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o`psuEFntkc4a, Town of Southold 11/10/2021 a P.O.Box 1179 0 4J ; 53095 Main Rd 4,1 ,ap�,,� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42516- Date: 11/10/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5250 Vanston Rd,Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.40-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/19/2019 pursuant to which Building Permit No. 44065 dated 8/13/2019 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: additions and alterations, including deck,to an existing guest cottage as applied for per ZBA#7243, dated 3/14/2019. The certificate is issued to Vanston Bear LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0096 10/21/2021 ELECTRICAL CERTIFICATE NO. 44065 7/14/2021 PLUMBERS CERTIFICATION DATED 7/15/2021 Ni ullas ze ignature F TOWN OF SOUTHOLD BUILDING DEPARTMENT N 2 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT-MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44065 Date: 8/13/2019 Permission is hereby granted to: Vanston Bear LLC c/o The Ayco Company PO BOX 425 - Saratoga Springs, NY 12866 To: make additions and alterations to an existing guest cottage as applied for per ZBA, SCHD, DEC, and Trustee Approvals. At premises located at: 5250 Vanston Rd SCTM.#473889 Sec/Block/Lot# 111.-10-14 Pursuant to application dated 7/19/2019 and approved by the Building Inspector. To expire on 2/11/2021. Fees: ACCESSORY $622.00 CO -ACCESSORY BUILDING $50.00 Total: $672.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1'. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 -7 Date. Z/� New Construction: V Old or Pre-existing Building: (check one) Location of Property: �j a V 1411-,-,l A- A 'w C aJ S� House No. Street Hamlet Owner or Owners of Property: V-W-Sir� L L(-- Suffolk County Tax Map No 1000, Section_ Block /0 Lot Subdivision (� Filed Map. Lot: Permit No. -lQ� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 6D i Y :-lpphcant Signature pF SO�Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlinO-town.southold.ny.us Southold,NY 11971-0959 olyCDUM'1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Vanston Bear LLC Address: 5250 Vanston Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 44065 Section: 111 Block: 10 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MD Electric License No: 4925ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceiling Fixtures 6 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures $ Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 1 Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 14 4'LED Exit Fixtures Pump Other Equipment: Cooktop, Hood, Fridge, W/D, Oven, 200A Panel 42 Citrcuit - 27 Used Notes: Carriage House ( Cottages) Inspector Signature: Date: July 14, 2021 S.Devlin-Cert Electrical Compliance Form ;rf f1o��QF SO(/Tj/o1�5, Town Hall Annex 54375 Main Road "X Telephone(631)765-1802 P.O.Box 1179 r 1 Fax(631)765-9502 Southold,NY 11971-0959 <irc�rlflJf L 7 U \�/I L I 1 BUILDING DEPARTMENT TOWN OF SOIUTHOLD JUL 15 2021 BURT:t' ING r.G:P'T; Too CERTIFICATIION- Date: Building Permit No. Owner: Y.Am � (Please prints), Plumber: (Please print) lead. I certify that the solder used in the water supply system contains Iess than 2/10 of 1% I (PIumbers Signature) Sworn to before me this 1 5 day of SIG , 20_`k- Jacob M.Grier NOTARY PUBLIC,STATE OF NEW YORK Registration No,OIGR6399126 (�J _ Qualified in Suffolk County Commission Expires October 15,20X Notary Public, 0 U OF SOUIyo * # TOWN OF SOUT-HOLD BUILDING DEPT. co 765-1802 INSPEC, -. 10.N [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. 1410wvK6. [= ] FOUNDATION 2ND [ } INSULATION/CAULKINQ1oO [ ] FRAMING /STRAPPING [ ] FINAL Dw ] -FIREPLACE & CHIMNEY - [ " ] FIRE'SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ]: FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -Wpm d� �( 0 DATE �� INSPECTOR ho��OE SO//l�,°� # # TOWN OF.SOUTHOLD BUILDING DEPT-0 - co 765-1802 [N-SPECrON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ -]' FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL- (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O REMARKS: v6Lm V(?5vw �f lo�� OVIZ DATE 1l1q1w INSPECTOR qqoo� laf SOpI�,° # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATIONA ST [ ] ROUGH PLBG. VU NDATION 2ND INSULATION/CAULKING AMING /STRAPPING [ ] FINAL `] FIREPLACE &-CHIMNEY. j j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION y [ ] ELECTRICAL (ROUGH) [ ] ;ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR ��Of SOGIy� L V V ��� V AW f-O/V G`�D �o �o # # -TOWN OF SOUTHOLD BUILDING DEPT. �ycnurm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST n [ ] ROUGH PL13G. [ ] .FOUNDATION 2ND"- [ ']• INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL _ [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION` [ }.-FIRE RESISTANT CONSTRUCTION j ] `FIRE RESISTANT�PENETRATION_ j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ire Tom jg'p�s- ®vI r- �r % ,r-ruc-ram ti ,ems T- DATE -INSPECTOR qqO�� �Of SOl¢ho� # # TOWN OF SOUTHOLD BUILDING DEPT. co ��'�� 765-1802 INSPECTION [ FOUNDATION 1ST [ ] UGH PLBG., [' ] :FOUNDATION 2ND [ vj INSULATION/CAULKING- [ ] FRAMING/STRAPPING - [ ] FINAL [ ] FIREPLACE & CHIMNEY ` [ ]" FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION _ [ } ELECTRICAL (ROUGH)` [ ] ELECTRICAL-(FINAL) - [ ] CODE VIOLATION [ ] PRE C/O REMA KS: DATE , -INSPECTOR "Wl rjf SO(/tyo� # ,TOWN OF SOUTHOLD BUILDING DEPT. ��cnuKn ' 765-1802 INSPECTION: [ ] FOUNDATION 1ST [ ] ROUGH PLBG.' [ ] FOUNDATION 2ND [ ] INSULATION/CAULKINGco [ ] FRAMING /STRAPPING [FINAL }'C,C " [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION " ] FIRE RESISTANT CONSTRUCTION [ - ] FIRE RESISTANT PENETRATION [ ]: ELECTRICAL (ROUGH) [ ], ELECTRICAL (FINAL) [ ] CODE VIOLATION [ '] PRE C/O R MARKS: ft) W *7-t11.0eC/ J�vv'kf(C." Cam, 'X:Woc C.� , T ✓l �-( � 0Ca DATE. INSPECTOR %. F v v 14 f-3,014 �o��Of SO(/TyO6 ti ` V o�J .6 v N # # TOWN OF,SOUTHOLD BUILDING DEPT. °`y�utm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ -] .INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] .ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: CL 1: DATE INSPECTOR a SODTyO ✓ � � - - f # TO N OF SOUTHOLD BUILDING DEFT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [< ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION x PRE C/O REMARKS: DATE INSPECTOR �< . NEW YORK , � (BUILDIN.G - TCCAJdGLOGY GPOUP Affidavit Of 2020 NYECCC Compliance Date: 7/29/2021 Inspection Address: 5250 Vanston Road-Barn-Cutchogue NY This is to Certify that on 7/28/2021 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and,Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM E1827 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1666 Blowe0oor Test Result: 555 Conditioned Volume: 15336 Leakage in ACH50: 2.17 zi 70—W 402.4.1.2 2020 NYECCC Compliance: PASS 403.3.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: EXEMPT Leakage CFM@25: Supply R-value: EXEMPI Return R-value EXEMPT System 2: EXEMPT Leakage CFM@25: Supply R-value: EXEMP1 Return R-value EXEMPT System 3: EXEMPT Leakage CFM@25: Supply R-value: EXEMPI Return R-value EXEMPT Total Combined Leakage: 1 0 CFM@25 Leakage Limit: 1 66.64 JCFM@25d EXCETPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3.2 2020 NYECCC Compliance: I PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 148SO Provider ID#: 1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project, the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third art Inspectors(Raters),New York Building Tech o 1!Rio @ i g Y• ) P party P ( ) r r employees shall avoid conflicts of interest with regard to its professional activit e . n 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 NOV 1 2021 Telephone: 631495 0289 Fax: 631 509 4538 Email: NYBTGTB@gmail.com BUILDPNG DEPT. TOIN"N OF SOUTHOLD 2015 IECC Certificate 5250 Vanston Carriage House Building Envelope Insulation Ceiling: Above Grade Walls: Foundation Walls: Exposed Floor: Slab: Window Data U-Factor SHGC Mechanical Equipment Heat: AFUE= Type: Cool: SEER= Type: DHW: EF= Type: Builder or Design Professional Signature: Building Envelope Testing Infiltration: 657 CFM50 Infiltration Volume: 13467 Ductl Within Env Duct2 Duct3 Duct4 Total Duct Leakage HERS Rater Signature: Thomas Baccarella Rater#: 3587347 New York Building Technology Group Test Date: 02/05/2021 D NOV 1 20 1 vy w Pi Tf� '7 TAn PLEASE READ This is your compliance certificate. In accordance with NYS code, this decal should be placed on or near the electrical panel or in the utility room near the boiler. Our inspector filled out all information that was relevant for our inspection. Please have the appropriate contractor fill out any remaining information before installing. Instructions from the IECC R401 .3: A permanent certificate shall be completed by the builder or registered design professional and posted on a wall in the space where the furnace is located, a utility room or an approved location inside the building. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. < ► e a FIELD INSPECTION REPORT DATE COMMENTS o � � o FOUNDATION(1ST) C y U 1� -------------------------------------- FOUNDATION(2ND) ILI _ �0 V! O N � y ROUGH FRAMING& PLUMBING ` ta. I j INSULATION PER N.Y. W�y � y STATE ENERGY CODE �'W 1 �D✓� T Ai/I. '+'O GO m OF O-Aftoo,-44,ft FINAL t O ADDITIONAL COMMENTS I S `C _ C q 2� Roue,44c r in 0 a � C �r 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 y TEL:(631)765-1802 Planning Board approval ✓ FAX:(631)765-9502 q�/I 06 — Survey t/ Southoldtownny.gov PERMIT NO. Check ✓ s0 fi Septic Form ✓ N.Y.S.D.E.C. Trustees 1 C.O.Application Flood Permit Examined 20 1 9 2019 Single&Separate Truss Identification Form Storm-Water sessmentForm Conta Approved 120� ��iI Mail to: t �f/�U Disapproved a/c ,�+ '�C3 J. lkaac 1•�' "1 Phone: t� Expiration 0 `�Dhr► ��1 • ��{•°115� ����,JUI� pecto APP TION FOR ING PERMIT Date: 2019.07.08 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and 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) Greystone Administration,48 Fairlawn Drive,Montauk NY 11954 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder N of owner of premises Vanston Bear LLC If a p'cant is a )orgtLon,signqture of duly thorized officer (Name and title of corporate office Builders License No. a Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 5250 Vanston Road Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 111 Block 10 Lot 14 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential—seasonal cottage-existing 3 bedroom,2 bath summer cottage b. Intended use and occupancy Single Family Residential—seasonal cottage-3 bedroom,3.5 bath season cottage. 3. Nature of work(check which applicable):New Building Addition Alteration X Repair X Removal Demolition x Other Work Renovating interior of existing carriage house,filling in existing covered 120sf porch to add to carriage house volume with wood and glass sliding doors.Re-roofing with Standing Seam Metal,replacing siding with stained vertical t&g cedar,and adding and relocating new windows/doors to existing fagade.repairing/replacing existing carriage house stall doors with cedar clad doors,removing existing chimney,adding at grade(within 1-3"of existing grade)deck off new filled in porch volume. (Description) 4. Estimated Cost—$275,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 48'-0"Rear 48'-0"Depth 24'-0" Height—15'-0"Number of Stories 1+attic Dimensions of same structure with alterations or additions:Front SAME Rear SAME Depth SAME Height SAME Number of Stories SAME 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front 751'Rear 1130.12 Depth 592.42 10.Date of Purchase Feb 3,2017 Name of Former Owner Glendalough Properties,Inc 11.Zone or use district in which premises are situated r-40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES X NO 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES_NO X 14.Names of Owner of premises Vanston Bear LLC Address 5250 Vanston Road,Cutchogue,NY,11935Phone No.(631)-848.7730 Name of Architect Lake I Flato Architects Address 31131 St,San Antonio,Tx,78205 Phone.No 210.227.3335 Name of Contractor GREYSTONE ADMINISTRATION 48 Montauk Drive 910.279.0650 JOHN SCIALES Address Montauk New York 11954PhOne NO. (631.80 ETTE DAVIS) 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X NO IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES X NO IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sw o fore me thi day of 20� I Notary Pu c Signature of Applicant NATASHA S GOMES N�t€ary Rublic,State of New York Rog.No.01 0006205426 Gualffled in Suffolk Coun Conimission Expires 6/29/2 � ... 47 Vanston Bear,,LLC 5250 Vanston Rd Cutchogue, NY 11935 hero �. ,,: Paulette Davis Of Greystone Admin ,LLC , _ : 7/22/19 Andrew E. Beck - �ii, vzes. 4 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 20, 2018 TO: Vanston Bear LLC 5250 Vanston Road Cutchogue,NY 11935 Please take notice that your application dated August 21, 2018 For permit to demolish an existing single family dwelling and build a new single family dwelling, construct an accessory garage/barn construct an accessory in-ground swimming pool and make alterations to an existing "carriage house"at Location of property 5250 Vanston Road, Cutcho ugue,NY County Tax Map No. 1000—Section I I I Block 10 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed alterations to the existingcarriage arriage house are not permitted pursuant to pursuant to Article III, Section 208-13.A., "Permitted Uses." "(1)One-family detached dwellings not to exceed one dwelling on each lot." The proposed construction constitutes a second dwelling unit in the accessory building. Furthermore the proposed single family dwelling construction is not pennitted pursuant to Article XXII Section 280-116 A. (1), which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The construction note ck of 35 feet from the to of bluff, at its closest point. Signature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Cc: File, ZBA BOARD MEMBERS Southold Town Hall Leslie Karres Weisman,Chairperson $DUjyO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, - Robert Lehnert,Jr. • �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��ycourm Southold,NY 11971 http://southoldtowmy.gov ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD g1 p,K& C�1 Na-?m Tel.(631)765-1809•Fax(631)765-9064 MAR 0. nnn� 2 0 2019 '' So hold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MARCH 14,2019 ZBA FILE: 7243 NAME OF APPLICANT: Vanston Bear LLC PROPERTY LOCATION: 5250 Vanston Road, Cutchogue,NY SCTM No. 1000-111-10-14 SEQRA DETERNIINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H 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 October 26, 2018 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 January 31, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LWRP Coordinator made the following recommendations in order to mitigate inconsistencies with LWRP policy standards: The owner shall replace the existing sanitary system with an I/A On-site Wastewater Treatment System for the main house, and the accessory guest cottage due to the proximity to Cutchogue Harbor. The owner shall execute an erosion and sediment control plan approved by the Stormwater and create a non-turf buffer landward of the top of the bluff integrating existing vegetation. With the conditions imposed herein, the Board of Appeals finds that the action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRR Additionally,the Coordinator recommended that the Board of Trustees be consulted to verify the accuracy of the bluff and bank delineations: TOWN OF SOUTHOLD BOARD OF TOWN TRUSTEES: In response to the Chairperson of the Board of Appeals request for clarification as to the accuracy of the delineations of bluff and bank'of the survey of the subject property submitted with the application, the Board of Trustees, after conducting a field inspection on February4, 2019, sent a memo stating that"the correct plans should show the top of the bluff along the entirety of the property in order to reflect the proper usage of the term as per Town Code". In a second memo dated February 20, 2019 the Zoning Board Chairperson asked for additional clarification of the Trustee's comments. However,no further comments were received. Page 2,March 14,2019 47243,Van'ston Bear SCT-,M No. 111-10-14 SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for an evaluation and recommendation to the Suffolk County SWCD. According to the information provided in a letter from the agency dated December 21, 2018, following an inspection conducted on November 29, 2018,the agency described-the property as well vegetated with no sign of erosion or degradation on the bluff and that the bluff to the west is not steep, but gently sloping seaward. The agency representative further commented that removing the retaining wall and regrading, in order to install a swimming pool, will be a major ground disturbance and that other remnant structures not mentioned in the scope of the project may need to be excavated. Although the application is seemingly extensive and does not pose great concern for bluff degradation or failure,the applicant should have an erosion and sediment control plan and measures in place. PROPERTY FACTS/DESCRIPTION: The subject property is a 540, 391 (approx. 