESIDENCE 1 CMST14 x 14 0 Face of header to face of floor beam from sill to eave .i. . .9 112 TJ123() C 12 aG I :::::;::: : :: �: ::::: :: j,."............. I 320 BROADWATERS Typical exterior :.::1:: l l: :::::: : ..... . . . .. : : 1 CMST14 x 14' 0" Top of header to underside of header see plan I i :1 I CUTCHOGUE NY 11249 4x blocking @ floor joist notes for information .: ::::::: ::::::::::: ::::::::::l�::i:";: 1 CC and GLT Post ca and to hung ladder 14 `:::::: ': : : :: : ::::::.. :j . • ( SHEET TITLE: P P 9 Edge of wall above j::i :" ::: : ._.�.�-.�.�.=.L.--- 1� CCQ Post cap 5 1/2"x 9 1/2"APB SECOND FLOOR ECCO Post cap Shear wall -see plan FRAMING PLA N notes for information HGUM5.50-SDS Concrete face mount hanger (Conceal flanges as required) Post @ 2nd Floor 'Note: Provide 5/8"0 x l'-4"anchor bolts between sill plates& ceiling below -see foundation wall at 36"max. - Use Simpson BP 5/8" bearing plate @ each. plan notes,typical --— --- --------. Nailing Schedule DATE: 10.21.2016 �aua BSD PROJECT NO: 16191 3/4" Plywood Bid C? 6"o.c. @ Panel edge Stagger nails @ edge dr'p Typical , W Wall Sheathing YP 8d C? 12 o.c. @ Panel interior of adjacent panels ! �'"` DRAWING BY: AYV JRY ,1 - -1' KC, JK Within 3'-0" 8d C? 6"o.c. @Panel edge J. � QEF x„���-` � 0' CHK-BY: of corners 8d @ 6"o.c. @ Panel interior U DWG-NO.: - i. r ..., dsi : 3/4" Plywood 8d < 6"o.c. @Panel edge Stagger nails @edge µ;5, " ; ^ £i 1 Roof Sheathing Typical Bid @ 6"o.c. @ Panel interior of adjacent panels � . € 3/4" Plywood 8d C? 4"o.c. @ Panel edge Stagger nails @ edge Shear wall Typical g 99 g � `" ° ' "' S-3 . 0 Sd C? 4"o.c. @ Panel interiior of adjacent panels ,. r (3/4" plywood CADO FILE No: ,R 212911 both sides) AP16191-320 Broadwater Road 03 OF 08 Structural Notes: Structural Steel (continued): REVISIONS General: 7. Where a weld is required, and no weld is shown on the drawings, provide a 1/4"fillet weld all around, unless a larger weld size is required as a minimum weld size by AISC.8. All groove NO. DESCRIPTIONS DATE 1. All work shall comply with The Building Code of New York State, latest edition, and all welds shall be AWS pre-qualified complete joint penetration groove welds, unless noted other applicable Local Codes and Regulations of Agencies having jurisdiction. otherwise on the drawings. 1. FILING SET 10/21/2016 8. The contractor shall submit shop drawings of the steel to the Architect or Engineer for his 2. COORDINATION SET 03/24/2017 2. Work these drawings with the Specifications, the Architectural, Mechanical, Electrical, review, prior to fabrication. A minimum of four(4) prints shall be submitted. Plumbing, Site Drawings, and all other related documents. Contractor shall coordinate all - -- dimensions with Architectural drawings and shall verify all data on existing conditions prior 9. All steel shall be cleaned as per SSPC SP2 Hand Tool Cleaning, or SSPC SP3 Power Tool 3. FILING SET 03/27/2017 to Commencement of work. Cleaning and be painted with a zinc-rich primer(red or brown one coat shop paint). A finish - ---------- coat shall be applied -coordinated with the Architect and Engineer, and shall be weather 4. COORDINATION SET 04/21/2017 3. Specific notes and details shall take precedence over General Notes and typical details. resistant as required for long periods of exposure during construction or permanent exposure p yp to weather. All connections shall be painted after installation. Min. 12" Bearing stud wall, post, The Contractor shall refer to the Specifications for information not covered by these p 5 Slab on Grade with 6x6 1" Deep Saw Cut-fill Extend wire mesh min. - `',, or CMU above (see plan General Notes & Specifications. W4.Ox4.0 WWF 1"below top with poured joint filler. 