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HomeMy WebLinkAbout41876-Z Town of Southold 1/3/2019 a P.O.Box 1179 53095 Main Rd �4Aj� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40144 Date: 1/3/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3575 Wells Rd, Peconic SCTM#: 473889 Sec/Block/Lot: 86.-2-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/26/2017 pursuant to which Building Permit No. 41876 dated 8/10/2017 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 covered front and rear porches, screened porch, terraces, second floor roof deck, unfinished basement, attached garage and outdoor shower stall as applied for. The certificate is issued to Serling,Robert. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0015 3/21/2018 ELECTRICAL CERTIFICATE NO. 41876 12/20/2018 PLUMBERS CERTIFICATION DATED 11/15/2018 a N GeMe Berry t o d ignature �Q�O USF®1'�idGy Town of Southold 1/3/2019 P.O.Box 1179 cm 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40145 Date: 1/3/2019 THIS CERTIFIES that the building SHED Location of Property: 3575 Wells Rd, Peconic SCTM#: 473889 Sec/Block/Lot: 86.-2-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/26/2017 pursuant to which Building Permit No. 41876 dated 8/10/2017 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: accessory shed as applied for. The certificate is issued to Serling,Robert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED \VA N�V A ut o ' d Signature g�FFnt��, TOWN OF SOUTHOLD BUILDING DEPARTMENT N TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41876 Date: 8/10/2017 Permission is hereby granted to: Serling, Robert 104 Roxen Rd Rockville Centre, NY 11570 To: construct single-family dwelling as applied for per SCHD, Trustees & DEC approvals and to construct alterations to existing accessory shed as applied for with flood permit. Two CO's will be required simultaneously. At premises located at: 3575 Wells Rd, Peconic SCTM # 473889 Sec/Block/Lot# 86.-2-10 Pursuant to application dated 7/26/2017 and approved by the Building Inspector. To expire on 2/9/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,923.20 CO -NEW DWELLING $50.00 ACCESSORY $100.00 Flood Permit $100.00 CO -ACCESSORY BUILDING $50.00 MhTotal: $3,223.20 t>t ding 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 fr-oin 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 I%lead. 5. Conunercial 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, Swinuning 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. July 25 2017 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 3575 Wells Road Peconic House No_ Street Hamlet Owner or Owners of Property: Robert Serling Suffolk County Tax Map No 1000,Section 86 Block 02 Lot 10 Subdivision I Filed Map. Lot: Permit No. o_Date of Pennit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X /(check one Fee Submitted: $ ppli 't�Signat«re Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ;41% � �® roger.riche rt(a)_town.south olCl.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, Robert Serling Address: 3757 Wells Rd City- Peconic St. New York Zip- 11958 Building Permit#* 41876 Section. 86 Block 2 Lot- 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA: G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 87 Ceiling Fixtures 50 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 12 Wall Fixtures 13 Smoke Detectors Main Panel 200a A/C Condenser 3 Single Recpt 2 Recessed Fixtures 21 CO Detectors Sub Panel 100a A/C Blower 3 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN100 Dryer Recpt 30 2 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 4-bath fans, 2-paddle fans, range hood, chandelier lift, dock power pedistal-30a, shed-3-recp-1-gfci, 12-ARC Fault circuit breakers, 1-GFCI circuit breaker Notes Inspector Signature: _ -� Date: December20 2018 81-Cert Electrical Compliance Form As Town Hall,53095 Main Road '� Pax(631)765-9502 P.O.Bos 1I79 �� ,� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT D �2 DD NOV 1 6 2018 CERTIFICATION BUH D ElG DEFT. TOWN Old SOU THOLD Date: 'Y' /'q Buildings Permit No. LF 26 Owner: S25-&L/Aj• (, (please print) Plumber.• 6LU (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P lu 6ibers Si e) Sworn to before me this day of—� Ad , 20_Z_L Notaq Public9 9 �01�1 �ap5�:`-£�i:I u�..t4:{�`:a�✓Cij�18� } TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthForkxet PERMIT NO. 76 7kCheck Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 1 Storm-Water Assessment Form Contact: Approved C/ 9/ '201-1 Mail to: Disapproved a/c I n Phone: 631 734-6405 Expiration 20 D V F2, Bu in ector v PLICATION FOR BUILDING PERMIT JUL 2 6 2017 Date July 25, , 20 17 INSTRUCTIONS BUMDING DEPT. aTMP19d011fMBe 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 d molition as herein described. The applicant agrees to comply with all applicable law's,ordinances; building code,housing Ede,and reg ons,and to admit authorized inspectors on premises and in building for necessary inspections. ( ' natu applicant or name,if a corporation) 5235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor,electrician, plumber or builder Architect Name of owner of premises Robert Serling (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3575 Wells Road, - ` -Peconic ' House Number Street ":'. S a'".. "' Hamlet , s <' : County Tax Map No. 1000 Section 86 Block, .,�,2�•,: e Lot 10 Subdivision ---- ' Filed.M4p,No: -- Lot ---- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE /Vacant due to fire b. Intended use and occupancy 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ---- Fee --- (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor ----- If garage, number of cars 1 car attached 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. ---- 7. Dimensions of existing structures, if any: Front --- Rear Depth Height --- Number of Stories --- Dimensions of same structure with alterations or additions: Front ---- Depth Height Number of StoriesLj Jr9 8. Dimensions of entire new construction: Front 62'-9" Rear 70'-3" Depth's 0X52'=2 __� Height a9 o `' Number of Stories 79.54' 129.04' 162.97" 9. Size of lot: Front Rear Depth , 10. Date of Purchase 2013 Name of Former Owner- 11. wner1l. Zone or use district in which premises are situated R - 40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO, X Will excess fill be removed from premises?YES NO X Robert'Serling 104 R xe Road 14. Names of Owner of premises Address Roc vMe Ctr,NY1151fhone No. 516255-9000 Name of Architect Nancy Steelman Address 25235 Main Road Phone No 714R40.9; Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. (see attached:Letter of No-Jurisdiction] 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Nancy Steelman being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I day of J11 LAUREN M MCKISSIC otary Public No.01 MC6342308-STATE OF ignature of Applicant Qualified in Suffolk County X n,7 My Commission Expires May 23,2020 I��� pF SOpr cOUNi'�Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -- REMARKS: ti�w _ah/ oy--� r DATE / 3 INSPECTOR pf SOUT'yo �1y00UM'�,ac� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [FOUNDATION 2ND A/p [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R MARK DATE INSPECTOR BOE SOblh, UPlT'�,� TOWN OF SOUTHOLD- BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST _ ROUGKPLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: rvl;r".t- flvwlb hot DATEMF INSPECTOR OF SOUL TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 7ROUGH ION [ ] FOUNDATION 1ST PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) EMARKS: \KSo60LPlrVA 014v�_ DATE INSPECTOR oapF3W)y�. TOWN OF SOUTNOLD BUILDING DEPT. cm765-1802 INSPECTION [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [CAULKING REMARKS: evil 1-40?� OF—V/– Ink Y � eu✓ a— VA V if) 1 s oo' 4 DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULA [ ] FRAMING /STRAPPING [ FINA d00 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONQj n[ ] CAULKING . REMARKS:na. �l S N�/ twe� `h,,'I� Ivo✓ ��S�� •v, �� OK/ AaX- 4--Df,N4t, �✓ r pig. l PAVE, SIVA DATE INSPECTOR hO��pf SOUIyo�O # TOWN OF SOUTHOLD BUILDING DEPT. `ycOUKn��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. j J 7� FOUNDATION 2ND INSULATION '7 l [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �' � �� INSPECTOR �,�' 'b� '-P J�7 DE C(f,1 E UV[E DD Gordon Grant, HERS Rater DEC 2 0 2018 East Hampton,NY 11937 o-631-324-0858 DIIUI;9ZJ�1�71 ?-DTI-P, c-516-380-4820 TOWN OF S®U-0s31D gmgrant@gmail.com December 19, 2018 Michael J. Verity Chief Building Inspector Southold Town Building Dept. 54375 Route 25 Southold, NY 11971 RE: 3575 Wells Road, Peconic-Duct Leakage Mr.Verity, A duct leakage test was conducted on the 1st floor duct system of the home at 3575 Wells Road in Peconic, December 19, 2018. The leakage of the system was 88 cfm at 25pa, under the allowable limit of 131 com @ 25pa. The test was conducted in accordance with R403.3.3. of the,TECC. The second floor duct system was not tested, as all ducts and air handlers are located within the thermal envelope. Thank you. Gordon Grant, HERS Rater RESNET ID# 3523544 1 - � i � ?� S�2 � iis6 D DEC 2 0 2018 Gordon Grant, HERS hater East Hampton,NY 11937 o- 631-324-0858 OWN of SOUTHOLD c-516-380-4820 gmgrant@gmail.com December 19, 2018 Michael J.Verity Chief Building Inspector Southold Town Building Dept. 54375-Route 25 Southold, NY 11971 RE: 3575 Wells Road, Peconic- Envelope Leakage Mr.Verity, Attached please find a printed report showing the results of an envelope leakage test of the home at 3575 Wells Road in Peconic, conducted December 19, 2018. The leakage of the home was 2.98 @ ACH50. The test was conducted in accordance with R402.4.1.2 of the IECC. Thank you. Gordon Grant, HERS Rater RESNET ID# 3523544 r Envelope Leakage Test Testing Company: Technician: Name: Gordon Grant Name: Gordon Grant Address: 9 Oak Ledge La Credentials: RESNET ID#3523544 East Hampton , NY 11937 Email: gmgrant@gmail.com Phone: 631-324-0858 Building Information: Customer Information: Project ID: 3575 Wells Road Name: Burger Construction Address: 3575 Wells Road Address: PO Box 934 Peconic, NY 11958 Cutchogue, NY 11935 Geo-Tag Data: Latitude: Phone: 631-734-5217 Longitude: Email: burgerconstruct@aol.com Timestamp: Test Results: Measured Leakage: 1,970.4 CFM50 Test ID: Envelope Leakage 121918b Purpose of Test: RESNET Multi-Pt Env. Leakage Measured ACH50: 2.98 (+/- 6.1%) Effective Leakage Area: 106.6 int Building Volume: 39,684.0 ft- Enclosure Surface Area: 0.0 ft' Flow Coefficient (C): 151.2 (+/-22.0%) Exponent (n): 0.656 (+/-0.065) Correlation Coefficient: 0.99857 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 68 OF Outdoor Temp: 30 OF Altitude: 10.0 ft ' Time Average Period: 10 seconds Test Date and Time: 2018-12-19 11:23:01 O Depressurize — 2000 N s Ca 1000 -1 _ a) 666- 1- 800 00- 1_800 700 - 600 .. .; m 500 - - 400 300- 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) l Envelope Leakage Test (Page 2) Test Readings: Target (Pa) Bldg(Pa) Adj Bldg(Pa) Fan (Pa) Flow (cfm) Config Baseline -4.5 -60.0 -64.1 -59.6 -25.8 2,473.6 Open Fan -48.0 -51.2 -46.7 -121.0 1,970.0 Ring A -35.0 -41.3 -36.7 -87.6 1,683.2 Ring A -23.0 -27.0 -22.5 -45.9 1,228.2 Ring A -10.0 -11.8 -7.2 -102.6 601.8 Ring B Test Equipment: Flow Device: Model 3 Fan Serial#: 30620 Pressure Gauge: DG700 Serial#: 34580 Calibration Date: 2018-03-09 Deviations from Standard: • None Comments: Gordon Grant, HERS Rater, RTIN# 3523544 raY Foam L.oSP scs D 9 Q ; PO Box 408 Mastic, NY 0950 01-742-9WG JUN 2 8 2018 License*49874-H GFKTIFIGATE OF INSULATIONSUYB.DING DEIPT. TOj�IN 0-p qr);,ITff0LD JOB INFO:_A-A // �- DATE OF INSTALLATION: 3sgs_ L of /04�7 c® -j-lts-e Aitic I;oo" Exterior Walls TYPE INCHES K-VALUE. TYPE INCHES K VALUE OPEN CELL FOAM OPEN CELL FOAM CLOSED CELL FOAM CLOSED CELL FOAM J/,_ y r FIBERCGLASS FIBEKCGLASS CELLULOSE ______ CELLULOSE Cellar Ge ng Gravel Space TYPE INCHES K-VALUE TYPE INCHES K VALUE OPEN CELL FOAM _____ _____ OPEN GELL FOAM _____ CLOSED CELL FOAM _____ CLOSED CELL FOAM _____ _____ FIBERGLASS ___-- FIBERGLASSCELLULOSE CELLULOSE CELLULOSE :3 - FIRE CAULKED TO CODE DATE OF INSTALLATION - FRE BLOCKED TO GODS DATE OF IINSTArLLATION AR SEAL SUBSfATE TO CODE DATE OF INSTALLATION w, f�'u thatthe residence re-Pe renced above was insulafed as per sled proposal by builder/homeowner, and the irisi-allation as conducted in con-Pormance to applicable codes and standards and regulations AU MOREED 96NATUKE 1 1 • • COMMENTSI 1 � ------------------------------------ FOUNDATION (2ND) WA POW A V1WALROUGH FRAMING& IN I .. ` 'lam!► =tea� Y�T�f' �, " PLUMBING INSULATION . I � 4 ry =0 IPA - A -if - J,i Pill 1111I ADDITIONXI,COMMENTS \►\E I 'l_mom s I ♦ FYI i • 5:�� ' i + , Ole", vow'.­ BOARD OF SOUTHOLD TOWN TRUSTEES `�';;' I SOUTHOLD, NEW YORK %"B PERMIT NO. 8946 DATE: JANUARY 18,2017 ISSUED TO: ROBERT SERLING PROPERTY ADDRESS: 3575 WELLS ROAD,PECONIC SCTM# 1000-86-2-10 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 7 zf accordance with the Resolution of the Board of Taistees adopted at the meeting held on January 18,20L,and in consideration of application fee in the sum of$250.00 paid by Robert Serling and subject to the Term, and rizes and permits the Conditions as stated in the Resolution, the Southold Town Board of Trustees autho following: wo R Wetland Permit to construct a two-story,single-family 2,276sq.ft(footprint)dwelling with attached garage,600sq.ft.of covered and screened-in seaward side porches; 139sq.ft.covered entry porch; 684sq.ft.seaward side on-grade terrace; 183sq.ft.on-grade terrace on side of dwelling; renovate the existing 107sq.ft.shed;remove existing and install a new sanitary system landward of dwelling;install gutters to leaders to dr ells to contain roof runoff; install V I drywell for proposed driveway;install underground electric and water lines;install and perpetually maintain a 10'wide non-turf buffer along the landward edge of the bulkhead; and MJz a line of silt fencing is to be installed prior to and during construction; and as depicted on the site plan prepared by Samuels&Steelman Architects,dated December 13,2016,and stamped approved on January 18,2017. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Cz Charled J. Sanders�/ !moi/ 4,� i �� �� � I�/ \ l�✓r - EQJW �"� `' �•\� "'�;sm � ,.f- �^� �-,.�%.v` � � ter: ..'