12.4 acre)parcel located in an R-40 Zoning District. The property has a road frontage along Vanston Road of approx. 1062. 6 ft, then running west approx. 824 ft to Cutchogue Harbor. The property then has approximately 455 ft. of waterfront along Cutchogue Harbor before returning east along Bayview Road approximately 592 ft. back to Vanston Road. The property is improved with an existing 3,077 sq. ft. main house, a 1,057 sq. ft. accessory seasonal guest cottage, a 1,007 sq. ft. accessory three car garage, and a 331 sq. ft. accessory bath house. All of these structures are listed on a Pre-C/O no. 38226, dated April 13, 2016. BASIS OF APPLICATION: Request for Variances under Article XXII, Section 280-116A; Article XXIII; Section 280-123A; and the Building Inspector's September 20, 2018, Amended October 5, 2018 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and build a new single family dwelling, construct an accessory garage/barn, construct an accessory in-ground swimming pool, and make alterations to an existing "carriage house"; at: 1) single family dwelling located less than the code required' 100'feet from the top of the bluff; 2) the existing nonconforming accessory carriage house which contains a nonconforming use cannot be structurally altered or moved, unless such building is changed to a conforming use. RELIEF REQUESTED: The applicant requests variances to . 1. reduce the setback for the primary residence from the code required minimum of 100 feet from the top of bluff to 35 feet at its closest point. 2. renovate the pre-existing, non-conforming carriage house where non-conforming uses shall not be enlarged or structurally altered or removed. . The proposal for renovation includes new doors and windows, a new at grade attached deck, and changes to the existing floor plan, but will not expand the existing footprint. ADDITIONAL INFORMATION: The applicant's agent testified about the history of the property,the location of the property on Peconic Bay/Cutchogue Harbor, the location of the bluff, and the town's definition of the top of bluff., arguing that the it is unclear whether the property fronts on Cutchogue Harbor or Peconic Bay which creates ambiguity as to the interpretation of the code and required setbacks pursuant to definitions in the code that were changed in 2017. He also described the chain of events pertaining to the existing guest cottage use which was legalized by a current Pre-Certificate of Occupancy issued by the Southold Town Building Department in 2016 (#Z-3 8226) prior to the owner purchasing the property. The current owner will use the guest house for family and friends only, and the proposed house is approximately half the size of the existing house and situated approximately 23 feet landward of the existing house to be demolished. Moreover, the owner testified that he will be installing advanced IA septic systems for both the residence and the carriage house/guest cottage, and stated that he was willing to covenant the use of the guest cottage for friends and family only and will not be rented or used as rental property and to also covenant that no sleeping or cooking facilities may be installed in the proposed new two story accessory garage and further,that the right to apply for Page 3,March 14,2019 #7243,Vfansion Bear SCTM No. 111-10-14 an accessory apartment in said accessory garage shall be abandoned in perpetuity, unless the guest cottage is removed from the subject property. The second floor of the proposed rebuilt two-story garage, located on the northern boundary of the property will be used as a workshop and as recreational space.Two neighbors testified in favor of the entire application.No objections were heard. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of.Appeals held a public hearing on this application on February 7, 2019 at.which time_ written and oral evidence were presented. Based upon ali 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 scale of the proposed residence is only half of the square footage of the existing building, thereby making a smaller footprint on the property, and making it less visible to the street. In addition, the Board of Appeals.granted prior variance relief in the neighborhood to demolish an existing dwelling located 26 feet from the bluff and construct a new dwelling 34 feet from the bluff (ZBA#7003 2016). The existing guest cottage on this large property has existed for more than 60 years without adverse impact, and guest cottages re relatively common in the neighborhood. The renovated guest cottage will not be larger than the existing cottage, and is in keeping with the scale and character of the 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 an area variance. The existing house currently sits inside the 100- foot setback to a bluff as determined by the Southold Town Trustees per the zoning code. The proposal calls for the demolition of the existing house, and the construction of a new residence sitting approx. 23 feet landward of the existing house. To move the location to a confirming bluff setback would require construction on land that contains substantial slopes that would require significant land disturbance and tree removal.As for the work on the guest cottage, since both the structure and the use are legally pre-existing and non-conforming, any and all alterations beyond simple maintenance would require a variance under the Town Code. 3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 65% relief from the code for the bluff setback of 35 feet and 100% relief for the renovated guest cottage. However, the proposed new residence will be located approximately 23 ft more landward than the existing residence, or more than double the existing bluff setback of 14 feet, thereby substantially decreasing the degree of non- conformity and reducing potential adverse impacts to the bluff which is heavily wooded and gently sloping to the beach. The relief required for the guest cottage includes the replacement of roofing, doors,and windows that will not expand the existing footprint. The proposal for the guest cottage will add no new square footage to the existing cottage which currently has three bedrooms and two full bathrooms, a kitchen, porch and great room. Proposed are three bedrooms and three and a half bathrooms, a kitchen, and great room. Also proposed is a 339 square foot attached wood deck on grade, but it is not habitable space, and therefore minimal in nature. 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 proposal calls for the installation of a new IA septic system for the proposed residence, and a separate IA system for the guest cottage. These sanitary systems, and the installation of a non-turf buffer landward of the bluff, as conditioned herein, will mitigate impacts on the adjoining Cutchogue Harbor. Further, the applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions imposed herein. Page 4,March 14,2019 #7243,Anston Bear SCTM No. II I-10-14 5. Town Law 4267-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 V67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new residence and accessory guest cottage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. The mitigation measures noted in this application, and the conditions listed hereafter are the minimum necessary for the use of this property. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Chairperson Weisman, seconded by Member Dantes,'and duly carried,to GRANT the variances as applied for, and shown on the site plans prepared by The Raynor Group, PE & LS last revised December 11, 2018 and the three sheets of architectural drawings labeled Carriage House (one sheet)and Main House(two sheets) dated 10/05/2018 and prepared by Andrew C.Herdeg of Lake/Flato. SUBJECT TO THE FOLLOWING CONDITIONS: 1. This approval shall not be deemed effective until the following conditions have been met:, a. The owner must submit covenants and restrictions on the property, subject to approval of the Town Attorney, stating the following: i. The guest cottage shall be used for friends and family only and will not be rented. ii. The second floor of the proposed garage shall be used as workshop/recreational space only, and shall not be used as living space (no cooking or sleeping). This space is also not to be rented and no accessory apartment in said garage may be applied for unless the guest cottage on the subject property is removed. iii. The renovated guest cottage and attached deck, as approved herein, shall not be enlarged 2. This approval shall be revoked if the applicant fails to install and properly maintain the following: a. innovative/alternative waste water treatment systems for both the proposed new residence, and the renovated guest cottage as approved by the Suffolk County Department of Health;. b. a vegetated, non-turf buffer, planted with native vegetation, landward of the top of the bluff to the Coastal Erosion Hazard Line integrating existing vegetation. 3. Pool mechanicals shall be placed in a sound deadening enclosure. 4. A drywell for pool de-watering shall be installed. 5. The applicant must obtain approval from the Southold Town Board of Town Trustees That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a buildingpermit 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. In the event that an approval is Page 5,March 14,2019 97243,VAston Bear SCTM No. 1 I 1-10-14 granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Planamento, Acampora and Lehnert. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing '3 /, /2019 1 i -'►BOARD OF SOUTHOLD TOWN TRUSTEES ' SOUTHOLD,-NEW YORK- PER1V)I ''NO.'9462 " "DATE:`1VIAY:15,2641..' ISS>~TED TO: VANS ON'$EA ,tiIiC c%o'AN11f2EW`BECK,'MEMBER' : ! ''+ ' J' , I.:)ter i ll�O7f s��cJ�?f.`, '{', ..T•. - •" ;;r� ii. rn,I' .:1, r .:3 PROPERTY'ADDRigg."�i4 VA14STON ROAD--CU'I'CHOGITE' SCTM#1000-111-10-14 ' ': � '•Yi .irusrai�r . . ._�r��;•- . . ' :sJiC,t': '. r ! {• , ;.•'f, r ,r AUTHORIZATION: .Pursuant„to:the provisions.of Chapter 275 ;of:the Town Codeof the Town of Southo d and n F accAdhce with the Re'solution-of the Board f Trusstees adopted'a�`the meeting held on 1VIay 15;`2b 9. and in consideration'o�fdd 6 ieailobfi fee in�tlie s'd1hi bf!0` 6-60'�aid`by'Vanstoii-Bear`.`'L'L'Cjand�sut�jedt"Y6r ie�Terms and Conditions as stated in the Resolution, the Southold To-wri Board 'of`T igteeg'diithdfizdg:' n4 1permits the following: Wetldi d( 'Permitxfd(d�iiYiil&-h- and 3renib ezi`st ng 2-story, single •famllytlwellfng-iAnd brick patio;;and'ctfiis#Pdcf fnY�its<plufre'ai newt+2 159 sf 2-story"`singRA!a)iiAlydwelling with 1:6' x 21.5' enclosed porch and 6.6' x 49.E�bri'=grade•ciDhtfete:ierrace de"molislir and:'remove;eacisting 1- story garage and construct in its place a +26' x+57' 2-story garage/barn on a slab foundation with 4'1 retaitiiug% walls; cansttuet-a: +1 ' �r+!V'; ii-ground swimming pool located partially within Chapter 275 jurisdiction (with-iT3',5'13t143,5,1'ibol deck located entirely outside Chapter 275 jurisdiction); install 4' high pool enclosure fence partially wittii~nd0haote 27 -yu`ri§didio'n;'Mh4W "'isting leaching pool from'face+lofzbluff atYdlinstall u new innovativetalternative sanitary system (I/A,OWTS)!mb;reilian 100'feet''from�the Icrest of bluff; install a drainage system of leaders, gutters, and drywells; and within Chapter 275 jariSdiL�4ioii��I€e `wlthin''1f10''fce't'bf�the'#bp �6e. iluff/bank); clear!,approxiibdiely i 9;d74 sf of existidg"evegetation; '&'g6Ele;:attd:revdptate're-gf"addd•{area, all+as''depicted-ron�thc,(§ite plan pre�ia're`fl=tip TNetRario ( rdiip,'P:E:'&'L:S.y'PLLC, fast dated {May..11 �2019 and'§tamped approved'`dfY*d�'1'51201.9: '. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, , and these presents:toibe;sabs.o�ibed'by:aimajorilyofthe said Board as.ofthe l5;h day;of.ay,, M. `ca'. ,; Glenn Goldsmith, President �Q� SO(/T Town Hall Annex A. Nicholas Krupski,Vice President Ol0 54375 Route 25 79 John M. Bredeme er III Southold, Box 11 / Y �[ �[ outhold, New York 11971 Michael J.Domino G Telephone(631) 765-1892 Greg Williams Fax (631) 765-6641 COMM BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1830C Date: July 6, 2021 THIS CERTIFIES that the demolition and removal of existing 2-stojy, single family dwelling and brick patio and construct in its place a new+2 159 sf 2-sto1y single family dwelling with 16' x 21.5' enclosed porch and 6 6'x 49 3' on-grade concrete terrace,• demolish and remove existing 1-story garage .and construct in its place a+26' x+57' 2-story garage/barn on a slab foundation with 4' (and variable) high concrete retaining walls• construct a+12' x+74' in-ground swimming pool located partially within Chapter 275 jurisdiction(with a 13 5' x 43 5' pool deck located entirely outside Chapter 275 iurisdiction); install 4'high pool enclosure fence partially within Chapter 275 jurisdiction• remove existing leaching pool from face'of bluff and install anew innovative/alternative san tarsystem(ILA OWTS)more than 1.00 feet from the crest of bluff install a drainage system of leaders gutters and drywells; and within. Chapter 275 itirisdiction(i a withm:100 feet of the top of bluff/bank ; clear,approximately 9,074 sf of ekistmg veietation re-grade,and revegetate re graded,area; A.t-525;0:Van§ton Road,Cutchogue Suffolk County Tax Map#1000-111-10-14 Conforms to the application for a Trustees.Permit'heretofore filed.in this office Dated,JanuM..22;.2019 .pursuant to which Trustees Wetland Permit#9462 Dated May 15,.2019 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 and removal of existing 2- stojy, single family dwelling and brick patio and construct in its place a new+2,159 sf,2-story, single family dwelling with 16' x 21 5' enclosed porch and-6 6' x 49.3' on-grade concrete terrace; demolish and remove existing 1-story garage and construct in its dace a+26' x+57' 2-story garage/barn on a slab foundation with 4' (and variable)high concrete retaining walls;construct a+12' x+74' in-ground swimming pool located'partially within Chapter 275 jurisdiction(with a 13.5' x 43:5' pool deck located entirely outside Chapter 275 jurisdiction): install 4' high pool enclosure fence partially within Chapter 275 jurisdiction• remove existing leaching pool from face of bluff and install a new innovative/alternative sanitary system(1/A OWTS)more than 100 feet from the crest of bluff; install a drainage system of leaders gutters and&&ells• and within Chapter 275 jurisdiction(i.e.,within 100 feet of the top of bluff/bank) clear approximately 9,074 sf of existing vegetation re-grade and revegetate re-graded area. The certificate is issued to Vanston Bear LLC c/o Andrew Beck,Member owner of the aforesaid .prop ty Authorized Signature S11ff0(,� � dol, BUILDING DEPARTMENT-Electrical Inspector e TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 'yfj�l �ap� Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate # 70 _, Date / 2-/.7- 72 2019 Customer Name Electrician Name Address SZSUVait Phone Gj' D e-mail e-mail 2i e.ne Phone License# S - M Size =_A Phase ' Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with.the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid f r 90Zym date above. \ Authorized-by , �. BUILDING DEPARTMENT-Electrical Inspector �Q TOWN OF SOUTHOLD: Town Hall Annex - 54375 Main Road- PO Box 1179 Southold,A.New York 11971.-0959 . t Telephone (831) 765-1802- FAX (631) 765-9502: ` o e s s APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION'(Ail i6r"o6n Required Date: k q 11q.. Company Name. Name. :MaR 1C:, ; License N''.. emaiir Address: Phone No.: C( JOB SITE INFORMATION (Ali Information Required)- Name;, Address;_ llq Cross Street:: Win► Phone No::. Bidg.Perm 0(o5 . Tax Ma . .District:. 1000 Section:. i Block::. D: Lot: I B'RIEF DESCRIPTIO. OF WORK (Please Print Clearly) aDl7 04 71�� o� fin►IVl Grl-- O ahn Circle All That Apply: OVL O l�I�IYL Is job ready for inspection?: YE NO ) Rough in Final Do you need a Temp Certificate?: YES NO issued On Toinp In#0rmatl0 (All information required) Service Si �rlP 3 Ph Size: `ZO�A #Meters Old Meter# New Service- Fire Reconnect-Flood Reconnect-Service Reconnect - ndergro -Overhead #Under'grolind Laterals 1 2 H Frame Pole Work done on Service? Y . N Addition I Information: ..en1>L -t �.h 4L PAYMENT DUE W111.1 APPLICATION _ DFL 2 0 2019 " Request for lnepe jQn Form,xte PERMIT# II Address: Switches 1 ��1 Outlets 1 i i GFI's l- Surface ti Sconces H H's UC Lts .,4 Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator+ -7 V Combo Cooktop Transfer 1_. AC AH Mini Special: Comments: eo BUILDING DEPARTMENT- Electrical Inspector { . ` ". TOWN OF SOUTHOLD ' Town Hall Annex- 54375 Main Road- PO Box 1179 Southold, New York 11911-0959 Telephone (631) 765-1802 - FAX (631) 765-9602 ? rogerr@southoldtownny.gov-se d southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: Company Name: JA e_,I,�CT" k6 I14G . Name: License No.: email: rn&leG v-i V) 11 Address: 119 Def -F 0_9 C- nt Phone No.: 691 Qa JOB SITE INFORMATION (All Information Required) Name: v N\�G- orA T_.5 e�b,2- 1 AZ-,. Address: 2 0 ��1 D►� Its. Cross Street: 15tAr"I Phone No.:. Bldg.Permit M LtL,�o(.05' email: Tax Map District: 1000 Section: Block: 10 Lot: I BRIEF DESCRIPTION OF WORK (Please Print Clearly) too rnor� lmxw�or� S W eoI9—V I Gf_— 100 24DC-blv� Circle All That Apply; OVA D "PE � Is job ready for inspection?: YE NO , Rough In Final Do/you need a Tem Certificate?: �ES NO y p Issued On Temp Informatio (All Information required) Service S e D1P 3 Ph Size: A #Meters Old Meter# I New Service- Fire Reconnect- Flood Reconnect,- Service Reconnecte - Unde`errgro�I -Overhead # Underground Laterals 1. 