12" past joint for location) Backfill: Wire mesh does not 4. The Contractor shall providE� temporary erection bracing and/or shoring for all structural cross joint Typ. slab on work as required for structural stability during all phases of construction. 1. All fill shall be placed in eight to twelve inch loose lifts (maximum) compacted with vibratory grade rollers. Fill material shall be tested by modified proctor density method (ASTM D1557-78) V-6" min. 5. Contractor shall make special provisions and provide protection as required for cold or hot and must qualify as select, with less than 10% passing through the No. 200 sieve. Soil shall _. weather concrete and masonry work, in conformance with the appropriate technical be placed with moisture content and energy to provide 92% of maximum dry density. In x ,�_ x x x -x x -�4x x x ° x °x x x •- . -.- x x a- x x x x° associations. place density tests shall be taken for each 500 s.f, in each lift. For acceptance of soil, , . ° ° ° a a ° ° ° ° ° d 4 4 ° ° _"_-_-- avera�e of density tests must exceed the s ecifi compaction. No tests shal e per ted d d ° Loads: all belQv�8�° om tion. /Lb -- --'-- -- ----- -- -- - -- - ---- -------- ----,----- ------- ° - ----- - ---------- _. d 1. Floor load snow load and wind load have been analyzed in accordance with the -- - - - " Building Code of New York State and ASCE-7 where appropriate. - •1 LOAD SCHEDULE PSF Vapor barrier #4 @ 12" o.c. Foundations: ( ) p Key 1. All footings shall bear on minimum 4000 pounds per square foot virgin sand or approvedVVirgin sand or compacted fill. Contractor to verify soil bearing capacity prior to construction of footings. No Floor loads Roof loads V or barrier Slab shall bear on virgin sand, or Note: Control joint is to be cut while compacted backfill (3) -#4 Cont. footings are to be cast on uncontrolled fill, soil, crganic material, frozen ground, mud, soft backfill compacted as described concrete is still in its plastic clays or other objectionable or unapproved materials. in Structural Notes and per ACI state, maximum 8 hours after V-4" Dead Load 25 20 recommendations. placement. ------------------------ 2. Sub-base for slabs on gradE: to be 6" of compacted sand. Sand shall be placed on virgin grade or approved compacted fill. Live Load 40 20 -------------------- 3. Base of footings exposed to weather or in unheated space shall be placed a minimum of - - Typical Slab Control Joint Construction Joint Thickened Slab 3'-0" below grade. Snow load Ground Snow: 20 + Drift 4. Contractor shall take all necessary de-watering precautions to properly cast new footings in areas with high water table. Enclosure Classification: Enclosed' 5. Reinforcing dowels between footing and foundation wall shall be tied in place prior to placing Wind Load Enclosure (Categoty II):C concrete (dowels shall not tie "wet set"). Typical Slab On Grade Details Cast in Place Concrete: Wind Speed: 130 mph r151 Scale: N.T.S. �-o 1. All work shall comply with the requirements of the ACI Building Code,ACI 318, latest edition, 7 and The Building Code of New York State. Seismic Category: B 2. All concrete for cast in place work shall be stone concrete with a minimum 28 day compressive strength of 4,000 psi. Subject to damage from: 3. No admixtures shall be allowed without prior review and acceptance by the Architect or Frostline Depth: 3'-0" Below Grade Engineer. 