_ �.t ' •��% �:� t Michael J.Domino,President *QF SOUJy Town Hall Annex 54375 Route 25 John M.Bredemeyer III,Vice-President P.O. Box 1179 Glenn Goldsmith Southold, New York 11971 1 A.Nicholas Krupski CA Te p e(63.J),-76-5,18,9,2 Greg Williams L coums JAN 3' 2019 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1548C Date: January 2,2019 THIS CERTIFIES that the construction of a two-storms single-family 2,276sq.ft(footprint) dwelling with attached garage, 600sq.ft. of covered and screened-in seaward side porches; 139sq.ft. covered egtly porch-, 684sq.ft. seaward side on-grade terrace; 183sq.ft. on-grade terrace on side of dwelling-,renovate the existing 107sq.ft. shed; as-built 4'x8' (32 sqft.)outdoor shower connected to an existing drMell; and-for the as built 4'4"xl4' (61 sqft.)basement stair access in lieu of the proposed Bilco stairs-,remove existing and install a new sanitaKy system landward of dwelling; install gutters to leaders to dWyells to contain roof runoff, install domell for proposed driveway' install underground electric and water lines; install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the bulkhead,• and a line of silt fencing is to be installed prior to and during construction; At3575 Wells Road,Peconic; Suffolk County Tax Map#86-2-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 14,2016, pursuant to which Trustees Wetland Permit#8946 Dated January 18,2017,was issued and Amended on January 2,2019 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a two-story, single-family 2,276sq.ft(footprint) dwelling with attached garage, 600sq.ft. of covered and screened-in seaward side porches; 139sq.ft. covered egtly porch-, 684 ft seaward side on-grade terrace; 183sg.ft. on-grade terrace on side of dwelling; renovate the existing 107sq.ft. shed; as-built 4'x8' (32 sqft.)outdoor shower connected to an existing dEywell; and for the as built 4'4"xl4' (61 sqft.)basement stair access in lieu of the proposed Bilco stairs; remove existing and install a new sanitary system landward of dwelling-, install gutters to leaders to domells to contain roof runoff-, install dnywell for proposed driveway install underground electric and water lines; install and perpetually maintain a 10' wide non-turf buffer along.the landward edge of the bulkhead; and a line of silt fencing is to be installed prior to and during construction. The certificate is issued to ROBERT SERLING owner of the aforesaid property. Authorized Signature i i Adk NEW YORK STATE DEPAR�ENT OF ENVIRONMENTAL CONSERVAI-rON -low Facility DEC ID 1-4738-01529 PERMIT Under the )Environmental Conservation Ldw ECL Permittee and Facility Information Permit Issued To: Facility: ROBERT SERLING SERLING PROPERTY 104 ROXEN RD 3575 WELLS RDISCTM 1000-86-2-10 ROCKVILLE CENTRE,NY 11570 PECONIC,NY 11958 Facility Application Contact: SAMUELS,& STEELMAN ARCHITECTS 25235 MAIN RD CUTCHOGUE,NY 11935 (631) 734-6405 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: PECONIC Facility Principal Reference Point: NYTM-E: 714.575 NYTM-N: 4545.697 Latitude: 41°02'03.3" Longitude: 72°26'50.7" A4hgi5 Sq. ctivity: Remove foundation, regrade, and construct anew single family,dwelling with,;, associated porches,pervious'driveway, utilities,drywells, and septic system in location of former'storm damaged house,all-as°sliown on the attachd plans prepared by Nancy L. Steeman, dated 12/13/16; stamped_,"NYSDEC Approved" on 2/27/17. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-01529/00010 New Permit Effective Date: 2/28/2017 Expiration Date:2/27/2022 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions included as part of this permit. Permit Administrator:ROGER EVANS, Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Bro ,NY 11790-3409 Authorized Signature: Date 3 / 3 /LZ Page 1 of 6 Am NEW YORK STATE DEPAR ._TENT OF ENVIRONMENTAL CONSERVAI-rON Facility DEC ID 1-4738-01529 Distribution List SAMUELS& STEELMAN ARCHITECTS Marine Habitat Protection KEVIN A KISPERT Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Site Plan 12/13/2616 NATURAL RESOURCE PERMIT CONDITIONS - Apply twthe-Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in-strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nancy L. Steeman, dated 12/13/16, stamped "NYSDEC Approved" on 2/27/17. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 4. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 2 of 6 10boi NEW YORK STATE DEPAR--<ENT OF ENVIRONMENTAL CONSERVAYTON Facility DEC ID 1-4738-01529 6. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 9. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 30 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 10. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 50 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 11. Driveway/Parking-Area of-Pervious-Material. Driveway and-parking areas shall be constructed of NYSDEC-approved pervious materials. 12. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high.groundwater. 13. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 14. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation,or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 r� NEW YORK STATE DEPART1.r�NT OF ENVIRONMENTAL CONSERVA1'r0N Now Facility DEC ID 1-4738-01529 15. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 16. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels,solvents, lubricants,epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 17. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from fufure operations undertaken by the State for the conservation or improvement of navigation,or for•other purposes -And no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits- 1. FacilityTnspeetibn b'y'The'Department The-permitted`site''br`facility"' iricluding'r•elevan-records, is subject to inspection at..reasonable hours and intervals by an authorized representative of they Department of Environmental Conservation(the Department)to determine whether the,perhiittee is complying with this permit and the ECL. Such representative may order the work•suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy'of this permit, including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit-upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind;any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. Page 4 of 6 AM tub.i NEW YORK STATE DEPARTmrc.NT OF ENVIRONMENTAL CONSERVA"RvN Facility DEC ID 1-4738-01529 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b-. failure by the permittee to comply with any terms or conditions of the permit; c: 'exceeding the scope of the project as desbribeXd'iii'tlie'permiYapplication; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 NEW YORK STATE DEPARTM-ENT OF ENVIRONMENTAL CONSERVATMN Facility DEC ID 1-4738-0129 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing,its independent contractors,employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible fo'r obtaining any other permits,approvals, lands, easements and rights-of- way ights-of way that.may be required to carry out the activities that are authorized by this permit. Item D: No Right to'Trespass or Interfere with Riparian'Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of anyxights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 Scott A. Russell 6�p 5`]F01R,-- WA,`]F1E1R. SUPERVISOR � i I��1[A\I�A\�G IEM]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 �^ 53095 Main Road-SOUTHOLD,NEW YORK 11971 0 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) � ❑❑ A. Clearing, grubbing, grading or stripping of land which affects more i than 5,000 square feet of ground surface. ❑Q B, Excavation or filling involving more than 200 cubic yards of material it within any parcel or any contiguous area. ❑❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. x D. Site preparation within 100 feet Of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ E. Site preparation within the one-hundred-year f loodplain as depicted ( { on FIRM Map of any watercourse. Q❑ F. 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, STOPS Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. Date. 10 M T C. . . *: 00 APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S. Ns j trict NAT: Nam0ySte an 86 02 10 7/25/2017 Section Block Lot ( { **** 61 FOR BUILDING DEPARTMENT USE ONLY Contact In tion 7346405 **** ? I f 3 Referhanr Num6r,1 { } Reviewed By: j i — — — — — — — — — — — — — — — — { { - - - - - - -Date_ '� ✓j 1 Property Address/Location of Construction Work: — — — — — — — — I 3575 Wells Road ❑ Approved for processing Building Permit. 1 Stormwater Management Control Plan Not Required. I Peconic, NY 11958 I • � ® Stormwater Management Control Plan is Required. I E ,) ' I (Forward to Engtneermg Department for Review.) FORIvt � SMCP-TO5 MAY 2014 APPLICANT: S.C.T.M.#: 1000CHAPTER 236 (Property owner.Design Prolessional,Agent.Contractor.Other) — 00S1111q 4- 86 02 10 Stormwater Management Control Plan CHECK LIST NAM , N ey Steelman Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: ° * The applicant must provide a Complete Explanation and/or Reason foi not providing 7346405 7/25/2017all Information that has been Required by lite following Cliecklisti y Tekptrne Nundrr I. A 4e Plan drawn to scale Not Less that 60'to the inch MUST YE I NO I NA If You answered No or NA to any Item,Please Provide Justification Herel show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries 0 b. Total Site Acreage. x 0 c. Existing-Natural&Man Made Features within 500 L.F. x SEDIMENT CONTRO of the Site Boundary as required by§236-m . S ati include but not be limi e o) d. Test Hole Data Indicaung Soil Characteristics&Depth to Ground Water. X A well maintained e. Limits of Clearing&Area of Proposed Land Disturbance. X t Wir r f. Existing&Proposed Contours of the Site (Minimum z Intervals) X � Seeding of exposed and/o,r g. Location of all existing&proposed structures, roads, X driveways,sidewalks, drainage improvements&utilities. DING h. Spot Grades&Finish Floor Elevations for all existing& X S0IJ & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. IF X IF-1 no swimming pool proposed 1. Location of proposed Soil Stockpile Area(s). x k. Location of'proposed Construction Entrance/Staging Area(s). X j== 1. Location of proposed concrete washout area(s). x 1== M. Location of all proposed erosion&sediment control measures. �� DRAINAGE INSPECTIONS A6i REWIRED 2. Stormwater Management Control Plan must include Calculations showing Contact TOS Engineering at 765-1560 before that the stormwater improvements are sized to capture,store,and infiltrate garkfill., OR ProvideEngineer's Certification on-site the run-off from all impervious surfaces generated by a two(21 inch =X1=1= rainfall/storm evens. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. X 0 b. Construction Entrance&Site Access. 0 X existing site entty driveway c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) F--]F—R-11 not required " FOR ENGINEERI 3 DEPA M• tT USE ONLY'"' Reviewed& O Additional Information is Required. i Stormwater Management Control Plan s Not Complete. ii AAProvedBy: — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete. Date: ® SMCP has been-approved by the Engineering Department.) Ci-- ------------- ----- - - - FORM # SWC heck List -TOS MAY 2014 I �Of S!�fjjy 1 Town Hall Annex 54375 Main Road : Telephone(631)765-1802 FAkx P.O.Box 1179 • n Q roper richert ci)lo ri So765-lt�r101tl ny us Southold,NY 11971-0959 f, BUILDING DEPARTMENT TOWN OF,SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: S/ VIP S'6/6 i JOBSITE INFORMATION: (*Indicates required information) *Name: Com- *Address: *Cross Street: 2 t a a *Phone No.: G-11 73y - S�17 Permit No.: Tax-Map District: 3000 Section: Block:�_ Lot: *BRILF DESCRIPTION OF WORK(Please Print Clearly) /✓�caJ ,2�s����cr � (Please-Circle All That Apply) *Is job ready for inspection: ! YES NO *Do you need a Temp Certifrca#e: Rough In Fina! YES NO - I Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 204 300 350 400 Other �i� Re-connect Underground Number of Meters t' Change of Servi Ov nibead Additional I €ormation: PAYMENT DUE W1TH APPLICATIO D Elva I d i .A DD - 0 2047 82-Request for rnspecUon Form $UII,DING DEPT. TOWN OF SOUTDOLD 10- 10-I-) r I mvf) H;111 5-1095 Mull, j-Wi'I4 T. TERRY l�� �.� P o. nr,x 1 17() ? Y TOWN CLERK7 t' � ter''•' Southold Ncv. Yiirk 1 1 .y , Fax (5 1 01 765.1 R� I�:GISfR/�R Or /ITN_S7-nT1$IICS --, O� TcicNlic�nc (5 16) M5. 1 MARRIAor OrrICI:R ����1 = jib RECORDS MANAOEMENT OFFICER FREEDOM OF INFORJAA'ION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of., the Code of the Town of Southold: "Floodplain Development. Permit 7 application" (FDP(93) ] , and "Certificate of Compliance Fcir Devellc%pment in Special Flood Hazard Area (C/C(93)] . .l I ' 6L.VV. �JLrT TOV%'id OF SOJ-PiOLD Adth T . Terr Y Southold Town Clerk August 25 , 1993 APPLICATION rY� f PACE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEti'CLOPMDNT PDf MIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and si2n)- i. No work may start until a permit is issued. 2 The permit may be revoked if any false statcmcats are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if bo work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT •L STA MENTS HEREIN AND IN ATTACH1vfENTS TO _ THIS APPLICATION ARE,TO THE EST OF TWO DGE,TRUE AND ACCURATE. ._ Ifs (APPLICANTS SIGNATURE_). DATE /SECTION 2: PROPOSED DEYELOPI;YIENT �c comel_tcd by APPLICANII NAME ADDRESS TELEPHO`LIE APPLICANT BUILDER ENGINEER PROJECT LOCATION: To avoid delay in pro-C=ng the application, please provide cnouvb information to easily identify the project location- Provide the suet( address, lot number or leg-a] description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known Landmark. A sketch attached to this application sbov img the project location would be hclpfW. FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes) A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE New Structure ❑ Residential (1-4 Family) Addition O Residential (More than 4 Family) `Alteration ❑ Noo-residential (FloodprooCmg? ❑ Yes) ❑ Relocation ❑ Combined Usc (Residential & Commercial) ❑ Demolition" P ❑ Manufac[ured (Mobile) Home (In Manu- 0 Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECT S ?0TQQ® B. OTHER DEVELOPMENT ACTIVITIES: F1 ❑ Fill ❑ Mining ❑ Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) j ❑ Roark, Street or Bridge Construction /� [ISuh�division (New or Expansion) / / ❑ [dual Water or Sewer System J G Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3 FLOODPLAIN DETERMINATION (To be complctcd by LOCAL ADNf[MSTRATORI The proposed development is located on FIRM Pancl No. Dated The Proposed Development: ❑ Is BIOS located in a Special Flood Hazard Arca (Notify the appbcant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PES IS REQUIRED). ❑ Ls located in a Special Flood Hazard Arca. FTRM zone designation is 100-Year flood elevation a[ the silt is:" Ft. NGVD (MSL) O UoavaiJablc ❑ The proposed development is localcd to a floodway FBFM Pagel No Dated ❑ Scc Sccuon 4 (or additional iostructiom SIGNED DATE t i APPLICATION # PAGE 3 OF 4 SECTION 4• ADDITI NAL INFORMATION RE UIRED To he completed by L CALADM1NIST-RATOR The appficanl must submit the documents checked below before the application can be processed. O A site plan showing the location of all existing structures, water bodies, adjaceot roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the fust floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 arses,whichever is the lesser, the applicant must provide 100-year flood elevations if they are, not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). Ft:NGVD MSL . For O Ftoodproofing protection Ievel (non-residential only) (MSL). floodproofed structures,/%applicant must attach certification from registered engineer or - architect. / O Certification from fregistercd engineer that the proposed act_Nit�in a regulatory Qoodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. O Other. SECTION 5 PERMIT DETERMINATION fTo be, competed by LOt;AL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B. f7 Is not in conformance with provisions of Local Law i , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Development Permit upon payment of designated (cc. If BOX B 15 chcckcd, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an appUcalion to the Local Administrator or may request a bearing from (be Board of Appeals • APPLICATION W PAGE 4OF4 APPFALLS Appealed to Board of Appeals? O Ycs ❑ No Hearing date: Appeals _"" *jjV16v,;d4—G Yes 9 NO Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comiplianee is issued The following information must be provided for project structures. This section muss be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal Hieh Hazard Areas• bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 'L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL)_ NOT' : Any work performed prior to submittal of the above information is at the risk;if the Appl/icanl. SECTION 7 COMPLIANCE ACTION (To be compacted by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oo inspcctioa of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO ,SECTION >z C'ERTIFIC'ATE OF COMPI IANC EI[fo be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment B CERTIFICATE PF COMPLIANCE for Development in a Special Flood Hazard Area Jy a J' TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZAIW AREA (())4[ Eg M11ST IrTATN THIS C'E'RTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O Ej(ISTING BUILDING j 0 VACA.NI' LAND ' f � THE LOCAL A.DMINISTRA.TOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH `I'IIE REQU'REMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) S A M U E L S & S T E E L M A N July 25, 2017 Southold Town Building Department Main Road Southold, NY 11971 Re: Serling Residence 3575 Wells Road, Peconic, NY 11958 We would like to apply for a Southold Town Building Permit for the Serling Residence. This project is for construction of a new two story house, and sanitary system. