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Home My WebLink About39509-Z ��o�UFFOt'fCpG� Town of Southold 2/13/2017 P.O.Box 1179 Ja 53095 Main Rd �4,,,yp� �ao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38823 Date: 2/13/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 20 Third St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-10-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/13/2015 pursuant to which Building Permit No. 39509 dated 1/28/2015 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 INCLUDING PARTIALLY ROOFED OVER DECK, PER ZBA DECISION#6762, DATED 07-24-2014, AS APPLIED FOR The certificate is issued to De Croisset,Nicholas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0057 12-28-2016 ELECTRICAL CERTIFICATE NO. 39509 07-26-2016 PLUMBERS CERTIFICATION DATED 01-18-2017 Frank Esposito ut o ed Signature TOWN OF SOUTHOLD �gUFFO(,�-gyp 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#: 39509 Date: 1/28/2015 Permission is hereby granted to: - De Croisset, Nicholas 135 W 3rd St Apt 5 New York, NY 10012 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for per ZBA, Trustees, DEC NJ Letter, and SCHD approval, with flood permit, as applied for. At premises located at: 20 Third St, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-10-19 Pursuant to application dated 1/13/2015 and approved by the Building Inspector. To expire on 7/29/2016. Fees: DEMOLITION $380.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,091.20 Flood Permit $100.00 CO - ELL $50.00 T tal: $1,621.40 BuildQ Inspec Form No.6 j TOWN OF SOUTHOLD BUILDING DEPARTMENT I TOWN HALL j 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: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to�April 9, 1957) non-conforming uses,or buildings and "pre-existing"'land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2., A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C: Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2., Certificate of Occupancy on Pre-existing Building- $100.00 3., Copy of Certificate,of Occupancy-$.25 4., Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. -SAM UAVI 1Z' 7_015 New Construction: Old or Pre-existing Building: (check one) i - LocationofProperty: ZO -akr= ST fro 5LO) V - N/_Iq5..(O_._...�n"T..woi-® House No. Street Hamlet Owner or Owners of Property: _ ®kA4 _(ea 55 5 eT Suffolk County Tax Map No 1000,Section 11-7 Block to Lot lq Subdivision _ _ _ _Filed Map. _ Lot: Permit No. Date of Permit. Applicant: Altto Las E)EE: (—S.or s.S eT Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary-C�-�(e'�rttificate _ Final Certificate: (check one) �JV / Fee Submitted; $ 3 Applicant Signature I I I OF SO!/j�®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �� roger.riche rt( -town.southold.ny.us Southold,NY 11971-0959 lyC®UN�Y,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: DeCroisset Address: 20 Third Street City: New Suffolk St: New York Zip: 11956 Building Permit#: 39509 Section: 117 Block: 10 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: E. Muller Inc. License No: 4403-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 43 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt Wall Fixtures 6 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 40 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200A Switches33 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Exhaust Fans, 3- Step Lights, 4- Outdoor Step Lights, 8-ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: July 26, 2016 z Electrical 81 Compliance Form.xls 4f SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT D D TOV*W OF SOUTHOLD JAN 1 9 2017 BUILDING DEFT- CERTIFICATION TOWN OF SOUTHOLD Date: Building Permit No. Owner: -cL (Please print) Plumber: (Plea'se print) lead. I certify that the solder used in the water supply system contains less than 2/10 of I% (Plumbers Signature) Sworn to before me this day of Qelm- tetq 2q--/-9 v ANNETTE BOdCHINO Notary Publio state ot Nw.-j York No,,0,113iCi4M762 Qu imed in sii6ik county- I -cornmsi:.IOME)tplrosSepi�30,20L!, Notary Public, ounty )6at (I /h�Ic– h O _ TOWN OFSOUTHOLD BUILDING DEPT. 765-1802 1-NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION- 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI CATION [ ] CAULKING REMARKS. _Q�� AYV�Lp DATE b D� INSPECTOR o�'y00UNi`1,�� TOWN-OF SOUTHOLD BUILDING DEPT. - 765-1802 NSPECTION FOUNDATION IST [ ] ROUGH PLUMBING FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: FeJ Q DATE INSPECTOR s� � lz . tOUNiN,� TOWN OF SOUTHOLD BUILDING DEPT. 7654 802 INSPECTION [ ] F016NDATION 1 ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: tplrnr Xcly* DATE �� / INSPECTOR o�pE SOpr�,l \ � o cOUNi'I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH.PLUMBING OUNDATION 2ND [ ] INSULATION FRAMING TRAPPING [ ] FINAL ] FIREPLACE A CH [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C-- J DATE C p INSPECTOR SOF SOUry TOWN--OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION' ' _ [ ] FOUNDATION IST [ ] HOUGH PLUMBING [ ] FO ATION 2ND [ INSULATION [ FRAMING / STRAPPING [ ] FINAL L [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRER ANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE INSPECTOR - ✓�-✓ I o�-pE 30!/ryol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT �IV [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL- (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: L DATE INSPECTOR J hr nOUMY,� Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARKS: Lool ? DATE, �`�� INSPECTOR ` r ' e4etw • TOWN OF SO.UTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTO ` f _ 71� f SOUj TOWN OF SOUTHOLD BUILDING DEPT. 765.1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f) " kw JA" e . ftedyj a PP" A, 4-kAi Com, �i (22) �- Q S f" oI4/ r 4-6 o mvAa, >~ owlA DATE INSPECTOR A ("L 3 of soar yOFo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING / STRAPPING [ FINALS w [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /V ! DATE INSPECTOR hesterfield Contractors & Engineers ssociates Slnce IW8 Inc. n C• P.O. Box 1229 • Westhampton Beach,NY 11978 phone:631-288-5100 • fax: 631-288-5161 E-mail:info@ca-inc.net www.ca-inc.net [EC[EDVE DD October 1, 2015 SEP 2 S 2016 BUILDING DEPT. TOWN OF SOUTHOLD To Whom It May Concern: This is to certify that the piles which were installed at 20 Third Street, New Suffolk, NY were driven to a minimum tip elevation of-15.0 MSL and a minimum load bearing of 20 tons per pile. very truly yours, ffrey E. Grube General Manager Sworn to before me this 1st day of October 2015. 'IN*4 "- "&_ ary Public Notary��uu�M� ile n�e1wYcfc 004quallfied01 3ulfal CaaMy 18sion Ex9ires July 1,2Da New England Division: 123 West Shore Road•Westport Island, Maine 04578•phone: 207-882-5400•fax: 207-882-9308 1. 1 0 • • " �— • 1 1. Ap vim �. ►ill:�� -.r �� ,�- 10 P L n I M PLUA. li 1 its vfir= , W2 RN INSULATION ERGY,CbDz IF _�M. _ , I ,• • WAMMA UM 10A A� M `E A L ' / • ' / V a � _ .r / G N AM P18 Own I _ 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.NorthForlc.net PERMIT NO. Check Septic Form s N.Y.S.D.E.C. —MLW,ATrustees C.O.Application 2 Flood Permit Examined ,2C - Single& Separate Stonn-Water Assessment Form Contact: Approved E j` Mail to: ` 20 �� I Phone: Expiration _ - 120 �- n E CL C 3 D EC Z 2013 �'OG^OEFT 1 `B�ilzimg Inspe�to �f � ` 'LICATION FOR BUILDING PERMIT 1� / -----_1 Date7— •Z , 20 BLDG DEPTITINSTRUCTIONS TOWN OF;OUTFIOCO a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C-- 1e s Cowl Name of owner of premises �L.Gt4CiL-Ac, Cze:,L 5S c—j (As on the tax roll or latest deed) If applic 1 ac p tion, signature of duly authorized officer ame dna trt e•of wrporateGofficer)' Builders License No. 's, Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section (—T Block ( 0 Lot r� �,.. Subdivision Filed Map No. Lot _ l 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyy!�' Dy 2!- b. Intended use and occupancy `� 5, �'`� ,c. �o�NfJ1 ) i n SG�►t^Q 3. Nature of work(check which applicable): N 'a i I U19 ;lz�' ,?t;'' Addition Alteration Repair Removal Demolition `� Other Work (Description) 4. Estimated Cost 4Voq nco a Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 4 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Z021 Rear Depth -;SZ, Z Height Number of Stories Dimensions of same structure with alterations or additions. Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Z(,-Rear 2G Depth !1:2- Height 1-ZHeight Number of Stories 9. Size of lot: Front mac`( . � ' Rear q6. Depth , 10. Date of Purchase Name of Former Owner N p_w` : Rt4 tai, C 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO -\e 13. Will lot be re-graded? YES NO \`�Will excess fill be removed from premises? YES NO-Y- 14. OY- 14. Names of Owner of premisesU J�gCV06,c,= Address 19 ,,r,i 3��r Phone No. q 1`1 • q6j,7372 S Name of Architect 1Z_I Address (qj1. A-�� r- L�Phone No Z17. ZA-i. Name of Contractor Y �r ,�Address Is# . _Phone No. b1.21�� Gzi1�7 M^1ft 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V�'_ 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 t/ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. - 18. Are there any covenants and restrictions with respect to this property? * YES NO r/. * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the Notary Not®State��York (Contractor, Agent, Corporate Officer, etc.) OuaMW In Suffolk County Commission Expires April 14,2QJ�,o 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 toefore me tl 's 22 r day of 20_Ha_ Notary Public S1b11tore of Applicant A 1' • 11 If t al •!f I i ` rrr y, �i�jer'iY' 6 •iCy'yy,a x . 4ft�IlSX3� Y+ BOARD OF SOUTHOLD'TOWN TRUSTEES ' SOUTHOLD, NEW YORK { PERMIT NO. 8488 DATE: AUGUST 20,' 2014 ' € ISSUED TO: NICOLAS,DE CROISSET 1 t` PROPERTY ADDRESS: 20 THIRD STREET, NEW SUFFOLK SCTM# 117-10-19 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of'the'Town of Southold and in u �f accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 20,2014, and 4' in consideration of application fee'in"the sum of$250.00 paid by Nicolas De Croisset and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the ' following: rr ` Wetland Permit for the demolition of existing dwelling, porch and foundation; a k construct:new•+/-1,2,13sq.ft.-,elevated two-story dwelling, and an attached +/-340sq.ft. deck with steps to,grade; remove existing sanitary system and install-new sanitary system; raise 'the•grade over new sanitary and under dwelling using+/-150 cubic yards of clean fill; and construct new storm water management system; with the condition to establish.and subsequently maintain a 15' wide?non-turf buffer landward.of the V bulkhead,; and as depicted on the survey pr-epar>ed'by,Nathan Taft Corwin III,Land 1 sf Surveyor,'1'ast dated June 2, 2014 and stamped approved-on August 20, 20,1146-f", 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 s'ofthis date, I el e `l H - f _ S , ,4• t r r !i e v John M.Bredemeyer III,President O�*OF SOUj�r®l Town Hall Annex Michael J. Domino,Vice-President h O 54375 Route 25 P.O.Box 1179 JG Glenn Goldsmith JIF Southold,New York 11971 A. Nicholas Krupski G ® 0 Telephone(631)765-1892 Charles J.Sanders 'Ori Fax(631) 765-6641 �COUN11,��' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1308 C Date: November 16, 2016 -THIS CERTIFIES that the demolition of existing_dwelling,porch and foundation; construct new+/- 1,213 sq ft elevated two-story dwelling and an attached+/-340 sq. ft. deck with steps to grade,• remove existing sanitarsystem and install new sanitary system; raise the grade over new sanitary and wider dwelling using+/- 150 cubic yards of clean fill; and construct new storm water management system;.with the condition to establish and subsequently maintain a 15'wide non-turf buffer landward of the bulkhead; At 20 Third Street,New Suffolk Suffolk County Tax Map#1000-117-10-19 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 5,2014 pursuant to which Trustees Wetland Permit#8488 Dated August 20,2014,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling,porch and foundation; construct new+/- 1,213 sq ft elevated two-story dwelling and an attached+/-340 sq. ft. deck with steps to grade,• remove existing sanitary system and install new sanitary system;raise the grade over new sanitary and under dwelling using+/- 150 cubic yards of clean fill; and construct new storm water management system,•with the condition to establish and subsequently maintain a 15' wide non-turf buffer landward of the bulkhead. The certificate is issued to NICOLAS DE CROISSET owner of the aforesaid property. lv_� J V Authorized Signaturr New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 AM SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 - Fax: (631) 444-0360 Joe Martens Commissioner TIDAL WETLAND LETTER OF NON-JURISDICTION June 17, 2014 Mr. Nicolas De Croisset 135 West 3`d Street Apt 5 0 E C E � W New York, NY 11706 Re: UPA#1-4738-01497/00003 , JUN 2 3 2014 Facility—20 Third Street SCTM# 1000-117-10-19 New Suffolk (Great Peconic Bay) BLDG, DEPT, TOWN OF SOUTHOLD Dear Mr. De Croisset: Based on the information you have submitted as well as Department records, the New York State Department of Environmental Conservation has determined that: The referenced property, landward of the bulkhead more than 100 feet in length and constructed prior to 8/20/77, as evidenced on the survey prepared by Roderick Van Tuyh dated 3/26/65 and shown on the survey prepared by Nathan Taft Corwin-III last revised 6/2/14, is beyond Article 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional ____bQunduy—r d2u_r project(j.e.,a_1.5'to 20' Wide construction,area) or erecting a temporary fence, _ barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. S' rely, Laura Scov zzo Deputy Permit Administrator cc: M. Kimack BOH-TW File U S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 ' Federal Emergency Management Agency Expiration Date. November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2) insurance agent/company, and (3) building owner SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. rclo)C1S D- CroJS5e� A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. Zo Tl lra� SfYc� City State ZIP Code Ye- I k fie,/ Yr/c A3. Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) l4' 6,... T G ,�a. /oo 7- /0- A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc) /Z es/c�Cr,7�1ti A5. Latitude/Longitude: Lat.Jc>'Sr� Long 72Q.14-2'31.c."W Horizontal Datum. ❑ NAD 1927 D6AD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number . A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) Q sq ft b),Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑Yes ESrNo A9. For a building with an attached garage: a) Square footage of,attached garage ✓" _ sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N'!/ c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State /own d-� S-„ .4 3 �oSd S"T-P. /k Me, rk B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base 36/0 3ca s-o Revised Date V i� Flood Depth) � �� B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑ FIS Profile FIRM ❑ Community Determined ❑ Other/Source, B11 Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 [)(NAVD 1988 ❑ Other/Source- B12. ther/SourceB12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes W No Designation Date- ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 1 of 6 OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg No)or P O Route and Box No Policy Number Zo Tkiitcj -5tf- - City State ZIP Code Company NAIC Number SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on. ❑ Construction Drawings* ❑ Building Under Construction* [Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/Al—A30,AR/AH,AR/AO Complete Items C2.a—h below according to the building diagram specified in Item A7 In Puerto Rico only, enter meters. Benchmark Utilized. (}pS Vertical Datum: 6011,1b o$nj Indicate elevation datum u ed for the elevations in items a)through h) below. ❑ NGVD 1929 W NAVID 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. r Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 15 W feet ❑ meters b) Top of the next higher floor Z-'/ . -3 [V feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) 3 . '? 5?feet ❑ meters d) Attached garage(top of slab) .A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 3 [2 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building (LAG) O ® feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) . (0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including -3 feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer,or architect authorized by law to certify elevation information /certify that the information on this Certificate represents my best efforts to interpret the data available. /understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Secho�001. Were latitude and longitude in Section A provided by a licensed land surveyor? Yes ❑No ❑Check here if attachments. Certifi {{'s Name License Number Title Company Name s Address - - �_ o, City State ZIP Code � � 67 � SU J,;i yyj es Parwf SignaturDate Telephone e �/ ,1 13 L2-o/& Copy all pages of this Elevation Certificate and all attachments fo (1)community official, (2)insurance agent/company, and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) r 1 ` / 2nGl �,� ho�y� /S G�e✓s�e� o.�LL Cd^cre kc Cd I )w+nLS� IK � 1 .�1�� osd�� y n '�.0 ci1Zq J�CL�� f2.c eGe""red T 1vdr- Y c' G.�n�KJ�J! n,(, ukd l T y WAC'S' r�i ifteek"Ic'r U✓l'�S are, a,,l IhL 2-,el loos �� e%vy/id,. L� 3 ��. Tl.ere fs �� cow i e/ v -4 clo GS a GJe G e✓4 /o„ 6.y FEMA Form 086-0-33 (7/15) Replaces all previous editions Form Page 2 of 6 OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Ad ress(including Apt, Unit, Suite, and/or Bldg. No)or P.O. Route and Box No Policy Number: City State ZIP Code Company z umber SE TION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUI D) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BF complete Items E1—E5. If the Certificate is intended to support a A or LOMR-F request, complete Sections A, B,and C. For ems E1—E4, use natural grade, if available. Check the measur ent used. In Puerto Rico only, enter meters. E1. Provide elevation information for th following and check the appropriate boxes to show ether the elevation is above or below the highest adjacent grade(HAG)an the lowest adjacent grade(LAG). a) Top of bottom floor(including base ent, crawlspace,or enclosure) is ❑ et ❑meters ❑above or ❑ below the HAG. b) Top of bottom floor(including basemen crawlspace,or enclosure) is ❑feet ❑meters ❑above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent floo penings provided in ection A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2 b in the diagrams)of the budding is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab) is ❑feet ❑meters ❑above or ❑below the HAG E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG E5. Zone AO only: If no flood depth number is avadab , is the top of a bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes No ❑ Unkno n. The local official must certify this information in Section G. SECTION F—PROPE OWNER(OR OWNER'S PRESENTATIVE)CERTIFICATION The property owner or owner's authorized epresentative who completes Section A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO m t sign here The statements in Sections A, , and E are correct to the best of my knowledge Property Owner or Owner's Autho ' ed Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number City State ZIP Code Company NAIL umber SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized\Section or ordinance to administer the com /anodplain manage nt ordinance can complete Sections A, B, C (or E), and G of ttion Certificate. Complete the applis)and sign be w. Check the measurement used in Items 138-1310. In Puerto , enter meters. 131. ❑ The information in Sectiaken from other documentation thn sign and sealed by a licensed surveyor, engineer, or architect who ed by law to certify elevation in (Indi to the source and date of the elevation data in the Comments a .) G2 ❑ A community official coection for a building located in Zout a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following informatioG4—G10) is rovided for communitmanagement purposes. G4. Permit Number G5. DatermZ sued G6. Date Certificate of Compliance/Occupancy Issued 137. This permit has been issued for. ❑/basement) ubstantial Improvement G8. Elevation of as-built lowest floor(including of the building: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at th ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O Route and Box No. Policy Number: rd 5 rcG 7 City State (r ZIP Code / Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. slo-- - view -- Photo One Photo One Caption —{ Photo Two Caption FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 2-C, T-1 fl-d .5hrcc, City State ZIP CodeCompany NAIC Number �kvv _5 l� �>,�,, c��l I c C)57-6 6 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. v r� Photo One Caption Photo Two Caption FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 Continuation Page For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy NuMber - City Stale ZIP Code CompanyNAICNumber E4 L JIM 4 e^ Gloss re, 3 ,50� T. TERRY ' 1�r= � ) _ '' � I„ .•n Hall. S 1(IUS t`1aii� "/"t..H P O. n f 1 x 1 17 h Southold. Nc%-• Turk 1 '1'0 WN CLERK !, . ,t r .►' (C� Fox (.S 10) 765.1 g, ItEcISfRAR OF VITA-STAT1511CS � MARRIAOr OFFICI'R _ J bO TcicFlrunc (S 16) 765- � RECORDS "AGEMENT 0I.FICE11 FREEDOM OF INFOPJAN 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 XP plication" (FDP(93) ) , and "Certificate of Compliance fySr Development in Special Flood Hazard Area (C/C(93) ) . it • Bv3. L'�PT TOW4 OF SOUPIOLD Judith T. Terr Y Southold Town Clerk August 25, 1993 • I .,I 1 It I APPLICATION f PAGE 1 0( 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT ^-'PLICAT]ON This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sign)- - 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements 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. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state aid 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 APPLICAN[',CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE.16 , (APPLICANT'S SIGNATURE) L�u r11� ,EAg1',?DATE 1 L G f /SECITON 2: PROPOSED DEVELOPPrrfENT �e completed by APPLTCAh'TI NAME ADDRESS TELEPHONE APPLICANT / ;.,v BUILDER ENGINEER WA PROJECT LOCATION: To avoid delay in procxssing the application, please provide enough information to easily identify the project locatioa- Provide the street address, lot number or lei description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to flus application sbowing (be project locatio❑ would be helpful. FDP(93) 4 APPLICATIOI\ PAGE2OF4 DESCRIPTION OF WORK (Check all applicable boxes) A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE New Structure Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residendal (Floodproofwg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commcrcial) ❑ Demolition" ' P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?" ❑ Yes) ESTIMATED COST OF PROJECT S d QO B. OTHER DEVELOPMENT ACTIVITIES: VfFfl] ❑ Mining JdDrilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) `) ❑ Roa?i�, Street or Bridge Construction j /� ❑ Sutervision (New or Expansion) / ❑ In dual Water or Sewer System ' G"Otber (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Admiiustrator for rcyiaw• SEC'T'ION 3• FLOODPLAIN DETERMINATION (To be complctcd by LOCAL ADNfIMSTRATOk) The proposcd development is located on FIRM Pancl No" . Dated The Proposed Development: ❑ Is *LIQIi located in a Special Flood Hazard Area (Notify the applicant that the appLication review is complete and NO FLOODPLAIN DEVFI.OPMEN[' PERMIT IS REQUIRED). ❑ Ls located is a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood cicvalion al the site is:' Ft. NGVD (MSL) ❑ Uoava-dablc ❑ The proposcd development is located to a (loodway. FBFM Pancl No Dalcd ❑ Scc Sccuon 4 (or additional iostrucnoos SIGNED DATE APPLICATION # PAGE ] OF 4 SECTION 4 AQQITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINIST-RATnRI The applicant must submit the documents checked below before the appbca6on can be processed: • A site plan sbowing the location of all cxuling structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elcvation of lowest floor(including basement), types of water resistant materials used below the fust floor, details of floodproofiing of utilities located below the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development oxceeds SO lots or S acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). C1 Plans showing the extent of watercourse relocation and/or landform alterations_ ❑Top of now fill elevation Ft. NGVD (MSL). " J Floodprooftng protection Icvcl (non-residential only) Ft:NGVD (MSL). For floodproofed structures,%applicant must attach certification from registered engineer or - architect. / O Certification from a're&tercd engineer that the proposed acdvit�in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this fording must also be submitted. O Other-. E I 5: PERMIT DETERMINATI N c com lctcd byj, AL ADMINISTRATOR) I have determined that the proposed activity. A-O Is B. O Is not in conformance with provisions of Local Law 0 19_. The Permit u issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Admiaistrator may issue a Development Permit upon payment of designated fee If BOX B is checked, the Local Administrator will provide a written surnmary of deficiencies. Applicant may revise and resubmtl an application to the Local Administrator or may request a bearing from the Board of Appeals ' I APPLICATION P+ PAGE a OF 4 APPEALS Appealed to Board of Appcals? O Ycs O No Hearing date: Appeals Bum E)ccision --- Cooditioo_s SECTION 6 AS BU1LT ELEVATIONS (To be submitted by APPLICANT before Certilicatc of Comolianee is issued The following information must be provided for project structures. This section must be completed by a registered professional coginccr 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 High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOT Any work performed prior to submittal/of the above information is at the riskpf the Appl;:cant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRAT R The LOCAL. ADMINISTRATOR will complete this section as applicable based oo imspccxioo of the project to ensure compliance with the community's local law for flood damage prevention. INSPP-=ONS: DATE BY DEFICfENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES O NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADNITNISTRAT R Ccrtificate of Compliance issued: DATE BY: Y I• Y I ' I � i Attachment B //% SAMPLE CERTIYj CATE %JF COMPLIANCE ial Flood Hazard Area for Development in a Spec Y r III! I •I` 9 •I TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARCA (014WEV MUST 'jlETATN HIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑EXISTING BUILDING ❑ VACANT LAND - THE LOCAL ADMINISTRATOR IS TO COMPLETE A, OR B. BELOW: A. COMPLIANCE IS HEREBY CER'T'IFIED WITH THE REQUIREMENTS OF LOCM. LAW # , 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 93 ) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: January 13, 2014 TO: Boeckman Building Construction Corp. (DeCroisset) PO Box 1453 Mattituck, NY 11952 Please take notice that your application dated December 23, 2014 For permit for demolition of an existing single family dwelling and construction of a new single family dwelling (in the same footprint)at Location of property:20 Third Street,New Suffolk,NY County Tax Map No. 1000—Section 117 Block 10 Lot 19 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 11,105 square foot parcel in the Residential R-40 District is not permitted pursuant to Article XXIII, Section 280-124 which states that lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet is required. Following the proposed construction, the single family dwelling will have a front yard setback of 9.3 feet. In addition,the proposed construction is not permitted pursuant to Article XXIISection 280-116B which states; "All buildings located on lots upon which a bulkhead, concrete wall,riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." The proposed construction notes a setback of 12.9 feet to the existing bulkh Lo ' Signature Cc:File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NO'T'ICE OF DISAPPROVAL DATE: January 13, 2014 AMENDED &RENEWED: April 22, 2014 TO: Boeckman Building Construction Corp. (DeCroisset) PO Box 1453 Mattituck, NY 11952 Please take notice that your application dated December 23, 2014 For permit for demolition of an existing single family dwelling and construction of a new single family dwelling at Location of property: 20 Third Street,New Suffolk, NY County Tax Map No. 1000—Section 117 Block 10 Lot 19 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 11,105 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet is required. Following the proposed construction, the single family dwelling will have a front yard setback of 9.3 feet. In addition, the proposed construction is not permitted pursuant to Article XXII, Section 280-11613, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." The proposed construction notes a setback of 13.1 feet to the existing b ead. This Notice ofDisapproval was amended on April 22 2014 to allress clan made b the ph ant. -------------------------- - ------- u orized Signature Cc:File, ZBA 0;JV BOARD MEMBERS �Qf $®VIy Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning p ® a® 54375 Main Road(at Youngs Avenue) Kenneth Schneider 1�c0U ,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD EE Tel.