4. All requirements for batching, mixing, finishing, curing etc. shall be as per ACI 301. weathering: Severe 5. All reinforcing steel shall conform to ASTM A615 Grade 60, except that reinforcing steel welded directly to structural steel shall be ASTM A706. Termite: Moderate - Heavy Corner bars to match size and 6. All welded wire fabric shall conform to ASTM A-185. spacing of horizontal reinforcing Ice Barrier and Underlayment: Required 30 bar diam. 30 bar diam. 7. All reinforcement shall be securely tied in place and adequately supported. All bars marked - -- - 2-6" 2'-0" "continuous" (cont.) shall be lapped 40 bar diameters unless otherwise noted. ° 4 ° ° 4 °o ° ° Blue Sky Design Inc. Wood Framing: °d a ° ° ° ° 4 -117 ° A Consulting Engineers 1. All lumber work and materials shall conform to the latest edition of the following ° ° d ° °° ° 4 °d ° a ° e °d W 121 t'1'est 27th Street,Suite 9014 Specifications and the The Building Code of New York State: ° . .,, •° ° ° Las New York,Nr'10001 .° s 41 ° ° ° d °° ° • ° e • • :% d Tel.64h 230-9900 a.American Institute of Timber Construction AITC . >-` ( ) t/5 Fax 646-230-7400 b. National Forest Products Assoc. "Design Specifications for Stress Grade Lumber". ° Cont. Water Stop ° C. U.S. Dept. of Commerce Standard CS 253. CIVIL ENGINEER d.American Plywood Association. T ° Key d Provide key match sized and spaced to 2. Lumber for all interior structural framing, including roof framing, (t/10 deep, match horiz. wall reinf. g g,joists, posts, Studs, sills, cap 4 1" Deep control joint. ° mm 3/4") (2)-#5 (add'() for W>12" plates, wood bearing plates, and blocking, shall be surface dry and used at maximum 19% ° • moisture content with the following minimum base design values: 2"Clear (typ) 2" Cover Base Desian Values for Visually Graded Dimension Lumber: d° Dowels same size and 4 ° G• (1) -#5(add'()for w<12" MECHANICAL ENGINEER Bending: Fb= 850 psi °° spacing of horiz. wall bars. Horizontal Shear: Fir= 95 psi -- Comp. Perpendicular to Grain: Fe = 625 psi Comp. Parallel to Grain: Fc = 1,300 psi / t -� Modulus of Elasticity: E = 1,600,000 psi ELECTRICAL ENGINEER All values shall be adjusted with appropriate adjustment factors as per the per NDS Corner Construction Joint Intersection End Supplement. Any lumber species may be used,subject to review and acceptance by the Engineer, if they meet the above minimum requirements. Should Cedar be used for exterior framing, western species should be used. STRUCTURAL ENGINEER 3. TJI Serves: TJI joist sections shall be of the size and type specified on the plans, as manufactured by Typical Concrete Wall Details Truss Joist McMillan Ltd., or equal. Flange members, wed members and adhesives shall (152 conform to the provisions of CABO Report No. NER-200. Coordinate bridging and stiffener Scale: N.T.S. 55.0 requirements with TJI manufacturer. 4. Plywood: Subfloor shall consist of 3/4" Exposure 1 Grade plywood, glued and screwed to joists. Exteriorr7nk[TEE 181 North 11th Street,Ste.406 wall sheathing shall consist of 3/4" Exposure 1 Grade plywood fastened to wall studs with 8d Brooklyn,NewYork 11211 j nails at 6" o.c. max. t.