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Red-stamped SCDHS permit 4. Southold Town Sanitary permit 5. Southold Trustees permit 6. NYS DEC permit 7. Erosion, Sedimentation & Storm-Water Run-off Assessment Form 8. Two (2) sets of Stormwater Management Plans 9. REScheck Version 4.6.3 Compliance Certificate 10. Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Sincere y, X s and Ste I an Architects S elman, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects Fax (631) 734 6407 TRAAWs i ML To: Southold Building From: Nancy Steelman Depadment gesso P®Box 1179 Datm Decemberl3,2018 SoWhold,NY 11971 CC: Re: Seding Residence � Pernik#41876 ( Urgent X For Resew ( Please Comment ( Please Reply Description: Please accept the enclosed check for the additional fee for Bldg. Permit #41876 due to Increase Area (as built). Thank you. INCLUDED: Check for $48.00 FOR: Robert Serling 3575 Wells Road, Peconic Bldg. 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Up <ardt . ,. o ` I C ; . x Y � ,.rte- � ,, • .e u `M i �u C�L � � �w r .r: �It 1 ri I s I kL STORMWATER POLLUTION PREVENTION NOTES EXISTING TREES ENT STORM WATER RUNOFF CONTROL MEASURE TO REMAIN -:RIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE TEMPORARY ER0510 ED activities for this project will consist of: CONTROL MEASURES � !n of temporary erosion control measures (silt fence barriers), see detail 3 PROPOSED SILT FENCE of trees and brush in areas shown on Site Plan DURING CONSTRUCTION � n of the driveway stabilized construction entrance, see detail 2 m for a new building foundation (+/-3 ft below finished grade) SEE DETAIL 5-51=2 tion of a new foundation tion of the new residence ing from the public road to the area around the proposed building ' tion of underground electric and utility lines from the utility pole at the road to the new building tion of a new underground water line from the public water main under the road to the new PERMANENT STOR m of the septic system WATER RUNOFF CONTROL in of on site drainage structures (permanent storm water runoff control measures), see MEASURE NEW DRYLL 'P2 W/ MTL GRATE TYPICAL ;i�-AL in of underground piping from gutters and downspouts to the drainage structures SEE DETAIL I-5P2 d grading of soil above drainage structures tion of new terraces tion of new driveway and parking areas including grading and driveway surfacing m t PROPOSED NEW SEPTIC SYSTEM new landscaping plants, lawns FOR A 5 BEDROOM RESIDENCE of the temporary erosion control measures — (1) 1200 GAL SEPTIC TANK (ST) 16,419 SQ. FT. =0.376 AC. IO FTDIA x2FTLD — DIA(rj) 8c X 2' HIGH tion: See test hole 8 ters: Peconic Bay LEACHING POOL (LP) ,A — FUTURE LOCATION FOR ' I CONTROL MEASURES (3) 5' DIA x 2' HIGH with the provisions of the Town of Southold, chapter 236, storm water management and LEACHING POOL (EXP) ;I :diment control measures including, but not limited to, the following shall be employed during I ; EXISTING TREE5 3etation to remain shall be protected (by installation of construction fence or other approved TO REMA I N J shall remain undisturbed. d Grading shall be scheduled so as to minimize the extent of exposed areas and the length of I •eas are exposed. A maximum of 1 acre shall be disturbed at one time unless written is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the LIMITS OF CLEARIN )orary seeding as required. Seed mixtures shall be in accordance with the soil conversation ' Dmmendations. AND' LAND DISTURBANCE hall be seeded within 14 days of exposure, unless construction will begin within 21 days as +/-12, 50 51= s completed, or if construciton on an area is suspended, the area shall be seeded reparation -scarify soil if compacted, remove debris and obsticiles such as roots and stumps. -7 ' iendments to ph 6.0 lize with 6600 lbs of 5-10-10 or equivalent per acre(14 lbs/100 sq. ft.) ' lixtures ' porary seedlings yegrass (annual or perennial) @ 30 lbs. per acre(0.7 lbs per 1,000 sq. ft.) ertified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) us tinter rye if seeding in October/November. 1 ianent seedlings-See Landscaping plans EXISTING TREES nd steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall TO REMAIN ' away from cleared slopes. I all be trapped on the site and not permitted to enter adjacent properties or public roads or •tems. Sediment barriers shall be installed along the limits of disturbance prior to the start of and shall be maintained until construction is complete. ;onstruction entrance shall be maintained to prevent soil and loose debris from being tracked ads. The construction entrance shall be maintained until the site is permanently stabilized. t tracked onto public roads to be removed or cleaned on a daily basis. 311 be retained on site in accordance with local regulations and approvals. Drainage inlets TEMPORARY cite shall be protected from sediment buildup through the use of appropriate inlet protection. ERO51 ON CONTROL -neans shall be used to control dust during construction. MEASURES :rmanent stabilization, paved area shall be cleaned of soil and debris and drainage systems fined and flushed as necessary. PROPOSED 51 LT )r is responsible for inspection and proper maintenance of erosion control measures. FENCE DURING nust be performed every seven calendar days and immediately after periods of rainfall CONSTRUCTION SEE �\ one half inch. Maintenance measures are to include, but are not limited to, cleaning of DETAIL CONSTRUCTION l ;ins, sediment traps and drywells, cleaning and repair of 11 •riers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. ruction, the contractor will comply with all local regulations concerning the disposal of solid / :bhs and toxic and hazardous waste, as well as sanitary sewer and septic system �� to remain shall b )tected (by installation of construction fence or other approved TO REMAIN •emain undisturbeu. ng shall be scheduled so as to minimize the extent of exposed areas and the length of ' exposed.A maximum of 1 acre shall be disturbed at one time unless written led by the NYSDEC. Graded and stripped areas shall be kept stabilized through the LIMIT5 OF CLEARIN eeding as required. Seed mixtures shall be in accordance with the soil conversation AND LAND D15TURBANCE Dations. seeded within 14 days of exposure, unless construction will begin within 21 days as +/—I2,c1 O 5F eted, or if construciton on an area is suspended, the area shall be seeded ' ion -scarify soil if compacted, remove debris and obsticiles such as roots and stumps. -7 I nts i.0 16600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) ' J ',eedlings ' s (annual or perennial) @ 30 lbs. per acre(0.7 lbs per 1,000 sq. ft.) 'Aroostook"winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq.ft.) us 'e if seeding in October/November. seedlings-See Landscaping plans EXI5TING TREE5 :pness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall TO REMAIN )m cleared slopes. ' rapped on the site and not permitted to enter adjacent properties or public roads or , Sediment barriers shall be installed along the limits of disturbance prior to the start of all be maintained until construction is complete. ction entrance shall be maintained to prevent soil and loose debris from being tracked ie construction entrance shall be maintained until the site is permanently stabilized. ad onto public roads to be removed or cleaned on a daily basis. atained on site in accordance with local regulations and approvals. Drainage inlets TEMFORARNr ill be protected from sediment buildup through the use of appropriate inlet protection. ER05I ON CONTROL shall be used to control dust during construction. MEA5URE5 . nt stabilization, paved area shall be cleaned of soil and debris and drainage systems id flushed as necessary. FROF05ED SILT _ aponsible for inspection and proper maintenance of erosion control measures. FENCE DURING performed every seven calendar days and immediately after periods of rainfall CON5TRUCTI ON 5EE \` If inch. Maintenance measures are to include, but are not limited to, cleaning of DETAIL 5-5F2 !diment traps and drywells, cleaning and repair of 11 epair of berms and runoff diverters, and cleaning and repair of inlet protection devices. the contractor will comply with all local regulations concerning the disposal of solid id toxic and hazardous waste, as well as sanitary sewer and septic system rary fencing,shall be erected as shown on Site Plan along with the placement of d the buildup of debris. The contractor shall periodically clean up any debris •` the temporary fence and empty the dumpsters regularly. \ ,ort any required modifications to the SWPPP necessitated by field conditions or �o the Engineer/Architect for revision of the SWPPP where appropriate. CONSTRUCTION AND WASTE MATERIALS STORED ON SITE shall include concrete wood forms, building lumber and associated metal . ;oncrete septic/drainage structures, prefabricated building components (windows, r ig materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), At and rigid insulation, piping for plumbing, outdoor paving materials. .71 include demolition materials from the existing building structure, unused building EDGE OF trash from construction workers meals and drinks. Project site shall have a WETLANDS marerials will be temporarily stored and dumpster shall be emptied weekly by a 1y XI - v !V B REi` ►GE CALCULATIONS IDENCE (DW-A) :EA x RAINFALL x RUNOFF FACTOR �5 5F x (2/12 FT) x 1.0 = 5a I GU. FT. 2 (4) 8' DIAMETER x 4' 141614 POOL ' X 4' STORM DRAIN RING = 675.6 GU. FT. O CO S27050'22"W PROVIDED REQUIRED : 615.6 GU. FT. > 511 CU. FT. r- � /SWAY (DW-B) D Z :EA x RAINFALL x RUNOFF FACTOR WIRE FENCE YV O 5 5F x (2/12 FT) x 0.1 = 148 GU. FT. FILTER CLOTH '71 1) 8' DIAMETER x 4' HIGH POOL K 4' STORM DRAIN RING = 166.01• GU. FT. PROVIDED REQU I RED 168.01 GU. FT. > 148 GU. FT. SURFACE FILTER CLOTH MIN. DRAINAGE 6" BELOW GRADE FLOW 77 TEMPORARY STORM WATER RUNOFF CONTROL MEASURE SI 3 EROSION & SEDIMENT CONTROL DETAILS i' i WELLS ROAD ' EDGE OF PAVEMENT (PUBLIC WATER IN STREET) / � •1�R11�E1N,4Y-' � j ENTRY TILITY - - - - - - POLE EXI5TIN • PURL I G y INATER =256.60' cn I o` +8.2 L=79.54, Q) ENT - 1w' LP LP STAd j \ ' LP I GONG \8x4 -- - EST, ' I GRIL EL..+�f:8 DRI 5x4 , GR, +8.2 L 5LA5 ELE ENTRY j PORCH , �' DIN '� ---�' _' , ,•.; . ,,; ... . .'�t• I 8x4 ,' I ' NEN I II T�RRACE % 11 t,,=N';w�i='=f `•;oei>�s�,�'.u'p:f?i';ir;;>ts,t� ;n,,�,. �>.et;. ,�si•,e;?%,',i"a„3,�:�;�r,;,�,s,,,:,,•r.'a.�.,�t;.,�;."•nf, ,,n,,,.,.• �y�c'wa'���,,• ''}�„a, I 4 hrF, ,,r•rr ,v,. .'YJ:. •, �f.�y}`•. w�tr �,'•f , •• NEW ,.., 1 COVERED y 50REEN I • PORCH NEYq COVERED PORGY C.8+ +10.3 ON �� 1 -7.2 1 � .` � AFL'.�`�'bG{�, ,�•�� ENTRY r PORCH a I - .t: . � �.� a.,;,";C;:r;;�;n$,i•vR••dn'nv.4x),+•.n.;.��; ,,.,nn,•i'.n.g.n,v,�.i�'v•�•;,•`,.q��;ti••"n')�,�i�+.i'i.;,n,;,,i.`.,,., ,.:•:.• •.•9v\J:!•.v,,x:1 , v+ ,,x „ v �• , , , ,v, .v i 6x4 .,, x ' NEA I 1 • 10, 1 1 �,;)t.�ie.,�;`;)`;�"aZ>;�., ,,A,y.;,^..x"R)�•t�) :yt;;• )�1, : J,••t,•cM,, };r•tw,ao-i a�)�,i,.,;j". •,,,, `)J�.f;,; , aa.c. NEw L , COVERED 1 SCREEN . , . � � .- . •� I � 1 ; PORCH ;,) • , •8+ NEW COV=RI=D PORGY 1 i I EXI5TIN 51 LT FENCE REGRAD I N A%5 5HOwN X1 G T REN ,ATE I NO URF EEE t 2"W WOOD BULKHEAD (TIE LINE ALONG BULKHEAD) MEAN HIGH WATER ALONG BULKHEAD o 0 RICHMONDSITCRKKK D LAN SCALE: 1 " = 10'-0" r � p O C7 -i STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. Stone size - use 2 inch stone, or reclaimed or recycled concrete equivalent. 2. Length - not less than 50 feet (except on a single residence lot where 30 foot minimum length would apply). 3. Thickness - not less than six (6) inches. 4. Width - twelve (12) foot minimum, but not less than the full width at points where ingress or egress occurs. Twenty-four (24) foot if single entrance to �2 site. UJ 5. Geotextile -will be placed over the entire area prior to placing of stone. O 6. Surface water - all surface water-flowing or diverted toward construction 0 entrances shall be piped beneath the entrance. if piping is impractical, a aED mountable berm with 5:1 slopes will be permitted. 7. Maintenance - the entrance shall be maintained in a condition which will LU WZ prevent tracking or flowing of sediment onto public rights-of-way, all sediment spilled, dropped, washed or tracked onto public rights-of-way must be removed immediately. 8. When washing is required, it shall be done on an area stabilized with stone and which drains into an approved sediment trapping device. 9. Periodic inspection and needed maintenance shall be provided after each Uj rain. 50' MIN COMMERCIAL Of 30' MIN REI DENT I AL EX I5T1 NG I_011 EX15TING Z GROUND PAVEMENT Z II, ,III, ,III, ,III, ,IIITIII 2" STONE OR \—FILTER MOUNTABLE BERM W V RECYCLED CLOTH (OPTIONAL) W CONCRETE PROFILE 50' MIN COMMERCIAL 50' MIN REIDENTIAL ' O 0s z t Z CO W4 X15TIN6 Z LL GROUND ; . M w• L) LO . is ..'• ' .. i... ,i'. ... ... .: � C N F n I j X N N tu 12 MIN. OR MATCH ... .:. ADJACENT ROAD WIDTH p PLAN 50' MIN COMMERCIAL 50' MIN REIDENTIAL EXISTING _OEXISTING Z GROUND PAVEMENT NQ t z 2" STONE OR %—FILTER \\—MOUNTABLE BERM uj RECYCLED CLOTH (OPTIONAL) W CONCRETE PROFILE 0- 50' MIN COMMERCIAL 50' MIN REIDENTIAL � • O as Z. lu N Q• M a 4X15TIN& < W • = a Z " :E GROUND :. ;..:. �- w• IX M i. ' ,n a N O 10 • •• .. y i... .. C w• N V N x (1) N lu 12 MIN. OR MATCH ADJACENT ROAD WIDTH p PLAN SOL ko 10' MIN. I sEE STABILIZED CONSTRUCTION ENTRANCE �` � � 2 � NO SCALE 1 �,953 TOP OF EXISTING �� \ GRADE CAST IRON FRAME AND COYER OJ E NO: TO GRADE (A5 REQUIRED) 1612 TRAFFIC SLAB (SEE DRAW N BY: PLANS FOR LOCATIONS) UT CHECKED BY: NS DATE: JULY 26, 2017 —' SCALE: 0,5' min � 4DR"4HIN6A.GE BASINIA 1 if _ 10' - p.. ® ® ® ® ® ® ® ® ® SHEET TITLE: ® ® ® ® ® ® ® EK ED ® ® ® ® ® ® ® ® ® } BACKFILL ® ® ® ® ® ® ® P1 ® MATERIAL TO SITE ® ® ® ® ® ® ® ® ® BE GLEAN SAND Swppp ® ® ® ® ® ® EK AND GRAVEL - GROUND WATER PLAN PERMANENT STORM WATER SHEET NO: RUNOFF CONTROL MEASURE 1 ORM DRAINAGE RING TYPICAL SCALE BUILDING PERMIT SET r' EX1, TO TEMPORARI' CONTROL MI a PROPOSED DURING CON i SEE DETAIL 1 PERMANENT WATER RUN MEA5URE N N MTL GR/ i SEE DETAIL h� y PROPOSED NEW SEPTIC! FOR A 5 BEDROOM RE51 — (1) 1200 65AL SEPTIC T/ 10 FTDIA x2FTLD — (5) V DIA x 2' HIGH LEACHING POOL (LP) — FUTURE LOCATION FOR (5) a' DIAx2' HIGH LEACHING POOL (EXP, EX 15T I NG TREES TO REM UNDERGROUND PROPANE TANK LAND N/F OF ELIZABETH & ROBERT SCHUPLEI �f EX 15T1 NG TREES TO REMAIN N a - 0 ., fx k 9 4 TEMPORARY EROSION CONTROL MEASURES PROPOSED SILT PENCE 3 DURING CONSTRUCTION SEE DETAIL } 1 UNDERGROUNL . :POPANE$' TANK I 3 LAND N/F OF ELIZABETH & ROBERT SCHUPLER i i EXISTING TREES . TO REMAIN i f jj 1 ;{ TEMPORARY ER05ION CONTROL S MEA5URE5 PROP05ED 51 LT 1=ENCE DURING CONSTRUCTION SEE DETAIL I ` 3 Y } P i S i EDGE OF WETLANDS co .Fy � c oI a D zd EX 15T1 NG TREES TO REMAIN WELLS ROAD TEMPORARY ERO51O EDGE OF PAVE CONTROL MEASURES EN PROPOSED SILT FENCE DURING CONSTRUCTION DR1I/ENAYEN.