(631)765-1809 -Fax(631)765-9064 jot 2014 IND GS,DELIBERATIONS AND DETERMINATION BLDG DEPT O`D MEETING OF JULY 24,2014 !,'BA FILE,c676�_ Nl AME"O PAF PLICANT: Nicolas DeCroisset SCTM# 1000-117-10-19 PROPERTY LOCATION: 20 Third Street(adj.to Great Peconic Bay),New Suffolk,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 19, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 1, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP because the small 0.225 acre lot does not allow relocation of structures with an adequate on site sanitary system outside of the VE floor zone. PROPERTY FACTS/DESCRIPTION: Subject property is located in the R40 zone district and is non-conforming with 11,105 sq. ft. of buildable area. It is improved with a one story framed dwelling and an accessory shed and outdoor shower. It has 122.00 feet of frontage on Third Street, 90.00 feet on the north property line, 127.00 feet on the east property line and 89.47 feet on the Great Peconic Bay as shown on the survey dated January 2, 2008, last updated June 26,2014 prepared by Nathan Taft Corwin, 111,LS. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article XXII Section 280-116 and the Building Inspector's January 13, 2014, amended/renewed April 22, 2014 Notice of Disapproval based on an application for building permit for demolition of an existing single family dwelling and construction of a new single family dwelling, at; 1) less than the code required front yard setback of 35 feet, 2) less than the code required bulkhead setback of 75 feet RELIEF REQUESTED: The applicant requests variances to construct a new dwelling having; 1) a 9.3 foot front yard setback where the code requires a minimum of 35 feet and, 2) a 13.1 foot bulkhead setback where the code requires a minimum of 75 feet. Page 2 of 3—July 24,2014 ZBA#6762—,peCroisset SC'M#1000-117-10-19 ADDITIONAL INFORMATION: The applicant proposes to demolish the existing nonconforming dwelling which was damaged by Super Storm Sandy and construct a larger new dwelling in its place,meeting FEMA requirements. The existing dwelling's first floor elevation is almost at grade. In order to meet FEMA requirements, the proposed new dwelling's first floor will be elevated from grade onto a piling foundation. The total height from grade to the proposed roof ridge will be conforming at 30 +/- feet. This property was the subject of a prior ZBA decision in 2010, under file#6354, in which the applicant was granted the non-conforming accessory shed location. At the public hearing the adjacent neighbor spoke in favor of the proposed new dwelling. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July, 10, 2014, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed new elevated dwelling will be approximately 300 square feet larger than the existing dwelling and have decking of approximately 400 square feet, all of which is in character of this neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The subject parcel, like others in this neighborhood, is small and does not permit other feasible options for the proposed new dwelling's location given the location of the driveway/parking, frame shed,proposed new septic system and storm water drywell system. 3. Town Law-4-26-7-b(3)(6)(3). The variance granted herein for a front yard setback is mathematically substantial, representing 73% relief from the code. However, the proposed new dwelling will maintain the existing dwelling's front yard setback. The variance granted herein for a bulkhead setback is mathematically substantial, representing 83% relief from the code. However, the proposed bulkhead setback to the proposed deck will be greater than the existing bulkhead setback to the existing deck(to be demolished). 4. Town Law $267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The proposed first floor elevation will be raised to 14 feet N.A.V.D. to mitigate storm surge and flooding impacts. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of demolishing an existing dwelling and constructing a new FEMA compliant dwelling in its place, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Horning, and duly carried, to GRANT, the variances as applied for, and shown on the Survey/Site Plan prepared by Nathan Taft Corwin 111, L.S., dated January 2, 2008, last revised June 26, 2104 (add drywells), and the architectural drawings prepared by Page 3 of 3—July 24,2014 ZBA#6762--PeCroisset SCTi 1#1000-117-10-19 Toshiko Mori Architect PLLC, dated March 7, 2014 and Jan. 31, 2014, floor plan, cross section, elevations and 2 color renditions showing the proposed dwelling. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result to delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action The Board reserves the right to substitute a similar design that is de minimis to nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes• Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing /2014 Scott A. Russell �0°SuFFQ/r STOa[Z��1 WAT]EIK SUPERVISOR J NGEM[]EN T SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 'L TO JUL 0 2-014 CHAPTER 236 - STORMWATER MANAGEMENT ------------ ( TO BE COMPLETED BY THE APPLICANT ) BLDG DEPT. TOWN OF SOUTHOLD DOIES THIS (PROJECT INVOLVE ANY OF rI'I-IIE FOLLOWING: Yes No (CHECK ALL THAT APPLY( ❑Ef A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. l ®❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. i ❑to F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. i If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County 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. S APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) .C.T.M. 1000 Date #: Djbtnct NAME: _/Z2 _/= --/9 �P ' Section Block Lot !/!• ��%///LiG1L FOR BU[LDING DEPARTMENT USE ONLY Contact Information AF2 V (rcleplmne Number) Reviewed By: s' — — — — — — — — — — — — — — — — — — Date: -7-2- -14 Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 20 2w" pr qr Stormwater Management Control Plan Not Required. .445W : tormwater Management Control Plan is Required FrislForward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 (Property Owner,Design Professional,Agent,Contractor,Other) b4SilFFQ� Cl.A S ELS 236 i» _� /? Stormwater Management Control Plan CHECK LIST NAME: /Y1 C �,L ,SL. �G//`J� C ection Block Lot bS M C P -Plan Requirements: Provide ONE copy of the Budding Permit Application. Vlwre Vnn1 ` Date: o * The applicant must provide a Complete Explanation and/or Reason for not providing 6 6 29 1 all Information that has been Required by the following Checklist! $nal Ufr Telephone Numbcn 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Herei show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing -Natural & Man Made Features within 500 L.F. O of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. Conva-cl 1 OS EngineUring - f. Existing & Proposed Contours of the Site (Minimum alntervals) backtilill, OR Provide Engineer's LerIffication g. Location of all existing & proposed structures,roads, that the 'rain;`;�-has een installed to Code. driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing & M SEDOMEN4 CONVIRCULLS proposed structures. 4zb2fl inc ale but not be limited to: I. Location of proposed Swimming Pool and discharge ring. A Well ®nstruction Entrance, j. Location of proposed Soil Stockpile Area(s). M4rci Bac�edsilt Fencing, stabilization& k. Location of proposed Construction Entrance/Staging Area(s). 5eedina of 00;;Ppsadand.jor inactive s®ils. I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2, Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 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, b. Construction Entrance & Site Access. - c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach ing Structures (e. . infiltration basins,swales,etc.) ., ....._.._............ .._..- -....._.....-.._.....,_. ._..i-_ _,...; .,.. - ; . _...._.._._...,.._.: - _... -- "" F(DR ENGINEEItIN EPART �E ONLY**** F� Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: ® I SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 PROJECT LOCATION - CONTACT INFORMATION: S.C.T.M. # 1000 b su ENGINEERING DEPARTMENT (Property Owner,Design Professional,Agent,Contractor,Other) ® ..n., O ��( 117 NAME- 3evkuicco< Br k � y r Se� o SITE INSPECTION REPORT FORM Pi—Print Inspection Date: X31 375 oZiz E-Mad Address Telephone Number Subdivisions, Site Plans, Stormwater Improvements & Other Installations COMPLE DESCRIPTION OF REQUIRED SITE WORK YES NOTNA NOTES- Incomplete Site Work a. Maintenance of Erosion&Sediment Controls 0� b. Limits of Clearing&Area of Proposed Land Disturbance. 00 c. Condition of Stockpiled Soils d Verification of Size&Depth of Leaching Pools 0� e. Verification of Drain Pipe Installation/Concrete Parging 00 f. Driveway Installation within the Town ROW-Highway Specifications 0 g Final Site Grading-Effect on Adjacent Property 00 h Inspection of Gutter&Leader System-Drainage Piping 00 i. Instalation of proposed Swimming Pool and discharge ring 0O I. Inspection of Construction Entrance/Staging Area(s) k.Location of proposed concrete washout area(s). 0� I OTHER-Explanation Required m OTHER-Explanation Required A Final Inspection Report must be certifieded prior to issuance of Certificate of Occupancy. Three options for certification ate as follows Certification of Drainage Installation with As-Built drawings prepared &Sealed by a Registered Design Professional n d in the State o York OPTION#:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structur dnd age i Site Inspection of open excavation prior to complete backfill and a written inspection report from the Town Erg eying Depart TOS Review NOTES: orvAr ®,�,. 8� 0 d ENGINEERING INSPEC ON EPORT Additional Work is Required for Final Approval. Reviewed / InspectedSITE WORK Is Not Complete. (See Notes Above) and/or Approved By — — — — — — — — — — — — — — — — — — — — — — All required Site Work has been Completed by the Owner / Date ?Z rZZ Inspection #• (t4 A Contractor & Approved by the Engineering Department. FORM # ENGINEERING Inspection Report Form -TOS May 2015 pF SOUTyQIo Town Hall Annex s'6 Telephone-{631).765.1802 54375 M;in Road } ax(03 i).705- 5 2 P-O-Box 1179 o roger-rich¢rt(cr fown_S.105-9502 ovt�io�d_nV-us 1 Southold,NY 11971-0959 OCT 16 2015 }' BUTLDfNG DEPART MNT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION---- REQUESTED NSPECTION-- — --__-_...__-__REQUESTED BY: AA II Date: )o I lv - Company Name: �. (t,� �2 7FiOL , _ i Name: License No.: b�- Address: - {fox &l 1�owzw-u_v- Phone-No.: JOBSITE fNFORMATION: (*Indicates required information) *Name: rD _ "tsS�� *Address: *Cross Street: �� 2 *Phone No_: Pen-nit No.: 301E Tax-Map District: • 1000 Secfion: it -7. Block: i b Lot: _ 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) - I - - i (Please Circle All That Apply) AP ) - I *Is job ready for inspection: YES/ NO Rough in Final +" *®o-you need a Temp Certificate: YES NO Temp Information (If needed) £Servlce Size: Phas 31P�ftase. 100 150200 300 350 400 Other I tEeewrvice: Re-connecIC27 erg or und- Number of Meters Change of Service Overhead 4dditional Information: PAYMENT DUE WITH APPLICATION / t l > .5� 82-Request for inspection Form � I Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President p � Cc � � � � April 14, 2014 APR 15 2014 Mr. Damon Rallis BLDG DEPTSouthold Town Building Department TOWN OF SDUTHOLD P.O. Box 1179 Southold, NY, 11971 Re: de CROISSET Property Situate: 20 Third Street, New Suffolk, NY SCTM#: 1000 - 117 - 10-19 Dear Mr. Rallis, This Firm represents Nicholas de Croisset, owner of the above referenced property,who is seeking all regulatory approvals to demolish the existing dwelling damaged by Hurricane Sandy and to construct a new house that complies in all respects to the applicable flood zone requirements. On January 13, 2014, a Notice of Disapproval was issued for the demolition of the existing single family dwelling and the construction of a new single-family dwelling in the same footprint. Now having designed the house,the existing footprint is slightly different. Specifically,the wraparound decking would be 13.1 feet from the wood bulkhead while the front yard setback would remain at 9.3 feet. Request is hereby made to amend the existing Notice of Disapproval. I enclose a copy of the January 13, 2014, Notice of Disapproval along with a copy of the survey prepared by Nathan Taft Corwin, III last dated March 24, 2014. Kindly amend the notice of disapproval and forward to this office so that we can apply for the required zoning variance. Ars y, r ours A.Anderson Cc. N. de Croisett 0 PSEG 1AND 4-*make things zerA far_4art. CUSTOMER ORDER FULFILLMENT DEPARTMENT 175 E. Old Country Road,Hicksville,NY 11801 January 12,2015 Mr.Nicholas De Croisset 135 West 3rd Street,Apt. 5 New York,NY 10012 RE: Demolition Letter for: 3rd Street,New Suffolk,New York PSEG Reference#: T1O1684411,Meter#099487809 Dear Mr. De Croisset: This letter is to advise you that the PSEG electric facilities have been removed from the above location. ' You must also contact National Grid at 516-545-4973 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. In accordance with the New York State General Business Law-Chapter 818,Industrial Code Rules 53,please inform the demolition contractor to notify LIPA-TELCO,Utility Control Center at 1-800-272-4480,48 hours prior to starting work to request a mark out of the utility services in the area. If you have any questions regarding the above,please contact Nicole Jones at 516-545-4887. Very truly yours, Q Carolyn Mackin,Manager Customer Order Fulfillment CM/am - 3 -75 -- U0Z ISOU ►�� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 �® a l�cOUN�Y,�� October 5, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Nicholas DeCroisset 135 W 3" St, Apt 5 New York, NY 10012 Re: 20 Third, St, New Suffolk TO WHOM IT MAY CONCERN: ®r�ebar heFo�llowing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. SIG ote: Need Foundation location survey which was never submitted,certification for the LP tanks ating they meet FEMA and State Code requirements(in reference to flotation),certification for the and piers,final a tion certificate and also arae d plans for stairs to 2"d floor Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. fee of$50.00. inal Health Department Approval. y� lumbers Solder Certificate. (All permits involving plumbing after /84) TLA Tr, s e s abilifidate.of�`Compi l-a own Trustees#765-1 2) Final Planning Board Approval. (Planning#765-193 Final Fire Inspection from Fire Marshall. fd�� Final Landmark Preservation approval. nal inspection by Building Dept. ,\%7 nal Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39509 — New Dwelling -- � � to -rr e, 1 IE,. { .•, `,1.�'.�1I• �. '` ,' �' •�e�et-� �yr=.r• �j � '� 1 � k* '� as '," t�. _•� !. '{ir E ! [i!•`• �� .�^ 1 ��: � ,IY4 t.t♦i,-�(C( y - � � - sr r ti t. s. r;a 't y lop s� .. - fir'. � •�``` �' 4 !'iii i 1 '� �' .''t, r}%y. � r � � ` ' i• �. ' ., � '' tom. �.♦ + •A� :r y •! •- e t t- �,..� ;o'er of Ic ::-WIP AS - ' ,� '��► .� - ,��';.� „�, '�r .1" it.•. '�.a'L�- :� .�.�'i�. -� a - �T4•s. - y ••'+ �` ,.. �' i�"��//fir 1 / , �� _ t�omf.. 1 t.� �'�+'.� .• '�� I � �� 1 •'.3 '� 'e'�~��,,,� S• `. �"�i ~`mow .A. •j',r ' ��, <` S `_�• �� w . r J r 1 40 00 :. ice ;• ;l r� i ��,.�-' .%�� i �` � � _ � � � . ., � _ ",� .r.. r `�� A f r t f 4 j r q1g,� , 1 I r �,r,., .:,�.�. . ,..,� ,.. .• ,.. � `,. .- . � � - .,; ....a.n""r.�s*� _ _ _� ---�-- .} #', -� - � ' � � � • �.. r a: � ' � � - it r �K, � — ar � t # t � R r �. ;:.� }� �,f �L '1 i. s i_. .-.. y ...� .� � v i" } w �� 1' � ry{{{�`�� '1►.y.ill ..-.'N�� t' < . • t ' lkr 6 y tie dip. Ay , � t �� •• ~` ti ,•,, � ,, j� + fie:"�*-�.". '�' •\. �� :�: F � ,�'�, .4• ` 1, I 4•:a r ~� y V 41 i IL < CC /AI / w .. • ;t:� - a A4• -... _ .�",' a�s��\ �' rte'_ - `t fir "r' rl'� 'n `�C� a : ._ - _`oo - a- SURVEY OF PROPERTY SITUATE NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-117-10-19 ' JACKSON STREET SCALE 1"=30' In N/01F JANUARY 2, 2008 M0 THOMAS M MARTIN JANUARY 20, 2008 VERIFIED HIGH WATER MARK w o JAYNE P MARTIN MAY 9, 2009 STAKE PROPERTY LINES & o DWELLING NOVEMBER 19, 2009 UPDATE SURVEY g U-1 m_o USES PUBLIC WATERJANUARY 6, 2013 ADDED 1st-FLOOR EL. & FLOOD ZONE g0•00' FEBRUARY 3, 2014 UPDATE SURVEY N 87`21'00" SEEr CAPPED REBAR 4 40' CON,°MONMARCH 24, 2014 ADD PROPOSED HOUSE FOUND J50• FENCE x 3'PIPE x� xys ,1•s AREA = 11.1D5 sq. ft. (� (TO BULKHEAD) 0.255 ac. Z x''' p. o CERTIFIED TO: o a OND` �z C R ( NICOLAS DE CROISSET STONEx >, /5, H� O I��jl DRIVEWAYFRAME SH o FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK POLLS C -� 319• ` 7 CJ O` — B x o ` NOTES c x la x PROP, NOLE by+a 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM m : S.Y"WATER ST7=pg FRAME OUTSIDE c EXISTING ELEVATIONS ARE SHOWN THUS:5s C: pry VALVE q 3' SHOWER s1 LEacHi c EXISTING CONTOUR LINES ARE SHOWN THUS:— — — —s— — — — o m 0111%-%- X 28 6' 4 8' POOLS ti b �r n aReS�� K* n,,� ._ • -V 0 2. THIS PROPERTY IS IN FLOOD ZONE VE (EL 8) AS SHOWN ON STAB 402 m� �\ FLOOD INSURANCE RATE MAP No. 36103CO501 H a o Tn Xx W ' • • A �z �y ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD WAVE ACTION i• 'm^x O '� • x• • oN n o n BASE FLOOD ELEVATIONS DETERMINEDLn ( ) W1O ue<e o� m �0 3. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1,.000 GALLONS. =' ryPmur D Jim sEPTIc �� vi yb 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP -I 3t J s TANK x 9 �p 4. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 5 POOLS, 2' DEEP, 8' dia. L`J F Z tL PROPOSED o 2 O D_ DEGK Fu°i y <�O x.L5 se EXISTING SEPTIC SYSTEM PROPOSED EXPANSION POOL 4 3' TO BE REMOVED Cil/ �� BLKH POLE SEE NOTE No 6 O — — sl—a• x PROPOSED LEACHING POOL - -- rn n _ x x- 3 x ss 9 TEST HOLE DATA ®PROPOSED SEPTIC TANK f<CQ xo x I'"' -� G7 x x (TEST HOLE DUG BY DONALD GEOSCIENCE ON MARCH 1, 2014) ' d rn oo m�lo W000 BULNHFAD TB EL s•i' D TB5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD iB 5 19 S V613 DARK BROWN LOAM OL OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. BLKH D 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND 2'w 1• N STEPS �o N I REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. BROWN CLAYEY SAND SC N V EL 0-3' —46' O O APPAflENT HIGH WATER MARK AS OF D1/2D/DB x1.0 WATER IN BROWN CLAYEY SAND SC _ J.4 —TIE LINE 'a PREPARED IN ACCORDANCE WITH THE MINIMUM N 89"28'30" W 89,47' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED o 7 o BY THE LIA.LS AND APPROVED AND ADOPTED TEA T P �1 C O 7\T T �� I FOR SUCH USE BY THE NEW YORK STATE LAND GREAT PECONI Fl 1 TITLE ASSOCIATION. I ' o WATER IN BROWN FINE SAND SP OF misij� PROPOSED SEPTIC SYSTEM DETAIL ELEV 14.0 (NOT TO SCALE) '� 3 FINISHED GRADE FINISH GRADE 0 ELEV 6 6' ON PILES ELEV 74 N.Y.S. LIc No. 50467 C Y TOP EL 6 4' -1' MIN. TOP EL 5 6' -1' MIN UNAUTHORIZED ALTERATION OR ADDITION MIN 4" DIA 6„ TO THIS SURVEY IS A VIOLATION OF Y-affi SEPTIC LEACHING T 3' CLEAN SECTION 7209 OF THE NEW YORK STATENathan Corwin• III APPROVED PIPE TANK APPROVED PIPE LEACHING N SAND EDUCATION LAW INV. EL POOL aD min PITCH 1/4'/1' min. PITCH 1/8'/1' POOL I COLIAR 6.3' INV EL 4 8' o CLASS 2400 PIPE TYP INV. EL 5 4' INV EL. COPIES OF THIS SURVEY MAP NOT BEARING 4 9' D B, n g•y z N EMBOSSED D SEAL SHALL INOTDBEECONS CONSIDERED }- a -f and Surveyor IS R A VALID TRUE COPY. DISTRIBUTION POOL OF BOT EL 28' GROUND WATER I CERTIFICATIONS INDICATED HEREON SHALL RUN 5 POOL SYSTEM ELEV 0.8' ONLY TO THE PERSON FOR WHOM THE SURVEY C IS PREPARED, AND ON HIS BEHALF TO THE SEPTIC TANK (1) TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout 1 MINIMUM SEPTIC TANK CAPACITIES POOLS (5) LENDING INSTITUTION LISTED HEREON, AND FORA 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS 'I TO THE ASSIGNEES OF THE LENDING INSTI- 1 TANK, 8' LONG, 4'-3"WIDE, 6'-7" DEEP 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS'250 sq ft SIDEWALL AREA TUTION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH of 3,000 psi AT 28 DAYS 5 POOLS, 2- DEEP, B' dia ' 3 WALL THICKNESS SHALL BE A MINIMUM OF 3 A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4" 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) _ ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. OFFICES LOCATED AT MAILING ADDRESS 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) 5 THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX TOLERANCE OF f1/4") 4 A 10' min DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 5 AN 8' min DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 6. A 10' min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED ANY, NOT SHOWN ARE NOT GUARANTEED. 27-479E JACKSON STIP SURVEY OF PROPERTY y A ��cE IONS ARE REQUIREL; tROSIOIN &SEDIMENT CONTROLS SITUATE Contact TOS Lis •"C.ring at 765-1560 betorq Shall include but not be limited too NEW SUFFOLK �o Backfill,OR Provide Engineer's Certification A Well maintained Construction Entrance TOWN OF SOUTHOLD A a that the drainage has been installed to Code. Wire Backed Silt Fencing,stabilization ge SUFFOLK COUNTY, NEW YORK 3 weeding of exposed and/or inactive soils " S.C. TAX No. 1000-117-10-19 o D SCALE 1"=30' O k N/0/F JANUARY 2, 2008 70 N NOMAS M MARTIN JANUARY 20, 2008 VERIFIED HIGH WATER MARK Z U JAYNE P MARTIN MAY 9, 2009 STAKE PROPERTY LINES NOVEMBER 19, 2009 UPDATE SURVEY N Orn DWELLING ►�e-6�ROaltOL O�SI-C) JANUARY 6, 2013 ADDED 1st FLOOR EL & FLOOD ZONE TIM USES PUBLIC WATER + ��E� NAE ro 0++ E 90.00 FOUND CONTROL I.A [NT FEBRUARY 3, 2014 UPDATE SURVEY N 87'2 SET CAPPED RE 1440' CONC MON n Code $ MARCH 24, 2014 ADD PROPOSED HOUSE FouT10 mate: JUNE 2, 2014 REVISE SEPTIC SYSTEM 3'PIPE 350 J 0 \ b.s FENCE JUNE 26, 2014 ADD DRYWELLS x X Approve by 1 AREA = 11,105 'sq. ft. ° \ Z x I"- \ O (TO BULKHEAD) 0.255 ac. o A ON G5,,',,,y/fix 5� 11 CERTIFIED TO Ln I� /'-� m�, FRAME�HE +., /5 0 �, TEST HOLE DATA NICOLAS DE CROISSET o LE (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH i, 21014) FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK I� N B h o s — x54 _ x I o It, EL 5a' G' NOTES x n TEST HDIE b I DARK BROWN LOAM OL FLI) .z'2 WATER to �/ P'`�P )FRAME OUTSIDE xlsrlNc c51 { 1' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM " 1n C pry VALVE Ct 3' / STE SHOWE S'DIA 2'DEEP C a �� °�e�� R\o ;� µ 286' 46' S LEACHING POOLS m EXISTING ELEVATIONS ARE SHOWN THUS: o � BROWN CLAYEY SAND SC EXISTING CONTOUR LINES ARE SHOWN THUS:— ki es o St, SUBS 5• mm '6 EL 106 46' 2. THIS PROPERTY IS IN FLOOD ZONE VE (EL 8) AS SHOWN ON W g • A c�r ti FLOOD INSURANCE RATE MAP No. 3610300501 H x • F g a WATER IN BROWN CLAYEY SAND SC ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION), v, �- O • • • oNn II BASE FLOOD ELEVATIONS DETERMINED LniO ue 6 oa o - am LU v 0 �I 7' 3. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1,250 GALLONS. N J •<e's.... EXISTING 10,DIA.X 3'DEEP a { Nti W Q 5 j XASEPTIC TANK x m a I' 1 TANK; 10' DIA., 3' DEEP $4 vm?O Z PROPOSE p n b I; 4. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. L-JCL 0 LL DECK vu° y 5 POOLS; 2' DEEP, 8' dia. �{ x WATER IN BROWN FINE SAND SP L J rn �m 2 EXISTING SEPTIC SYSTEM PROPOSED FUTURE 50Y EXPANSION POOL FLAG Cf TO 13E REMOVED I � rn BLKH t 5 ' O POLE_ SEE NOTE No 6 m 4W mak•, 11,_51-AL — X x I t3' PROPOSED 8' DIA. X 2' DEEP LEACHING POOL 3 S x X� �` O O mf - Iss l rn N x�=$ c� x�•, � � x� ,I _ I � d ITt oo T& �Ilo TB 5 WOOD BULKHEAD TB •�\ PROPOSED 1,250 GALLON SEPTIC TANK BTB 53 BB LHH _09___3_5 3.3 Ir 12'W B —'5 _ DRAINAGE SYSTEM C/IiCULATION,S. 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD s°E� �9 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 1!V w ROOF AREA: 1,220s�. ft. V 1,220 sq. ft. X 0'.17 = 207.4 cu. ft. 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND O o 207.4 cu. ft. / 4'2.2 = 4.9 vertical ft. of 8' dia. leaching pool required REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. APPARENT HIGH WATER MARK AS OF DI/2D/0B x� PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS (6 vertical ft.) IA "TIE UNE l.s .( PREPARED IN ACCORDANCE WITH THE MINIMUM N 89'28'30" W 89.47' TYPICAL_ STORMWATER UNIT STANDARDS FOR TITLE SURVEYS AS ESTABLISHED (TOPS TO BE TRAFFIC BEARING) BY THE LIALS AND APPROVED AND ADOPTED PST C ON1 CT �� : (NOT TO SCALE) TITLRE ASSOCIATIONY THE NEW YORK STATE LAND SUCH USE B `" �� CAST IRON INLET FRAME & COVER (FLOCKHART#63518 TYPE 6840) 0 y� FINISHED GRADE E'� 6 D' OR 6'THICK REINFORCED CONC COVER 0 8"TRAFFIC BEARING SLAB EL 5577] (mOx) Cg C PIPE FROM ROOF GU ERSC (min I LEACHING RINGS 3'-0' (mm) o' REINFORCED PRECAST CONCt" (min) CRUSHED 3/4" - 1-1/2" STONE iv 4000 PSI 0 28 DAYS ALL AROUND PROPOSED SEPTIC SYSTEM DETAIL 28' HOUSE (NOT TO SCALE) ` .� ELEV 14.0 VIE FINISH GRADE ' FINISHED GRADE 'I EL 0 8' ELEV 7 7' ELEV 6 6' GROUND WATER Yom` Y.S. Lic NO 50467 ON PILES 24"dia LOCKING,WATERTIGHT&INSECT PROOF CAST IRON COVER TO GRADE 1' MIN TOP EL 5 6' UNAUTHORIZED ALTERATION OR ADDITION TOP EL s 7' �1' MIN TO THIS SURVEY IS A VIOLATION OF MIN 4'" DIA. 6 SECTION 7209 OF THE NEW YORK STATE SEPTIC LEACHING T 3' CLEAN Nathan Taft Corwin III INV. EL 7APPROVED PIPE TANK APPROVED PIPE POOL LEACHING N SAND EDUCATION LAW 6.3' 1/4'/1' w INV min PITCH'1/B"/1' 010 POOL CCOLLAR PIPE TYP INV EL 4.8' pEL 5 5' INV EL COPIES OF THIS SURVEY MAP NOT BEARING 30 5 0 AL OR 8'� ,B' z^ EMBOSSED SEAL STHE LAND HALL INOT DBEECONS CONSIDERED Land Surveyor +�B' -f TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN DISTRIBUTION POOL OF BOT EL 2.8' GROUND WATER J ONLY TO THE PERSON FOR WHOM THE SURVEY 5 POOL SYSTEM ELEV 0 e' I IS PREPARED, AND ON HIS BEHALF TO THE SEPTIC TANK (1) TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND 1 MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1,250 GALLONS LEACHING POOLS (5) TO THE ASSIGNEES OF THE LENDING INSTI- 1 TANK, 10' DIA, 3' DEEP TUTION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS 1 MINIMUM LEACHING SYSTEM FOR 1 TO 3 BEDROOM HOUSE IS 250 sq it SIDEWALL AREA 5 POOLS, 2' DEEP, 8' dia 3 WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 8" AND A BOTTOM THICKNESS OF 4" 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL)I OFFICES LOCATED AT MAILING ADDRESS ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS 4 ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) I THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 " 5 THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 11/4") 4 A 10' min DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED AND/OR EASEMENTS OF RECORD, IF James Oft, New York 11947 Jamesport, New York 11947 ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 5 AN 8' min DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED P 6 A 10' min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED I ANY, NOT SHOWN ARE NOT GUARANTEED. !' 27-479F l I I ; JACKSON , STREET �(� SURVEY OF PROPERTY y a SITUATE N o �o ® -7 NEW SUFFOLK I o Mo TOWNOF OT D Ao r �� ."`�® �� SUFFOLK COUNTY,U NEW YORK ria / �;.�� v S.C. TAX No. 1000-117-10-19 1 SCALE 1 -30 ' ox N/o/F G� 1 JANUARY 2, 2008 V0710e V THOMAS M. MARTIN vP� /1 JANUARY 20, 2008 VERIFIED HIGH WATER MARK z u 8: JAYNE P. MARTIN l(7 �I MAY 9, 2009 STAKE PROPERTY LINES N Orn DWELLING �Y NOVEMBER 19, 2009 UPDATE SURVEY I L� 4 n USES PUBLIC WATER JANUARY 6, 2013 ADDED 1st FLOOR EL. & FLOOD ZONE -n rn FEBRUARY 3, 2014 UPDATE SURVEY m N 87.21 00" 90.00 SET1440' CONCLIONMARCH 24, 2014 ADD PROPOSED HOUSE ED REBAR JUNE 2, 2014 REVISE SEPTIC SYSTEM x� ;" 350, PEA JUNE 26, 2014 ADD DRYWELLSx� x N AREA = 11,105 sq. ft. , (TO BULKHEAD) 0.255 ac. z x�STONE Iu � s CERTIFIED T0: yr F xSIP mQ' FgAUE�xI 5' p �1 TEST HOLE DATA NICOLAS DE CROISSET I L o I4 1`_ �� o n (TEST HOLE DUG BY McDON°LD GEOSCIENCE ON MARCH T, 2014) FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK (� O -..'1 B' x++.f D O EL. 5 4' - 0• NOTES: \H x to ��p(/� A NG}E bk DARK BROWN LOAM OL 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Ian 3.2 1WATER Sr'E P Y 5oursla STwc cs) 1}� 1' EXISTING ELEVATIONS ARE SHOWN THUS: v� m \r ply vavE 4.3' x2 b, 4.8' LMHING��P s b EXISTING CONTOUR LINES ARE SHOWN THUS:- - I I BROWN CLAYEY SAND SC r1Om F � '�b `�x°"'"'°°"41'�"T••-•,. `�' c� EL oa' " 46' 2. THIS PROPERTY IS IN FLOOD ZONE VE (EL 8) AS SHOWN ON fa W t sue: C'. FLOOD INSURANCE RATE MAP No. 36103CO501 H vg LU 'Al 9 g 0 �� WATER IN BROWN CLAYEY SAND SC ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); YF, A xe • �° I no BASE FLOOD ELEVATIONS DETERMINED ,,- M �`��!F ga �03. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1,250 GALLONS. EXISTING I7 ow x s'DEEP A a 7' 1 TANK; 10' DIA., 3' DEEP c N C TANK x b 4. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. z 5 PROPOSED 5 POOLS; 2 DEEP, 8' dia. i O O li DECK WPOUDTD ie y .r n,> WATER IN BROWN FINE SAND SP O k EXISTING SEPTIG SYSTEM ("4 `,y��PROPOSED FUTURE 50% EXPANSION POOL I C13i TO BE REMOVED m I 'B� st POLE SEE NOTE No. 6 z - - 3,8x.31�' _x rAD I �� 13• q PROPOSED 8' DIA. X 2' DEEP LEACHING POOL _ x x3.! tRl/Y_p O O I N ,I J xd.B x3.G i - x _ fr PROPOSED 1,250 GALLON SEPTIC TANK O ro 1 f i ��' mI�� TEL WooO BULKHEAD Bldg Dept cOpY documents j B w Final reel#ea, �( ZBA F 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREONARE FROM FIELD OBSERVATIONS AND 000 DRAINAGE SYSTEM CALCULATIONS: / / OOR DATA OBTAINED FROM OTHERS. -+I STEPSDate: / N; N ROOF AREA: 1,220 sq. ft. 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND 1,220 sq. ft. X 0.117 = 207.4 cu. ft. REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. o I o 207.4 cu. ft. / 42.2 = 4.9 vertical ft. of 8' dia. leaching pool required i APPARENT HIGH WATER MMK AS OF DI/20/08 x20 - PROVIDE (3) 8' did. X 2' high STORM DRAIN POOLS (6 vertical ft.) TIE LINE JA PREPARED IN ACCORDANCE WITH THE MINIMUM N 89'28'30° W 89.47' TYPICAL' STORMWATER UNIT STANDARDS FOR TITLE SURVEYS AS ESTABLISHED (TOPS TO BE TRAFFIC BEARING) �f BY THE L.I.A L.S. AND APPROVED AND ADOPTED i !GREAT PECO BAY (NOT TO CAST RON)INLET FRAME & COVER (FLOCKHART A63518 TYPE 6840) %lQ / ( TIORESASSOCIATIONUCH USE Y THE NEW YORK STATE LAND IOR 6'THICK REINFORCED CONC. COVER OF V� FINISHED GRADE EL. 6 0' '1 �' j I 8'TRAFFIC BEARING SLAB 1_D. RECENE® C.•'�,.. 8 ELI 5.5 ' + PIPE FROM ROOF Cl1TTER5 JUN 2 7 2014 �,. , a 1(min.) 3'-0' (minLEACHING RINGS ;REINFORCED PRECAST CONOI' CRUSHED 3/4' - 1-1/2' STONE lV 4000 PSI 0 28 DAYS ALL AROUND ZONING BOARD OF APPEALS PROPOSED SEPTIC SYSTEM DETAIL 2.8' 1 .a""-r r 1 HOUSE I � _ r `` o It ELEV. 14.0 (NOT TO SCALE)FINISHED GRADE FINISH GRADE EL 0.8' E 1 t;r��•,gA-_467 ELEV-66' Y.S. Lic. NO. 50,467 ELEV. 7.7' GROUND WATER ON PILES 24bm LOCKING.WATERTIGHT B INSECT PROOF Ic I CAST IRON COVER TO GRADE UNAUTHORIZED ALTERATION OR ADDITION jOP ELI 6.7' 1MIN TOP EL 5 6' f-1' MIN TO THIS SURVEY IS A VIOLATION OF MIN. 4" DIA. 6' SECTION 7209 OF THE NEW YORK STATE �' APPROVED PIPE SEPTIC APPROVED PIP LEACHING LEACHING ? SAND EAN EDUCATION LAW. Nathan Taft C o r w n INV. EL mini PITCH�1 4'/1' w INV. min. PITCH 1/B'/1' INV. EL 48' POOL a COLLAR 6.3' 11111 CLASS 2400 iPll'E TYP COPIES D THIS SURVEY MAP NOT BEARING Land S u r v e o r EL. �.5' INV. EL. THE LAND SURVEYOR'S INKED SEAL OR 1 BOT ELI30' �8'--0{ 5O ° 8I ,6'-0 "-� "' EMBOSSED SEAL SHALL NOT BE CONSIDERED I Z TO BE A VALID TRUE COPY. DISTRIBUTION POOL OF BOT EL 2-B' GROUND WATER CERTIFICATIONS INDICATED HEREON SHALL RUN 5 POOL SYSTEM ONLY TO THE PERSON FOR WHOM THE SURVEY ELEV 0 e' IS PREPARED, AND ON HIS BEHALF TO THE i TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Loyoit SEPTIC' TANK (Il) LENDING INSTITUTION LISTED HEREON, AND LEACHING POOLS (5) TO THE ASSIGNEES OF THE LENDING INSTI- 1 MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1,250 GALLONS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-172711 1 TANK; 10' DIA, 3' DEEP 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP. 8' dia 3. WALL THICKNESS SHALL BE A MINIMUM OF13','A TOP THICKNESS OF 8'AND A BOTTOM THICKNESS OF 4" 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) OFFICES LOCATED AT MAILING ADDRESS ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 5. THE SEPTIC TANK SHALL BE INSTALLED AT 1LEVEL IN ALL DIRECTIONS (WITH A MAX TOLERANCE OF ±1/47 4.A 10' min DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 J Jamesport, New York 1 1947 ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL 5.AN 8' min DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED' ANY, NOT SHOWN ARE NOT GUARANTEED. 6.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED i I -4 JACKSON STREET SURVEY OF PROPERTY315 L �A SITUATE �rn� NEW SUFFOLK u�r �K COUNTY DE ART1.41T ®;. HE:ALT"1 S-rRVICLS TOWN OF SOUTHOLD A° F'EW41T F>o^ APPPOITAL Or COV.STRUCTJON FOP,A SUFFOLK COUNTY, NEW YORK o� S.C. TAX No. 1000-117-10-19 O3 613NSGL� i�IagrF1LY siE I1E,RCr"f. NLY SCALE 1"=30' D �X N/O/F DEC, 2 4 2014 JANUARY 2, 2008 �� THOMAS M. MARTIN I DAA�^ �1 ��, P` A JANUARY 20, 2008 VERIFIED HIGH WATER MARK z & JA P MARTIN - _ �/� �J� MAY 9, 2009 STAKE PROPERTY LINES NOVEMBER 19, 2009 UPDATE SURVEY ro Orn DWELLING , �._„ JANUARY 6, 2013 ADDED 1st FLOOR EL & FLOOD ZONE 0I U E4T� USES PUBLIC WATER �`� L i4v�`.,L._.�...� ..._.. __.__-._._."._•._.._.....,,m...�.....�.e_ FEBRUARY 3, 2014 UPDATE SURVEY mN 87,21 00" E 90.00 SET aao' coUCDMDN MARCH 24, 2014 ADD PROPOSED HOUSE FOUND SET CAPPED REBAR FOivr3 ��L--_ e JUNE 2, 2014 REVISE SEPTIC SYSTEM iso DD x Tcs _ t�r. 1'r"' DECEMBER UNE I6, 2014014 ADD CORRECTDSEPTECLTANK SIZE x 3'PIPE I,� I.Z I"- \\\x� G!��rr''J....k.«_tL6�^.1'..a.'a,f°�' t"`?h.•'�'i DATE" L76'....- '1�fP'l P.m BULKHEAD) ac. ft. 01 X O '-`---�-•--- �,('II�'t'S{.'• AREA 11,105 sq. L ELK STONE r 57 1 � �1 (J1 ^` TO EAD) D 255 To ADN RASWAY iI CERTIFIED TO /unuTM I� i ` I _min• FRAME SH ,/ o TEST HOLE DATA POLE O _ P• (TEST HOLE DUG'BY McDONALO GEOSCIENCE ON MARCH 1, 2014) NICOLAS DE CROISSET c\ o — x NB x o EL 54' o' NOTES FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK \�1 x m ,� T.9�4 HOLE b DARK BROWN LOAM OL In I� pOP $ 1, 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM a WATER FRAME OUTSID EXISTING ELEVATIONS ARE SHOWN THUS:�n Ln me i�.VALVE q 3' STEP 4 8i SHDWE B•IDLA..z 12)DEEP ti GIN5 LEACHING POOLS Ln ED v f 1 \�wRFS g i x 8 M' n � BROWN CLAYEY SAND SC EXISTING CONTOUR LINES ARE SHOWN THUS:— — — —5— — — — �J ;_, �� • mm ��y\ EL oe' 46• 2. THIS PROPERTY IS IN FLOOD ZONE VE (EL 8) AS SHOWN ON • F� A m Bi,- d 5 ® 5 nr !tib FLOOD INSURANCE RATE MAP No. 36103CO501 H x' • ® F D 0 WATER IN BROWN CLAYEY SAND SC ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION), Wt0 c •LA B a® o 3BASE FLOOD ELEVATIONS DETERMINED yb . MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1,250 GALLONS. EXISTING 10.DDA'X 3`DEEP v' _" a� 7 1 TANK; 10' DIA., 3' DEEP �s �A o N D J 5 rt SEPTIC TANK x� R �b 4. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. va,K 0 z LL PROP05ED o� SIL OEGK PUT° y 5 POOLS; 2' DEEP, 8' dia. EXI5TINO SEPTIG SYSTEM WATER IN BROWN FINE SAND SP 1 PROPOSED FUTURE 50% EXPANSION POOL TO BE REMOVED cu FLAG M Z B 4W .5..1 O .4.9 4 7 POLE X SEE NOTE No 6 ssR — _ PROPOSED 8' DIA. X 2' DEEP LEACHING POOL I 0 G X�° X.0 Abandonment of existing sanitary system must be in a ' I ss sD < _$ X x� ' ' �_ X� x conformance with depart l ent requirement Subn1i PROPOSED 1,250 GALLON SEPTIC TANK IT10 iB,5,3� to TB 5 WOOD BULKHEAD TB �` DUKw TB 5 BB completed foam�'�VI�- I � as proof. B '§ 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD STDODEEPS �o _ DRAINAGE SYSTEM CALCULATION OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. tv iv ROOF AREA: 1,220 sq ft. 1,220 sq. ft. X 0.17 = 207.4 cu. ft. 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND N v O O 207.4 cu. ft. / 42.2 = 4.9 Vertical ft. of 8' dia. leaching pool required REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. O APPARENT HIGH WATER MARK AS OF 01/20/D8 � PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS (6 Vertical ft.) TIE LINE IN ACCORDANCE WITH THE MINIMUM 1 - � s x y 89.47' TYPICAL STORMWATER UNIT 00 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED a� BY THE L I A L.S AND APPROVED AND ADOPTED T �� (TOPS TO BE TRAFFIC BEARING) _F�p FOR SUCH USE BY THE NEW YORK STATE LAND Excavation gnry e / l Ty (NOT TO SCALE) I� �I TITLE ASSOCIATION ��Yp�° Inv `�� q CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) j ®� �� a red OR 6"THICK REINFORCED CONC COVER I� 9`� (�e}-°-JI I eS� ��,� Y San tlp o�p q ,a Y}o' FINISHED GRADE EL 6 0' �+,r�I ,g F ,( �® o g�Ste 0 8•'TRAFFIC BEARING SLAB EL 55 (mao) I -f- By �? -®� ®fit b 11SS�rp g Health De BEIpen ' PIPE FROM ROOF GUTTERS a Y a t (min 3.-0. �� owl LEACHING RINGS _ REINFORCED PRECAST CONL4" CRUSHED 3/ 1_1/2" STONE 4 " POSED SEPTIC SYSTEM DETAIL 28D PSI ® 28 DAYS ALL AROUND �� r (NOT TO SCALE) o !�5„'� ,{�y -7 FINISHED GRADE FINISH GRADE EL as' jy, `+�67 J� ELEV. 7 7' ELEV 6 6' GROUND WATER N Y S. Llc. No 50467 yQN LCxS' 24'd,n LOCKING,WATERTIGHT&INSECT PROOF CAST IRON COVER TO GRADE UNAUTHORIZED ALTERATION OR ADDITION py+ TOP EL 6 7'__ 1' MIN TOP EL 5 6' f-1' MIN TO THIS SURVEY IS A VIOLATION OF 6" SEPTIC MIN 4" DIA LEACHING -r 3' CLEAN SECTION 72D9 OF THE NEW YORK STATE Nathan Taft Corwin I i l APPROVED PIPE TANK APPROVED PIPE LEACHING N SAND EDUCATION LAW INV EL. POOL m min PITCH 1 4"/1' N min PITCH 1/8"/1' = POOL I COLLAR 63 CLASS 2400 PIPE TYP INV. INV. EL 4 B. oLand Surveyor EL 5.5' INV EL '_0PI S_0 THIS SURVEY MAP NOT BEARING 5 0' D TIS-E f SEAL SHALL INKED SEAL OR SI BOT EL 2 5' �{ $ ,8 t A z n' I I 1 1 ttv�lBdddddd S DI SEAL SHALL NOT BE CONSIDERED IL JI TO A V LID TRUE COPY DISTRIBUTION POOL OF 1� CERT CFS NS INDICATED HEREON SHALL RUN BOT EL 2 B' GROUND WATER 1 JAN 9 2015 ONLK 0 7' E PERSON FOR WHOM THE SURVEY 5 POOL SYSTEM ELEV 0.8' - t� IS P EPA E AND ON HIS BEHALF TO THE SEPTIC TANK (1) TITLE COMP NY, GOVERNMENTAL AGENCY AND Tale Surveys - Subdivisions - Site Plans - Construction Layout LEN NG IN ITUTION LISTED HEREON, AND 1 MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1,250 GALLONS LEACHING POOLS (5) — T^ ;NE ASSGNEES OF THE LENDING INSTI- 1 TANK, 10' DIA, 2.5' EFFECTIVE DEPTH 1 MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA BLDG DEPT TUTION CER IFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS 5 POOLS; 2' DEEP, 8' dia, TONIN OP SOUTHOLD 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF B"AND A BOTTOM THICKNESS OF 4" 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) OFFICES LOCATED AT MAILING ADDRESS ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS 4 ALL JOINTS SHALL BE SEALED So THAT THE TANK IS WATERTIGHT 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.0 BOX 16 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX TOLERANCE OF t1/4") 4 A 10' min DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED I AND/OR EASEMENTS OF RECORD, IF Jamesp Oft, New York 11947 James Oft, New York 11947 ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 5 AN 8' min DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED P 6. A 10' min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. ANY, NOT SHOWN ARE NOT GUARANTEED. 27-479F JACKSON STREET SURVEY - OF PROPERTY SITUATE NEW SUFFOLK TOWN OF SOUTHOLD N � w o N/0/F � o THOMAS M. MARTIN SUFFOLK COUNTY, NEW YORK "o & JAYNE P. MARTIN S.C. TAX NO. 1000- 117- 10- 19 U DWELLING o I USES PUBLIC WATER SCALE 1 "=20' 90 0 0FOUNDSET JANUARY 2 2008 52 i N 87°2 00„ sEET CAPPED REBAR 14.40' CONC. MON. ,X5.3 3FOPIPE35.0FENCEJANUARY 20, 2008 VERIFIED HIGH WATER MARK X X1.1's. MAY 9, 2009 STAKE PROPERTY LINES NOVEMBER 19, 2009 UPDATE SURVEY -115 ANUARY 6, 2013 ADDED 1 st FLOOR EL. & FLOOD ZONE x�Z x LK O �� FEBRUARY 3, 2014 UPDATE SURVEY y BEL. LKDRIVEW D MARCH 24 2014 ADD PROPOSED HOUSE O APRO DRIVEWAY x z 9- Q 7 JUNE 2, '2014 REVISE SEPTIC SYSTEM Uo FRAME SHED KJAN ] 9 209 JUNE 26, 2014 ADD DRYWELLS UTILITY ILTY — n N X57 o n DECEMBER 16, 2014 CORRECT SEPTIC TANK SIZE MAY 23, 2015 STAKE FOUNDATION & PILES O �1 B X54 X5A '� BUIIrDINGDEPT. JUNE 25, 2015 FOOTING LOCATION X � x ¢ T HOLE y V b I TOWN OF 50UTHOLD WATER C 2 y VALVE �ltC { 9.3' -LINE zi9_�-' vi b I AREA = 11 ,105 sq. ft. (TO BULKHEAD) 0.255 ac. x OUTSIDE LINE OF M PROPOSED HOUSE 57 CERTIFIED T0: { CONCRETE FOOTINSZG� "z �� NICOLAS DE CROISSET O _ TTI I ( N �} f'' ,•• I3 N I TOP OF FOOTING EL. 4,5' x� F =G7 � j :. 122 12.2, 6 w REBAR FOR CONCRETE PIER (Typ, oa' o o FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK LU tz M XN C? NOTES: 54 X wooD m b t 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Lai _ :, ti EXISTING ELEVATIONS ARE SHOWN THUS: -5-12 �{ 2.5' 25' I i EXISTING CONTOUR LINES ARE SHOWN THUS:— — — —5— — — — 2.0_..4 c�i .� 4.8'4 I 11.3. = ;:'• 2. THIS PROPERTY IS IN FLOOD ZONE VE (EL 8) AS SHOWN ON BLKH. 51I Cd-0 "` j FLOOD INSURANCE RATE MAP No. 36103CO501 H 1.4 w. 9.3' h 4 5,6X X5s ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); 52 LINE xs - -- >� X54 BASE FLOOD ELEVATIONS DETERMINED z � x =o X_.6D X 0 { PREPAREDI MINIMUM Z c X TB 5 3 WOOD BULKHEAD TB. 5 3 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND BLKH.o ��TB TB. 5 BB. TITLE ASSOCIATION. •",,,�� ' 1.2'W. 13B. .15 o ODD -+ zo STEPS o �' �� ® rf z NJ a OAPPARENT HIG WATER MARK AS OF 01/20/08 -2-0 O 1 8 X :TIE LINE 1.9 N 89°28'30" W 89.47' Y.S. Li c. No. 50467 n UNAUTHORIZED ALTERATION OR ADDITION - ,cZi /T�� /T SECTION 7209 OFTO THIS SURVEY STHE NEW YORK STATE \y 7 n1 , ■ o � 7 C O \\I 1 C �A EDUCATION LAW. Nathari�t ' Orwin �� A R /{-J A T ��YY COPIES OF THIS SURVEY MAP NOT BEARING 11`�-rlr I 'A THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED o TO BE A VAUD TRUE COPY. o CERTIFICATIONS INDICATED HEREON SHALL RUN c, o ONLY TO THE PERSON FOR WHOM THE SURVEY o IS PREPARED, AND ON HIS BEHALF TO THE L TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INST- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 27-479I JACKSON s - . ,� '>�r D • JHItl qp� 3 2,,7 IRVEY OF PROPERTY a SITUATE En BUILDING n�> NEW SUFFOLK N/O/F m w 0 THOMAS M. MARTIN TOWN OF SOUTHOLD TOWN O F S O U T H O L D Z o & JAYNE P• MARTIN SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 117-10-19 < I o SCALE 1 "=20' o� ° 90.00' mN FOUND JANUARY 2, 2008 N 87 21 '00,E Mq 14.40' CONC. MON E JANUARY 20, 2008 VERIFIED HIGH WATER MARK n MAY 9, 2009 STAKE PROPERTY LINES z- o I c�TE� o� S STAKE FENCE _ NOVEMBER 19, 2009 UPDATE SURVEY JANUARY 6, 2013 ADDED 1st FLOOR EL. & FLOOD ZONE rn N FEBRUARY 3, 2014 UPDATE SURVEY Z BURIED L.P ER 5.2' MARCH 24, 2014 ADD PROPOSED HOUSE TANK COVER -� FRAME O JUNE 2, 2014 REVISE SEPTIC SYSTEM / �� -� SHED JUNE 26, 2014 ADD DRYWELLS n I APRON RY PAVER 1 DECEMBER 16, 2014 CORRECT SEPTIC TANK SIZE (5) LEACHING �_\_ ^ c:) MAY 23, 2015 STAKE FOUNDATION & PILES ° DP POOLS V� \/ 0 8,4' O GRATE 5'1 O JUNE 25, 2015 FOOTING LOCATION A y��N o Z ti PO O I� �`� \ A �; O lti AUGUST 22, 2015 STAKE HOUSE CORNERS POLE O PERVIOUS MASONRY PAVER / O JULY 13, 2016 FINAL SURVEY & GRAVEL DRIVEWAY NOVEMBER 20, 2016 PROPOSED SHED RELOCATION <D _� f O a0 I �� / MIN, 5y b DECEMBER 14, 2016 LOCATE SHED �A TR�gSMH BIN 0 I �xs\\ / ` S� SEPTIC TANK)—,ta° AREA = 11,105 sq. ft. W WATER METER X c ❑❑❑ 1 D �\y (TO BULKHEAD) 0.255 ac. 0 WATER LINE HOUSE �� Nrn U) CERTIFIED T O: ELECTRIC 9.1'E. 29 3' /� COVER 0, p METER B z� "' NICOLAS DE CROISSET DI RAISED WOOD AlAL AME ❑ INLET _U° C� 'z'U DER HOUSUTILIE�HED,—� ❑ COVER o FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK AIR CONDr UNIT mwNRY PAVER o n L-j ;00 5.0' ❑ rn '' � O m 0 i ❑ c b NOTES: A �z o cp$� ❑❑ 1. THIS PROPERTY IS IN FLOOD ZONE VE (EL 8) AS SHOWN ON 0 'r,z_—^' o �� b FLOOD INSURANCE RATE MAP No. 3610300501 H rn ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); X ernfA m y BASE FLOOD ELEVATIONS DETERMINED m v ' 9.2' 0.6 m A C k 28.7' o 50.8 ®q/ BLKH. m ROOF OVER WOOD DECK SEPTIC SYSTEM TIE MEASUREMENTS SUFFOLK COUNT 7Y DEPARTF,REkrrOFME SER%p�+12F, a� 4�� HOUSE HOUSE I'ePi�;;;1!!,�.L OF COr`STRUCTED I�C�Rf��F('1E�' co MASONRY p W CORNER FA CORNER[B �., �• I � A SiiiG .(-Fl,J�I�:�,-^.��"SF�I\14sE 00,57 0 -0 AVERS I I SEPTIC TANK �R ZED IN ACCO.BDANeERvvl E MINIMUM _� WOOD BULKHEAD 53' 51' o 1 y/��( }i ®��' 2 S ��16 ° ' r I `I ® r STANDARDS FO g fITLLyF�SL�0�(j�Y S5 AS ESTfflUSHED 9 zc WOOD BULKHEAD OUTLET COVER _. -+ �tQ, BY THE L.I 5 AAQPEWkROVF��I AIDpPTED �`"""'--FOR'SUC U$•_ 1= C'�NEW^'• ti' TES ND o �o LEACHING POOL The sE,,+ a e S TITLE ocwTL� �I , BLKH. I COVER 67' 55' 2 _ �i,,NU C'• ^r„ C/ QO(E° Iy 1?CiGti c t ! •�� ..- .r°N` 1.2'W. ( I119P@C., and/or cer.ff Eti ry im., Eftt or etf`�r ODD �' be _ satisac�� STEPS 0 Oo N m APPARENT HIGH (WATER MARK AS OF 01/20/08 0 '—` lJlitS�iG�''�A�3StMaPbac.2v - TIE LINE ,rjN.Y.S. Lic. No 50467 N 89028'30" W 89.47' UNAUTHORIZED ALTERATION OR ADDITION 'Z TO THIS SURVEY IS A VIOLATION OF n P-L-i C -NI c /�1 I! SECTION 7209 OF THE NEW YORK STATENathan Taft Corwin iii G]E EA � ��(((��LLr ��LLL JELL EDUCATION LAW COPIES THIS SURVEY MAP NOT BEARING Land Surveyor THE LANDD SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. 0 0 CERTIFICATIONS INDICATED HEREON SHALL RUN o 0 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND To E CERTIFICATIONS SIGNEES OF TARE NOT HE INTRANS TRANSFERABLE RABLE PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 27-479K w N N 0) co w SUFFOLK COUNTY DEPS' OF LABOR, LICEL42 & CONSUMER AFAR MASTER PLUMBER -'... ,`}fit.• �, u> -�• _�- ! > I _ � MAW- FRANK J ESPOSITO III Th S.Cethat the gijikku N -r t FR ' POSIT PLUMBING INC GSA r is dui (icor-sed by the W licars*-iumbor Issued Couhty of Suffolkco -' 07/28/2011. ' '_M lwlal, comsviomar _ XP.#;tA, nCN ?ATS 07/01 /2017 Jan 22 1611:58a Refracto Technologies Cor 631-563-8584 p.3 A�& CERTIFICATE 4F LIABILITY INSURANCE DATE /ZO/206Y1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER- THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the potiey(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of sulah andorsement(s). PRODUCER CONTACT Louis J.6langiardo JSM Brokerage Inc_ PHfC_ONNo_E (631)765-2777 ac No): (631)765-2776 15400 Main Road aoo TRESS john@smbrokerage.com INSURERS AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURER A: MERCHANTS INSURANCE CO INSURED INSURER B: Frank Esposito Plumbing&Heating Inc. INSURERC: 24 Harrison Ave INSURER O: INSURER E: Centereach NY 11720 INSURER F: COVERAGES CERTIFICATE NUMBER- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR'THE POLICY PERIOD INDICXTED. NOTVATHSTANDING ANY,REQUIREMENT, TERRA OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO V"C4A THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSAND CONDITIONS OFSUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFF POLICY EXP LTRr TYPE OF INSURANCE POLICY NUMBER MMfD {ANDD LIMITS ?X(COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE 3 1,000,000 CLAIMS-MADE C OCCUR PDR MISES Eaaccurrance S 500,000 MED EXP'Any ane son $ 15,000 A I X i BOPI0595131 07/2712015 07!2712016 I PERSONALS ADV INJURY s Included GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 3 2,000,000 X JECT j�LOC I PRODUCTS-COMPJOP AGG 3 2,000,000 POL'CY 1:1 OTHER. I $ AUTOMOBILE LIABILITY COMBINED SINGLE OMIT Ea accident 3 AKYAUTG I BODILY INJURY(Per person) 3 ALL OWNED SCHEDULED BODILY iNJURY.Peracciderl) 3 AUTOS AUTOS NON-OMED PROPERTY DAMAGE s HIRED AUTOS AU'T'OS Per accident i $ UMBRELLA LIAB OCCUR EACH OCCURRENCE 3 ELCESS LIAR HCLAWS-MADE AGGREGATE 5 t I DED RETENTION 3 5 WORHI3iS COMPENSATION PER OE AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNEWEXECUTP/rE ❑ N f A E.L.EACH ACCIDENT $ OFFICERINEXIBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE 5 If yes,describe carder DESCRIPTION OF OPERATIONS below F.L.DISEASE-POLICY LIMIT 3 I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate Holder is Included as Additional Insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE VWTH THE POLICY PROVISIONS. 54375 Main Rd AUTHORIZED REPRESENTATIVE P.O.Box 1171 _ Southold NY 11971 ©1888-2D14 ACORD CORPORATION.All rights reserved. Jan 221611:59a Refracto Technologies Cor 631-563-8584 p.4 YORK Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier Ia.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured FRANK ESPOSITO PLUMBING INC. 6316813673 24 HARRISON AVENUE CENTEREACH,NY 11720 1c.NYS Unemployment Insurance Employer Registration Number of Insured PENDING Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,r.a.,a Wrap-Up Policy) Number 45-2145473 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold 54375 Main Road 3b.Policy Number of Entity Listed in Box"1 a" PO Box 1171 63676-00 Southold,NY 11971 3c.Policy effective period 11/25/2011 to V1812017 4.Policy covers: X� A.All of the employers employees eligible under the New York Disability Benefits Law E] B.Only the following class or classes of employers employees, Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named Insured has NYS Disability Benefits insurance ooverage as described above, Date Signed 1/20/2016 By AA- 624i*pt (Signature ormsurance carrier's authorize4representa a or NYS Licensed Insurance Agcot of that ivarrance carrier) Telephone Number (212)355-4141 Title SUPERVISOR-DBUPOLICY SERVICES IMPORTANT: If Box"4a"is checked,and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier,this.oertificate is COMPLETE. Mail it directly to the certificate holder. If Box 4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law, It must be mailed for completion to the Workers'Compensabon Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the MfS Workers' Compensation Board (Only If Box"4b"of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of hisiher employees. Date Signed By Stgnawre orNYS Workers'CompensnvonBoard Employee) Telephone Number Title Please Note: Only insurance carvers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance earners are authorized to issue Form DB-120.9. Insurance brokers are NOT authorized to issue this form. D113-120.1 (9-16) Jan 221611:58a Refracto Technologies Cor 631-563-8584 p.2 _-1-01 OP ID:KL AlcO�RO' CERTIFICATE OF LIABILITY INSURANCE RAT112W2016 01/20/2t}16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(SN AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. It the certificate holder Is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION,IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Iieu of such endorsement(s). PRODUCER CONTACT Hometown Insurance of LI,Inc Weber Agency PNC NE .631-567-1011 �AFC No):631-589-4207 5 Orville Drive,Suite 400 ADDRESS: Bohemia,NY 11716 Harry"Bud"Frit wn cuSDToM'ER ID o:FRANK-6 INSURER AFFORDING COVERAGE NAICIt INSURED Frank Esposito Plum Ing,Inc. INSURER A:Hartford Insurance Group DBA Reliant Plumbing 24 Harrison Avenue INSURER B Centereach,NY 11720 INSURER C INSURER 0: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHaCH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LSR $001.9W POLICY Erf POLICY TR TYPE OF INSURANCE IWSfLJJWV0 I POLICY NUMBER MWD m" EXP LIMITS GENERAL LIABILITY I EACH OCCURRENCE $ IDAMAGE TO KEN I hu COMMERCIAL GENERAL LIABILITY PREMISES Ea oeuarenoe 3 CLAIMS-MADE D OCCUR i MED EXP(Arty ane person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEML AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMPJOP AGG S POLICY PRO LOC S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person; $ ALL OWNED AUTOS BODILY INJURY(Par accident) S SCHEDULED AUTOS PROP ERTYDAMAGE $ HIRED AUTOS (PER ACCIDENT' NON-OWNED AUTOS $ $ UYBRELLALIABHCLAIMS-MADE OCCUR EACH OCCURRENCE $ EXCESS LIAB AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION YJC STATU- OTH- AND EMPLOYERS LJABIUTY Y i N TORY LIMITS ER A ANY PROPRIETOR(PARTVERIEXECUTIVE 12WECD1_5054 10/12/2015 10M212016 E L EACH ACCIDENT $ 100,0 OFFICEPJMEMBEREXCLUDED7 ❑ N/A (Mandatory in NH) E.L DISEASE-EA EMPLOYE®$ 100,0 0 yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMFr 1 $ 500,00 DESCRIPTION OF OPERATIONS(LOCATIONS/VEHICLES(Attach ACORO 101,Additional Remo ft Schedule,If more apace is required) Proof of Insurance CERTIFICATE HOLDER CANCELLATION TOWN014 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept. 54375 Route 25 AUTHORIZED REPRESEWATIvE PO Box 1171 Southold, NY 11971 ©1988-2009 ACORD CORPORATION. All rights reserved. JACKSON STREET to SURVEY OF PROPERTY �� N Rn N/0/F Lw„o THOMAS M MARTIN SITUATE I ito & JAYNE P. MARTIN NEW SUFFOLK ° �o PPP 7' w 90 OOED REBM 14.40' LONG°MON. � N a7.21'00" � TOWN OF SOUTHOLD a < OUND I a PIPE pOBT@RAIL FENCE �s• SUFFOLK COUNTY, NEW YORK y rs lU o S.C. TAX No: 1000-117-10-19 k y o •BFaND 4 to ®�; d at SCALE 1"=20' I __ o Q�RVEWAY TRUE BRED o G,,z_, .�. my JANUARY 2, 2008 �/PGLLc _ • _ pj4 JANUARY 20, 2008 VERIFIED HIGH WATER MARK ```"`�� .L� p" — O MAY 9 2009 STAKE PROPERTY LINES s � �� NOVEH�BER DATE SURVEY��— JANUARY 6, 2013 OR 1st FLO & FL �nN� TN1�� A A = 11,105 s ft. Fr'I VALVE I ROOF OVER w]F Oy�o b WOOD PORCHSHOWER UPSIDE a,, - " 1 t ,L I (TO BULKN 0.255 OC. ew 5751 les• " \\o CERTIFIED TO: a +I � NICOLAS DE CROISSET SL;1 FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK 'g NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D, 1988 DATUM �^+ O 2. THIS PROPERTY IS IN FLOOD ZONE VE (EL 8) AS SHOWN ON FLOOD INSURANCE RATE MAP No. 36103CO501 H ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED 2B S' pFLAG J BUM 1.4'W ROOF 0 I J' GONG PATI * UNAUTHORIZED ALTERATION OR ADDRION CONC IN TO HISSURVEY H IS A VIOLATION OF STEP SECTION 7209 OF E NEW YORK STATE EDUCTION LAW. FOUND WOOD BULKHEAD > ! COPIES OF HIS SURVEY MAP NOT BEARING NAIL HE LAND SURVEYOR'S IN SEAL OR BLH WOOD BWMEAD EMBOSSEO SEAL SHALL NOT BE CONSIDERED 1.2'W. STEPS S TO BE A VALID TRUE COPE g CERTIFICATIONS INDICATED HEREON SHALL RUN p 1 ONLY TO THE PERSON FOR WHOM HE SURVEY N N I TI PREPARED.AND ON HIS BEHALF TO HE N V TITLE COMPANY,GOVERNMENTAL AGENCY AND O O N,AND TONDING THE ASSIGNEES OF HON E LENDING INSTII- C APPARENT HIGH WATER MARK AS OF 01/20/08TUTION CERTIFICATIONS ARE NOT TRANSFERABLE --TIE LINE THE EXISTENCE OF RIGHTS OF WAY N 89'28'30" W 89.47' AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. GREAT PECONIC BAY .1111, PREPARED IN ACCOCE WITH HE MINIMUM ^ STANDARDS FOR E SURVEYS ABESTABLISHED athan Taft Corwin iii BY HE LIALS AND APPROVED AND ADOPTED H .F FOR SUCH USE BY E NEW YORK STAT f TITLE ASSOCIATION Land Surveyor Title Surveys—Subdivisions — Site Plans — Construction Layout PHONE(631)727-2090 Fax (831)727-1727 _ OFFICES LOCATED Al MAILING ADDRESS 1566 Main Road P.O.Box 16 N Y S. Lie. No. 50467 Jamesport,New York 11947 Jamesport, New York 11947 REScheck Software Version 4.6.0 Compliance Certificate Project Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area; 1,242 ft2 Glazing Area 33% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 20 Third Street Nicolas de Croisset Toshiko Mori Architect New Suffolk, NY 11956 135 West 3rd,Apt 5 199 Lafayette Street New York, NY 10012 Suite 5A New York, NY 10012 R Ti a" >.�a�a.:F=•�a.:. _a.-.0 '' x" a..: �:C�..Gfn.�.: ;s'aa«».a. .,...-,—»•.�..,a....1a:'ia..r.,3. ..a`ax:.� .'w-,.�:xiaz..:�.su;...aa�::�:...,.:'s.......ti::«.....,...,.i.:_...,.`::,��.�,...a...:.?:..�'.a..«..;..m.=........ .:::....a'.k..:.....::.s.:vai.; .'�a»;am;a:�tiS,.,,.;....