(212)941-6494 I 5. Laminated Veneer Lumber: architecture+deSlgn Laminated Veneer Lumber (LVL) sections shall be "MICRO=LAM ®" or "PARALLAM ®" as manufactured by Truss Joist MacMillan, Ltd. , or equal, with the following minimum properties: Fb= 2865 psi, Fc = 750 psi, Fv=285 psi, E = 2,000,000 psi. All rights reserved. The above drawings, designs and Multiple sections shall be fastened together with a minimum of two rows of 16d nails at Simpson CBSQ Wood post-see plan ideas embodied therein are the property of sull; and 12" o.c., and as recommended by the manufacturer. post base --- for size&location shall not be copied, reproduced, disclosed to others or 1 0" used in connection withan work other than the 6. All bearing stud walls shall Have crosskats at mid-height or 4'-6" o.c. minimum. Slab on grade -see plan 1 -o"x 1-0' y notes and typical details Concrete pier specified project for which they have been prepared, in 7. Use double members at all ambs and heads of all openings. Use double joists min. below this sheet for additional whole or in part, without the prior written authorization -i1 (min.) information - Provide com ail non-bearing stud walls parallel to spans and (provide solid blocking between joists below all Structural Steel: pressible of su11. � copyright su„2012 non-bearing stud walls perpendicular to joist spans. Use double sills and cap plates for all filler around column bearing walls. ° ° ° LEMLER RESIDENCE x x x -'x --rxd'a°x x • • x x x° -x -a x °-, x.°° ax -ox . ' • ° d ° d ° d ° 320 BR ADWATERS1. All structural steel shall conform to the requirements of the AISC "Specifications for Structural ° ° Steel for Buildings" - Latest Edition and all current supplements. For other Code and - -- - '- CUTCHOGUE NY 112 494Specificati n requirements,see the Contract Specifications. 2. All welding work shall conform to the American Welding Society Code AWS D1.1. All welding °° • 4 ° ° • - - SHEET TITLE: work shall be done by AWS certified welders. Field welding shall be done by the manual _ shielded metal arc welding method. °° 4 .a °° ° °° ' a - STRUCTURAL NOTES, 3. All steel shapes, plates, bars, rods, and anchor bolts, shall conform to ASTM A36, or A992 d #4 Continuous SECTIONS AND DETAILS for all C-channels &W-shapes ; ° ° Vapor barrier-typ. 4. All steel pipes shall conform to ASTM A53; steel tubes shall conform to ASTM A500,Grade B. •� ° ° 5. All bolts shall be 3/4" diameter ASTM A325 bolts in bearing type connections, unless otherwise noted specifically on the drawings. Provide a minimum of two bolts per connection. - 3"Clear 6. All welding electrodes shall be E70XX, low hydrogen. ---------------- continued... DATE: -- See plan for footing size and reinforcing _10.21.2016 BSD PROJECT NO: 16191 matN E t�, r� a5 DRAWING BY: AYV, JRY : CHK-BY: KC, JK { DWG-NO.: Detail___- Typical Interior Post Footing153 r �. }°_ S-5 . 0 Scale: N.T.S. �75.