2 H Frame Pole Work done on Service?' Y N Addition I Information: PAYMENT DUE WITH APPLICATION DEC 2 0 2019 -� 5 Request for Inspect-Ion Form,xls' �g�FFa�,�c0 Town Hall Annex `�4: Gy: Telephone(631)765-1802 54375,Main Road Fax(631)765-9502 P.O. Box 1179 _ Southold, NY 11971-0959 ^� B U I LD:I N G-D.EP ARTME N.T:. NOTICE OF_UTILIZAT.ION,.OF-TR.USS TY'I E'CO.N.STRUCTI:ON.-`I�R-E-EN:GIf+TEEREEi WOOD CONSTRUCTION-CONSTRUCTION _j � t Z Date-'.°,., i Location of Property . 4m, Please fake notice that the.(ch-eck applicable line):.j. New commercial or,residentlal structure:: f b Addition to eXisUng commercial or residential.structUre u :Rehabilitafion town existing:commercial or re�sdenftal strucfirre - a.•,, -.' � = - •, •� to be constructed<or performed at the subject property reference a6 iv --A utilize (check applicable;ire): ' Truss tape construction (TT) r Pre=engtrieered-wood,construction (PW:) a Timber coriWr structton in the fol owing location(s) (check appbcableIiheyf ' a Floor framing, including girders and beams F Roof framing (R) r ✓ Floor and roofATuming. Signature::- ----— ---- - Name (person submitting this form):... J. _ Capacity(check applicable line): `- Owner �_"O:wner representative - - - : : -- • TrussReg15.doex Effective 1/1/2015 C !� OCT 2 6 2021 BUILDING DEPT TOWN OF SOUTHOLD I Nm wA:m,m II , I I , I , I , - , , o ` N°+•b+y pri - � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR = ASINOLE FAMILY RESIDENCE azav \y Date H.S R0.Na 2 \\ The ea"p dt,patelewl wMor 6.pplTl IiDov a11NJ 1°Nt"navy Deal O & \ NapeUed uD4:1e1mit.4 b/thla V.PI e.t 91 atl1il.geftlt6 e.D 0,0d Ia De satifadery RORAMA%IMUMO:_d;-_S EEDROOM9. 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SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR .'� ,. A SINGLE FAMILY RESIDENCE Date 10/21/2021 H.S. Ref, No. R10-18-0096 IThe sewage disposal and water supply facilities at this location have been • : ; 0 P. inspected andlor certified by this Department or other agencies and found to be satisfactory FORA MAXIMUM OF 6/4/0 BEDROOMS. q; RAID F EFe P.E., dHIEF Office of Wastewater Management \, \ am r.p / ♦ \ @ ♦' # S.C.T.M. 1000-111-14-5.3 U.P. LAND N/F OF P. VANSTON BEAR LLC D.W. •\- XI \ pill 10 L4yD ..... Or . ..:' ::':? :`' :..... 1:: �� '.., . U.P. \ / r .. t i a 4 ... ' C. WALL i E�EC. ., ...... .- D.W. ,. ....... ......... / ��. \\ ao: BY3'. a.............:•COTTAGE;;`,;,',::??:?:tN . . . .1. - - 1. - ...1.____ � � - - - - . ________ - ____--- I ". - - I � � I 1 . � - . . I 1. - - I � --11 I,. -P -- I 11 . �- I-I I I I . .I I . 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ABBREVIATIONS PROJECT DATA O a N to ABV ABOVE HC HOLLOW CORE o CO O LL AFF ABOVE ACOUS ACOUSTICAL FINISHED FLOOR HORIZ HORIZON TIAL AL o W (n N O PROJECT: NORTH FORK RESIDENCE ADJUSTABLE HB HOSE BIBB ADJ ANOD ANODIZED INCAND INCANDESCENT PROJECT ADDRESS: 5250 VANSTON RD.CUTCHOGUE, NY 11935 o QN U A/C AIR CONDITIONING IN INCHES Mill] X O O ALT ALTERNATE INCL INCLUDE(D), (ING) I-- W ALUM ALUMINUM ID INSIDE DIAMETER LL ADA AMERICANS WITH DISABILITIES ACT INSUL INSULATION, INSULATING A.B. ANCHOR BOLT INT INTERIOR Q 4- ARCH ARCHITECT(URAL) LAM LAMINATE(D) 0 to N AD AREA DRAIN LAV LAVATORY M -se ASPH ASPHALT LH LEFT HAND BRG BEARING L LENGTH, LONG W = Z M (a BM BEAM LLH LONG LEG HORIZONTAL F-- 0 M - B,M. BENCH MARK LLV LONG LEG VERTICAL F' ti BTWN BETWEEN MSRY MASONRYI Z N BIT BITUMINOUS MAX MAXIMUM H BLK(G) BLOCK(ING) MECH MECHANICAL M Q N BD BOARD M.C. MEDICINE CABINET O B.S. BOTH SIDES MED MEDIUM Z V_ B.W. BOTH WAYS MBR MEMBER Q N BOT BOTTOM MEMB MEMBRANE (0 0- B.O.B. BOTTOM OF BEAM MTL METAL B.O.D. BOTTOM OF DECK M. METER(S) BUILDING USE: SINGLE FAMILY RESIDENTIAL B.O.S. BOTTOM OF STEEL MIN MINIMUM BLDG BUILDING MISC MISCELLANEOUS BU BUILT UP NOM NOMINAL CAB CABINET N NORTH C.I. CAST IRON NIC NOT IN CONTRACT C.B. CATCH BASIN NTS NOT TO SCALE CLG CEILING OC ON CENTER(S) CEM CEMENT O.H. OPPOSITE HAND CER TILE CERAMIC TILE OPG OPENING * �,� C.j ,4fj, CIR CIRCLE OPP OPPOSITE > CIRC CIRCULAR, CIRCUMFERENCE OD OUTSIDE DIAMETER CLR CLEAR PAD PAINTED PROJECT DIRECTORY COL COLUMN PANEL ELECTRICAL PANELBOARD CONC CONCRETE COMBINATIONCOMB PERF O R TED s��r � . •^ G37'8SZ PLAS PLASTER •1 C1'2` CMU CONCRETE MASONRY UNIT P LAM PLASTIC LAMINATE CONST CONSTRUCTION PNL PANEL CONT CONTINUOUS, CONTINUE PL PLATE Civil Engineering MP Engineer 12-12-2013 CTR CONTRACTOR PLYWD PLYWOOD g� 9 g� C.J. CONTROL JOINT PVC POLYVINYL CHLORIDE The Raynor Group, P.E. & L.S. PLLC Ripcord Engineering Inc. CNTR COUNTERTOP POLYISO POLYISOCYANURATE BOARD 860 Montauk Highway,P.O.BOx 720 PO Box 4175 D. DEEP PSI POUNDS PER SQUARE INCH Water Mill, NY 11976 Portland, ME 04101 DEMO DEMOLISH, DEMOLITION PROP PROPERTY LINE O RT H F O R K DTL DETAIL R. RADIUS Contact: Vinnie Gaudiello Contact: Sonia Barrantes DIAG DIAGONAL REF REFER(ENCE) Phone: (631) 726-7600 Phone: (207) 835-4060 DIA DIAMETER REFL REFLECTED Email: vinnie.gaudiello@raynorgroup.net Email: sonia.barrantes@ripcordengineering.com RESIDENCE DIM DIMENSION REFG REFRIGERATOR DR DOOR RAG RETURN AIR GRILLE D.H. DOUBLE HUNG REQ'D REQUIRED Landscape Architect Lighting Designer DBL DOUBLE RH RIGHT HAND Margie Ruddick Landscape Byrdwaters DESIGN, Ilc DS DOWNSPOUT RD ROOF DRAIN p DISP DISPENSER RO ROUGH OPENING 11 Ne eran Road Unit 6 3939 Black Gold Dr DWR DRAWER SCHED. SCHEDULE Tarrytown, NY 10591 Dallas, TX 75247 DWG DRAWING SEC SECTION Contact: Margie Ruddick Contact: Steven Byrd E EAST SHT SHEET Phone: (212) 796-5087 Phone: (214) 460-2673 ELEC ELECTRIC(AL) SHLV SHELVING ELEV ELEVATION SIM SIMILAR Email: margie@margieruddick.com Email: steven@byrdwaters.com 5250 VANSTON ROAD ELV ELEVATOR SC SOLID CORE EXIST EXISTING S SOUTH Architect Geotech Consultant CUTCHOGUE, NY, 11935 EPS EXPANDED (EXTRUDED) POLYSTYRENE BOARD SP SPACE (S) EQ EQUAL SPEC SPECIFICATION, SPECIFIED LakelFlato Architects, INC Soil Mechanics Drilling Corp. EMERG EMERGENCY SQ SQUARE 331 Third Street 3770 Merrick Rd ARCHITECT EX EXHAUST SS STAINLESS STEEL San Antonio, TX, 78205 Seaford, NY 11783 LakelFlato Architects, INC EXP EXPOSED STD STANDARD Contact: David Ericsson Contact: Nelson A. Ruiz Jr. 331 Third street EXP JT EXPANSION JOINT STL STEEL San Antonio,TX,78205 EIFS EXTERIOR INSULATING FINISH SYSTEM STOR STORAGE Phone: (210) 679-2327 Phone: (516) 221-2333 (210)679-2327 FEC FIRE EXTINGUISHER CABINET STIR STAIR, STRINGER Email: dericsson@lakeflato.com Email: nelsonr@soilmechanicsdrilling.com FIN FINISH (ED) SD STORM DRAIN FIN FLR FINISHED FLOOR STRUCT STRUCTURAL CIVIL ENGINEER FP FIREPLACE TAS TEXAS ACCESSIBILITY STANDARDS Structural Engineer Specification Writer The Raynor Group,P.E.&L.S.PLLC FLR FLOOR(ING) TEL TELEPHONE Benson Woodworking Company, Inc. Introspec, LLC. 860 Montauk Highway,P.O.Box 720 F.D. FINISHED DIMENSION TV TELEVISION Water Mill,NY 11976 FD FLOOR DRAIN THK THICK(NESS) 6 Blackjack Crossing 930 Sun Valley Drive (631)726-7600 FLUOR FLUORESCENT T&G TONGUE AND GROOVE Walpole, NH 03608 Woodland Park, CO 80863 FRP FIBERGLASS REINFORCED PANEL T.O.P. TOP OF PLATE Contact: Jim Bannon Contact: Elizabeth Cummings LANDSCAPE ARCHITECT FRZR FREEZER T.O.S. TOP OF STEEL Phone: (603) 439-2016 Phone: (972) 644-5550 Margie Ruddick Landscape FT FOOT(FEET) T.O.W. TOP OF WALL 11 Neperan Road Unit 6 FTG FOOTING T TREAD, TEMPERED Email: jim@bensonwood.com Email: elizabeth@introspecllc.com Tarrytown,NY 10591 FOUND FOUNDATION TYP TYPICAL (212)796-5087 GA GAGE, GAUGE UNO UNLESS NOTED OTHERWISE GALV GALVANIZED VERT VERTICAL G.C. GENERAL CONTRACTOR WSCT WAINSCOT GENERAL NOTES STRUCTURAL ENGINEER GL GLASS WH WATER HEATER Benson Woodworking Company, Inc. GYP BD GYPSUM WALL BOARD W/C WATER CLOSET 6 Blackjack Crossing GYP GYPSUM WP WATERPROOFING H/C HANDICAPPED WWF WELDED WIRE FABRIC (603)4alpol3 NH 03608 39-2016 HDWE HARDWARE W WEST GENERAL PROJECT NOTES HDR HEADER WIN WINDOW M/P ENGINEER HVAC HEATING/VENTILATING/AIR CONDITIONING W/ WITH 1 REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR APPLICABLE NOTES,ABBREVIATIONS,AND Ripcord Engineering Inc. H.D. HEAVY DUTY W/O WITHOUT SYMBOLS. PO Box 4175 H HEIGHT WD WOOD 2 DO NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR Portland,ME 04101 H.. HIGH (207)835-4060 OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING. 3 ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION. LIGHTING DESIGNER S 'Y M B O L S 4 SEALANTS EXPOSED TO VIEW SHALL BE CUSTOM COLOR AS SELECTED BY THE ARCHITECT.COORDINATE LOCATION Byrdwaters DESIGN,Ilc OF SEALANT AND COMPATIBILITY OF SEALANTS WITH ADJACENT WORK, BUILDING MATERIALS,AND OTHER 3939 Black Gold Dr CONTINUOUS SEALANTS. Dallas,TX 75247 5 COMPLY WITH ALL APPLICABLE CODES, LAWS, ORDINANCES, ORDERS, RULES,AND REGULATIONS OF AUTHORITIES (214)460-2673 4 ANGLE HAVING JURISDICTION. �OOA DOOR NUMBER q. CENTERLINES 6 REVIEW DOCUMENTS,VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS C CHANNEL SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING PENNY ANY WORK IN QUESTION. PLATE _.02 WINDOW NUMBER 7 COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING DIAMETER ACCESS, USE OF BUILDING SERVICES AND FACILITY. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND V I C I N I T Y M A P w WIDE FLANGE BEAM _ ELEVATION MARK - HEIGHT ABOVE REF. ELEV. (0'-0") OCCUPANTS. 8 MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH OWNER AND/OR PROPERTY MANAGER TO ENSURE SECURITY. REVISION NUMBER 9 MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES,AND ALARMS IN CONFORMANCE WITH APPLICABLE CODES AND ORDINANCES. 10 EXAMINATION OF THE SITE AND PORTIONS THEREOF THAT AFFECT THIS WORK SHALL BE MADE BY THE GENERAL ROOM CONTRACTOR PRIOR TO STARTING WORK,WHO SHALL COMPARE EXISTING CONDITIONS WITH THE CONTRACT ROOM NAME & NUMBER DOCUMENTS AND SATISFY HIM/HERSELF AS TO THE EXISTING CONDITIONS UNDER WHICH WORK IS TO BE a a. PERFORMED. CONTRACTOR ALL AT H TIME ASCERTAIN AND VERIFY THE LOCATIONS F EXI TING CO C OR SHALL SUCH T SC O S - , I x F��• T 4 5' J"'r T D L ,STRUCTURES AN UTILITIES. ' - , / , 11 ALL MANUFACTURED ARTICLES MATERIALS AND EQUIPMENT SHALL BE INSTALLED CONNECTED ERECTED CLEANED AND CONDITIONED PER THE MANUFACTURER'S INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEEN , . ., ., :. ,,. ., p. ., .,„.,.. r, „tt > •. ,. E., x �. ,>✓.,, .�«r .�. MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE F�70 2 INTERIOR ELEVATION NUMBER & SHEET NUMBER ; I.. >a„ .. . - • • a ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. 12 DAMAGE TO NEW AND EXISTING MATERIALS FINISHES STRUCTURES AND EQUIPMENT SHALL BE REPAIRED OR .., ., _ r.• ,: ,. . . , ,. .._: ._ ... , G. REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. e 13 CONTRACTOR R N D O RACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS FALL SUBCONTRACTORS S AND TRADES ON A ER S L O SUC DETAIL NUMB DAILY DIRT, B R BASIS AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY D R DEBRIS, O DUST Y: PROD.ARCHITE T C DRAWN DE BY. Author (141D900 SHEET NUMBER FROM AFFECTING ANY FINISHED AREAS IN OR OUTSIDE THE JOB SITE. BURNING OF DEBRIS ON SITE SHALL NOT BE PERMITTED. r , . F r 14 CONTRACTOR SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE :., ,x'. ' , , , :-- '> _: •., •: ., ' •. ,,,. y i ' r� CONTRACT AMOUNT WITHOUT AUTHORIZATION FROM THE ARCHITECT OR OWNER. FAILURE TO OBTAIN „r . .. x. ,.. , ,_ .:. J., .. ,.-.. x ,m-,. -,. .. .: .: -.., : ,._ ., : -, .. . .; .•.. . , ,SET ,,SUE DATES TE� R „. AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR ADDITIONAL -,. .... , :: +.: :-,•.... '� . .'. . ,. . " DATE ISSUE NUMBER 'SHEET U :I M1, VNO U_ZZN0N FA 92 EXTERIOR ELEVATION NUMBER400 3 ., < '„.. i,Ii,I,IIIL IIII�I' Y ,"yr 5h ...,r,.-.✓.,,,.,...rk''t .- .s, .,.W,.v. .dT a ur,,Rtsy:a r 1 a �^L> bP,rr r •fi.IX.g,•a vr,4k:,.:s,k,..J e 4..Yi,,L.r.,`.-r .-4,•, , .', .,• r•W„..-., ,.. G k: .L„ .tt .... ,^.< .:.,.v rC:, „q Y.,'',..•.�� „•_:A.,�-' r .' .•,, �. k :^ aml. , : , , -.. r x :kar,;h - r r ri-Y 'd .: Sr4bd'«tY. -*P at- d } ttl{ � 3r. amr,>°••� : ` 1p..h"� w k �. ktfC r ' .� =x te r' y `r„+^ - Ri' i-' , t .€E Y is r' , +,r T�A 2019.01.1 ,P r DR R Ovl JI r 1019.03.08PERMIT SET E P R E TRUSTEES 5250VANSTO 2019.05.15PERMIT SET TRUSTEES REVN RD SECTION NUMBER CUTHOGUErNY 00 SHEET NUMBER REVISIONS NO. DATE DESCRIPTION ADOPTED CODES NEWYORKCrTYNY 2015 International BuildingCode 7-7 2015International Residential Code 201 International ExistingBuilding Code 2015 International Plumbing Code PERMIT2015 International Fire Code 2015 International Mechanical Code 2015 International Fuel as Code 2015 International Property Maintenance Code UJ 2017 Uniform Code Supplement NCCW 2 15 International Ener9YConservation ,ode O 2013 ASHRAE 90.1 E 2016 Supplement to the New York State Energy Conservation Construction Code O INFORMATION SHE SH CO EET OLL RESIDENTIAL „ , v f' }J O- T � O U � r a � m a T6 LL • c U J 6/13/2019 4:11 �RCI•IOTOCCT'® OO�OC. ci �NN L L o m LL 1 Y LO LO v O LO N N LO W ti O W (A N 0 Q N O I— X o (/) W 04 <'�' N D Lf)(aA Y 1 �/ W r 5\ �p MQN 5 5 Z �- o VIA1 2 \ P Q N S U'.P. 1 N O U.P. \ ,5o SITE \ FOR S.C.D.H.S. USE ONLY P o N \✓ \ 0 1 + N p.. 7 GRADE EL.: t37.0e �\ .::I .. .. 'I U.P. O,A �\ D {{ a /O MIXED SAND •\0 2' AND LOAM SC •22 OO/ / / / / / / / / / / / / / / / / / / / / _ Z N6 �0, / / / / / / / / / / / / / / / / / / / / / / AR'EA.SI Ey1NG:. VAL'-:O EL. 35.0 N R. TER.:`CHAN.X To o ISL,G:_:GR AI :: O.:: BROWN SILTY O B \ z 0 1 L... .. ... ... .......... ...... ... . .... . ._....... ... .. �... SANDS .o / r / / / / / / / �� / / / / � � � � � � / / � \ .. ... _ . . . KEY MAP a2 BOAT BASIN i.:: :: '::: s� t^ , / . / / SCALE. 1 -300 'I N / �� 1 8 611� ��. / / , / / / „ / „ / / / / „ / / , , , � �a o NORTHFORK A o �� � i o:p � . N.. ... / U.P. PALE BROWN 14 a �.'.. '.'.'. .':. ..............'.'.'.'. FINE SAND SP ' ... ... .. RESIDENCE ( ) / / / / / / / / / / / / / / / / / / / / / / / �,....�.. .. ..'.... ................. ..'. N0. OWNER USE WATER SUPPLY • ,h' '�:: : I 1 N/F NATURE CONSERVANCY INC. VACANT NO WATER SUPPLY .... ... ... .... ..... ...... . � . .. p. 2 N/F HARBOR COVE . .. ...... ... EL. 20.0' PROPERTY OWNERS ASSOC. VACANT NO WATER SUPPLY N 86'36'33" W r, 3 N/F BLAIR HUDSON PECONIC 5250 VANSTON TEST HOLE 37 69, / / / / / / / / / `. \ e ® ® w w p VENTURES LIVING TRUST VACANT NO WATER SUPPLY DUG BY MCDONALD GESOCIENGE o / / / / / / / / / \- 4 N/F JUSTIN BILLINGHAY SINGLE FAMILY RESIDENCE PUBLIC WATER ROAD AP I 8 \ `s' / / / / / / / / G� \ 5 N/F DANNY PIZZOLLA SINGLE FAMILY RESIDENCE PUBLIC WATER APR IL 20, 201 11 (NO G.W. ENCOUNTERED) 2 6�, 9 OO T \ \I 6 N/F VANSTON BEAR LLC VACANT NO WATER SUPPLY ti / / / / / / / o .P. 7 N F VANSTON BEAR LLC VACANT NO WATER SUPPLY C U TC R O G U E N Y c� \ \ / > > THE CLOSEST USGS MONITORING WELL LOCATED IN �U u 8 N F VANSTON PARTNERS LLC I FAMILY I THE TOWN OF SOUTHOLD LISTS THE HIGHEST � � L.. ..... ..... y 1 / SINGLE F M LY RESIDENCE PRIVATE WELL OVER 150' RECORDED GROUNDWATER ELEVATION AS 13.41' \ , �'' " "' \. 11935 �� 6' ; :.. .. . . . FROM PROPOSED I.'.'.'.' / \ SANITARY SYSTEMS) ABOVE THE SPECIFIC VERTICAL DATUM (� �• ....t......... .:..... .." ...k....... , m USGS WELL N0. S 91814.1 �'' '::� ':: '' : ': :: ':"::': ': "�'"'�" "��''' "'"''''''' '''' � \l �, > 9 N/F DAVID BOFILL VACANT NO WATER SUPPLY \Q N SEE SHEET C-2 FOR r, \ p r o I 10 N/F 5345 VANSTON ROAD LLC VACANT NO WATER SUPPLY Z t.. , s SITE PLAN INSET 11 N/F DAVID BOFILL SINGLE FAMILY RESIDENCE PUBLIC WATER ARCHITECT o O rT. ,r 12 N/F EILEEN KASSCHAU SINGLE FAMILY RESIDENCE PUBLIC WATER LakelFlato Architects INC o ro._ �y� % �� 13 N/F NORTH FORK KIWI LLC SINGLE FAMILY RESIDENCE PUBLIC WATER 331 Third Street .: .. ...... .......... 61 N I \3:: . ........................ rr / San Antonio,TX,78205 ...B..... .. 9A r ` ..�:':.::'::::' .:::... s .................'."...." / / p `+ (210)679-2327 1 t'."..... / N n F .......... ...... ...... .... .... ................................ i o/ ( + EXISTING WELL TO ..... .. . .':.'.'.':' .'.'.'..' BE ABANDONED CIVIL ENGINEER ? ......... " / + U.P. t \ a 3p..." .......':':':':':.. '.':.............. / The Raynor Group,P.E.&L.S.PLLC EXISTING CESSPOOL TO W. `.zs�. :':.:...':.: ..':..' / // / \ 860 Montauk Highway,P.O.Box 720 n W ' ' U.P. BE ABANDONED & I Water Mill,NY 11976 4...... i / .1 / a/ :.'9jy REMOVED IN ACCORDANCE 10 W SCDHS STANDARDS ° �P�i�� s I LANDSCAPE ARCHITECT �w \ EXISTING BOAT e�UFF 5� /�Q A EXISTING RETAINING WALL 2 / 0 .o O/ \ Margie Ruddick Landscape y HOUSE TO REMAIN _ o �"�' O :/' - -y� - - - - - - ' D h G- 11 Neperan Road Unit 6 �,\. G.F.A. f331 S.F. V _)TOE OF SLOPE, , �NOER REMo Eo� o O �\ "DRY" OP�P -EXISTIN-�C N �' � E\S TO BE E� _ Tarrytown,12)79 - 08 10591 0� 7 \ CP !