—=;.::: Compliance: 7.9%Better Than Code Maximum UA: 354 Your UA: 326 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 Area Gross Glazing avity C Cont. ssiYriibly or or Door UA Perimeter U-Factor Ceiling 1: Cathedral Ceiling 2,055 44.0 0.0 0.024 48 Skylight 1: Metal Frame with Thermal Break:Double Pane with Low-E 55 0,350 19 Skylight 2: Metal Frame with Thermal Break:Double Pane with Low-E 9 0.350 3 Skylight 3: Metal Frame with Thermal Break:Double Pane with Low-E 9 0.350 3 Wall 1 North Wall:Wood Frame, 16"o.c. 317 22.0 0.0 0.056 16 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E 31 0.270 8 Wall 2—East Wall:Wood Frame, 16"o.c. 491 22.0 0.0 0.056 20 Window 3: Metal Frame with Thermal Break:Double Pane with Low-E 100 0.270 27 Door 1—Entry Door:Glass 35 0.270 9 Wall 3—West Wall:Wood Frame, 16" o.c. 491 22.0 0.0 0.056 19 Window 4: Metal Frame with Thermal Break:Double Pane with Low-E 146 0.270 39 Wall 4 South Wall:Wood Frame,16" o.c. 327 22.0 0.0 0.056 6 Window 2: Metal Frame with Thermal Break:Double Pane with Low-E 150 0.270 41 Door 2: Glass 75 0.270 20 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,229 24.0 0.0 0.039 48 Project Title: Report date: 01/12/15 Data filename: C:\Users\bstone\Desktop\de Croisset REScheck.rck Page 1 of 7 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Ver 6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. j^ o t tZ /Zo is —FO5 w=ICA Name-Title Signature Date Project Title: Report date: 01/12/15 Data filename: C:\Users\bstone\Desktop\de Croisset REScheck.rck Page 2 of 7 5 CREScheck Software Version 4.6.0 �J( Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified ##" Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID. 103.2 ;Construction drawings and ', E❑Complies [PR1]1 Edocumentation sufficiently ;❑Does Not !demonstrates energy code £ -❑Not Observable compliance for the building i envelope. ;❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 ;documentation sufficiently f :❑Does Not [PR3]1 ;demonstrates energy code i }❑Not Observable :compliance for lighting and i mechanical systems.Systems a❑Not Applicable ;serving multiple dwelling units ' must demonstrate compliance !with the commercial code. ; 403.6 'Heating and cooling equipment is. Heating: Heating: ;❑Complies [P.R2]2 -sized per ACCA Manual S based 3 Btu/hr Btu/hr ;❑Does Not on loads per ACCA Manual J or ` Cooling: Cooling: 3❑Not Observable `` ,other approved methods. Btu/hr Btu/hr ! ❑Not Applicable i ' 3 E 3 Additional Comments/Assumptions: 11 High impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/12/15 Data filename: C:\Users\bstone\Desktop\de Croisset REScheck.rck Page 3 of 7 2010 New York- Foundation Inspection Complies? Comments/Assumptions Energy, 303.2.1 ;Exposed foundation insulation ❑Complies [FO11]2 protection. ❑Does Not ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. '❑Complies [FO12]2 ❑Does Not g { ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3° Low Impact(Tier 3) Project Title: Report date: 01/12/15 Data filename: C:\Users\bstone\Desktop\de Croisset REScheck.rck Page 4 of 7 Section Plans Verified • Field Verified # Framing/Rough-In Inspection Value Value Complies? =Comments/Assumptions, & Req.ID 402.4.4 ,Fenestration that is not site built :❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not ,iv ;AAMA/WDMA/CSA 101/I.S.2/A440 ,or has infiltration rates per NFRC ! ;❑Not Observable ,400 that do not exceed code t❑Not Applicable :limits. 402.4.5 IC-rated recessed lighting fixtures UComplies [FR16]? ,sealed at housing/interior finish ; ❑Does Not ,and labeled to indicate&It;= 2.0 3 zcfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.2 'All joints and seams of air ducts, ;❑Complies [FR13]1 !air handlers,filter boxes, and ❑Does Not ,tV =building cavities used as return ;ducts are sealed. ❑Not Observable ❑Not Applicable 403.2.3 :Building cavities are not used as '❑Complies [FR15]3 - ducts or plenums. ;., „ ❑Does Not ' ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- `❑Complies (FR17]2 ;above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to R-3. , 1 ;❑Not Observable , ❑Not Applicable 403.4 !Circulating service hot water R- R- ;❑Complies [FR18]2 pipes are insulated to R-2. _ ;❑Does Not ',❑Not Observable } ;❑Not Applicable 403.5 Automatic or gravity dampers are: ;❑Complies [FR19]? . "4installed on all outdoor air ❑Does Not ;intakes and exhausts. ;❑Not Observable ! ❑Not Applicable I .. Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 01/12/15 Data filename: C:\Users\bstone\Desktop\de Croisset REScheck.rck Page 5 of 7 2010 New = York' Insulation Inspection Complies? Comments/Assumptions Energy. 303.1 'All installed insulation labeled or ❑Complies [IN13]2' - installed R-values provided. '❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/12/15 Data filename: C:\Users\bstone\Desktop\de Croisset REScheck.rck Page 6 of 7 Section Plans Verified Field Verified' # Final'Inspection Provisions Value Value Complies? Comments/Assumptions, & Req.ID 402.4.2, ;Building envelope tightness ACH 50 = ACH 50 = ;❑Complies 402 4.2.1 verified by blower door test result' >❑Does Not [FI17]1 'of<7 ACH at 50 Pa.This 3 requirement may instead be met ;❑Not Observable ;via visual inspection, in which UNot Applicable case verification may need to ; ,occur during Insulation ; Inspection. 3 403.2.2 Duct tightness via post- cfm cfm ;❑Complies [FI4]1 ;construction with maximum 3 ;❑Does Not leakage of 8 cfm to outdoors,or ; 12 cfm across systems. For ❑Not Observable 'rough-in tests,verification may =❑Not Applicable need to occur during Framing Inspection,with maximum ; :leakage of 6 cfm across systems i ;and 4 cfm without air handler. ; 403.1.L' ;Programmable thermostats ;❑Complies [FI9]2 installed on forced air furnaces. �❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies [FI 0]2 'on heat pumps. ;❑Does Not i ;❑Not Observable - ;❑Not Applicable 403.4 , ;Circulating service hot water ❑Complies [FI11]2 systems have automatic or ;❑Does Not ;accessible manual controls. : ; ❑Not Observable ❑Not Applicable 401.3' ,Compliance certificate posted. '❑Complies [FI7]2 ❑Does Not II& )❑Not Observable E " UNot Applicable 303.3 ;Manufacturer manuals for ?❑Complies [FI18]3 mechanical and water heating ❑Does Not )equipment have been provided. i ,❑Not Observable a❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 01/12/15 Data filename: C:\Users\bstone\Desktop\de Croisset REScheck.rck Page 7 of 7 "',-i 4 �k `.: ..w ",+1 .,r ... Y ,�'�>'' -"; "^ � a,., s,.tie,.q' .�'�' ,s';-`-y•; , C�(j (37� a flu j , n� C pi, a Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 24.00 Ceiling / Roof 44.00 Ductwork (unconditioned spaces): Window 0.27 Door 0.27 Skylight 0.35 Heating System: Cooling System: Water Heater: Name: Date: Comments Peconic Propane I m [ECROVE Invoice 3947 Middle Country Road D Date Invoice# PO Box 607 JAN 1 9 2017 Calverton,NY 11933 07/29/2016 27227 (631)369-4299 FX(631)369-9299 BUILDING DEPT. 0 OF SC m Bill To yOt/Location MIKE SKI CONSTRUCTION LLC. 20 3RD STREET 185 STARS ROAD NEW SUFFOLK, NEW YORK 11956 WEST ISLIP, NEW YORK 11795 i *RJB ACCT#100842 t Terms Start Date Rep Completion d... Phone \ NET 30/2%AFT... 05/11/2016 KB 05/20/2016 631-375-1212 = -= Defriptlori 1 250 GALLON UNDERGROUND L.P.GAS TANK,SOLD AND 1,345.00 1,345.00 =t BURIED 1 SODULB.=CEMENT SLAB WITH`AU STAINLESS STEEL TIE-DOWN CABLE A`ND-BQLTS ._;- `_ __ <' 1 CORROSION PROTECTION MAGNESIUM ANODE BAG, 85.00 85.00 f a¢:fi F 17LB. HIGH PRESSURESLE&VPNW'1—` 2790 :90;: 1 HIGH PRESSURE REGULATOR 6435 64.95 1 112"'X U2"MAL;E'•ELBOW ADAPTOR = 2.85 2:85; 4 1/2'-HIGH PRESSURE COATED GAS LINE 5.25 21.00 2 I72"HEAVY FLARE NUT 7 ;_ 3.05 1 314"IPS X 112"FLARE HIGH PRESSURE TRANSITION 72.45 72.45 FITTING 1 LOW PRESSURE REGULATOR ' _: _ 78.35 78:35 h 2 314"X 1 112"GALV.NIPPLE --- 6.80 1 1"X3/4"GALVANIZED REDUCING ELBOW'--, :.._ __ " =895 1 1--X 1112-1 GALV.NIPPLE 3.85 33.85 1 ":X'3=__` GALV:NIPPLE _= _ _. =5:00 :; '. :5.00:.. 1 1" GA-VANIZED UNION Y 8.95 Y 8.95 _. 1. 1--.GALV.ELBOW = _:..- ,= - -- - _7.70 ,v 7.70 1 1-'X 41/2"GALV.NIPPLE 7.70 7.70 80:00 640.00 8 HOURLY LABOR: 2,MEN @ 4 HRS.=8 HRS. dd y SOLD AND INSTALLED 250 GALLON UNDERGROUND L.P.GAS TANK WITH ONE CORROSION PROTECTION MAGNESIUM ANODE BAG. TANK SERIAL#F00069860 WITH 2015 DATE AND MANUFACTURED BY QUALITY S = TEEL. THE UNDERGROUND L.P.GAS TANK WAS CABLED DOWN TO A 5000LB.CEMENT SLAB WITH ALL STAINLESS STEEL TIE DOWN CABLE AND BOLTS AS PER CODE. All work is compl e.an Totat Pagel x1 3'-21/2'0 12'-10" 12'-10° 12'-10" V 1 STORAGE 4 eu ! %i I PLATFORM M oI I ` A\ 'ice•- 1N .�•�►\ I j ` T`,\ ' , ulIIEI _ \ N \z � �oY .�J�A ` I cut. cr V rc z bd ' r 1 ! Oyu � I I I i I I I I 1 ! II I 17 BUILDING SECTION r ' r �c acnte•+rr.+a• I i I i i ' i i I.1 f \C) — , Fj s — L--:..— 1 { \BELOW OPENTo i L7 xrr 11 3 t ' k T 4 ( r { I ® ��OML� DD E „� FIRST FLR PLAN O JAN 1 9 2017 BUIL DING DEPT. TOWN OF SO T HOLdD LONGITUDINAL SECTION 28'-7- 28'-7' 28'-7° 4'-5° 9-11° 9-11° 4'-5° 10-5° 7-10" 9'-01 27-3° a HHOWE\ Ir ❑ ❑ N COLUMN/BRACING BATHROOM 2 STORAGE AND BEDROOM 1BEDROOM 2 MECHANICAL UNE OF STRUCTURE ABOVE E3 ❑ b CLOSET b N SKYLIGHT ABOVE _ REF � c9 W/D CLOSET a CLOSET I 5'-8° io f DW BATHROOM 1 � I I u� KITCHEt. ENTRY i MECii� Y QHASE\ b i BLADDER TO / MEZZANINE L LADDER - FIREPLACE._/ C), \ ❑ ❑ ❑ f i OPEN TO BELOW GREAT ROOM / \ - �PILE FOUNDATIONS E3 0 eLL b DECK UNE OF DECK ABOVE `O D AR Enda D" PewccooedY from KO Q- ZBA File# �d7 ents 2e'-5° a'-10 Date. L LE �E�VE® s ��- Ground Floor First Floor ` JUN 3 Mezzanine -9TH 01OF 25q 2014 Rn®R® OF APPEALS de CROISSET SCHEMATIC PLANS SCALE: 1/8" = V-0" TOSHIKO MORI ARCHITECT PLLC MARCH 07,2014 NOTE: ALL ELEVATION MARKERS ARE MEASURED IN REFERENCE TO SEA LEVEL 1U-10, it-0° 20'-10• 9-6• s-0 is-r EL. +36'-8° TOP OF ROOF N N OPERABLE WINDOW MECHANICAL MECHANICAL LADDER TO MEZZANINE EL +22'-6"v� r — -- -- — -- A F F m li �I m il\ 'jl q BEDROOM 1 i m CLOSET L \ J BATH GREAT ROOM DOM 1 o BATHROOM 1 I(ITCHEN m • FIREPLACE EL +14'-6" ra FF.° � aR A OND EL. 10'-0",n MECH MIN UNDERSIDE STRUCTURE CHASE ----------- ----------- j-----t------ -- — -- ---------- --------- --- ----- ----------- ------------------------------- ———— FEMA FLOOD LINE / / \ EL: +5'-6" n GRADE° Ir PILE FOUNDATIONS I I Ir PILE FOUNDATIONS II II II �I II �� II �I II II II II II I� II �I II II II II II II II II ------------------------------------------------------------------------------------------------------------------------------ EL CY-V —�--- - SEA LEVEL'" LONGITUDINAL SECTION CROSS SECTION j2F-D ARC, 5w1tt0 ,4/j� �A a Bldg Dept copy from ZBA Final reviewed documents ZBA H Date6 074289 �lQ� SOF NES de CROISSET SCHEMATIC PLANS SCALE: 1/8" = 1'-0" TOSHIKO MORI ARCHITECT PLLC MARCH 07,2014 EL: +36'-8" a EL: +36'-81 m TOP OF ROOF° TOPOFROOF° I ' foelolf CHIMNEY 16-0° 4'- EL +22'-6° EL* +22'-61 a AFF AFF M m EL +14'6°, EL +14'-6° a AFF`& AFF° EL: 10'-0" n EL 10'-0' MIN.UNDERSIDE STRUCTURE° MIN UNDERSIDE STRUCTURE`- EL: 8'-0' EL 8'-0" FEMA FLOOD UNE FEMA FLOOD LINE a" EL +5'-6" EL +5'-6° a GRADE` ' GRADE q WEST ELEVATION SOUTH ELEVATION EL +36'-8° EL +36'-81 6 TOP OF ROOF°a TOP OF ROOF° CHIMNEY n 1 OPERABLE WINDOW f-D Aq a�KO �o��Ac� EL +22'-6"• '-6'v' AFF 4' 40 * J 6 N ! C m s�,9A 01428° FOF NES EL* +146°.a EL +14'-6° AFF"- AFF co ^ !/s1 BI- Dept copy Prom ZBA EL 10'-0" F al revleweo documents EL 10'-0" MIN.UNDERSIDE STRUCTURE° Q # 9�j / MIN UNDERSIDE STRUCTURE EL 8'-0° s ate: /� / 61�� ` EL 8'-0" FEMA FLOOD LINE ° / FEMA FLOOD LINE �'h \11 EL- +5'-6° R EL: +5'-61 e, GRADE g e' g_7 GRADE EAST ELEVATION NOTE NORTH ELEVATION ALL p SEA RS ARE MEASURED NREFERENCE Ode CROISSET SCHEMATIC PLANS SCALE: 1/8" = 1'-0" TOSHIKO MORI ARCHITECT PLLC MARCH 07,2014 � , r - `. ,~ — _� _ ®_c f �_ _ r y m _. �l„ 014259 OF N i � } �.a�� p `5 p( !i - ... Y % � � .n, '_ ..v':'v"�+•--n-�.a. �} ax--:,n-.w.m.._; a�� i � .,' -M i � ; �� • 4-"'=•-�..-.�.-,._, „�_,; ,�.,. -.r�»,�_T,,-..--.,,mom._ ;i+ m '�-.-- � `: 'x'' �I 1 3 •` f I[ " y I �,. i _ F�- -* r.,-aa.�, >~.-_ ..- �'� �� yp§F,� y T #� f - �- p t r n yt.u�--::*-�--a ...yg.^'m�n_ - �-^`�-�+'�.i-ra<�...;:.o-��$��-w'e •v'S....:.-<Yl...�._._'r�^raa^,-^.•.,.:..,.a.».S;-'a. � s - _ - x.Vie.^- __� ;�' .;i:,' .. .. - .', ., • , - _ Bldg Dept copy from ZBA Final reviewed ocuments E ZBA F #q j� Date: ( / I de CROISSET SCHEMATIC PLANS SCALE: 1/8" = 1'-0" TOSHIKO MORI ARCHITECT PLLC JAN 31,2014 ..� s _,. ^F-T ra4M1 ...- r>`-�, .. i.___~ i_a ., -. �-. �__ — � __,. _• 1 . `y. _'_ �. �..... v,' `. � 'F a � v.m _ 77 §^ s 2 j �: �.•-ate,.. s _ -.-'-'...."_'ip�^,.s...� 1 ;�... .t ,i •�. ��_. it '�� I, i {2 F i � � '� 1 3 • j(tj �I�t � (Y( � � (. � `Y T� S _F, �.. £ • r F } ; jd;i , �,;. F: I 3 t' F } f..f 15 jjd3 - .,...,Y� sds ...,. '�' .F----�..a.®.. - _ }} i 1 4`-• - _is•.,._ _a� .._... s�.G!,w! _ t C. h T ( $§ F ..,:_ -- �-a ..-�-. ^.3.Y-¢ _ � _�$s.-,-}...�.....-.._._.,_�,.}._� ,.._.s.,._...... - .yP- .a..... .........•--»{4 .3---f.........a,m.w_._- ___.._.-tee u'..'t�__-,._...,._•a.-`..-.___... �....}t ��.-.-..n...._..._ _. -�. .._.,._—_ ... -.:�..�.:. -.�.r..-a�.,-.�^w��.,-.®...�„, ..,._F'{ ^' t :D Bldg Bldg Dept copy Final revievaE, ants .9 0942.5 �Q ZBA Fi #t S� '`1®t ®F N�� Date: / o� de CROISSET SCHEMATIC PLANS SCALE: 1/8" = 1'-0" TOSHIKO MORI ARCHITECT PLLC JAN 31,2014 LONGITUDINAL SECTION I^ 29-7 26-7' - 28'-7' 4'-S' 9-11' 9-11' 4-5' - 1d-5' T-10' 9'-0' I 27-3' SHOWER�I I I i - COLUMN/BRACING BATHRDOM2 - _ STORAGE AND BEDROOM BEDROOM MECHANICAL UNE OF STRUCTURE I ABOVE I \ ❑ ❑ ❑ I `SKYLIGHT ABOVE _ CLOSET REF o W/o CLOSET N CLOSET S Ir DW Eo IJ BATHROOM 1 ® Iul' �\ KRGiEN ENTRY LADDER TO MEZZANINE LADDER FIREFTACE�, ❑ ❑ ❑ 1 OPEN TO BELOW GREAT ROOM i W PILE FOUNDATIONS i \•� (�� I ❑ ❑ ib DECK LINE OF DECK ABOVE 7D SN1K0 lye 2B S � 4 10° ( �O DECc � ot� � Ground Floor First Floor Mezzanine `�>,9T 014259 AUG 13 2014 FOF NE`s BLDG DEPT. de CROISSET SCHEMATIC PLANS TOWN OF SOUTHOLD SCALE: 1/8"= 1'-0" TOSHIKO MORI ARCHITECT PLLC MARCH 07,2014 NOTE. ALL ELEVATION MARKERS ARE MEASURED f IN REFERENCE TO SEA LEVEL 1a-1o• n•-0• 2a-11r s-s s-o• 1s-r - I EL- +39-8° ------ ------ - -- ----------— -- --- - -- ---- -- ---- ---- - - ------ - --- - TOP OF ROOF" (V OPERABLE WINDOW MECHANICAL MECHANICAL LADDER TO MEZZANINE -- --- EL- +22-6" A.F.F �' ` N \ I BATHROOM 1 IQrCHEN q BEDROOM 1 ` \ /® BATH M 1 GREAT ROOM 4 CLOSET /. .\ � ' ? m - �LI FIREPLACE EL- +14'-6" --- -- -- - -- --- ----- - — --- - AIR j31 YOND b i b !? EL 1a-m r m % % MECH MIN.UNDERSIDE STRUCTURE 5 -- ---------- --------- ----- ---------- --- - - / CHASE ------------------------------ ----------- ----------- ------ EL FEMA FLOOD LINE EL- +5'-6" GRADE PILE FOUNDATIONS I I 1 1 I f PILE FOUNDATIONS '1 11 II II 11 11 II II - II - EL- (V-0'---------------------------------------------------------- ---------------------------- ----------------------------------- SEA LEVEL" LONGITUDINAL SECTION CROSS SECTION ?�ED Aqui 0142`59 �C4 ATF OF N�� de CROISSET SCHEMATIC PLANS SCALE: 1/8"= 1'-0" TOSHIKO MORI ARCHITECT PLLC MARCH 07,2014 EL* +36-8' -_ EL +39-W TOP OF ROOF` TOP OF_ROOF'= _ I I If oe lot I , CHIMNEY ! i I I - EL +22 6' EL:* +22-6' ti AFF-" AFF. N O O c0 [O EL: +14'-6` F, EL +14'-6' , AFF AFF. 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I o STAIR 4 A6J 02 A6cj O 09 A5.o 10 A6j A6c' I. 0 M_ _ _ _�-LINE OF STRUCTUREI ' _ J I I o -_ ABOVE GRADE BEAM o ILO THROOM r-- , N r - -'- - r SEE STRUCT T �n MASTER L3 _ r c� A6c I; i W/D 01 GUEST BATHROOM c� j �' o A5.1 _ iV I 04 N I i 8A I O 07 N r T- o 10-65/8° 'n I' -----J CORRIDOR 9-7 I I CONC PIER CLOSET I iD r ( SEE STRUCT - 02 r I 09 �� 08 I — � �I CON1 01 r (1, - A3.1 MECH 02 j' 2'-10 3/8" A6 - - A5.2 — - - — A3.1 °0 - ' �I r — — 6c - -� _— COLD AND HOT ---� CHASE `"' — — {� WATER HOSE BIBS � 06 AB r� A6c - \ ,,, � A6 1 9 3/4 A6c '�' r _- --- -- © ' - - A _ O , 64 REF N a'., 'i'- D�'r w D = IMUDROO = 12 04 ` - 1 ( cu I - 3A � 2 2 5/8 0 1 -.-- _ o 1 -4 oo �r. - M ~ KITCHEN _ I v A2.0 \, 04 protect ---- M I "' 03 A5.0 a 4 c ;I- � A2.o DECROISSET HOUSE 3-7 M 10'-2 3/8" j co -- 111 A5.0 05 03 02 G, j Q-- -A6.4 20 THIRD STREET A2.0 0 02 NEW SUFFOLK, NY A3.1 , „1 CO �, N o 14 9 1/4 00 CV ,r5 - 12-8 1/4"1 5'-6 1/4" � 3-11 1/2" - 4 ROOF DRAINEO I--- 07 2'-2 1/2" 03 A5.1 8112\ — + 4'-9 1/2" OP 08 GAS FIREPLACE 1 4 � GREAT ROOM I I A4.4 ( EL: +1 6" [10'-0]- 5 �! - I o { 02 I 01 GRADE BEAM issue/revisions N r A4 - -A6.4 SEE STRUCT o N BUILDING PERMIT SET 03 DEC 2014 STEEL CABLE CONC PIER ' 1 9 3/4 GUARDRAIL SEE STRUCT 100%CD 23 DEC 2014 o n -8 3/4° - - AT 36" PROGRESS SET 4J �— 4" 9'-2 7/8" 9'-2 7/8" 4'-1 �' .- MTL01 CONI 100% CID 07 JAN 2015 ^r ' I �- , j _ — — - — — _2— — -{ - - PROGRESS SET FOUNDATION SET 01 MAY 2015 r �_�13 (D 4 - 0 ' 5 03 04 - --�- °�° A6;4 A6.4 02 - 100%CD SET 12 MAY 2015 M - op - A6.4 A6.4 - o EL: +15'-4" [9'-10"]* DECK MIR. _ STRUCTURAL 17 JULY 2015 REVISION 91 r - - ARCHITECTURAL 23 SEPT 2015 - - x6 REVISION 33'-7 1/8" - - x6 V�EG ARC o N1KO 03 a 03 r -- A2.o s� Q�- ,9 014269 4 TF OF NE`��y scale 02 FIRST FLOOR PLAN 1/4 - 1-0 01 GROUND FLOOR PLAN N drawing title gg FLOOR PLANS D � Q JAN 1 9 201 drawing number BUSDING D g LD TOWN OF SOUT �" � NOTE: * [ELEVATION HEIGHT IN RELATION 'TO GRADE] H NOTE: w UJ ISSUED FOR AS-BUILT DOCUMENTATION ONLY. '^ T 0 Vl T 2 U a- LQ Z d I- ui Y Q Q CC 0) 0) W 0 C0 (f) a Mco N 0J 0 5 u T T rU) ZNN Lf 01 01 T3-2 BA3.1 C A2.0 01 1/2 D1( � xE �B A3.1 C A2.0 D xE 1 12'-2" 12'-2" 6'-0 5/8° 3-221/2" 12'-2" 12'-211 6-0 5/8" _9 +19' 5/8" - -- x1 L Li N N MECHANICAL ROOM -- r - iZ `� 11 N - 2 Q�)m LU O VENTS. I 5) ORGANIZE AND EVENLY SPACE VENTS AT ROOF FURNACE AS SHOWN. PROVIDE GUTTER r CIRCUIT BREAKER 1 SLOPE DN 01 STAINLESS STEEL r HOT WATER HEATER ---- A6.5 CLADDING FOR ALL ao I PENETRATIONS. C) ED E3 i r ° ° L; +39'-3 5/8111+33'-9 5/8'1]* N - N SLOPE DN - — TOP OF ROOF i T 8'-11 3/4 IFI 12 SLOPE DN �t Abe cy)- 13 o N ATTIC SKYLI GHT ___ 2 r 06 �, 0 T- 0 10 A3.1 t 0 14 ---SKYLIGHT SEL: + 24'-7 3/8" f 19'- 1 3/8"1 00d A3.1 c\1F.F. r) 07 o SLOPE DN DOWNSPOUT " JC3) I - J -- -- EL, t37:-7 3/8" [+32'- 1 3/8"J* o T 3 TOP OF ROOF CV 04 L. A2.0 ----T -- --_25'-6 1/4" 04 project -.-- SLOPE DN HALF HEIGHT WALL A2.0DECROISSET HOUSE 03 A3'1 STEEL COLUMN AT WALL— ACCESS HATCH 03 20 THIRD STREET 02 Z b SEE STRUCT DWGS A3.1 NEW SUFFOLK, NY A2.0 N o CL w 19 02 r I JO A2.0 -- - - - T a0 DOWNSPOUT I_ co -- CHIMNEYOPEN BELOW A4.4 issue/revisions CV i r T 02 r BUILDING PERMIT SET 03 DEC 2014 100%CD 23 DEC 2014 PROGRESS SET 100%CD 07 JAN 2015 PROGRESS SET FOUNDATION SET 01 MAY 2015 5 r 100%CD SET 12 MAY 2015 1 STRUCTURAL 17 JULY 2015 0) REVISION Al +19'-5/811 ARCHITECTURAL 23 SEPT 2015 ' -- x6 REVISION x6 - ED ARC fr ��o5N1Ko A2.0 03 01425 Q` qrF FN �O scale ROOF PLAN 1 0"02 ,/4SECOND FLOOR PLAN 1/4" = 01 N g tine FLOOR PLANS drawing number -QUP b, C\1 LLI Cc z (D r 0 0 r77m C/) 41. s , 1. Lu CL > Z W1�t "I" '(O co < Cc 0) 0) Lo 0 1-- LU M M 0) cy) n LLJ co Z N N 20 THIRD STREET , � • , = ; � NEWf�-��=��C� SUFFOLK, NEWYORK � sy(�( - F!"177-il N, 11DATE: B.P.#956 FE- �. �� - N(",'IFY BUILDINIG DE AT 2 8 A%l TO 4 P FOR THE FOLLOIAIING 11''!SPECTIONS: 'TIO - TWO REQU!RED 1. FCIJi1 I N' FOR POURED CONCRETE ""h Rr" Rupo"'s Sr� 13U 0 RODO MAU, M 1i V 2. ROUGH - FRA.MING PwmBING 3. INSULATION 7 4. FINAL - CONISTRUCTION MUST '4 BE CO�,.,IPLETE FOR C.O. X, ALL CONSTRUCTION SHALL MEET THE S REQU!REMSENTS OF THE CODES 07 NEW '04 GN OR CONSTRUCTION ERRORS. DESI YORK STATE. NOT RESPONSIBLE FOP, 4� W+, �4- w Sr,-47 -,k 4 J -�g 'i4 Aw, "I NN, 7, CONfAFLY V!IT H ALL CODES OF NEW YORK STATE & TOWN CODES • Ar F -1;4"� no f -'4 r r V 7 ,771 Z*14 M" 1,K J ge r AS REQUIRED AND CONDITIONS OF SOUTH 0% 4 31 0 OLD MAN ZBA 44 - a SOUTHOLD TOMN PLANNING BOARD 76 U So!-ug n TO;NN TRUSTEES N.Y.S.DEC 00 75 3; -nUPAN CY OR LAWFUL USE IS UNI W KITH® CERTIFIGAIE iT OF OCCUPANV1" N A,L 4 A Up�"MR CER TIFICA TION ON,LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY project SOLDER USEMN WATER DECROISSET HOUSE SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1%LEAD. 20 THIRD STREET NEW SUFFOLK, NY 11956 ABBREVIATIONS SYMBOLS PROJECT TEAM ARCHITECTURAL DRAWING LIST @ AT MDO MEDIUM DENSITY OVERLAY detail number AFF ABOVE FINISH FLOOR MECH MECHANICAL BO BOTTOM OF MW MICROWAVE GD-\ page number ARCHITECT: A-0.0 COVER SHEET CH CEILING HEIGHT MIN MINIMUM Toshiko Mori Architect, PLLC A-0.1 GENERAL NOTES AND SURVEY CIL CENTER LINE Mo MASONRY OVERLAY detail number 199 Lafayette Street, Suite 5A r--0=-CTR1C1%L CLG CEILING MTL METALsection New York, NY 10012 A-1.0 SITE PLAN sheet number 212 337 9644 TEL A-1.1 FLOOR PLANS CLR CLEAR NIC NOT IN CONTRACT CONC CONCRETE NOM NOMINAL 212 337 9647 FAX A-1.2 FLOOR PLANS CONT CONTINUOUS NTS NOT TO SCALE 1 Toshiko Mori A-1.3 REFLECTED CEILING PLANS AND ELECTRICAL PLANS DIA DIAMETER structural/building grid issue revisions DN DOWN OC ON CENTER toshiko@tmarch.com A-1.4 REFLECTED CEILING PLANS AND ELECTRICAL PLANS PLUMBING DW DISHWASHER OD OUTSIDE DIAMETER Josh Uhl ALL PLUMBING WASTE DWGS DRAWINGS PERF PERFORATED XX window number Juhl@tmarch.com A-2.0 EXTERIOR ELEVATIONS &WATER LINES NEED EA EACH PLAM PLASTIC LAMINATE Belle Stone COVERING PLYWD PLYWOOD TESTING BEFORE ELEC ELECTRICAL PR PAIR bstone@tmarch.com A-3.1 BUILDING SECTIONS 100%CD 23 DEC 2014 ELEV ELEVATION PT PRESSURE TREATED Q door number PROGRESS SET EQ EQUAL PTD PAINTED A-4.1 WALL SECTIONS EQUIV EQUIVALENT R RISER ROOM EXT EXISTING RAID RADIUS room number STRUCTURAL ENGINEER: A-4.2 WALL SECTIONS IDP.AW-AGE INSPECTIO�% 100% CID 07 JAN 2015 EXT EXTERIOR El Rodney D. Gibble Consulting Engineers A-4.3 WALL SECTIONS TOS Englnec!tltr n before PROGRESS SET RD ROOF DRAIN A-4.4 WALL SECTIONS U FIN FINISH RECIPT RECEPTACLE 19 West 21 st Street, Suite 501 OR Prov""cT", New York, NY 10010 .7�jtoW�-.BUILDING PERMIT SET 12 JAN 2015 FLR A-5.0 INTERIOR ELEVATIONS FIXT FIXTURE REQ REQUIRED F xxx material type FLOOR REF REFERENCE 212 989 2853 TEL FOB FACE OF BUILDING REINF REINFORCED, REINFORCING 212 989 4017 FAX A-5.1 INTERIOR ELEVATIONS FOC FACE OF CONCRETE REV REVISION -OL EL,+ A-5.2 INTERIOR ELEVATIONS FOG I-F TO FINISH FLOOR- elevation height Rodney D. Gibble FACE OF GLASS RH RIGHT HAND rgibble@rdgengineers.com FOS FACE OF STUD RO ROUGH OPENING A-6.0 SCHEDULES FO FINISH OPENING S partition type A-6.1 SCHEDULES Do PROCEED WITH SMOKE DETECTOR <�� IL SURVEY FT FULLY TEMPERED SCH SCHEDULE A-6.2 PARTITION TYPES FR,N,11 Itl G UNTIL GA GAUGE SHWA SURVEYOR: r70UNDPMON LOCATION GAL GALLON Sim SHOWER A-6.3 DOOR DETAILS OF 6.N APPROVED. Fft, SIMILAR Nathan Taft Corwin Ill Land Surveyor HAS BE"i KO 'X GC A-6.4 WINDOW DETAILS GENERAL CONTRACTOR SPEC SPECIFICATION PROJECT DATA 1586 Main Road A-6.5 WINDOW DETAILS GFI GROUND FAULT INTERRUPTER SS STAINLESS STEEL Jamesport, New York 11947 GWB GYPSOM WALL BOARD ST STONE 631 727 2090 TEL HC HOLLOW CORE STL STEEL Location: A-7.0 EXTERIOR DETAILS HDWR HARDWARE STRUCT STRUCTURAL 20 Third Street, A-7.1 EXTERIOR DETAILS HM HOLLOW METAL T TREAD New Suffolk, NY 11956 A-7.2 INTERIOR DETAILS 4P HOR HORIZONTAL T+G TONGUE AND GROOVE A-7.3 INTERIOR DETAILS 0142 HIP HIGH POINT THK THICK Building Code HS HEAT STRENGTHENED TO TOP OF Project Description: A-8.0 MILLWORK DETAILS SOF N HT HEIGHT TP TOILET PAPER DISPENSER HVAC HEATING,VENTILATING,AIR CONDITIONING TX TOILET EXHAUST HWH HOT WATER HEATER TYP TYPICAL AREA CALCULATIONS: J ICE ICEMAKER VIF VERIFY IN FIELD Total Property Area: ID INTERIOR DIAMETER W/ STRUCTURAL DRAWING LIST INSUL WITH .255 acres INSULATION WD WOOD INTINTERIOR WIVI WASHING MACHINE Total Building Area: P-1.0 PLUMBING RISER DIAGRAM JA N1 13 2015 LF LEFT HANDED WP WATERPROOF 1,739 sq ft I scale LP LOW POINT MAX MAXIMUM T AS NOTED STRUCTURAL DRAWING LIST drawing title COVER SHEET S-100 FOUNDATION & 1ST FLOOR FRAMING PLAN S-101 2ND FLOOR&ROOF FRAMING PLANS S-200 GENERAL NOTES, DESIGN CRITERIA, NAILING drawing number SCHEDULE AND TYPICAL DETAILS S-201 SECTIONS S-202 SECTIONS I AGOG GENERAL NOTES : 11. CONTRACTOR TO KEEP WORK AREA SECURED WHENUNATTENDED ~ DURING THE REQUIRED CUT SHEETS INCLUDE THE FOLLOWING: 22. PAYMENT PROCEDURES: w N Lu DURATION OF CONSTRUCTION. o z 1. ALL WORK SHALL COMPLY WITH: (A)ALL APPLICABLE LAWS, CODES AND A.GRAVEL FILL A.CONTRACTOR TO PROVIDE A'SCHEDULE OF VALUES,'WHICH IS AC0 00 REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION; (B)THE REQUIREMENTS OF 12.AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE ALL RUBBISH, B.SUB-GRADE DRAINAGE PIPE DETAILED LINE-ITEM COST BREAK DOWN OF THE CONTRACT AMOUNT, w } 0- U_ TEMPORARY STRUCTURES, TOOLS, SCAFFOLDING,AND SURPLUS MATERIALS FROM THE ALL INSURANCE POLICIES COVERING THE WORK; (C)TERMS, CONDITIONS AND C.GEOTEXTILE FABRIC ORGANIZED BY CSI SPECIFICATION DIVISION. } Y REQUIREMENTS OF THE CONTRACT DOCUMENTS. SITE AND PROVIDE PROFESSIONAL CLEANING TO THE ARCHITECT'S AND OWNER'S D.FOUNDATION DRAINAGE BOARD B.BREAK DOWN AND ITEMIZE GENERAL CONDITIONS AND GENERAL d d Ir rn rn SATISFACTION. E.UNDER SLAB VAPOR BARRIER AND TAPE REQUIREMENT COSTS. U_ w 0 � r- 2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN ALL REQUIRED F.ABOVE SLAB VAPOR BARRIER AND TAPE C.PROVIDE MONTHLY PAYMENT APPLICATIONS, INCLUDING PERCENTAGE OF g H � CY) C0 N N INSURANCE COVERAGE, PROVIDE CERTIFICATES OF INSURANCE,AND COMPLY WITH 13. ALL WORK, MATERIALS,AND EQUIPMENT SHALL BE GUARANTEED BY THE G.ALL EQUIPMENT, APPLIANCES,AND ACCESSORIES WORK COMPLETED FOR EACH LINE ITEM. rn =) UJ T T r ALL WORKER'S COMPENSATION AND DISABILITY LAWS. CONTRACTOR FOR MINIMUM PERIOD OF ONE YEAR AFTER THE DATE OF SUBSTANTIAL H.ALL PLUMBING FIXTURES D.UPDATE THE SCHEDULE OF VALUES WITH ONLY THOSE CHANGES TO THE (n Z N N COMPLETION, OR LONGER, BASED ON THE MANUFACTURER'S WARRANTY. I. ALL MECHANICAL EQUIPMENT CONTRACT AMOUNT APPROVED BY THE OWNER. PROVIDE LINE ITEMS 3. CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE DRAWINGS AND I. ALL ELECTRICAL EQUIPMENT, INCLUDING SWITCHES, OUTLETS FOR EACH CHANGE,AND INDICATE PERCENTAGE OF WORK COMPLETED 14. MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS SHALL BE ENGINEERED BY SPECIFICATIONS PRIOR TO START OF WORK. CONTRACTOR SHALL VERIFY ALL J. LIGHT FIXTURES FOR EACH LINE ITEM. DIMENSIONS WITH ACTUAL MEASUREMENTS IN THE FIELD PRIOR TO WORK. THE CONTRACTOR. RESPONSIBILITY FOR CODE-COMPLIANCE FOR THESE SYSTEMS LIES K.ALL INTERIOR AND EXTERIOR FINISH MATERIALS E.INCLUDE RETAINAGE PER TERMS OF CONSTRUCTION CONTRACT. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN WITH THE CONTRACTOR. L. ALL STRUCTURAL COMPONENTS: FRAMING, SHEATHING AND BLOCKING F.ALLOW TEN DAYS FOR ARCHITECT TO REVIEW. DRAWINGS, SPECIFICATIONS,AND FIELD CONDITIONS BEFORE COMMENCING WORK. M.ALL TYPES OF INSULATION 15. GLAZING SYSTEMS SHALL BE ENGINEERED BY CONTRACTOR. RESPONSIBILITY FOR N.ALL ROOFING SYSTEM COMPONENTS 23. TO BE SUBSTANTIALLY COMPLETE, THE WORK MUST BE AT LEAST 98% 4. CONTRACTOR TO COORDINATE ALL WORK BETWEEN DIFFERENT TRADES TO CODE-COMPLIANCE FOR THE GLAZING SYSTEMS LIES WITH THE CONTRACTOR. SHOP O.AIR BARRIER TAPE COMPLETE AS INDICATED ON PAYMENT APPLICATION. COMPLETE THE PREVENT INTERFERENCE AND TO DELIVER THE DESIGN INTENTION IN THE DRAWINGS SIGNED, STAMPED AND SEALED BY THE ENGINEER OF RECORD, INCLUDING P.SHEET AND LIQUID APPLIED WATERPROOFING FOLLOWING BEFORE REQUESTING ARCHITECT'S INSPECTION FOR CONTRACT DOCUMENTS. ELEVATIONS, LARGE SCALE DETAILS,AND STRUCTURAL CALCULATIONS SHALL BE Q.DOOR HARDWARE SUBSTANTIAL COMPLETION: 17 , 5. ALL WORK TO BE DONE AT THE HIGHEST STANDARDS OF TRADE PRACTICE. PROVIDED FOR ARCHITECT'S REVIEW PRIOR TO COMMENCING CONSTRUCTION. R.MILLWORK HARDWARE A.PREPARE AND SUBMIT PUNCH LIST OF ALL INCOMPLETE ITEMS. S.SEALANT B.ADVISE OWNER OF INSURANCE CHANGE-OVER REQUIREMENTS. CONTRACTOR SHALL REMEDY ANY DEFECTIVE WORKMANSHIP AT NO COST TO 16. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS, CUT SHEETS, SPECIFICATIONS, C.SUBMIT COMPREHENSIVE WARRANTY. OWNER. AND SAMPLES FOR ARCHITECT'S REVIEW AND APPROVAL. NO WORK SHALL PROCEED R',EQUIRED SAMPLES INCLUDE THE FOLLOWING: D.SUBMIT AS-BUILT DRAWINGS OF MECHANICAL, ELECTRICAL AND PRIOR TO ARCHITECT'S REVIEW OF SUBMITTALS. SHOP DRAWINGS SHALL SHOW PLUMBING SYSTEMS. 6. ALL WORK SHALL BE CONSTRUCTED OF FIREPROOF AND FIRE RETARDANT ADJACENT MATERIAL AND FINISHES FOR PURPOSE OF COORDINATING THE WORK. A.ALL INTERIOR AND EXTERIOR FINISH MATERIALS E.MAKE FINAL CHANGE OF LOCK CYLINDERS AND CORES; PROVIDE OWNER MATERIALS WHERE REQUIRED BY CODE. B.GLAZING WITH FINAL KEYS. 17. CONTRACTOR SHALL SUBMIT A SUBMITTAL SCHEDULE AS SOON AS POSSIBLE, BUT IN C.EXTERIOR WOOD DECKING F. COMPLETE START-UP OF ALL SYSTEMS;TRAIN OWNER. 7. CONTRACTOR TO PRODUCE A PROJECT SCHEDULE SHOWING CRITICAL PATH ANY CASE BEFORE FIRST SUBMITTALS ARE MADE. D.SS GUARDRAIL G.REMOVE ALL TEMPORARY FACILITIES, SURPLUS MATERIALS AND DEBRIS. ACTIVITIES. SCHEDULE SHALL BE UPDATED ON A REGULAR BASIS,AS MUTUALLY E.METAL FLASHING H.COMPLETE FINAL CLEANING U0 AGREED BY ARCHITECT AND CONTRACTOR. 18. REQUIRED SHOP DRAWINGS, INCLUDING PLANS, ELEVATIONS AND DETAIL DRAWINGS, F.SEALANT I. SUBMIT'CONSENT OF SURETY FOR REDUCTION IN RETAINAGE' FROM 8. CONTRACTOR SHALL DETERMINE LEAD-TIME FOR ALL SPECIFIED ITEMS AND INCLUDE THE FOLLOWING: G.ROOFING MEMBRANE BONDING COMPANY. INFORM ARCHITECT OF ANY DIFFICULTY AND/OR DELAYS IN OBTAINING MATERIALS A.STRUCTURAL FRAMING PLANS 19. SUBSTITUTIONS MAY BE CONSIDERED ONLY WITH SUBMISSION OF A REQUEST FOR 23. COMPLETE THE FOLLOWING BEFORE REQUESTING ARCHITECT'S IN A TIMELY MANNER. B.CONCRETE FOOTING, FOUNDATION AND REBAR SUBSTITUTION TO THE ARCHITECT AND OWNER. INSPECTION FOR FINAL COMPLETION: C.MILLWORK A.COMPLETE PUNCH LIST 9. CONTRACTOR TO BE RESPONSIBLE FOR ALL FILING, INSPECTIONS, D.000NTERTOPS 20. DO NOT SCALE DRAWINGS FOR CONSTRUCTION. DIMENSIONS AND NOTES SHALL B.APPLY FOR FINAL PAYMENT CERTIFICATIONS, LICENSE AND SIGN-OFF PROCEDURES AS REQUIRED. E.MIRRORS GOVERN. DRAWINGS AT A LARGER SCALE SHALL TAKE PRECEDENCE OVER DRAWINGS AT C.SUBMIT LIEN WAVERS F.ROOF SLOPE/TAPERED INSULATION A,SMALLER SCALE. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. CONTRACTOR D.SUBMIT'CONSENT OF SURETY FOR FINAL PAYMENT' FROM BONDING UO 10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CLEAN AND SAFE G.ROOF EDGES AND TERMINATION DETAILS TIO NOTIFY ARCHITECT OF ANY DIMENSIONAL CONFLICTS PRIOR TO CONSTRUCTION. COMPANY. WORK ENVIRONMENT AT ALL TIMES. H.MECHANICAL, ELECTRICAL AND PLUMBING SYSTEM DIAGRAMS E.SUBMIT EVIDENCE OF CONTINUING INSURANCE COVERAGE I. GLAZING 21.ALL DIMENSIONS TO FACE OF STUD, FACE OF CONCRETE, CENTERLINE OF STEEL, F. COMPLETE FINAL CLEANING UNLESS OTHERWISE NOTED. DIMENSIONS NOTED AS'CLR'ARE NOT ADJUSTABLE WITHOUT AIRCHITECT'S REVIEW. DIMENSIONS NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL UNLESS NOTED AS"+/-" U `" Air y.. `+ rr ' I SURVEY OF PROPERTY SITUATE f ru cin N1011'1011' 110,1/ sAL. AfARTIAT N EW SUFFOLK UFFOLK o + ° �,, a wQ & JAYAIE P. MARTIAT TOWN OF SOUTHOLD project a v 90'00' SE FOUND SUFFOLK COUNTY, NEW YORK DECROISSET HOUSE a r N 87 21 00 E _ GONG. raa_'- -._.____ SET C4Pr-EC; t<YBr.R 14.40' , ° M x 3f0UPp 3,.a' - w�� .:,-McE _ S.C. TAX No. 1000- 1 17- 10- 19 " d ~ ° �� I 52 x � r 1 1'S 20 THIRD STREET X . SCALE 1 "=20' NEW SUFFOLK, NY �I y z xBL W JANUARY 2 2008 11 5.2 956 Q �,-BflN LK. ' xis 0° JANUARY 20, 2008 VERIFIED HIGH WATER MARK --FRAME SIZED CD STONE MAY 9, 2009 STAKE PROPERTY LINES �__POLETM 0 DRIVEWAY x-z 7 (� / "� -�, NOVEMBER 19, 2009 UPDATE SURVEY g. K 4 ti JANUARY 6, 2013 ADDED 1,t FLOOR EL. & FLOOD ZONE p X m a xL ' "�L x V Q A FEBRUARY 3, 2014 UPDATE SURVEY t _f'2�lQ u VAlVER FRAMF OUTS+DF rX-1 A ROOF OVER SHOWER (51 itAt;M'iNC > ROOD PORCH �orats AREA = 11 ,105 sq. ff. t TO BULKHEAD) 0.255 ac. 51 96.5' CERTIFIED TO: ' � SLAS 4 02X052a o` NICOLAS DE CROISSET FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK + � . r, Fn - x o p scAB a.c \ /1 o y 0 NOTES: z --SEPT o r -� ,O-ICs X 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ° r'� "`d EXISTING ELEVATIONS ARE SHOWN THUS:-5n n I EXISTING CONTOUR LINES ARE SHOWN THUS:- - - -$-.._ _ mP€LA j issue/revisions �. . " x 2. THIS PROPERTY IS IN FLOOD ZONE VE (EL 8) AS SHOWN ON X0,3• FLA j FLOOD INSURANCE RATE MAP No. 36103CO501 H 26'6 BLKH, 5-1ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); �•1 `� t.aw. ROOF OVER ( x,T.5 X4.7 POLE: x, � BASE FLOOD ELEVATIONS DETERMINED CONE. PATIO 100%CD 23 DEC 2014 S1.3T . -� PROGRESS SET X - -�._ 4, °.5_Q 4 m t CONIC.-�' UNAUTHORIZED ALTERATION OR AD^iT10V T r x SrFp !mss - x4..6 X TO THIS SURVEY Is A vloLaTloN of 100%CD 07 JAN 2015 a x�q ,; �a ScCT1ON 7209 OF THE NEW YORK STATE woc;D e LK aD ra. F. T -- EDUCATION LAW. ° v � _ __. -- aT6 .3_ 78. 5: -.- E,-fir-..-_�___ Bti. 3 3 _ BLKH.- - '� COPIES OF THIS SURVEY MAP NOT BEARING PROGRESS SET THE LAND SURVEYOR'S INKED S_AI OR EMBOSSED SEAL SHALL NOT BE CONSIDERED FOOD { � TO BE A VALID TRUE COPY. BUILDING PERMIT SET 12 JAN 2015 STEPS CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY N V IS PREPARED, AND ON HIS BEHALF TO THE ! THLE COMPANY, GOVERNMENTAL AGENCY AND d LENDING INSTITUTION LISTED HEREON, AND O APPARENT NIGH WATER kA.RK AS OF 01/201,108TO THE ASSIGNEES OF THE LENDING INSTI- r TUT&_ CERTIFICATIONS ARE NOT TRANSFERABLE. - Tx �^ -- -�'TIE _------ N 89'28'30" W 89.47,, THE EXISTENCE OF RIGHTS OF WAY c AND/OR EASEMENTS OF RECORD, IF 1 / 4 !II ANY, NOT SHOWN ARE NOT GUARANTEED. ,`�� Y A r y rT �l i�r I E Kiri _tL PREPARED IN ACCORDANCE WITH THE MINIMUM `w j o0 STANDARDS fol? 11i'Lh� SUt2'W Y AS ESTAF.l.LAND Nathan Taft Corwin in in � I BY THE L.LA.1,S. AND APPROVED AND ADOPTED I FOR SUCH USE BY THE NEW YORK S1A1E LA:'.L; 6 a TITLE ASSOCIATION, Land Surveyor s,. 0 9 �� .7 .q 1425 O OF IN Title Surveys - Subdivisions - Site Plans - Construction l oyout PHONE (631)727-2090 Fax (631)727-1727 OFFICES t.00ATED AT A4AILING ADDRESS 1586 Main Rood P.G. Box 16 scale N.Y.S. Lic No 50467 Jamesporl, New York 11947 Jarnesport, New York 11947 AS NOTED drawing title GENERAL NOTES AND SURVEY SURVEY drawing number 01 1'=20' Ila ® � ------------------------------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . ... I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .V. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I* . * . . . . . . . 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O 5.6 . . . . . 9 . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . C\J C� CY) EXISTING FRAME . . . . . .16 ' * . . . . . . . . . . . . SHED . . . . . . . . . . . EXISTING UTILITY 5.4 . . . . . . . . . . . . . . . . . . . . . . . . POLE . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co EXISTING EXISTING PROPOSED . . . . .OVERHEAD WATER METER HOUSE "' . . . . . . . . . . . . . . . . . . . . . . . . WISES 52 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5.2 . . . . . . . . . . . . . . . . . . ------------- 5.6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . 5.4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S VICE MAST TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONNECT . . . . . . . . . . . . . . . . . . . . . . . . . . 0 ERHEAD WIRES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5.5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . EXISTING HEDGE . . . . . . . . . ..... . . . . . . . . . . . . . 5.8 . . . . . . . . . . . ROW . . . . . . . . . . . . . . . . . . . . . . . EXISTING WOOD . . . . . . . . . . . 5.5 . . . . . . PLATFORM . . . . . . . . . . PROPOSED . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . WOOD DECK . . . . . . . . . . . EXISTING HEDGE . . . . . . . . . . . . . . . ROW project 5.6 . . . . . . DECROISSET HOUSE . . . . . . . . . . ----------- 5.6 5.1 5.1 5.4 20 THIRD STREET NEW SUFFOLK, NY 91-311 5.0 50'-11 1/4" 11956 #4 ----------A 5.6 5.2 4• .5 4.6 C\ B 53 5.6 (y) TB-5.3 B.3.3 §'0 BB.3.5 TB.5.3 00 TB.5.3 CY) EXISTING WOOD BB.3.5 BULKHEAD 6.4.1 issue revisions EXISTING*WOOD r C\J STEPS C\J EXISTING WOOD EXISTING 4. 'i CONCRETE JETTY - 100%CD 23 DEC 2014 PROGRESS SET JETTY HIGH WATER 100%CD 07 JAN 2015 2.2 MARK PROGRESS SET 2.0 -- N 8902813011 W E39.47' BUILDING PERMIT SET 12 JAN 2015 1.9 a. 1.8 4'A D AR A 4 K,0 .16 0'A (P 014259 OFN EXISTING WOOD JETTY GREAT PECONIC BAY scale 1/411 = 11-01, drawing title SITE PLAN 01 SITE PLAN drawing number AM 7E E F W N W C) O E= U X } d LL Q Z �t � W �z 1101 8 - 9 NOTE Loo °' d' gW � CO � Mfl * ELEVATION HEIGHT IN RELATION TO GRADE Im j W C T r CA Z N N 01 01 01 A3.1 A2•0 01 A3.1 A2.0 xA B C D xE xA B C D xE 33'-8" " 33'-811 11'-311 21.011 _311 21.011 7'-11" 5'-311 03 3'-2" 12'-2" 12'-21' 61-111 08 09 z UP A7.0 -- OUP II II IIS / \ II II II� J I N I — — IL - - - JL - - - �I —� IGUEST-BEDROOM�I_ o I M II - -- -- - - - - - - - -- -- - - I ; ; - - - - - - - - - - - - - - -- � ( m O O I- - - - cD - 13'-3" / \ 9'-6� 06 log I STEEL CABLE MASTER BEDROOM °�° I 11 GUARDRAILS STM I -- - - - -- - 04 r� 4-10 CONCRETE PIER -- - -- ` % - - - - - - - - - 13 WITH S.S.HAN DR IL I 01 A5.0)�O� 08 A6.4 i AT 36" I I TIMBER PILES STAIR I SEE STRUCT LINE O 02 � I A4 05 A5.0 7 I 1 STRUCTURE I - -_ -- - - 0 I I I I 01 M 06 05 06 I I = A�OVE I I- - - - - A5.2 07 I A6j A6cj A61 A6c1 I � I I I GRADE BEAM I I__ __ - - - - _- - - 3-7 3/411 - _ I T I I SEE STRUCT - _ .- - -- - - - - - C) _ MASTER ATHROO \ �-----� r r I \ 09 \ A6c / i W/D \ I 04 GUEST BATHROOM T_ o I 4 71-6"�� \ 3'-1 / I �---- \ CORRIDOR I 91-711 11� 07 T 1 CLOSET I 08 -7 02 �I I CONC PIER -- \ I SEE STRUCT Ci 09 I (Jl ) - - - — A3.1 CO DENSER ABOVE E�l Ak' qji Fol-] A60:1 01 L 2117„ �5 f - - --- - --- : MECH 06 � q A6 09QA5.01 A6c 104 REQ __ - 'DW �P i = I �I A2.0 l- HA E - - - -- - -- - 1 �; - -- -- - - - - - - - UDROOM �_ - - --- A4 i � 01 1 1 I I 04 r II COLD WATER HOSE', I I I I A2•0 project co KITCHEN \ PANTRY BENZ CH I II I BIB I I ( I DECROISSET HOUSE I � _ i I� I HOT WATER HOSE o' I M A5.0 03 A6 - - - - - - - - - 05 I I BIB I I I Z v i ( 03 (_ I 20 THIRD STREET I 13 D A6.4 A3.1 i I I I 03 Z I , i I o NEW SUFFOLK, NY 02UPI 1 A5.0 I o C\1 02 I I I I A3.1 b I I11956 A2 4'-10" T .0 I I I N T I❑ - - - - I 4 - - - 05 I i I LO ao A7.2 I I I I v r101 101-1 3-71/811 5'-8 3/411 41-33/411 T - - - - - - -- - -07 _ - - -- - - - -- I 04 A3.1- 04 03 08 -0 A3.1 rO8 - - L- - -J - -- -- - - --- - A6.4 GAS FIREPLACEI F 01 I i I I I II 4- �;� �r I N I I I I I I — J _1 I I I I I issue/revisions o I I GRADE BEAM I I I o SEE STRUCT I r I I I I I A4 I r I I I N 02 I ( I 1 A6.4 I 1 A4.4 ®c GREAT ROOMI J_ - - - "' C - - - - ( ] STEEL CABL I I 100%CD 23 DEC 2014 02 ( J GUARDRAIL YS EM I i PROGRESS SET WITH S.S HAD AIL CONC PIER o EL +15 6 10-0„ * AT 36” I I I 100%CD 07 JAN 2015 I F.F. N SEE STRUCT I o a I - - - - - I I PROGRESS SET � _ I I PERMIT SET 12 J I AN 2015 PERMIT REVISION 26 JAN 2015 - - - - - - - - - 03 L ELL +15 4 [9'-1 0"] i -- - - - - - - -- - - - - 0 03 41-911 41.911 02 T.0 DECK I C) A6 4 A6.4 I A6.4 I I � I LO DECK I I I I I � - x6 I I I I I I I I I 4'-811 91-611 9'-611 41-811 03 03 A2.0 A2.0 scale 1/4" = 11-011 FIRST FLOOR PLAN GROUND FLOOR PLAN N drawing title 02 01 FLOOR PLANS drawing number LLJ W N W W ~ 00 T W >- a U- NOTE } Y QQ � � � * ELEVATION HEIGHT IN RELATION TO GRADE g w o CO co WT T TCnZ NN 01 01 A3.1 A2.0 ro ki -1116, 01 A3.1 A2.0 xA B C D xE xA431-2Z11121-2Z11 C D xE 271-7" 61-111 12'-21' 61-111 +19'-5/8" AL +19'-5/8" 27'-7" - - --------- -- - - - ---- -------- -- x1 _....._...._......._...-.-. . C� C� 271-511 --- - - }- ---- - -- - ------ -._ HEAT PUMP. SEE is r- MECHANICAL STORAGE EQPT SCHEDULE 2 - o I 11 I WATER HOLDING I I' ............._.. ........... ......._.. r DUCT TANK - _..._.. HOT WATER HEATER GUTTER T = T `•---- - 1/2"DEEP GALVANIZED 1 - - - _. A6.5 VENTS STEEL PAN \HliT oTCIRCUIT BREAKER oSK0 " t 11�* SKYLIGHT -- - N -- -T - - L: +39 1 3/4 33 7 3/4 - -- - - - - 0. RIDGE - T - -- -- -- - 08 -- ' Ir N I 9'-011 - 12 13 _ .. .. . . ......... .. r N STORAGE L SKYLIGHT / 02 N T 10 - A3.1 CD co 14 VENT DOWNSPOUT � EL: +24'-7 3/8" 119'-1 3/8111* pg A3.1 N T.O. FINISH FLR o EL +391-13/4" 33-7 3/411 * - - - - - -- - - � - - -T.O. RIDGE 91 , ( 1 A024 -0 271-311 .0 projectSLOPE DN A / \ SLOPE D / � GLASS GUARDRAIL DECROISSET HOUSE I / 171.111 \ AT 36" 03 20 THIRD STREET (— - - - A3.1 0 / STEEL COLUMN AT WALL \ 03 DN A3.1 NEW SUFFOLK, NY 02 I I I N 02 / SEE STRUCT DWGS \ 0 11956 GLASS GUARDRAIL I T L AT 36 N bo i� I in / I 0 I I I DOWNSPOUT CEILING ABOVE I— Z 04 i - p - A3.1 - p FACTOR BUILT CHIMNEY - - -------- I- 04 / -- --- - -- - - ---- - - ---- A3.1 — 4 WITH SPARK ARRESTOR. \ VERIFY SPECIFICATION IFICATION WITH FIREPLACE I ANUFACTURER IIL_ I!I I \01 I OPEN TO BELOW I A4.4 = O 01 A4.4 0 � issue/revisions I N 02 \ T T \ \ N 02 I I T A4.4 A4.4 I � o \ 100%CD 23 DEC 2014 PROGRESS SET \ 100%CD 07 JAN 2015 \ \\ PROGRESS SET BUILDING PERMIT SET 12 JAN 2015 -------------- --- - PERMIT REVISION 26 JAN 2015 T I T 1 0 I I � I I I I I I I I �03 A2.0 03 A2.0 scale ROOF PLAN 1/4" 02 �� SECOND FLOOR PLAN N drawing title FLOOR PLANS drawing number M ® - ELECTRICAL NOTES ELECTRICAL SYMBOL KEY 1. ALL ELECTRICAL WORK TO COMPLY WITH REQUIREMENTS OF THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE AND THE 2012 w NY STATE RESIDENTIAL CODE. KA O RECESSED CEILING LIGHT ¢ N w ao 2. PRIMARY EXISTING ELECTRICAL SERVICE TO REMAIN. SECONDARY SERVICE LINES TO BE BURIED FROM TRANSFORMER TO NEW KB o RECESSED SHOWER LIGHT w r = ELECTRICAL PANEL AND METER. CONTRACTOR TO COORDINATE ALTERATIONS TO EXISTING SERVICE WITH UTILTY COMPANY. z CL U- 3. WHERE ELECTRICAL FIXTURES AND DEVICES OCCUR INTEGRAL WITH CABINETRY, BACKSPLASHES, SOFFITS, AND MIRRORS, TAKE CARE TO KC O PENDANT LIGHT aa0 � r, COORDINATE PLACEMENT ACCORDING TO INTERIOR ELEVATIONS AND CABINETRY SHOP DRAWINGS. VERIFY WITH ARCHITECT ANY w Lo o � r, QUESTIONS REGARDING PLACEMENT. KE o LED UNDER CABINET LIGHT g >- CO CO CO CO 0) — N N 4. ALL SWITCHES TO BE MOUNTED 48"A.F.F. UNLESS OTHERWISE NOTED (SEE NOTE 3) ® RECESSED EXTERIOR MTD FIXTURE d0 � Z N N KF 5. ALL OUTLETS TO BE MOUNTED 12". A.F.F UNLESS OTHERWISE NOTED (SEE NOTE 3) KF - LED WALL LIGHT 6. CONTRACTOR TO VERIFY LOCATIONS FOR ALL FLOOR JACKS AND FLOOR OUTLETS WITH ARCHITECT/OWNER PRIOR TO INSTALLATION OR POURING OF GYPCRETE WP WATERPROOF ELECTRICAL OUTLET 7. WHERE ELECTRICAL BOXES PENETRATE ONE SIDE OF A FIRE WALL ASSEMBLY, CAVITY SHALL BE COMPLETELY WRAPPED WITH SHEET ROCK AND FIRE TAPED TO NY STATE FIRE CODE REGULATIONS. ELECTRICAL BOXES SHALL NOT PENETRATE COMPLETE THOROUGH FIRE DUPLEX ELECTRICAL OUTLET ASSEMBLIES AT ANY POINT. # QUAD ELECTRICAL OUTLET 8. CONTRACTOR TO COORIDINATE TYPE AND LOCATION OF CONNECTIONS AND OUTLETS FOR APPLIANCES WITH MANUFACTURER'S INSTRUCTIONS AND DIAGRAMS. GFI DUPLEX WITH GROUND FAULT INTERRUPTER 9. ALL TELE DATA PORTS TO BE SERVED BY RG-6 COAXIAL CABLE, TELEPHONE LINE, AND CAT 6 DATA CABLES. HOME RUN LOCATION TO BE FLOOR MOUNTED OUTLET COORDINATED W/OWNER. SWITCH 3 3 WAY SWITCH roll, 01 01 01 A3.1 A2.0 A3.1 A2.0 UO xA B C D xE xA B C D xE 3'-2" 121-211 121-211 61-111 3'-2" 12'-2" 12'-2" 5'-8" TO LOW ER LEVEL \ •-moi I- - - -- - - - - - --- MO x1 � x1 3. .. .. 3> 1 -- 01. N TIWP co EL: 81-011•AFF%.. .,. 8'-0"AF - -- - - i N co - - T( . — . —__ . - - EL - r� T FIN.CLG :• - TF - -- -- --- d , - - -- - — - -- I KF ... KF ----- - - -- --- -- -- - - — - - -- - fIN CLG I GWB-1 - 1 :.. QC EQC EQC� - - EQD EQD -- KD \-- -- - - - I- - - - -- ---- ----- - - --- - / -� -- -- k6B XB OSD - .. - KA � ll N M T - KB KA --- ----\\ -- -.I. --- -- --- r G WASHER GFI 1, / GWB-2 �--- _I — — --1. I - KID C q�,� . /_--- I EL: 8'-0"AFF -- -- FIN CLG � - - - - - -- - --- - --- - -- - - -------7 - - -- L— -EXHAUST L: �'-o"�FF -KF--�- , L EXHAUS KD \ 02 C ND NSER I -- - 1 - -- — - - _ i � � = ----- -- - i 02 IN CLG C, -- - - \ I tt K FI I �� " �- K FI KI RE _ F1 VEN -G I DSIV �Fl -- ---- -- - — -- -- - � 3 - - -_ - - - -_-_- - - -- - _ I GWB-1 I - - -- --- - - (Il I 3 DECROISSET HOUSE - - -- -- B QAKB EQA KB KB .. . A / . I B �KB MOUNT AT 42" - -- — _.-_ -- _ -- - --- -------- - ` - ABOVE GRADE + l �- ---- - „--- I EL�B'-0"AFF / 20 THIRD STREET FIN CLG / - - EL: 8-0 AFF I - - - --- (.._ WD- EXHAUST _ _..._ .::. IN CLG ------ - - --- -- ----------- -------------------- - — -- - - - ---- NEW SUFFOLK, NY r ---- -QA ---- EQA --- .EQA - _EQA� _ � / � 1- I -.- -- -- - .- - -- - - 11956 _ I 03 I— r KB FI KB --- na KB - -1(B- GFI - - -- - - I.. r \ / - - -- f - j .. /.. ... N — -- - ---- — --- N r - I i �- - KA T I - — -� ---- - — 1 Ka o _ _ _ -- � __ KA N I 02 02 / - - 0 } - - - A2 0 A2.0 -- — 04 - - 04--- - -- - - -- l- - - ---- -- - ----- _ — -( � -A3.1 -- 4 i -- - - - -CONCRETE PIERS --- _- ----- ------ LT 01 issue/revisions -- A4.4 k _ \ / 0 00%CD 23 DEC 2014 FLOOR OUTLETS WITH 1 Cil N ,— r - - - .- PROGRESS SET 02 STAINLESS STEEL COVER - --- ----- - - - ------- -- --KA- - ------- — �- KA-- KA_ _: N A4.4 PLATES (3 LOCATIONS) I - - - -- T• - -- - - -- - - - - --- ----- 100%CD 07 JAN 2015 ROLLER SHADE EL: 8'-0"ABOVE GRADE PROGRESS SET -- -F IN CLia -- - -- --- - - - - . ABOVE -- BUILDING PERMIT SET 12 JAN 2015 ' I I - - -- o - — - - -- --- - - - C� 5 1 I WT 6 -...._. - / EL:8'-0”AFF \ / \ . / \ / - - - -- -- -- --- - -- - -- -- ♦ 5 0 O ------ - FIf�tCLG _ - --- ------ — - --------- -- -- ---�-� ---- -�---- °' F O ,�O '9i C� . .. -_ .. . WT-6 0� a� KA KA - - cD co WT-6 -- - --- - 01425 - --- x6 TFOF NES 4'-2" EQ. EQ. EQ. 4'-2" -- — - -- -- I I 03 A2.0 03 A2.0 scale 1/4" = 02 FIRST FLOOR ELECTRIC/ LIGHTING REFLECTED CEILING PLAN GROUND FLOOR ELECTRIC/ LIGHTING REFLECTED drawing title 01 CTED CEILING PLAN N g REFLECTED CEILING PLANS AND ELECTRICAL PLANS drawing number ELECTRICAL NOTES ELECTRICAL SYMBOL KEY 1. ALL ELECTRICAL WORK TO COMPLY WITH REQUIREMENTS OF THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE AND THE 2012 w NY STATE RESIDENTIAL CODE. KA o RECESSED CEILING LIGHT cr N w 00 KB o RECESSED SHOWER LIGHT 2. PRIMARY EXISTING ELECTRICAL SERVICE TO REMAIN. SECONDARY SERVICE LINES TO BE BURIED FROM TRANSFORMER TO NEW w r ELECTRICAL PANEL AND METER. CONTRACTOR TO COORDINATE ALTERATIONS TO EXISTING SERVICE WITH UTILTY COMPANY. W z a- u- 3. WHERE ELECTRICAL FIXTURES AND DEVICES OCCUR INTEGRAL WITH CABINETRY, BACKSPLASHES, SOFFITS, AND MIRRORS, TAKE CARE TO KC O PENDANT LIGHT Q Q z rn COORDINATE PLACEMENT ACCORDING TO INTERIOR ELEVATIONS AND CABINETRY SHOP DRAWINGS. VERIFY WITH ARCHITECT ANY w U.) 0 r- r- QUESTIONS REGARDING PLACEMENT. KE o LED UNDER CABINET LIGHT g w >- CO CO 0) ~ co N N 4. ALL SWITCHES TO BE MOUNTED 48"A.F.F. UNLESS OTHERWISE NOTED (SEE NOTE 3) KF ® RECESSED EXTERIOR MTD FIXTURE Z) W N N 5. ALL OUTLETS TO BE MOUNTED 12". A.F.F UNLESS OTHERWISE NOTED (SEE NOTE 3) KG - LED WALL LIGHT 6. CONTRACTOR TO VERIFY LOCATIONS FOR ALL FLOOR JACKS AND FLOOR OUTLETS WITH ARCHITECT/OWNER PRIOR TO INSTALLATION OR POURING OF GYPCRETE WP WATERPROOF ELECTRICAL OUTLET 7. WHERE ELECTRICAL BOXES PENETRATE ONE SIDE OF A FIRE WALL ASSEMBLY, CAVITY SHALL BE COMPLETELY WRAPPED WITH SHEET ROCK AND FIRE TAPED TO NY STATE FIRE CODE REGULATIONS. ELECTRICAL BOXES SHALL NOT PENETRATE COMPLETE THOROUGH FIRE DUPLEX ELECTRICAL OUTLET ASSEMBLIES AT ANY POINT. QUAD ELECTRICAL OUTLET 8. CONTRACTOR TO COORDINATE TYPE AND LOCATION OF CONNECTIONS AND OUTLETS FOR APPLIANCES WITH MANUFACTURER'S INSTRUCTIONS AND DIAGRAMS. GFI DUPLEX WITH GROUND FAULT INTERRUPTER 9. ALL TELE DATA PORTS TO BE SERVED BY RG-6 COAXIAL CABLE, TELEPHONE LINE, AND CAT 6 DATA CABLES. HOME RUN LOCATION TO BE FLOOR MOUNTED OUTLET COORDINATED W/OWNER. SWITCH 3 3 WAY SWITCH 0 01 01 A3.1 �•0 xA B C p xE 3'-2" 12'-2" 12'-21' 61-111 --- - - ----------- G ------------ --- • x1 4f G.C.:TO L . COORDINATE c� I --- -SERVICES • LOCATION W/• MECH EQUIPMENT NT B ' GWB-1 SMOKE -------- - --- DETECTOR - KH SD �'KH o T ' I T \ _ _ project DECROISSET HOUSE I-- SKYLIGHT --- 02 A3.1 20 THIRD STREET KYL IGHT ' S NEW W SUF \ I SUFFOLK,OLK NY - - — -- — —. --- —- 3 11956 SMOKE/CO DETECTOR` SD 03 j � T KE T 04 02 A2.0 issue/revisions 1 A3 1 4 EL'VARIES " - CHIMNEY FIN CLG 100%CD 23 DEC 2014 FLU;- PROGRESS SET J80X JBOX L— • . . 01 A4.4 100%CD 07 JAN 2015 PROGRESS SET o BUILDING PERMIT SET 12 JAN 2015 N 02 ,- 11 PROVIDE TWO FLUSH JUNCTIONS . - I . BOXES AT CAT E HEDRA L CEILING FOR OWNER PROVIDEb FIXTURES _ LOCATIONS TO BE FIELD DETERMINED ¢Ep SRC WITH OWNER 'II srgr 014259 yp FOF tl�`I't I I X6 scale 03 drawing title A2.0 REFLECTED CEILING PLAN AND ELECTRICAL PLAN drawing number 03 SECOND FLOOR ELECTRIC/ LIGHTING REFLECTED CEILING PLAN N NOTE x6 5 4 2 x1 AB C D xE 6'-9" 12'-10" 12'-10" 12'-10" 3'-3" 3'-2" 12'-2" * ELEVATION HEIGHT IN RELATION TO GRADE 12'-2" g'_1" - - - - - - --- -- - -- - -- -- -- - - _ EL: +39'-101/4" [+34'-41/4"]* w - ---- - VENT TOP OF SKYLIGHT `" w SKYLIGHT SKYLIGHT - ---- -- WLLI 0 _. I I I I I I. I l l i l l l } mow i l i l l l 1 I 1 i t I 1�J- i_T I I-1_i_II _; I l l I I! I l 11 ( i w 'C'Z1, L1 111 I I I 1 l l I II III I t l ! ! II ` QQ0) 0) 'I -.T. f Z, T,_. I 1 1 i 1 11 I I I 11 i( 1 (1 0 r- 1 1 1 ] I L _L1 ] 1 L 1 l 1 1 1 1 1 1 1 1 1 1 f i l rn - N N I,...l .T 1, -i i T, -T. I . 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I1_ri_11_ILI I1. 1tL11:11.� .I 1 1-1 117 t..1.....1 .1....1 ...1. .L .1.. 1.._.1. .1.. I_ .I_ I L...1......1... .1..1 . 1 L. .L.. i- i -i. T.. I. I. l1.- 1I I [ L..I. f, 1,11-:71 I .l I ( I I 1 1 L 1 1. I I I I l l l I. I I I I I , I ' _.. L......I. � :.- _ T I GUTTER L._I C I_._. _.. :__: ... .:. L 1 L I I [ I 1.111_l 1 .......:.. : _ _ I I I L i 1 .I I I. I I. 11 L I 1 1 .I I I. I L�I� I�L [1_t.[ L:.. L.._l . l I_..].._r.._L_L...L._I_ 1 ...1 _L....1 .J- I .L....L_.. L. I L._L I .I 1 I_L_I .I 1. 1 I I ' I I:: I. [_1 1 I_..L.....I._I..I_ I ! i l I I I ; . _ l I � I I ! I I. 1 t I 1 i i i I .l 1 1 1 I L 1 1 (. 1. .(. ( ( 1 ..L. 1 .1.1.1.......1.-_l.. L I .1......I I_. I _i -i I I 1__1_-1. I_.._I 1 I ..I I I_ _I_ i 1.. I i 1. 1 1 t 1_. 1 1 I I I I I l l l L I 1 l N T I l l l l l l . I i I L 111._1.. I l l ..._1 I .-I ..I,. I___I ._L 1 . 1_..1 ...1 ..i I - I-[ .I. l [ r 1 -_ 1.. I_._ l 1 1 [ 1. . I I I I, [I II I:. I I I, 1 1 ....I I I I.....I 1,...r I I I I I �.. 1 1 I ( C L. .1_ I I 1 I- I. I. I _.I_. 1. 1 ..l I L_ (._I� 1 I .I L L.. ( I . I._1_ L.. .I _I I L....L.__I_.._I__I _ [ L_...I_.. L_...1._ I 1 .I. I 1__I I._._I. L` I_ l I (--I I I:: 1_ I :I..: I I.. I... I I:1.T E. I I I I I I l i l 1 1 1 1 1 1 T l l l I I C11" !.. :. :. ..: : ...; ." : . ,. _1....-1 =- ._.... .: ._:.. .. 1._t..... ._...i... I I I 1 f I 1 1 I I I I I I I' Il I- 1i 11_II 11 1 1 1 1 I i n u * - - - �.__L. 1i - - - - -- I 1 I I I I I I I -I 1 .1. ..._. _._._---- -_ I t 11- -. .1 i i..-_1- ._ I I 1 1 1 c I i - - - - _ EL. +24-65/8 [+1911-5/8 I.._L_. 1__I__.I_.1. L.. 1_..1 . L. 1 I I__. .L...L. .1 L. 1 .. L._.L_ ].. .I ..I . I .1 1 L _I-_ l L. L.. I I. 1 . 1 L. I ._I_ I_ .I. .I .I__..r._.I. I ' I::f` I ::I._ I ..1 I L_I .I....L...I. L.I I I_ L._ I ..L. I I 1 .. I I 1 '�. i I � � - _ ] 1_ 1.._.r -i_..1. T i. .1..-I -I- -l.. 1 I. 1.. 1 1. I ..I 1 1 I (. I__I I I I i I I__I_-_) III ! f I i l I ! . I I I. T.O. PLYWOOD SUBFLOOR _I__. I Ia:_ STEEL CABLE T C I` I r 1 l GUARDRAIL SYSTEM STEEL CABLE ) .1 f ( T T i l I 1 l 1 l l L .1.. I i 1.: l r. i i. /moiI_..L 1 l._ 1 1 1 1 1 l.. . 02 I I;. .l I._I I, 1....1 :. 01 01 1. I . I i I _1 _ I 1 _11 Il 1 .I, I [ 1 li.::11 03 03 02 S.S.AIRCRAFT CABLE GUARDRAIL SYSTEM .. I I I.. I _ WITH S.S. HANDRAIL S.S.AIRCRAFT CABLE �- 11 1 i 1 r- i: I [. 1. 1 1 1 1 1 1:: 11 L. i ( i.:i_ T 36" i� .:I I I _L I1 I I 1 __I.. A WITH S.S. HANDRAIL 1 1 1. L 1 I 1 I 1 I00 AT 36" I. I I I. .I: I I..I: i I ,I` 1{ 1. .1:. 1 I 1 L 7._1 I 1 1 1 i 1 I 1 I 1 1 1 1 I f .l I_._.I_.. 1 l i I 1 i l J.....1 1 .I _1 1. 1. - -- - ,.. . _rl:l J I 1 .l I I I l i 11 11 1�.. - I - - --- - - - - 411 _.. -___. . EL +15' 5 1/4" [+9' 11 1/ _1_ � _ ... ..1' l:: 1__.1 J_...L... 1 . I I I.� 1 _l L.. ! , � � , �._ __1 _,_ I 1 1 l 1 STI-`TT- - _ - 1 .l I` 1' 1 1 I' 1 1' I I l , i I 1 1 WT-4 1 1 1 1 1 1 1 1` 1 1 1 1 1 1 ( I' i L 1 I I' T.O. PLYWOOD SUBFLOOR 1L J 1 L } !_ L 1 1 1 �_ 1 1 -I 7 7 .L.. I, L _I - _T.T7 I_....I. I 1 ..:T, [ .T.-_T i .\J I��...I _.I _T, I,...r .-T - ------- -- -6 STEEL CABLE UNDERSIDE UCTUREqP CONCRETE PIERS GUARDRAIL SYSTEM S.S.AIRCRAFT CABLE CONCRETESEE STRUCT - - - - SEE STRUCT - WITH S.S. HANDRAIL - - - - - - - - - - - - - - - - - - - EL: +10'-0" [4'-6"]* NYS DEC/FEMA POINT OF LOWEST HORIZONTAL STRUCTURE ' EL. +8'-0" [2'-6"]* Ak FEMA BASE FLOOD ELEVATION: N.A.V.D 1988 DATUM EL: +5'-6" [0►'-0"]* ! GRADE: N.A.V.D 1988 ELEVATION DATUM (SEE SURVEY) i I ! I I I I I I I I I I I - - - -i- - - - - - - - -i- - - �- r- - - - - - - - - - - - - - - - - - - - EL: +0'-0" [-5'-6"]* project - - - - - - - - -r - - - - - � - - - - - - - - - - � - - - - - - - - - - - r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T SEA LEVEL:04 EAST ELEVATION SOUTH ELEVATION DECROISSET HOUSE 20 THIRD STREET NEW SUFFOLK, NY x6 xE D C g � 11956 '-3" 12'-10" 12'-10" 12'-10" 6'-9" 61-111 12'-2" 12'-2" 3._2.1 - -------- EL. +391-101/411 [+34-4 1/4111* --- -- -- - _ - - -- TOP OF SKYLIGHT VENT II L1 I I I SKYLIGHT It1I11' I It111I_I111�11,11Ip I1 .].1..,111 I1_- '-I:_ VENT I I III 1 I ( ! [ t.l 11'1 lr,l'' 1,1 d1 � 1 I I I I I I. I-I 1. 1 1 1 1 1 1 l .I... I l 1,. l i l fi l ..1. 11 I I I I I Ill I I I I 1 1 1 1 1 1 1 1 1 1 1 1 IJ_ l 1 l l 1 L I111i If i t 1 T IiII1 11 1 I ..1 I I I. 1 I. I I i 1 I I_ I I 1 I I I I I I ! (I 111.- 1 _1 1 1 `11 i ` 1.. i 1 r 1 1 1` I I`1.. I I.- f 1 : l 1. :I I I.. I I I I I . I I 1 i_ I I .I. 11 1. it .II :11.11 It .l Ii Il i_fl i 1 1 _ i T.1 1 ( 1 I L 1_.. L I, .l.t It 1 .1 11 i i 1 I I I 1 i 1 I i i I I i 1 I [ 1.1 1 I I t I [III. 1.rL. 1`l 1 1 1 1 1 1 1 1 1 1. 1`.1` r 1 . 1 i 1 ( I [ I I I I .I. I ( I 11 - I 11 ]_ I C. C__ 1 1 I_1 I._.l T 11' 1 1 1 1 1 1 1 1 L` 1 '1 T I 1 i ( i 1 I 1 r 1 1 1 11 iI I 1: 1 J . 1 l 111 I L I 11...1 :1 1 1 1 1 111Li iI 1 1 L 1 1. I I I I I I i I I I I I I LEI L I LL.._.11 1..... 1. .. I I I I 1 I ` 1 1 1.: 1 l I_.._1. 1 1 1 _II [I 1-1.._.1 r. I T- I. t i .i- CHIMNEY 1 i. I_ .I.: 1 I_ 1 1 11 1 ._1 1 1 _L i_ L I I I I- _I I I . 11 11 1.. .[ 1 ! , 1 1 1 1 1 1 1 1 1 1 I I I I I I I I 1__1 if 1 11 1 i ] i issue/revisions 1 I-.l 1 I I I I 1 1 1 __l. 1. 1 _1 r I..-1 i I___i I Tr... , 11 l l i l C_..I_ i . 11 ..a .I1. ( 11.. L1.111 11. 11' Il 11- Il'_tl. 1..1_..1.1 1 1,.. I,.. 1 J- - 1 _L._. .._. ..... . .. 1 11 1 i i. i 1 1 _.l . l l 1 I 1 r _r i 1 (_.I .C....I_ 1_ I I ] ._1._1 ( I .I 1. I 13 ( I I I I L. ( L..1 ..I I..I.. I I _i .l -] 1_ I I _T 1-..1. .l:_ r I I_ I :I l. I _1. 1:...:I .I I I. I_ I___]_..._. 1 1,.._l, r 1 I 1 l:_1 t 11111 LI i;_.( _I 1 .( l_ ll. 11_-1 -1_.._.;- I ! ! I I l I I .I _L. _.I I. .I- I .i l I . ll_l 1 1- I0411]] l I, 1 .. ,. l._1. 1 1 1 1,...I-_i... i l. .l _ ]..:I .1 1 � 1 _ 1I1f-Il" 1.11 [ 1 [_1 1 . 1 .1-:1.1I�rr. r : i_` i LSI`[ �41_ li: I:I-JL. 1L[_ 1�r` i�:I_ T. I .1_.1.. 1 . 1 ' 1 _l 1 I I ,I 1 1 1 1 1 1 1 1 l 1 III_ I_ _ _ i i i ' I i_r I IL.._I. I I I _I 23 DEC 2014 T .. _7. Z, . 7 1 .7, 1, 1 ...1.....11 1r I....1.. �J.._.L_. ... .... IT .>;.....I_ I. r..�.....1 .LI, _l 1;.1.1__1; I 1 I - 1....1 .I l...l .l, 1. r PROGRESS SET LI 1 111, fl 1( 11 l l 11 1� Il I- ! I 1- I __l_-._.l LI Ll. ` 1 ! �A t - �_ 1_ I_ I_�1_�_ L_L • � i i i i l l l � 1 I 1 1 1 -I- � - - L, i .I . I � I l t l l I I I I i � l 1 I I ..I I, l T _.I T1 1-1�T_._l__1_....1.._.T Z .I':iT .1 1 1...T 1...1_ 1 .I ..T. I .t I- i 17 f-ITT-T 1. 1.1.....1 I._:T_ i 7 .I. I. T I�_1......:1_ T -1: f l .. I I I 1 1 1 I I I I . I 1 l l I l I LJ 1.1.1 I.I f 1 T T.f (..1. L( i i L.I.:1.1.. _-_.._ _._ - ! I 1 _1 1 L.1__I- I _ I_ _ 11 _ � � 1 I ! ! 1 I 100%CD 07 JAN 2015 I i l l l I l 1 i l I I_ l_. L 1: ( : 1 .i._ C. ( 1 i i I I L_1_r 1 1__1-- _L 1 1 I 1. L, 1 I_ 1 l 1 - - - ------ _- - - l , I 1 I I L l I I I` C. I l . 24'-6 5/8" 19'- /81]]* PROGRESS SET _J .._1 ... - + [+ �1I ,I i l _1_ .... L L_ _1 L1 ..I,_ I_. .T,T 1 ..i......L- 1 .....1 1. l,._T BUILDING PERMIT SET 12 JAN 2015 I I I I l I l r 11 11 _ 1 1 1 1 1 1 � TO PL 11 /� /• _7._- � 1NT-1 IiII,IIIIII ll1-111111. l Ili i,' I I I I 1 _ _ L -1- I 1 1- t �L�I � L 1.J 0 1 T I 1 l 1 L1 _ __ITyTLT 1-I,.. 11 L .1. I 1..1 _l ( I_ I I _r r t PERMIT REVISION 26 JAN 2015 / 1 -1 LT..1 ._L. i 1 I ! ( I � _ 11 ! 1 1 1 1 1. 1111 11 I 1 1 � II I _I i i i I I 1 L ! I, I,i , .... i,T-.L. L; I I Ill 111 Ill ' 1 ! i 11 I't11t.aI1 IIi.IIf.�11_Il .11_.1( .li tI. IT.Ii t! Il . _.. `07 - 06 O 04 IIII IIiII 1 Il I II 111'1 4 -l1I 05 t I.. I i\ T7 . .. � 1 L.1 111____ r L _L_1_ 1 C. - STEEL CABLE STEEL CABLE 08 1 1:(_i i i I I. T_ r__1T.. �. TLI I TLC I,.. r.T.TLTLr 1 ._I.._r..I I 1 I % GUARDRAIL SYSTEM GUARDRAIL SYSTEM 1 I III [ I 1 1., 1 L:1 I I 1 1 11 i�I7 � �1_ I S.S.AIRCRAFT CABLE S.S.AIRCRAFT CABLE I - _ I I I i I 1 I J1 I! 1 1 1:1. _ J I' 1 1. 1 11 1, 1111 11 III I1 I l_I I i II I,1 Il II ItIIf 11 11 !1 l . I. 1 1__1_... 1 L.L.. .1_ ! ..l 1 r ( 1. C . I T,. T 1 _ L, 11T. Il.. [._T T r _L.. 1 I _ 1. S.S. ANDRAIL WITH S S HANDRAIL - - I I 1 : 1.T 1 I 1 I T.1 11 1 L 1.[..111 1..1. I_l.l I I.I 1 I r 1 l - 11 1 1 I 1 l ! l . I. I i 1L 1 1 f I �__i i �i 1__I L ii 1 \ 1 L: I i 1- I _I_ _I_: l- l_�_Z_ .__ ._..__. _..I_-_ ...` .-_f AT 36" AT 36" --- ---- ,1 . 1 I I I 1 1.1....1. .1 T_ r .I,__I _..I,..l l.. 1.. . 1 / -._ .T. I,.I .!. T T; 1, . 1 .1 I_. - -- I I ! I I 1 I I �I I L. I 1 1 _I... T _._.. ._.. --_-- _ I- I_ I l ,I 1 li l 1.I -- - -- - - ! 1 I 1U I I 1 II I I1 I[_ I1. 11..t11 l(I i( i il., jl it 1 11 i - r _ 1 i _17- 1-1-7-_ - I it V I I I 1 1 1 1 1 '1 1 I I " _ _ i 1 r t I 1 t 1 i ! i -I;-I - ! -t t-1-1-I t. t r r L r L t_ r. I. 1 LT1.1 ( � - - - --- - - -- EL. +15-5 1/4" [+9'-11 1/4 ]* 1�i_T I L I 1 7 IST -.. _ I L%T......- T i. I_..... . - I I__I i 1 1 1 L_.J L I _I_ i I 1 1 1 L_I_ i I_ .I. _ I 1_ L _1_ r__, i r I I _I L 1.1111 Z rte - I i I i I I f 1 111 l i .I ! I,I ! I I i I 1 1. I IIII 1 1 I ! I 1 1. l._' 1 i .J_I C� 1.: 1 i 1 1 i::I T.O. PLYWOOD Ir _l.;_.... ._1 �_. 1-.....1 1 ...-r ..L_I._.1. r _T. .'I FY T i. _I�l� ..i... 1.......1. T._I.T.I,--_h_ r. .r I I. . Z.._...I__I _..L'..T, i 1.....1 1 r r.L..I_. - .l T 1 I ! ! I J I -I 1 L 1 I t I SUBFLOOR EL +13-16" [8-0 � 11 .l, l .1 .�. I. I. II. li i ��]* UNDER CONDENSER.WALL SIDE STRUCTURE MOUNTED ABOVE FEMA FLOOD LINE. CONCRETE C TE PIERS - - CONCRETE PIERS - - EL: +10'-0" ' " MECHANICAL I sEE STRUCT - - - - - T - - - - - T - - - - - - - - - - - - - - - - �J T - �-SEE sTRucT - - - - - I- NYS DEC/FEMA POINT OF LOWEST HORIZONTAL STRUCTURE -j CHASE ! - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - EL: +8'-0" [2'-6"]* scale FEMA BASE FLOOD ELEVATION: N.A.V.D 1988 DATUM 114' = 1 -9 * drawing title -- - _ EL: +5-6 [0'-10`1* EXTERIOR ELEVATIONS GRADE: N.A.V.D 1988 ELEVATION DATUM SEE SURVE ! i drawing number I I - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - SEA +0'-0" [-5'-6 ]* WEST ELEVATION NORTH ELEVATION DATUM SCALE: 1/4"= 1'-0" NOTE � B A3.1 C D xE � B A3 1 c D xE * ELEVATION HEIGHT IN RELATION TO GRADE 3'-2" 12'-2" 12'-2" 61-111 31-211 121-211 121-211 61-111 EL: +39'-101/4" [+34'-41/4"]* w \ TOP OF SKYLIGHT o z co ooh w >- � u_ / - - Z � � g `ULU oMco J I- I OT T U) ZNN �� A \ \ STORAGE 02 01 02 i 10 A4.3 \ A4.3 % a 01 A4.2 A4.2 I 1 - -I - - I, - - -- - — - - ---- - I- ----- - --- ---- - --- - EL: +24'- 65/,8" [+19' 5/81*- T.O. PLYWOOD SUBFLO -0-- =- SPRAY-IN INSULATION x1 2 R-VALUEA4 x6 CEDAR SHINGLES NOTE Wf-4 *ELEVATION HEIGHT IN RELATION TO GRADE 1/4"VENTILATED UNDERLAYMENT MAT w W TW fr_ LU A- 301b ROOFING FELT o O ` 3/4"PLYWOOD SHEATHING >- a- LL - - CEDAR SHINGLES _ - _ - - I_. � ,' , - - I - w ZY WT-4 of LVL Q Q M rn ` tLun0r- r- SEE STRUCTURAL DWGS - M M 1/4"VENTILATED UNDERLAYMENT MAT )i _ - �; �-1- �+: _ UJ > cY) r) WB-1 STORAGE - - _ 1 I i rn � w T T Z N N 301b ROOFING FELT SPRAY-IN I SULATION R-VALUE= 4 3/4"PLYWOOD SHEATHING ;- , SILL PLAT ---- �- y/ 1/2"REVEAL WOOD FLOORING 02 WD-1 / 3/4"PLYWOOD SUBFLOOR i A7.0 SOUND ATTENUATION BATT � _ �-�; 1 I 'I %, ' ♦ _ � � ` � -------� _ � INSULATION.SEE SCHEDULE. 