� 4 r �f �" g Q � �- CADO FILE No: AP-0 7 16191-320 Broadwater Road 05 OF 08 REVISIONS NO. DESCRIPTIONS DATE 2x6 @ 16"o.c.with 3/4" 2x6 @ 16"o.c. with 3/4" Exposure 1 Grade plywood Exposure 1 Grade plywood 1. FILING SET 10/21!2016 sheathing on exterior face sheathing on exterior face Simpson MSTAM36 Simpson MSTAM36 2. COORDINATION SET 03/24/2017 strap @ each stud 1 1/4" LSL Rimboard + strap @ each stud 1 1/4" LSL Rimboard + continuous LVL continuous LVL 3. FILING SET 03/27/2017 Web stiffener each side Coordinate finish Coordinate finish 4. COORDINATION SET 04/21/2017 requirements with Architect 3/4" Exposure 1 Grade requirements with Architect -3/4" Exposure 1 Grade plywood sub floor plywood sub-floor .................. ................. . .. . . . _. ... ... .... .. . .. Simpson SSP strap-see Simpson SSP strap-see schedule for spacing schedule for spacing A. -- --- -- Overlap TJI floor joists 1� 4 Finish per Architect Grade elevation TJI joist-see plan for Grade elevation e 4 Full depth joist blocking varies g size and spacing varies ° @ 32"o.c. (2 bays) 3/4" Exposure 1 Grade o� a — TJI joist-see plan for plywood sheathing Web stiffener each side — size and spacing (2) -2x8 Pressure-treated sill (2) -2x8 Pressure-treated sill " Clear plates, anchored each end of " Clear plates,anchored each end of - - - - each opening and @ 3'-6"o.c. X ° each opening and @ 3'-6"o.c. .,....:: #4 @ 12 o.c. ° #4 @ 12 o.c. - -- -------- w/5/8"0 x V-4" anchor bolts Lw/5/8"0 x T-4" anchor bolts (3" hooks). Use Simpson BP — (3' hooks). Use Simpson BP 5/8" Bearing Plate. 5/8"Bearing Plate. -- #4 @ 12"o.c.Vertical #4 @ 12"o.c. Vertical 10" Concrete °° 10" Concrete foundation wall #5 @ 12" o.c. horizontal foundation wall #5 @ 12"o.c. Horizontal Finish per Architect ° Finish per Architect - #4 Dowels @ 12"o.c. - a4 #4 Dowels @ 12"o.c. - 4 extend 2'-0"into stem Compressible filler extend 2'-0" into stem Compressible filler TJI joist-see plan for (alternate hookas) ° (alternate hooks Z:1 --- <-- size and spacing — a 4"Slab on grade on I ° ° 4"Slab on grade on LSL blocking center 4"min. 6"clean sand 4" min. 6"clean sand on W-beam below IIla b d° Bt % ate.XX X—.-X X d I I %—%.._x_°%_°% ° Q ° e 4 ° APB floor beam -see ° l �# plan for size and location - ° ° ° ° n4 #4 Continuous °4 #4 Continuous a — ° 4 ° Vapor barrier ° - Vapor barrier it — _I�' Base min. 3'-0"below Base min. T-0"below finished grade finished grade (3) -#5 Continuous #5 @ 12"o.c. (3) -#5 Continuous #5 @ 12" o.c. Blue Sk_y Design., Inc. Section - Foundation Detail 101 Section - Foundation Detail rl2 Section - Dropped Girder ('10 * ` rs Scale: 3/4"= V-0" S6�Q Scale: 3/4" =V-0" S6.0 Scale: 1' = V-0" 3eottstth St Ertuit e 04 56.0 '"�` � : , 121 West 27th Street,Smite 904 Nein York,NI'10001 a . Tel.646 230-9900 Fax 646 230-7400 CIVIL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER STRUCTURAL ENGINEER 181 North 11th Street,Ste.406 Brooklyn,NewYork 11211 Floor finish per Architect t. 212 941-6494 architecture+design ' 3/4"Exposure 1 Grade plywood sub-floor All rights reserved. The above drawings, designs and ideas embodied therein are the property of sull; and shall not be copied, reproduced, disclosed to others or used in connection withany work other than the specified project for which they have been prepared, in whole or in part, without the prior written authorization of su 11. copyright su11 2012 LEMLER RESIDENCE r All/l/ .. 