��; SEE DETAIL UTILITY L Io;B,—' - - - - - - � POLE ' � EXI STI N PUBLIC,AE PERMANENT STORM c? WTR R=256.60' \Q .� WATER RUNOFF CONTROL MEASURE NEN DRYNELL Oyrrrirr���rl'rriarrarrirrrrr�rirrai r�rrr� N/ MTL GRATE TYPICAL o • � ,--�♦ +8 2 L=79.54' SEE DETAIL - .--- ,– _♦ \ EXP LP 1 LP r' EXP \II EXP\�� ED NEW SEPTIC SYSTEM s BEDROOM RE51 DENGE LP--�- LP_ `__ COAL SEPTIC, TANK (ST) � � B , ; " . �. �' v LP DIA `,8x4 ?1,4 x 2' H16H TEST" 8. u.., N� ; • ' ;� -pitch - "; "�4�� ' �i -HIND POOL (LP) LOCATION FOR ! — —, ="7nRlve �Y DIA x 2' HICGH IS�_O,� ♦� t -H I NG POOL (EXP) SIDS I / K TREES TO REMAI �; + • I / 6Af ZOUND PROPANE I — N/F OF l � R I :.,f••� , 1 ;^^;,���ioiia+j,;n�n,f„SJvtitr,?>,)viY•"f';:)Hafao'Y,'nhuAjti�Yi;,ai�4):•h,,^,v,,ranerr�„i,�aa„,ta^„��:.a.,.ia:Yaa}J”to;tt"r'',)�!;.t,ra.:�aa�h,.yn7:tvi,`.:a,M,•v.;fa,,,f,,,rol;ria^�a,, ",/,�'af),.iia' �'v:�,..;N.i.•f•pis' ,AY)'�'l.:^.�Y` 4:nr7 v,,,:)`°i'�?^�:iftint l•1:^;f',Y:in{,:y;n�..��)v�„f,Yi 'OBERT SCHUPLER ',.''^,„ .,.{..m rt;rst,Af n •`v it .,•t��?..),t..;' , e t;;it, , , � Y', ,?^ t r� ,,a,), '•,•v; r �^' .. 4 ,t .)•YY if'.`•nf;.,,v ,.,, tA,�p,, n tH',vM,j,',, ,t �ii�lvni)1?�`.?i fv),�tiv�N:.".;r�bvfr t'•.nY?::,vi:n:r,.:,V)t'a`•YCn f)f^,��, �Y�' r. r , 'INC TREES . i � / },.),4,fh:)^N..n h• Y)i) i,..f„.'.•.e�Y,ry ,.....,��:'u,`'''7%•1r:;`°i.. ?��I.,�', , � i�,f; =MAIN t' " , Coo , �C ,,v 04 „ I CONTROL 1 ? SILT 1=ENCE V SEE DETAIL DIN A I I QAl �, DRywe,►ls tgosT �l I � ,' 5X4 �/' ` `+ .. ` its`.,v ,. ,� µ•' � , ` , v `, ' + v I .;Httkrs"birtwy,!Zk�„kf.,;3k�nlu,�ailo�s„isrxn)y,.iiatal}•4rrn:��!a$?'4s�iv.:2(+)n,ii`x,'•'rrn;,,",rlf;:;!7�aik.,w:+;r'%�{Isar)•�;+v,a7+s;,•;ricasii3•o�?"•� ,",t"•,,, .1 , N/F OF . .,,},. „ .+rv..r.,„Y�;,r�Z'�°`tii:'9•:r;>w+!;a,:ynr;,•,;};iv�,.,a�., ,,...,,�.v.,,a.,,,:�},:>.t',i•`i:,;?,n:`?;�,vi.',nvi n,',,:�,•,:,,�• i4.ki':.n ;vnvt,,.hi?:ii'.vs:v.",•'•r �;,':S+t""'v'•x!+,•ye,4� 'J F;':;Jn}f,y, .''•'.:':,i}n,,.:,;xj',�:.!.v,,;n ,x;rryw.,!i!ni�+,.,,..t(.. �+t�>,'i ' OBERT SCHUP a` LER `7 . , .. ,., ; . ). .••..'.. ,:? :.',, r ;..;>,, ..}�`x� �:'� :;..},.•,'y'a.y `. , r Nta 1, Xrlji.,ti•, M,911".1,D YuS��!,•};,x,y,,.?;�y?;E•i;�,air„+}',?'?+:),'s) , ,v / ,��f\N.4'?iY,}`•at)v,..iv,+y„!Y}ff,+4i>�..+7•,{.r,)A)8??+ , .,}f,y vj�)� n y NS TREES 'MAIN 1%—\IN ; r.l•,p\,�g.na!{•a.?";n!.w v� 4,j;x`l; ;" ., ,' .. ' , , , V� •?��°f?r•;:d+..v"iv.�x� nn 1��`�.P+,U�`v ., , .. ,,X„ `�` U 1 CONTROL � � 11 SILT FENCE l SEE DETAIL W ' A �p Q �� DRycwells Mos-T mAjt,�iA)t4 w/acow CUA �1 GRAD IN AS SHOWN O m — _ _ rri� EDGE OF � .71 EXISTIN SILT FENCE WETLANDS 0 X I STING SHED TO !v/ BERENOVATED O _ � rn v � co V z NON TURF BUFFER O z - , TOP OF BULKHEAD •9, o S27°50'22W WOOD BULKHEAD ? _ ME (TIE LINE ALONG BULKHEAD) C/) AN HIGH WATER ALONG BULKHEAD 0 r' RICHMOND CREEK I-TE PLAN SCALE:-111 = 109.011 ' r OAD XL EuiP/Y WN IN Tow,4 1o,W. Kisr mf-f DRAINAGE CA LC U LATIO 'REE RV lfW0f5 �fjG ""4y AREA OF RESIDENCE (DW-A) DRY WELL AREA x RAINFALL x RUNOFF FAGl / /2 gSQNga``p (DW-A) 3,545 SF x (2/12 FT.) x 1.0 = 591 GU UTILITY D IVEWAY ' U5E: (4) 8' DIAMETER x 4' HIGH POOL ENTRY IL�Z �S�t$9r.1 � � (4) 8' X 4 STORM DRAIN RING = 615.6 G, POLE \ D O o ft, n PROVIDED REQUIRED 1.21f; � : o Sgt u6"� 6"75.6 GU. FT. > 5cf1 GU. FT AREA OF DRIVEWAY (DW-B) IilF' OOL � DRY WELL AREA x RAINFALL xOFF FAGSm (DW-5) 1,268 5F x (2/12 FT.) x = 146 Cd USE: 8' D I AMETER x 4' NEW I " UNDERGOUND ( 4' TORM DRAIN RING = 168.9 GU 1c° 1NATER LINE PROVIDED REQUIRED I -P NEW UNDERGROUND 168.9 GU. FT. > 148 GU. FT. EXP I - rTl ELECTRIC 4 UTILITIES LINES I PERMEABLE SLE STONE GRAVEL / DRIVEWAY — NON ROA ftG I GRAVEL MATERIAL LE i. ROPOSED NEW WATER LINE FROM A RATER MAIN AT ROAD TO GARAGE 8x4 ,' GONPRON .4. ' I XISTING SANITARY SYSTEM PUMPED OUT AND REMOVED EW EASEMENT ACCESS DOOR ,•,r• v, , iii��� ' SETE�,GK LIT RAIL PENCE TO 1a} .. t ,,�.c,c a.�in;:`,"� , ;,t'". ;�.. ,•,'sir; REMAIN �t�'i'•�f:.,�l�'',�ii:�'�''f'Yy�t�C>!•.i::Y\��C�. i,,,Y.i. 1 OUTDOOR SHOWER SEE SHEET #11 LAND N F OF JOSEPH M. & ALBERT 1 I C. SHUPLER \ \ I avA ';}r';.n.,:+•:,;�}i'��t:';$.,.y;�`�,nds;., :;a+�'i„��7�:+''''•h}%'y`;i•.:�t'Q / RY SYSTEM PUMPED OUT XIST G SANITARY AND REM0I/ED }i'i .•iY.i`...5} �r�`•`.5,,.n,.x ri� AF n , ... ..;r},;.;`, i...;`v'•;}v.. .!,:)i"fn:..,'4�,`�„}t..:1}}i a}'ii>vnii. ,'.:h}.xni�.'.•i:,:d:i.3ff':�G.44:i t•��:.,++n``'•��'}"•:•i:n vxv...i�;,.,i ssnt•��'a��u�;i���ry�xtis:;?aa;,�vy5}•ray?tan�eri�+aani�ii.'•�£,c;'t•r.''�qat'S:.:`,}�"taa;�lkS}A�Si,�¢�:t�,�'f 1 v% I ESN 5A5EMENT ACCESS DOOR f`'3}�,,,,�.�;t��";,�'J.:�?�u`�:�'�'i7;)"'�:'�?sri�';x",,"y�,t:'y:��t'isi'.••}•�ri�r�s�;•+}�oil"'1;i.Rf; . 10 Vit#'•:i,i.'.xx., i.., ..;#.�::.',,ia'„{.i:'F't'�,9 `ti`�a./�'"�::.}: ;!,f::y:f:. » 'i”''`,Gi"''p'A'twktiYi�vi�+:iv''0�:"}8i.}�:::.8:.�: � +'^.L6iir1:}nib+.ib i�,,;x�}dt�:'�.::•,: II *cwa"1•t; r +�,,,�� `• ,y d:,ty;its:;;}},x x.::,;:t•'t}•x,.;•,:••:, {•tr Y1� fQ,,d,�}:�(:•;�a,;;,nri,lt�;�'^}'°at•,,:e}.;+A.#i}�;��:};#,Y,v.�x:a+,�'x��i4ti>>•�ri�"d:?,.,d�;;.;.},�:.�;tS�?,e�%�$ �I�� �x�.#,:.:•...' .•`,''�,>}�`:,�!•}v;.:x;;���.,,};,,,:,,;;,M!;, .yu' `�€y;•+f SETS p�GK X15TIN6 SPLIT RAIL FENCE .:,';.Ci:.+;.r.i,aa;,f;•,.trs.,!,;:�,;,c,;;}.;,�;�"g.:A.,.rr,}r e,,!}:xE�..x�}.,�.#.:!4.+}r.,�::.;;};.,:;:„>} / TO REMAIN ..,xr,n•ev<a°,y:," Iplt,+}vx,.,}@,C,.;•i•:o, a+.r}, n�}0o-�t�d�.i•}i},g � ., o•,,t�,•}•+>.,•"x.a,;;`?�%,'n••,},r�',,.•'i,•1,�t`seg',,3;�}�,,.:yJy;y }�`�%,,,.,:{'�;r;�t7j I `#Ss•' i.}}';;';,.,i"t In OUTDOOR SHOAVER ;., 5EE SHEET #11 LAND N/F OF JOSEPH V. & ALBERT C. SHUPLER \ I 5x4 ,., \' ERMANEN7 STORM YiATER RUNOFF \ �0 \ CONTROL MEASURE NEA DRYAELL TYPICAL SEE DETAIL p TEMPORARY EROSION CONTROL .7 MEASURES PROPOSED SILT FENCE • rn • s ' \ � DURING CONSTRUCTION SEE DETAIL Bul d ZONES rn _ P'L=D _ o c1� ZONE LINE N I/4' d ZONE AE (EL 6) _ _ — IE. +F BOT • TANK + 10' IEAD 9' 129.04' SEPTIC MONOL I T -IEAD) r - BULKHEAD o o D T, - _ ClbEE XISTING DOCK RAMP AND FLOATING DOCK - D - -0 r . 00 o, > 4LCULATIONS SITE DATA N-A-) SCTM # 1000-86-02-10 NFALL x RUNOFF FACTOR 2 FT.) x 1.0 = 591 CU. FT. PROPERTY: 3575 Wells Road '-:TER x 4' HIGH POOL Peconic, NY 11958 1 DRAIN RING = 615.6 CU. FT. REQUIRED OWNER: Robert Serling > 591 CU. FT. 104 Roxen Road Rockville Center, NY 11570 4FALL xOFF FACTOR SITE: 16,419 SQ. FT. = 0.376 AC. ' FT.) x O. = 146 CU. FT. �� CfAREA rER x 4' POOL ZONING: R-40 TRAIN RING = 168.9 CU. FT. REQUIRED ALLOWABLE UJ 3. > 148 CU. FT. LOT VR4 d04CS COVERAGE: 20% OR 3,283 SF O LOT OT COVERAGE: 19% OR 3,122 SF Z FLOOD: X W ZONE Z SURVEYOR: Peconic Surveyors p P.O. Box 909 Southold, NY 11971 - Lic. No. #49618 ♦A DATED: February 11,L 2014 NOTES: ELEVATIONS 4 CONTOURS ARE REFERENCED TO NAVD '88 FLOOD ZONE FROM FIRM MAP NUMBER 3610300162H = WETLAND FLAGS LOCATION MAR a y Z Z 1110N N' w SITE W �o. a. \\ba5a p\\ey Ind!a ecK TEST HOLE ' NO SCALE SHUPLER BY McDONALD GEOSCIENCE SOUT'HOLD, NEW YORK 11971 08 z- TEST HOLE DATA 10-24-16 ELEV +7.8' Q --I o rr 3.0 FT. MIXED SAND AND LOAM w �. � Zzw BROWN AND PALE BROWN w• w 8.6 FT. FINE TO MEDIUM SAND SP 1 a N 0 X14 I w' " 0 ♦ = iNETI-AND i=LA65 IMLM L -ff Tlo " +114AP 0N G w a J Z N O d SIT LIJ CLa Sa `spa eaK R TEST HOLE NO SCALE SHUPLER BY McDONALD GEOSCIENCE SOUTHOLD, NEW YORK 11971 °� Z• TEST HOLE DATA 10-24-16 ELEV +7.8' N a 3.0 FT. MIXED SAND AND LOAM w J• 3 Wx BROWN AND PALE BROWN W. FINE TO MEDIUM SAND SPI Q " " 8.6 FT. � W. Nin NOf� a BELL WATER IN PALE BROWN U). 17 FT. FINE TO MEDIUM SAND SP 8.6 FT BELOW SURFACE - WATER �L. ENCOUNTERED, ELEV - 0.8' NGS of !TAIL BUILDING WALL FF EL 11.0 FT GRADE .LINE-ELEVATION 5.0 FT. GRADE LINE ELEVATION 5.0 FT. I' MIN. 2' MAX. 5 �Z A I/411/FT. TOP OF POOL �r> , ..1 SEPTIC LEACHING 6.45 FT. 741E. -7.0' TANK POOL IE. +6.5' IE. +6.3' BOT OF POOL ROJ NO: Z 2.48 FT. 1612 _ BOT OF---'O' IE. +6.15' N _&ROUND WATER _ DRAWN BY: SEP7TC ELEV -O.5 FT UT TANK +1.5' CHECKED BY: 101 14.5' NS DATE: July 26, 2017 5EPTIG TANK W/ SCALE: MONOLITIG SA5E SEPTIC PROFILE 1" = 10' - o" (N.T.S.) DRAINAGE INSPECTIONSINSPECTIONSARE REQUIREDRED SHEET TITLE: Contact TOS Engineering at 765-1560 before SITE Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. PLAN EROSION&SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization& Seeding of exposed and/or inactive soils, SHEET NO: APPROVAL OF SPO 1�ATER MANAGEMENT CO+i�`!'RO P N - ow Code r 36 Date: Approv d by: BUILD-1,111 PERMIT- SET S 1 i i i SCDHD REF # R10-17-0015 SURVEY OF PROPERTY N ,; A T PECONIC TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 0, N SFpy 1000-86-02-10 �Q °� \\ / 4c `'" M &A�FFEBRUARY ALSCE. . 11' 2014 � qr co T C, SCyUP AUG. 15 4 2015(PROPOSED DRION) JUNE "c �F ( ON ) �o WATERham. 4jd` aso ^� ^ovRS R APRIL 7, 2016 (REVISIONS) VALE ry �' " s2?. sPNOVEMBER 07, 2017 (FOUNDA710N LOCATION) TRq/< DECEMBER 14,�/ % ��S• otn S"ow&6 4 "CF JANUARY 3, 20190(REVISIONS) m � 10 0 0 • \ J44 ^h \MIN DW t�P O ..0. OT'cv jp- RO \ PORCH ^i y (T y�AO� � R STAIRS 0� qMp vUU X.0• ^ �� "Zp i�� vi � �s8' ^• � � �ry nook"c DW STONE PATIO J 00-b R/0 SEMI-ENCLOSED \ DWSCREENED PORCH ti J e rv pDw �.c� vtiF \ i _ ° � X = STAKE F T = WETLANDS FLAG -9� �o�FF r TANK P�RROIPANE EDGE OF WETLANDS, AHWM & ALWM BY JMO / �4f ENVIRONMENTAL CONSULTANTS *TIDAL WETLANDS STAKED 3/16/2015 ���� / .�����E� CD FIELD WORK WAS COMPLETED WITH 8" OF SNOW scs, �6, Stich �4j5 R COVER. WALKWAYS NOT SHOWN HEREIN. 6"0 �'�j, f ELEVATIONS REFERENCED TO N.A.V.D. 1988 FLOOD ZONE FROM FLOOD INSURANCE RATE MAP P ' MAP NUMBER 36103CO162H SEPTEMBER 25, 2009 ° 1� . L/C. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATIONo o� PECO * RS P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. oA/ a aG R EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS AREA-167419 SQ. Fr. '�•�y i (631) 20 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY 1F �o ��y o,� P.O. BOOXX 9 90909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TO TIE LINE ��� 1230 TRAVELER STREET 114-0021 WHOSE SIGNATURE APPEARS HEREON. SOU MOLD, N.Y. 11971 m - - 1000-86-01-14.2 1000-86-01-115 LAND N/F OF WILLIAM ESPOSITO LAND N/F OF William WEISSERT & An ela WEISSERT /1000-86-01-12 SITE DATA Jan.9,2017 ESIDENCE W PUBLIC WATER & SANITARY SYSTEM RESIDENCE W/ PUBLIC WATER & SANITARY SYSTEM LAND PUBLIC IC CATHERINE O SANITARY , 3720 WELLS RD, PECONIC, NY 11958 3440 WELLS RD, PECONIC, NY 11958 RESIDENCE W� F�UBLlC WATER & SANITARY SYSTEM EDGE OF p4 �T UTGcT 3330 ELLS RD, PECONIC, NY 11958 .• r�rr�:fffLf (PUBLIC WATER IN STET)— ROAD EVILDING WALL FF EL 11.0 FT SCTM # 1000-86-02-10 a_ &RADE LINE ELEVATION 8.o FT. PROPERTY: 3575 Wells Road GRADE LINE ELEVATION ±8.0 FT. Peconic, NY 11958 UTILI I' MIN. 2' MAX. OWNER: Robert Serling PUBLIC POLE .�\' 104 Roxen Road �°`T� I/4°/FT. Rockville Center NY 11570 PROPOSED NEW UNDERGROUND 2 - �_�._' �� �� '. 18"/FT. TOP OFPOOL ' DRYWELL AND &RATE FOR a R=25s.s0' "'. ` N 6'48 FT. AREA 16,419 SQ. FT. =0.376 AC. STORMWATER RUNOFF FROM �3- a, SEPTIC LEACHING DRIVEWAY Y +8.2 in E 3 L=79.54' g� ,ta E. +'1.0' TANK POOL o >_ to E. +6.3' BOT OF POOL ZONING: R-40 W PROPOSED NEW SEPTIC SYSTEM ; ', _XP min 1 $ IE �� IE. +6.15' m z 3.48 FT. U o { ALLOWAB E FOR A 4 BEDROOM RESIDENCE '. ,�O�. LP LP EXP EJCP '�;,`: m SOT OF GROUND WATER LOT J (U 1200 GAL SEPTIC TANK (ST) t� ,t". `' ► 1 SEPTI)e� I ELEV -0.8 FT COVERAG : 20% OR 3,283 SF Z = HGC,-Pw-x .,��_,� f TANK + (5) 8' DIA x V H16H �x y I L� DB LP LP LP ��'i ( 10' 148' ZONED: X � M LEACHING POOL (LP) SEPTIC TANK W/ Q N - FUTURE LOCATION FOR 6RAV8:.,., . x SEPTIC PROFILE SURVEYO : Peconic Surveyors (3) 8' DIA x 3' HIGH F y;' � ! DW MONOLITIC BASE (N.T.S.) P.O. Box 909 A -- -- - Southold,NY'11971 LEACHIN& POOL (EXP) +, -i NE ER6ROUNDt �� � � � W -I FCTR ILITIES LINE s Lic.No. #49618 HOUSE TRAP - CLEANOUT TYP ST t Ia, Suffolk County Department of Health Services DATED: February 11,2014 +8.0 0� min ; :,„' r`:; _ - ` PROPO5ED NEW WA ELEVATIo 4 CONrouFts, I „' '. - I WATER MAIN AT ROAD TO ED TO NAVD 88 a„ , 1000-86-02-13 1- I ;iF,;,, 5 _ _ /`SQ F FLOOD ZO FROM FIRM MAP LAND N/F OF + 16.3' _ '!• ' !;`,ty' "= _ _- === EXI5TIN6 SANITARY SYSTEM TO BE FQU FTS�103G0162H Z PAUL V GROBEN IRREVOCABLE TRUST Dye _?a"", rat41"-r,:r`;' 'f' tl4' 'rl+,ji''h,';i a s, - = /�/ FLA49 RESIDENCE WITH - ,yNwYry, " _ PUMPED OUT AND REMOVED O '9�/ A m ::`'t!r"hIEIING „. i4j�CtL ,, W/ US J PUBLIC WATER & SANITARY ,� '? !' _- -� �y//� NQ 3705 Wells Rd Peconic, SYSTEM ”" Y ErJ10—N �ry U� V i . NY 11958 NEW BASEMENT ACCESS DOOR 7 1 ==_ 4 QEDI?O©Nt5"!^t/:BpSN(1=N1= :WET; z0 TEZT HOLE NO SCALE W M1' 1000-86-02-8 ' W o BY McDONALD GEOSCIENCE ♦/� ,,. Tl"TO STORY r: . _-.�; a';<,. _ �y I LAND N/F OF 1000-86-02-11 t ,,;xr; .cam, ;..,;,;..i-= in KOWALCHUK FAMILY THOLD, NEW YORK 11971 LAND N/F OF s;,'' ` - ,hIN',i?LR;t `� ` :'' '-1„ 2008 IRREVOCABLE TRUST ELIZABETH & ROBERT SCHUPLER ~-u!,°s'; ;',): ;'" '``,Ci' y T ST HOLE DATA 10-24-16 ELEV+7.8' - I.Y', m RESIDENCE WITH RESIDENCE WITH 1j r"ii; ;a _ :' ,.w.c -___ I PUBLIC WATER & SANITARY SYSTEM PUBLIC WATER & SANITARY s" ' x �' SYSTEM ap I_ µ 3375 -__ Welr eao 16, 3635 Wells Rd - - ED Peconic NY 11958 0 - - --- 3.0 FT. MIX SAND AND LOAM � - - as c �FInspected Z• wt T: v Ott fi .f @ G.Pd BThe _as.i•... � Be�B &'tae v - tia �#e�.e.,i' �fCG-s — - I BROWN AND PALE BROWN rn a• Suffolk CC`i$.sl"€��1 �5���. �e��`f0�,3€�i :3`�h��iL��S. 8.6 FT. FINE TO MEDIUM SAND SP 1V �s• s�� + 1000-86-02 %N n, f a Advance, o o 6 8 54 15. '4 +7,2 1 1 1, D NF1b C5�-5700, 48 Hopi's In d"�Advance, w�• JOSEPH M. & ALBERT C. u a �ns eions Z)W.p� i- R SIDENCE WITH ( � WATER IN PALE BROWN EXISTING \ Ui 17 FT. FINE TO MEDIUM SAND SP w• 9 �� PUBLIC WAIRR DEMOLISHED 6 DW D�l c 3475 Wells Rd, Peconic, NY 11958 8.6 FT BELOW SURFACE-WATER HOUSE \ p` 1A ENCOUNTERED, ELEV-0.8' PROPOSED NEW UNDERGROUND / EXISTING .- LOCATION MAP SHED ���,AS NOTE \ \ �8 WNNOFF FROM FOR STR GTURES N� Sai llt�ry Syvterrl l�to be Ins-tallodunder drivemisy. TYPICAL -T / to o ° 1612 FLOOD ZONE LINE �'= EDGE 0 7.7' ZONE/{E 6� / g y2_T=T1'o t UT r= SLIFF® tsourAw DEPARTb�E��9 OF Hr- CL °{IIeRV1Cl:9 o �"LuKtu by p n NS WETLANDS �"Q; 60 � � � � � Dec.13,2016 FOR SANITARY SYSTEM � � � � €`®R APPR911AL ®F OC�NSTRla®f�A GYHEALTH DEPARTMENT � ( p slr v siIPvCL.E rHiililLY RE Ef�CE ONLY1"=20.A„ 9K� 0-1-7-0 SITE PLAN TOP OF BULKHEAD EL 3.9' 4�� F �EF. No. \` S27*5022'W WOOD BULKHEAD 129.0} _ O c� (TIE LINE ALONG BULKHEAD) I APi:'I�C3`JtaO' I r+l ` (''u/,_ G`( F� f�, MEAN HIGH WATER ALONG BULKHEADf g BEDRO0,M p �y FOR �!F'.E1311UItq wr: *[ �. lr3�am_ bHttl NU.. �� RICriMvFv C f �!`r E j`►':-iR �YEARS e RfONI DATE OF APPROVAL. (✓X i' Abmidcir nt m of existi i i SS S€dam�'�.`eUS$ W IO �','%; F t (';d r tl SITE PLAN a n:WrMlfa;lce with����� ����5es�a1>fer�e:�� u'a' mig r� � 4'��� �. - ", �� f 5 SCALE: V=20'-0” ��i6EE HEr�6�i5n I'�g �J�� I as proof. ! r f S H ION �J TOWN OF SOUTHOLD �o c�dy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41876 Date: 8/10/2017 Permission is hereby granted to: Serling, Robert 104 Roxen Rd Rockville Centre, NY 11570 To: construct single-family dwelling as applied for per SCHD, Trustees & DEC approvals and to construct alterations to existing accessory shed as applied for with flood permit. Two CO's will be required simultaneously. At premises located at: 3575 Wells Rd, Peconic SCTM # 473889 Sec/Block/Lot# 86.