5 - 24'-6 5/8" 19'-5/8" T.O.PLYWOOD SUBFLOOR ' —- _ --_-` -=- T -_ - __— �- - - 1 II --- - ---- - --- - - - - - --� - - - - --- - - - -- - EL: +24-65/8 19-5/8 i T.O.STEEL s. - - I CH ICAGO'SPAN FAST' I SOFFIT HANGERS / + I - 23'-6 5/8" [18'-5/8"1* - - - - -� B.O. FLOOR FRAMING WB-1 - - - - I - _ - - _ - - - - \ _, it r-- —j - - - - -- - - -- y B.O.FINISH CEILING WB-1 ROLLER SHADE CEDAR SHINGLES RECESSED LIGHT FIXTURE O WT-4 WB-1 POST BEYOND 3/4"PLYWOOD SHEATHING AIR BARRIER VAPOR BARRIER FURRING j PLYWOOD SHEATHING ! WOOD jWT-6 BATT INSULATION R VALUE=13 CURTAIN WALL SYSTEM WT-1 •„ ----- ----- -- - ----- - ------ - -- -- _ _=71p— EL: +18'-4" 12'-'10" - - ------------------ - - -— —----- --- - --- -- -- - T.O GUARDRAIL EXTERIOR MASTER BEDROOM GREAT ROOM U0 EXTERIOR DECK I v SS HANDRAIL SS POSTS CEDAR SHINGLES _4 POST BEYOND SS AIRCRAFT CABLE AIR BARRIER I WOOD FLOORING ' DECROISSET project WD-1 03 HOUSE PLYWOOD SHEATHING WB 1 A6.5 1/2"REVEAL 3/4"PLYWOOD SUBFLOOR _= ----_--_ - ____ -_----_- --- _ __ - 20 THIRD STREET WOOD DECKING - — BATT INSULATION NEW SUFFOLK, NY II WOOD FLOORING /♦ �� _7 R-VALUE: 13 WD 1 SPRAY-IN INSULATION -- -----_-___ 11956 _ R-VALUE=51 GRABBER DECK MASTER CONCEALED SILL PLATE 3/4"PLYWOOD SUBFLOOR � � FASTENING SYSTEM SEE STRUCT DWGS � --� EL: 15'-6" [10'-0"1* -- - - -- - � -- - ---- -- F.F. __ - - - -- -- --- -- - - --- - -- - EL: 15'-514" 9'-1114" * --\ - - --N - — - - - -- --- - -- - - - - --- - - - - - - - - - -- - - -- - - - - - - - - -- - - - - --- - -- EL: +16-611 10-0 111 Ak\ / / �I \/\/� \�\ ✓/ \i'\ '/ }' - - - - - T.O.PLYWOOD SUBFLOOR i , , - - -- - -- - - - F•F. is /\ k y! \\,�� / / \,� i` \i /'• �: ..\ X /T '� __ _ _ __ _ - - __ _ F_'—_ _____ C�- - ��- - _.__" - i,_ r� _ _ _ _ _ I u i " o o EL: +15-5 1/4 9 11 1//4 o 0 0 _o� o 0 o a o 0 o a SPRAY-ININSULATION -I �`; 103 IIS T.O. PLYWOOD SUBFLOOR R-VALUE-51 �.'< / //i.�,;., `: '/\, `\ �'C`�' \�' \i�•`'�\ �,.�� /\ �' :F \ ��,/'` / �%\ kJ ` I III I' I " I " RIM BOARD `; /` '\ /" r ;; \'/�, k ``' ''' I' ♦' I' EL: +15- 9-10 I>' T.O. DECK HANGER.SEE STRUCT DWGS I i% �' \, CEDAR SHINGLES -� EL: 14-5 1/2 f8-11 1/21 ` - - - - - - - - - -- -T.O.STEEL - -- I - - ..I WT-4 - -- - - - - LVL il, - - - -- - - -- - - — - EL:+ 14'-5 1/2" 8'-11 1/121 SEE STRUCT DWGS I I I I % f 7- `- RIM JOIST T.O.STIEEL RIM BOARD , _ - -- - r FRAMING issue/revisions METAL FLASHING - I� * I - �.-=_`- _-" SEE STRUCT DWGS EL: 13-7 3/4 8-1 3/4 �I', �� = - - MTLO _ �_ T.O.CONCRETE PIER WOOD CLADDING -- -- - - - - - - - - - - - I' I Ili - -- EL:+ 13-73/4" 8'-13/'4" * SEL: +13'-6" f8'-0"1* >_ -� = j -- - - - - - ,_ - - - --- - - -- - - - - -- - - - - - - - - - --- - - --- - - - - -- - - - - - - T.O.CONCRETE PIER 00%CD 23 DEC 2014 1 --�=- -_ = _� t_ PROGRESS SET -"-- - --- - - ---- - --- -- - 1 " IRANDMOISTUREBARRIER ---- - -- - - -- - --- _ - - - ---- - - - - - -- - - -- - - --- - - --- - - ---- _ _ - - EL:+13-6 [81-10111* OL B.O.FINISHED CEILING BUG SCREEN WOOD CLADDING B.O. FINISHED CEILIING 100% CD 07 JAN 2015 SS FLASHING PROGRESS SET -6 MTL02 BUILDING PERMIT SET 12 JAN 2015 CONCRETE PIER BEYOND AIR AND MOISTURE BARRIER EE STRUCT DWGS CONCRETE PIER BEYOND PERMIT REVISION 26 JAN 2015 GRADE: N•AV.D 1988 DATUM :, . . ,.. , 0 lIll* OIL 0 N...... .. ... ........., GRAD . .. ... .. .... , 0 DAT . . EE , . SURVEY) M S , , , , ,.., .. •r . f , ' ,. ,•',. :. . . ..... . ..... ... 1. ': , , , v• • G.. 4 .. a .._ • ... ....v ... >.. 1 ... .... .. :.. . ._ .. . .. ,.. .. . ... .. ., .. . . . , _ FINISH GRADE ISH GRADE FIN GRAD BEAM CONCRETE E ' • • ` SEE STRUCT DWGS p p CONCRETE GRADE BEAM TIMBER PILE p' ( SEE STRUCT DWGS I I I ( - I � l IIS SEE STRUCT DWGS _ p p 4 TIMBER PILE d Op O O p SEE STRUCT DWGS a a _ scale I O O a 0 a — a O 0 0 — <1 AS NOTED p r — — — — — — _ I a 41. Q — drawing title �l4 a p I I a WALL SECTIONS � I drawing number WALL SECTION @NORTH WALL WALL SECTION SOUTH D 02 @ ECK SCALE: 11/2"= 1'-0" O SCALE: 1 F- NOTE w N w Cr z * ELEVATION HEIGHT IN RELATION TO a xAD GRADE B w } CL xE z 't Y .3 Q < it gW >- � co Ch CO UJ ;/' ✓ Cn Z N N ud y y' CEDAR SHINGLES EXTERIOR j" WT-4 1/4"VENTILATED UNDERLAYMENT MAT CEDAR SHINGLES T _ -{-t- I 301b ROOFING FELT WT-4 y STORAGE 3/4"PLYWOOD SHEATHING 1/4"VENTILATED UNDERLAYMENT MAT y _a---.--1 - - SPRAY-IN INSULATION -- R-VALUE:44 301b ROOFING FELT SPRAY-IN NSULATION - _ _I -- .,' R-VALUE 44 3/4"PLYWOOD SHEATHING ♦ - - L �' _ -I _ _-j j 1/2"REVEAL 02 WOOD F ORING _. 3/4"PLYWOOD SUBFLOOR � - * 24-6 5/8 19-5/8 _rl f 1 1 T.O. PLYWOOD SUBFLOOR I -- --- - - — I - - I ♦ FURRING 1 )( ( - - - - - -- -O - -- --- - - - - ---- - - - ---- - - -- - - - - - -- -- - - EL: +24'-65/8" 19'-5/8"T.O. FASCIA -- WB-1 _ J� 23-6 5/8" [18'-5/8"]* I \ I 1 0300 - B.O. FLOOR FRAMING -- - - - - - - -- - - I -- - - - - - -- - - - - - -_ - -- -- r . _ ____ > a_ -- - - -- - - ---- - --- -- -- - - - - -- - ---- EL: +23'-6" 18'-0" - - - -- - ---- - - -- -- - - - - -- - - - B.O. FINISH CEILING WD-3 05 U0 ' A6.5 project DECROISSET HOUSE I 20 THIRD STREET NEW SUFFOLK, NY 11956 --- - ---- - - -- -- - - - - -- - ---- - --- - - EL: +18'-4" 12'-10" * OIL T.O GUARDRAIL, EXTERIOR KITCHEN I MUDROOM EXTERIOR SS HANDRAIL MTL01 SS POSTS MTL01 o I SS AIRCRAFT CABLE l Cl, issue/revisions I WOOD FLOORING 03 100%CD 23 DEC 2014 1 p WOOD FLOORING WD-1 A6.5 PROGRESS SET A6.4 WD-1 3/4"PLYWOOD SUBFLOOR 3/4 PLYWOOD SUBFLOOR 100% CD 07 JAN 2015 .� SPRAY-IN INSULATION SPRAY-IN INSULATION I W--7 PROGRESS SET EL: 15'-6" [101-0111* I R-VALUE=24 R-VALUE=24 �I Y F.F. __ _ _ _ _ I BUILDING PERMIT SET 12 JAN 2015 -- _- - - - - - - -- - - - - -- - - - - - - -- - - - - - +15'6" 1010 EL: 15'-51/4" 9'-111/4" * x, ,. ,>� >; u \ / r_ _ -- - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - T.O. PLYWOOD SUBFLOOR I i� \ ; , -- — - - - F.F. PERMIT REVISION 26 JAN 2015 ♦ �' �' ,� �� '�/`} ,. / }r jt ;< �, Y u \ \ �> \ ,\/ �'I ♦�� - - -- - - -- - EL: +151-51/411 9'-11 1/4" .��j PLYWOOD SUBFLO R T.O. PLYW Q i k } E u�., \ i X x �, L: +15-4 9-10111 j, CEDARSHINGLES /'�, WT 4 �,.\� }` \X �\ Y/ �\;'\u/,� \ �l\` NI I '' WT-4 T.O.DECK /`� ,'C �\ �\ \' •Y\, k' ,�i� X \l: ,�'//^ /1'Y�' � 'A RIM BOARDS . EL: 14-5 1/2 [8-11 1/2] - _ SEE STRUCT DWGS I T.O.STEEL - - - - - ---- - - - - ---- - ------ - -- -- - - — - - - - - -- EL:+ 14'-5 1/2" 8'-11 1/2"1 AIR I T.O.STEEL PLYWOOD SHEATHING STEEL BEYOND I I SEE STRUCT DWGS TL: 13'-73/4" 8'-1 3/4"]* MTLO _ - - - - - - - - -_ - _ � I EL:+ 13'-73/4" -13/4"1 f8' * .O.CONCRETE - — T.O. CONCRETE PIER EL: +13'-6" [81-0111* R METAL FLASHING— � � — ---- ---- ----- - - - — -- - -- - - -- - - -- - - - - B.O. FINISHED CEILING AIR BARRIER B.O. FINISHED CEILING STEEL BEAM SEE STRUCT DWGS FLASHING scale AIR BARRIER MTL02 3/4"PLYWOOD WOOD CLADDING CONCRETE PIER BEYOND I WOOD CLADDING rWf-6 AS NOTED TV -6 CONCRETE PIER BEYOND drawing title WALL SECTIONS 02 WALL SECTION @ WEST WALL WALL SECTION @ EAST WALL drawing number SCALE: 1 1/2"= V-0" 01 SCALE: 1 1/2"= 1'-0" H NOTE Lu N w xA g * ELEVATION HEIGHT IN RELATION TO w } O D GRADE IL w z � r- xE QQIrrnrn � w >- COCO co co MF= � _NN Cn Z N N !y/ Y� EXTERIOR \ ,. / CEDAR SHINGLE CEDAR SHINGLES v x' WT-4 WT-4 N' 1/4"VENTILATED UNDERLAYMENT MAT 1/4"VENTILATED UNDERLAYMENT MA1r j 301b ROOFING FELT 301b ROOFING FELT 3/4"PLYWOOD SHEATHING e; 3/4"PLYWOOD SHEATHING SPRAY-IN INSULATION R-VALUE=44 , 01 A7.1 SPRAY-IN INSULATION 02 R-VALUE=44 { — - - = WB-1 24'-6 5/8" 19'-5/8rr1 c T.O.FASCIA I l,l I 1- - I - - -- - -- -- ---- - - -- - - - - - - - - - - - -- - -- - - -- EL: +24'-65/8" 1`191-5/8111* I ' T.O. FASCIA I ' SPRAY-IN INSULATION PLYWOOD SHEATHING VAL R- UE:51 _,\j _- - I FURRING \ --- - --- - - - --- - - - - - - - --- -- ---- - - - -- - - - ____ _ _ _ EL: +23'-6" r181-0111* AIR BARRIER B.O. FINISH CEILINGUQ ` 3/4"PLYWOOD SHEATHING ✓ I \/ \, SPRAY-IN INSULATION �/ . R-VALUE=22 / /•, CEDAR SHINGLES �x WT-4 j� f project DECROISSET HOUSE 20 THIRD STREET NEW SUFFOLK, NY 11956 EXTERIOR f" GREAT ROOM a { GREAT ROOM =EXTERIOR EL: +18'-4" r12-10"J- OIL T.0 GUARDRAIL CEDAR SHINGLES i�}/`�' � I WT-4 3/4"PLYWOOD SHEATHING SS HANDRAIL l 'J'' AIR BARRIER x: NOTE D xE *ELEVATION HEIGHT IN RELATION TO GRADE F- ---- -- ---- - - - - --- -- - - - - - - - - - - _ _ ______ _- - - - --- - -- - - ----- - - - -- - EL: +32-75_/8" j2T-15/81 * OIL Wo T.O. CHIMNEY FLUE U) W j } Y CID 'lot QQo� rnrn W >- (y) co � C/) ZNN '\ W NN >, u , CEDAR SHINGLES %'� �' /K�/ WT-4 i / QJ 1/4"VENTILATED UNDERLAYMENT MAT ! >\ \� 10" CHIMNEY FLUE 30 lb ROOFING FELT y x STORM COLLAR �\ PLYWOOD SHEATHING / h.��, ��,X, MINERAL WOOL OR NONCOMBUSTIBLE y (\'\ �\ /\\ / FILLER \�x \tom;/�v/\ I 1/4 VENTILATED UNDERLAYMENT MAT I I ^'Y X �',% �'� CEDAR SHINGLES -->`/ / WB-1 02 I ,/�X,'•. T X; /\ LVL. \ '' / SEE TR 01 A7.1 \ S UC. DWGS VWB SPRAY-IN INSULATION LVL R-VALUE=44 SEE STRUCT. DWGS 24'-6 5/8" [19'-5/8"1* T.O. FASCIA I I SPRAY-IN INSULATION I I / R-VALUE=44 � MBUSTIBLE FILL OR MINERAL / { -- - -- - --- -- WOOL --- - - - - -- - - --- - - - --- - - - - - -- - -- - - -- - - - EL: +24'-65/8" 19'-5J8" * T.O. FASCIA 23-6" 18'- -- B.O. FINISHED CEILING i 16 A6.4 " MBUSTIBLE FILL OR MINERAL WOOL FRAMING IIj SEE STRUCT DWGS c GWB s. I EXTERIOR I II M project FACTORY INSTALLED ' _ III NON-COMBUSTIBLE BOARD I Ili CEDARSHINGLESDECROISSET HOUSE T7771 WT-4 l\ AIR BARRIER 20 THIRD STREET o O I� NEW SUFFOLK, NY 3/4"PLYWOOD SHEATHING 11956 I SPRAY-IN INSULATION \ II' R-VALUE=22 I I f \ I'I III EXTERIOR ° GR�RO - - - -- - - -- - - - - - -- --- - - - - -- - - EL: +18'-411 12'-10" * gk T.0 GUARDRAIL SS HANDRAIL issue/revisions •' MTL01 SS POSTS MTL01 100%CD 23 DEC 2014 SS AIRCRAFT CABLE PROGRESS SET f 0 ST I ' 100%CD 07 JAN 2015 STEEL ANGLE PROGRESS SET NON-COMBUSTIBLE O O' , 12 BUILDING PERMIT SET 12 JAN 2015 CEMENTITIOUS BOARD A6.4 -, PERMIT REVISION 26 JAN 2015 - - ♦ WB-1 / ♦ 1/2"REVEAL \ l I WD-1 ,-L I 11 � I III* F.F.15-6 10-0 1 11 -'-- - -- -- - - - - -- - - - - -- - - EL. 15-51/4 91-111/411h \' \y.- \ ,- - -- -- -. - —_ ----- - - - - --- - - --- - - _ -- ;I - -- - - - - - - - - - -- - - - - -- - - - - -- - - ---- - - - - - - - -- EL: +15-61 X10'-OI T.O. PLYWOOD SUBFLOOR - — T - - -- - . -. -- . - -- - - - - _ - - - - -- - - - - -- - - --- - - - - --- SPRAY IN INSULATION ♦ C .�" , /\ < \ , �/ "<\� / /. ul F.F. i ; • ' / \ ,'C Y ?." \, i \. \ ,' \' /'\ . +15'- 41, 9'' 1/4, R-VALUE =24 �\ r .� \ �. ' `�, �. ' ./` / EL: 5 1/ 11 >/ \ / �j /\. \\ \, �/\ c\ I I I I T.O. PLYWOOD SUBFLOOR { / \' I I RIM \, BOARDS •\ `, � \,. i I l �i \ ,� r f' \,/ I I 1 1 EL: +15'-4" 9'-1011 SEE STRUCT DWGS ✓�; ` \ �. �. ` �\ �.. �' l /\ '•,\'' ` I /`\ ,� s" \ \<' \ \ �" \ '� ' T.O. DECK \, *\, CEDAR SHINGLES �! 'Jy '�,,�. \ 'x i` \ , EL: II 14-51/2" WT-4 1 / II ---I ---------- I ---- I T.O.STEEL i - - - - - — - -- ---- ----- - -_ PLYWOOD SHEATHING f I I' _ _ _ - EL:+ 14L51/21, 8'-11 1/2" T.O.STEEL I,I AIR BARRIER EL: 13-7 3/4" 8'-1 3/4111 * I' T.O.CONCRETE PIER I EL:+ 13-7 3/4" 8'-1 3/4" scale EL: +13'-6" f8'-0"1* - -- - - -- - - - - -- - -- -- - - -- -- -- -- - - - - -- - - - - -- r T.O.CONCRETEPIEIR B.O. FINISHED CEILING --- - -- - - _ EL:+13'-6" 8'-011 * AS NOTED WOOD CLADDING WOOD CLADDING B.O. FINISHED CEILING drawing title WT-6 WALL SECTIONS 02 WALL SECTION @ WEST WALL WALL SECTION @1 EAST WALL FIREPLACE SCALE: drawing number FRIDGE.SEE A6.0 10 /03- 09 BULKHEAD FOR EXHAUST A8.0 A8.0 A8.0 — _ +8'-0"A.F.F. 50 �\ j - - - -- - BO FINISH CLG � OPEN SHELVES w \ - / FAUCET. SEE FIXTURE LIJ O WD 4 FWD-4 FWD-4 pq WD-4 LU r w SCHEDULE o p OPEN TO / ' ; w z a LL 7 r GREAT ROOM - COUNTERTOP UJ - - - - - - - - - - - - - - - - - - - _ — \-- COUNTERTOP } ZCIO `to -- - - - - - - ----- -- - -- - - - - - - - - - - - - - - - - -- - - - - - - - ST-1 - - - -- - - - -- -- - -- - -- - -- - - - - - -- - A - + 1 � � Or� � H LLWAY ST 1 -- - -\- -- - — - - - -- - - - - - - - - 5- A.F.F. w >- C') M 03 04 02 ST-1 \ BO CABINETSg F= CO CO N N A8.0 A8.0 ,- CA z N N / A8.0 = 0) w r- .- /\ N WD'-4 WD-4 - -- - - - - -- - - - - -- -- - - - - -- -- - - - - - - - - - - - - - - - - - - \ _ ��H,� _, � OVEN SEE s - - - - - - -- - -- - - -- -- - -- - --- 6.0 ------ - - _ — — -- — — - -- - — -- +3'-0"A.F.F. -=--- --=-J WOOD KICK in ---- ", TO COUNTER \\ FWD-41i WD-4 DISHWASHER. SEE A6.0 i oOVEN WD-4 wD a ; DW WOOD KICK = L_ WD-4 I - - — — — — — — — -- — --- -- - -- — — — — — — — — — — — — — — — — — — - - l -------- -- -- L"_i \ I / i 3'-5" 2'-8 — — — — — — - -- +0'-0"A.F.F. 6 EO. - 1'-7" 2'-2" TO FINISH FLOOR KITCHEN - SOUTH ELEVATION KITCHEN - NORTH ELEVATION U(D 01 06 06 -- ----� A8.0 A8.0 A8.0 ———— WOOD CUBBIES -- -- -- - - � / WD-4 - - - WD-4 r � � BO FINISH CLG / COAT HOOK. SEE ' \ FIXTURE SCHEDULE WOOD DOIORU0 \ WD-4 ' GWB 1 � / \ / � WD-4 WOOD BENCH ` COUNTERTOP ------- -- WD 4 \\ ST-1 GWB1 \ 0 � \ GWB-1 / / WD-4 � WD-4 STAIR 05 04 / ___ ________\ / KITCHEN W/D / \ WD4 A 06 0 — — — — - - - - -- — - - - - - - - - - - - - - -1— — -- - — L ' — — — — — — — — — — —` — --- — -- --- ' -{----- -- -t- — — — — — — i _-_--------------------- +3'-0"A.F.F. ------------------ ------------------- TO COUNTER IRV UO PULL OUT DRAWERS ` WOOD KICK WD-4 - b FW—D-4 ,' ______`�__ ___,'______ ---- \� - - '----- ST-1 WD4 2 EQ. - — - - - - --- -- -- -- - -- - --- - -- - -- — -- +0'-0"A.F.F. REVEAL 2 EQ. I 2 EO REVEAL TO FINISH FLOOR 11 MUDROOM - WEST ELEVATION RRIDOR - EAST ELEVATION CORRID project SCALE: 1/2"= 1'-0" &_LSCALE: OR - WEST ELEVATION DECROISSET HOUSE SCALE: 20 THIRD STREET 05 06 SIM NEW SUFFOLK, NY A8.0 A8.0 11956 — --- ---- -- -- — — — +8'-0"A.F.F. Ak BO FINISH CLG \ qV- FIXED SHELF BEYOND 09 GWB-1 BED FRAME PROVIDED 1.0 ' BY OWNER 05 =__- o I WD-4 WD 4 / WD 4 °o issue/revisions 11-411 ------------------- --------------- ------------® - - ------------i- ® - - 100%CD I PROGRESS SET 23 DEC 2014 ELI - - -- 100%CD 07 JAN 2015 REVEAL REVEAL — — - -- ---- ---- +0'-0"A.F.F• PROGRESS SET GUEST BEDROOM - NORTH ELEVATION REVEAL 3EQ. - - -- - oFINISHFL66 GUEST BEDROOM - EAST ELEVATION GUEST BEDROOM - SOUTH ELEVATION BUILDING PERMIT SET 12 JAN 2015 05 GUEST BEDROOM - WEST ELEVATION SCALE: 06 SCALE: 1/2"= 1'-0" SCALE: 06 SIM 05 A8.0 A8.0 — - o Af?C%, �5 S�tK0 BO FINISH CLG / / — -- — — - - +8'-0"A.F.F. ��' x14259 O¢ qTF �y FIXED SHELVES BEYOND '/ OF AIS 08, , ' 06 GWB-1 i WD-4 WD 4 WD-4 \ O o BED FRAME \ r 00 PROVIDED BY OWNER =_'_____ ' \\ scale / \ I 1/2 - 1 0 11 I / \ I drawing title ---------------------------- ---------- INTERIOR ELEVATIONS -----------------= ® L =------ -----F ® \ - - - - - - - - - - - ---- ---- I I ® I REVEAL - drawing number REVEAL - -- -- — -- — -- I _ __ __ _ +0'-0"A.F.F. REVEAL TO FINISH FLOOR MASTER BEDROOM - NORTH ELEVATION MASTER BEDROOM - EAST ELEVATION REVEAL 04 SCALE: 1/2"= 1'-0" 03 MASTER BEDROOM - SOUTH ELEVATION 02 SCALE: 1/2"= V-0" 01 MASTER BEDROOM - WEST ELEVATION SCALE: 1/2" - - - - - - - - -- -_ - - - - - - - - - - - - - - - - - - - - - - - - - -_TLJ-U TO SKYLIGHT LU w C\1 Lu ozz C/) o T- w >- CL LL 1": Z W Q Q 0= Q) 0) tL � �. r r 1 GUARD RAIL AT 36" O g w } M C0 1 G-2 / 0) = � NN rU) ZNN GUARD RAIL AT 36" X12 OPEN TO - MEZZANINE - GWB-1 A 3 03 ` WALL MOUNTED HEAT SYSTEM A7.3 —\ SEE A6.0 EQPT SCHED — - - - - - - - - - - - - - - - -- - - -- -- - GAS FIREPLACE SEE A6.0 FOR APPLIANCE SCHEID TO GLASS RAIL STONE BENCH ST-1 GL-2 GWB-1 WD-4 UQ i: .. I I � -- -- -- -- -- TO FINISH FLOOR IV — — — — — — F) -- - \ BO FINISH CLG ------------ 01 OPEN TO BEYOND 01 GWB-1 GWB-1 \ ° �\ Z/MUDROOM 02 7 WD-4 F 01 - - --- --- - - - -- -+0'-0"A.F.F. project GREAT ROOM - EAST ELEVATION REVEAL _ TO FINISH FLOOR Q +23'-6"A.F.F. ST-1 FAUCET.SEE FIXTURE REVEAL DECROISSET HOUSE 08 -- -- -- - - - - - - - - - - - - - - - -- -- - -- - - - SCHEDULE SCALE: 1/2"= 1'-0" TO SKYLIGHT GREAT ROOM - NORTH ELEVATION 20 THIRD STREET 07 SCALE: NEW SUFFOLK, NY 11956 - +8'-0"A.F.F. -- - ! �- -- BO FINISH CLG GWB2 J 1 - - i i � �_ T -f1� i_ AR MTD @4'-9"AFF, - � COUNTERTOP +- 3'-3"AFF N ' - �1 \ FS-T-1-1 __ GB --- -r _ - zo _._ ___ _ issue/revisions DRAWER - -- - -- - - -- - — — — — — — �-- - +3'-0"A.F.F. , WD-4 0� _ - - _ _ - - - TO COUNTER 1 �r -- _ - 01 _Z. - \ - - - �- STONE TUB DECK 100%CD 23 DEC 2014 I -- GWB 2 03 PROGRESS SET A7.3 MIR 100%CD 07 JAN 2015 PROGRESS SET -- - -- - -- -- — --- ----- _ _ _ - - - +0'-0"A.F.F. BUILDING PERMIT SET 12 JAN 2015 REVEAL — — — — — — — FINISH FLOOR G. �TOOM - W. ELEVATIONOOM - N. ELEVATION GBATHROOM - E. ELEVATION 04 SCALE: - — --- — -- — — — — — — -- — — I— +9'-0"A.F.F. -- - - - - - - - - - - - - - - - --- - - - - - - - TO FINISH FLOOR 07 TILED ALCOVE �¢�p ARL, A8.0 TL 11 5 1K0 +8'-0"A.F.F. _ � N � -- - _ _ __ _ _ +8' "A F i\ EXHAUST DUCT -r.__ - l f- _ - _ BO FINISH CLG 05 BATHTUB.SEE A BO FINISH CLG � �__ � -- --- _- 1� A7.3 1 APPLIANCE SCH * , WOOD SHELVES - I�I- LIGHT �--- t t � � WD-5 ' I �� MIRROR FACE _� --------- -- ----- - -- - --------- X14259 OQ 1 CABINETS 08 I 9TFOF N - N GL-3 A7.3 TL-2 19 - -'_ GUEST BATHROOM - // 05 LIGHT / r _ - GWB-2 GL-3 OUTLET BEHIND �i 04- 07 I05 I ( -- COUNTERTOP I O GWB 1 ST-1 { -I FAUCET I I - 04 0 z _ ___ ==__=== _ - - - 04 N scale C 0 06 A51 - - - - - - - - - SINK _ - - - - - - - - - - - --- - - - - - - -- +3'-0"A.F.F. - Q `° 102 ^` ) I /211 m TO COUNTER - _ ._ -- - e - - - - -- -- -- - +3 0 A.F.F. -- l- =i - - -- - - --- j1 WD-4 _ TO COUNTER DRAWER T I I I drawing title t -- 01 \ WD-4 FWD-4 - I I INTERIOR ELEVATIONS r o � ---- ------------ ------ i WOOD KICK - ---- -- 0 I I WD-4 611 1'-10" 1'-11° 31.0" 21-101, drawing number - --- _ +0'-0"A.F.F. — - - +01-0"A.F.F. TO FINISH FLOOR MIRROR FAUCET COUNTER TOILET REVEAL TO FINISH FLOOR GL-3 ST 03 GREAT ROOM - WEST ELEVATION -GUEST-BATHROOM - OUTH ELEVATION C� OZ SCALE: 1/2"= 1'-0" 0 G U EST BATHROOM - FLOOR PLAN SCALE: 1/2"= 1'-0" F_ w C\1 Lu LU - -- - - - - - - -- - ---- -- - - - \ TO SKYLIGHT F_o O \ w Z DASHED LINE INDICATES OUTLINE OF \ � It LL un O t- P_ ROOF BEYOND , ' \\ Q Q Cc rn rn gw >- coCl) Cy) Z) w , ,-- .— U) zNN WALL MOUNTED HEAT/COOL //'777 SYSTEM SEE A6.0 EQPT SCHED GUARD RAIL AT 36" j -OPEN TO - - - � / GREAT ROOM7____ / BELOW �03 A7.3 \ GWB-1 08 O - - — — — — — — — — — — — — — - +3'-0"A.F.F. -- - - - - - --- - - - - - -- -- --- - - GL-21 , TO GUARDRAIL - - -- - --- - _ _ _ ------- --- -------- ----- REVEAL +0'-0"A.F.F.REVEAL TO FINISH FLOOR RECESSED HANDRAIL BEYOND STORAGE - SOUTH ELEVATION STORAGE - NORTH ELEVATION Im 07 06 . FIXED GLASS 07 PARTITION A8.0 T4411 _ � � {{I t I_�-- I _ -- - - - r - — — +8'-0"A.F.F. - -. 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NV A7.3 / 05 MASTER �ATI�IROOM�- WST ELEVATIO EN MASTER BATHROOM - NORTH ELEVATION MASTER BATIHROOM - EAST ELEVATI 03 MASTER BATHROOM - SOUTH ELEVATION issue revisions OZ 1/2"= 1'-0" N SCALE: 1/2"= V-0" 100%CD 23 DEC 2014 PROGRESS SET 100%CD 07 JAN 2015 08 PROGRESS SET A7.3 BUILDING PERMIT SET 12 JAN 2015 r 07 TL-2 \ / 04 \ TL-1 / MASTER BATHROOM \ / —� - -- - - - - - GLASS PARTITION �Q - - - C� ApC 0 I - - �04 05 A5.2 03. \\ / GL-1 SN�KQ TOILET 02 . 71 _ t1 01 59 42 y0 T _ F __ OF N� ` TILED ALCOVE f _ V-2" 2'-10" 3'-2" MIRROR FAUCET COUNTER scale GL-3 ST-1 1/2" drawing title MASTER BATHROOM - FLOOR PLAN INTERIOR ELEVATIONS 01 SCALE: 1/2"= V-0" drawing number WINDOW SCHEDULE DOOR SCHEDULE WINDOW ROOM NAME DESCRIPTION GLAZING F.O SIZES FRAME/HARDWARE DETAILS NOTES FRAME DETAILS REMARKS NO TYPE DOOR ROOM NAME DOOR HARDWARE DOOR HEIGHT WIDTH MANUFACTURER/MODEL NO. FINISH HEAD JAMB SILL NO. TYPE SET MATERIAL WIDTH HEIGHT THKS FINISH MAT HEAD JAMB SILL LU 01 ENTRY CURTAIN WALL G-1 8'-0" 7'-3 1/4" YKK/YHC 300 SSG ANODIZED ALUMINUM 2 DIVISIONS. w N w PART OF CURTAIN WALL SYSTEM. w 01 ENTRY A 3 G-1 3'-10" 8'-0" INCLUDES DOOR 01 YTD 350 T. INSECT SCREEN PER DOOR MANUF ~ o O X INSECT SCREEN PER DOOR MANUF. Ul^) Q VJ T C 4 G 1 4'-9" 8'-0" PART OF CURTAIN WALL SYSTEM. 02 GREAT ROOM CURTAIN WALL G-1 8'-0" 4'-8" YKK/YHC 300 SSG ANODIZED ALUMINUM L a- w 02 GREAT ROOM INSECT SCREEN PER DOOR MANUF. Z v � 9 PART OF CURTAIN WALL SYSTEM. 03 GREAT ROOM CURTAIN WALL G-1 8'-0" 28'-3 1/2" YKK/YHC 300 SSG ANODIZED ALUMINUM 6 DIVISIONS. Q Q ir rn rn G-1 4'-9" 8'-0" INCLUDES SLIDING DOOR 02 YTD-600-T AND SLIDING DOOR 03 w Lo p r � 03 GREAT ROOM C 4 INSECT SCREEN PER DOOR MANUF. YTD-600-T WITH SILICONS TO MATCH CURTAINWALL.. INSECT I w } m co 19 1 WD 3'-0" 8'-0" SCREEN PER DOOR MANUF rn w T T 04 GUEST BATHROOM B r cA Z N N 05 GUEST BEDROOM B 1 WD 3'-0" 8'-0" 04 GREAT ROOM CURTAIN WALL G-1 8'-0" 9'-5" YKK/YHC 300 SSG ANODIZED ALUMINUM 2 DIVISION. 06 MASTER BEDROOM B 1 WD 3-0" 8'-0" 05 KITCHEN CASEMENTWINDOW G-1 8'-0" T-1" YKK/YOW 225 TU ANODIZED ALUMINUM 07 MASTER BATHROOM B 1 WD 3'-0" 8'-0" 06 MASTER CASEMENTWINDOW G-1 8'-0" 1'-9" YKK/YOW 225 TU ANODIZED ALUMINUM 08 STORAGE B 2 WD 2'-8" 6'-8" BATHROOM tj B 5 GLASS 2'-2" 8'-0" LOW IRON,TEMPERED GLASS,GLAZIER TO ENG.THICKNESS 07 MASTER CASEMENT WINDOW G-1 8'-0" 3'-1" YKK/YOW 225 TU ANODIZED ALUMINUM 09 SHOWER SEE INTERIOR ELEVATIONS BEDROOM CLOS ALL CLOSET DOORS B 2 WD VARIES 8'-0" 08 MASTER VENTING WINDOW GA 8'-0" 1'-9" YKK/YOW 225 TU ANODIZED ALUMINUM DOOR HARDWARE SCHEDULE BEDROOM 09 GUEST VENTING WINDOW G-1 8'-0" 1'-9" YKK/YOW 225 TU ANODIZED ALUMINUM QUANTITY MANIUFACTURER SPECIFICATION # DESCRIPTION FINISH REMARKS BEDROOM SET # PER DOOR 10 GUEST CASEMENT WINDOW G-1 8'-0" 3'-1" YKK/YOW 225 TU ANODIZED ALUMINUM 1 - TYP. FRAMED INTERIOR 1 SET OMNIIA 12 US32D LATCHSET COMPLETE S.S. COORD, NUMBER BEDROOM DOOR 1 RAJACK T5/T5i TOP JAMB HINGE SATIN S.S. OF HINGES W/ 11 GUEST CASEMENT WINDOW G-1 5'-0" 1'-9" YKK/YOW 225 TU ANODIZED ALUMINUM 2 RAJACK D1 DOOR HINGE SATIN S.S. ARCHITECT BATHROOM 1 RAJACK B3/B3i BOTTOM JAMB HINGE SATIN S.S. 12 STORAGE SKYLIGHT 5'-0" 2'-0" WASCO/GSHR HURRICANE RESISTANT ANODIZED ALUMINUM SATIN CHR. *REQ'D FOR WCs 13 STORAGE SKYLIGHT 5'-0" 2'-0" WASCO/GSHR HURRICANE RESISTANT ANODIZED ALUMINUM 1* OMNIA 102 US26D THUMBTURN LOCKS @ BATH DOORS 14 STORAGE SKYLIGHT 6'-0" 8'-0" WASCO/PINNACLE HU ANODIZED ALUMINUM 2 - CLOSET DOORS 1 SET OMNIA 12 US32D LEVER DUMMY HANDLE (ONE SIDE ONLY) S.S. COORD. NUMBER NOTE: ALL WINDOWS AND EXTERIOR GLASS DOORS TESTED AND PROVEN TO WITHSTAND UP TO 40 PSF DESIGN PRESSURE [EQUIVALENT TO 125 MILE PER HOUR WIND] (TYPICAL) 1 RAJACK T1 TOP JAMB HINGE SATIN S.S. OF HINGES W/2 RAJACK D1 DOOR HINGE SATIN S.S. ARCHITECT 1 RAJACK B1 BOTTOM JAMB HINGE SATIN S.S. 1 HAGIER 1442 US26D ROLLER LATCH W/FULL LIP STRIKE SATIN CHROME 3 - TYP. EXTERIOR GLASS 1 SET OMNIA 12 US32D LEVER DUMMY HANDLES SATIN S/S COORD. LEVER INSULATION SCHEDULE DOOR 1 YKK INTEGRAL HINGES SATIN S/S AND LOCK SET UO WITH MANU. LOCATION SYSTEM INSULATION TYPE R-VALUE 1 TBD LOCKSET 4 - TYP. EXTERIOR GLASS 1 YKK INTEGRAL PULL SLIDING DOOR 1 TBD1 LOCKSET FIRST FLOOR AT EXTERIOR 6"SPRAY INSULATION CLOSED CELL SPRAY INSULATION W/CLASS III VAPOR BARRIER R-24 5 - GLASS SHOWER DOOR 1 SET LINNEA LP255-19B-A 24" BACK-TO-BACK SHOWER PULL SATIN S/S. SECOND FLOOR AT INTERIOR 6" ROCKWOOL SOUND ATTENUATION BLANKET CERTAINTEED-SAINT-GOBAIN THERMAFIBER SAFB OR EQUAL NA 2 CR LAURENCE SRCAR01 BN SENIOR CARDIFF SERIES HINGE BRUSHED NICKEL EXTERIOR WALLS 5.5"SPRAY INSULATION CLOSED CELL SPRAY INSULATION W/CLASS III VAPOR BARRIER R-22 NOTES: 1. LOCKSETS TO BE GC COORDINATED COORDINATED WITH OWNER AND VERIFIED W/ARCHITECT INTERIOR PARTITION WALLS (BEDROOMS) 3"ROCKWOOL SOUND ATTENUATION BLANKET CERTAINTEED-SAINT-GOBAIN THERMAFIBER SAFB OR EQUAL NA 2. PROVIDE DELTANA BDS450U2D DOOR STOPS IN BRUSHED CHROME WHERE REQ'D. GC TO COORDINATE LOCATION VIA WALK THROUGH WITH OWNER/ARCH 3 DEDUCT/ALTERNATE: PROVIDE PRICE TO USE SET OF IVES 3 KNUCKEL HINGES, 3CB1-SW-4.5X4.5-US32D IN STAINLESS STEEL FINISH IN LIEU OF RAJACKS HINGES SECOND FLOOR ROOF 11.25" SPRAY INSULATION CLOSED CELL SPRAY INSULATION W/CLASS III VAPOR BARRIER R-44 0 (FULL DEPTH OF ROOF JOISTS) ASSEMBLY PENETRATIONS SPRAY FOAM URETHANE INSULATION ALL CONSTRUCTION JOINTS WHERE STRUCTURE, MECHANICAL DUCTS/PIPING, NA SWITCHES & OUTLETS SWITCH LUTRON MAESTRO WITH DESIGNER SATIN FACEPLATE, SNOW MA-SERIES DIGITAL FADE DIMMER WHERE APPLICABLE- ELECTRICIAN TO ELECTRICAL WIRING,AND DOOR/WINDOW PENETRATIONS TO BE SEALED WITH SPRAY URETHANE INSULATION COORDINATE REQUIRED LOW VOLTAGE/LED LOCATIONS OUTLET LUTRON DESIGNER MATTE FACEPLATE, SATIN SNOW FINISH MUST BE TAMPER RESISTANT AS REQUIRED PER CODE 1. SPRAY INSULATION AT EXTERIOR ENVELOPE MUST HAVE CODE REQUIRED INTEGRAL VAPOR BARRIER AS SPECIFIED. IF SUBSTITUION FOR CLOSED CELL SPRAY INSULATION IS PROPOSED, ALTERNATE VAPOR BARRIER MUST BE PROPOSED AT ALL EXTERIOR WALLS AND ROOF. FULL DEPTH OF STRUCTURAL CAVITY MUST BE FILLED. ALL SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT AND OWNER. 