� GP G� Ml"±60,960 \4 I 212 796-5087 US I , a / �\ 000 � 4' \�,_�� —j I STRUCTURAL ENGINEER s\ PROPOSED SILT NCE N I �` - - _..� �' A ��t;E�'� / 24.3' Benson Woodworking Company,Inc. N a �R�p /� / 6 Blackjack Crossing Walpole,NH 603)439 20163608 \ EXISTING CESSPOOL TO BE00 PUMPED AND FILLED WITH 4.. N — + ND IN ACCORDANCE W 1.'. .::: " :::: / w N / t 9 r3 oF+ --------------- —\— M/P ENGINEER SCDHS STANDARDS ti _-- - ...... ... ...:.. 1 '':'7p.. L F I � �, \��� l \ _ ' Ripcord Engineering N 8T46'42" W % '`--- ---- PO Box 4175 \,_ \ 30.47' mF s� Portland,ME 04101 GROIN GR01N R .. '.SL0 IN.'.'..E (207)835 4060 ' ....OR T1E11':1NAN 0 a G� �� yr91� R�SINGG:Gf�EATE ::T fJ ''oF TEST \ �� W.�. LIGHTING DESIGNER EXISTI 1 TOR HYD. \ H \ G EST 0 SE I Byrdwaters DESIGN,Ilc �,057 S.F. J 3939 Black Gold Dr Dallas,TX , I IN C EA ING I �. \/ (214)460-2673 7 EXISTIN TG IMBE IM 60 95 S.F \ EXISTING TON DRI E7NAY iS \ 09' o TO BE ( ) \ - TO \E RE OVW " t4 TO s Fi`_ �o REMOV N ' To—BLUFF \'��qT s..... ... -� lv _ E F L --- ' ' 41 ` ate i� �\ o r� S \...'...' �" Q e O F N \s C/ •fin U.P. 2019.05.15 LIF PROD.NO. 17086 100' le \ \� �9TFR �: AR PROJ.ARCHITECT DE DRAWN BY: Author y c "�! .... — .. �6 !\ c yam SET ISSUE DATES a DATE SSHE y q� \2 2018.10.12 BID SET\ _ 019.01.11 BID REVIS'ONS \O 2019.03.O�PERMIT SET— PRE 1RIJSTEES ''019.05.15PEP,MIT SET-- TRUSTEES REV �TFR 7 66°' U.P. N. REVISIONS 2 NOTES q' O NO. DATE DESCRIPTION 0 1. LOT AREA: 540,391.47 SO. FT. 12.41 ACRES) 9�O.. c� s• J�/. 2. ZONING DISTRICT: R-40 I 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST DATED AUGUST 10, 2017. 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE ��� SCALE: 1"=50' PROPOSED SANITARY SYSTEMS. PERMIT �C A A I SET C 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL 0 50 100 ® THE RAYNOR GROUP,P.E.&L.S.PLLC r G INI C DATUM OF 1988 (NAVD88). �p SURVEYORS CIVIL ENGINEERS SITE PLANNERS J G DEERFIELD GREEN P.O.BOX 720 ® WATER MILL,NY 11976 (631)726-7600 w �� EXISTING 6 Yl CONDITIONS 8c ry DEMOLITION 6 Z N S?0 LL PLAN C {p U U O 'p J N O U r I a = i m d a LL C U N U � 6/4/2019, w�ecNaTscr® arc. s Lu L Q BID A Lr) L0 vpi O C' N N LO W ti 0 W CA N 0 Q N O f- x 6 &- 0Wr.- CU V- N N co . . . . . . . . . . . . . . . . . . . . . . . . . . . �G� � I I=- z `"' - . . . -n Oco . . . . . . . . . . . . . r ~ 0 \ � \ U.P. M Q N � (3� �� W E ...... . . . . 0� O `L z N O Q PROPOSED H-FRAME W/ CO d MOUNTED ELECTRIC M' ER S . . . . . . . . . . . . . . . . P POSED ELECTRIC SERVICE � C FOR S.C.D.H.S. USE ONLY S . 0 . - . . . . . . . . . . N PROPOSED SILT FENCE/TO BE TRENCHED IN 6�AND STAKED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TO,o AYBALES TO -k RECESSED A . . . Q. . . . . \O MIN. OF 4"'INTO THE GROUND \ \eq�� (SEE DETAIL) o W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLEARING CALCULATIONS Q .. . . �/ , GRADE EL.: f37.0' . . . . . . . . . . O . . . . . . . \ y \ AREA OF LOT AREA = ±540,391 S.F. ALLOWABLE CLEARING o ±540,391 S.F. X 15% = ±81,059 S.F. . . `.�8 2' MIXED SAND . � '-� lJ AND LOAM (SC) � s EXISTING CLEARING = f60,950 S.F. (11.3%) 6 AREA SLOPING. EQUAL OR. PROPO ED WATER'-SERVI E / N CSC, EL. 35.0' GREATER THAN 20� _ PROPOSED ADDITIONAL CLEARING = ±10.600 S.F. (2.0%) RISING_GREATER.-THAN 20':. . . . . . � �, Q TOTAL PROPOSED CLEARING . . � O,' 1, BROWN SANDS SILTY ±60.950 S.F. + ±10,600 S.F.= ±71.550 S.F. (13.3%) � PROPO ED GRAVE VIEW Y O I �y ( ) . . . . . . .. . . . . . . . . . . : ° c �( \ EL. 34.0' NORTHFORK EXISTING CLEARING LIMIT AS PER KENNETH M. VVOYCHUK LAND SURVEYING, PLLC. iy ROPOSED Dg INAGE U.P. CUT & FILL CALCULATIONS . . . . .3 . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . (1) 8X1O LEACHING POOL / PALE BROWN P�j o ° / / FOR LAND51CAPE AREA 1 qd \ 14' FINE SAND (SP) RESIDENCE VOLUME OF EXCAVATION TO CONSTRUCT PROPOSED STRUCTURES: 1,468 C.Y. 28. j Q • / GRATE EMI.. 39.5 VOLUME OF FILL TO CONSTRUCT PROPOSED GRADES: 461 C.Y. J 1 VOLUME OF MATERIAL TO BE EXPORTED: 1,007 C.Y. 26 Q p o o EXISTIN ARAGE TO A 2L, -BE-R-E OVED (DASHED) EL. 20.0 5250 VAN STON U.P. THE VOLUME OF SOIL MATERIAL TO BE REMOVED FROM THE SITE AFTER I o / ESTABLISHING PROPOSED GRADES IS APPROXIMATELY 1,007 CUBIC YARDS. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . TEST HOLE . . . . . . DUG BY MCONAD GESOCIENCE ROAD THE VOLUME OF FILL AND EXCAVATION INDICATED HEREON IS BASED ON . . . . . . . . . . . . . . . . . . . . . . �/ \ / // s APRIL 20, 2018 GEOMETRIC VOLUME CALCULATIONS AND IS APPROXIMATE. NO ATTEMPT HAS BEEN a - / /� / />k6 / J. � (� MADE TO FACTOR FOR COMPACTION, SPILLAGE AND OTHER VARIABLES. . . . . . . . . . . . . . . . . . . . . . . . P OPOSED DRAI AGE -'j . - ' �/ / ��� V� (NO G.W. ENCOUNTERED) C U TC H 0 G U E, N Y, (1 3) 8X5 LEACHIN 1� ,� \ THE CLOSEST USGS MONITORING WELL LOCATED IN COVERAGE CALCULATIONS POOLs�C�R GRAVEL MIN.' � `y� ® /� � oC � 1-10, O THE TOWN OF SOUTHOLD LISTS THE HIGHEST 119,35 TOf OF B D VEWAY &r `GARAGE/BAR p - ` -�%, �- X1 // / ,� 113.3' �� \� RECORDED GROUNDWATER ELEVATION AS 13.41' LOT AREA ±540,391 S.F. tQrF W/ (S) C Td B INS i / Q AREA OF BUILDABLE LAND = ±215,437 S.F. / 8�` / R.W. / /� / / /y ABOVUSGS WELL E THE SPECIFIC VERTICAL S 9T1814•DATUM ALLOWABLE BUILDING COVERAGE = ±43,087 S.F. (20%) O �� / ARCHITECT i XISTING LEA ING MIT - / X�/ �` Lake�Flato Architects,INC EXISTING BUILDING COVERAGE: / ( 0,95 S. Bk� o �, `� 40.0. r / �� _N iy O 331 Third Street MAIN HOUSE = f3,077 S.F. 01 GUEST HOUSE = t 1,057 S.F. �% , 1 - ' - o \ - � San Antonio,TX,78205 i 210 679-2327 GARAGE = t1,007 S.F. TOE OF SLOPE ROPO D IL FENC TO 6 ° - ° 10', MWN.- D s 393 �� \ ( ) BOAT HOUSE = f331 S.F. _ _ _ _ _ - ✓ G ° / �' T.W. 46.0 I PROPOSED 52. ALONG RETAINING WALL R�CHE IN 6 AND�TAKE / OVERHEAD n k / / HEIGHT VARIES WITH-GRADE PROPOSED WATER SER ICE TOTAL = f5,472 S.F. (2.5%) - HAYBALES 0 BEIFZECESSED A �/� o • RAc oDobR o S°'; �� o _ /� B.W. 36.3� CIVIL ENGINEER IN. OF 4" INTO T GR0�1 PROPOSED BUILDING COVERAGE: - The Raynor Group,P.E.&L.S.PLLC SEE ETAIL) t, ��' O� 3Q.4 • Y p MAIN HOUSE = f2,159 S.F. o �° C� S� ' --- �_ 860 Montauk Highway,P.O.Box 720 MAIN HOUSE PORCH = ±344 S.F. 1 / _ `l, �F. _ Water Mill,NY 11976 ROPOSED SANITARY SYSTEM GUEST HOUSE = t1,057 S.F. 0P 8X6 9� FO O�� �P T.W. 46.� , (631)726-7600 GGUEST ARAGEHBARN DECK = f1,479 S.F. OQ / �OQ�'O�p�p \1 B.W. 39.4 '6 / (1) FUJI-CLEAN TREATME TANK & (1) 8' DID, . 12 DEEP LEACHING POOL POOL = t891 S.F. �/ Q RPGO pQ �`' `'' o PROPOSED DRAINAGE W/ ROOM FOR Rf��EXPANSION LANDSCAPE ARCHITECT POOL DECK = t587 S.F. PROPOSED A� ERVI / ��o Gp 05 FF�•�p'1°' (1) 8X3 LEACHING 'POOL Margie Ruddick Landscape POOL EQUIPMENT BUILDING = ±144 S.F. ��� �OQ G� �'��1 ` - FOR GUEST HOUSE EXISTING RETAINING-WAL 11 Neperan Road Unit 6 t331 S.F.OAT HOUSE - 8X7 �� Q P \ Tarrytown,NY 10591 - / � � ry TOTAL = t7,331 S.F. (3.4%) �G�� �o, G� 1 O� / 24.3' (212)796-5087 � PROPOSED DRAINAGE DRAINAGE CALCULATIONS i .� o 1) 8X3 LEACHIN'O,POOL STRUCTURAL ENGINEER SE PORCH oe ELECTRIC C)/ 1�OfsOSE� % o��oo PROPOSED � _______ ° 2°.2� 28.88•6^ EXISTING 1 STORY FOf�GRAVEL DRIVEWAY MAIN HOUSE: EEf�I L'6D - - GRATE EL. 45.0 Benson Woodworking Company,Inc. / 8X2 / FRAME GUEST HOUSE ROOF = t2,503 S.F. X 1.0 X 2" = 417.2 C.F. O� 44' TO EL. 39�5 3� SERVICE , INTERIOR TO BE RENOVATED �'- 6 Blackjack Crossing TERRACES = f1,005 S.F. X 0.9 X 2" = 150.8 C.F. / / \ PROPOSED DRAT E 8X3 ------ N W \ Walpole,NH 03608 TOTAL = 568.0 C.F. ti BLUFF // / ti`�`\ \ ��' I �'� C.O. 1 8X2 LEACH G P00 ^ 3 EXISTING/PROPOSED BEDROOMS ; (603)439-2016 1 ( ) N PROPOSED PUBLIC WATER m USE (2) 8' DIA. X 7' DEEP LEACHING POOLS = 591.4 C.F. t48,/ \ / \ \ \ NDSCAP -AR7=A 2 - F.FL. 44.5 B Fi` \ e \ ATE 45 % 0 19.5' G.F.A,�,t1,057 S.F. M/P ENGINEER LANDSCAPE AREA 1 = ±23,477 S.F. X 0.1 X 2" = 391.3 C.F. / 6' > Ip PROPOSED ON-GRADE Ln 29.5' USE (1) 8' DIA. X 10' DEEP LEACHING POOL = 422.4 C.F. 7 / \ / \ o _ WOOD DECK EL. 44 2.4" C.O. 9 Ripcord Engineering Inc. / f339 S.F. ro � PO Box 4175 LANDSCAPE AREA 2 = t3,313 S.F. X 0.1 X 2" = 55.2 C.F. / \��• � / F�L• "' \� 25.0' 10' \ Portland,ME 04101 / ° 39 \ \ \ PROPOSED F JI CLEAN CO TROL \ BX P OPOSED G AVEL DR VEWAY (207)835-4060 USE (1) 8' DIA. X 2' DEEP LEACHING POOL = 84.5 C.F. t 9' TO \ 1 °$ J °• ® >r B UFF \ < F \° \ \ 00' _ PANEL AND GPI OtJTCET-M UNTIED GRAVEL DRIVEWAY = f3,941 S.F. X 0.6 X 2" = 394.1 C.F. ° \ s� Fo\ \ e --- - ON WOOD P ST (CONNECT 0 \ d'•. GARAGE/BARN = f1,479 S.F. X 1.0 X 2" = 246.5 C.F. \ c �ti\\ \ SFTe �(/FF \ \ 44 . LIGHTING DESIGNER � \ �" ° �� GARAGE PO R SUPPLY) �� � � � q 40 'r`' yj / Byrdwaters DESIGN,Ilc TOTAL = 640.6 C.F. \ O �P,pc \ \ r^L � � FE 8 '•� - \ �G \ y�'so ,1 �" 3939 Black Gold Dr USE (3) 8' DIA. X 6' DEEP LEACHING POOLS = 760.3 C.F. �F� > F of F\ \ / PROPOSED MAC10OR LOWER W/ PROPOSED ELEC RICAL �+ i3� 5247 LIMIT OF FLOOR \ I ULATED ENCLOSU (TO BE LINE/CONDUIT/FROM TREAT ENT - � Dallas, 0- 673 GUEST HOUSE: \ c \ , ELEVATION o \`•.� v� (214)460-2673 \ HQ WIRED TO CON OL PANEL) 5> S / TANK TO CONTROL PANE 2 ROOF = f1,057 S.F. X 1.0 X 2" = 176.2 C.F. \ \ \ \ ` °o -Q PROPOSED LANDSCAPE WA 1 o < G� \ °°R / \ 28� I IES WITH GRA MIN `; O GRAVEL DRIVEWAY = ±392 S.F. X 0.6 X 2" = 39.2 C.F. \\ �i� \ \ \ \ - ° \� PROPOS AIR SU Y LI E C9 / G.O. LENGTH = / TOTAL = 215.4 C.F. \ ter- \ \\ �'\ \ �/ � 42 � USE (2) 8' DIA. X 3' DEEP LEACHING POOLS = 253.4 C.F. \\\ y�\ \ // \ \ e L S T WG RADE / �\`.� PROP UJI CL L AN \ o \ F.FL. \ / / i `\ CI 0 TLE MOUNTED N D POOL EQUIPMENT STORAGE BUILDING: . . . . . . . \ \ \ 37\ / 0 T (CON EC 0 POOL EQU MENT POOL BACKWASH = ±891 S.F. X 5% X 5' = 222.8 C.F. \ \ \ TEST \ - 36 > /ORAGE UIL,ING POWER SUMP LY) ROOF = ±144 S.F. X 1.0 X 2" = 24.0 C.F. ` U%_ \ TOTAL = 246.8 C.F. '� d+ 33.0' // / HOL 36 . i��y t�5 / / 14.4' SED M� 3OR BLOWE�W USE (1) 8' DIA. X 6' DEEP LEACHING POOL = 253.4 C.F. /, \ - // //F.FL. o ® V OEG� / / NSULATED �NCL SURE 0 B W.V. / 36 \ - ® t=_'"_-_ --_ ___ - ---- SEO / 10 ARDWIR TO C QP EL) l _ _ _ _ / PROPOSED STORY // _ _-_ _ PO HYD. SANITARY SYSTEM 1 - MAIN HOUSE &: GARAGE/BARN Ho�1s\ w/ f3A ENT \ / / ,� `� _ -------- ------- ----- -- PRE i 6 ROPO ED POOL EQ, IPMENT 4,-BEDRO \ / `� - --1 -- ---- STORAGE BUILDING N SLAB PROPOSED`PUBLIC WATER\ �, - 7/ 8X6 0 BEDROOMS A. TREATMENT TANK EXISTI G DW LING G.F.A. f2,159 S.F. \ / 36 SLP 20' \ / / "DR 37• \\ THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. & BRICK PATIO \ / / MAIN HOUSE: FOUR (4) BEDROOMS X 110 G.P.D. PER BEDROOM = 440 G.P.D. TO E REMOv\ED EX STING TIMBER WALL TO \ / MI ��. �� F.FL�. 46 Off, GARAGE/BARN: TWO (2) SCDHS BEDROOM EQUIVALENTS X 110 G.P.D. PER BEDROOM = 220 G.P.D. (DASH ) / G.FIIA. ±144 S.F. TOTAL = 660 G.P.D. DE REMOVED (DASHED) \ / fig• t27' TO _ _ 20' R E� P, / c1'O,, \ BLUFF B MIN. Op05 a3 EXI ING CLEARING LIMIT � USE ONE (1) FUJI CLEAN CENT TREATMENT TANK (700 G.P.D. RATED CAPACITY) � P (f6 ,950 S.F.) B. LEACHING SYSTEM �' TO �� `� ' SCALE: 1"=20' �F _ \ I PROP SED DR INAGE THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL L(lFF ,� \ I � A 0,"- 0 20 40 60 . . . . . \ FOR POOL EQUIPMENT POOL SIDEWALL AREA FOR A FIVE (5) OR SIX (6) BEDROOM RESIDENCE. . . . . . �'� `�? � (1) 8 6 LEACHING THEREFORE, 400 S.F. / 25.1 S.F./V.F. = 15.9 V.F. t14 ,TO, . .UF. . _ PR POSED ANITARY S- STEM IPMENT �j, 2019.05.15 L�F PROD.NO. 17086 USE ONE (1) 8' DIA. X 16' DEEP LEACHING POOL = 16.0 V.F. \ STORAGE BUILDING & POOL ±23' 0-BLUFF (1 FUJI C LEAN CEN- TREATM NT / EQUIPMENT BACKWASH Cr, \ I T NK, (1) JUNCTION ANHOLE, (1) \'0 I PROJ.ARCHITECT DE DRAWN BY: Author SANITARY SYSTEM 2 - GUEST HOUSE 6 �P O, N _. \ I DIA. X 16' DEEP LEACHING POOL A. TREATMENT TANK PRO OSP ED DRAfNAG 1 W/ R00 FOR 50% EXPANSION O THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. _ -{�F 2) BX7-LE�CHIN 00 PROPOSET ISSUE DATES THREE (3) BEDROOMS X 110 G.P.D. PER BEDROOM = 330 G.P.D. , . . - _�-. POOLS_-FOR MAIN HOUS \ T �,� (DASHED), CONTO R \ ' ,0 6 (DASHED) DATE rSSUE USE ONE (1) FUJI CLEAN CEN5 TREATMENT TANK (450 G.P.D. RATED CAPACITY) N Al EA SLOPING fOUAL-OR PROPOSED E'LECTRI AL O Sl o. . . . . . 201R.10.12 BID SET EATER-THAN_2O% _ _ LINE GC3N�T FROM CONTROL 6 I �. y/GR \ q,L \ 2 PROPOSE CLEAR[ G LIMIT 2019.01.11 BID RF:viSlo�is B. LEACHING SYSTEM 1SINGREATER THAN 2 PANEL TO AtiSRESIDERiCE \� . \ v, 0 THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL __--- 2019.0.'1.08FLRMIT SEl- PRE TP.US)TEES SIDEWALL AREA FOR A ONE (1) TO FOUR (4) BEDROOM RESIDENCE. 6' > \ PROPOSED 4 HIGH POOL FE CE TO F THEREFORE, 300 S.F. / 25.1 S.F. 3 019.0 ,.1,F -I•M!T SET- 7RUSyrEs REV S.F./V.F. = 11.9 V.F. \ 2 2 MEANDER THROUGH XISTING USE ONE (1) 8' DIA. X 12' DEEP LEACHING POOL = 12.0 V.F. .. ... .. pRppOSE6 AIR SUPPLY L 2� 26 VEGETATION W/ SEL LATCHIN GATES THE FUJICLEAN MODEL CEN5 & CEN7 TREATMENT TANKS DO NOT UTILIZE ANY ADDITIONAL VENT - 1.6 PROPOS p SILT' F CE TO BE PIPES. THE CEN5 & CEN7 VENT THROUGH THE MAIN SANITARY LINE AND HOUSE VENT. PROPOSED-ELECTRICAL \ \, TRENCHED\IN 6" AND STAKED LINE/CONDJ>f Q FROM TREATMENT AYBALES T BE RECESSED A fN NOTES , , .-.. 1ANK TO CONTRO PANEL S E DETAIL TO THE GRODVD 1. LOT AREA: 540,391.47 S.F. (12.41 ACRES) . OE OF OPE �� REVISIONS 2. ZONING DISTRICT: R-40 12 . / - J NO. DATE DESCRIPTION 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON gZ Q THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST DATED AUGUST 10, 2017. Z� 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE PROPOSED SANITARY SYSTEMS. 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL 0, f DATUM OF 1988 NAVD88 . 6. APPROXIMATELY f6,741 S.F. OF CLEARING PROPOSED WITHIN 100 REA SLO IN G QUA FEET OF THE TOP OF BLUFF OR BANK. 'S\GR TER�T�AN 2Q% . . . PERMIT S E T N GR TER-THAN_20' C) THE RAYNOR GROUP,P.E.&L.S. PLLC 7. AREA OF DISTRURBANCE = ±66,895 S.F. . . . . . ` S SURVEYORS CIVIL ENGINEERS SITE PLANNERS (� N �� DEERFIELD GREEN P.O.BOX 720 qw \ ' \ ® WATER MILL,NY 11976 (631)726-7600 z z w U E 1 E w m O c � `m O 6 = Y� SITE PLAN E F 6 0 U_ Z Q L N N V- C N O •O J a •� T N O U 7r t0 L a � iLm a lU lL • C U N U 0 614/20) ARCHrrzCT" INC. 2 a E m LO LO O N NLO o 00 W E UJ 1 • 4 0 UJ (n N 0 illsQ N 0 xo1- w LU CU 4- LL N M (>3 = 1/2"VENTILATIONZ cM - PIPE B CHAMBER Volume(gal) LL SCUM BAFFLE f Sedimentation Chamber 397 0 co 20" MANHOLE W/ POLYLOK FIBERGLASS LOCKING r-„� 2-B�" -,` Anaerobic Filtration Chamber 396 r- COVER, HDPE RISER AND SAFETY SCREEN O Aerobic Contact Filtration Chamber 181 -RECIRCULATION CD Storage Chamber 90 M Z N AIR LIFT PUMP (3) Disinfection Chamber 6 (V 24" MANHOLE W POLYLOK FIBERGLASS LOCKING / Q s. CYLINDER(OPTIONAL) Total Volume ]069 -1/2-VENTILATION PIPE 0 JUNCTION MANHOLE / /, �h�\ SCUM BAFFLE B CHAMBER Volume(gal) Z (SEE DETAIL) COVER, HDPE RISER AND SAFETY SCREEN 4"INLET PIP -- ` ^``' j OUTLET PIPE SPECIFICATIONS 2._10A, o Sedimentation Chamber 277 Q Anaerobic Media PP/PE Filhng Rate 32% Anaerobic Filtration Chamber 278 C+1 ve A 2'-10 2'-711• 0 " 4 DIA. CLEANOUT 4'-eL I Board Type Aerobic Media PVC/PP/PE Filling Rate 17% 2 - 03 Aerobic Contact Filtration Chamber 127 (n SEE DETAIL 0 Aerobic Media PP/PE Fillmg Rate 55% ECIRCULATION O Storage Chamber 63 ( ) r' - SEE DETAIL BELOW -�% _._.,� `. Blower 2.8 efm �.� AIR LIFT PUMP © Disinfection chamber 4 SAFETY SCREEN j' \ _ ! --EFFLUENT Tank FRP Q,:;.:! SINFECTION Total Volume 749 FOR GARAGE/BARN INLET BAFFL r! © AIR LIFT PUMP Piping PVC/PP/PE - CYLINDER(OPTIONAL) _Q Access Covers Plastic/Cast Iron 4-INLET PI -\, �`��., OUTLET PIPE SPECIFICATIONS RESIDENCE DsmfectantlOpttonal) ChlonneTablets 1Y a F.FL. EL. f 37' 4'-01 4� �A Anaerobic Media Pp/PE Filling Rate 32% GRADE: 38' GRADE: 35.5' GRADE: 35' IR INTAKE 3 Board Type Aerobic Media PVC/PP/PE FdhngRate 16% RECIRCULATION PIPE OW BAFFLE '\\ /' '\ '`\ '© Aerobic Media PP/PE Filling Rate 57% 12" 1' MIN �, FLOW OPENING(TW. (CLEANING OPENING) B FFLUENT Blower ,.881cfm 4" DIA. SDR-35 PIPE MIN 6 PRECAST - 0 AIR LIFT PUMP 2.5' MAX PLAN VIEW INLET BA %O (1/4"/FT MIN. SLOPE) 4" DIA. SDR-35 PIPE i- 0 - Piping PVC/PP/PE 4" DIA. SDR-35 PIPE CONCRETE SLAB Access Covers Plastic/Cast It (1/4"/FT MIN. SLOPE) 1 8" FT MIN. SLOPE ( / / ) Disinfectant(Optional) Chlorine Tablets INV. INV. CYLINDER ON 4"MANHOLE RECIRCULATION PIPE OW BAFFLE _J /2'AIR INTAKE :33.78' 33.10' INv. INV. BAC K FI LL AR 0 U N D LEACHING CYDNDER(OPTIONAL) FLOW OPENING(TYP.INV. INV. 18"MANHOLE(TYP 18"MANHOLE(TYP 24-MANHOLE(TIP CLEANING OPENING) B 2' OF CAST IRON PIPE 33.00' 32.45' 2 32.28' 32.20' LOW OPENING PLAN VIEW EXTENDING THROUGH -32.9' 26.3' 8' POOLS WITH 3 MIN. COLLAR EL. 32.25' ;�:;' OF CLEAN SAND AND GRAVEL 11 3 -DISINFECTION 4"MANHOLE FOUNDATION OF BUILDING 4'-11" - �'-1d OARD TYPE 18-MANHOLE(TYP 18"MANHOLE(TYP 24'MANHOLE(TYPCYUNDER(OPTIONAL) CONTACT MEDIA OW OPENING -0 2- OARD TYPE BOTTOM OF TANK EL. 27.37' ;jf�� ECIRCULATION - - CONTACT MEDIA FUJI CLEAN MODEL CEN-7 B'-D 0 ASSEMBLY 6. IF 16 V.F. 5._,. 4-11• >.'