-2-10 Pursuant to application dated 7/26/2017 and approved by the Building Inspector. To expire on 2/9/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,923.20 CO -NEW DWELLING $50.00 ACCESSORY $100.00 Flood Permit $100.00 CO -ACCESSORY BUILDING $50.00 / 9 Total: $3,223.20 'QB01 ding Inspector 1 y 7 rr,����rr SITE DATA EDGE OF pgyEMENT OWLLS ROAD SCTM # 1000-86-02-10 (PUBLIC WATER IN STREET) PROPERTY: 3575 Wells Road Peconic, NY 11958 1�1BLIo OWNER: Robert Serling ►NATER 104 Roxen Road METER Rockville Center, NY 11570 R=256.60' N SITE: 16,419 SQ. FT. =0.376 AC. AREA } L=79.54' (0 ts ZONING: R-40 W z O INSTALLED SEPTIC SYSTEM ga pP` I P LP m LOTOWABLE u U p" - (1) 1200 GAL 5EPTIG TANK (ST) COVERAGE: 20% OR 3,283 SF O - (5) 8' DIA x 3' HI&H GRAVEL LEACHING POOL (LP) LP LP DRIVEWAY FLOOD: XUJ I m LP �,� ZONE Q in SURVEYOR: Peconic Surveyors INSTALLED WATER s P.O. Box 909 A LINE FROM WATER Southold, NY 11971 yr MAIN AT ROAD TO I �p LIC. NO. #49618 W RESIDENCE I m S DATED: February 11,2014 n/ 371 D ENTRY PORCH z 41AY � � l v L7 Pi �gw�rlC�� UJ 0 �l TERRACE 'A7 C-) �` 9 a 1�51DENGE 08 Z. CO 4. PORCH ? CC J�• rc^ DD W.AH i-• ry53 TTERRACEQ NOV 2 8 2018 N U) u B UTILDING D `NOWT OF SOUTROLD SHE NO F DEPARTI fiENT OF HEALTH SERVICES � 1612 OF CONSTRUC i ISD WOrKS FOR LIT EDG--- y �9�GLE FA6b11L°�I�ES6D(cNCE WETLANDS 1� P .S.Ref.No-P'10 ' t`�"- 0 o I S DATE Ns April 11,2018 OF NEIN N and velar supply i'dCl?ities at this location have been r'=20'-0" �E Y J TFF`OV by�q?ePartment or otbs r agesZci¢s anti to �WUMQF-'4 BEDROOMS. -777- z� TOP OF BULKHEAD EL 3.9' SITE PLAN r` o S2750'22'W WOOD BULKHEAD 129.04' cm (TIE LINE ALONG BULKHEAD) Craig Kneppel9 �o�oy Chief _� MEAN HIGH WATER ALONG BULKHEAD g offic teWaiter Mina 5Ht:LJ NU ca 0179 31 �� g RICHMOND CREEK " TF ARG ' SITE PLAN 1 SCDHS AS BUILT 1 20'-0" REF # R10-17-0015 REScheek Software Version 4.6.4 Compliance Certificate Project SERLING RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3.587 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3575 Wells Road Robert Serling Nancy Steelman Cutchogue, NY 11935 104 Roxen Road Samuels&Steelman Architects Rockville Center, NY 11570 25235 Main Road Cutchogue,NY 11935 6317346405 nancy@samuelsandsteelmanarchit ects.com Compliance: 0.2%Better Than Code Maximum UA: 629 Your UA: 628 Maximum SHGC: 0.40 Your SHGC: 0.15 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity cont' U-Factor UA Assembly, or Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,917 '22.0 7.0 0.032 61 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 40 22.0 7.0 0.032 1 Ceiling 1: Flat Ceiling or Scissor Truss 1,670 30.0 7.0 0.028 47 Ceiling 2: Flat Ceiling or Scissor Truss 110 30.0 7.0 0.028 3 Ceiling 3: Flat Ceiling or Scissor Truss 37 30.0 7.0 0.028 1 Ceiling 4: Flat Ceiling or Scissor Truss 140 30.0 7.0 0.028 4 Wall 1 west 1st fir:Wood Frame,16"D.C. 671 22.0 7.0 0.039 21 Window 1:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 2:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 3:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 4:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 5:Wood Frame:Double Pane with Low-E 54 0.450 24 SHGC: 0.19 Door 1: Solid 22 0.450 10 Project Title: SERLING RESIDENCE Report date: 07/10/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Serling\Energy Pagel of 3 Calculation.rck c tross Area.- Wall 2 west 2nd fir:Wood Frame, 16"o.c. 535 22.0 7.0 0.039 18 Window 6:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 7:Wood Frame:Double Pane with Low-E 51 0.450 23 SHGC: 0.19 Window 8:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Wall 3 east 1st flr:Wood Frame,16"o.c. 671 22.0 7.0 0.039 17 Window 9:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 10:Wood Frame:Double Pane with Low-E 18 0.450 8 SHGC: 0.19 Window 11:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 12:Wood Frame:Double Pane with Low-E 49 0.450 22 SHGC: 0.19 Window 13:Wood Frame:Double Pane with Low-E 15 0.450 7 SHGC: 0.19 Window 14:Wood Frame:Double Pane with Low-E 22 0.450 10 SHGC: 0.19 Window 15:Wood Frame:Double Pane with Low-E 15 0.450 7 SHGC: 0.19 Window 16:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 16 copy 1:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 16 copy 2:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Door 2:Glass 24 0.450 11 SHGC: 0.02 Door 3:Glass 24 0.450 11 SHGC: 0.02 Wall 4 east 2nd flr:Wood Frame,16"o.c. 535 22.0 7.0 0.039 13 Window 19:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 19 copy 1:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 19 copy 2:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 22:Wood Frame:Double Pane with Low-E 51 0.450 23 SHGC: 0.19 Window 19 copy 3:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 19 copy 4:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 19 copy 5:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 27:Wood Frame:Double Pane with Low-E 14 0.450 6 SHGC: 0.19 Door 7:Glass 66 0.450 30 SHGC: 0.02 Wall 5 south 1st flr:Wood Frame, 16"o.c. 424 22.0 7.0 0.039 12 Window 28:Wood Frame:Double Pane with Low-E 8 0.450 4 SHGC: 0.19 Window 29:Wood Frame:Double Pane with Low-E 8 0.450 4 SHGC: 0.19 Project Title: SERLING RESIDENCE Report date: 07/10/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Serling\Energy Page 2 of 3 Calculation.rck c ' Window 30. Wood Frame:Double Pane with Low-E 8 0.450 4 SHGC: 0.19 Window 31:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Door 4:Glass 24 0.450 11 SHGC: 0.02 Door 5:Glass 48 0.450 22 SHGC:0.02 Wall 6 south 2nd flr:Wood Frame, 16" o.c. 270 22.0 7.0 0.039 9 Window 32:Wood Frame:Double Pane with Law-E 13 0.450 6 SHGC: 0.19 Window 32 copy 1:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 32 copy 2:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Wall 7 north 1st fir:Wood Frame,16"o.c. 424 22.0 7.0 0.039 14 Window 35:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.19 Window 35 copy 1:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.19 Window 35 copy 2:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.19 Window 38:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.19 Window 39:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 39 copy 1:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Door 6:Solid 20 0.450 9 Wall 8 north 2nd flr:Wood Frame,16"o.c. 270 22.0 7.0 0.039 9 Window 41:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 41 copy 1:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 43:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.19 Compliance Statement. The proposed building design described here is 9pnsistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildi has been 6 igned to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require a listed i th EScheck nspection Checklist. Ili �2�1). i�G�f�T Name'-Title '' Si at re Date Project Title: SERLING RESIDENCE Report date: 07/10/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Serling\Energy Page 3 of 3 Calculation.rck REScheck Software Version 4..6.4 CNJ/ Compliance Certificate Project SERLING RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,587 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3575 Wells Road Robert Serling Nancy Steelman Cutchogue, NY 11935 104 Roxen Road Samuels&Steelman Architects Rockville Center, NY 11570 25235 Main Road Cutchogue, NY 11935 6317346405 nancy@samuelsandsteelma narchit ects.com i:11 11 ig 1, 111 Will I ill f • • B' Compliance: 0.2%Better Than Code Maximum UA: 629 Your UA: 628 Maximum SHGC: 0.40 Your SHGC: 0.15 The%Better or Worse Than code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Floor 1:All-Wood joistrFruss:Over Unconditioned Space 1,917 22.0 7.0 0.032 61 Floor 2:All-Wood joist/Truss:Over Unconditioned Space 40 22.0 7.0 0.032 1 Ceiling 1: Flat Ceiling or Scissor Truss 1,670 30.0 7.0 0.028 47 Ceiling 2: Flat Ceiling or Scissor Truss 110 30.0 7.0 0.028 3 Ceiling 3: Flat Ceiling or Scissor Truss 37 30.0 7.0 0.028 1 Ceiling 4: Flat Ceiling or Scissor Truss 140 30.0 7.0 0.028 4 Wall 1 west 1st fir:Wood Frame,16"o.c. 671 22.0 7.0 0.039 21 Window 1:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 2:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 3:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 4:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 5:Wood Frame:Double Pane with Low-E 54 0.450 24 SHGC: 0.19 Door 1:Solid 22 0.450 10 Project Title: SERLING RESIDENCE Report date: 07/10/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Serling\Energy Pagel of 3 Calculation.rck cawti nt. Wall 2 west 2nd flr:Wood Frame, 16"o.c. 535 22.0 7.0 0.039 18 Window 6:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 7:Wood Frame:Double Pane with Low-E 51 0,450 23 SHGC: 0.19 Window 8:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0,19 Wall 3 east 1st flr:Wood Frame,16"o.c. 671 22.0 7.0 0,039 17 Window 9:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 10:Wood Frame:Double Pane with Low-E 18 0.450 8 SHGC: 0.19 Window 11:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 12:Wood Frame:Double Pane with Low-E 49 0.450 22 SHGC: 0.19 Window 13:Wood Frame:Double Pane with Low-E 15 0.450 7 SHGC: 0.19 Window 14:Wood Frame:Double Pane with Low-E 22 0.450 10 SHGC: 0.19 Window 15:Wood Frame:Double Pane with Low-E 15 0.450 7 SHGC: 0.19 Window 16:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 16 copy 1:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 16 copy 2:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Door 2:Glass 24 0.450 it SHGC: 0.02 Door 3:Glass 24 0.450 11 SHGC: 0.02 Wall 4 east 2nd flr:Wood Frame,16"o.c. 535 22.0 7.0 0.039 13 Window 19:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 19 copy 1:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 19 copy 2:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 22:Wood Frame-Double Pane with Low-E 51 0,450 23 SHGC: 0.19 Window 19 copy 3:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 19 copy 4:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 19 copy 5:Wood Frame-Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 27:Wood Frame:Double Pane with Low-E 14 0.450 6 SHGC: 0.19 Door 7:Glass 66 0,450 30 SHGC: 0,02 Wall 5 south 1st flr:Wood Frame, 16"o.c. 424 22.0 7.0 0.039 12 Window 28:Wood Frame:Double Pane with Low-E 8 0.450 4 SHGC: 0.19 Window 29:Wood Frame:Double Pane with Low-E 8 0.450 4 SHGC: 0.19 Project Title: SERLING RESIDENCE Report date: 07/10/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Serling\Energy Page 2 of 3 Calculation.rck Assembly or. U-Factor UA Window 30:Wood Frame:Double Pane with Low-E 8 0.450 4 SHGC: 0.19 Window 31:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Door 4:Glass 24 0.450 11 SHGC: 0.02 Door 5: Glass 48 0.450 22 SHGC: 0.02 Wall 6 south 2nd flr:Wood Frame, 16"o,c. 270 22.0 7,0 0.039 9 Window 32:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 32 copy 1:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 32 copy 2:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Wall 7 north 1st flr:Wood Frame,16"o.c. 424 22.0 7.0 0.039 14 Window 35:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.19 Window 35 copy 1:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.19 Window 35 copy 2:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.19 Window 38:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.19 Window 39:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 39 copy 1:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC:0.19 Door 6:Solid 20 0.450 9 Wall 8 north 2nd flr:Wood Frame,16"o.c, 270 22.0 7.0 0.039 9 Window 41:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 41 copy 1:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 43:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.19 Compliance Statement: The proposed building design described here is rpnsistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildi has been q6igned to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require a listed i10 1 th EScheck nspection Checklist. 7,,� 7 Name=Title '� 5i at ire Date Project Title: SERLING RESIDENCE Report date: 07/10/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Serling\Energy Page 3 of 3 Calculation.rck REScheck Software Version 4.6.4 Compliance Certificate Project SERLING RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,587 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3575 Wells Road Robert Serling Nancy Steelman Cutchogue, NY 11935 104 Roxen Road Samuels&Steelman Architects Rockville Center, NY 11570 25235 Main Road Cutchogue, NY 11935 6317346405 nancy@samuelsandsteelmanarchit ects.com Compliance: 0.2%Better Than Code Maximum UA: 629 Your UA: 628 Maximum SHGC: 0.40 Your SHGC: 0.15 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cront. Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,917 22.0 7.0 0.032 61 Floor 2:All-Wood joist/Truss:Over Unconditioned Space 40 22.0 7.0 0.032 1 Ceiling 1: Flat Ceiling or Scissor Truss 1,670 30.0 7.0 0.028 47 Ceiling 2: Flat Ceiling or Scissor Truss 110 30.0 7.0 0.028 3 Ceiling 3: Flat Ceiling or Scissor Truss 37 30.0 7.0 0.028 1 Ceiling 4: Flat Ceiling or Scissor Truss 140 30.0 7.0 0.028 4 Wall 1 west 1st fir: Wood Frame, 16" D.C. 671 22.0 7.0 0.039 21 Window 1:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 2:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 3:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 4:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 5:Wood Frame:Double Pane with Low-E 54 0.450 24 SHGC: 0.19 Door 1:Solid 22 0.450 10 Project Title: SERLING RESIDENCE Report date: 07/10/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Serling\Energy Pagel of 3 Calculation.rck / 2 P!E�rjmetpr a,' Wall 2 west 2nd fir:Wood Frame, 16"o.c. 535 22.0 7.0 0.039 18 Window 6:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 7:Wood Frame:Double Pane with Low-E 51 0.450 23 SHGC: 0.19 Window 8:Wood Frame:Double Pane with low-E 11 0.450 5 SHGC: 0.19 Wall 3 east 1st fir:Wood Frame, 16"o.c. 671 22.0 7.0 0.039 17 Window 9:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 10:Wood Frame:Double Pane with Low-E 18 0.450 8 SHGC: 0.19 Window 11: Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 12:Wood Frame:Double Pane with Low-E 49 0.450 22 SHGC: 0.19 Window 13:Wood Frame:Double Pane with Low-E 15 0.450 7 SHGC: 0.19 Window 14:Wood Frame:Double Pane with Low-E 22 0.450 10 SHGC: 0.19 Window 15:Wood Frame:Double Pane with Law-E 15 0.450 7 SHGC: 0.19 Window 16:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 16 copy 1:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 16 copy 2:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Door 2:Glass 24 0.450 11 SHGC: 0.02 Door 3: Glass 24 0.450 11 SHGC: 0.02 Wall 4 east 2nd fir:Wood Frame, 16" o.c. 535 22.0 7.0 0.039 13 Window 19:Wood Frame:Double Pane with Low-E 12 -0.450 5 SHGC: 0.19 Window 19 copy 1:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 19 copy 2:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 22: Wood Frame:Double Pane with Low-E 51 0.450 23 SHGC: 0.19 Window 19 copy 3:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 19 copy 4:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 19 copy 5:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 27:Wood Frame:Double Pane with Low-E 14 0.450 6 SHGC: 0.19 Door 7:Glass 66 0.450 30 SHGC: 0.02 Wall 5 south 1st fir:Wood Frame, 16"o.c. 424 22.0 7.0 0.039 12 Window 28:Wood Frame:Double Pane with Low-E 8 0.450 4 SHGC: 0.19 Window 29:Wood Frame:Double Pane with Low-E 8 0.450 4 SHGC: 0.19 Project Title: SERLING RESIDENCE Report date: 07/10/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Serling\Energy Page 2 of 3 Calculation.rck Gross Area ASS I embly or Cavity Cont. V-Pactor UA Perimeter Window 30:Wood Frame:Double Pane with Low-E 8 0.450 4 SHGC: 0.19 Window 31:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Door 4:Glass 24 0,450 11 SHGC: 0.02 Door 5:Glass 48 0.450 22 SHGC: 0.02 Wall 6 south 2nd flr:Wood Frame, 16" o.c. 270 22.0 7.0 0.039 9 Window 32:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 32 copy 1:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 32 copy 2:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Wall 7 north 1st flr:Wood Frame, 16"o.c. 424 22.0 7.0 0.039 14 Window 35:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.19 Window 35 copy 1:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.19 Window 35 copy 2:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.19 Window 38:Wood Frame:Double Pane with Law-E 10 0.450 5 SHGC: 0.19 Window 39:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 39 copy 1:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Door 6:Solid 20 0.450 9 Wall 8 north 2nd flr: Wood Frame, 16"o.c. 270 22.0 7.0 0.039 9 Window 41:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 41 copy 1:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 43:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.19 Compliance Statement: The proposed building design described here isnsistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed buildi > has been qqigned to meet the 2015 IECC requirements in REScheck version 4.6.4 and to comply with the mandatory require a listed i th EScheck nspection Checklist. - 7/ //Z Name-Title ' Sig at re Date Project Title: SERLING RESIDENCE Report date: 07/10/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Serling\Energy Page 3 of 3 Calculation.rck 1—f 18?