2. ALL INSULATION MUST FIT TIGHT TO FRAMIING WITHOUT GAPS OR SAGGING. LIGHTING /ELECTRICAL FIXTURE SCHEDULE 3. PROVIDE SPRAY URETHANE INSULATION AROUND ALL VENT STACKS, PLUMBING RISERS, DUCTS AND ELECTRICAL WIRING PENETRATIONS AT FLOOR CEILING AND EXTERIOR WALLS. project 4, CONTRACTOR TO COORDINATE WITH LIGHITING PLAN TO MAINTAIN APPROPRIATE CLEARANCE FROM RECESSED LIGHTING REQUIRING SETBACK FROM INSULATION SYMBOL FIXTURE MANUFACTURER MODEL BULB SIZE/WATTAGE NOTES 5. CONTRACTOR TO ARRANGE ON SITE REVIEW WITH HOMEOWNER AT COMPLETION OF INSULATION INSTALLMENT ANT PRIOR TO INSTALLATIONOF ANY GYPSUM BOARD OR INTERIOR FINISH TRIM. DECROISSET HOUSE KA RECESSED CEILING LIGHT-EXTERIOR USA ILLUMINATION 7870-12-3251C-120V-9143B LED/MR16 LAMPS WET LOCATION-INSULATED CEILING 20 THIRD STREET (MOD FOR LED/MR16 LAMPS) APPLICATION DOOR TYPES NEW SUFFOLK, NY KB RECESSED CEILING LIGHT-INTERIOR USA ILLUMINATION 7849-10-325IC-120V LED/MR16 LAMPS INSULATED CEILING APPLICATION 06,07 11956 (MOD FOR LED/MR16 LAMPS) A 3 KC RECESSED CEILING LIGHT-EXTERIOR USA ILLUMINATION 7849-10-3251C-120V-91438 LED/MR16 LAMPS WET LOCATION-INSULATED CEILING (MOD FOR LED/MR16 LAMPS) APPLICATION KD EXTERIOR STEP LIGHT WINONA LED STEP 01 RECTANGLE WL LED-STEP01-RECT-S-001- INTEGRAL W/FIXTURE WET LOCATION N D 120V-PSS-W L-STD KE INTERIOR STEP LIGHT WINONA LED STEP 01 RECTANGLE LED-STEP01-RECT-S-001- INTEGRAL W/FIXTURE 09 13 A6.3 ND120V-PRM-X-STD KF CLOSET LIGHTS ACCESS LIGHTING-TOMTOM 2 LIGHT 20746GU-WH/FST 2 x 13W GU24 SELF BALLASTED 12" DIAMETER-GLASS DIFFUSER HARDWARE AS HARDWAREAS SCHEDULED i SCHEDULED KG LINEAR FLUORESCENT'COVE'LIGHT MECURY LIGHTING-MB SERIES MB SERIES-LINEAR-1 LAMP T5-OUTPUT/COLOR TEMP TBD VARY LENGTH ACCORDING TO PLAN KH PORCELAIN SOCKET LEVITON MEDIUM BASE INCAND.OUTLET BOX 9874 PORCELAIN ONE-PIECE KEYLESS TOP WIRED LAMPHOLDER-AT MECH. ROOM 0 0 KI EXHAUST FANS-BATH BROAN MODEL 671 -WHITE CONTRACTOR TO VERIFY ROOF PENETRATIO " M LOCATION WITH ARCHITECT SD SMOKE DETECTOR KIDDE FIREX AC WIRE-IN COMBINATION CARBON KN-COPE-121007624 TYPE A TYPE B TYPE C MONOXIDE&PHOTOELECTRIC SMOKE ALARM Z02,03 issue/revisions A .3 100%CD 23 DEC 2014 GLAZING ELEVATIONS SIM PROGRESS SET rob 05 16 100%CD 07 JAN 2015 A16.5 A6.5 A6.6.5 A6.4 PROGRESS SET T.O.WINDOW BUILDING PERMIT SET 12 JAN 2015 01A6.4 A6.4 A6.4 A6.4 J A6.4 A6.4 A6.4 A6.4 MIR 01 p1 02 03 02CK) 04 OIL +10'-0" B.O.WINDOW EQ EQ EQ EQ EQ EQ EQ EQ EQ lo 04 03 03 12 Sj. OF �4 A6.5 A6.5 A6.5 A6.4 '�l 14 1415 02 A6.4 A6.4 A6.4 A6 4 A6.4 A6.5 OIL +18'-0" __ +26'-6" T.O.WINDOW B.O.WINDOW scale 06 06 13 NTS A6.4 A6.4 A6.4 A6.4 A6.4 09 10 11, 12 drawing title aD 08 SCHEDULES +13'-2" 05 06 +22'-0" - -- -- -- - -- -- - ---- - B.O.WINDOW 19 OIL 11 drawing number +10'-0" --- ---- - -- - - - --- -- -- - - - - - - --- - --- -- --- - --- - -- - -- A6.4 B.O.WINDOW �10 10 10 '07 A6.4 A6.4 A6.4 A6.4 LLJ LU N W o O Cn/�/I/1� T ^ '1 W LL SAL APPLIANCE AND FIXTURE SCHEDULE MATERIAL. SCHEDULE: EXTERIOR Q a fr o) " `o0r- � ROOM # ROOM NAME DESCRIPTION BASIS OF DESIGN FINISH NOTES M m MANUFACTURER AND MODEL NUMBER MARK MATERIAL ELEMENT DESCRIPTION o 5 w TT 02 GREAT ROOM FREE STANDING FIREPLACE RAIS GABO WOOD T (n z N N WT-1 CURTAIN WALL SYSTEM CURTAIN WALL YKK/YCW 750 SSG CURTAINWALL. SYSTEM - STRUCTURALLY GLAZED 2 SIDES WITH FLUSH CAPTURE PLATES. FLUSH 03 KITCHEN REFRIGERATOR LIEBHERR HCB 1561 -- PROVIDE PANEL TO MATCH,SEE INTERIOR ELEVATIONS CAPTURE PLATE TO BE FINIISHED WITH ANODIZED ALUMINUM. EXTERIOR SILICON TO BE BLACK. INTERIOR SILICON AND UNDERMOUNT SINGLE SINK KOHLER UNDER-MOUNT KITCHEN SINK K-5285 STAINLESS STEEL NOTE: EXTERIOR TRANSITION SILICON TO MATCH ADJACENT FLASHING/ALUMINUM. ANODIZED ALUMINUM FINISH FOR ALL FAUCET GROHE MINTA TOUCH 31359 CHROME ALL GLASS MUST COMPLY MULLIONS. DISHWASHER MIEHLE G 5285 FUTURA CRYSTAL SERIES STAINLESS STEEL(INT) PROVIDE PANEL TO MATCH,SEE INTERIOR ELEVATIONS WITH 16CFR1201 AND THE GLAZING SOLARBAN 60 IGU W/STARPHIRE LOW IRON GLAZING (NOTE: IGU COMPOSITION TO BE ENGINEERED BY MANUFACTURER TO RANGE BERTAZZONI PROFESSIONAL SERIES 6 BURNER DUAL FUEL PR036 6 DFS X STAINLESS STEEL 20112 NY STATE RESIDENTIAL MEET LOCAL WIND LOADING REQUIREMENTS) HOOD BERTAZZONI DESIGN SERIES 36"HOOD KG36 CON X STAINLESS STEEL CODE ALL GLAZING VENT UNITS YKK/YOW 225 TU VENT UNIT. ANODIZED ALUMINUM FINISH TO MATCH CURTAIN WALL. GLAZED TO MATCH CURTAIN WALL SUBMITTALS INCLUDING 04 MASTER BATHROOM LAVATORY TOTO LT191G #01 UNDERCOUNTER LAVATORY WHITE ENS GINEERING MUST BE TERRACE DOORS YKK YTD-350-T TERRACE DOOR IN ANODIZED ALUMINUM. GLAZED TO MATCH CURTAIN WALL. SILICONS TO MATCH FAUCET DORNBRACHT TARA THREE HOLE LAV MIXER -20713892-060010 MATTE PLATINUM SUBMITTED FOR REVIEW. (AT ENTRY) CURTAINWALL. SEE HARDWARE SCHEDULE FOR PULLS AND LOCKSETS. FLOOR MTD TOILET TOTO MS854114E WHITE RAIN SHOWER HEAD DORNBRACHT-CEILING MOUNTED RAIN SHOWER 28589970-060010 MATT PLATINUM REQUIRES ROUGH ADAPTOR 35080970 SLIDING DOORS YKK YSD-600-T SLIDING DOOR IN OXXO CONFIGURATION (SEE ELEVATIONS). ANODIZED ALUMINUM TO MATCH CURTAIN WALL. SHOWER HEAD DORNBRACHT-SHOWER HEAD 28508979-06 MATT PLATINUM SILICONE TO MATCH CURTAINWALL. SEE HARDWARE SCHEDULE FOR PULLS AND LOCKSETS. HAND SHOWER HEAD DORNBRACHT-HAND HELD SHOWER HEAD 270803892-06 MATT PLATINUM REQUIRES ROUGH ADAPTOR 35080970 SHADING MANUAL DRAPER ROLLERSHADE (OR EQUIVALENT) AT SHADE POCKETS. SEE DETAIL DRAWING FOR CONFIGURATIONS. SHOWER MIXER DORNBRACHT-xTOOL THERMOSTAT 36 416 979-FF-06 MATT PLATINUM REQUIRES ROUGH 35547970 U0 VOLUME CONTROL VALVES DORNBRACHT-WALL VALVE VOLUME CONTROL 36 310 892-FF VALVE MATT PLATINUM NOTE: SHADE MATERIAL WILL BE SPECIFIED UPON FINAL BID AWARD. BIDDERS TO PROVIDE MATERIAL ALLOWANCE IN BID. 3 VALVE VOLUME CONTROLS REQURED WT-2 SKYLIGHT SYSTEM SKYLIGHT GLAZING WASCO SKYLIGHT GLAZED WITH SOLARBAN 60 INSULATED GLAZING UNIT- FILM ON SECOND SURFACE TO REDUCE VLT TO TOWEL BAR DORNBRACHT-TOWEL BAR 24 -83060892-06 MATT PLATINUM 50%OR LOWER- GLASS COMPOSITION TBD- NOTE: LAMINATED GLASS ASSEMBLY REQUIRED TOILET TISSUE HOLDER DORNBRACHT-RESERVE TISSUE HOLDER-83590892-06 MATT PLATINUM WT-3 SKYLIGHT SYSTEM SKYLIGHT GLAZING VELLUX SKYLIGHT GLAZED WITH SOLARBAN 60 INSULATED GLAZING UNIT- FILM ON SECOND SURFACE TO REDUCE VLT TO 07 GUEST BATHROOM LAVATORY TOTO LT191G #01 UNDERCOUNTER LAVATORY WHITE 50%OR LOWER- GLASS COMPOSITION TBD- NOTE: LAMINATED GLASS ASSEMBLY REQUIRED FAUCET DORNBRACHT TARA THREE HOLE LAV MIXER -20713892-060010 MATTE PLATINUM BATHTUB KOHLER TEA FOR TWO K-850 WHITE FLOOR MTD TOILET TOTO MS854114E WHITE TUB SPOUT DORNBRACHT-WALL MOUNTED TUB SPOUT- 13801892-06 MATT PLATINUM WT-4 CEDAR SHINGLES ROOF SHINGLES CERTILABEL RED CEDAR SHINGLES, NUMBER 1 GRADE, BLUE LABEL, IN 16" LENGTHS. ALL SHINGLES SHOULD PRICED AS VOLUME CONTROL VALVES DORNBRACHT-WALL VALVE VOLUME CONTROL 36 310 892-06 VALVE MATT PLATINUM REQUIRES ROUGH 35622970 PRESSURE IMPREGNATED PRESERVATIVE CERTI-LAST. 2 VALVE VOLUME CONTROLS REQURED 2 REQUIRED SHINGLES TO BE INSTALLED OVER 1/4" 'CEDAR BREATHER'VENTILATED UNDERLAYMENT BY BENJAMIN OBDYKE, TUB MIXER DORNBRACHT-WALL MOUNTED xTOOL THERMOSTAT MATT PLATINUM REQUIRES ROUGH 35547970 CONTRACTOR TO TAKE SPECIAL CARE TO INSTALL PER MANUFACTURER SPECS AND INSURE VENTILATION IS NOT SHOWER HEAD DORNBRACHT-SHOWER HEAD 28508979-06 MATT PLATINUM COMPROMISED IN APPLICATION) VENTILATION MAT INSTALLED OVER 30 LB FELT PAPER. TOWEL BAR DORNBRACHT-TOWEL BAR 24"-83060892-06 MATT PLATINUM ALL SHINGLES TO BE INSTALLED WITH CORROSION RESISTANT RING SHANK STAINLESS STEEL NAILS. TOILET TISSUE HOLDER DORNBRACHT-RESERVE TISSUE HOLDER-83590892-06 MATT PLATINUM SEE DETAILS FOR ROOF BUILDUP. UQ 09 CLOSET WASHING MACHINE LG WM1377HW WHITE DRYER LG DLEC855W/R WHITE WALL SHINGLES CERTILABEL RED CEDAR SHINGLES, NUMBER 1 GRADE, BLUE LABEL, IN 16" LENGTHS. ALL SHINGLES SHOULD PRICED AS SIDING AND FASCIAS PRESSURE IMPREGNATED PRESERVATIVE CERTI-LAST. SHINGLES TO BE INSTALLED OVER TYVEK HOUSEWRAP INSTALLED TO MANUFACTURER SPECIFICATIONS. ALL SHINGLES TO BE INSTALLED WITH CORROSION RESISTANT RING SHANK STAINLESS STEEL NAILS. SEE DETAILS FOR ROOF BUILDUP. EQUIPMENT SCHEDULE WT-5 CEDAR TRIM MISC TRIM AT 1X GRADE 'A'CLEAR RED CEDAR BOARDS TO MATCH, SQUARE EDGED AND KILN DRIED. INSTALLED WITH 12D CORROSION ROOM project # ROOM NAME DESCRIPTION BASIS OF DESIGN FINISH NOTES WINDOWS, DOORS RESISTANT STAINLESS STEEL FINISH NAILS. SEE DRAWING FOR LOCATIONS AND DIMENSIONS. MANUFACTURER AND MODEL NUMBER ETC. DECROISSET HOUSE EXTERIOR HEATING/COOLING SYSTEM MITSUBISHI MULTIZONE HEATING AND COOLING WHITE MITSUBISHI MULTI-ZONE HEATING AND COOLING SYSTEM OR EQUIVALENT. SYSTEM WHITE IS A COMBINATION OF HORIZONTALLY DUCTED AND NON DUCTED INTERIOR UNITS WT-6 CEDAR SOFFITS CLOSED SOFFITS 1X4 SELECT CYPRESS TONGUE AND GROOVE SIDING, FLUSH JOINTED/CENTER MATCHED AND KILN DRIED. 20 THIRD STREET THAT CONDITION THE GUEST BEDROOM, MASTER BEDROOM, STORAGE, KITCHEN, (BENEATH HOUSE SOFFITS INSTALLED WITH 12D CORROSION RESISTANT STAINLESS STEEL FINISH NAILS NEW SUFFOLK, NY AND GREAT ROOM. SYSTEM TO BE DESIGNED BY MECHANICAL CONTRACTOR FOR AND ROOF 11956 FINAL REVIEW BY ARCHITECT AND OWNER. ) OPEN SOFFITS SPACED 1X4 SELECT CYPRESS BOARDS, SQUARE EDGED AND KILN DRIED. PROVIDE 1/4"GAP BETWEEN BOARDS WITH (BENEATH DECK) INSECT SCREEN (BLACK) UNDERLAYMENT. SOFFITS INSTALLED WITH 12D CORROSION RESISTANT STAINLESS STEEL FINISH 11 MECHANICAL ROOM HOT WATER HEATER AO SMITH HIGH EFFICIENCY ATMOSPHERIC GAS WATER HEATER NAILS 05 MASTER BEDROOM ELECTRIC UNDER FLOOR(HEATING SUNTOUCH CUSTOM TAPEMAT-MODEL# C12120010ST WT-7 WOOD DECKS AND STAIR DECK 2X4 FSC CERTIFIED MAHOGANY OR TEAK DECKING (PROVIDE PRICING FOR BOTH), GRADE'A'CLEAR DECKING. KILN DRIED SUNSTAT PRO II THERMOSTAT-MODEL#500775 06 GUEST BEDROOM ELECTRIC UNDER FLOOR HEATING SUNTOUCH CUSTOM TAPEMAT-MODEL#C1212001OST WITH 1/16"SPACING. ROUT TOP OF EXPOSED EDGES AND STAIR NOSING WITH 1/4' ROUND. ATTACH ALL DECKING WITH SUNSTAT PRO II THERMOSTAT-MODEL#500775 GRABBER 'DECKMASTER' HIDDEN DECK FASTENING SYSTEM IN STAINLESS STEEL BRACKETS AND FASTENERS STAIRS STAIR TREADS AND SKIRTS TO BE CONSTRUCTED OF 2X FSC CERTIFIED MAHOGANY OR TEAK DECKING (PROVIDE PRICING FOR BOTH) GRADE'A'CLEAR BOARDS. KILN DRIED. ROUT TOP OF EXPOSED EDGES AND STAIR NOSING WITH 1/8"ROUND. ATTACH ALL TREADS WITH GRABBER 'DECKMASTER' HIDDEN DECK FASTENING SYSTEM IN STAINLESS STEEL BRACKETS AND FASTENERS MATERIAL SCHEDULE: INTERIOR MTL01 HAINDRAILS/GUARDRAIL HANDRAIL/GUARDRAIL AT 5"X 1.5" DIAMETER STAINLESS STEEL HANDRAIL WITH 3MM AIRCRAFT CABLE INTERMEDIATES. STANCHIONS TO BE 1-1/2"X 1/z" EXTERIOR STAIR STAINLESS STEEL BARS AT APPROX. 4-9 FOOT CENTERS TO MATCH GLAZING SPACING. CORNER POSTS TO BE 1-1/2"X 1-1/2" STAINLESS POSTS FOR TENSIONING issue/revisions SYMBOL ELEMENT MANUFACTURER FINISH DECSRIPTION MTL02 FLASHING ROOF AND WINDOW ALL FLASHING TO BE COPPER, ROOF FLASHING COMPONENTS (INCLUDED BUT NOT LIMITED TO VALLEYS, SIDEWALLS, . L-1 1/z"TEMPERED GLASS SHOWER PARITIONS-LOW IRON GLASS CR LAURENCE(HARDWARE) BRUSHED NICKEL HARDWARE HARDWARE BY CR LAURENCE(SEE SCHEDULE) FLASHING ENDWALLS AND CURBS) TO BE 20 OZ. OTHER FLASHING (AS SHOWN ON ARCHITECTURAL DETAILS SUCH AS DRIP CAPS, RIDGE VENTS, AND SIDING TRIM DETAILS TO BE 16 OZ. WITH 1/4" FOLD AT ALL EXPOSE100%CD 23 DEC 2014 GL-2 LAMINATED GLASS GUARDRAILS RAILINGS-LOW IRON GLASS THICKNESS ENGINEERED BY GLAZIE SHOE BY CR LAURENCE IN GUARDRAILS MUST MEET CODE REQ'MT FOR LATERAL RESISTANCE D EDGES. PROGRESS SET BRUSHED NICKEL HARDWARE MTL03 GUTTER INTEGRAL ROOF 7 OZ'COPPER TUFF- SAPEEL AND STICK FLASHING BY HOHMANN & BARNARD, FUSED TO CONTINUOUS EPDM MEMBRANE 100% 07 JAN 2015 L-3 MIRRORS ON LOW IRON GLASS-THICKNESS TBD THICKNESS ENGINEERED BY GLAZIERGUTTER AT EAST GUTTER. SEE ARCHITECTURAL DETAILS FOR CONFIGURATION POLISHED EDGES PROGRERE SS SET ROOF ELEVATION -1 4"QUARTER SAWN WHITE OAK WOOD FLOORING (SOLID WOOD-NOT ENGINEERED) CLEAR SATIN POLY SQUARE EDGES, NO BEVELS. GLUE DOWN APPLICATION BUILDING PERMIT SET 12 JAN 2015CON1 EXPOSED CONCRETE CONCRETE PIERS EXPO WD-2 1"SOLID WOOD OAK STAIR TREADS TO MATCH( FLOORING CLEAR SATIN POLY SED REINFORCED CONCRETE, UNFINISHED. WD-3 1"SOLID CLEAR RIFT WHITE OAK TONGUE AND GROOVE WOOD CEILINGS CLEAR SATIN POLY FLUSH JOINTED, NO BEVELS WD-4 SHOP LAQUERED' (SHOP PAINTED) WOOD @KITCHEN & BATH MILLWORK SATIN WHITE EUROPEAN FLUSH DOORS IN CONFIG TO MATCH ELEVATIONS WD-5 PRE FINISHED MAPLE PLYWOOD CABINET INERIIORS CLEAR SATIN POLY ��RED AF?C, INTERIOR FINISH MATRIX xoi �5 �► neo r TR-1 SOLID CLEAR MAPLE CASING AT ALL JAMBS, HEADS, AND SILLS PAINTED TO MATCH WALLS SQUARE EDGES, NO BEVELS. SEE DRAWINGS FOR SIZES/CONFIG. ROOM FLOORING BASE WALLS CEILING NOTES -2 % NORTH SOUTH EAST WEST " FRY REGLET BASE REVEAL FRY REG PAINTED TO MATCH WALLS b 4 � TR-3 %"X 2"SURFACE APPLIED SOLID WOOD PAINTED BASE PAINTED TO MATCH WALLS SQUARE EDGES, NO BEVELS. SEE DRAWINGS FOR SIZES/CONFIG. MUDROOM 01 WD-1 TR-2 GWB-1 GWB-1 GWB-1 GWB-1 GREAT ROOM 02 WD-1 TR-2 GWB-1 WT-1 GWB-1 GWB-1 GWB-1 014259 OQ TL-1 3x6 CALACATTA MARBLE TILE IN MUDSET SHOWER STALL W/WATERPROFF SHOWER PAN KITCHEN 03 WD-1 TR-2 GWB_2 �T�OF ti GROUT COLOR TBD-GC TO PROVIDE SAMPLES GWB-2 GWB-2 WD-3/GWB-2 TL-2 7-7/8"X 7-7/8"CONCRETE TILES - EASTERN PROMISES FEZ ANN SACKS GROUT COLOR TBD-GC TO PROVIDE SAMPLES MASTERBATH 041 TL-2 TR-2 TL-1/GWB-2 TL-1/GWB-2 TLA GWB-2 GWB-2 MASTER BEDROOM 05 WD-1 TR-2 GWB-1 GWB-1 GWB-1 GWB-1 GWB-1 ST-1 1-1/4" (3CM PIETRA CARDOSA GRAY SCHIST COUNTER TOP MASTER CLOSET 05A WD-1 TR-3 GWB-1 GWB-1 GWB-1 GWB-1 GWB-1 PROVIDE ALLOWANCE FOR MDF CLOSET ORGANIZERS STONE SOURCE HONED GC TO PROVIDE PENETRATING NON-DISCOLORING SEALER ST-2 3/4"ASHER GREY MARBLE COUNTER TOP ANN SACKS GUEST BEDROOM 06 WD-1 TR-2 GWB-1 GWB-1 GWB-1 GWB-1 GWB-1 scale GUEST CLOSET 06A WD-1 TR-3 GWB-1 GWB-1 GWB-1 GWB-1 GWB-1 PROVIDE ALLOWANCE FOR MDF CLOSET ORGANIZERS NTS GWB-1 PAINTED GYPSUM BOARD BENJAMIN MOORE WHITE (TBD)/EGGSHELL LEVEL 5 FINISH WITH EGGSHELL FINISH (WALLS AND CEILING) GWB-2 MOLD RESISTANT WALL BOARD WITH MOLD RESISTANT PAINT(AT ALL CERTAINTEED M2 TECH GYPSUM WHITE (TBD)/EGGSHELL LEVEL 5 FINISH WITH EGGSHELL FINISH (WALLS AND CEILING) GUEST BATHROOM 07 TL-2 TR-2 TL-1/GWB-2 TL-1/GWB-2 GWB-2 TL-1 GWB-2 BATHS- NOTE NOT ON TILED WALLS) BOARD (OR EQUAL) W/BEN CORRIDOR 08 WD-1 TR-2 GWB-1 GWB-1 GWB-1 GWB-1 GWB-1 drawing title MOORE'AURA' PAINTS CLOSET 09 WD-1 TR-3 GWB-1 GWB-1 GWB-1 GWB-1 GWB-1 SCHEDULES NOTE: STORAGE 10 WD-1 TR-2 GWB-1 GWB-1/GL-2 GWB-1 GWB-1 GWB-1 ALL GLASS MUST COMPLY WITH 16CFR1201 AND THE 2012 NY STATE RESIDENTIAL CODE ALL GLAZING SUBMITTALS INCLUDING ENGINEERING MUST BE SUBMITTED FOR REVIEW. MECHANICAL`STORAGE 11 UNFINISHED TR-3 GWB-1 GWB-1 GWB-1 GWB-1 GWB-1 drawing number II W UJ N W GENERAL NOTES LEGEND o o w GYPSUM BOARD PARTITIONS: PARTITION TYPE } Y � 'Mo 'MD 1. SPACE STUDS AT 16" O.C., UNLESS OTHERWISE NOTED. TYPE 'A' - GYPSUM BOARD, 1 LAYER U_ w 0 M r�co co 2. GYPSUM BOARD SHALL BE 5/8" THICK UNLESS OTHERWISE TYPE 'C' - GYPSUM BOARD, 2 LAYERS 1= � co co N N NOTED. TYPE 'S' - SHAFT WALL °' Cf) z N N 3. WOOD STUDS AND ACOUSTIC BATT ARE TO EXTEND TO THE UNDERSIDE OF FLOOR OF ROOF DECK ABOVE. FOR STUD WALLS STUD SIZE IS INDICATED AS FOLLOWS: 4. PROVIDE MOISTURE RESISTANT GYPSUM IN ALL WET AREAS. 4 - 2x4 WOOD STUD 5. PROVIDE SAG RESISTANT GYPSUM BOARD AT ALL INTERIOR 6 - 2x6 WOOD STUD CEILING APPLICATIONS UNLESS OTHERWISE NOTED. 8 - 2x8 WOOD STUD 6. BATT INSULATION SHALL BE 4" THICK @ 2X4 OR DEEPER 10 - 2x10 WOOD STUD WOOD STUD FRAMING, UON. 12 - 2x12 WOOD STUD 7. PROVIDE A WATERPROOF MEMBRANE TO 6 A.F.F. IN ALL TILED WET AREAS. ADDITIONAL NOTES: a - not used b - not used c - the one side, gwb other side d - the both sides e - two layers gwb one side, one layer gwb other side f - furred out wall g - gwb one side, no finish other side 0 h - the one side, no finish other side i - not used j - plywood one side only k - plywood both sides KEY TO PARTITION TYPE SYMBOL, NOTES UQ PARTITION TYPE NOMINAL WIDTH OF STUD WB3 ADDITIONAL NOTES 0 project DECROISSET HOUSE f' r i 1.'• 77777777777-777777 �;;.. r.. ',�„-':.• �'� - 20 THIRD STREET HEAD NEWSUFFOLK, HEAD Y` SCHEDULED CEILING ^' SCHEDULED CEILING HEAD HEAD ` ' 11956 SCHEDULED CEILING SCHEDULED CEILING - _ BLOCKING AS REQ'D BLOCKING AS REQ'D BLOCKING AS REQ'D W BLOCKING AS REQ'D i / - (1)LAYER OF 5/8"GWB .. - - (1)LAYER OF 5/8"CEMENTITIOUS BOARD (1)LAYER OF 3/4”PLYWOOD - _ (1)LAYER OF 5/8"CEMENTITIOUS BOARD l SYMBOL FOR ADDITIONAL NOTES ) - ) — - (1)LAYER OF 3/4"PLYWOOD u (1)LAYER OF 5/8"GWB - . . - 1/4"THINSET �" I - ) - (1)LAYER OF 5/8"GWB (1)LAYER OF 5/8"GWB ISSUe feVISIOnS WOOD STUD SEE PARTITION SYMBOL FOR (� / PLAN TILE,SEE FINISH SCHEDULE PLAN PLAN THINSET £ry: _ - SIZE PLAN WOOD STUD SEE PARTITION SYMBOL FOR TILE,SEE FINISH SCHEDULE SIZE - CONT SOUND ATTENUATION BATT ' WOOD STUD SEE PARTITION SYMBOL FOR - - ) INSULATION _ ;' - CONT SOUND ATTENUATION BATT 100%CD 23 DEC 2014 - SIZE ( - - WOOD STUD SEE PARTITION SYMBOL FOR INSULATION SIZE PROGRESS SET CONT SOUND ATTENUATION BATT - ) INSULATION - 100%CD 07 JAN 2015 - PROGRESS SET 7.7 BUILDING PERMIT SET 12 JAN 2015 WATERPROOF MEMBRANE(6"AFF) WATERPROOF MEMBRANE(6"AFF) �R D Aq 1/2"FRY REGLET"Z"REVEAL AT BASE l 1/2"FRY REGLET"Z"REVEAL AT BASE - ) " ( `5� �KeKO MCti�A iC9 O 09 �` BASE` BASE `` - BASE 1/2"FRY REGLET"Z"REVEAL AT BASE :w �\ 1/2"FRY REGLET"Z"REVEAL AT BASE BASE SCHEDULED FLOOR SCHEDULED FLOOR SCHEDULED FLOOR S� 014Q5°� SCHEDULED FLOOR FOF N��y 4 INTERIOR PARTITION TYPE A 3 INTERIOR PARTITION TYPE A 2 INTERIOR PARTITION TYPE A INTERIOR PARTITION TYPE //� //� � A A6"2 31' — 1'-0" A6.2 311 = 1'-0" A6-2) 3" = 1'-0" A6"2 3" = 1'-0.. scale A6C A6; A6� A4 A6 3„ = V-011 drawing title Abe PARTITION TYPES drawing number 1 LATCH LOCK PER SCHEDULE W N W ♦F-�/ 00 1� vJ T 1" PAINTED WOOD FRAME PIVOT HINGE W � a- U- SEE A602 FOR PARTITION 5/$" FRY REGLET"J" Q Q tr rn rn IU � WOMcM REVEAL •j T; m U) W N_ N >; Z N N � N 00 N \. LO \ " MECHANICAL ROOM 1" PTD WOOD TRIM 1" PTD WOOD TRIM 13 JAMB @ OUTSWING FLUSH DOOR LATCH LOCK PER SCHEDULE STRIKE PLATE AS PER SCHEDULE PIVOT HINGE 1" PAINTED WOOD FRAMEPER SCHEDULE U0 GWB A IGN 1„ / 5/8"GWB ALIGN 1" 5/8"GWB 1/4"BEVEL 1/4"BEVEL 1/2"X 1"PAINTED WOOD STOP project JAMB @TYP INTERIOR SWING DOOR DECROISSET HOUSE 09 20 THIRD STREET NEW SUFFOLK, NY 11956 51/8" 1/2" 1" PAINTED WOOD TRIM . . -777 . 1 PAINTED WOOD FRAME r� I // 1/4"BEWEL i. 1"X%" RAJACK HEAVYDUTY 1"PAINTED CENTERHUNG PIVOT SOLID WOOD FRAME DOOR PER SCHEDULE 3 1/8" 1 3/4" PIVOT HINGE PER SCHEDULE issue/revisions 1" 1 3/4" 100%CD 23 DEC 2014 PROGRESS SET 100%CD 07 JAN 2015 07 HEAD DETAIL @ OUTSWING FLUSH DOOR 06 HEAD DETAIL @TYP INTERIOR SWING DOOR PROGRESS SET BUILDING PERMIT SET 12 JAN 2015 ED 0�5 KO 410 3 1/8" 13/4" L 2 i I s � 01426' ybe' DOOR PER SCHEDULE SOF NES 3'/4"X 3/6"STAINLESS STEL, BRUSHED FINISH ; PIVOT HINGE PER SCHEDULE T PIVOT HINGE PER SCHEDULE WOOD FLOORING TILE ON WOOD FLOORING '\\ c D-1 ALIGN THIN SETTING 30 co BED D-1 scale 11 7 Y / r_, -----—C- 3" 1 -0 drawing title DOOR DETAILS BASE DETAIL @ OUTSWING FLUSH DOOR BASE DETAIL @TYP INTERIOR SWING DOOR drawing number 03 02 X1 xA xA UJ I W N W WT-a Ct o Z 3/4"PLYWD SHEATHING W � x FURRING Z v GWB I } rn rn WT-4 I __ -" _ N - 2xSTUDWALL -- - AIR BARRIER � Lo O r � AIR BARRIER I / I AIR BARRIER WT-1 I I I I I \ .,. ..Y _- -= 3/4"PLYWD SHEATHING g ►- � N N I 3/4"PLYWD SHEATHINGIm / BLOCKING *- U) Z N N EPDM GUTTER AIR BARRIER I I I I I I, / \ M 5 Cu r- T METAL FLASHING -+ ':,; -I_ 3/4"PLYWD SHEATHING 3/4"PLYWD SHEATHING / _ MTLO \^� .>; FLASHING I \' -+- /'\� 37/811 N WT 5 FLASHING co 6 7/8" MTLO FM ; I I j / �` BACKER ROD AND Iinn SEALANT .. . '•.�•'• —___ --___ __ 1 - +1 - - --_-f- _=' � • - YOW 225TU WINDOW +18'-0" ,-- ------- --- -- ---- - --- - I ��- __ - - T.O.M MULLION - - --_- T.O.MULLION T.O.MULLION " SYSTEM (^) ( WB-1 WB-1 G-1 YKK 750 SSG CURTAIN ROLLER SHADE ROLLER SHADE YKK 250TUI WALL SYSTEM WINDOW SYSTEM INTERIOR EXTERIOR WB-1 WT-5 YOW 225TUH WINDOW EXTERIOR INTERIOR ROLLER SHADE w SYSTEM i I �� A. � co G-1 wT-5 16 HEAD DETAIL @ CURTAIN WALL 1 HEAD DETAIL @ OPERABLE WINDOW HEAD DETAIL @ OPERABLE WINDOW ' �_4 3/4"PLYWD SHEATHING I' FURRING 0 AIR BARRIER 3/4" PLYWD SHEATHING ! INTERIOR EXTERIOR YKK OW BACKER ROD AND SEALANT JAMB DETAIL I L AT OPERABLE WINDOW WINDOW SYSTEM 13 OW WOOD FLOORING 1"CEDAR SILL.TAPER TO DRAIN YKK 250TU SCALE: 1/2"= VI WINDOW SYSTEM WOOD FLOORING WD 4 WT 5 WD-4 +131-01, D 3/4"PLYWOOD SUBFLOOR T.O.MULLION - -- I , _ _ 3/4 PLYWOOD SUBFLOOR x, - u - +10'-0" - - —-- '�- - TILE T.O.FIN FLOOR - ------------ ------ I WT-5 TL 1 - 0 � - I 1"CEDAR SILL.TAPER TO)DRAIN 4 1 �a — CEMENTITIOUS BOARD , I WT;4 WT-5 Ili---1 I _� I- { _ I 3/4 PLYWD SHEATHING 3/4"PLYWD SHEATHING wTa — — FURRING WT-4 ' 'I I __'1 FURRING _ I - - 1 AIR BARRIER I 3/4 PLYWD SHEATHING AIR BARRIER 3/4"PLYWD SHEATHING _ AIR BARRIER I _ I � AIR BARRIER SPRAY-IN INSULATION 3/4"PLYWD SHEATHING I' 3/4 PLYWD SHEATHING { I I I RIMA JOIST t i BLOCKING SILL DETAIL @ CURTAIN WALL SILL DET�AIL�@l OPERABLE WINDOW SILTIL OPERABLE WINDOW 33/8" WT-5„SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1' SCALE: 1/2"= 1'-0" ( 8 1/2 project INTERIOR BACKER ROD AND DECROISSET HOUSE YKK 250TU WINDOW SYSTEM SEALANT BACKER ROD AND SEALAMT YKK YTD 350 T 20 THIRD STREET YKK 250 TU 5 --� NEW SUFFOLK, NY WINDOW SYSTEM - 11956 -1 - WB-1 WOOD FLOORING CEDAR SILL 'a G-1 WD-1 0 EXTERIOR WT_5 AIR/MOISTURE BARRIER EXTERIOR I EXTERIOR SPRAY-IN INSULATION BLOCKING AS READ 3/4"PLYWOOD SHEATHING VVT_4 3/4"PLYWOOD SUBFLOOR AIR BARRIER 1/4"SHIM T.O.FIN FLOOR -- x 1 xA 3/4"PLYWD SHEATHING - _ -- -- - -- --- - - -- -- WT-5 WT-4 �] ROD AND SEALANT 3/4"PLYWD SHEATHING r 1 1' LEVER - YKK 750 SSG CURTAIN AIR BARRIER - 3/a"PLYWD SHEATHING BACKER ROD AND SEALANT WALL SYSTEM = - _1 40 - --�- 1. _ f 1-1/4"ROUGH BUCK 00 - -- -� ` u YKK YTD 350 T 1/4"SHIMS � �-- _ 2x STUDWALL - G-1 EXTERIOR INTERIOR " 3 3/8" ' - I issue/revisions INTERIOR - GWB ' 4' 16 3/4•. 11/8' 100%CD 23 DEC 2014 PROGRESS SET PLAN DETAIL AT WALL AND CURTAIN WALL SILL DETAIL @ OPERABLE WINDOW JAMB DETAIL AT OPERABLE WINDOW 100%CID 07 JAN 2015 PROGRESS SET SCALE: 112" SCALE: 1/2"= 1'-0" 05 PLAN DETAIL AT ENTRY SCALE: 1/2"= 1'-0" BUILDING PERMIT SET 12 JAN 2015 xA D ��AEO Agcy COLUMN ��5 oywEKo Mo��TF 1 3/8" 3 3/4° COLUMN SEE STRUCT SEE STRUCT WT-4 pw-7B-1 -� -�_- 3/4"PLYWD SHEATHING 5 -- — — --- - -- - SPRAY INSULATION 1 - I I FURRING 4� YKK 750 SSG 14*2 4 WALL SYSTEM CURTAIN _ I AIR BARRIER 9rFOF Nti -� 2 3/4" YKK 600 T/TH BACKER ROD AND !I j 3/4" PLYWD SHEATHING CONCEALED BASE FASTENER SEALANT INTERIOR �� 2 1/2 SLIDING DOER SYSTEM � - - - - YKK SSG CURTAIN WALL MULLION z I -_ - BLOCKING GL-1 M WITH CLEAR ANODIZED FINISH j 5 STRUCTURALLY GLAZED N BACKER ROD AND CURTAIN WALL � I ;� BLACK SILICONE SEALANT SEALANT F.. � ---- - -- ___ scale - - -- - - -- - - - I YKK 750 SSG _ _ i� � � ' -- 3 - 1 0 { _ CURTAIN WALL SYSTEM �� I it - -- -- - - - --- _ _ _ _- - = INTERIOR EXTERIOR G 1 drawing title -- -- - r,� ----- –o D p w N W - fr .- � / Z WT-4 O X WT 44 >- CL uQ F- Z I� .- AIR BARRIER I AIR BARRIER Y 3/4"PLYWD SHEATHING `-•.` U_ Ln 0 M r \ 3/4"PLYWD SHEATHING g W c c`i FLASHING -+ �-` ' \ FLASHING rn W r MTLO \� ,-% MTLO CO Z N N ,•'• - ---------- - _ +18 0" - - - - --- -- T.O.MULLION GWB-1 I ' ,- - +18'-0" T.O.MULLION �-1 c ROLLER SHADE t t 3t J W 51 BACKER ROD I -- - 5 AND SEALANT EW BACKER ROD AND SEALANT BACKER ROD AND 71�11 SEALANT11 YKK YTD 350 TYKK YCW 750 SSG wT-1 WT-1 U *4AD DETAIL AT ENTRY HEAD DETAIL AT CURTAIN WALLE: 0 INTERIOR EXTERIOR I BACKER ROD AND SEALANT SPRAY-IN INSULATIOIN WOOD FLOOR R-VALUE=51 WOOD FLOOR YKK YCW 750 SSG 3/4"PLYWOOD SHEATHING 3/4"PLYWOOD SUBFL WD 11 / OOR W-1 301b ROOFING FELT INSULATION TYPE X 3/4"PLYWOOD SUBFLOOR BACKER ROD AND SEALANT 1/4"VENTILATED UNDERLAYMENT MAT _ I SPRAY-IN INSULATION 5 -- FW- WT-4 1/4"VENTILATED UNDERLAYMENT MAT / FLASHING T.O.FIN FLOOR MTLO N - -_ -- T N -- - _ - +9'-10 VELUX DECK MOUNTED SKYLIGHT VS \ ' ' � { - - -- ---- -3 - - _ - - I = _ —_ -- --- - --- --\_ -- - T.O.DECK i . -� .. I - t, i I i I - It I - _ i 1 1 � a ' WT-4 - I _ WT-4 \\ \ \ AIR BARRIER AIR BARRIER project ,\ �\ DECROISSET HOUSE SILL DETAIL AT ENTRY \ 04 03 SILL DETAIL AT CURTAIN WALL 3"= 1'-0" ':•$ , SCALE: 3"= 1'-0" 20 THIRD STREET LVL.SEE STRUCT DWGS NEW SUFFOLK, NY 11956 p" 342 MIN SLOPE PER ,r EXTERIOR WASCO PINNACLE HU.SEE WINDOW 1 SCHEDULE J 3:12 WT-2 /I i MIA/SLOPE PER MAAIOF BLOCKING AS REQ'D BY WASCO MANUF EXTERIOR / ASCO PINNACLE HU.SEE WINDOW METAL FLASHING EXTERIOR W � \` SCHEDULE ISSUe/revisions / 301b ROOFING MEMBRANE j 314"PLYWOOD SHEATHING U/i BLOCKING AS REQ'D BY WASCO MAN T.tl ;r SPRAY-IN INSULATIOIN METAL FLASHING 100%CD 23 DEC 2014 R-VALUE=51 / =' MTLO PROGRESS SET WT-4 lI' WT-4 0 CD 07 JAN 2015 114"VENTILATED UNDERLAYMENT MA PROGRESS SET _ \ 301b ROOFING FELT BUILDING PERMIT SET 12 JAN 201 BLOCKING �. _-- 5 / 3/4"PLYWOOD SHEATHING VELUX DECK MOUNTED SKYLIGHT VS __ SPRAY-IN INSULATIOIN R-VALUE=51 INTERIOR WT-3 ; LVL.SEE STRUCT DWGS -- - WT-4 I _ - i FLASHING BLOCKING MTLO BLOCKING I I �ED I � C 1/4"VENTILATED UNDERLAYMENT MAT � ��\ •. :....• -It, - -�I _1 \ � IBLOCKING 1/4"VENTILATED UNDERLAYMENT MAT \ � • r. , � 1 �- - � � - _ ',- - I, ', I _ - - ` � ` ,� \ y_ / I f/ \ _\\\`\�•'•r,• •� ' LVL. 301b ROOFING FELT SEE STRUCT DWGS 3/4"PLYWOOD SHEATHING I_I. - -'-_- _11_ 0142g WB-1 OF N'O`N SPRAY IN INSULATIOIN R-VALUE=51 E STRUCT DWGS INTERIOR INTERIOR JOS� ' i - _ -- -- y I - 11 _ -- scale-- ' �� - AS NOTED - -- L-- ---- --- - _�=-- _ H _ drawing title WINDOW DETAILS 02 SECTIDETAIL AT SKYLIGHT SECTION DETA�LA�TS KYLIGHT drawing number SCALE: 3"= 1'-0"ON O� SCALE: 3"= 1'-0" 1 1 i NOTE * ELEVATION HEIGHT IN RELATION TO w N w GRADE � o o >- CLu_ Z QMrn Qrn 3 tLLo0MM 2 x1 � W Cl) CO DW T T +- U) Z NN 02 A7.0 -- - - - - — — — -- -- — — - — — - — ------------- 01 -- A-7'0 I f I I I i I I L: 15'4" D-10°�* 1 E R: 15 T.O.DEC I o EL: +5'-6" 0'-0"]* It GRADE STEE CA LE GUARDRAI SY TEM I S. .AIC FT CA LEITF S. . HA D IL AT 3 i 0 XE ------- - -- ----------- -------------------- 13-10" ENLARGED PLAN 03 @ EXTERIOR STAIR -0" U0 xE D 3 2 x1 project DECROISSET HOUSE 20 THIRD STREET NEW SUFFOLK, NY 11956 4 01 A7.0 I 0 En r T.O.DECK ----- -- - - -_ -1 ; - LED LIGHTS I 41 02 issue/revisions A7.0 SEE SCHEDULE --- -- - ----- -- — 2"WOOD TREADS ----- - ----- -- ____ 100%CD 23 DEC 2014 AND RISERS(TYP) WT-7 PROGRESS SET STEEL CABLE GUARDRAIL SYSTEM 100%CD 07 JAN 2015� PROGRESS SET S.S. HANDRAIL AT 36" S.S.AIRCRAFT CABLE BUILDING PERMIT SET 12 JAN 2015 S.S.AIRCRAFT CABLE WOOD STRINGER PERMIT REVISION 26 JAN 2015 WT-7 i STEEL CA BLE GUARDRAIL SYSTEM S.S. HANDRAIL AT 36" 2"WOOD TREADS AND RISERS(TYP) WT-7 WT-6 LED LIGHTS (16)RISERS SEE SCHEDULE RISER:7-1/2" TREAD: 11" NOSE:0" EL: +5'-6" [0'-01111, GRADE 13'-10" scale AS NOTED drawing title 02 SECTION @EXTERIOR STAIRSECTION @EXTERIOR STAIR EXTERIOR DETAILS S--sc ALE: 1/2"= 1'-0" drawing number LU W N W l�0= O Q l^ VJ T W a- u- r V 1 Q Qgcc C� CA w >- � � � co � 5 W r T C/) Z N N APkAWq U0 project DECROISSET HOUSE 20 THIRD STREET NEW SUFFOLK, NY 11956 SPRAY INSULATION SPRAY INSULATION R-VALUE=51 R-VALUE=51 /, 3/4"PLYWOOD SHEATHING - CEDAR SHINGLES / '�-- f _ � 301b ROOFING FELT issue/revisions 0 WT-4 _ - - 1/4"VENTILATED 1/4"VENTILATED UNDERLAYMENT MAT UNDERLAYMENT MAT 3/4"PLYWOOD SHEATHING i SHINGLES 23 DEC 2014 1,1 ' CEDAR 100%CD / 1 PROGRESS SET 1 ', _ I 1 __ — WT-4 t 1 D 07 JAN 2015 PEEL AND STICK COPPER 100%C FLASHING FUSED TO EPDM PROGRESS SET GUTTER BUILDING PERMIT SET 12 JAN 2015 -- - — - I / T LO CONTINUOUS EPDM GUTTER WITH 2 DOWN SPOUTS PER ELEVATION IF�E.D ARC 2 x 10 WOOD GUTTERI KNIFE EDGE EAVE FLASHING - --T MTL02 j I Iii I I I i � I � � � � ,I I• ' � �i �' , �i' �' � � CEDAR SHINGLES L• CONTINUOUS STAINLESS j I� �, I I'�i;� ;� �I ,I i � � I � _-1- - {�"– ,,�� ;�' i�, I ''i 'I ;'j �� 9 STEEL FLASHING CLEAT ( I - I Wf-4 .9 01425 y0 _I'`{i OF ram PEEL AND STICK COPPER CEDAR SHINGLES �' I I i I FLASHING FUSED TO IEPDM �. I WT-4 ' GUTTER I I I VT-LO I AIR AND MOISTURE BARRIER 3/4"PLYWOOD SHEATIHING ' I 3/4"PLYWOOD SHEATHING I I CEDAR SHINGLES 311 calel'-0' EXTERIOR � I I _ �-4 MOISTURE AIR AND M drawing title - _ BARRIER EXTERIOR DETAILS EXTERIOR drawing number 02 DETAIL @ ROOF EDGE AND WALLDETAIL @ GUTTER �AND WALL m -0" I I W CV W 'CC o O u L a- LL LLI SOLID MAPLE \ :- W MO 0) r-- Q Qornrn 'It v �C HANDRAIL PAINTED TO _ g W >- cy) co MATCH WALLS `0 cY) 0) Z) W r rUJZ NN GWB-1 - cr) BLOCKING AS REQ'D19S UO _ YA-3.41/2"REVEAL j 3/4"PLYWOOD A7.2 2X WOOD STRINGER ) EL: +9'-1 3/8" j DN r i _ F.F.STORAGE j N EL: +10'-0" 1 - --_- ( - p2 F.F.FIRST FLOOR -- 06 STAIR DEl SCALETAIL STAIR ENLARGED �PLN SCALE: 3"= 1'-0" 05 project DECROISSET HOUSE 20 THIRD STREET NEW SUFFOLK, NY 11956 1 1 GWB-1 A-3.4 A-3.4 GWB-1 M issue/revisions 03 03 -- - A-7.2 A-7.2 06 N , � � —- - 100%CD 23 DEC 2014 -__ PROGRESS SET 100%CD 07 JAN 2015 PROGRESS SET \ / BUILDING PERMIT SET 12 JAN 2015 OPE11 N TO GREAT ROOMI OPEN TO GREAT ROOM 06 RECESSED HANDRAIL RECESSED HANDRAIL A7.2 WD-2 V-D A R R C — r I I � i ( LED LIGHTS LED LIGHTS i SEE SCHEDULE SEE SCHEDULE j i I -- --- 014259 GQ ISI I TREAD BEYOND � F F N -------------- I i <rn = --- - - ---- -- — scale AS NOTED drawing title - - -- INTERIOR DETAILS drawing number 03 STAIR SECTION 02 STAIR SECTION STAIR SECTION 01 CALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" SCALE: H W N W r^ 00 rI— VJ T >- a u. z � r- QQ � rnrn gw ° � � (y) Cl) D W T T TcoZNN 0 UQ TEMPERED CLR GLASS TILE AS PER SCHEDULE WOOD FLOORING PARTITION TL-1 - THINSET N/g_ 3/4"PLYWOOD CONT. RECESSED SS CHANNEL WATERPROOFING 5/8"PTD PITTCON REVEAL AL I N 5/8"X 3/16"SS PLATE MEMBRANE BRUSHED FINISH ST-1 ST-2 TLTILE THINSET 2 1/2"FRAMING UO TL-1 TL-2 THINSET TUB SS FASTENER 5/8"CEMENTITIOUS THIN SET 1/8"CAULK JOINT 1/4"P R BOARD ELECTRIC RADIANT 1/4" FT.PI C WATERPROOF HEAT MAT 5/8"CEMENTITIOUS 7/8'1TL-1 UNDERMOUNT SINK BOARD SHOWER PAN TUB SEE APPLIANCE AND FIXTURE E j REINF. MORTAR BED THINSET WATERPROOF MEMBRANE SCHEDULE THINSET 5/8"PTD PITTCON REVEAL 3/4"CEMENTIOUS LIGN ELECTRIC RADIANT1/8"PER FT.PITCH ALI N BOARD HEAT MAT C'Wg- project DECROISSET HOUSE 20 THIRD STREET NEW SUFFOLK, NY FLOOR TRANSITION @ WOOD / TILE SECTION D �L@�UNDERMOUND SINK DETAIL SECTION @ SHOWER CURB 11956 08 SCALE: 3"= V-0" 07 PLAN DTL TUB SCALE: 05 SCALE: 3"= V-0" TL-1 5/8"REVEAL -- issue/revisions 5/8"CEMENTITfOUS L Lo.—L I GL-2 BOARD THIN SET - 100%CD 23 DEC 2014 CR LAURENCE GLASS SHOE. STONE TUBDECK ij — PROGRESS SET INSTALL PER MANUF. REQUIRMENTS ,' WOOD FLOORING co 100%CD 07 JAN 2015 WD_1 PROGRESS SET G TL-1 THIN-SET Z j BUILDING PERMIT SET 12 JAN 2015 3/4"PLYWOOD SUBFLOOR � 5/8"REVEAL BEYOND ` BTW.TILE AND GWB BATT INSULATION FOR SOUNDPROOFING - �F�eD ARCh, 1/4"DUROCK ��5 05�11K0 A9p9�T�0 UNDERMOUNT TUB, TILE, 4„ SEE APPLIANCE AND ------ --- -- SLOPED 1/4 PER FOOT FIXTURE SCHEDULE TL-1 S Qtr - 01425S yQ SOF N� THINSET i TL-1 TL-1 - THINSET ELECTRIC RADIANT HEAT MAT LLV WATERPROOF MEMBRANE -- scale SEE A6.2 - 3" drawing title INTERIOR DETAILS drawing number 03 DETAIL SECTION @TUB TILED ALCOVE @ TYP BATH DETAIL SECTI �N@�TRep SCALE: UB LU LU N W lr XX cn 00 (L LL Z � r- LLJ QQIrrnrn 9 Q w O CO CO M CY) VARIES rn W T T FIN.CLG. FIN.CLG. FIN.CLG, SEE PLAN T CA Z N N FIN.CLG. --- - MAGNETIC CATCH / \ / 1 --V --- ` -' - --- - - ---- EXHLIAST 4 _ --- -- -- -- ao —PTD GWB 00 ` _ EXHUAST o _-- - _ _---.-- -- - LIGHT FIXTURE EXHUAST �- I GL 3 - N ! 1/4"MIRROR WITH MIRROMASTIC ON - �__ 1/2"PLYWOOD I I I - - - --- - ' 2 2.1 BLOCKING AS READ BLOCKING AS REQ'D I -- - - PTD -----_ -- --__ I i PLYWD ADJ. WD-4 WD)_4 SHELVES ; M I BUILT-IN RANGE HOOD SEE C? -_--- - - - - `' --- --- _- N 0 /—A6.0 FOR APPLIANCE SCHED m WD-4 °- -BLOCKING AS REQ'D I CONTINUOUS CON-TINUOUS I ; 13/4" PTD SOLID WOOD PLUG MOLD DOOR ON PIVOT HINGES PLUG MOLD ,- --- - 5 1/2" UQ N N --- T 0/y V T w II, -—LIGHT FIXTURE i 11 - u' ---- - -- > ZV N - DECK MTD FAUCET, q zo SEE A6.0 FOR FIXTURE SCHEDULE 2'-1 1/4" _ - 2'-1 1/4°- -- - ST-1 41/2" - 1 41/2" ---STONE VANITY TOP ST-2 W -- T SII 1 1/4"STONE COUNTERTOP �*= 1 1/4"STONE COUNTERTOP _ II UNDERMOUNT SINK, C) I � N WD 4 I - - _-_ - COORD.W/PLUMBING rj coir - - SHOP LACQUERED -RANGE OVEN, I` WOOD L _ M ---- S ODP LACQUERED a SEE A6.0 FOR WD 5 _ WOOD DRAWER APPLIANCE SCHEDULE - I MAPLE PLYWD SHELVES in -- -BLOCKING AS REQUIRED -- U0 o m - -- - o _-_--- -- j - m mo - 3/4" CLR MAPLE II ! I i' - INTERIOR(TYP.) o w I 4 TOE KICK --T—3/4"WD VENEER KICK ---------- - - i V - �P) T 2 I I project f DECROISSET HOUSE SECTION @ KITCHEN CABINETS SECTION @KITCHEN CABINETS *_ 71? .