`®' 4' 11" \ r/i 1 !J/ _ ' \ 0 \ 'Y f' S'-5` 0 ® V-5" ECIRCULATION ©/" ��`'.33 77 © ASSEMBLY EROBIC MEDIA 4-48" 4•-31" 4'-21" NOTE: f \ \ ERATION ASSEMBLY UTILIZE SANITARY LINE FOR AEROBIC MEDIA NORTHFORK TREATMENT TANK VENT. SECTION A-A VIEW SECTION B-B VIEW ERATION ASSEMBLY RESIDENCE SECTION A-A VIEW SECTION B-B VIEW BOTTOM EL. 16.53' SANITARY SYSTEM PROFILE 1 - MAIN HOUSE PRECAST CONCRETE LEACHING POOL FUJICLEAN CEN-7 SPECIFICATIONS FUJICLEAN CEN-5 SPECIFICATIONS 5250 VAN STON NOT TO SCALE (10' DIA. X 16' EFFECTIVE DEPTH) NOT TO SCALE NOT TO SCALE ONE (1) REQUIRED ROAD ) ' ( WATER GROUND WAR EL.) TO±1GROUND 3.41 N (HIGHEST EXPECTED) CU TCH OGU E, NY, 11935 ARCHITECT 24 LakelFlato Architects,INC - 331 Third Street San Antonio,TX,78205 COVED MANHOLE (AS (210)679-2327 ,� SUITABLE COVER JUNCTION MANHOLE OPPER OR SLATE OR OTHER PER SCDHS STANDARDS) INDOORS OUTDOORS 4 DIA. CLEANOUT (SEE DETAIL) STOPPER OR SUITABLE COVER CIVIL ENGINEER ST (SEE DIETAIL) END PLUG END PLUG CONTROL PANEL I GARAGE y p OWTS CONTROL PANEL The Raynor Group, P.E.&L.S.PLLC GARAGE/BARN I Water Mill,NY ntauk 9 97gy'P'o.Box 720 ADJUSTABLE LOCKING TYPE 'F' POWER NEMA 4X ENCLOSURE GROUND FL. EL. t39.5' CAST IRON FRAME AND COVER PANEL 1 LUG ^' 1(.•. TO BE WATER TIGHT GRADE EL. 38' PROVIDE TWO 20A, INI 4F 2 3 7 5 6 G (631)726-7600 �C. ( 25'MAx 8` MIN TRAFFIC BEARING 1-POLE CIRCUIT BREAKER I 2#12,#12G IN AND INSECT PROOF) 1- TO MEET AASHTO-H20 IN GARAGE POWER PANEL SCHEDULE 80 NO IELD GRADE: 38' . :. CONNECTION ARCHITECT _ r : PVC CONDUIT 1 12 1 12, LANDSCAPE A VARIES -, 20A 2G Margie Ruddick Landscape 11 Ne Tarrytown,NY 10591 4" DIA. SDR-35 PIPE 4" DIA. SDR-35 PIPE I 2 18 1 12, 2 12, peran Road Unit 6 (1/4"/FT MIN. SLOPE) (1/4"/FT MIN. SLOPE) STEPS ARE TO BE COPOLYMER ry VARIES JOINT SEALANT TO 20A # 2G # 2G (212)796-5087 TO TREATMENT TANK (SEE POLYPROPYLENE COATED y2" BE 1" BUTYL RUBBER INV. INV. SEWER :34.15' 33.10L:7:::: 33.O0' . PROFILE ABOVE) PIPE STEEL BARS 0 12" O.C. ? FOR ALL JOINTS 2' OF CAST IRON PIPE SEWER EXTENDING THROUGH �- 50.6' EL. 32.25' PIPE PROVIDE NON-SHRINKING STRUCTURAL ENGINEER FOUNDATION OF BUILDING CONCRETE INVERT , MAST JOINT SEALANT DUPLEX RECEPTACLE INSTALLED IN WP AIR Woodworking Company, 30' ELBOW FORMED TO AT --EL. 33.10 COMP 45' ELBOWS LEAST 3/4 OF THE Walpole,NH 03608 DIA. OF THE PIPE EL. 3 .00 WEATHERPROOF ENCLOSURE 6 Blackjack Crossing = CAST IN PLACE FLEXIBLE 0 FINISHED (603)439-2016 RUBBER SLEEVE WITH FINISHED GRADE GRADE 5„ STA NLESS EEL PS 8"1 L-48"`I.D.- OR (FLEXIBLE T RUBBER ABOOT M/P ENGINEER Ripcord Engineering Inc. NOTE: 45' ELBOW NOTES: PO Box4175 1. ALL MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478, Portland,ME 04101 UTILIZE SANITARY LINE FOR 207)835-4060 NOTES: NOTES: so• WYE LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST ONSITE WASTEWATER M ( TREATMENT TANK VENT. 1. CLEANOUT DETAIL FOR AREAS NOT PUMP 1. SUBJECT TO UT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC. REINFORCED CONCRETE MH SECTIONS. TREATMENT SYSTEM ALARM EFFLUENT = FLOAT 2. CLEANOUT DETAIL ICFOR RUSEAWITH 2. CLEANOUT DETAIL FOR USE WITH 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' FLOAT PUMP - SWITCH LIGHTING DESIGNER BUILDING EXTENSION/CONNECTION. HEIGHTS, AS REQUIRED. SWITCH 45' BENDS. 3. LOADING TO CONFORM TO AASHTO H-20 LOADING Byrdwaters DESIGN,Ilc SANITARY SYSTEM DETAIL - GARAGE BARN 4. ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET. 3939 Black Gold Dr f CLEANOUT DETAIL CLEANOUT DETAIL OWTS SINGLE LINE DIAGRAM Dallas,TX75247 NOT TO SCALE NOT TO SCALE NOT TO SCALE 5. OUTLET PIPE TO BE SET 0.1' MIN BELOW INLET PIPES. NOT TO SCALE (214)460-2673 6. THE MAX CHANGE IN EL, BETWEEN INLET AND OUTLET INVERT(S) SHALL BE NO GREATER THAN 2 FEET. CONCRETE ACCCESS/JUNCTION MANHOLE NOT TO SCALE 20" MANHOLE W/ POLYLOK FIBERGLASS LOCKING COVER, HDPE RISER AND SAFETY SCREEN 24" MANHOLE W/ POLYLOK Figure 5.30 FIBERGLASS LOCKING Reinforced Silt Fence COVER, HDPE RISER AND SAFETY SCREEN 4" DIA. CLEANOUT WOVEN WIRE FENCE SYMBOL GUEST HOUSE (SEE DETAIL) SAFETY SCREEN WIN.AX, 6'UGE MESH F.FL. EL.: f44.5' 10' MAX C. TO C. SPACING) ENCE GRADE: 43' GRADE: 43' POSTS DRIVENN. TMIN. 16' INTO GROUND. 12" MIN 1' MIN 6" PRECAST 2019.05.15 LIF PROD.No. 17086 4' DIA. SDR-35 PIPE 2.5' MAX EIGHT OF FILTER 4" DLAFT MIN. SLOPE) 4'DI0. SDR-35 PIPE CONCRETE SLAB 18' MIN, FOR S.C.D.H.S. USE ONLY (1/8'/FT MIN. SLOPE) .. '�^ - W 6' Mitt PROJ.ARCHITECT DE DRAWN BY: Author INV. INv z INv. INv. BACKFILL AROUND LEACHING 4 �- 2 OF CAST IRON PIPE 40.15' 39.94 39.78' 39.69 POOLS WITH 3' MIN. COLLAR PERSPE.TI VI W EXTENDING THROUGH 10' 8' VISUAL OF CLEAN SAND AND GRAVEL 36' MIN. FENCE POST SET ISSUE DATES FOUNDATION OF BUILDING BEACON BEACON SYSTEM WOVEN MIRE FENCE (MIN, I; DAIE SS1.1E GAUGE W/ MAX. 6' MESH 2018.i 0.1 2 B ID SET SPACING) WITH FILTER CLOTH CONTROLLER/ALARM 2�'MIN- 2019.01.11 BID REVISIONS BOTTOM OF TANK EL. 35.52' F���- UNDISTURBED GROUND 2019.03.o8F)ERMII SET- PRE TRUSTEES 450 GPD TREATMENT TANK COMPACTED SOIL--- 1019.05.15PERMIT SIFT- TR, sTEES REV FUJI CLEAN MODEL CEN5 EMBED FILTER CLOTH I6'MIN. 12 V.F. ELECTRICAL & MAC "R" AIR BLOWER A MIN c1I 6• IN GROUND. it 4'�- CONTROL TO BLOWER TO BE HARDWIRED TO SECTIt1a vlfW NOTE: CONTROL PANEL CONSTRUCTION SPECIFICATI❑NS UTILIZE SANITARY LINE FOR CONTROL WIRING TREATMENT TANK VENT. 1 20 VOLT OUTLET TO OWTS COMPRESSED AIR '' WOVEN APLES POSTS SMALL FASTENEDC E EIT►ER'T'Ill OR 'U''FENCE TYPEPOSTS OR HARDWOOD. TIES LINE TO OWTS 2. FILTER CLOTM TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24' AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, REVISIONS 6' MAXIMUM MESH OPENING, 36" MIN. INSULATED 3. WHEN TWO SECTIONS 13F FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- NO. DATE DESCRIPTION Ed BY SIX INCH AND F BOTTOM EL. 28.03' BLOWER MIRAFIDIOOX, STAMINKA T140N0., ORDAPPROVED EOUIVALFILTER CLOTH ENT EE EITHER FILTER %, PRECAST CONCRETE LEACHING POOL = __ = ENCLOSURE 4. PREFABRICATED UNITS SHALL MEET THE_MINIMUM REQUIREMENTS SHOWN. (8' DIA. X 12' EFFECTIVE DEPTH) 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE. ONE (1) REQUIRED ADAPTED FROM CETAILS PROVIDED BY, USDA - MCS, NEV YORK STATE DEPARTMENT OF TRANSPORTATION, REINFORCED GRADE NEW YORK STATE DEPARTMENT 13F ENV•IRMMENTAL CONSERVATMN, SILT FENCE p 3' (MIN) TO GROUND WATER p NEV YORK STATE SOIL i WATER CONSERVAT[CM CIORMITTEE GROUND WATER EL. = ±13.41' (HIGHEST EXPECTED) November 2016 Page 5.56 New York State Standards and Specifics- PERMIT S E T Specifica- tions For Erosion and Sediment Control ® THE RAYNOR GROUP,P.E.&L.S.PLLC SANITARY SYSTEM PROFILE 2 - GUEST HOUSE CONTROL PANEL ,AND BLOWER DETAIL DEERFIELD GREEN P.O.BOX 720 SURVEYORS CIVIL ENGINEERS SITE PLANNERS NOT TO SCALE NOT 'TO SCALE ® �I WATER MILL,NY 11976 (631)726-7600 z z w U mEW U) aE O m LL DETAILS � LL E _ a � o O LL Z y � LL C U � O.O J T � O U m t tL � d o_ lL N l0 LL ` C U N U 0 6/41201, � - - - --------- --- � -- - - - - - ---- - -- !II!I!!IIIIIIII!!III!IIII!!IIIIIl 1&9%CD-6n"rEC1Ir0 UMC. I L; .E I . 6 a W = e � < 2 12 F as, �, Lr) L0 -i :a C:) T--- 0 N C'4 L0 a 1-- 00 (y) E 1i W r- ,j 0 cr w co " 0< N - 0 L I-- X6 4- . . C) �_ C14 Z \ -LL. a) Figure 5.30 Figure 2.1 Figure 5.32 QI 0 Lo -,e STANDARD AND SPECIFICATIONS FOR - M CU CONCRETE TRUCK WASHOUT Reinforced Silt Fence Stabilized Construction Access Fabric Drop Inlet Protection W -17 Z C') - vl�- I �- . \ • 0 or) �r. � r-., --- , leaching of liquids into the ground.The liner shall be plastic. . . . . . . . . . . . . . . . . � . . . . . . . . . . . '!, �,,, ,"�, - -- ,,,,',,�.';v7.� ' � 11 ",� ",�:,",�,Z,,�, , I ,-,,� s ��'�CA sheeting with a minimum thickness of 10.,Is with am bolts WOVEN WIRE FENCE SYMBOL Irl- r,�: . . . . . . . . . . . . . . . . . � I . I . � . I . . . , � 7 ..: �.:�� SYMBOL � " or"a'.an . ,A I d anchored beyond the top of the pit with an CMIN 14 GAUGE I SYMBOL, '.": r rl.,n beran,sand bags,stone,or other structural T'W/ MAX.6- MESH I- 5029.N. EX Irl- . I I �Pl ��\ ., "�V'� � ���� ,�.;.� VXV WOOD rftAMF � ?: 0 1 , , ."T�,,x.,k I, rance except at PAVEMENT Z C14 ?: '7�." -.-.. , ".c. -13 - ,,�s"N' � , the '".point. 10' MAX '. TO C. \SPACING) I ce) j� ,4�.',:,� ,1: ,_',� - . �.I . . . . . . . . . . . . . . . . . � , I El I � . . � . . . . . . . . . . . I . . . . I I . . . . . I . .. W - . 1 - "'I �� I I" �1,4 I I . - .C=== R 11 11 MAX.[ - FAB < CN . , �-T,4,�x' '. � - r i- , " lfpre-bbricated washouts an,used they must ensure the EYISTING=FILTER--/ I i �_,�� "-,�,.� r, �'," . . . . . � . . . . . . . . . . . . . . . . . . . . 01� (P \ * -�% f'"'�*'j.,'-,L� .,.:� 1), capture and containment ofthe concrete wash and be sized 36• MIR LENGTH FENCE , , � 1:P 01 7 t� -V Y.. 11 "�,r.'..'I,"� I based on the expected frequency of concrete pours.They . I.... -.1- -.. GROUND LOTH COFFTIONIAL) STAKE 6 , . . . . . . . . . . . . . . . . . . . . . I (. ) t ,k, ,.�,,-,-,", xF till�l 1. ,, I 11 shall be anad.a-,.the location crarmai. INTO GROUND. 0 , �.I ���,,��;,,;I��..,%�,,�,"I 1 eli.� I I... . �Dwic - 4 Z T- I .. . �-,.3�,, r T,'"-.,,�I�,� ,0� �11� "I Maintenance ��I -!Jl-ar- C14 1�1jre� ,c'�, ,�,r,',L � �, ,. , V, I 8'MIN. I - , I. . . . . . .. ,� ,i-�;, : ., `��,,:,� ,,�-,,�,""".�.� , All concrete washout facilities shall be inspected daily. .7 , . - - EXISTING -F- I U U J -`�Fali�jli'- V& a- . . � . , . . . . . . . . . . . .. .. .. I ... . . . . . -;�- I,I.... . -A I",;,,I . ," I �E,IGHT OF FILTER - 3'MIR < .� �, , I ��, ... � -lr\ . , �-T . . . . . . . . . 0, . , � I -M. .. .. . . . . . I . . . . . . -� , , " 7,r,. � ; I ,,,",�`��,-, �,�,,,I * ,.,leaking fiscilitic.,hall be deactivated and - . - . . . . . I . . . . ,4�.W. 11, 41��a.�. .P." , 61 RIK GROUND --� L Fl-tgl l�11!4: �I- 1.�: .it or replaced immediately.Excess rainwater that � . , �, . . - has accumulated over hardened concrete should be . . . . . `'�� 7 E'XISTING mi < 7- - - - . . . . . . . . . . . . ... .. .. . . . . . . . . . . . . . . . (5\ 7 1 - - . .-.�- 14N. . . . . . . . . . . I . . . .. . . . . . . . . . . � . . . . . . PROPOSE 12' X 30' (5) .Definition At Scope pumped to a stabilized area.such as a grass filler strip. ?,r vyr PAVEMENT DROP INLET Motto FABRIC CIP, . . . . . . . . . . I . .. . . . . . . . . . . . . . . I . . . � STABILIZE CONSTRUC DN A temporary excavated or above ground lined constructed pit *Accumulated hardened material shall be removed whenPFRSPFC WITH GATE BELOW GRADE) where concrete track mixers and equipment can be washed 75%ofthe storage capacity of the structure is filled.Any 36' MTN, FENCE POST RL6N--y1LW = FRAME I ENTRANCE (SEE DETAI cp s llbepumped i a containmentI . . . I -- alkalie musaff from entering storm drainage systems or X.fil MESH PROPOSED ILT FENCE BE . -�, after their lad hve bee dihd mvent ig vessel and properly disposed ofoffsite. WOVEN WIRE FENCE ( R, 14 - .111 -,-- . . . . . . 1-hing into soil. *Dispose ofthe hardened material off-site in a GAUGE W1 MA [*'IHIML . . . . � � � . . . . � . . . . );> . . . . . I . . . . . . . . . I - - � I . TRENCH IN 6 AND KED . 01construction/dennefitim landfill.On-site disposal may be SPACING) WITH FILTE CLOT 2OWN. CONSTRUCTION S -'ATIONS - 2. DRIVE STAKES 0) - . . . . . . . . . . . . . . . . I I . . . . . . . Conditions Where Practice Appille allowed ifthis has been approved and accepted as pail of FLOW - AmittOF to,HAYB S TO BE R SSED A t-) the projectsSWPPP.Inthatcase,thematerialshouldbe UNDISTURBED GROUND 1.ST13NE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE "-- 1��,�� -= nRCLOV GRADE Washout fa iNties shall be provided for every project where recycled as specified,or buried and covered w ith a COMPACTED SOIL.�. . . . . . I . . . . . . . I . I . . . I . . -1 MI OF 4" INT am,cret will b,p...d-.th�-i,�f.-,d.�th,�ite.Th.a minimum of2 feet ofelean compacted carthfill that is - COUIVALENT. AT CDRNERS-�-, PRO OSED 8'X8' C ',NCRETE far,,ity will receive highly alkaline wash water from the peirnanc A MIR 12F ( D,-" '6,MIN. 2.LENGTH - NOT LESS THAN 5ET FEET<EXCEPT ON A SINGLE RESIDENCE LOT WHERE A --;�- --�-- ally stabilized to prevent causa.m. EMBED rILT5R,lCL,1TTH(SEE IL) (LIMIT OF cleaning ofchutes,mixers,hoppeta,vibraters,placing -The plastic liner shall be replaced with each cleaning of , ,_7 . 30 FOOT MINIMUM LENGTH WOULD APPLY). . . . . . . �00 WAS OUT AREA (SE DETAIL) .,3�7 . . . . . . . . I . . . . I I . . . I r *�, DISTURBAN = ±66,895 S.F.) equip ent.trowels,and scoceds.Under no circumstances will the washout facility. 4i- CIFICATIONS 5�1 � SECT11IN VIEW I THICKNESS-N13T LESS T14AN SIX(6) INCHES.w.�hwalerkomdmeoper,itiombeallow�ttoinfilimteinta *ln�pect the prriect site frequently to caam,that no03�1 concrete discharges ace taking place in am-designated 4.WIDTH - TWELVE CIP)FEET MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT OF, , & - - the soil or enter surface waters. areas CONSTRUCTION CIFICATIONS L FABRIC SHALL HAVE AN EDS 1 40-85. BURLAP 14AY \\. . ,' 1-�11�1/ P POINTS WHERE INGRESS OR EGRESS OCCURS. TVENTY-FOUR (24)FOOT IF SINGLE BE kXSED FOR SHORT TERM APPL CATIONS. . . . . . .""'. . I . I . . . . . . . . . . . . . . . . . . . . . . . I 'IT ,�- Desi2n Criteria ENTRANCE 70 SITE. 2.T&f,ARRIC FR13M A CONTINUOUS POLL TO ELIMINATE JOIRITS. IF . . . . . . . . � . . . . . . . . . . . . . . . . . . . . I � . . . . . . I . . . . To FENCE POSTS WITH S C NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. - , , , , R STAPLES.POSTS SHALL BE STEEL EITHER 'T' OR *U* TYPE OR HARDWOOD, OF STONE. "* II - , , , . . . . . . . . \ Capacity:The washout facility should be sized to 1.WOVEN WIRE FENCE TO HE FASTENED SECURELY WIRE TIE 5.FiEUTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR To PLACIN15 3 ATA TPAI ITLL� BE FANWT;,' it 4'WOOD OR EOUIVALENT. &SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- IKE WITH A Hit HIM LEN THCf' ECT. cents'a solids,wash water,and rainfall and sized to I'.FILTER CLOTH TO BE FASTENED SECURELY T13 WOVEN viRc FENCE WITH TIES I At- . . . . . . . . . . . . . . .. . . . . . . . . . . � . . . . . . . . . . . . I . . . . . . . . . allow for th onation of the wash water and STRUCT ON ACCESS SHALL BE PIPED BENEATH THE ENTRANCE.IF PIPING IS- � , ,., , ,I, ,.,.'.''' ''.*.,I . . . . . . . . . . . . . - SPACED EVERY 24* AT TOP AND MID SECTION. FENCE SMALL BE WOVEN VINE, IMPRACTICAL.A M"TABLE BERM WITH 54 SLOPES WILL BE PERMITTEDL 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A 7, � rainfall.Wa'sh"Zter shall be estimated at 7 gallons 6' MAXIMUM MESH OPENING, T.171iou I W1 1 M Y C OR0 \ per chute and 50 gallons per hopper ofthe concrete VLFW RL"MLSH BEHIND LLTER YABRI F S\ , pump truck and'or discharging drum.The minimum M WHEN TWO SECTIONS 13F FILTER CLOTH ADJOIN EACH OTHER THEY SHALL FE OVER- PREVENT TWKING OR FL13VING OF SEDIMENT ONTO PUBLIC RI&"TS-OF-WAY.ALL EMBEBEED �FOOT JINIMUM BEL13V GROUND AND SEDIMENT SPILLED. DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-W-WAY FAW LE ALL YE URELT ASTENED To THE STAKES AND FRAME. I size shallbe8feet by8feet at the bottom and2feet LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER X, 11 5�BAEILSHALITIH. . . I . . . . .-------� . . . . . . . . . . . . . 161deep Ife.avated,the aide sl.pca shall be 2 MIRAFI 100X.STABILINKA 7140N. OR APPROVED EOUIVALENT, MUST BE REMOVE IMMEDIATELY. . I I . . . . . . . I . . . . . . . . . . . . . . . . . . . I 0 . to I vertical. 6. 2FAME SHALL BE COMPLETED AROUND THE CREST . a. . . .��� I A PROPOS D CONSTR CTION horizontal 1 4.PREFABRICATED UNITS NALL MEET THE MINIMUM REQUIREMENTS SHOWN. &WHEN WASHING IS RE0UTRCI% IT SHALL BE DONE ON A AREA STABILIZED WITH STONE OFTW FABRIC FOROVERFLOW STABILITY 111 06ND WHICH DRAINS INTO AN APPRUVED SEDIMENT TRAPPING DEVICE. HAXIIHUM DRAINAGE AREA I ACRE,� 1:` Location:L-.t�th�f.�ility..,��...oflOOf�tf�.m 5 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED W14EN9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH . . I . . . . . . . I . . ,\ drainage awales,storm drin inlets,wellands,streams and 'BULGES' DEVELOP IN THE SILT FENCE. RAIM. . I . . I . . 1�, * 2--4- OOD CHIPS: other surfaiec waters Prevent surface water from entering the ADAPTElp FROM DETAILS pROVIDED By,USDA-NRCS . . . . . . I . . . . . . . - SLOPING. EQUAL'.O.R.'.'.'.*.'.'.'.'.' ' '.'.'.'. . . .* RVI E k \ // Structure except for the access mad.Provide apprapriate ADAPTED FROM DETAILS PROVIDED IlY-USD4-uscs. I NEW YUM STATE IDEPARTattwT or MWSPORTA710N,6 A> N STAGING AREA (COVER WITH FABRIC 0 . � �0access with a gravel access mad sloped down to(he structure. NEW YORK STATE DEPARTMENT(IF TRANSPORTATION, TOR REINFORCED I -'ED FROM DETAILPROVBY. SDA-NS. STABILIZED NEW YORK STAkTE DEPARTMENT OF ENVIRONMLWAL CONSERVATION, DROP INLET EATER -THAN -20% N' . Signs shallbeplacedtodirectdriventothefacilityaftertheir NEW YORK STATE IDEPART14ENT IF ENVIRONI-ENTAi.CONSERVAT , NEWYOSTATEIXPARTMET OF TRANSIRATICN, NEW YORK STAIr SOIL&WATER CMS MWITTEEI . . . . . . . . . I . . . load is discharged. NEW YORK STATE SOIL 4.WATER CONSERVATIN CORMITTEt SILT FENCE NEW YORK STATE TMENT Or ENVIRONENTAL CCNSERVATION. CONSTRUCTION . PROTECTinN� (I . . . ...2O.'......I.I...�I...-I�..�.. .I .�.... � 11) - Llmar: All washout facilities will be lined to Prevent INEW YORK STATE SOIL t WATER RT04 MMHITTEEACCESS . . .. . . . . . 1 1 . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . I . Z�.,. . . * * , -, 0If, November 2016 Page 2.24 New York S19te Standards and Specifications November 2016 Page 5.56 New Yotk State Standards mail Specifics- New York State Standards and Specifications Page 2.31 N.vernber 2016 New York State Slamdards and Specifications Page 5.61 November 2016 V. . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . . . . . . . . � . . . . IVEW Y . / For Erosion and Sediment Control tiers For Erosion and Sediment Control For Erosion and Sediment Control For Erosion and Serhun,ni Control 7 I�- �1-� , NORTHFORK /. I . . . . . . . - - - - . . . - . . . . . . . . ' . . - . . 1 - - - - . . . . . . I Id, INAGE U.P. �. k1) 8X10 L CHING POOL. 0 . . . -� I>13 . . . . I. . . . . . . . . . . . . . . . . . . . . � . . . I . . . . . . . - 028 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ lf�. , \ PARKING AREAR E S I D E N C E IQ II GRATE . 39.5. . . � - . . . . . . . . . I . � . . . . .. ... I . .�-�. . . . . . . . . I . . . . . . 0150SEO SOIL STOCKPILE 1Z . ) / /I- . I . . . . . . . . . . . . . . . . . . /26 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '. . . . . . I . _ .A EE DETAIL) .. I L . Qt 0 TO DRIPLINE .. . I . . . . . . I . . I . ... �. � ....I . . . . . . . . I . I . . . . . . . . . . . Z�, \ / E OVED (DASHE I- (TYP) . . . I . . . I . . . . . . . . . . I'll '. \ / / U.P. //- PROPOSED ONSTRUCTION TRAILER -.1I> -/ II> /. . . I . . . . . . . . . . . . . . � I L , -, /t,/, / ROAD ,. . . . . . . . . . . . . . . . . . . . � I .. . . . . . . . PROPOSED PO T-A-LAVS IL / I/ /". . . . . . . . . . . . . . . . . . . . I I I . . . . . . .. IL/7-,` (SEE DETAIL) r,, - / ( N. P OPOSED DR AGE /, t, �Ib == 2"X4"X8'POSTS- CUTCHOGUE, NY. . . I I . . . . . . . . . . . � . . I . . . . . . . . . . . . N / / / / LOCATE AT CORNERS AND. . . . (1 ) X5 I,V_ / (I-) 2"X 4"X&STAKES TRANSITIONS FOR EVERY 10-O"MAX. SILT FENCE TO EXTEND 3 8PI -1, . .. . D16LS G EL MIN.. 0�? 113.3, GRADE--- -_ OUTSIDE TREE DRIPLINETOPSOIL STOCKPILE, OR TOT01- J/- . . . . . I . . . . � . . D EWAY ARA /B ` / -- OCCUR AT POSTSAROUND ENTIRE PERIMETER OF EXTEND AROUND DOWNSTREAM &QJF-F- . I . . . . . � . . . ......................1�� . . . WJ ) BSSot, / / 7 H GH DENSITY POLYETHYLENE PORTION IF STOCKPILE IS ON SLOPE. / Af PROP SED CONSTRUCTION MESH.SECURE TO TREE. I STAGI A (2)2"X 4"CROSS BRACES : GUARD OUTER SURFACE WITH14 1 - - REA (COVER WITH AS NEEDED TO ENSURE-- ' � In GALV WIRE OR STAPLES, ARCHITECT XIS LE ING MIT I I ' P/ - ,*-, 2 -4 OOD CHIPS) FIRM AND STEADY STOCKADE FENCE . L LLLLL LL COLOR TO BE BRIGHT ORANGE. LakelFlato Architects,INC . L 4::��- SOIL10""I A , I U, M- LLLL - . LLL �� L LLLLLLLLLL 331 Third Street �LL L ,:� (TYP)-_LL L . - .LL LL L STOCKPILE San Antonio,TX,78205 1 TOE OF SLOPE I \ 6-10" --L LLL-L - -LL LLLLLL L Ll (210)679-2327� � � - / I> PROPOSED 52. ' LON ��� LLLLL-L - L LLLL. , II h - - - . __ /KZ T.W. 46.0 HEIGHT VARIES WI I ----------- -, -- Qr :FETTEOV�RH"El ER :-Z�� ML -LLLL AGED,09fR / B.W. 39.3(JI It '__ ORIGINAL GROUND SURFACE-- CIVIL ENGINEER -, D J, I> - -1/ Di CO 0 - The Raynor Group,P.E.&L.S. PLLC �, V, I " A V FINISHED GRADE--/ Z-0\()��P 10'-O"MAX (TYP) 860 Montauk Highway,P.O.Box 720R 11110 C-) (�-3 �\ I CIFICATIONS Water Mill,NY 11976 . .. -1, & ,�� POSED SANITARY SYSTEM , I 1. AN ON-SITE DRAINAGE SWALE SHALL BE LOCATED BETWEEN THE TOPSOIL STOCKPILE AND/ - i OFF-SITE PROPERTY. I> '? �p ,$rZ (631)726-7600 Z �o! J \C) 46 1 FDJ��LEAN CEN-5 TREATME TANK�8 , - W, � "(9 \ 2. REFERENCE IS MADE TO THE SILT FENCE DETAIL (ER-3) FOR MATERIALS AND INSTALLATION ,� ,� �; ,�D B.W. 39.4 ' k (1) 8' DTA-X12' DEEP LEACHIN POOL NO.4 REBAR,EVERY SECOND POST.,�) & METHODS. �Oe / / e(:���, I;e A-��, ,;� C��- \ GE _ SECURE WITH GALVANIZED 3. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, IT SHALL BE STA131LIZED WITH.. <� E�- . 0 SI0N WIRE AS DIRECTED.EMBED LANDSCAPE ARCHITECT ROP D WATE ERVI ,-� . 5� ci �, �� �, 4i1, (1) 8X3 LEACHING L MIN.2'-U'INTO GROUND. RANETOIERNMargie Ruddick Landscape . CP ��, , � � 4. INSPECTIONOFSILT FENCES SHALL BE ATLEASTONCE PER WEEK AND AFTER RAIN-$ 1�,,/ - ;�� N -- FOR GUEST HOUSE EXISTING RETAININ ' '�" NOTES: S EVENTS IN EXCESS OF HALF INCH (1/2 -) PER DAY OR EQUAL SNOW MELT. REPAIR OR I1 Neperan Road Unit 6 Z 8X7 91-;� 1� � ,- - TREE ,ROTECTION 1) NOTIFY LANDSCAPE DESIGNER AT LEAST EVEN (7) DAYS PRIOR TO INSTALLATION OF TREE PROTECTION FENCE. Tarrytown,NY 10591 IV, F .�> GRATE FILTER FABRIC, FENCE, T)?. (SEE TAIL) 2) VERIFY FINAL LOCATION OF TREE PROTECTION FENCE WITH LANDSCAPE DESIGNER BEFORE PROCEEDING WITH WORK. CE SHALL BE MADE PROMPTLY AS NEEDED. 212)796-5087 6P ,q C�. 0) TYP. (SEE DETAIL) / 24.3' 3) TREE PROTECTION FENCE SHALL BE PLACED AT THE CRITICAL ROOT ZONE UNLESS INDICATED OTHERWISE ON PLAN. 5. SEDIMENT TRAPPED BY THE SILT FENCES SHALL BE REMOVED AND PROPERLY DISPOSED OF ly - -4 I;r_ AGE FENCE SHALL COMPLETELY ENCIRCLE TREES. AVOID POST OR STAKES INTO MAJOR ROOTS. WHENEVER SEDIMENT ACCUMULATION DEPTH AT THE SILT FENCE IS APPROXIMATELY EQUAL I- / � -0. 3.8"'- TO TWELVE 2 INCHES (ONE-HALF OF SILT FENCE HEIGHT). 1-1 PROPOSED / / 3?" 0 - 20.2' 1 28.8' 0BX3 LEACHIN POOL 4) TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED 6. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN STRUCTURAL ENGINEER , 8.6"" EXISTING 1 STORY FO GRAVEL DRIVE DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ELIMINATED AND SHALL BE REMOVED ONLY WHEN DIRECTED BY VILLAGE ENGINEERING. Benson Woodworking Company,Inc. EN L-16 '? / -/ 8 W, - FRAME GUEST HOUSE \\ GRAT EL. 45.0 ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING AND COVERED WITH SOIL AS 6 Blackjack Crossing EL. 39.5 -�r / '-* INTERIO SOON AS POSSIBLE. TEMPORARY SOIL STOCKPILE DETAIL ��) 44' TO / PROPOSED DRAI E 8X3 ------ - -�� 3 EXISTING/PROPOSED BEDROOMS " W ) NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE Walpole,NH 03608 Aj BLUFF / ti,) . I I I (1) 8X2 LEACH G PO , ALLOWED WITHIN THE LIMIT OF THE FENCING. NOT TO SCALE (603)439-2016 C.0. 04 PR �n , � I I A0 2F.FL. 44.5 0 6) FENCING SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION. FENCING SHALL NOT BE MOVED OR ±48' , 6 . ATE 0 19.5' G.F.A.,,)±1,057 S.F. I ", ,_ REMOVED UNLESS APPROVED BY LANDSCAPE DESIGNER. WORK WITHIN FENCING SHALL BE DONE MANUALLY OR M/P ENGINEER b'q , \ p Z PROPOSED ON-GRADE ILn29.5 / WITH LIGHT EARTH MOVING EQUIPMENT UNDER SUPERVISION OF THE LANDSCAPE DESIGNER. �� \-*- \ "I 0 WOOD DECK EL. 44 p - ",, 9 ' . Ripcord Engineering Inc. �-\ . ±339 S.F. h'r.4 C-0- \ 'I . BIrp F.FL. \ "' 1�1 1 Portland,ME 04101 1 39 . --_ . - 25.0' 10' 11 ICE PROTECTION DETAIL. EL BAND (207)835-4060 TO i <�.- ` \ \,-,7 *, - -- I PROPO (111 TROL , - EWAY NOT TO SCALE 1 20*B UFF \ '61, - - - - - - - - PANEL AND UNTED .� ' 'I0 12 - - - - D P ST (CONNE 0 1,�. - cp LIGHTING DESIGNER . "C', I � ,,- ---, �- /,� STABILIZ CONSTRUTION I - - - - 40 - - L) Byrdwaters;DESIGN,lic 10 )-Y, - -'I 8,�?-, .\O I - - - -- ( FE -,�Ixl 3939 Black Gold Dr \'J r, I . N�1 - - - ---�� " PROPO Dallas,TX 75247 <,\, `�' GL)Q.�jED MAC10OR LOWER W/ \-,/1�, < LIMIT OF FLOOR - .U- -,J), '�ko , -SLATION \ - 0.0 ED ,, PR OS D 8'X8' CONC ETE (214)460-2673 \ '/, _il -,- \ WIRED TO CT,�N OL PANEL) 51 / TA -TO 0 WAS AREA (SEE D TAIL) I 1?* \U1 EXISTING DRIVEWAY TO 11 -0 ---- --B � PR PO - E A �- -- MIN 0 1(�19,3 -- . 0BE UTILIZED FOR 7, I/,Z/ - 1 � I S WITH G A - \-018". \ 1P 7 F1\i-IF�J,3 IR S EI � 0 / ",� -- -- 1^,1 ;ONSTRUCTION ACCESS N� �/ .0. ", LENGT -- -- ,* 1,�� -I "\\ ,O \ 0 - 42 -) - �1 --It PROP UJI CL L N (DASHED) IL'O � 7' - �.-5�x ,.� J . GRADE �- 1- �-, i- \ -10 F.FL. �, I 1-1 - F I JTLE OUNTED N D\ 37 01 1-1 �,\ 0 T (CON EC 0 POOL EOU MENT -PEROSION CONTROL MEASURES\ 1.�. -\ \ //// TES - '\� - 11 bc ORAGE UIL NG POWERS LY) . 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE . . . . . . 1-10 33.0' I/ OL - I- / 14.4' \. ... Z . ,�,�; I-, / I 8OR BLOW W NYSDEC, DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION AND SEDIMENT ,X �- - F.FL. 0 , / '- EO� �1.11 inNSULA N 11 SURE 0 BV N.V. TO PREVENT THE TRANSPORT OF SEDIMENT . . . . 36 --- . ,- ---- -----�-- - ARDWIR R P EL) TO OFF-SITE AREAS, PONDS, WATER COURSES, DRAINAGE INLETS, RECHARGE BASINS, ETC. D\2 STORY 1\ 1, �.: .... .............. ................. --IV // / ' ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS ASHOUSE W/ BA %ENT � \1� - - -- - ,?\�,Ov �. ROPO ED POOL EQ IPMENT HYD. CONSTRUCTION GRESSES, BUT THE FOLLOWING GENERAL CONDITIONS SHALL BEFRAME - PLAN VIEW SEDIMENT BAG SECTION 'E � 1 b NOT TO SCALE NOT TO SCALE )RO - - P OPOSE CONSTR MICON-131,UM TER STOR E BUILDING N SLAB O', OBSERVED:- 7 , /PROPOSED PUBLIC WATER- - - - - - 36 8XI5 0 B ROOMSLilG.F.A. ±2,159 S.F. . SLP 20' 415 / 1.DR 11 1 . �- * EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED.EX TING TIMBER WALL TO MI . E�- F..F . 46 0--�,, * CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF 22*20' 0\- // \ G.F . 144 S.F. k-3N HE LENGTH OF TIME THAT AREAS ARE EXPOSED. NOTES:. . . . REMOVED (DASHED) ±27 0 - MIN. ,-.1E!1 ,-� EXI ING CLEARI G LIMIT 0, I GN. . BLUFF --� �, Oko'v PES SHALL BE MINIMIZED TO REDUCE BASE RIM FABRICATED FROM 1h*X1/2"Xl/8" CHANNEL HANDLES.�- (±6 ,950 S.F.) <,\ RUNOFF VELOCITIES. AND SUSPENSION BRACKETS FABRICATED FROM 1y4-X1/4- FLAT 2- . 0. /O 11 STOCK. ALL STEEL CONFORMING TO ASTM-A36. P - - 1�1 PRO SED DR NAGE 11-1SEDIMENT BAG: BAG FABRICATED FROM 4 OZ./ SOND.. . . . . . . I . . . I I . - ��:: � \ 0\ /p * SEDIMENT SHALL BE RETAINED ON THE SITE. NON-WOVEN POLYPROPYLENE GEOTDMLE REINFORCED WITH . . . . . `,-�, . . . . . I - - \ (1) 8 6 LEACH Z POLYESTER MESH. BAG SECURED TO BASE RIM WITH A STAINLESS 1.,� -1 -. . . . . . . . 0 . . . . . . I . - \ , FOR OOL EQU SPECIFIC SEDIMENT CONTROL METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION 19* 2019.05.15 LIF PROJ.NO. 17086,±1'4'*TO. . . I �� .. . PR OSED ANITARY S STEM STORA E BUILDI G & POOL `��I AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW YORKSTEEL.SW AND LOCK.. I I.....I. ......... ..� . . . . . . . ! .. . ... . . \ \ (1 FUJI C EAN CEN- TREATM NT - EQUIP ENT BAC WASH CT7 GUIDELINES FOR EROSION AND SEDIMENT CONTROL". FRAME SECTION. . . � . . . . . � . . . . PROJ.ARCHITECT DE DRAWNBY: Author KD' , . . . . � \ 1 0NOT TO SCALE . .1\ NK, (1) JUNCTION AIHOLE, (1) q),\'(0, CYI OL6.. . . . . . . . I . . � . . . . . 11 . . I . I CI � DIA. X 16' DEEP LEACHING OOL �� CD Cp -p- 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE.. W/ ROO FOR 50% EXPANSIO CD �-oINSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE. . . . . . . . . . � . I . . I 0 - I- TYPE 1 ) GRATE & FRAME DETAIL SET ISSUE DATES F 2) CH WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT FILTER FOR ROUND OPEN (. . . . . . . . . . . . . . . . . . . . . . . . I . OL R MAIN us . , PROPERTIES, WETLANDS OR ROADS.. 1�j . . . . POO NOT TO SCALE DATE ISSUE . 1\ 116 (DASHED. . ... . . ,REA- . I -- --- * I I I I PROP E TRI IL . 0c, 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH 2018.10.12BID SET , FA I J3:--T4=I,4klSL2 . . . . LINE UIT FROM CO RO .. 1�? �� PROPOSE CLEARI LIMIT THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN019.01.11 BID REVISIONS I 07. - ' � . . . . 12. 1 I . . . . IREATER -THAN 2Tlt��� PANEL TO IDE E .. (-�, 10 ACCORDANCE WITH THE NATIONAL RESOURCES CONSERVATION SERVICE RECOMMENDATIONS.1�1 / `,� 61 I 2019.03.OSPERMIT SET- PRE TRUSTEES . . � . . . . . . . . . . . -� .. 1-1 I c �I 1, PROPOSED 4' HIGH POOL FE CE TO 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM 20119.05.15PERMIT SET- TRUSTEES REV . . . . . I \ ,;�� ,?6 ,D& ,0 . 32 � MEANDER HROUGH XISTING SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC. . . 1 . 1 . . . . . .. . . . . . . . . .. . . . I . . . . . . . . I - . . -- P AIR SUPPLY L"&. VEGETATIO W/ SEL LATCHIN CATES AS REQUIRED. .. PROPOS SILT F CE TO BE 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED 1 - . . TRENCHE "N 6. NQ STAKED DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND . I . . . . . . . . . PR C CAL I�. . . . . . . . . I 2P05ED-F .. AYBAS BE RECt-SSE D STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT . . . . . . . I . . LINE/C ,01-11 I ROM TREATMENT )F �', D A ,.. .. . OF T LIMITED TO, CLEANING AND/ OR REPAIR OF SEDIMENT BASINS OR TRAPS, SEDIMENT 1.4 ....-.- ....-... . � (S I AIL) LIMIT OF III BARRIERS, BERMS, DIVERSIONS, AND INLET PROTECTION. DE , = ±6( DIS RBANC i,895 S.F.)� 1 . REVISIONS )E OF OPE . 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. ,. ' - . � JV ZNO. DATE DESCRIPTION . . 1 - . . - - 9Z7 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND12. . . . . . . . . . . . .I....... I . 1-1 I . I LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE z 16 . SHALL BE MAINTAINED UNTIL SITE IS PERMANENTLY STABILIZED. .q (31q, ../ /I- 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN -L5- - PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER 1-1 --,- 11qC11 - />1 PERMANENT STABILIZATION, PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE SYSTEM CLEANED AND FLUSHED AS NECESSARY. .... ...............I.. . . . . (;I� . 9. ENGINEERING DIVISION TO BE CONTACTED NO LESS THAN 48 HOURS IN ADVANCE, TO / INSPECT EROSION CONTROL MEASURES, DRAINAGE BEFORE BACKFILLING, BEFORE AND . . . . . . . . . . . . . . . .. I . . . . . . . �, � . . . . . . . - . - . .. SCALE: 1"=20' AFTER PAVING OF ROADS AND PARKING LOTS. FAILURE TO OBTAIN ENGINEERING . I , . . . . . � . . ()'V INSPECTIONS DURING THE CONSTRUCTION PROCESS WILL EITHER DELAY FINAL APPROVAL,-EA SLO IN QUAL 0 2 40 60 OR INCUR SUBSTANTIAL COSTS TO THE APPLICANT TO EXPOSE INSTALLED COMPONENTS,�3RL ER N . . . ' . � . . . - . .(: . . - - PERMIT SET I . . IN ORDER TO OBTAIN APPROVAL THE RAYNOR GROUP,P.E.&L.S.PLLC 0 . . . . . . . . . . . . . . . I . . . . . .. Isi GR TE AN _ .. A 41- �� CIVIL ENGINEERS SITE PLANNERS . . . . . . . . . I . . . . . . I . . . I � ----I_ -). . . .. . .. .I.. �-J .14 0 10. CONSTRUCTION VEHICLES SHALL NOT BE WASHED ONSITE.A DEERFIELD GREEN P.O.BOX 720 . . . . . . . . . . . . ... . . \ , * I " , , . . . I r-"�l �- 0 WATER MILL,NY 11976 (631)726-7600EROSION &LU E 0E :34) 0� = �a �el SEDIMENT U- a:E ,0)� CONTROL PLAf 6LL �;.2LL. � & DETAILS .F lL = �:F a)- 9;(5 6.E Ell -Q P,ISTING- , �-'I � ...LE MEW !-W�,-! �.it� k -�7--\ A FRAME I _ L ----_ �� N - it 4-- 1 [M7- � '"L D COMPACTED"'-'."FLOP ]:�,W--- ",_ AT COR I , 0. :E in .T CL iT A -ffi � . - - Z q N0 0 0 1 - - REEMpp- 6/412019,, L+1IRCHG-r[ECV® OMC. I u II Q m J O r N NLO c E W ti p uJ N U Q N HXo 0 04 W N SOU x _ — CV) Rf ~ OM Z M N Q N Z o o I Q N W a- S I \ � Q � � N Lp I 1 / 0 / \ NORTHFORK RESIDENCE 8 26 / 5250 VAN STON ROAD CU TCH OGU E, NY, / 11935 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 / / \ (210)679-2327 o CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 / wWater Mill,NY 631)26'76 011976 /0- LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown, 10591 (212)7965087 STRUCTURAL ENGINEER I-I-V / / 1 Walpole,NH 03608g Company,Inc. ti I / (603)439-2016 6 Blackjack Crossing 1 M/P ENGINEER Ripcord Engineering Inc. / �\ PO Box 4175 4101 (207)835-40 0 LIGHTING DESIGNER — — — — — — — — — Byrdwaters DESIGN,llc \ — ° 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 0 o \ \ \ \ 2019.05.15 LIF PROJ.NO. 17086 \ PROJ.ARCHITECT DE DRAWN BY: Author CP \ 0 N S'' I -Q 00 SET ISSUE DATES \ 6 DATE ISSUE 2018.10.12 BID SET 1 Q2 2019.01.11 BID REVISIOPIS 2019.03.08PERfAIT SET— PRE TRUSTEES � \ 2 \ 32 SZ 6' 2019.05.15PER�,11T SET— TRUSTEES REV N )6 8 SRO 16 \ REVISIONS 72 — — NO. DATE DESCRIPTION gZ � Z - - 8� _ 0v o ® THE RAYNOR GROUP,P.E.&L.S.PLLC PERMIT SET Q \�� SURVEYORS CIVIL ENGINEERS SITE PLANNERS 00 DEERFIELD GREEN P.O.BOX 720 \ WATER MILL,NY 11976 (631)726-7600 LU U EXISTING E WI � � I 0 U. am DRAINAGE U. Y E U �. I c � EE _°'-2 PATTERN � N I ,p ii .O J T � � I U U L 0 t a m � a I c N 0 U � 6/4/2019 4:18:11 PN �a�co-ao'v�cv® oo�c. tJ nC. t R L Q O Lo LO ~ O N CV V, 00 E W 1- p W L (A N U � QCV I- X o ® (nWN M o �- U = — cc) M EM O \� Z CV M Q C\1 3 Zo Q N U) �. S � v_• � C.Sr TOA O \ t �6 SLOPING EQUAL OR PROP ED WAT RVI E GREATER THAN 20% b_• RISING G N.20'.. , PROP ED GRAVE NEW Y NORTHFORK SED D INAGE U.P. 30. ° D J FO 8 CHING POOL RESIDENCE FOR LAND ND AP EA 1 \ / GRATE /. 39.5 ' �, D / / / EXISTIN ARAGE TO 26 . � m �, ° J / E OVED (DASHE 5250 VA N S TO N o • / / / U.P. ROAD P OPOSED DR AGE -' D , ' D// 'l /�b /O `'� C U TC H 0 G U E N Y • (1 3) 8X5 ACHI 1g � \ o � \j> / ° � TO D EWAOOLS'ARA G BAR L oMIN. o • o • v ® / / 113.3' `� ��'' 11935 E OF gCUFF W/ ) C H B S / D/ T.W.' 4 _ R.W 0.0 Z-11 / & ARCHITECT XI G LE ING i \ LakelFlato Architects,INC i S MI T �/ , D � " D /�D •_ v D_ v D_ / / �\ � ,9s / ( 60,9 S.F 8X� / / S� ,O !y O 331 San hind Strio,eet 78205 1fl' AN. \ D /� 3�.3 PROPOSED 52. LONG RETAININ WALL (210 I TOE OF SLOPE — / _' D _ ' D _ \ / )679-2327 — — m OV RHfRD o a b / ; T.W. 46.0 HEIGHT VARIES WI RADE PROPOSED WATER SER RAGE DObR 5 ,= �j B.W. 39.3 _v _ v _ _ v _ / CT1 ' D ; o CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC �. c� c� 860 Montauk Highway,P.O.Box 720 I\ . P� / �� P�� Water Mill,NY 11976 POSED SANITARY SYSTEM q. O00\0,� B.W. 36. '` / (1) F LEAN CEN-5 TREATME TANK Q� \ & (1) 8' DI 12' DEEP LEACHIN POOL (631)726-7600 / p C PROPOSED DR GE W/ ROOM FOR o EXPANSION LANDSCAPE ARCHITECT PROP D WATER ERVI � ��1°� \ (1) 8X3 LEACHING L pQ� \' FOR GUEST HOUSE Margie Ruddick Landscape EXISTING RETAINING 11 Neperan Road Unit / 8X7 o� GF P' Tarrytown,NY 10591 F 0) / 24.3' (212)796-5087 - o ° iy PR0803EDEADCHIN AGE POOL / PROPOSED / o��� S? ° EXISTING 1 STORY FO GRAVEL DRIVE Y STRUCTURAL ENGINEER / E-NCL6SED PORCH toe ® / FRAME GUEST HOUSE GRAT EL. 45.0 Benson Woodworking Company,Inc. �� / _44' TO EL. 39.5 8X2 -- 6 Blackjack Crossing Walpole,NH 03608 I PROPOSED DRAT E 8X3 ____ INTERIOR TO BE RENOVATED w J � 3 EXISTING/PROPOSED BEDROOMS p ti � BLUFF ��. �� \\C O (1) 8X2 LEACH G PO PROPOSED PUBLIC WATER (603)439-2016 f48° � ` ENGINEER ? 