(�o 0 SURVEY OF PROPERTY M A T PECONIC TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 6 2or7y'� 1000-86-02-10 SCALE- 1'20' FEBRUARY 11, 2014 (� Jo i �o ss b SCy�/A AUG. 28, 2014 (PROPOSED ADDITION) 6\ ` 4 `0 i ��. h o' ^� SFR JUNE 15, 2015 (REVISIONS) APRIL 7, 2016 (REVISIONS) ��" $►� v snVr R 7S NOVEMBER 07, 2017 (FOUNDATION LOCA TION) \ °ss c-) SPO GRAVEL 4D 4 3 / � � d �Am f7i 7- X= STAKE /cr ~O J�� 2•�' r Ft A = WETLANDS FLAG ° `J \� NOV T 3 ^�� (- EDGE OF WETLANDS, AHWM & ALWM BY JMO �`� , ENVIRONMENTAL CONSULTANTS *TIDAL WETLANDS STAKED 3/16/2015 'pO F ; To-'Vii O-F';o jlu jiiD FIELD WORK WAS COMPLETED WITH 8" OF SNOW �'P titi � COVER. WALKWAYS NOT SHOWN HEREIN. c1115 ^4j0 0� ELEVATIONS REFERENCED TO N.A.V.D. 1988 FLOOD ZONE FROM FLOOD INSURANCE RATE MAP MAP NUMBER 36103CO162H SEPTEMBER 25, 2009 ANY ALTERA770M OR ADDITION TO THIS SURREY IS A VIOLATION N.YS. LIC. NO. 49618 OF SEC77ON 72090F THE NEW YORK STATE EDUCA77ON LAW. �°y e ECONIC S MORS, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICATIONS AREA=16,419 SO. FT. � y e�F�tiN (631) 765-5020 FAX (631) 765--1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF �fyFs SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR y qo P.0. BOX 909 WHOSE SIGNATURE APPEARS HEREON. TO TIE LINE �� 1230' TRAVELER STREET \ SOUMOLD, N. Y. 11971 14-002 r REVISIONS - AS BUILT DEC. b, 2018 6:21-511 OA/ � Ll 811 811 511 V G 1, 11 15'-1" 18'-8" -- ------------------------- APRON - -----------=- 'I--------- APRON I 4�ia I O 1'-511 8'-IY�" CONCRETE STAIR I 4 THK. GONG. SLAB I II WITH BLUESTONE = 1 REINF. w/bxb, i%0 MM. 1 '•- i TREADS AND - - -L-- ------------------------1- - - _ STONE RISERSry) : ' '. fid'•w Syx ;;rr:»?„ : r" .-I..•►•, 1 ., }' 9::ifxr;. h ',.7: aq.twv'<>,:i,-:,}.,.. � . ,;k h•'1 '�'• �'��"�' . . r----- ---------------------------� y� I �J. I I ,• uj hj' I 1 :�• I 6AR66C I 1 i - ----------- -I--------L- ----------- -� 4" THK. GONG. SLAB j I :y. :,1 ny. rv,S• ,:r;;;. 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CONC I I LAYER OF 5/8" In O t TYPE X GYP BD tr WINDOWS LAB ONG NPLAN) 2'-2" 3'-8" 3' EACH SIDE - O D I O zz HB OI 3LL-158" 'LV HDR E I = „ 2 II 7/8 LVL 3-a 1/2" LVL HDR ! //,. 336�(, yy�� %J11 ;i, %%_ %! _ i/% RAILING Awed ota ,i,, %�% -2X6 POST v p in _ O FROM HIP ABOVE 1 j _ - 2-II 7/8" LVL � N IL � 1 ------- ----- V w - = 1 O J - 3-11 7/8" LVL O - P Q > ROOM - IL F 1 _ L IN UNLJKT 12 DN m OST FROM z -------------------------- O x = WOOD FL O - ---- ..: Q I U# I G T 17 L G 6 I d ABOVE m O m N n m V L561MIN. ►� G O ET to ,A N m PANTRY V LINEN cV •,I.LAYER OF 5/8" DN W 1:21-011 �� - I P CLOSET cV TYPE "X" 6YP BD z O / 2X8 ® 16 tr O EACH SIDE 1 '-1 " L '-8" 5'-'7" 61 14 $ a 3 m 411 �"fALL f � m �- �_ I I I WOOD FL ctm r WOOD FL O N I HB 5 I ( I �t 15 iv ---- + a 1/2" /230 TJI ® 16" OG = N ::1 BLUE510 PA ERS � f R� I i I I TIMBER FRAME POST It AND __ I I ----- O ON " REI F. G NG I BEAMS - SEE SPECIFICATION I I I I I I Z m BON E 1 i I I 4 TIMBER FRAME PRAWIN65 -1 I NET BART I UL 1 Q I INOODI FOR ADDITIONAL INFO ALL GABINETRh'I 4 ' =ry � I I I '�'` 16 �_ iALL 0,A51 'MY 4 I I lX I I d.Ir BY OWNER I m 17 O d 36" 16H 5. GABLE 1 C.T BY OW R -_J I I I ____J1__--__J1____ ' -- ' "' RECESSED = Z IN6 - EE SPEC I ----—LI-- I MED GABS. r1 1* II -------- - %r %/%_ __ _ rr �,�r,�-�,: _� j L11�INC-� �R��4 � -;,- ;,��% ----�T-------,T--S- X I Q � �� CLOSET ; ;,; to Q' i' ,ii 3-4 i; 11 � I I I I I POT RS STAIR I ow j 'i I WOOD FL I L6H I " / CATHEDRAL GLG I INING fit _ j 4 PLF -� o Y -w tt ------------ - %. 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AT'ALL I TRIPLE JACK POST ilii /ii/:l�i y /�/ „, I WINDOW -411 1 It 51 41- --- --- --- --------------- - 1/2° LVL W/ — I I I I gO O - 2-1/2" STL PLATES O OrCid Nc 5 1 L V Q �t � Y 4-2X6 POST CASED I I W ��C -VV IN IX PVC TRIM W/ 1X4 I 1 r 2 O = `� •ST �o , I I I I 3-2X10 HDR I BEDROOM 2 1X2 GAP 4 1X4 BASE I I- - . .� I $� WOOD FL z TYPICAL AT ALL COLS H I I I I I 2-2X4 CASED IN IX PV I I I t L U I 1 21 N " L I J o t j - FIXED WOOD SCREE I I I - 1 1 O m C1 �, s ��� 53 STORM UNITS - SEE SPEC I II ' I I 2-2X6 POSTS - Lu 0 A = I I 5 1 I WINDO T ALL r ( _ p - I - 1 - 1 - I = OJ NO: ------------_ - --------------------- -—------------- ------ ---- - -- ----- ------- - ---- �. -----—-- -------- 1612 DN I i 5"XIO" PILASTE F F I F OU DRAWN BY: sv TDOOR SHOWER NS 10 ( z _ I I FALSE BEAM TO OO #11 -� -� MATCH PORCH BM I �� EE WINS SHEET ADD CHECKED BY: I � NS TO DRYWELL DATE: I � lu I i JULY 26, 2017 SCALE: 91 1 - 011111 6'-5" 3'-2" 10'-8" V-2" 6'-5" 6'-1" EQUAL EQUAL SHEET TITLE: bit (Oil I I'-8" 12'-6" 17'—O" 12'-6" FIRST 42'_5" FLOOR NOTE: 2-2X10 MIN. 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AT ALL ' I WINDOWS \: —————— ————————— L— in -----Y I------------------1 ----- A A ji 11 A A A 3-2X10 HDR 6H'F- I � c G < M ,rh Iu i I - ROOF B LOW HALT SHINGL ROO w ALL I I 1 5HING ON 50# Rl or= --- -------- -------------------------- ____ I - --------- -------- ---------------- ---- ___ _ ' ------------ -_-------------------------- N -__-------_ ROJE O: 1612 j DRAWN BY: j I I I CHECKED BY: NS 5'-4•• j II. 8, DATE: NOTE: 2-2X8 MIN. HEADER j I I I j JULY 26, 2017 7'-4" 7'-4" SCALE: 1/41v = 1' - p" 1:21-611 I7'-o" 12'-6" 14"-8" SHEET TITLE: SECOND FLOOR PLAN A S E 3h U I L wim SECOlftmD FLOGIR PLAIN01- 4J SCALE: 1/4" = 1' -0" ��� SHEET NO: T 01$W QF�® : . M`F��WERIO"lm - ,---- - - I -�--- � - --- ---------� 11 -- - -- ---- -- - - , -- - - EX15TINC7 TREES WELLS ROAD . � TO REMAIN EDGE - , DRAINAGE CALCULATIONS SITE DATA - Y OF PA VEMEN T (PUBLIC WATER IN STREET) .-- -� AREA OF RESIDENCE (DW-A) SCTM # 1000-86-02-10 CONTROL MEASURES ---- --� --1 DR"r NELL AREA x RAINFALL x RUNOFF FACTOR � PROP05ED SILT FENCE 1� DRIVENAY (DN-A) 5,545 5F x (2/12 FT) x 1.0 = 5q I CU. FT. PROPERTY: 3575 Wells Road DURIN& CONSTRUCTION --� .ENTRY --- ---� DRIVENA"'( USE: (4) a' DIAMETER x 4' HI&H POOL Peconic, NY 11958 . --� UTILITY (4) 8' X 4' STORM DRAIN RINS = 675.65 CU. FT. SEE DETAIL I /0 POLE ENTRY PROVIDED REGUIRED OWNER: "1*4� 1 Robert Serling . "111� 0 1 . . I EX I 5TI N&----____�_�____ 1.21 � \ 675.6 CU. FT. > 5el I CU. FT. 104 Roxen Road .I . PUBLIC, --- \ AREA OF DRIVEWAY (DW-B) Rockville Center, NY 11 570 �, �� . . NATER R-256.60' I -� I", %% DR'r' 11,ELL AREA x RAINFALL x RUNOFF FACTOR SITE: 16,419 SQ. FT. = 0.376 AC. PERMANENT STORM Cr7 . I -9 -,4�- \ 1-4 ETER----_ — LO (DA-5) 1�2(05 5F x (2/12 FT.) x O.-1 = 145 0U. FT. AREA YiATER RUNOFF CONTROL I � zw/w/ vml M USE: (1) & DIAMETER x 4' HIC7H POOL I 11: �0 ,�,, ��r/.' -Q, \ - (J . ZONING: R-40 - MEASURE NEN DRYNELL (S , ., U - +(5.2 L=79.54' ,�, NEVi I " UNDERC70UND (1) 8' X 4' 5TORM DRAIN RIN6 = 165.1 CU. FT. YV MTL 6RATE TYPICAL Q) , - � "/,-- 1\-, ",- ,\ ,---, - - I �0 AATER L I NE PROVIDED REGUIRED Se �! , I / \/ \ / \., "---, /, �11 -�: 166A CU. FT. > 14e; CU. FT. ALLOWABLE SEE DETAIL �� I I � I EXP )` LIP \/ \/ \\ // \% \ - NEN UNDER6ROUND LOT w " . \\ I f LF t F I I I - ELECTRIC $ UTILITIES LINES 1, COVERAGE: 20% OR 3,283 SF 0 0 \d. I \ 1% % -xP \� Exp 11 /b/ m '/ "I ,�.-1\ / \ / \ I .. --1 1� \ -\-"" -\ / \, - ACTUAL - "I , , -\ lr^,tl� / 1--cl- ,- -� / > "I � \ / \ --1 1� � I--- --------.. --- / I \ / ,,.--- � I LOT � PROPOSED NEN SEPTIC SYSTEM ,/ +-7.5 \ ' %/ \ � It ,., , () LP - - LF- \ I PERMEABLE STONE 6RAVEL ,AFPFi-l'iEum� 4�,--- 'N"'-f, COVERAGE: 19% OR 3 122 SF 11 4 ,1%�.,!'.Z.-U � � FOR A 5 BEDROOM RESIDENCE #� / y /% I—— LF I / 4 7 '\ �rm "O 11 /, It B I �) 11" \\ //%\ /I / I DRIVEYqAY - NON RCA MUIR lip.l.I \, LIJ - (1) 1200 6AL SEPTIC TANK (5T�' / ff) f- --- 1�--- I \ / / p . Effmz- FLOOD: x \\5x4 ,, z 11 ----' itz�, 6RAVEL MATERIAL - , z 10 FT DIA x 2 FT LD / ,----., 0 F! ;a.I , EST --- -- I . � F��E,:, 1� , Eiy(:.---&)------wft ZONE I '� / '�-, t-Z----Ff sulmna 0,Epp,,7'-'x-,---- r22% �/ IY ul , ---� / � " / , Ir ,:.a pitc,h - - 1k- SURVEYOR: Peconic Surveyors t , - (5) 5' DIA x 2' HIC7H a— LL U) .1 _ . OLE / /11 \ ROFO5ED NEA kNATER LINE FROM R&1,302 Sp4f To 4.-t,l F,,)- -,4a -7 POOL (LP) �, — , / / FMC,W,.NG, jrj-,,,,,E�:� , i- - 6RAVEL— EL +-7.5 , ,., ,�),�q- P.O. Box 909 .a / LEAOHINC ': — -- / I I I A NATER MAIN AT ROAD TO 67ARA61E .: ,�! I — — -Ml\,/EAAY A 1. FOUNDA-1710n - Tvio ':' ., I / ! r - FUTURE LOCATION FOR I "I - . / , \ Pr�7QU.pl�o Southold, NY 11971 � . . \ \ 5x4 ,/ , � FOR FOURM MN(:r - I- ,---,< V-,�,D/11 � � iTtz Lic. No. #49618 (5) 5' PIA x 2' HI6H IS oil 1,, //, 8?.2+ ___--n / `,�C"A \ /�----� � 2. RoUGH - FRW,,,N, G & pLtjM3p,,a DATED: February 11, 2014 9) ,,I 5T \\ V- / LEAOHINC7 POOL (EXP) SID , I 00 O / 1 3- I'Nmwow m III ------I = / 4. FINAL - Wt SEF RD k\ / 11--� I z� ----rl-v--- I =twam mmT NOTES: m m ___j I � I-- .- " ... .... ... I"..... . . - ... 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I — — m FOCCUPANL","Y " 1i -- . --Z-- 5EPTIC, LF-Ar,HINC7 LI- ,D/�, ' ,-A X15TINC-7 SHED TO D .-- ---_ --- -� .SOLDER USED IN WA TF-p \-Ir-. +'7.01 TANK POOL / Ix m — 5 SUPPL Y S YS TEM C11 P&O T I E. +63, E30T OF POOL , CT NO: 1� BE RENOVATED — — — — --- -- — � --- EXCEED 21i o OF I% LEAD. IE. +6.a, IP. +(0.1 I - 'Z :2.45 FT. / PRO1 1612 (0 / ---�- — — — — BOT OF---*" -- — — -- " X —&R.OUND NATER, - DRAWN BY: \-j . I 1 DO t4OT PROCEED VVITH—Sr=PT I 0 ELEV -0.5 FT UT :-- Cc? - . FRAMING UNTIL SURVEr,ANK +1.5' CHECKED BY: & (z: NON TURF BUFFER () OF F.*OUNDATION LOCATION ;er- PLUMBINIr-1 HAS BEH724 APPROVED, 10, 01 14 NS ;1� HEAD . 7 DATE: z � +- P-9), ALL P!i-��-,,�,,l��, � ,-!'STE July 26, 2017 "I I -a WATER Ll'�,-r'. , -"7,-) T � -, SEPTIC TANi< �N/ - E C) S27*50'22"W 129.04' TESTING BEFORr-CU V-RING,,� SCALE: � CO ,--V (TIE LINE ALONG 11 � MONCLITIC. 15ASE SEPTIC PROFILE 1w1 = 101 - 011 C: m (N.T.S.) 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PAPER ON g/4" THK. PLYWD. a �, ON 30# BLDG. PAPER ON 5/4" THK. PLYWD. DECKING 11 DECKING ROOF DECIK — TOP SECOND FLOOR SUBFLR. TOP OF PLATE ' "1 1/4" LVL ® 16" OG GUT WITH �" PER FT PITCH PITCH DN = = TOP FIRST FLOOR PLATE �----- ----�— -22 SPRAY FOAM INSULATION 36" HIGH 5.5 GABLE UTTER TYPICAL RAILING - SEE SPEC �,��,J L v�.e,�C BEDROOM #2 LL u x, rr \pky SECTI®N THRU R®®� ®EC1 � TOP OF SUBFLklp- ------------ TOP OF PLATE � ----------------- -N i 77,s -\N`,�G -0.. --------- --------------------- 5/4 10 FRIEZE 5/4x10 FRIEZE TOP OF 5UBFL i 1---------------- ------------------ PROJECT-NO: CASEMENT TOP OF PLATE WINDOWS W/ / 1612 5/4X4 PVC DRAWN BY: � TRIM O NS DBL HUNG c O O ,' �� CHECKED BY: NS �- DATE: JULY 26, 201 TOP of 5U5FL 'i P46 TRIM SCALE: —— ------------------L———————————————————————————— � / 1/4" = 1' - off BOT OF FJ SHEET TITLE: ;. •" ,"r. till '•^h:,,?re. .•••r -:R' ^c,.Lt:aN'r,'.. -. t. - Y: {'is :T'+.5-iii? .ire-n. ::: k.•'. F:Y. hi "+: ; 2ri i i .k ,t i �• �, � � ti• ,>-. .; ,y,!-k•�'ij'..i.;�. �.�..,,,:,�:�"'..:�:;•: i'"�i:.•4'=�r_ TOP OF SLAB SLAB EL: 8.5' =`� " "+, -J., .!:,4t,', r; , . �Ps,."i';;�,'S�S,k•. `':`'' .. ,`-�4 -•"`;.%.c'zi`+S ',*4.'; Y:.. ..•... NORTH NT I I I z OUTDOOR SHOWER I i METAL 5A5E 1� I 1 I SEE SHEET #II 1 f4—$"D GONG TUBE I ACCESS DOORI ' I m 1 1 1 I I 36" BELOW GRADE I r-------------------- , SOUTH L J POURED GONG. FD1 WALL 1 I r ELEVATIONS LIQ I I I I I I I I I SLAB EL:1.66' TOP OF SLAB F1-------------------------------- �-- T.L— � --- ---------------- --------------------------- -----------------I----------� SHEET NO: N %Jbm% 1-H E L E V A T I 0"'1 0- SCALE: 1/4" = 11 -011 E"OUILDING"" 1PERM0' LINE OF ROOF BEYOND VENTED RIDGE GAP (TYP) LINE OF ROOF BEYOND ASPHALT SHIN ROOFING ON structure? 30# BLDG. PAPER S. PLYYVD. DECKING ON 2x10®I6 FTER5. ATTIC,, O 2x8®Ib" GLC. JOISTS WR-30 BATT INSULATION, W/ Q 8 WOOD FINISH GEILIN uj TOP OF PLATE % z NOTE: TOP T I MBE R BEAM PROVIDE HURRICANE CLIPS AND ALL I-4 RE I D PP AS PER GODS QU RE STRA I NG PROVIDE CONTINUOUS VENTING AT RIDGE OPEN TO L MNG RM i VIN L GLAD WOOD WINDOW. 2X6 5TUD5 AT Ib" OG E3EYOND ' SEE PLANS 4 SPECS. FOR ATTIC, YM-22 BATT INSUL Ixb PVG FASCIA w/ PVG BEADED '' 'i, UNI DESIGNATIONS VENTED SOFFIT BELOW B Ixb O OST :<_: i PVG FRIEZE BOARD W/5 HALF ......36" HIGH IN OD RAI PROVIDE PAN FLASHING UNDER 'dJ ROUND ALUMINUM GUTTER SEE �' SEE SPE I ICATIONSIL1.9OF SECOND FLOOR IXIO FRIEZE _ w WI OW5 FACING WATER AND ®G 05E ROOFS 2X6 STUDS ® I6" OG W/ :� Q IXED SKYLIGHT- SEE SPEC S/a PLYD 5HEATIN6, I5# ALIGN P OF F SUB L WXx BLDG PAPER 9 WOOD >L W/5 DEC KIN 5HIN&LE5 1215 TOP OF 5UBEL I TOP OE PATE IX T46 LAMINATED WOOD I/2" GYP BD GLG STRUCTURAL DECKING PROVIDED2X8 CEILING JOISTS W/ I-411 INSTALLED BY TIMBER FRAME PVC BEADED BOARD CEILING .�. SUBCONTRACTOR VINYL GLAD WINDOW TIMBER FRAME- FOR ADD. PVC CASING ON BUILT-UP I I a LINE OF ENTRY PORCH W/TRANSOM ABOVEINFORMATION SEE TIMBER p WOOD BEAM. I I O BEYOND - SEE SECTION rNTRY SEE PLANS a SPECS. FOR FRAME DRAWIN65 PROVIDED O L1 0 "G" FOR ADD INFO. POR UNIT DESIGNATIONS BY OTHERS POR�r„T I I z ♦ 1 FAM I `I' ROO <I TGHEN o o `� I I W PAINTED GYP. BD. FINISH KITCHEN CABINETRY BY OWNER W - X. 2 Q 4-2X6 POST CASED Q a IN IX PVC TRIM W/ IX4 I i u- O Q z I X2 GAP 4 IX4 BASE I U TYPICAL AT ALL COLS I I p �. WOOD FINISH FLOORING ON "/4" PLYWD. I i-7 I I I SUBFLOOR ON TJI FLOOR JOISTS. SEEF— !' PLANS FOR 51ZE OF STRUCTURE. 4 IX4 IPE DECKING ON 2X10 PROVIDE R-22 BATT INSULATION BELOW i Q i PT DECK JST ®I6"00 IITOP F= rniAr-1 BO i OF E I R5T FL. EJ -2X10 LEDGER BOLTED --- 2x6 TR. WD. SILL, w/TERMITE TO FLOOR STRUCTURE 06 Z. IMOISTURE, SHIELD MILWBD DEPROOF GYP (2)#5 CONTIN. REBAR, TOP r~�';• N Q \\ \\ \\ \\ \\ \\ \\ \\ \\ +•j,' STL BEAM - SEE BASEMENT OF WALL J o FLOOR PLAN FOR SIZES BASEMENT g/8" >c I g" ANCHOR BOLTS ®32" O // / / / / �///� / W —j' w z 3 x \/\\/\ \\/\\/\\ :;;, w/3x3x�(b METAL WASHER, 12 FROM /\/\/ _ :ry _ = a z LL \ \ \ \/X, \/X, \ \ \ 4 O.D. STL PIPE GOL EACH CORNER p`� / / / / ON 3'X3'XI8" PG FTG ' '� \/ W• j // / REBAR EA AY SET 411 W � r SET 4" OFF BOT. W 5" THK. POURED GONG. FOUNDATION m g • N = M /\/ .�.: WALL w//LIQUID APPLIED //\//\//\/j\//\//\��/\/\/\/ Q F-• \/\/\/\/\/\/\ DAMPPROOFING7\ \ \\ \\ \\ \\ \\ \\ ,, \ \ \ \ \ \ \ \ \ N N- 'w . " THK. GONG. SLAB VIDE SET O POURED GONG. FOOTING •.� // .:•.•� w/6x6 1O�(O WWM. PROVIDE SET ON UNDISTURBED SOIL \ \ \ \ \ \ \ \ \ CONTROL JOINTS d EXP JT w/(3)#5 CONTINUOUS REBAR AT PERMITER OF SLAB OF GONG. 5LAB // // // // // // ..:......:... // // // // /11 \lo / // jj\\j\\j\\j\\j\\j\\j\\j\ ;•,,,. z �R,�;.`� .�,F � s \ \ 017953-1 ROJECI�!