320 BROADWATERS CUTCHOGUE NY 11249 Floor joist-see plan Block web of(2) - SHEET TITLE: for spacing &size adjacent joists SECTIONS AND DETAILS Provide blocking @ APB floor beam - see 4'-0"o.c. between beam plan for size and location & (2) -adjacent joists DATE 10.21 .2016 BSD PROJECT NO: 16191 3� O U � �� DRAWING BY: AYV, JRY Ne CHK-BY: KC, JK ---K --- Section - Typical Flush Framed Floor Beam (1 04 q DWG-NO Scale: N.T.S. S6.0 *°T ft .. O E S 6 ? � _ CADO FILE No: APT 16191-320 Broadwater Road 06 OF 08 AY REVISIONS NO. DESCRIPTIONS DATE 1. FILING SET 10/21/2016 2. COORDINATION SET 03/24/2017 3. FILING SET 03/27/2017 4. COORDINATION SET 04/21/2017 Roof finish per Architect Double rafter @ each collar tie-see plan for size --- 3/4" Exposure 1 Grade Roof finish and ridge plywood sheathing cap per Architect Simpson LSTA 30 @ each rafter Roof finish per Architect -- 3/4" Exposure 1 Grade Refer to plan for rafter size & + + plywood sheathing 3/4" Exposure 1 Grade spacing & coordinate slope + plywood sheathing j with Architectural drawings + + Refer to plan for rafter ++ size and spacing -coordinate ++ slope with Architectural Drawings Q Q Qo o Continuous double Simpson H2A strap top plate @each rafter - 2x6 Studs @ 16'o.c. with 3x8 Collar tie @ 4'-0"o.c. 3/4" Exposure 1 Grade (maximum) plywood sheathing on exterior face Continuous double (4) 5/8" O Thru bolts Ridge beam see plan for size Hanger by Simpson or top plate — approved equal (notch rafter (–a bottom as required) 2x6 Studs @ 16"o.c. with 3/4" Coordinate finish &ceiling sheathing on extderioryfa�ed requirements with Architect LIF Blue Skv Design, Inc. Section - Typical Roof Eave 301 Section - Typical Ridge FramingRequirements 302 Section - Typical Roof Eave 303 .::.::....:. :.::.: .:.:::.:. . . Scale: 1" =1'-0" @Wal/ Scale: 1" = 1'-0" �»� . .- �'`': otlsttltirtg Ert ItZBE'Y.S' 58.0 x S8.0 Scale: 1"= 1'-0 @Wall Sg.Q �' � �; -<-N`Y 121 {Pest 27th Street,Suite I04 New York,NY 10001 Tel.646 230-9900 Fax 646 230-7400 CIVIL ENGINEER Double top plate MECHANICAL ENGINEER Roof rafter on slope beyond Bottom ELECTRICAL ENGINEER IL plate See plan & schedule for strap STRUCTURAL ENGINEER • CS 18 strap 3/4" Plywood information @ 32"o.c. sub-floor (36" long) Floor framingSimpson CS18 beyond (not strap @ 32"o.c. shown for clarity) OUFAEE 181 North 11th Street,Ste.406 Double top plate Brooklyn, NewYork 11211 t.(212)941-6494 architecture+design Refer to plan for header size Bottom nailer as required Refer to plan Typical wall All rights reserved. The above drawings, designs and property ideas embodied therein are theof sull; and LSTA18 strap Toottstuds for & bottom size nailer shall not be copied, reproduced, disclosed to others or Simpson studs Typical wall as required used in connection withany work other than the Header post Header post specified project for which they have been prepared, in 8'-0' MaxSimpson LSTA18 whole or in part, without the prior written authorization strap this side only of su11. Oc copynght Bull 2012 8'-0" o.c. Max LEMLER RESIDENCE Note: Where header greater than 8'-0" long 320 BROADWATERS use strap each side of posts (4 total per header). CUTCHOGUE NY 11249 Note: Where header greater than 8'-0"long use SHEET TITLE: strap each side of posts (4 total per header). SECTIONS AND DETAILS Elevation - Typical 1 st Floor Header To Post Strapping 304 Elevation - Typical 2nd Floor Header To Post Strapping 305 Scale: N.T.S. Where Required/View From Exterior8.0 Scale: N.T.S. Where Required/View From Exterior S8,0 DATE: 10.21.2016 � � €�'`�>, BSD PROJECT NO: 16191 f NEW ff `.� DRAWING BY: AYV, JRY s S CHK-BY: KC JK �.u44 �, }y DWG-NO.. S 8 . 0 * 78%.'% CADO FILE No: 16191-320 Broadwater Road 08 OF 08