2 F.FL. 44.5 IVI P \ ATE 45 / G.F.A. f1,057 S.F. / iy 170 PROPOSED ON—GRADE \ \ ° WOOD DECK EL. 44 C.O. 9 Ripcord Engineering Inc. t339 S.F. Portland,ME 04101 \ F.FL. \ PO Box 4175 (207)835-4060 � 39 \ � f 9' TO ro°q JO PROPOSED JI CLEAN CO TROL ® \, 8X ° P OPOSED G AVEL DR EWAY B UFF f6T \ ��°spa — _ 4 — — _ _ — PANEL AND G UNTED - ° \��F ° SFT �� — ON WOOD P ST (CONNECT 0 44 _ �= LIGHTING DESIGNER G� \ �? e� FF \ 4� GARAGE PO R SUPPLY) O C ( FE 1 a -= Byrdwaters DESIGN,Ilc PROPOSED MAC100R LOWER W/ \ PROPOSED ELE RICAL 3939 Black Gold Dr LIMIT OF FLOOR Dallas,TX 75247 I ULATED ENCLOSU (TO BE LANE/CONDUIT ROM TREAT ENT (214)460-2673 \ G \ ELEVATION ° / PROPOSED LAN CAPE WA H'� WIRED TO CONT OL PANEL) 5' S \ / TANK TO CO ROL PAN ° EL � -� \ \ / \ O IE WITH GRA ° 1 MIN '� PROPOS AIR SU Y LI E � ` ,per 0 C.O. / LENGTH = 0' 42 / \ /y9]' o \ b T.W. 7. �' / 1O GRADE , \` PROP UJI CL OL AN F.FL. FCI 0 TLE OUNTED N D \ 37 / TEST \ _ / 0 T (CON EC 0 POOL EQU MENT \ \ / 36 � ) / HOL � �� �` ORAGE UIL NG POWERS P LY 33.0 _ 36 ° �5 / / 14.4' SED A 80R BLOW W/ \ ` / F36 \ �@ - / ---��---_____ _ / OOG� // / NSULATED NCL SURE 0 B WV• HOUSEWED\22 STORY �\\� �� ------ ---------— --__- - PROpOSEO // / 10' HARDWIR TO C R P EL) HYD. / I _____----- - �6 PROPO ED POOL EQ PPMENT 4 BEDRO S -- PROPOSE.D PUBLIC WATER � _ — 36 � 7 \ � 8X6 STOR E BUILDING N SLAB � \ 0 G.F.A. f2,159 S.F. SLP 20' "DR B ?ROOMS / �. �5 � EX TING TIMBER WALL TO MI 0�. F..F . 46 Off, REMOVED (DASHED) _ f27' TO 20' G.FA. ±144 S.F. EO P / try \ BLUFF B — _ ` MIN. P�pP05 EXI ING C S FA) � I G LIMIT O 6 PROP SED DR INAGE /S (1) 8 6 LEACH NG POOL / //1 FOR OOL EQU PMENT ±14' TO PR POSED ANITARY S STEM STORA E BUILDI G & POOL /' 2019.05.1 5 LIF PROD.NO. 17OH6 ±2 F- \ (1 FUJI C EAN CEN- TREATM NT EQUIP ENT BAC WASH 01 NK, (1) JUNCTION ANHOLE, (1) �\�� 0) PROJ.ARCHITECT DE DRAWNBY: Author \ DIA. X 16' DEEP LEACHING OOL P OSED DR AG 1 W/ ROO FOR 50% EXPANSIO O OF POOLS R MAIN US 2) ACH00 POOLS G �7i PROPOS D CONTO R SE=T ISSUE DATES � \ T� ,� A6 EA PROP E TRI L p Sly (DASHED) DATE ISSUE O EATE 0% LINE UIT FROM CO ROL �e A \\\ 01b.10.1 BID SET GREATER THAN PANEL TO R IDE E 9ti� / �O 2 PROPOSE CLEARI G LIMIT ?019.01.11 BID REVISIONS 2019.03.08PERVIT SET- PRE TRUSTEES 32 PROPOSED 4' HIGH POOL FE CE TO '019.05.15PERMIT SET- TPUSTEES REV \ MEANDER HROUGH XISTING P AIR SUPPLY LT�, �F 26 2� VEGETATION W/ SEL LATCHIN GATES 16 � _�- PROPO C AL \ LINE/CO IT FROM TREATMENT ANK TO CONTROL PANEL E OF OPE REVISIONS 12 9Z JO NO. DATE DESCRIPTION \e�C�- g� � REA SLO ING QUA L 2 GRE ER AN o T N IS! GR TER AN � THE RAYNOR GROUP,P.E.&L.S.PLLC PERMIT SE 0 SURVEYORS CIVIL ENGINEERS SITE PLANNERS ® DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 (631)726-7600 z w U 0 Eo PROPOSED a = U Y E F DRAINAGE z PATTERN � N NLLL C U N O p J a O U r m t � a d c d U J 6/4/2019 4:18:11 PM 6 - A402 Ir i ''^^ LO LO L O � V a N � Y LL CO J -- - - - - ry W (A N O WQN U ---- --- ---WOOD-T&0----' --__ ----- - - - CEILING FRAMING - - - - - -- __ - - - ---- --- iiiii X - - --WOOD T&G- '- - - -- ------�--� - -�-- - --- I 2x6 @ 24"O.C. I'„ Ld O T_0 - ----- \-- --- -- - - -------- -- - --- -- - --------- - --- -- - - - ---- ---- B.O. FRAMING @ 7 -3/4 T N (6 ----- ---- - -- - - --- - ---- - - -- - -- -- - - ---- --- ------ - __ 5 --- - _ - - ----- - - - - - - --- - - ---_ -- -' --- --- - ---- - -- ---- --- - - - --- - - -- I HEADER - 5 � N ('7 `1 ; -- - - - -- - -- -- - - ---- - Z -- ---- - - - - - - - - - - - - -- ''I -- - -- - - o ---------..----- ------------ ---- -- ---- (NEW) E BEAM ! --- -- - - - -- - - - -- -- - --- - _ -_-- -- r ~ ----- ----------------------------------------------------- - NEW RIDGE G �) cc ! 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CUTCHOGUE, NY, 11935 $ L----J - ------- -- ------ --- ARCHITECT I I f ti ° --- --- - -— — Lake Flato Architects, INC 210 679-2327 San Antonio,TX,78205 ! ! r REF i i I W/D ( ) ; CIVIL ENGINEER 5 ! I a l i 118A '„ I i ! 1 I d I BATH 1 BATH I\`I BATH 3 5 -- Y p, I _ The Raynor Group,P.E.&L.S.PLLC A402 ( ! i ° 44 6 ? i i 1 !! E i 120A A402 — 860 Montauk Highway,P.O.Box 720 l i Water Mill,NY 11976 - (631)726 7600 122C - 123C i ! I LANDSCAPE ARCHITECT I I GREAT ROOM. ' SLAB ON GRADE FIELD VERIFY GRADE BEAM TO RECEIVE POINT LOAD FROM NEW RIDGE BEAM / 11 Ne eran Road Unit 6 NEW WOOD Margie Ruddick Landscape WINDOW IN p I \ Tarrytown,NY 10591 EXISTING 212 796-5087 I 11 I I i j i I N N OPENING I SLAB ON GRADE ( ) i i i j I I ` ❑___� j � ' i I � ! I i f �i ' � 3 ; �� ! � j A402 3 ! i i € i ! , I I I I i i i , \ 1.1 A402 3 STRUCTURAL ENGINEER Benson Woodworking Company,Inc. 6 Blackjack Crossing Y Walpole,NH 03608 (603)439-2016 EXISTING FOOTING A402 A402 M/P ENGINEER ! V1 1 ! ! 1 ! ; I y Ripcord Engineering Inc. ! ; 8' 03 ; 12 1/2' I 8'-0 1/4" ( A904 PO Box 4175 ' DECK FRAMING @ f BEDROOM 1 BEDROOM 2\ BEDROOM 3 i Portland,ME 04101 118E 118C i , -- 5 6 I (207)835 4060 4 I _ - - -- A904 A904 I y I A904 LIGHTING DESIGNER Byrdwaters DESIGN, Ilc 3939 Black Gold Dr � I 2X6 PT J ISTS (1 O.C.) _5 ; a I Dallas,TX 75247 I f l H H (214)460-2673 y i I L ; 1 A _ 1 1 A c2 c_n XISTINGd PORCH INFILLEb WITH, ao � � X cfl j r a SLIDING DOORS i( I ! I I ' i I NEW SLIDING x �~; i ! DOORS IN 1 8"D CONCRETE FOOTING EXISTING OPENING 2REPCLAD 2 12'-0" 6 A402 CARRIAGE HOUSE ALIGN WITH RETAINING WALL(V.I.F) A402 6 NEW AT GRADE WOOD DECK A402 CONCRETE TERRACE A402 NEW AT GRADE WOOD DECK CARRIAGE HOUSE FLOOR PLAN 1 SCALE: 1/4" = V-0" CARRIAGE HOUSE FOUNDATION PLAN 2 SCALE: 1/4" = V-0" 2019.05.15 Lf F PROD. NO. 17086 PROJ.ARCHITECT DE DRAWN BY: DE SET ISSUE DATES DATE ISSUE 2018.10.12 BID SET 2019.01.11 BID REVISIONS BEDROOM KITCHEN ' ° 2019.03.08PERMIT SET— PRE TRUSTEES 2019.05.15PERMIT SET— TRUSTEES REV CLOS BATH ROOM JREVISIONS NO. DATE DESCRIPTION N GP BATH ROOM GREAT ROOM BEDROOM BEDROOM PORCHLi PERMIT SET 'C N z Z LIJ C Z) - CARRIAGE HOUSE d) p '0 _ $ , LL `N ry `1 c O 2 H a 0 W o 6 N E N C L O 0 Q CARRIAGE HOUSE EXISTING FLOOR PLAN a� a 3 " L IL SCALE: 1/4" = 1'-0" � C � U 7/5/2019 10:04:40 AM EXTERIOR TRIM TO BE QM-CHo=_O-ra oar_ MAINTAIN PORCH REMOVED lJ AESTHETIC- EXTEND TO REPLACE SHINGLES WITH ZINC NEW WINDOW/DOOR SYSTEM L o 7 \ 1' - �; - ADD § "',� ,h/ _" STANDING=SEAM R6FOF � �) : _ Y: �.L r, \',. :.I•Y,, 1LL j�`+�) r �� %\( / \ 1 /fix :'ri r y- N �.-� �; vy:�a/^1 .(a • .I i'1� - - r�-' Gr' {'J t, �� . • \ ( I' -F '� '+\ fib"' -\' - Fll r0 /h 1 - f. '�:. 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I I i I I I I , 1 1 j , 1 1 : 1 �/ 1 / \' 1 --- , I 1 ' 1 1 1 / ' \ I 11 / \ j i \ I I f -- . 1 I I \ / -- I I WOOD AND GLASS SLIDING DOORS / / I I 1 1 \; / \ I �I I 1 -- -- - - I � O j / \ j AT GRADE WOOD DECK 118C I I / 12 A I - - ---- - 1.1 I 118A - 1.1 - - ' - - - 5250 VANSTON ROAD ' ' \ / � i r \ I ; 1 I I I \ ; �i : �I I I i _ C T 11 , 1 / � 1 I I I I - - -- - U CHOGUE, NY 11935 li \ I CARRIAGE HOUSE 1 \ I \I I 1 / \ 1 ; — �I 1 1 . 1 I I I : I I I 1 I CARRI LE'VE L — AGE HOUSE 1 I � ---- — — — — — -- - _ _ LEVEL ARCHITECT 44"- 6" 44 - 6 LakelFlato Architects, INC ' " 331 Third Street . f San Antonio,TX,78205 i' " s ., ., - .. ,. . , _,.,.,-, .. ., ,.,,, ., -,,._.... ., . ,,, ,-„,„, u„ , „ , . .,- „ , - .. � (210)679-2327 f CARRIAGE HOUSE - SOUTH CIVIL ENGINEER 2 The Raynor Montauk coup,P.E.&L.S.PLLC gh ay,P,O.Box 720 ALE. 1/4 - I - CARRIAGE HOUSE - WEST Water Mill,NY 11976 3 SCALE: 1/4" = V-0" (s31)72s-7soo LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 5 Tarrytown,NY 10591 A402 (212)796-5087 STRUCTURAL ENGINEER I Benson Woodworking Company, Inc. I I 1 1 I 1 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 1 : I I i 1 I ; 1 I , I ; 1 M/P ENGINEER I I I I I W (RE- CLAD) OD SIDING RE LA C D I , ) Ripcord Engineering Inc. p 9 9 STANDING SEAM METAL ROOF I i I 175 PO Box 4 i 1 I I OUTDOOR SHOWER Portland,ME 04101 I I I 1 ' ' i I (207)835-4060 i j I I TD BLACK STAINED CEDAR T&G SIDING OU OOR SHOWWER 1 1 I 1 I I I i' I I I I . I I LIGHTING DESIGNER I I I,, 1 1 1 I I I I 1 I I 1 Byrdwaters DESIGN, Ilc I 1 I 1 I I 3939 Black Gold Dr , I I I i BLACK STAINED CEDAR T&G SIDING I i � Dallas,TX 75247 j 1 • i 1 214 I I I /' 4 I 1 l 60-2673 1 I ( ) \ I I 1 I 1 1 / iI I �/1.1 I I I 11 1.1 I I 1.1 I I I I � I I I I 1 I 1 ; N I I I I f I I CEDAR CLAD DOORS TO I I I I „ I I I 1 I I I ' I i Imo' I : 111 I ALIGN WITH SIDING I ! 1.1 I 1 / \ I 1 11 1i : I I I I 1 I1 I 1 I I 1 I I I I I I I I I I I I , I I I 1'1 I I 1 1 l 1 I 1 1, 1 11 ! I : I 1, 1 I 1 I 1 1 I 1 11 j ll�, I I I 1 1 1 i 1 �:I , �1' 1 1 1 I I I � I'1 I I,, I i 1 11 I 1, 1 I I I I 1 ' 9 ' I I - , I CARRIAGE HOUSE 1 1 I I „ I 1 1 I I I 1 i ' , j CARRIAGE HOUSE ' i I II 1 : I . I _ — LEVEL — — — — _ _ LEVEL L 4 4 — — I 6 I' — 44 — l: �i 6 d CARRIAGE HOUSE - NORTH CARRIAGE HOUSE - EAST 4 SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" 2019.05.15 LIF PROD. NO. 17086 PROJ.ARCHITECT DE DRAWN BY: DE 5 SET ISSUE DATES A402 DATE ISSUE 2018.10.12 BID SET 2019.01.11 BID REVISIONS 6 2019.03.08 PERMIT SET-PRE TRUSTEES WOOD SIDING WOOD SIDING 07 2019.05.15 PERMIT SET-TRUSTEES REV A904 PLUMBING FIXTURE AS PLUMBING FIXTURE AS SCHEDULED SCHEDULED I I I I WOOD SIDING I PLUMBING FIXTURE AS PLUMBING FIXTURE AS 1 I SCHEDULED SCHEDULED _ _-- �� 10 _ - _ 09 — TILE � I - ---- - --- — - __ _ A904 A904 �I�+y I I I —_____—_-_-__-,_-___- _ -�_ - REVISIONS --_ I ' , I -- --- ---- --- -- - ---__ - I I A904 _ - - __,____ -_ ___i I I — / I I I/ / r � i i : _.___._,______ ___, I / I / J -_ . ____ : b , / - �� 1 - - i _- r ---- _. _ - - 1�I/I . L - 1- _ I-:- �— 1 - -- -- 1 r - I - � '- ,--- TILE - — _______ I t Q \ __ - —.---- i 1. , 1. 1. _ SHELVING ___.__._ \ I 1 I I 1 0 - -___-_�� I I I I I I _-_ 1 ' r . i j + 1 -- o I I t 9 20A I 1 ------------ '� ao I o I I- _ i I 0 1 I r o 1J I PERMIT SET l — __ _- - - - - -- - E 1 - E / ti a i \ i - - --- - I — __ _ i I j 1 1 - - ;-I , 1 I I 1 - I 1 _ _ i ; I I - —=II_ —� — \ \ 1 -I ; Il i T� � , � H , — — CARRIAGE HOUSE ; i I : I _� _ CARRIAGE HOUSE W LEVEL — — 44' -6" — r — — I i I - -___._,_,_ ---------- LEVEL LL of - — - — — - — —44' - 6" CARRIAGE HOUSE o . a � 1. ELEVATIONS + LL O ., „ N LL .. h § SECTIONS � � 1 T } -- ..,.-..s.--.-..,. , ..,-. ., a.v `� LONGITUDINAL SECTION THROUGH CARRIAGE HOUSE TRANSVERSE SECTION .c Y 5 „ _ , „ GREAT RA' , 1, 12 -M Yw SCALE: 1/4 - 1 -0 6 O O M r r P SCALE: 1/4" = V-0" 0 � 7/8/2019 12:32:37 AM i nr��o-oovr��v� oa�e i i i MECH i a` N In STANDING SEAM MTL ROOF %� EQUIPMENT i LL O O ROOFING UNDERLAYMENTI o W N O WOOD HEADER, REF. \ �./ _ i : ' `i © Q N U STRUCTURAL ----------------------- � X O O W � a., LL 4— T_ - - , T SELF-ADHERED MEMBRANE FLASHING WOOD WINDOW AS SCHEDULED SECTION DTL CH HEADER so F F i T0 9 = \\ SCALE: 3" = V-O" SPRAY FOAM INSULATION \\ PLYWOOD \ \ 1X6 T&G WOOD CEILING " \ \\ \\ +iW \\ STANDING SEAM MTL ROOF \\ �'A c � \ T• 37857' ,�0 \ ROOFING UNDERLAYMENT OF NEtia \\ I 12-12-2013 - - ;•: "-•_ • _ ; - , _ _ \\ \ III \ NORTHFORK - SECTION DETAIL CH RIDGE BEAM WOOD HEADER, REF. 00 7 I STRUCTURAL RESIDENCE 7° SCALE: 3" — V-0" I WEATHER BARRIER SELF-ADHERED MEMBRANE FLASHING WOOD SIDING WOOD SHUTTER DOOR WOOD FASCIA TO MATCH —'_ — I WOOD LIFT AND SLIDE DOOR 1X6 T&G WOOD CEILING — SIDING SELF-ADHERED MEMBRANE FLASHING 5250 VANSTON ROAD /j _ - , : • : ; :. _ ,: _ �, %� WOOD LIFT AND SLIDE DOOR C UTC H OG U E, NY, 11935 i WOOD SIDING ARCHITECT - / LakelFlato Architects, INC 331 Third Street WEATHER BARRIER San Antonio,TX,78205 SHIPLAP WOOD SIDING SEALANT AND BACKER ROD (210)679-2327 SELF-ADHERED MEMBRANE FLASHING I CIVIL ENGINEER WEATHER BARRIER - - - I WOOD WINDOW AS SCHEDULED � The Raynor Group,P.E.&L.S.PLLC PLYWOOD SHEATHING 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape - / I it 6 Tarrytown NY 10591 (212)796-5087 ----- ---- I STRUCTURAL ENGINEER Benson Woodworking Company, Inc. 6 Blackjack Crossing �j' j j� /�i 603)439 2016Walpole,NH 3608 WOOD DECK ' WOOD FLOOR j%/ %/ JOIST, REF. STRUCTURAL SILL PAN IN SEALANT BED -• • - - - _ _ PLYWOOD BFL � � � � �/// � MIP ENGINEER LYWOO SU OOR � /�j ij � /, G CARRIAGE HOUSE WOOD SLEEPER ��% %� CARRIAGE HOUSE �% Ripcord Engineering Inc. - _ LEVEL / '�� LEVEL 1X6 T&G WOOD SIDING , / - CARRIAGE HOUSE PO Box 4175 7 44 - 6" / / — — — — i' �', 44' - 6�� — a i% j�/ �� (207)835-4060 ' ' LEVEL Portland,ME 04101 - "' LIGHTING DESIGNER WEATHER BARRIER y ° a 3939 Black Gold Dr B rdwaters DESIGN,Ilc d ,.mod.. ." a d" ° - - - d a d 9a. a Dallas,TX75247 SILL PLATE a _ ° - g^ a ° >' 7 _d (214)460-2673 METAL FLASHING a d _. te — T II 11 '< �• a - 4. ° d; ", , and d do ° ° 'edn°- --a. "'do d' '6 °- ° u SECTION DTL CH KITCHEN WINDOW SECTION DTL CH MULTISLIDE PLAN DTL CH TYP. JAMB SECTION DETAIL CH MULTISLIDE BEDROOM - SCALE: 06 05 ., _ , " 1 O SCALE: 3" = 1'-0" SCALE: 3 - 1 -0 SCALE: 3 - 1 -0 SCALE: 3 - 1 -0 2019.05.15 LIF PROD.NO. 17086 - - -• - - - - ,- . . . . I PROJ.ARCHITECT DE DRAWN BY: AUthOt' WOOD WINDOW AS SCHEDULED SELF-ADHERED MEMBRANE FLASHING / SET ISSUE DATES DATE ISSUE WOOD POST, REF. STRUCTURAL _ : - , 2018.10.12 BID SET " 2019.01.11 BID REVISIONS SEALANT AND BACKER ROD 2019.03.08 PERMIT SET-PRE TRUSTEES D O RIM WOOD TRIM TO MATCH WO T > ,^ /. SELF-ADHERED MEMBRANE FLASHING WINDOW/DOOR SPECIES TO MATCH / 2019.05.15 PERMIT SET-TRUSTEES REV WINDOW/DOOR SPECIES ' WOOD LIFT AND SLIDE DOOR WOOD POST, REF. WOOD POST, REF. STRUCTURAL STRUCTURAL SHIPLAP WOOD SIDING WOOD LIFT AND SLIDE DOOR , WOOD WINDOW AS SCHEDULED WEATHER BARRIER SELF-ADHERED MEMBRANE FLASHING 100 / = WOOD LIFT AND SLIDE DOOR REVISIONS " WOOD DOOR TO MATCH NO. DATE DESCRIPTION i 1/2",' II" SIDING PERMIT SET I _ %!jam-i/ ' — •• �-;� � - ' '- - , 'C w WOOD TRIM TO MATCH SELF-ADHERED MEMBRANE FLASHING ai U - - - E w WINDOW/DOOR SPECIES E S WOOD TRIM TO MATCH WOOD TRIM TO MATCH _ -, _ CARRIAGE HOUSE a WINDOW/DOOR SPECIES WINDOW/DOOR SPECIES I o WOOD LIFT AND SLIDE DOOR SELF-ADHERED MEMBRANE FLASHING DETAILS Ca LL WEATHER BARRIER LL Z SHIPLAP WOOD SIDING 0 O J CL N E FL ^ PLAN DETAIL CI•-I CORNER MULLION PLAN DETAIL CH LIVING MULTISLIDE PLAN DETAIL CH MULTISLIDE JAMB PLAN DETAIL CH BEDROOM MULTISLIDE -9 03 021 SCALE: 3" = V-0" SCALE: 3" = V-0" SCALE: 3" = V-0" 0 SCALE: 3" = V-0" U 7/8/2019 12:33:50 P' i HVAC SYMBOLS CONTROLS SYMBOLS HVAC ABBREVIATIONS HVAC ABBREVIATIONS MECHANICAL SYSTEM DESCRIPTION u v 1. VENTILATION � C:) r 000 DIFFUSER TAG OT ROOM THERMOSTAT/TRANSMITTER-WALL MOUNT TERM ABBREVIATION TERM ABBREVIATION a. MAIN HOUSE y N Lo A KILOWATT HOUR KwH i. THE MAIN HOUSE WILL BE VENTILATED AND DEHUMIDIFIED BY A COMPACT AIR TREATMENT TREATMENT UNIT(ATU). THE ° 00 0) TYPE ABOVE FINISHED FLOOR AFF LATENT HEAT LH ! AIRFLOW ABSOLUTE ABS LEAST MEAN TEMP.DIFFERENCE LMTD ATU IS A COMPOSITE MACHINE MADE UP OF A WATER-TO-WATER HEAT PUMP AND AN ENERGY RECOVERY VENTILATOR.THE I- ACCUMULAT(E,-OR) ACCUM LEAST TEMP.DIFFERENCE LTD ATU FOR THE GREAT ROOM, BASEMENT AND LOFT WILL PROVIDE GENERAL VENTILATION AND DEW POINT TEMPERATURE TYPE M ROOM HUMIDISTAT(MOISTURE)/TRANSMITTER-WALL MOUNT AIR AIR LEAVING AIR TEMPERATURE LAT . . 