` NO.: 1612 DRAWN BY: I I bOft EtAw CHECKED BY: SCALE: 3/8" = l' -O" DATE: JULY 26,2017 SCALE: 318" = 1'-0" SHEET TITLE: BUILDING SECTION "Bvv SHEET NO: PROVIDE HURRICANE CLIPS AND ALL REQUIRED STRAPPING A5 PER CODE. VENTED R06E GAP (TYP) 2-2X10 RIDGE ASPHALT SHINGLE ROOFING ON q 30# BLDG. PAPER ON 5/4" PLYWD. 1Z DECKIN6 ON 2x10®16" RAFTERS. O 12 8 STT I GCL6. JOISTS w/R-30,BATT INSULATION, W GYP. BD. FINISH BELOW z 2x8®16" 01-6. JOISTS w/R-50 BATT INSULATION, BOTTOM OF COLLAR TIE GYP. BD. FIN15H BELOW — ASPHALT 5HIN6LE ROOFIN6 ON 50# BLDG. PAPER ON 5/4" PLYWD. ATTIC, 2X4 STUDS ® 1611 OG DECKING ON 2x10®I6" RAFTERS. W/R-22 BATT INSUL 1x6 PVG FASCIA w/ PVC BEADED R-30 BATT IN5UL MASTER BEDROOM VENTED SOFFIT BELOW 4 Ixb PVC FRIEZE BOARD TOP SECOND FLOOR PLATE 1/2" GYP BD AT ALL WALL5 4 01-6 3-2X8 HDR 12 � 8 IX4 CASING W/ VINYL GLAD 5LIDIN6 PATIO 2X6 STUDS ® I6" O - -- BAGKBAND DOOR WITH TRANSOM ABOVE = W/R-22 BATT IN5UL lu STAINLESS STEEL GABLE RAILING 1 0 _ IL AT 36" HIGH_ - SEE SPEC c O STT I G STOiZC� WETBAR CABINET V Ixb PVC, FASCIA w/ PVC BEADED BY OWNER p VENTED SOFFIT BELOW 4 Ixb �/ PVG FRIEZE BOARD O i�O O DEG< 1X4 IPE DECKING ON 2X4 VINYL CIrAD WOOD WINDOW. WOOD FINISH FLOORING ON g/4" PLYWD. PT DECK J5T ®16"OG ON SEE PLANS 4 SPECS. FOR TILE rL ON 3/4" PLYPV 5U5FLOOR ON TJI FLOOR JOISTS. 5EE RUBBER MEMBRANE 4 5/4 UNIT DE516NATION5 5UBFLOOR 4 1" MUD MASTER 5ATH PLANS FOR 51ZE OF STRUCTURE. PLYWOOD ON 2X8 FL. JST. BASE PROVIDE R-la BATT INSULATION BELOW ®I6" OC- SEE DETAIL z W PLYWD. SUBFLOOR ON TJI FLOOR TOP SECOND FLOOR 5U5FLR. O JOISTS. 5EE PLANS FOR SIZE OF - - — _ STRUCTURE. PROVIDE R-IQ BATT INSULATION BELOW O _TOP FIRST FLOOR PLATE_ ui R T.-PRA�Fa.AM 0. INSULATION 5TANDIN6 SEAM METAL ROOFING w/ALL REOV FLA5HIN6 ON 30# - - BLDG. PAPER ON s/4" THK. PLYWD. 5/4 X 4 F-110 EXTERIOR TRIM 2 LAYERS 5/8 TYPE X—/ DECKING GYP BD - VINYL GLAD WOOD WINDOW. q SEE PLANS 4 5PE05. FOR it UNIT DE516NATION5 OVERHEAD SECTIONAL DOOR W/ O HIGH BAY TRACKIF 5EDROOM #2 O --- ----= I WOOD FIN15H FLOORING ON 5/4" PLYWD. Z• D ice'O O M I Cl L• cL.-, PLANS5UBFLOOR ON TJI FLOOR JOISTS. SEE PROVIDE R-22 BATT INSULATIIOW INSULATION RE FOR SIZE OF 4" P.G. REINFORCED GONG. APRON N Q GARA E M 4" THK. CONC. SLAB REINF. TOP FIRST FLOOR SUBFLR. LJ p o w/bxb, 1% WWM. PROVIDE CONTROL JOINTS A&MAI BOT OF FL. JSTS. = W• w LL i r Q N � . WINDOW . 1.::.•:.•.:;. ..• : • .• .:.s: ,•.... .. ..;,..•.. •. .:, � :.. :...:. ...• �'� BASEMENT AT R M JOIST INSUL *� OF#WALL TIN. REBA OP W N v AWNING B R T \ \ \ \ 1/2" MOISTURE, MOLD 42x6 TR. WD. SILL, w/TERMITE Q ~• // 7/77- /� //\//\ s MILDEW PROOF GYP BD t, SHIELD N / \/\/\/ ;,.: /\/ / / / / / / / / / / / / / / I /8 x 12 ANCHOR BOLTS ®32 OG \ / / / / / / / / / / / / / / / / / / / / / / { a w/3x3x�e METAL WASHER, 12 FROM � \ SOLID GORE DOOR L. ASE M E I T EACH CORNER \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TO BASEMENT STAIR /\\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ :y: 8" THK. POURED GONG. FOUNDATION \\/\\/ ���,`-� `7✓YO. D MPPROOF I NG APPLIED //\// c, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ " THK. GONG. SLAB REINF. 12"x24" POURED GONG. FOOTING // // // // // // // // // // // // / '•:;;: w/bxb, Io�(o WWM. PROVIDE SET ON UNDISTURBED SOIL / / /\\/ CONTROL JOINTS w/(3)#5 CONTINUOUS REBAR \ TOP OF SLAB // 72 >/ 3 G� / \\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\ 10ROJEdf NO.: 1612 ////// //////////// ////////////////////// i \\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ DRAWN BY: NS / CHECKED BY: NS DATE: JULY 26,2017 SCALE: 318" = 1'-0" Ar m SHEET TITLE: o " I I L D 114 (03, E"' E mv"l Ao'lhL N SCALE: 3/8" = V -0" BUILDING SECTION! SHEET NO: VENTED RIDGE GAP (TYP) —5-II '7/8 LVL R06E BM ASPHALT SHINGLE ROOFIN6 ON 50# BLDG. PAPER ON 5/4" PLYWD. DEGKIN6 ON 2x10®I6" RAFTERS. R-22 BATT INSUL 2X8 RR ® 161, OG W/ 2X6 COLLAR TIES TANDIN6 SEAM METAL ROOFING 12 WALL REG'D FLASHING ON 50# -30 BATT INSUL 8 BLDG. PAPER ON 5/4" THK. PLYWD. DEGKIN6 EADED BD PVC PANEL W/ 12 BATTENS AT CEILING ATT I G STORASE 3(— /,- & PVG FASCIA w/ PVC BEADED n/ VENTED SOFFIT BELOW 4 Ix4 TOP OF PLATE 'd0000 1�• PVC, FRIEZE BOARD W/5" HALF TOP OF BEAM ROUND ALUMINUM GUTTER Ix8 PVC FA501A w/ PVC BEADED PLYWD. SUBFLOOR ON TJI FLOOR IXI2 FRIEZE BOARD —j .0 JOISTS. SEE PLANS FOR 51ZE OF VENTED SOFFIT BELOW � 1x4 I -4 ALIGN WITH BEAM IX I I vr7 l LVL CASED IN Q STRUCTURE. PROVIDE R-22 BATT PVC FRIEZE BOARD W/5" HALF INSULATION BELOW ROUND ALUMINUM &UTTER lu — 4-2X6 P05T CASED u 2X6 STUDS ® 1611 OG W/ VINYL GLAD WINDO - IN IX PVC TRIM W/ IX4 ,��° g/e" PLYWD SHEATING, 15# 1A W/5/4 X 4 PVC TRIM IX2 GAP 4 IX4 BASE TOP OF PLATE BLDG PAPER 4 WOOD \< TYPICAL AT ALL COLS SHINGLES FIXED WOOD DOOR PANEL W/ R-IQ BATT INSUL REMOVAL STORM/SCREEN 2 LAVE " N RS 5/8 TYPE X PANELS - SEE SPEC GYP BD AT 6ARA6E CL6 B ALL WALL ADJACENT TO OPERABLE WOOD DOOR PANEL RESIDENCE TO MATCH SIDE PANELS -----VINYL GLAD WO OD WINDOW. �( SEE PLANS 4 SPECS. FOR SGREEI��� - UNIT DESIGNATIONS- AL16N I�t HEAD WITH ADJ. DOOR F0RC,H /� 1X4 IPE DECKING ON 2X10 O GARA�E PT DECK JST *16110C TOP OF DEGKIN6 IXIO PVC BASE 3-2X10 CONT. OVER P05T5 �IO' KPE X 8' HIGH SECTIONAL OVERHEAD XIO PVC APRON GARAGE DOOR- SEE EXTERIOR ELEV. 4 SPEC LATTICE PANEL IN IX FRAME BETWEEN 6X6 CASED IN PVC, TOP OF GONG. SLAB dJ \\ \\ \\ \ \\\ \ \ \ \ \ \ \ ISH GRADE ,, :\ �\/ / / / / / / / / / / / / / / / / / / / /\/\ \ \ \ \ \ \ FINISH GRADE xy� X / \ \ /\//\//\//\//\//\// // // // // // // \ \ \ � \ \ m \ \ \ ��.. \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ .:: \ \\ \\ \\ \\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ f\ /\\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/. ui \//\ \// \// / \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ \j\\j\�%\\j\\j\\ \\ \\ \\ \\ \\\ 110 B mum I L D in in l ' e% ""'C"" B mum I NL I Ni UAow& "a"" E%f 10% N" \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SCALE: 318" = l' -O" SCALE: 3/8" = l' -O" X06 Z // Q• N CD n M O1 r r a ¢ r W -i- W z W x E ¢ Z LL UJ• c=i ui -a ¢ 0 W• 'V = M U n QI-'•° U m 4'-b" 4X4 P.T.POSTS 5/4 X 6 TOP RAIL %0 �bc, y C LATTICE PANEL X4 P.T.POSTS 10 IFE X4 T46 PANELF.T.KI G S (� 0J7o J .1 No / sENGH WITH IX4 R& E& O.: 1612 IPE SEAT LMIX4 T DRAWNGKIN6 ON 2X6 T. BY: NS�EGK JOIST Ib O.G. CHECKED BY: . : -� T NS /\ P DATE: JULY 26,2017 SCALE: SHEET TITLE: OUTDOOR SHOWER PLAN BUILDING ()) OUTDOOR SHOWER DETAIL SCALE: 3/8 = 1' -0" SECTIONS SCALE: 3/8" = V -0" "Ell 717 SHEET NO: AN M IX T S ::.::. 4:!. a GA TINA iG ..; 1_ P O EN TO ENTR BE FIX ED PICTURE Y YOND R ME FOR A DD. T MB E FRA I WINDOW R MAT I O N SEE TIMB ER INFO ,.)•' - w R WIN65 P ROYIDED O FRAM ED A HI HANDRAI Q i 36 GH L O YO THER S - B QC 5EE SPE G !L O 1=161= 1_ 01=T w Ill 36" HIGH HANDRAIL W SEE5P EG H ::�.: LAMI A N TED 2 STRU GTURA L DECK INC wD N FI F ^. W/ L R HA STA I 1_ : ; L G`2: Yom: k I E ;.: ,�.. t� x.::. ;.; - (� w } w la .:i:'' \: f': F.; .\•' �� i~ w A r. ',' 36 HIGH HANDR I L R� I� 1' SEE SPEC 11- M ER FRAME- F R TI B O ADD '..� IX I NFO RMATION 5EE TIMBER I X4 1W OOD TR IM w/ W FR A ME DRAWINGS ND P. PR01/I DED BAG K BA TY �� B Y OT E S WINDOW 5 WOOD STA I R - H R5 A DOOR LL >' I- ENTi Y DOOR AND SIDELITES / - r G F I GAT ON - 5EE 5PE I i i L.I I�C� AR1= A 4 �- KIT G+�1=N DI N I NCS A REA n� V I w Z k:: :: a O W L) :,: w ,: I � 2 LIVING AREA - WEST ELEVATI® � ENTRY - �i/EST ELEVATION t..:. Z Q ��j O 4• eap T '.'' • Y M J o n E N ' a 0 M X TR 5 M W J U 3 K ID W z W O W r. Q F Q Z LL S W ui �' of o M e} Q N fO ':; N O :i: _ •M1- v i+ W N M y U n ': 5 �. r m • m ' i•, Q U ., . `.. :.;. i• ,^ O 1=T vI N \. f• ;.. w:i FI XED PIG RE I'•` yv }• TU O OF G 1= ... WINDOW -i - TIMBER FRAME FOR, ADD. :';' X4 W NDO GAS I NG INF ORMATION 5EE TI1wiBER _.. W F RAME DRAWI G5 P <. N iROViDED A V W A G KBAND :? V /B r P _`. n BY R OTHE S �, _� �. . t G� �` I /.\ 3 �` 2 6 HIGH AI HANDR t L yi v pp t i y, b •i, ,5, l� :�; :. j I' /i •) `', ♦Y ;•) i,:. 4 ,j . '� 1 `Y. ;` L AMINATED STRUGTU RAL u, T FIN. F Q 1 DECKING WD L YV/ C J 7 •G 1 i• r� r,. ��r �. ti. �. i. �. P C =N ROJE O• j.: 1 12 6 w ::::.......::..:.:..:.:.::.:....:. :. :.......::........:.:.. :...........::::•::••::•::.:.:.... •:::•::.:. ... :•:•::.:...:::::::::•:::::•: RAWN BY. NS D CHECKED BY: IL / NS (� / \ w / ULL IX wD TRIM \ DATE: / BETWEEN I D \ JULY 26, 2017 / w N OW \ I- / TIMBER FRAME \ SCALE: - , K I TC.,HEN r - AREA \ SHEET TITLE: 1_I Y 11�G ARI=A 9 FIXED G 8 INTERIOR PI TURF wlNDow ELE\/ATlO�1 } \ INSWING PATIO / Q \ DOOR / \ / w \ / t� \ / \ / SHEET NO: \ / \ / 3 LIVING AREA - EAST ELEVATION � TIMBER FRAME [-TIMBER FRAME E -oil . : : •:::..:..................................... - TIMBER FRAME FOR ADD INFORM ATI O N SEE TIMBER R FRAME E D RAW I NGS PROVIDED VIDED m 10 BY OTHERS e OPEN - TO 2 OPEN TO , TIMBER POST 1=AM I LY ROOM LIKING RM ago 11 BEYOND BEYOND K I TGA O _� SPACE NOTE: ALL CABINETRY = 2 GOUN O � TERTOPS BY OWNER ui z Nk KITCHEN GAB 1 NETS COUNTERTOPS BY OWNER %ir %' POWDER BATH FLOOD. PLAN PID COVE MOULDING COVE MOULDING 13 KITCHEN - WEST ELEVATION 14 KITCHEN FORTH ELEVATION NATURAL WD t• TIMBER FRAME WINDOW W/ IX4 CA51 NG W/BACKBAND MIRROR OR BY -NATURAL WD 7777 N L V O WNE R W W N O X4 W D ;v / CA51 NG W/BAGKBAND o O K I TGHEN PICTURE HOOD Lu ;: a. ex .. GK P _ rL � X6 WD BA5EB0ARD 5 ;%//i,!" RANGE ad z i/iii',./,'. SOUTH ELEVATION WEST ELEVATION KITCHEN CABINETS COUNTERTOPS !!' ',' �, a 9 S 10 M BY OWNERIt LJ i /// , / ',%j,i f" v Lu GEO\/ MOULDING w• Q N (7 � W• N = M H to �•:;� 1KITCHEN EAST ELEVATION ON 16 KITCHEN EN SOUTHH ELEVATION TI N ..i': �i�AINTED � :� :� ��� �• GYP. BD.�•�::� • ; �:;:. `'�•• n l". Y I .J� tfptl 1 ` rTt(r,A v 11 A/1 PROJECT NO: 1612 ti: DRAWN BY: NS ,t. CHECKED BY: NS DATE: 11 EAST ELEVATION_ 12 NORTH ELEVATION JULY 26, 2017 SCALE: 1/2" = 1' - 0" SHEET TITLE: INTERIOR ELEVATION SHEET NO: " DEEP NICHES, APPROX. 12"xI6" ALIGNED w/TILE (01-011 PRE-FIN 15HED WD PATTERN, w/STONE SHELF WINDOW W/ I X4 4 JAMB5 COVE MOULDING CASING W/BA�GKB�-4ND COVE MOULD I NG COVE MOULDING a. I I � I I RECESSED MED CABS 11 .. ., .t. .. , :.. . ... / 11 N /, / _ / /' G. /' / �Y �'•��ROiD". .t t ��ii y� _ / / / I. li 07�R / _ ' 1 Do .t' / /, �. /. , 11_1111 I 1'y• / •T t N '4. 11, / � 1 9 '�.:.: _ PAINTED EGE 5 n '�.; S E - E�E ­ EGE 55E .,i-, •r^ .•t, EDIGIN - — D ED IGIN GYP. B - y`, t;C r ..y; ;y: r•� n•y, ABI NE T :i• BI NET ` I E F - I. II i 00 HOWER' -1 I N IN O UID S m N.: .,E •\ iE o. L 2 `j 0 I :ti., 1 \ 17 1 8 "\ eig� �: �}.��J 4 M� �.. t• h .... -� : . 9 X\ a N M t.'. R „, D ..,' /„ ;/, / �. / ;•t /.' _ "r .. — / / ;� a i/ /. i •'i '/ / %, O r TILE --- L W _ ER I ,j r /. ,, N W G G m : , ­///­ .!"%: ­; I: ':1. ' }: /- // / / / / �, 1. / /./ �'•..•' .hit - F•iw 1. ;�' . L�j I..................] ,.- ,,, ��­ ,��,,/�- ,� /_ '_' "_._..,... . ': i.' '..7".11. -.% ,/////1/,,'-, r t�• -,, ,i- / t " coi , /,//:/ IX6 WD BASEBOARD 2'-8" 3'-4" wl�l 17 SOUTH ELEVATION 18 NORTH ELEVATION 19 EAST ELEVATION (*WEST ELEVATION BATHROOM #1 FLOOR PLAN - 0 6._O.. 10.* a� " DEEP NICHES, APPROX. 12"xI6" ALIGNED w/TILE PRE-FINISHED WD PATTERN, w/STONE SHELF Ix4 DR. CASING W/ V COVE MOULDING BAGKBAND WINDOW W/ I X4 — —— JAMBS CASING W/BAGKBAND _ %, ' {. ;: :.. - -— 2. ____ ____ - I TIMBER POST O :_ ; - i' �. •x• % I W, U ;:, .:;:. y: ::;: 11 ::ti•t /, op % :}• I :. }• .i'.:: -IJR;;��, 60M_ }; 0. 11",/ /- '.x• •}. / /,' -/ t:t TII / L F � N - %r. - :;` r // // / U BA E EGESSE ., 1 - - I: S MEDICINE / T .t` 'Y :�✓' - . 1. GAB INET - - t� t' O } :i 1.'. I XED G F L �::� N t Y s G P: x:?: ::' .::.. �HOWER - c�T m 24 -- 11.' - N - G SURE ':` E LO :`, , ,..0 / 1: '/ .: a: Y` O 22 21 / �; i // / / / 2 , � 3 �// i t Y• 'tt• ''F4WE B .. 'T L: -r-N.-- �.:. (A `:�: H a: - —�--- :`. : '. �7— 1'... C 1 _ tt:. 1A' U Z 5 HOW — E R l•tu^: IN E , ':;. IXED G /� O h R t - V/ Q M 0 :.�' �I E O 01 L N G CNG. - G LO • E :'; AGf<E R ���� BOAR _ 1 Y M :•>j: J h e•. O :r•' i• I Q t :'A O N eh /� O } C° , B:A f ]�. OD •:�� NI :; m _j-•t. :ti` 11 1 3 W Z BY ER % W a 01, :.: \ — Q Z LL t. ••Y E C .`' 4. LIJ• U -1 rom W N _ — if7 O i 2 Q N x a ••f -__- --�— - __ -_- .._ __-�-- _- :_ • N le X4 WD BASEBOARD -- f w U MARBLE SLAB Q �• o 3'-6" THRESHOLD N N- 21 SOUTH ELEVATION 22 NORTH ELEVATION 23 EAST ELEVATION 24 WEST ELEVATION BATHROOM 2 FLOOR PLA GONE MOULDING q�_Oy2�� COVE MOULD I NO PRE-FINISHED WD 4" DEEP NICHES,GHES, APPROX. I x4 DR. CASING W/ WINDOW W/ I X4 10 �P�E N y i, 12 xI6 ALIGNED w/TILE 2I�0,1 , �o G,( \-. Sr�� °-per BAGKBAND GO�(E MOULDING GAS 1 NG W/BACKBAND G01/E MOULDING PATTERN, w/STONE SHELF �, �f JAMBS ° "- I >� '7Z :.. . .. ... .. — ' '. ;. - ,•• R'• } i R r' Q C1, / �, 1 1 f "is:!•• / /, G G • „'i a �• /' V f•: ••1' t S V .}•t l Cv t 0 D — .. :; .�P, `� ;`.: P ROJE T N - 1612 MIRROR BY OWNER � :,µi PAINTED ,° / .7 ...k. ^: -- 'GYP. BD �; DRAWN BY: NS i' ,. :.4 ... CHECKED B -- -1- Y: 2 I 8 N S ,. C• H C 2 5 6 1 0 :; -- DATE: 1-- - - y i..: 27 W JULY 26 2 017 I ,r•: t.S I , D NFA_� -1-t- I— % _ L N G NC C so. l E D , S ALE: L =•; In a. WO l - - t•J' �•ty. G �{/©�� D •tet., :,.�: 11 1 11 �_ - — 01 _�. _ —_-- SH _ - O ER4�_ Y� —�_Ti1/2 1 0X6 wDBOANG05UREW BASEBD-- - — to -- — - SHEET TITLE: A O w :�. 11 :i. ut �_ E F N \ 1. M -3 uU - -- - - ,'t�. BA E t': :y. '/ IIV E I ::� m / T R OR -_j T/,,'' ,,�// � '/"",/ ,,;,/I' llELEVATION , ////�11 �, '11_/ ��' '�� /,I I ", I - f 1, /,,"//1 - NJ 25 X_ � ��-,:,�:�//I // 7,71 1, , I I SOUTH- ELEVATION 26 NORTH ELEVATION 27 EAST ELEVATION (* 8 WEST ELEVATION SHEET NO: M. BATHROOM FLOOR PLAN ELECTRICAL LEGEND DUPLEX RECEPTACLE OUTLET 220V RECEPTACLE OUTLET N^TER PROOF RECEPTACLE OUTLET G5.0UND FAULT INTERRUPTOR OUTLET HIGH HAT FIXTURE 5URFAGE MOUNTED GE I L I NG FIXTURE 0 I-�- 5URFAGE MOUNTED WALL FIXTURE Iw'�..41 , .+v:: .1;�1.Y0lC�iYi:•��'w✓'t``�^.:w f..5 Y' SYw11TGH -- ii. <•}��---:—^—a-- t----r --? --- C� :�:'i,� •:•.....' tit:i.;.,r} :rk:a:•r».:e...:....• '•"�..:•x•,.'•,. ;� ,ti:�"r"�;:�•i. •lr.�.i,:•!�' I `r — t• j PH TELEPHONE I is I W ON TELEVISION 5/7D SMOKE DETECTOR --------------------------------------- I ;kI I CARBON MONOXIDE DETECTOR GM I —;----- -Y--e— t—f—"�--,M—•i---•}.-a,., = F FF-f= FAN I :... I I I h I r` I I I I ' I GRC�E 5LA5 ON GRAPE EXTERIOR WALL MOUNTED FLOOD LIGHT ENTRY TERRACE O O FA O O LN" I "'; I I "''� I I •� I I ;�� I -r.. 'M1} I I '�• I I .1f I ' ---------------------- -------- Iat• ..w,+• .J.` k•. r-'. .M1 :t• - ..i,. ..e.a �...._ .1r I .L�' .�' ...:.w.•,. ..:.....• ..� :k« r ��:«:; ......i._. ..:+i.... .._�.:.. 't:% r *u:C',:• ..M a ). ,M1' NOTE: ALL NEW SURFACE MOUNTED FIXTURES, HIGH HATS TRACKS x' I----------------- ----------- '. ---- ----- ---------- ------------ -----------------� {. TO HAVE DIMMER5 r.h r-1 MECHAN I CAL ROOM I - I "V I •�;: I I k::' I I S I GM " .iw,%�+�Y�„�;:h S '..y fn's•• it••7w*J.`S,i\A•'iR.•.-rtiti�`....�';6.,::.�i�.�;•{:.i,j� 'ai..:Y.`v*syr/:%moi_' 'r•.�''a . As ------------------ li------ uj !s• 1 I I I I I I I .„. I �-----'� E365EMENT '--- --J L__ __J �1 SURFACE MOUNTED FIXTURES BY OWNER - TYPICAL I ��=• I \� j 1\ I I ----, -----� Z. w t'.ffiffi Li Q� M I I I I I .�; I I � I fi;• I rai W J' w z x z u- _ ~ W 0 w) w v W N v n F- II —I----� I '' L-----------------------� /— I I N N' •`?...- y.�. „:1,, o?. nr.4.i:..._.� 4i' _ *:a \ '\L I -jam+"Y I :'A;e: •. i' ••.:':y:,ri� �S}.•^,: :.,...v'•. iC',::�-y_?�,.K!'•:.e{..r±.:...••�:'t�: ..1' .7:r .�.. `•,k�::f 7•��:•.�.4C••::,�dY:.?.. Y,7 l71i, !l.+:"'w':.:v•::•..:. _.:!F::�.�".'' , I / I I �-!<'�•fl::i .k�:.�. ^�; I L__________________________- ".rn \\ // w.l,” _—_____--___------____, _ Int, I \----------------------- f p�' 1 aq \ J }r j k. ------------------�—'' I--------------------L 1----------------------------L 1-------------------_Ll P.:'i,� .i..:y� 9.u.;w: ,.t:'.,-`v'i;ry„':'.ti;,�.�r•., I 1 I I I I I I %'.r: �<i:xa'::.•i :r.•:.