§ K1TCHE.NCAB1NETS SEN 07 SECTION @BATHROOM SINK 06 SECTION @PANTRY CLOSET 20 THIRD STREET NEW SUFFOLK, NY 1OSCALE: 1"= 1'-Q" 09 SCALE: 1"= 1'-0" SCALE = " SCALE: 1 = 1'-0" SCALE: 1"= 1'-0' 11956 2'-0 112" FIN.CLG. WD-5 314"FIXED 1'-9 3/4" �- PTD SHELF j CLOSET BAR issue/revisions c-)r Qf- --- - - ----- 100%CD 23 DEC 2014 PROGRESS SET 100%CD 07 JAN 2015 WD-4 i 13/411 PTD SOLID WOOD PROGRESS SET DOOR ON PIVOT HINGES BUILDING PERMIT SET 12 JAN 2015 - - COAT HOOK � ---CLOSET BAR -----DECK MTD FAUCET D ARC _JUST SS UNDERMOUNT cs'�� p SINK,SEE A6.0 FOR FIXTURE SCHEDULE -1 1/4"STONE ,,--1 1/4"HONED STONE COUNTERTOP,SEALED COUNTERTOP,SEALED [ 1 1/4"STONE COUNTERTOP zo -- - - --- -- - --� 3/4 WD DRAWER - 01425°� a�1 _ T s T 9 �9TFOFNc N -BASKET STRAINER ! r I 1 _ " [ WD-4 -3/4"SHOP LACQUERED 1 m CABINET DOOR W/ - WD-4 l -SHOP LACQUERED r 3/4"WD DRAWER HAFELE(TYP) WOODCOORD o L = 9 DWGS .W/PLUMBING -- -- - -- - -- 0 3/4"WD DRAWER M v m M o WD-5 WOOD VENEER scale -3/4" MAPLE INTERIOR _ WD-5 3/4 MAPLE INTERIOR - ON 3 4"PLYWOOD - P, o' / 1 — 1 -0 m , (TYP-) �— 'ail P. L � I�I�I , III WD-4 WD-4 WD-4 WD-4 WD-4 drawing title __-__---- 4"TOE KICK - - _ -4"TOE KICK - -- - 4"TOE KICK -__-- 4"TOE KICK - --4"TOE KICK MILLWORK DETAILS I i " 2" 2 6 2_1 2 i s 2-1 2 2 ! k - 2_6" - ----- -- 2'-7 - - --- - 2-7 - --- - — ---- % - -- 2-7,- - ------- - drawing number 05 SECTION @BEDROOM CLOSET SE71T @KITCHEN ISLAND SECTIO �@K ITCHEN ISLAND SECTION @KITCHEN ISLAND SECTION @ MUDROOM BENCHA Sao SCALE: 1"= 1'-0" *_sc ALE03 SCALE: 1"= 1'-0" OZ SCALE: 1"= 1'-0" 0 SCALE: UJ LU N UJ BLACKWATER WASTE g o Lu aU- GREYWATER WASTE z QQ � rnrn � U) o1-- 1-, COLD WATER :� w >- "03 'C"))� � HOT WATER N CM °' U) z N N ------ VENT IF VTR i I I I I I HOT WATER HEATER —} — EL: +19'-1 3/8" At H SECOND FLOORLl ------- — -- ----- ---------------- — -L------------------- ------------ -------------------------- ------ -------- r r � T -�- T • I I I I i I I I I MASTER BATHROOM i CLOSET i i KITCHEN i i GUEST BATHR0011A 04 I 08 I I 03 I I 07 1 I I I I project I I I I i I I DECROISSET HOUSE • j i I I I I I 11 20 THIRD STREET C H I I C I H I I I C , H C H I I I NEW SUFFOLK, NY I I I I C i C I I I 1 11956 C I I777 I I_ C C I H SINK I I j SINK SINK j TOILET SHOWER I WASHER DISHWASHER TOILET BATHTUB --- --- EL: +10'-0" Ak FIRST FLOOR issue/revisions BUILDING PERMIT SET 03 DEC 2014 C D ARC SHAKO 4f, yiT�` � t EL: +0'-01, `r�q014259 y0�� GRADE FOF N scale NOT TO SCALE 01 PLUMBING RISER DIAGRAM drawing title NTS PLUMBING RISER DIAGRAM drawing number HEADER ABOVE OPENING w (SEE LEGEND) TYP. � r w W o0 2x6 @ 16" cI.c. D xE LU M 0- U- A B C D XE B s-202 C STUD BEAR-NG w _ 4 WALL Cr rn rn 3'-2 1/2" 12'-2" 12'-2" 5'-7 1/`2" 3'-2 1/2" 12'-2" _ 12'-2" 5 5'-7 1/2" �` w O � M S-202 g F co M 2 TY:). � � r0 rCgZ NN - - - - - - - - - - - - - - N I I F -'- \ � � F- I I 1 \ 1--, F.: I Z Z Z Z J 1 L - N Q NQ - -- -- --. -- -- -- - ( - -- -- -- -- -- -- --) I I v r 1 W10x33I(LOW) I I I I - -- -- -- ---- ( - -- -- -- -- -- I cn cn I I I -2 "' J -"' "' STUD BEARING / � I I I 20 TON TIMBER PILES I I S 202 I - J � J J WALL I I I I (SEE GENERAL NOTES) ( I `DSI C° ^^I \ ��I c° ~�I 't i I I I I N N > W) N I I I I 2x6 ® 16" O.C. J > > > J F I o STUD BEARING J J J J O WALL > I I N N I I I I I I 4 2x8 S HEADER - I I I , � � HEADER AB VE OPENING ABOVE OPENING (SEE LEGEN ) TYP. 0 I I I I 14"0 CONCRETE I I PIER TYP. i L - - -- -- -- -- --J ( � L - -- -- -- -- -- -J I f 1 411 W10x33 LOW 3 I -- -- -- -- -- - (� -- -- -- -- -- -- -- I 2x8 ® 16" O.C. AN ' STUD BEARING I WALL 14"� CONCRETE 2x6 C� 16" O.0 4" PLYWOOD I I I ( I I PIER DN TYP. 11 8 SIM. STUD 133EARING FLOORING 2" I ( I I I 1 I -202 WALL / 7 CD I s-2o2 - I ® I s202 c� ' N _ O CD C I � r`' N N N I I N x " N N I , IIIIIII - ' IIIIII -- -- -- -- -- -I► IIIIII I ,II. IIIIII — 3 TYP. II i �IIItII II 4 I S-I 02 S-201 HSS5X5x8UP ► HSS5 X58 UP I I► ' _ 4 0 DETAIL TP. TYP. w1ox33 (Low)L -- -- -- -- -- -� - -- -- - - -- -- --( /A --------- - - - 1 -C ---- --- -- -- PLYWOOD 8FLOORING - 02 2x6 ® 16" O.C. STUD BEARING project t A TYP. WALL / I I I I s-2o1 I I 3 � , DECROISSET HOUSE s-2o2 � I I I s-202 I I I 1 I I I N , , ' N I I I I I I � � ... / 20 THIRD STREET I I I I I I (4) 2x8'S HEADER I CNI NEW SUFFOLK, NY I I ABOVE OPENING N HSS7X5x UP I I I I I I 14"0 CONCRETE TYP, I STRUCTURAL ENGINEER I I I PIER DN TYP. x RODNEY D.GIBBLE CONSULTING ENGINEERS I 18 WEST 21ST STREET 3RD FLOOR L — -- L- -- -- -- -- -- -J I / NEW YORK, NY 10010 I W10x45 (LOW) a a I P.212-989-2853 14_ _ _ _ _ ----- _ _ - - --05 r5 F.212-989-4017 LJ Cq L - -- -- -- -- -- -- -- -- - -- -- -- -- -- - — - -- --- -- -�-- --r I I I I � 10 20 TON TIMBER PILES 14"0 CON RETE o) / / / 2 o S 20 S 2 PIER TYP. (SEE GENERAL NOTES) I / I / O issue/revisions 6 s-2o2 BUILDING PERMIT SET 03 DEC 2014 s-2o2 FOUNDATION PLAN 1ST FLOOR FRAMING PLAN SCALE: Y4=1'-O" �_�� SCALE: Y4=1'-O" 0 0 1 2 4 8 FT 1 2 4 8 FT LEGEND PLAN NOTES 1. SEE DRAWING S-200 FOR GENERAL N)fES & DESIGN CRITERIA. \ INDICATES TIMBER PILE, SEE PLAN,J 2. SEE DRAWING S-200 FOR NAILING SCHEDULE AND TYPICAL DETAIL. 111111111111 IIIITIT-7 NSW Yp INDICATES PLYWOOD SHEATHING 1 OOSEE WOODSTUD DETAIL OT LL �O� � GtQ6 ON S-200 FOR NAILING REQUIREMENTS) S� (#) LVL'S OR (#) 2x12'S INDICATES (#)14" WIDE MICROLLAMS BY TRUS JOIST OR EQUAL OR (#)2x12'S. ALL LVL'S SHALL BE INSTALLED FLUSH UNLESS SPECIFICALLY NOTED Citi g32aa ��+ OTHERWISE. SFDp 0FIrSE 202'S/16 INDICATES 2x12 WOOD JOISTS SPACED AT 16" O.C. INDICATES STEEL BEAM (SEE PLAN) scale 1/4111 =1'-0" INDICATES STEEL POST, SEE PLAN. drawing title INDICATES (2)2x6 WOOD POST OR (2)2x6+2x6 JACK POST ® AND WINDOWS, U.O.N. ON PLAN. PROVIDE SIMPSGN STRAP 'ST6224' TO WOOD OR LV'. BEAM FOUNDATION � IST FLOOR FRAMING PLAN INDICATES (3)2x8 WOOD HEADER, U.O.N. ON PLAN. drawing number INDICATES EXTERIOR PORCH DECK �® � LU W N W 0o W a w } v v QQCCCCrnrn gwo ) M co 2x6 @ 16" O.C. 2x6 @ 16" O.C. _ z T r- D E co� ZNN xA B C STUD BEARING D XE XA B C STUD BEARING X WALL WALL BELOW 3'-2 1/2" 12'-2" 12'-2" 5'-7 1/2" S-2 1/2„ 12'-2" 12'-2" 5'-7 1/2„ 6x4 WOOD OST U0 - - --- --- --- --- --- --- _ _ ---- x1 - -- - — -- — - - -- - --_-- - - - - x1 N Z Z N (aj 3» PLYWOOD N U N U ; \ I " PLYWOOD I; N I � F �LOORING "� 2 I _ I _ _ __ _ _I _/-ROOF SHEETING 10 2x6 @ 16" 0. STUD '- STUD BEARING I cn J-F HEADER ABOVE OPENINGWALL BELOW \ a �. 2x6 @ 16 O.C. F o p (SEE LEGEND) TYP. ; 2x6 @ 16" O.C. I p"'- N STUD BEARING I STUD BEARING l 2x6 16" O.C. I WALL x STUD'BEARING ' N 2x6 @ 16" O.C. WALL � ' WALL BELOW WALL BEARING z 1" t I,. „ \ ( / 11 "LVL'S_/16" _ U0 o 2 11 LVL'S( ) 4 1 LV S 16 , I d / , o „I 1,I I 3) 114 LVL'S (3) 11 LVL'S cV tV (2) 114" LVL'S q 2 1'1�" LVL' — 2 1111" LVL'S (4) 2x6 WOOD m 114 VL'S /16" 4 2x6 WOOD POST I POST TYP "� ' 1 1 „ OS LO I ' ) 2X 2® 6 8x4 WOOD POST ( 11' LVL S o o — 11 LVL' 114"L L'S 16" � L(2) 1 J"LVL'S ill' IVI01 I ' I I I SLOP T: 2x8 c@ 16" O.C. STUD, BEARING �D "� _ WALL. © 3" PL wooD ^ 2x8 @ 16" O.C. \ j I SLOPE F L00 II N �„ I STUD BEARING .— F N `. — (2) 11 d LVL S , WALL BELOW I �' w �, 2x6 @16" O.C. o � o \s III STUD EARING oU0 I ALL ELOW cn W I (3) 114" LVL'S N N ' — W10x26 BENT r' I I HSS5;X5x 3 TYP. HSS5X5x 8 TYP. I ( HSS5X5x 3 TYP. 8 HSS5X5x TYP. I I 8 \ , ' I I - -— - - ----- I I project DECROISSET HOUSE 2x6 @16" D.C. STUD BEARING WALL �I I `" I N I I I I' I 20 THIRD STREET \ NEW SUFFOLK, NY I I I I I III , o STRUCTURAL ENGINEER _ I J II I 8x6 WOOD POST ' I N 8x6 WOOD POST I � � I. N 18 WEST 21ST STREET,3RD FLOOR RODNEY D.GIBBLE CONSULTING ENGINEERS ITYP. ITYP. cn PLYWOOD I ( NEW YORK, NY 10010 I ' II I I , P.212-989-2853 HSS7X5xg BELOW F.212-989-4017 ROOF SHEETING TYP. .H11 � I I W1 Ox26 N I � , I o I I 2x6 © 16" O.C. F w KNEE:-STUD BEARING F o I WALL_ BELOW I issue/revisions I I I I , I BUILDING PERMIT SET 03 DEC 2014 I I of ' 2ND FLOOR FRAMING PLAN ROOF FRAMING PLAN SCALE: Y4=1'-O" SCALE: Y4=1'-0" 0 1 2 4 8 FT 0 1 2 4 8 FT LEGEND PLAN NOT ES NSW Y 1. SEE DRAWING S-200 FOR GENERAL NOTES S. DESIGN CRITERIA. O Gr INDICATES 2x6@16" O.C. (U.O.W) WOOD STUD WALL y p del 41 w/ "' PLYWOOD SHEATHING (SEE TYPICAL DETAIL 2. SEE DRAWING S-200 FOR NAILING SCHEDULE AND TYPICAL DETAIL. ON S-200 FOR NAILING REQUIREMENTS) c (#)114" LVL'S INDICATES (#)14" WIDE MICROLL/AMS BY TRUS r�0 v JOIST OEQUAL. SHALL BINSTALLED FLUSH UNLESS SPECIFICALLY F2s� pROFES 2x12'S/16 INDICATES 2x12 WOOD JOISTS &PACED AT 16" O.C. scale 1/411=1 114"LVL'S /16" INDICATES 114" LVL'S 2.0E GRADE ROOF JOISTS _V SPACED AT 16" O.C. drawing title INDICATES STEEL BEAM (SEE PLAN) 2ND FLOOR & ROOF FRAMING PLANS 0 INDICATES STEEL POST, SEE PLAN. drawing number INDICATES (2)2x6 WOOD POST (OR (2)2x6+2x6 JACK POST ® AND WINDOWS, U.O.N. ON PLAN.. ; ® � Q PROVIDE SIMPSON STRAP 'ST62,24' TO WOOD OR LVL BEAM I STRUCTURAL STEEL 1. ALL WORK SHALL CONFORM TO THE AISC "CODE OF STANDARD PRACTICE" , MARCH 7, 2000. GENERAL NOTEST X W w 2. OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FABRICATION O Q AND INSTALLATION PRIOR TO THE START OF WORK. PRECISE W r MEASUREMENTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. `r ~ • vLL v CODESto to 3. WIDEFLANGE SHAPES SHALL BE ASTM A992 GRADE 50. ANGLES, STRUCTURAL DESIGN CRITERIA Q o >0 r, N N DE OF NEW YORK STATE, 2010 EDITION ( "BCNYS" ). CHANNELS, AND PLATES SHALL BE ASTM A36. TUBES SHALL BE ASTM O M M 1. BUILDING CO A500, GRADE B. PIPES SHALL BE ASTM A53, GRADE B. NAILING SCHEDULE PER BUILDING CODE of NEW YORK STATE, 2010 EDITION ("BCNYS") ��>1I M m `�' T T 2. AMERICAN CONCRETE INSTITUTE ("ACI") "BUILDING CODE REQUIREMENTS Cn Z N N FOR REINFORCED CONCRETE" ACI 318-05. 4. BOLTS, NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF r LIVE LOADS ASTM A325. BOLTS SHALL BE 3/4 INCHES IN DIAMETER, U.O.N. 3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION ("AISC") "SPECIFICATION CONNECTION FASTENING LOCATION REF: BCNYS 2010 SECTION 1607 � FOR STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN AND 5. ALL WELDING ELECTRODES SHALL BE E70XX. FILLET WELDS SHALL BE PLASTIC DESIGN" , JUNE 1, 1989, INCLUDING SUPPLEMENT NO. 1, 2001. 1/4 INCH, U.O.N. JOIST TO SILL OR GIRDER 3 - 8d COMMON TOENAIL DWELLING AREAS 40 psf DECK 60 psf BCNYS TABLE 1607.1 4. AMERICAN FOREST & PAPER ASSOCIATION ("AF&PA") "NATIONAL DESIGN 6. ALL WELDING SHALL BE DONE BY NEW YORK STATE CERTIFIED WELDERS SPECIFICATION (NDS) FOR WOOD CONSTRUCTION% 2005 AND SHALL CONFORM TO AWS D1.1. BRIDGING TO JOIST 2 - 8d COMMON TOENAIL EACH END SNOW LOAD: GENERAL 7. SLAG SHALL BE REMOVED FROM ALL WELDS FOR INSPECTION. REF: BCNYS 2010 SECTION 1608 AND ASCE 7-05 SECTION 7 8. CUTTING OR ENLARGEMENT OF BOLT HOLES WITH TORCHES IS STRICTLY SOLE PLATE TO JOIST- 16d COMMON 0 16" O.C. TYPICAL FACE NAIL OR 1. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE PROHIBITED, OR BLOCKING GROUND SNOW LOAD Pg - 30 psf BCNYS FIGURE 1608.2 ARCHITECTURAL AND MECHANICAL DRAWINGS. IF DISCREPANCIES EXIST, NOTIFY ENGINEER BEFORE PERFORMING WORK. 9. MEMBERS MAY ONLY BE SPLICED WHERE SHOWN ON THESE DRAWINGS OR SOLE PLATE TO JOIST' OR 3 - 16d ® 16" O.C. BRACED WALL PANELS SPECIFICALLY DETAILED ON ACCEPTED SHOP DRAWINGS. BLOCKING AT BRACED( WALL PANEL BCNYS TABLE 1604.5 2. NOTES AND TYPICAL DETAILS APPLY TO ALL WORK UNLESS OTHERWISE IMPORTANCE FACTOR Is = 1.0 BLDG CATEGORY I NOTED. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS OF 10. ALL STEEL TO BE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE TOP PLATE TO STUD 2 -16d COMMON TOE NAIL TERRAIN CATEGORY C A SIMILAR NATURE AND VERIFY APPLICABILITY BY SUBMITTING SHOP CLEANED TO SSPC SP-3 AND RECEIVE TWO COATS OF TNEMEC EXPOSURE FACTOR PARTIALLY EXPOSED BCNYS TABLE 1608.3.1 DRAWINGS FOR REVIEW. "CHEM-BUILD". STUD TO SOLE PLATE: 4 -8d COMMON OR TOE NAIL Ce = 1.0 ASCE 7 TABLE 7-2 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS 2 -16d COMMON END NAIL OF THE JOBSITE AT ALL TIMES, INCLUDING THE SAFETY OF PERSONS AND STRUCTURAL WOOD FRAMING THERMAL FACTOR Ct = 1.1 ASCE 7 TABLE 7-3 PROPERTY. THE PRESENCE OF THE ENGINEER OR HIS REPRESENTATIVES AT TIBC TABLE 1608.3. HE JOBSITE SHALL NOT CONSTITUTE ANY RESPONSIBILITY FOR AT THE SAFETY OR FOR THE CONTRACTOR'S MEANS AND METHODS OF 1. U.O.N., ALL 2" AND 3" JOISTS, HEADERS AND RAFTERS SHALL BE DOUBLE OR TRIPLE STUDS 2 -16d ® 12" O.C. FACE NAIL CONSTRUCTION. DOUGLAS FIR-LARCH OR SOUTHERN PINE, S4S, NO. 2 OR BETTER. FLAT ROOF SNOW LOAD Pf = 33 psf ASCE 7 EQ 7-1 4. SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT 2. U.O.N., ALL SOLID TIMBER BEAMS AND POSTS SHALL BE DOUGLAS STRUCTURES DURING CONSTRUCTION IS THE SOLE REPONSIBILITY OF THE FIR-LARCH OR SOUTHERN PINE, S4S, NO. 1 OR BETTER. DOUBLE TOP PLATES 16d ® 16" O.C. TYPICAL FACE NAIL SLOPED ROOF SNOW LOAD Ps = 23 psf ASCE 7-02 EW 7-2 CONTRACTOR. ANY INFORMATION OR DETAILS PROVIDED HEREIN ARE 8 - 16d COMMON LAP SPLICES SUGGESTIONS ONLY. 3. U.O.N., ALL 2" AND 3" STUDS SHALL BE DOUGLAS FIR-LARCH OR 5. CHANGES OR DEVIATIONS FROM THESE DRAWINGS MUST BE SUBMITTED IN SOUTHERN PINE, S4S, STUD GRADE OR BETTER, FLOOD LOADS BLOCKING BETWEEN JOISTS OR 3 - 8d COMMON TOENAIL REF; BCNYS 2010 SECTION 1612 AND ASCE 7-05 SECTION 5.3 WRITING ON THE CONTRACTOR'S LETTERHEAD AND ACCEPTED BY THE 4. TOP AND BOTTOM PLATES SHALL BE DOUGLAS FIR-LARCH OR SOUTHERN RAFTERS TO TOP PLATE U, ENGINEER PRIOR TO THE START OF WORK. PINE, S4S, NO. 2 OR BETTER. BFE (BASE FLOOD ELEVATION) BFE = 8.0' 6. DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. RIM JOIST TO TOP PLATE 8d 0 6" O.C. TOENAIL 5. WHERE BEAMS OR HEADERS BEAR ON STUD WALLS, PROVIDE 7. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN MULTIPLE-STUD POSTS EQUAL TO THE WIDTH OF THE BEAM UNLESS THE FIELD AND SHALL BE RESPONSIBLE FOR ACCURATE INSTALLATION. OTHERWISE NOTED. DFE (DESIGN FLOOD ELEVATION DFE = 9.0 TOP PLATES ONLY FIELD-VERIFIED DIMENSIONS ARE TO BE USED FOR PREPARATION , LAPS AND 2 - 16d COMMON FACE NAIL INTERSECTIONS OF SHOP DRAWINGS. 6. SUBSTITUTION OF MULTIPLE-STUD POSTS FOR TIMBER POSTS (E.G. TWO FLOOD ZONE VE 8. DEFICIENT WORK SHALL BE REPLACED OR REPAIRED, AS DETERMINED BY 2x4'S INSTEAD OF ONE 44) IS STRICTLY PROHIBITED. THE ENGINEER, AT NO COST TO THE OWNER. CONTINUOUS HEADER, TWO 16d COMMON © 16" O.C. ALONG EDGES 7. MULTIPLE-STUD POSTS SHALL BE SPIKED WITH (2)10d NAILS 16" O.C. PIECES WIND LOADS 9. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR BCNYS 201C SECTION 1609 AND ASCE 7-05 SECTION 6 WATER/D AM PROOFING AND FIREPROOFING DETAILS AND REQUIREMENTS. 8. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL INTERIOR BEARING CEILING JOISTS TO PLATE 3 -8d COMMON TOENAIL WALLS. TREATED TUMBER PILES BASIC WIND SPEED (3 sec gust) 120 mph BCNYS FIGURE 1609 9. JOISTS AND BEAMS SHALL BE INSTALLED WITH THE NATURAL CAMBER CONTINUOUS HEADER TO STUD 4 - 8d COMMON TOENAIL _ 1. PILES SHALL HAVE MINIMUM TIP AND IBUTT DIAMETERS OF 8' AND 12" UP, IMPORTANCE FAC-OR Iw = 1.0 BCNYS TABLE 1604.5 RESPECTIVELY, CONFORM TO ASTM D25 TABLE 2, AND BE PRESSURE BLDG CATEGORY I TREATED WITH PRESERVATIVES IN ACCORDANCE WITH AWPA C3. 10. CROSS BRIDGING SHALL BE PROVIDED AT 8-011 O.C. MAX. FOR ALL CEILING JOISTS, LAPS; OVER 4 - 16d COMMON FACENAIL - JOISTS WITH SPANS GREATER THAN 12'-0". LOADBEARING PARTITIONS EXPOSURE CATEGORY C BCNYS SECTION 1609.4 2. TIMBER PILES SHALL BE DRIVEN TO A MINIMUM ALLOWABLE LOAD ASCE 7 SECTION 6.5.6.1 CAPACITY OF 20 TONS AND SHALL E)«TEND A MINIMUM OF 15' BELOW 11. SOLID BLOCKING SHALL BE PROVIDED AT MIDSPAN FOR ALL RAFTERS CEILING JOISTS TO PARALLEL 4 - 16d COMMON FACENAIL THE BOTTOM OF PILE CAPS/STRAP BEAMS. WITH LENGTHS UP TO 16 FEET AND AT 8'-0" O,C. MAX. FOR LONGER RAFTERS MAIN WIND FORCE RESISTING SYSTEM APPLIED TO HORIZONTAL 3. PILE CONTRACTOR SHALL BE SOLELY (RESPONSIBLE, AND TAKE WHAT LENGTHS. PROJECTION OF BLDG SURFACES 12. SOLID BLOCKING SHALL BE PROVIDED AT MIDHEIGHT FOR ALL EXTERIOR RAFTER TO PLATE 3 - 8d COMMON TOENAIL WALLS - EAST/WEST ±35 psf AND ADJACENT PROPERTIES. project EVER STEPS NECESSARY, TO PROTECT AND AVOID DAMAGING EXISTING WALLS AND INTERIOR BEARING WALLS. -- WALLS - NORTH/SOUTH 130 psf DECROISSET HOUSE 4. AS-INSTALLED LOCATION OF PILES SHALL BE DETERMINED BY SURVEYROOFS - EAST/WEST 131 psf AND SUBMITTED TO ENGINEER FOR REVIEW. FOUNDATIONS HAVE BEEN 13, FLOOR SHEATHING SHALL BE WARMBOARD-S. WARMBOARD-S PANELS BUILT UP CORNER STUDS 2 - lOd COMMON 24" O.C. ROOFS - NORTH/SOUTH 122 psf DESIGNED FOR AN INSTALLATION TOLERANCE OF 4' SURVEY SHALL SHALL BE 4'-8' PLYWOOD, TONGUE AND GROOVE, WITH A THICKNESS OF _ --- 20 THIRD STREET CLEARLY INDICATE DEVIATIONS FROM INTENDED LOCATIONS WITH ALL 1-1/8". GLUE AND NAIL SHEATHING WITH 10d COMMON NAILS AT 6" PILES EXCEEDING TOLERANCE CLEARLY IDENTIFIED. ALONG PANEL EDGES AND AT 12" IN THE FIELD U.O.N. ON THESE BUILT UP GIRDER AND BEAMS SEE DETAILS ON THESE DRAWINGS _ NEW SUFFOLK, NY DRAWINGS. CAST4N-PLACE CONCRETE 14. ROOF SHEATHING SHALL BE 5/8" APA 40/20 SPAN-RATED SHEATHING, COLLAR TIE TO RAFTER 3 -10d COMMON FACE NAIL NEW WOOD FLOOR STRUCTURAL ENGINEER EXPOSURE 1. NAIL SHEATHING WITH Sd COMMON NAILS AT 6" ALONG OR ROOF JOISTS RODNEY D.GIBBLE CONSULTING ENGINEERS 1. ALL CONCRETE WORKS SHALL COMPLY WITH ACI 301 'SPECIFICATIONS PANEL EDGES AND AT 12" IN THE FIELD U.O.N. ON THESE DRAWINGS. PER FRAMING PLANS 18 WEST 21ST STREET,3RD FLOOR FOR STRUCTURAL CONCRETE FOR BUIILDINGS" . WORK SHALL ALSO JACK RAFTER TO HIP 4 -lOd COMMON TOE NAIL NEW Y R 0010 CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS OF THE 15. EXTERIOR WALL SHEATHING SHALL BE C-D GRADE OR BETTER WITH A FOLLOWING ACI DOCUMENTS: 305R, 3106.1, 306R, 211.1, 211.2, 214, 304R, MINIMUM WALL THICKNESS OF 3/4" . NAIL SHEATHING TO FRAMING WITH P.2112-99889-2853 1 F.212-989-4017 304.2R, 304.5R, 309R, 308, 302.11R, !SP-66, 117, 347R. 8d GALVANIZED BOX NAILS AT 6" ALONG PANEL EDGES AND AT 12" IN THE FIELD U.O.N. ON THESE DRAWINGS. ROOF RAFTER TO 2x 4 - 16d COMMON TOE NAIL 2. SHOP DRAWINGS FOR ALL REINFORCING SHALL BE PREPARED IN RIDGE NAILER OR BEAM ACCORDANCE WITH THE ACI DETAILING MANUAL AND SUBMITTED FOR APPROVAL PRIOR TO THE START OF )WORK. CONSTRUCTION JOINTS AND 16. U.O.N., PROVIDE -SIMPSON H2.5" 'S OR APPROVED WIND ANCHORS AT CLEAR COVER AT ALL LOCATIONS SHALL BE CLEARLY SHOWN. SUPPORTS FOR ALL RAFTERS OR ROOF JOISTS. JOIST TO RIM JOIST 3 - 16d COMMON FACE NAIL 3. CONCRETE MIXES SHALL BE PREPARED IN ACCORDANCE WITH THE NY 17. STEEL HANGERS SHALL BE USED TO JOIN JOISTS, RAFTERS, HEADERS STATE BUILDING CODE AND SUBMITTED FOR REVIEW AT LEAST 14 DAYS AND BEAMS TO OTHER MEMBERS AT FLUSH-FRAMED CONDITIONS. U.O.N., LEDGER STRIP 3 - 16d COMMON FACE NAIL 2x BLOCKING SAME DEPTH AS JOISTS. PRIOR TO THE PLACEMENT OF CONCRETE. HANGERS SHALL BE OF A SIZE SPECIFICALLY DESIGNED FOR THE MEMBER SUPPORTED. � STAGGER POSITION 4. �..O.N., ALL CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM - 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI AND A MAXIMUM FLOOR SHEATHING SEE DETAIL ON THESE DRAWINGS AS SHOWN. 18BOLTS USED IN WOOD-FRAMING CONNECTIONS SHALL BE ASTM A307 VIATER/CEMENT RATIO OF 0.50 BY WEIGHT. ALL CONCRETE EXPOSED TO . EARTH OR WEATHER SHALL BE AIR ENTRAINED. EXTERIOR OTHERWISE NOTED. ISSUe/reV1510nS EXTERIOR WALL AND 8d COMMON GALVANIZED 8 O.C. AT EDGES 5. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO 19. "LVL" DENOTES 1-3/4" WIDE '1.9E MICROLLAM LVL' BEAM ROOF SHEATHING 12" O.C. IN FIELD SPIKE w/ 16d NAILS: BUILDING PERMIT SET 03 DEC 2014 ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO MANUFACTURED BY TRUS JOIST CORP, OF THE DEPTH INDICATED. 3-HIGH FOR 12 JOISTS THE STANDARDS OF ASTM A185. 7. ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE 20. ALL MANUFACTURED LUMBER SHALL BE HANDLED AND INSTALLED IN (SHOWN), 2-HIGH FOR 8" PLACING CONCRETE, IF NECESSARY, ADDITIONAL BARS SHALL BE ACCORDANCE WITH THE TRUS JOIST'S RECOMMENDATIONS, & 10" JOISTS PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT. 8. LOCATION OF ALL CONSTRUCTION JOINTS NOT SHOWN IN THESE ABBREVIATIONS USED ON DRAWINGS DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR " WOOD JOISTS WOOD STUDS, TYPICAL DETAIL OF SOILD BLOCKING FOR JOISTS 1. U.O.N. DENOTES "UNLESS OTHERWISE NOTED I I I I I I I I I I POSTS OR PROVIDE SOLID BLOCKING AT CENTER OF ALL SPANS 10 BEET OR MORE TO DETAILING OF REINFORCEMENT. ENGINEER MAY REQUIRE ADDITIONAL PLYWOOD I I I I I, I I I REINFORCING AT SUCH JOINTS. SEE NOTES I I I I I I I I I I I I I I I I I' I I I ROOF RAFTERS AND UNDER BEARING WALLS. 2. V.I.F. DENOTES "VERIFY IN FIELD" . I I I I I PLYWOOD I 9. UNLESS OTHERWISE NOTED, ALL SLABS SHALL BE FINISHED PER ACI 301. SEE NOTES I I I I I 11 I I I I I I 10. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS, 3• (N) DENOTES -NEW" . I I I I I I I I I I I I I I I I I I I I I I I I U.O.N. ON THESE DRAWINGS: I� II II II II I� II II II II 11 II II 11 4. (E) DENOTES "EXISTING" . STAGGER EN I I I I I I I I I I I I I I; I I I I CONCRETE POURED AGAINST EARTH...........................S' STAGGER END JOINTS I I I I I I I I I I I I I I I I I I I I I I I I I 11 CONCRETE EXPOSED TO EARTH OR WEATHER 5. T.O. DENOTES "TOP OF". PANEL i I I I I I I I I I I I I I I I I I I I I I I I IIII I II II III FASTEN EDGES #5 OR SMALLER................................................1-1/2" II IIII 'III I I IIII 1II II II SPIKE IVL'S AN' 6. F.O. DENOTES "FACE OF". PER SCHEDULE #6 OR LARGER...................................................2" WOOD JOISTS EW y " i I I II TOGETHER W/ TWO CONCRETE t9a EXPOSED TO EARTH OR WEATHER: 7. E.W. DENOTES "EACH WAY FASTEN FIELD FASTEN FIELD LVL'S GtQQ9/i- 1I I I I I 11 I PER SCHEDULE I I II I I I II II I IPER SCHEDU LE ROWS OF 16d NAILS II � I (SEE SPIKE LVL'S TOGETHER W COLUMNS (TIES AND MAIN REINF.)..................... 1-1/2" 8. E.F. DENOTES "EACH FACE". 12 O.C. AS SHOWN PLAN)EDGES II (3 ROWS) 16d NAILS @ 12" CLEAR COVER SHALL BE EXPLICITLY SHOWN AND NOTED ON ALL PER SCHEDULE I I I I I I I I I I I I I I I I I O.C. AS SHOWN OR 2 ROWS REINFORCING BAR SHOP DRAWINGS. 9. T&8 DENOTES TOP AND BOTTOM . I WOOD L"o THRU BOLTS AT 16" O.C. * 2 JOISTS _ 2 11. DIMENSION "LD" AS NOTED ON DRAWINGS SHALL BE AS SPECIFIED IN 10. CLR DENOTES CLEAR COVER FOR REINFORCING BARS. (SEE A TABLE(S) ON THESE DRAWINGS. v N � NOTE: ALL JOISTS SHALL RECEIVE A CONTINUOUS BEAD OF PLAN) NEW LVL � ' " S s� 632 \O�a 12. ALL LAP SPLICES SHALL BE 1.3LD UNLESS OTHERWISE NOTED. 11. C.J. DENOTES CONSTRUCTION JOINT". CONSTRUCTION ADHESIVE ('LIQUID NAILS' OR EQUAL) (SEE PLAN) °p oFcsS 12. E.J. DENOTES "EXPANSION JOINT". IMMEDIATELY BEFORE INSTALLATION OF PLY. NAILING SCHEDULE scale 13. S.S. DENOTES "STAINLESS STEEL". NAILING SCHEDULE LOCATION NAILS SPACING N.T.S FIELD 10d COMMON 6 14. LLV DENOTES "LONG LEG VERTICAL" . LOCATION NAILS SPACING t2� LUMBER (2) LVL'S (3) LVL'S FIELD 10d COMMON 12" EDGES 10d COMMON 3" SPIKE ALL MULTIPLE-PIECE MEMBERS AS SHOWN UNLESS NOTED OTHERWISE drawing title 15. CP DENOTES "COMPLETE PENETRATION GENERAL NOTES, DESIGN EDGES 10d COMMON 6" * INCLUDING ALL WOOD POSTS EVENCRITERIA, NAILING SCHEDULE IF NOT AT PANEL EDGE TYP. BEAM AND HEADER SPIKING DETAIL AND TYPICAL DETAILS NO SCALE TYP. DETAIL OF PLYWOOD TYP. DETAIL OF PLYWOOD drawing number FLOORING WALL & ROOF SHEATHING NO SCALE NO SCALE LU N W 00 � r S OR 14 UJ (I� (1 LU M M 0) f5N N_ CO z N N 3 � • � � S-201 � ° 4#8 EPDXY 14" m REINFORC � COATED D01'VELS CONCRETE PIER a ° FINISH LUGRADE J CL c0 V) C14 0Z 14' - — —i z —iii— � EP XY #412" 0.C. COA EDOBARS ° #4@12" O.C. !. .• EPDXY COATED T&B ° d EPDXY COATED 0 •d . d4 I 01-1- 4#8 EPDXY a CONCRETE ,L COATED BARS ° d o d � ° 4 IE CN e d . a TYPICAL CONCRETE PIER 3 I-- — —7 REINFORCEMENT DETAIL s-2o d dl _ NO SCALE 24"x30" 21-6's CONCRETE CAP GRADE BEAM TIMBER PILE (SEE PLAN) TYPICAL CONCRETE CAP REINFORCING DETAIL s-2o NO SCALE project DECROISSET HOUSE 14" 0 REINFORCED CONCRETE PIER —� 20 THIRD STREET NEW SUFFOLK, NY STRUCTURAL ENGINEER RODNEY D.GIBBLE CONSULTING ENGINEERS PERPENDICULAR GRADE 18 WEST 21ST STREET,3RD FLOOR LINE OF GRADE BEAM REINFORCING LINE OF GRADE NY 10010 BEAM BEYOND STIRRUPS SEE CONTINUOUS TOP BEAM BEYOND STIRRUPS NEW YORK, (SEE 1/S-201) P.212-99889--28532853 TYP. TYPICAL DETAIL REINFORCING TYP. (SEE 1/S-201) F.212-989-4017 (SEE 1/S-201) d ° d d ° d . d d a ° ° ° ° d ° d ° °d ° d ° ° d ° a d —A a ° issue/revisions FILE CAP SEE PLAN —f' d "� ° 6 & TYPICAL DETAIL. a I ° ° a I a d ° 4 MI N. a d a 03 DEC 2014 . ° a a ° o d d d d BUILDING PERMIT SET d TYPICAL 2" TYP. ice-- 2" TYP, FROM FACE BOTTOM REINFORCING FROM FACE FROM FACE TIMBER PILE F PILECAP (SEE 1/S-201) OF PILECAP OF PILECAP (SEE FOUNDATION PLAN) TI",i&ER PILE TYPICAL SECTION THRU 2 GRADE BETA S-2o NO SCALE F NEW YORE GIBp W �rF PROFE�'�` scale AS NOTED drawing title SECTIONS drawing number 2 x1 2 x1 3'-2 1/2" 3'-2 1/2" xA xA xA 2x6 STUDS 2x8 STUDS (SEE PLAN) (SEE PLAN) o zz WOOD POST 2x6 STUDS PLY " PLY w fL PROVIDE SIMPSON CS18 x (SEE PLAN) SEE PLAN 2x8 STUDS 40" LONG @ 32" O.C. AND Q Q (SEE PLAN) ALL CORNERS & 'MSTC48B3' `n M co PLY " PLY PLY AT ALL POSTS N N 4" PLY 4" PLY 2x12 BLOCKING 2x12 BLOCKING 2x12 BLOCKING r' c=n Z N N © 48" O.C. (2)2x8 PLATE ® 48" O.C. (2)2x6 PLATE (2)2x6 PLATE � 48" O.C. (2)2x8 PLATE SIMPSON STRAP 2x4 SQUASH BLOCKS 'ST6224' EA. SIDE PROVIDE SIMPSON 'CS18' x PROVIDE SIMPSON 'CS18' x ® 16" O.C. (TYP.) BLOCKING BLOCKING SIMPSON CS18 x » » 7 „ ,. - PROVIDE SQUASH • 40” LONG ® 4'-0" 40 LONG ® 32 O.C. AND 40 LONG ® 32 O.C. AND BLOCKS AT POSTS IN / 3 i ALL CORNERS & 3" 4 WALL EQUAL TO SIZE NEXT JOIST ,�_F___-- 4 ALL CORIJ�RS & 3_�� NEXT JOIST AND ALL CORNERS 4 PLY 'MSTC48B3' AT ALL POSTS PLY MSTC48B3 AT ALL POSTS PLY OF POST ti WOOD OR LVL (3) 2x12'S (SEE WOOD OR LVL 3 111" LVL'S WOOD OR LVL •o• RIM BOARD RIM BOARD FLOOR JOIST ( ) � PLAN) SPIKE PER FLOOR JOISZ (SEE PLAN SPIKE FLOOR JOTS RIM BOARD L/ (SEE PLAN) ) (SEE PLAN) 3" 00001 x12 GA. STRAP AT MICROLLAM LVL 3"x12 GA. STRAP AT MICROLLAM LVL TYP. DETAIL (SEE PLAN) PER TYP. DETAIL a a CANT. FLOOR J I STEEL BEAM �— CANT. BEAM (SEE STEEL BEAM STEEL BEAM "** EA. JOIST w/ (5)10d PLAN) EA. JOIST w/ (5)10d (SEE PLAN) BEYOND BEYOND BEYOND BOX NAILS, ALTERNATE BOX NAILS, ALTERNATE ORIENTATION ORIENTATION STEEL BEAM STEEL BEAM FINISH (SEE ARCH.) FINISH (SEE ARCH.) FINISH (SEE ARCH.) FINISH (SEE ARCH.) STEEL BEAM FINISH (SEE ARCH.) L '' SECTION SECTION "0 SE 5 4 SECTi ION 3 SECTION 2 SECTION U0 D xE 5 x6 4"x12 GA. STRAPS PROVIDE 16" MIN. 5'-72" f 6'-9" - w/ (5)10d BOX OVERLAP OF JOIST! BLOCKING I NAILS TO JOIST IF NO CONT. i HANDRAIL I HANDRAIL 2x6 STUDS (SEE ARCH (SEE ARCH 4" PLY �� NEXT JOIST (SEE PLAN) " PLY--\ DWGS) DWGS) i WOOD OR LVL ' (3) 11 LVL'S OR T (2)2x6 PLATE II .��CURTAIN WALL ARCH. DRAWINGS)FLOOR JOIST 2x12'S (SEE PLAN) 3„ (SEE PLAN) 47 PLY B DETAIL B SPIKE PER TYP, PROVIDE SIMPSON 'CS18' x 40" LONG @ 32" O.C. ANDI I „ STEEL BEAM 2x10 FLOOR JOIST L 2" (SEE PLAN) 4" PLY ALL CORNERS & @16" O.C. 11'-8" MINIMIM OVERLAP OF JO STS 5 —10 a 'MSTC48B3' AT ALL POSTS (SEE PLAN) BLOCKING 1" NON—SHRINK GROUT- = : FINISH (SEE ARCH.) '^ `— --- -- -- project ° � 12"x7"xi" PLATE I F + DECROISSSET HOUSE I ■ ■ NEXT JOIST ■ i (2)1"o" ANCHOR BOLTS ' _MAtt 114' (2) 2x10'S + + + + + RIM BOARD 20 THIRD STREET �k WITH 4 HOOKS. NEW SUFFOLK, NY 10d NAILS & 6" O.C.J 2x10 CANT. FLOOR WOOD° a FLOOR ORLVLSTEEL BEAM (SEE PLAN) JOIST JOIST STRUCTURAL ENGINEER CUT STEEL BEAM STAGGERED REINFORCED CONCRETE PIER (SEE PLAN) (SEE PLAN) RODNEY D.GIBBLE CONSULTING ENGINEERS J (SEE FOUNDATION PLAN) d d a a"x12 GA. STRAP AT 18 WEST 21ST STREET,3RD FLOOR EA. JOIST w/ (5)10d NEW YORK, NY 10010 I BOX NAILS, ALTERNATE I STEEL BEAM FINISH (SEE ARCH.) P.212-989-2853 FINISH (SEE ARCH.) ORIENTATION F.212-989-4017 REINFORCED dD CONCRETE PIER 14" I I SECTION 7 I SECTION 6 REINFORCED SECTION $ — x CONCRETE PIER issue/revisions BUILDING PERMIT SET 03 DEC 2014 REINFORCED CONCRETE PIER TYP. (SEE FOUNDATION PLAN) a 77 12"x7"x " PLATE + STEEL BEAM (SEE PLAN) BASE I'tax56112 TYP. HSS7x5 STEEL POST w/ (4) 4" 0 A325 BOLTS 4 (SEE PLAN) DETAIL A W I I CSE yo TYP. I I a" PLY 1,.=1'-0" p. G1 z 4t 00a I I HSS5x5 �Q y GUSSET Rg A A(SEE PLAN) Cf) CC z �,,,v- I I I I V BASE Rex52x112� a� z r I I R x7x18 w/ (8) 3,,0 1 11 I I w/ (4) 4" 0 A325 BOLTS ry I A325 BOLTS I I s 32 r'P 1 NON—SHRINK GROUT 3 x3 x PLATE F4pR FESS\O 14" (TYP.) 2' 2, 4„ 2' 4„ , STIFF Rg ' 2 1"0 ANCHOR BOLTS A. SIDE WITH 4 HOOKS. STIFF. EA. SIDE scale AS NOTED DETAIL g STEEL BEAM � TYP. \—STEEL BEAM (SEE PLAN) 4 (SEE PLAN) drawing title SECTIONS SECTION 10 SECTION 9 drawing number