�_,•r,4;.;.,.,rz�f. .i i '/ �,.. -----J L----J ------ ------s L---------------------------- PROJECT NO: % 1612 DRAWN BY: NS CHECKED BY: NS DATE: JULY 26, 2017 &AMSEM1= 1m I I= Ltu I Rik; rLAIM SCALE: _ 99 SCALE: 1/4" = 1' -0" 1/4 — 1 . 0 SHEET TITLE: BASEMENT PLAN SHEET NO: ELECTRICAL LEGEND DUPLEX REGEPTAGLE OUTLET 220\/ REGEPTAGLE OUTLET ' WATER PROOF RECEPTACLE OUTLET GROUND FAULT INTERRUPTOR OUTLETO -A WALKWAY HIGH HAT FIXTURE % LIGHTING - ---- --_--- ____-__-__ - 5URFAGE MOUNTED GE I L I NG FIXTURE I / 1 / [+ 5URFAGE MOUNTED WALL FIXTURE \ / \ � LM z W j 5NITGH I _ P}-f TELEPHONE \\ I L J GARAGE DOOR \ I r OPENER TELEVISION I \k DN 1 I q l G,4R�C�E tx I 5/D SMOKE DETECTOR i j 1 A i \I GM CARBON MONOXIDE DETECTORtL EF EXHAUST FAN / r __ i - I I X I I I X I W� (f�� . -L_j L�J / \LTJ EXTERIOR HALL MOUNTED FLOOD LIGHT \�\ ENTR`� i �y ` ----------- 1 FAN `y�' / L9EXF -- , �/ I E-- , �I- -- i'� r 5TAIR TO PULL DOWN I D ATM NOTE: ALL NEVI SURFACE MOUNTED y FIXTURES, HIGH HATS TRA(., \�I I \\\ / \`\ v 3 L ---- J TO HAVE DIMMERS / Q I TO SECOND ! ' \ \ r _ ------ I --- �/ t� T� FLOOR OLS I r ------� // FAN/LTJ / _ I` O D I �- i I11 I MUD ROOM/ \� ; /DN S/D ---------- a I I ENTRY I \ 1 / LAUNDRY 0 11 \ -- PALTRY I \ 1 LJ ------ ;r :....•,:-.:: 1 CLOSET LINEN s I I I /-- 3 3 5H 4 PL GL05ET -- --------� V I / ------------- \ uj FAMILY ROOM r r--"" I i UP G tiALL I CL-- B --- _ice , �, ,r-I - r\ I 5EDROOM #1 I--� -- •- ` - \ --- -----� __ __4-- ----------------- - - _ ---- _ -- -- (�-- 1— - - - - - ---- - ----- - ---- / i'i'- 1 TE 1 I j jF1'_ crowave ------ I \\ I I I I RI I I �/ I I I drawer. I I I WQ l 1 �arr -- I � I L \\ L'�I�I 1I I I I vJ \ oil, I LTJ I I i I �'--`--,I I / 1 �� TO SECONDI I' ` 1 k' r?J I FLOOR GLGJ,Ii__ I G�� I I I / iI I �_1H m---- V14 J. __-- I / �FLOOR OUTLET5 ��TI---- - -rr--- --- ----�-r--- I---�-� -- �---� L� Z. GL05ET_ PL ` <. L a / .3 1 1 1 I I I \ I l I I I / I I _,/ I 5A�THROOM I II I \ II / II y I rr�1 �X� r1 i I \ Q \I I I I j \ I i ! I I I L4� UJI r�-L - c t`� ! W J• z D I N I N 11�A�REA�i W. 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I I I I I I I v I 5H 4 PL O ►- i I 1 I I I r�{�I I r • I I I I I -- ----- / M J I IJ j fi_- I I I I I �' I I \I I CLOSET Q o II II � I / 1 II I - --� I I / LIVINIG A�REA� r I I I / I I I I I / I I I �� 11 I\� I I 1 co U) --- ---�L — — -1.4- — ------JJ_ ---j-L-------I \ � \\ BEDROOM #2 ` J i ` \ I I I \ y � I r - --,�\ \ \ �\\ FAN/LT �vr�\ I J I I � I -fillit _ 1 (1 .,�%C' P OJECT O: �/ --- / - -----' P 1612 POWER TO ,, DRAWN BY: FUTURE 5PA E-- NS CHECKED BY: NS " TO SHED I DATE: I J U LY 26, 2017 SCALE: 1 1/491 = 1' - 0" \y LANDSCAPE SHEET TITLE: LIGHTING FIRST A'a IV FLOOR AR F 1 "' S F L 0(o)" mm E L E C I C P L PLAN SCALE: 1/4" = V -0" SHEET NO: ELECTRICAL LEGEND DUPLEX RECEPTACLE OUTLET 220V RECEPTACLE OUTLET INATER PROOF RECEPTACLE OUTLET ' GROUND FAULT I NTERRUPTOR OUTLET H I GH HAT F I XTURE - SURFACE MOUNTED GE I L I N6 FIXTURE _ SURFACE MOUNTED WALL FIXTURE r 11 II SWITCH i I i w PH TELEPHONE I ii ATTIC , I OTV TELEVISION STORASE S/D SMOKE DETECTOR GM CARBON MONOXIDE DETECTOR P EXHAUST FAN O JEL W � II I II EXTERIOR WALL MOUNTED FLOOD LIGHT I 1� I � II FAN J//Z/ ---------------- II NOTE: ALL NEW SURFACE MOUNTED •0 , F I XTURS, HIGH HATS TR,4GiG5 I I I \OPEN TO ENTRY TO HAVE DIMMERS /F j ��\ BELOW i j % i TO GARASE-ra I I L'P`s I \\\ Iy / ---------- -IN ------- -- r, I WAIL-I N , WALK-I N I V I i j TO FIRST FL/ , I I CLOSET LINEN CLOSET , r,-v-,,I Imo' I L 'L 1 x I I J 1 I N r ' I 1 STRr V ------- ------ I I HALL �� Fi-- 3 - -, S/D -I -B Rq- w W-1- _ 1 PULL DOWN --4_ � GM ,r-� J L�FSJ\ L J`��_I _---L.J L�� , I ��L�J �' rAl� TO —{-'L `-TJ- / I I —I—+ I I I ATTi� I ----- ---------------- ----- I I I T TO FIRST FL FAN/L/f I NW I I I I W I — ( � LZA'-1 LAN, O� I I _ I I p< I �� I MAS"'ER E3E\ 'O6M I L-----------\ 1 I- I MgO ORIiZED -------I I -�----� I -- � OFFICE SHADE / ------t r----------- —, r-- I- FAN/LT ,/ r j I / FAN/LT I / Nw i OPEN TO LIV. iM i �� °� Z BELOW I I I I O ,' I O D',' I Q• , N I I I L J 0 / TO FlRPT I FL I / FAN/LT r �� i i I i i i I I .J g• a OR n 1 / I 1 O0. \�I ----� -----------—.-------------�— I I wo ''W J w z LL 00 I W I I Lu Uuo NLLII I 1 i I I I I a N o �lu LU Q LJ, LOFT -____ � i i i i � i i � cn cn• I ----- t1-----------------� I ----- -----� ------------------i / �00F BELOW I I I I 5f llr IG I_,.I 1 I 5 IT i t ( I O L W I I I I IP Al PROJECT NO: 1/ 1612 DRAWN BY: NS CHECKED B%S DATE:JAJ LY 26, 2017 SCALE: 1/4'1 = 1' - 0" SHEET TITLE: r A im SECOND e% E A% ll%mm ruwft F NLM 0 E L KE CA0 L SCALE: 1/4" = V -0" FLOOR PLAN SHEET NO: uplex outlet typ WDH2836 (2)2x8 EXISTING I1-211 EW INTERIOR d- �..J`TORA�7 FINISHES 1/2" XISTING J THK PVC O EW PRE FAB 4 BEAD BOARD ROOFING GABLE VENT � PANELING o >. lu NEW I N XISTING XISTING FOLDING N z FASCIA FASCIA WIND BY VERHEAD � a U.1 T WIN-DOR LIGHT EXIST( NG ING I N FIXTURE -- /4x4 P\/G 2200 N Tl'P - -- TRIM TYP5���NENCJTORAC�� O NG -Et MATCH RESIDENGE _ WINDOW ](��g U) p SYSTEM 2x4 GOLL R TIES `p 72"O T P — OUTDOOR N FOL ING I DO BY UTDOOR COUNTER 00 LD I N 5/4" THK .014,11 WI DO NC, COUNTER -� IPE I x WI OW STE _ HEIGHT TO N a MATCH BOTTOM (5 2x4/COLLAR TIES_ OF FOLDING G I T EX I ST I NO w ' OG�i� WINDOW D R / �T®RA�� 4 � � _� -�� DUTCH DOOR W/ 6LA55 () UPPER PANEL 2x8 51MPSON 7"444 ( ) � _ NEW 51 D I NG TO DUTCH MATCH RESIDENCE HOSE B 1 DUTCH DOOR GLASS UPPER PANEL SIMPSON 7444 DUTCH XISTING \(4) 2x10 WOOD BRACES EXTERIOR SPACED EQUALLYIAIEST LV T I EXISTI 'I'M' G L. PLAN L sk FOR CABINET Im" ORH ELEVv A`TT0001k INNALONG COUNTERFLOOR SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' -0" 5PRINGLER SCALE: 1/2" = V -01' SYSTEM �s z co a• " M � X15TING EW PRE FAB XISTING BUILDING x o � a o I ROOFING 5TRUCTURE w J _ Z LL GAB L - VENT D w. W M g a N 0 X157INS XISTING w. N FASCIA FASCIA a �• cl) co — - FOLDING WINDOWS BY T /4x4 PVG WIN-DOR ING, 2200COLLAR FOLDING WINDOW SYSTEM 2)2x 10 TRIM TYP 2)2x10 EW WINDOWS AWN 420 AWN 420 WDH 836 7 p LL OUTDOOR 6I ?`(t i IY COUNTER m } 5/4" THK MAHOGANY XISTING �ROJECI'`NO.: EXTERIOR WALLS 1612 — EW WINDOWS EW WINDOWS NEW SIDING TO WITH NEW SIDING EW INTERIOR DRAWN BY: UT G LOOKMATGH RESFD FINISHES 1/2 SPACED EQUALLY 1'-2" � THK PVC STRUCTURE TO CHECKED BY: NS ALONG COUNTER m BEAD BOARD BE MADE LEVEL NEW SIDING TO PANELING THROUGH SHED DATE: MATCH RESIDENCE STRUCTURE JULY 26, 2017 SCALE: EXISTING FLOOR STRUCTURE 1/2" = 1'-0" SHEET TITLE: SHED IL I ETI ®®A®® PLANS *111i, () UTH ELEV AMT101m _ , SCALE. 1/2„ - 1 -0 SCALE: 1/2” = V -0" SCALE: 1/2" = V -0" SHEET NO: BUILDING PERMIT SET WIND-BORNE DEBRIS PROTECTION FOR OPENINGS ' STfi�UGTUfi�,�L i��V I�W 3Y STEVE MAi�ESGA, PE FOR WALL OPENING PROTECTION OF 120 MPH 5-SECOND WIND GUSTS 11OT 188-0-7 WE5T MONTAUK H I C�HNA'I', HAMPTON BAYS, NY I I ci4b ( MAXIMUM MEAN ROOF HEI CHT: 55) 51MP50N L5TA - 20 6A6E PHONE 651 -728 c1450 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° 2 x 6 TIE ® EACH RAFTER r \ IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: I N a ICE SHIELD UNDERLAYMENT 5I NCGLE FAMILY RE51 DENT I AL SHUTTER ASSEMBLY I REQUIRED - 24 FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. oil'- FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: O < 4'0 WIDE SPAN I OONSTRUGTION MANUAL FOR I + 2 FAMILY HOUSE � � 25/52" (5/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I \ HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 411) I ' ALTERNATE POSITION OF ASSEMBLY: I,- I I HURMRP50NNE CLIP USE 55'-0" MAXIMUM GROUND SNOW LOAD - 45 PSF. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL - 40 PSF. L.L. #10x5" (w/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL I I LIVING AREAS - 40 PSF. L.L. WOOD SCREW a 16" O.G. a' 51MFWN H2 HURRICANE BEDROOMS - 30 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TD BUILDING: I I CLIP NAILED. FROM RAFTER TO STUD. - WIND SPEED - 130 MPH #ID TEE NUTS ATTAGHED TO BLDG. w/ #IOxI-I/2 ( w/ WASHERS) I I TYPIGAL ALL RAFTERS FIRE AREA � MACHINE BOLT (9 12" O.G. ' s - Sd NAILS EACH END RESIDENCE: X SEISMIC DESIGN CATEGORY - B 1 WEATHERING - SEVERE \ s 1 Q EXTEND TODTOP OFOTOPO PROVIDE 8d COMMON FROST LINE DEPTH - 36" W I PLATE. NAILS ® 4" O.G. AT z - I EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY TYPE OF CONSTRUCTION DECAY - SLIGHT CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES • II . GONSTR'UGTION II 1i ULTIPLE 5EGTION ASSEMBLY: 1 1/4" THICK BOLTS a 2' 00 II 11 GENERAL NOTES 11 II I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY i I I I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE I I I 1 I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Lu PLYWOOD SHEATHING CONSERVATION CODE AND LOCAL AUTHORITIES. 1 I I16NED IN I �� BEAM RTOPLAP + BOTTOM. 2. ALL CONCRETE SHALL,BE STONE AGGREGATE WITH A 14 ACCORDANCE NITHCTURE H THE NEW YORK AS BEEN SSTATE ENERGY MINIMUM 28 DAY STRENGTH OF 5000 P51 CONSERVATION CODE. 1 1 i t l i I I 51MPSON M5T2"7 miV/ � WI 1 1 I/2" DE - 20 6A6E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLA5 FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL - METAL STRAP ®48" OC. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. 1� I lot I� 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL Ib. ELECTRICAL AND MECHANICAL COMPONENTS TO BE I I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PA RALLEL DESIGNED AND SPECIFIED BY OTHERS. o SHUTTER ASSEMBLY 2xs®16� O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. 0 N.T.S. 17. ALL STRUCTURAL STEEL TO BE A5TM A56 WITH ONE W / 1 I I I - 5 FLROOR BEAMS PROVIDEDID6INC TO B SPA NG NT NOT O EXCEED JOISTS8.0FT. GOAT EPDXY PAINT. ALL FA5TENER5 TO BE A5TM FOR PANEL SPANS:4' OR WIDER SPAN I I 1 A-325 BOLTS, 3/4" DIAMETER. 1 � r 23/52" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4"') I I I I VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP AND OWNER. 2x4 STRONG-BACKS ® 24" OG 1,1- 1,J - AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS 1 I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L la. DO NOT BACKFILL AGAINST FOUNDATION WALL'S ASSEMBLY: I 1 SIMP50N MST2'7 BEARING CAPACITY OF TWD (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS.COMPLETE. I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I 11/2" WIDE - 20 6AGE LESS THAN 595. CONTRACTOR SHALL VERIFY THAT I METAL STRAP 048" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL WOOD SCREW 1@ 12" O.G. Ivt- AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR UAIL SHEATHING TO SILL PLATE CONCRETE 5LA55 TO BE COMPACTED TO 41555 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ >• ,:> 8d NAILS ® 4" o.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. orS Z . #10x8" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL TL WOOD SCREW o 16' O.G. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND rn t° ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR =,''=:? 2 x 6 SILL PLATE �• ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE co Q r ON EACH LEVEL OF DWELLING AS REQUIRED BY SUPPORTED BY DOUBLE UPRIGHTS, a.0 FT AND OVER >•.,.: AGQ TREATED. NEW YORK STATE BUILDING CODE. J g • o M #10 TEE NUTS ATTACHED TO BLf�G. w/ #IOxl-1/2 ( W/ WASHERS) • . ;;<; MACHINE BOLT @ 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE WOO':.. 5EE FOUNDATION DWG. .:� .;, MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. I- �-" FOR DESIGN. _,..; 5/8" x 12" A.B. ®48" OG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO X y:`+{ w/ FENDER WASHER. W -j •W ZSR Q 8. PROVIDE FIRESTOPPING AT ALL LEVEL w U_ �._'�=�°•�' � AN EXISTING DWELLING REQUIRING A BUILDING PERMIT �- WINDOWS ► `�I {�'�+ "' ''`t{' PENETRATIONS ONS =2 z Y Y I N D O !��S - GLAZED OPENING NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE D w N w 01. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 6 a N 0 o PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS SKYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. 2 W • N O m IN ACCORDANCE WITH LARGE MISSILE TEST OF 23. THE NYS GORES ALSO APPLY TO ACCESSORY ASTM E lacfb AND OF ASTM 1886. AND DECKS ETC.. Q • 0 n CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. 10. DD NOT SCALE DRAWINGS. STRUCTURE DESIC-N. v M PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION W cn . HARDWARE PROVIDED. FASTENERSTO BE DE5IGNEDTO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TD BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK P05T5 , HEADER PLATE.LA # FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY5� �' S D � TH15 CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NAILING SCHEDULE FRAMING NOTES � 2 �d TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD 5HEATHIN6 TO BE NAILED WITH 8 d 4" DOUSLA5 FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER. o.c. EXTERIOR EDGE5 AND 6 d ® 12" o.c. 0 51ZF-D FOR COMMON NAIL5; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. PROJECT NO / �p =>s, jh 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8 II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING �/ 1701 RAFTER/TOP PLATE 3-16d (TOE NAILED) MIN. THIGKNE55 OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. o �Io O CEILING JOIST/TOP PLATE 4-8d (TOE NAILED) 5. ALL 5UBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN EY: CEILING JDIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXP05URE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT a CEILING JOIST LAPS OVER PARTITION '7-I6d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS ... COLLAR TIE/RAFTER 4-IOd (ea. end I-I/4 :strap) TCS BLOGKING/RAFTER 4-8d (TOE NAILED) 4 A " HA TIMBER PILE FOUNDATIONS, PROVIDE HURRIGANIE o �10 RIM BOARD/RAFTER 4-I6d (END NAILED) ALL HEADERS 6 O AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER. TOP PLATE/TOP PLATE 2-Ibd (FACE NAILED)) WITH DOUBLE UPRIGHTS, Q O AND OVER WITH CONNECTIONS. .IULY 26, 2017 TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a o STUD/STUD 2-I6d (FACE NAILED;) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE 6EOR61A h HEADERMEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-i-BEAMS AND LV1L TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: 100< o X45 ° BOTTOM P AT DO J - ® 6'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED E/FL R ........................................................ L OIST 3 I6d (FACE NAILED) o JOI5T/51LL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINC75 ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL 71h BLOCKING/JOIST 2-I0d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWING5. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 5-I6d (TOE NAILED) LVL RIM J015T SHALL BE REQUIRED AT FLOOR NOTES & o YD Io° o T4s° "i. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 100< o <,5o LEDGER STRIP/BEAM 4-I6d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGSE NAILED) . PERIMETERS. HANDLING, STORAGE, AND ERECTION OF �� BAND JOIST �OIST/DJO STEAM 3-I6d (E�D NAILED) 8. ALL FLUSH WOOD CONNECTIONS RECOMMENDATIONS.COMPONENTS BE A5 PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAIL5 ® 4' O.G. AT H16H PRESSURE ZONE - 6 O.G. NS SHALL BE FASTENED HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND J015T/5ILL or TOP PLATE 3-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. 100< o (30 o PLYWOOD ROOF DECKING 8d ®4" O.G. WOES, 98" O.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12" O.G.. SHEET N0: STRIP SHEATHING Sd (ONE/RAFTER) PROVIDE 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, ®8" O.G. FIELD q. NAILING 50HEDULE SHALL BE A5 PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRE55URE ZONES. PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGE5, @P12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : o = 4 FT. IN ALL CASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED A5 A CONTRACT BETWEEN BUILDER AND OWNER.