4 Lf.I N O ELECTRO-MECHANICAL EQUIPMENT TAG CONTROL BATHROOMS WILL RETURN DIRTY AIR TO THE ATU FRESH SUPPLY AIR OF A SUITABLE DEW POINT WILL BE N NO. AIR HORSEPOWER AHP LEAVING WATER TEMPERATURE L DELIVERED FROM THE ATU TO THE BEDROOMS. DEW POINT MAINTENANCE ENSURES THE PERFORMANCE OF RADIANT o W Q N V AIR RELIEF ATV LENGTH LG Ref AIR-CONDITIONING UNIT(S) ACU LINEAR FEET LF COOLING SURFACES DURING THE COOLING SEASON. SUPPLY AND RETURN TERMINAL LOCATIONS AS DESIGNED PROMOTE CC X/ AIR-HANDLING UNIT AHU LIQUID LIQ X Q Er a� TT TEMPERATURE TRANSMITTER CASCADE VENTILATION. T +� ALTERATION A LOAD-SHARING(HYBRID)HVAC SYSTEM LSHVAC ii. THE KITCHEN RANGE WILL BE EXHAUSTED BY A DIRECT-EXHAUST RANGE HOOD THROUGH THE ROOF. A PACKAGED (n W ALTERNATING CURRENT ACC LOGARITHM(NATURAL) LN N (� 1 EXTERIOR ELEVATION ALTITUDE ALT LOGARITHM TO BASE 10 LOG MAKE-UP AIR (MUA) UNIT WITH RANGE HOOD OPERATION SENSED BUT CURRENT TRANSMITTER WILL PROVIDE REPLACEMENT A101 AMBIENT AMB AMERICAN NATIONAL STANDARDS INSTITUTE ANSI LOW-TEMP M .HOT WATER LTHW AIR INTO THE BASEMENT HEATER. IN THE SUMMER, MAKE-UP AIR WILL BE UNTEMPERED BY THE MUA.THE MUA UNIT WILL TEMPER MUA IN THE WINTER WITH AN INTEGRATED ELECTRIC RESISTANCE LL TT TEMPERATURE TRANSMITTER, AVERAGING ELEMENT 0 O UNIT. YEAR ROUND,A NEUTRAL TEMPERATURE Ref AMERICAN WIRE GAGE AWG MACH NUMBER MACH DELIVERY(NTD) UNIT WILL PROVIDE FINISH CONDITIONING TO SATISFY DRY BULB AND DEW POINT REQUIREMENTS PRIOR TO - LO (D AMPERE(AMP,AMPS) AMP MASS FLOW RATE MFR THE DELIVERY OF MUA TO THE GREAT 1 Ref MT MOISTURE HUMIDITY TRANSMITTER APPARATUS DEW POINT ADP MAXIMUM MAX - z Cy (HUMIDITY) T ROOM.APPROXIMATE APPROX MEAN EFFECTIVE TEMP. MET iii. LATENT COOLING LOADS ASSOCIATED WITH THE GREAT ROOM WILL BE ADDRESSED BY A NEUTRAL TEMPERATURE 2 _ ATMOSPHERE ATM MEAN TEMP.DIFFERENCE MTD AVERAGE AVG MEDIUM-TEMP,HOT WATER MTHW DELIVERY(NTD) UNIT.THE NTD UNIT OPERATES ON THE SAME PRINCIPLES AS A TYPICAL WATER SOURCE HEAT PUMP. 0 1 <0f 01 1 INTERIOR ELEVATION PT PRESSURE TRANSMITTER AZIMUTH AZ MERCURY HG HOWEVER,THE PRIMARY FUNCTION OF THE NTD UNIT DURING THE COOLING SEASON IS DEW POINT TEMPERATURE CONTROL f-- B MILES PER HOUR MPH RATHER THAN SENSIBLE TEMPERATURE CONTROL. THIS AIDS IN MAINTAINING THE PERFORMANCE OF RADIANT COOLING Er BAROMETER(-TRIC) BARD MINIMUM MIN SURFACES DURING THE COOLING SEASON OPERATION. r Z N BILL OF MATERIAL BOM MINUTE MIN b. GARAGE BARN Co Q N 1 SPS STATIC PRESSURE SENSOR BOILER BLOW DOWN BBD N i.A SINGLE ENERGY RECOVERY VENTILATION ERV SYSTEM WILL PROVIDE BALANCED VENTILATION. FRESH SUPPLY AIR WILL BOILER FEED WATER BFW NOISE CRITERIA NC ( ) O PE MECHANICAL EQUIPMENT TAG BOILING POINT BP NORMALLY CLOSE NC BE DELIVERED TO THE GYM AND FAR LOFT AREAS. DIRTY RETURN AIR WILL BE REMOVED FROM THE BATHROOM AND NEAR Z T NO. BRAKE HORSEPOWER BHP NORMALLY OPEN NO LOFT AREAS. SUPPLY AND RETURN TERMINAL LOCATIONS AS DESIGNED PROMOTE CASCADE VENTILATION. Q N FT FLOW TRANSMITTER BRINE-RETURN BR NOTAPPLICABLE N/A c. CARRIAGE HOUSE RECTANGULAR WALL DIFFUSER BRINE-SUPPLY BS NOT IN CONTRACT NIC L THE GUEST HOUSE WILL BE VENTILATED AND DEHUMIDIFIED BY A COMPACT AIR TREATMENT UNIT THE ATU IS A BRITISH THERMAL UNIT BTU NOT TO SCALE N T S (ATU). C NUMBER NO COMPOSITE MACHINE MADE UP OF A WATER-TO-WATER HEAT PUMP AND AN ENERGY RECOVERY VENTILATOR. BATHROOMS, B ROUND RETURN DIFFUSER IT CURRENT TRANSMITTER CELSIUS DEG.C O POWDER ROOM, AND KITCHENETTE AREA WILL RETURN DIRTY AIR TO THE ATU. FRESH SUPPLY AIR OF A SUITABLE DEW CENTER TO CENTER CTOC OUNCE OZ POINT WILL BE DELIVERED FROM THE ATU TO THE BEDROOMS AND LIVING AREA. SUPPLY AND RETURN TERMINAL LOCATIONS CFM,STANDARDCONDITIONS SCFM OUTSIDE AIR oA CIRCUIT AS DESIGNED PROMOTE CASCADE VENTILATION. ® ROUND SUPPLY DIFFUSER CT CONDUCTIVITY TRANSMITTER CLOCKWISE Cw PARTS PER MILLION PPM ii. THE KITCHEN RANGE HOOD IS OF THE RECIRCULATING TYPE. MAKE-UP AIR IS UNNECESSARY. COEFFICIENT COEF PERCENT i iii. THE CABIN IN/OUT BATHROOM WILL USE A TYPICAL BATH FAN TO PROVIDE EXHAUST ONLY VENTILATION. COEFFICIENT,VALVE FLOW Cv PHASE(ELECTRICAL) PH 2. HEATING AND COOLING 101 SPACE NUMBER COMPRESSOR CMPR POUNDS LBS SD SMOKE DETECTOR CONDENS(-ER,-ING,-ATION) COND POUNDS PER SQUARE FOOT PSF a. CAMPUS AlR-TO-WATER HEAT PUMP HEATING AND COOLING PLANT CONDENSATE-DRAIN CD POUNDS PER SQUARE INCH PSI i.A CAMPUS AIR-TO-WATER HEAT PUMP HEATING AND COOLING PLANT LOCATED NEAR THE GARAGE BARN WILL PROVIDE SQUARE RETURN DIFFUSER CONDENSER WATER-RETURN CWR PRESSURE PRESS SEASONALLY DEPENDENT NON-SIMULTANEOUS HOT OR COLD WORKING FLUID (BRINE ALSO KNOWN AS PROPYLENE GLYCOL) CONDENSER WATER-SUPPLY CWS PRESSURE DROP OR DIFFERENCE PD ® PDT PRESSURE DIFFERENTIAL TRANSMITTER TO THE GARAGE BARN, MAIN HOUSE,AND CARRIAGE HOUSE. INSULATED UNDERGROUND PIPING WILL TRANSPORT BRINE CONDUCTIVITY CNDCT PRESSURE,BAROMETRIC BARD PR SQUARE SUPPLY DIFFUSER COOLING LOAD CLG LOAD PRESSURE,DYNAMIC(VELOCITY) VP BETWEEN THE GARAGE BARN, MAIN HOUSE, AND CARRIAGE HOUSE. COOLING TOWER WATER-RETURN CTWR PRESSURE,STATIC SP ii. MAIN HOUSE PDS PRESSURE DIFFERENTIAL SWITCH COOLING TOWER WATER-SUPPLY CTWS PRESSURE,VAPOR VAP PR 1. GREAT ROOM, LOFT,AND BEDROOM AREA FIRST STAGE HEATING AND COOLING IS PROVIDED BY RADIANT FLOORS. COUNTERCLOCKWISE CCW PRIMARY PRI HVAC PIPING SYMBOLS CUBIC FEET Cu FT PSF ABSOLUTE PSFA LIMITED SECOND STAGE HEATING AND COOLING IS PROVIDED BY THE ATU AND NTD REFERENCED ABOVE. EACH AREA HS HAND SWITCH SWITCH CUBIC FEET PER MINUTE CFM PSF GAGE PSFG WILL HAVE INDIVIDUAL TEMPERATURE CONTROL. THE GREAT ROOM WILL HAVE SLIDING DOOR POSITION SENSORS TO FOD FOD HAND-OFF-AUTO FOD- FUEL OIL DISCHARGE ( ) CUBIC FEET PER SEC,STANDARD SCFS PSI ABSOLUTE PSIA DISABLE MECHANICAL SYSTEMS WHEN OPEN. DEW POINT TEMPERATURE WILL BE MAINTAINED BY THE ATU AND NTD CUBIC INCH CU IN PSI GAGE PSIG REFERENCED ABOVE.THE ATU WILL MAINTAIN DEW POINT SET POINT IN THE BEDROOM AND LOFT AREAS.THE NTD WILL -FOF FOF FOF- FUEL OIL FILL DECIBEL DB PQUMPEDCONDENSATE Pc MAINTAIN DEW POINT SET POINT IN THE GREAT ROOM AREA. AREA SENSORS WILL ENSURE THAT ASSOCIATED FLOOR FOG FOG FOG- FUEL OIL GAUGE ZC VALVE OR DAMPER POSITION CONTROLLER DEGREE DEG QUART OT TEMPERATURES REMAIN ABOVE CALCULATED DEW POINT BY CONTROLLING BRINE LOOP TEMPERATURE AND FLOW.THE DENSITY DENS R BASEMENT WILL BE CONDITIONED WITH A SINGLE RECESSED FAN COIL UNIT. DEPTH OR DEEP DP RADIANT PANEL RP iii.GARAGE BARN FOR FOR FOR- FUEL OIL RETURN DEW-POINT TEMPERATURE DPT RADIAT(-E,-OR) RAD LOCAL RECORDING TIME CLOCK(RUNTIME) DIAMETER DIA RADIATION RADN 1.THE GYM WILL BE CONDITIONED WITH A SINGLE RECESSED FAN COIL UNIT. KR -Fos Fos Fos- FUEL OIL SUPPLY DIAMETER,INSIDE ID RECEIVE DEG.R CARRIAGE STUDIO WILL BE CONDITIONED WITH TWO RECESSED FAN COIL UN ITS.. NORTHFORK DIAMETER,OUTSIDE OD RECEIVER RCVR iv. CARRIAGE HOUSE DIFFERENCE OR DELTA DIFF RECIRCULATE RECIRC -Fov Fov Fov FUEL OIL VENT 1.CABANA AND GUEST ROOM FIRST STAGE HEATING AND COOLING IS PROVIDED BY CEILING MOUNTED FAN COIL UNITS. TSL TEMPERATURE SWITCH, LOW (FREEZESTAT) DIRECT CURRENT DC REFRIGERANT(12,LIQUID ETC.) RL Rzz LIMITED SECOND STAGE HEATING AND COOLING IS PROVIDED BY THE ATU REFERENCED ABOVE. EACH ROOM WILL - HG HG HG GAS, HIGH PRESSURE DIRECT RADIATION DIRRADN REFRIGERANT-LIQUID RL DRY-BULT TEMPERATURE DBT REFRIGERANT-SUCTION PIS HAVE INDIVIDUAL TEMPERATURE CONTROL.ALL ROOMS WILL HAVE WINDOW/DOOR POSITION SENSORS TO DISABLE RESIDENCE TSH TEMPERATURE SWITCH, HIGH FREEZESTAT DUALTEMPERATURE-RETURN H/CR RELATIVE HUMIDITY RH MECHANICAL SYSTEMS WHEN OPEN. -LPG LPG LPG- GAS, LIQUEFIED PETROLEUM ( ) DUALTEMPERATURE-SUPPLY H/CS RESIST(-ANCE,-IVITY,-OR) RES 2.BATHROOMS IN EACH GUEST ROOM WILL HAVE SUPPLEMENTAL ELECTRIC RESISTANCE TOWEL BARS. E RETURN AIR RA - G G G - GAS, LOW PRESSURE' EFFECTIVE TEMPERATURE ET REVOLUTIONS REV 3.INSULATION LC LEVEL CONTROLLER EFFICIENCY EFF REVOLUTIONS PER MINUTE RPM a.UNDERGROUND BRINE PIPING WILL BE PRE-INSULATED PLASTIC PIPING FOR INSTALLATION EFFICIENCY AND ENERGY - MG MG MG - GAS, MEDIUM PRESSURE ELECTROMOTIVE FORCE EMF REVOLUTIONS PER SECOND PIPS CONSERVATION. ELEVATION EL ROUGHNESS RGH b.ABOVEGROUND BRINE PIPING WILL BE FIELD INSULATED WITH VAPOR TIGHT MINERAL FIBER OR FLEXIBLE - BR BR BR - BRINE, RETURN ENTERING ENT S LT LEVEL TRANSMITTER ENTERING AIR TEMPERATURE EAT SAFETY FACTOR SF ELASTOMERIC INSULATION FOR ENERGY CONSERVATION AND CONDENSATION PREVENTION. - Bs Bs BS - BRINE SUPPLY ENTERING WATER TEMPERATURE EwT SATURATION SAT c.FAN COIL CONDENSATE PIPING WILL BE INSULATED WITH FLEXIBLE ELASTOMERIC INSULATION FOR CONDENSATION ENTHALPY H SEA LEVEL SL PREVENTION. ENTROPY S SECOND s 5250 VANSTON RD -we R-H/C R-H/c PI- DUAL TEMPERATURE,'RETURN EQUIVALENT DIRECT RADIATION EDR SENSIBLE HEAT SH d.INTAKE AND EXHAUST DUCTS FOR ATUs AND ERVs, BATH EXHAUST FANS,AND KITCHEN RANGE HOOD MAKE-UP AIR CONTROLS SYMBOLS EQUIVALENT FEET EQIVFT SENSIBLE HEAT GAIN SHG UNITS WILL BE INSULATED WITH FOIL-FACED DUCT WRAP FOR CONDENSATION PREVENTION. -H/C s-H/C S-H/C S DUAL TEMPERATURE"SUPPLY EQUIVALENT INCHES EQIV IN SENSIBLE HEAT RATIO SHR 4.CONTROLS CUTCH OG U E NY 11935 EVAPORAT(-E,-ING,-ED,-OR) EVAP SHAFT HORSEPOWER SFTHP a.THE CAMPUS MAKES USE OF THE FOLLOWING CONTROLS TYPES: (1) SYSTEM, (2) PLANT, (3)ZONE, (4)AREA, (5) ROOM, - GR GR GR GLYCOL, RETURN EXPANSION EXP SP HT AT CONSTANT PRESSURE Cp (6) EQUIPMENT. - F SP HT AT CONSTANT VOLUME Cv - Gs Gs Gs - GLYCOL, SUPPLY FACE AREA FA SPECIFIC GRAVITY SG i. SYSTEM-MANAGES THE CAMPUS HVAC SYSTEM BY INTERACTING WITH PLANT,ZONE,AND ROOM CONTROLLERS. PSH PRESSURE SWITCH HIGH FACE TO FACE FTOF SPECIFIC VOLUME SPVOL THE SYSTEM CONTROLLER IS LOCATED IN THE GARAGE BARN.THE SYSTEM CONTROLLER ALSO MANAGES FAN COIL RIPCORD ENGINEERING HOT WATER, HIGH TEMPERATURE, RETURN FACE VELOCITY FVELDEG. SPECIFICATION SPEC PO BOX 4175;PORTLAND,ME 04101;207-835-4060 -HTWR-HTwR-HTWR- UNITS LOCATED IN THE GARAGE BARN. FEET PER MI DEG.F SQUARE sQ ii. PLANT-MANAGES THE AIR-TO-WATER HEAT PUMP PLANT USING ENABLE AND SEASON CHANGEOVER INPUTS HOT WATER, HIGH TEMPERATURE, FEET PER MINUTE FPS STANDARD STD -HTws-HTws-HTws- SUPPLY PSL PRESSURE SWITCH LOW FEET PER SECOND FPS STATIC PRESSURE SP RECEIVED FROM THE SYSTEM CONTROLLER.THE PLANT CONTROLLER IS LOCATED IN THE GARAGE BARN. FOOT OR FEET FT SUCTION SUCT iii.ZONE-MANAGES THE BUILDING HVAC SYSTEM BY INTERACTING WITH AREA AND ROOM CONTROLLERS.A ZONE _HWR-HWR HWR- HOT WATER, LOW TEMPERATURE, RETURN FOOT-POUND FTLB SUPPLY SPLY CONTROLLER IS LOCATED IN THE MAIN HOUSE AND THE CARRIAGE HOUSE. FREEZING POINT FP SUPPLY AIR SA iv.AREA-PROVIDES AN INTERFACE TO THE USER.TRANSMITS USER SETTINGS AND AREA DATA TO THE SYSTEM OR -Hws HwsHws- HOT WATER, LOW TEMPERATURE, SUPPLY EPT ELECTRONIC TO PNEUMATIC TRANSDUCER FREQUENCY Hz T FUEL OIL DISCHARGE FOD TABULAT(-E,-ION) TAB ZONE CONTROLLERS. FUEL OIL FILL FOF TEMPERATURE TEMP v.ROOM - PROVIDES AN INTERFACE TO THE USER. TRANSMITS USER SETTINGS AND AREA DATA TO THE SYSTEM OR FUEL OIL GAUGE FOG TEMPERATURE DIFFERENCE TD HVAC PIPING SYMBOLS ZONE CONTROLLERS. (�)CO2 CARBON DIOXIDE TRANSMITTER FUEL OIL RETURN FOR TEMPERATURE ENTERING TE vi. EQUIPMENT- PROVIDES AN INTERFACE TO THE USER FOR SPECIFIC PIECES OF EQUIPMENT THAT DO NOT FUEL OIL SUPPLY FOS TEMPERATURE LEAVING TL MTWR MTWR MTWR HOT WATER, MEDIUM TEMPERATURE, RETURN FUEL OIL TANK VENT Fov THERMAL CONDUCTIVITY K INTERACT WITH THE SYSTEM CONTROLLER. G THERMAL RESISTANCE R b.THE SYSTEM CONTROLLER WILL BE SMART-PHONE COMPATIBLE. MTWS MTWS MTWS GAGE OR GAUGE GA THERMOCOUPLE TC HOT WATER, MEDIUMTEMPERATURE, SUPPLY c.USER INTERFACES WILL BE INTUITIVE. AT CARBON MONOXIDE TRANSMITTER GALLONS GAL THERMOSTAT TSTAT CWR CWR CWR CONDENSER WATER, RETURN CO GALLONS PER DAY GPD THICK(-NESS) THKNS d.USER INTERFACES GALLONS PER HOUR GPH THOUSAND CIRCULAR MILS MCM L SYSTEM LEVEL CONTROL: CONDENSER WATER,'SUPPLY GALLONS PER MINUTE GPM THOUSAND CUBIC FEET MCF 1. TOUCH SCREEN MPAD LOCATED IN THE MAIN HOUSE CWs cwsCws- ( ) AT OCCUPANCY SENSOR GAS-HIGH PRESSURE HG THOUSAND FOOT-POUNDS KIP FT 2. TOUCH SCREEN MPAD LOCATED IN THE GARAGE BARN GAS-LIQUEFIED PETROLEUM LPG THOUSAND POUNDS KIP ( ) - c C C - CONDENSATE FLOW OC GAS-LOW PRESSURE G TIME T 3. SMART PHONE (BRING YOUR OWN DEVICE). GAS-MEDIUM PRESSURE MG TONS OF REFRIGERATION TONS ii. HEATING/COOLING PLANT CONTROL: - CD CD CD CONDENSATE, DRAIN GLYCOL-RETURN GR TOTAL HEAT TOT HT 1.TOUCH SCREEN LOCATED IN THE GARAGE BARN. LTCP LOCAL TEMPERATURE CONTROL PANEL GLYCOL-SUPPLY Gs U iii.ZONE LEVEL SET POINT CONTROL VIA TOUCH PANELS MTOUCH IN THE FOLLOWING AREAS: - MU MU MU - WATER, MAKEUP GRAINS GR U-FACTOR U ( ) GRAVITATIONAL CONSTANT G V 1.CARRIAGE HOUSE, GREAT ROOM ATV ATV ATV AIR RELIEF HVAC HVAC CONTROL PANEL GREATEST TEMP DIFFERENCE GTD VACUUM VAC 2.CARRIAGE HOUSE, EACH GUEST ROOM H VACUUM PUMP DISHCARGE VPD 3.GARAGE BARN, EXERCISE ROOM HEAD HD VALVE v 4. GARAGE BARN, LOFT. - RD RD RD REFRIGERANT, DISCHARGE HEAT GAIN HG VAPOR PROOF VAP PRF I VSMC VARIABLE SPEED MOTOR CONTROLLER HEAT GAIN,LATENT LHG VARIABLE VAR iv. EQUIPMENT-EQUIPMENT SPECIFIC CONTROLLER IN THE FOLLOWING LOCATIONS: - RL RL RL - REFRIGERANT, LIQUID HEAT GAIN,SENSIBLE SHG VARIABLE AIR VOLUME VAV 1.MUA UNIT, MAIN HOUSE MECHANICAL ROOM HEAT PUMP WATER-RETURN HPWR VELOCITY VEL 2.ERV, GARAGE BARN EXERCISE ROOM. - PIS IRS RS - REFRIGERANT, SUCTION HEAT PUMP WATER-SUPPLY HPWS VELOCITY,WIND W VEL ECC INTEGRATE CONTROL POINT ON REMOTE GRAPHICS HEAT TRANSFER COEFFICIENT U VENTILATION,VENT VENT -VPD VPD VPD VACUUM PUMP DISCHARGE WORKSTATION AT ENERGY CONTROL CENTER HEIGHT HGT VERTICAL VERT HIGH-TEMPERATURE HOT WATER HTHW VISCOSITY VISC BBD BBD BBD- BOILER BLOW DOWN HORSEPOWER HP VOLT V TEMPERATURE CONTROLLER. SEE SEQUENCE OF HOT WATER-HIGH TEMPERATURE-RETURN HTWR VOLT AMPERE VA TC HOT WATER-HIGH TEMPERATURE-SUPPLY HTWS VOLUME VOL -BFW BFW BFw- BOILER FEED WATER OPERATION HOT WATER-LOW TEMPERATURE-RETURN HWR W HOT WATER-LOW TEMPERATURE-SUPPLY HWS WATER-MAKE UP MU HVAC GENERAL NOTES -CTWR-CTWRCTWR- COOLING TOWER WA ER, RETURN PRESSURE CONTROLLER. SEE SEQUENCE OF HOTWATER-MEDIUMTEMPERATURE-RETURN MTWR WATT w PC HOT WATER-MEDIUMTEMPERATURE-SUPPLY MTWS WATT-HOUR WH 1. GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH MECHANICAL DRAWING OF THIS SET. SEE EACH DRAWING FOR SPECIFIC HUMIDIFICATION CTWS CTWS CTWS- COOLING TOWER WATER, SUPPLY OPERATION H HR WEIGHT wT H WET BULB w6 NOTES APPLICABLE TO THAT DRAWING. -HPWRHPWR-HPWR- HUMIDITY,RATIO W WET-BULB TEMPERATURE WBT HEAT PUMP WATER, RETURN 2. DESIGN IN ACCORDANCE WITH NEW YORK STATE UNIFORM AND ENERGY CODES. SC SPEED CONTROLLER. SEE SEQUENCE OF OPERATION HUMIDITY,RELATIVE RH WIND DIRECTION WDIR -HPws-HPws-HPws- HEAT PUMP WATER, SUPPLY INCH IN WIND PRESSURE wPR 2.1 2015 INTERNATIONAL RESIDENTIAL CODE. HP YARD YD 2.2 2015 INTERNATIONAL FIRE CODE. NDICATED HORSEPOWER H H H HUMIDIFICATION INTERNATIONAL PIPE STANDARD Ps YEAR YR 2.3 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE. FC FLOW CONTROLLER. SEE SEQUENCE OF OPERATION IRON PIPE SIZE IPs Z 2.4 2017 UNIFORM CODE SUPPLEMENT. VALVE SYMBOLS KILOWATT KW ZONE z 2.5 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 1 2.6 2013 ASHRAE 90.1. >< GATE VALVE-THREADED/FLANGED FSH FLOW SWITCH HIGH 2.7 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. GLOBE VALVE-THREADED/FLANGED 3. COORDINATE LOCATION OF GRILLES, REGISTERS, DIFFUSERS,THERMOSTATS AND OTHER WALL OR CEILING MOUNTED HVAC ACCESSORIES WITH THE REFLECTED CEILING PLAN AND ARCHITECTS ELEVATION DRAWINGS. COORDINATE LIGHTING FIXTURE LAYOUT AND ACCESSORIES GATE VALVE WITH 3/4" HOSE ADAPTER FSL FLOW SWITCH LOW INSTALLED BY OTHER TRADES TO REFLECT GOOD WORKMANSHIP THROUGHOUT. CHECK VALVE 4. ARRANGE PIPING AND DUCTWORK, PARTICULARLY ABOVE CEILINGS,AS REQUIRED TO CLEAR STRUCTURE, DUCTS, CONDUIT, ETC.ALLOW SPACE FOR PIPE HANGERS, EXPANSION LOOPS AND ACCES TO VALVES, FILTERS AND EQUIPMENT. WYE STRAINER (WITH BALL VALVE& HOSE CONNECTION) KC TIME CLOCK CONTROLLING EQUIPMENT ON A SCHEDULE 5. EQUIPMENT WITH FILTERS SHALL BE INSTALLED SUCH THAT FILTERS ARE READILY ACCESSIBLE FOR REGULAR SERVICING. 6. CONTRACTOR SHALL VERIFY REFRIGERANT PIPE SIZES WITH EQUIPMENT MANUFACTURERS FOR THE INDICATED INSTALLATION. WYE STRAINER WITH VALVED DRAIN AND QUICK-COUPLE 7. COORDINATE LOCATION AND INSTALLATION OF EQUIPMENT WITH OTHER TRADES. HOSE CONNECTOR 8. THERMOSTATS SHALL BE LOCATED IN THE ROOMS INDICATED. INSTALL THERMOSTATS 4'0" ABOVE THE FINISH FLOOR UNLESS NOTED OTHERWISE. f FLEXIBLE CONNECTION 9. EXTEND DRAIN LINES TO THE NEAREST FLOOR DRAIN OR AS INDICATED. ROUTING SHALL NOT INTERFERE WITH PASSAGEWAYS NOR LIF PROJ.NO. 17086 MAINTENANCE ACCESS. ° ANGLE GLOBE VALVE 10. PIPING AND DUCTWORK SHALL BE RUN CONTINUOUSLY THROUGH NON RATED FLOORS,WALLS AND PARTITIONS UNLESS NOTED OTHERWISE. PROJ.ARCHITECT DE DRAWN BY: iP$ 11. FLOOR MOUNTED EQUIPMENT IN THE MECHANICAL ROOM SHALL BE ON 6"THICK CONRETE PADS WITH ROUNDED EDGES UNLESS NOTED BUTTERFLY VALVE OTHERWISE. N c 12. CORRECT SETTINGS ON BALANCING FITTINGS SHALL BE PERMANENTLY MARKED. SET ISSUE OAT_s fr BALL VALVE awl1 13. PROVIDE ACCESS DOORS IN DUCTWORK WHERE INDICATED OR REQUIRED FOR ACCESS TO SYSTEM COMPONENTS INCLUDING: DATE ISSUE 13.1 FIRE AND SMOKE DAMPERS 2018.10.12 BID SET 01 MODULATING CONTROL VALVE 13.2 CEILING RADIATION DAMPERS 2019.03.08PERMIT SET- PRE TRusrEES 13.3 BALANCING DAMPERS 2010.05. SPERMIr SFr- TRUSTEES REV MODULATING CONTROL BUTTERFLY VALVE 14. DIMENSIONS FROM REFERENCES TO EQUIPMENT ARE AN AID FOR EQUIPMENT LOCATION. COORDINATE ACTUAL EQUIPMENT LOCATION(S)AS REQUIRED. t TWO POSITION CONTROL VALVE 5 x THREE-WAY MODULATING CONTROL VALVE N N 0 O N THREE-WAY TWO POSITION CONTROL VALVE REVISIONS NO. DATE DESCRIPTION al PRESSURE REGULATING VALVE tg 0 U N PRESSURE SAFETY VALVE L �{ - AUTOMATIC BALANCING CONTROL VALVE - v z HVAC DRAWING SCHEDULE --{ - WATER BALANCE DEVICE DRAWING NO. DRAWING Y M101A HVAC FLOOR PLAN A PERMITTING CIRCUIT SETTER VALVE 9 M101B HVAC FLOOR PLAN M101C HVAC FLOOR PLAN GATE VALVE WITH GLOBE VALVED BYPASS M102A HVAC REFLECTED CEILING PLAN N a PLUG VALVE M102B HVAC REFLECTED CEILING PLAN m HVAC LEGEND CONTROL VALVE (CV) - FLOAT-OPERATED M104 HVAC ROOF PLAN M201A EXTERIOR ELEVATIONS PRESSURE REDUCING VALVE PRV M201B EXTERIOR ELEVATIONS 0 ( ) M201C EXTERIOR ELEVATIONS M501 HVAC DETAILS CE LC WATER LEVEL CONTROLLER M601A HVAC SCHEDULES O M601 B HVAC SCHEDULES FLOW METER M602A HVAC SCHEMATIC `g M602B HVAC CONTROLS SCHEMATIC m 0 1 a M602C HVAC CONTROLS SCHEMATIC ro M901 HVAC ISOMETRIC a I% LL x 7/8/2019 3:35:05 PM zQ1nco-0OVIEc_rEm Omc. 0 t O r a` N L!) Y M LL w E Y J 0 WAN p 0 WQcV U � Xoo I— W r U ~ N0 ILL — � 0Lo N _ — Cy � 0cy) - (M201 B M201 B r Z N 1 1 cy) QN 2 ------- - ----- —. z O I — IZ - i.. --------------- - ---------------- --- I n 2 CH F-1 70 50 - -- -- ---- ' ,!. . . .. .. •+ - _ - ,..__,..._._._.-...,.-..,....,...,....... »... —_�N�� - . . .. 5 _ 4o EAI Nil. -- 3m RA .. .:. .., .. - . F 7 2 D 36 _U U C 24 C 24 ® C 24 I I- ------' I ' Fc z ! ti C 24 C24 �\ ! F 270 _ — — I F 270 D 36 \ , d 3r� RA r 3r� RA ------- % - TW-1 - * .er= co FC 3 FC 3 FC 3 i! FG — -- M201 B 2 DA-3 I 2 ---- — --, -- ---- ! 3 --R fill� -- -- 3/4'>3 H/C S - 3 �'"— F 2=3 1 2 9L 3 1 1/4"� H/C R - ' I �� , /4 o HS -_-3/4"o H/C S ( I H2 t---------- ! 3/4 R� i I 3/4 a H/C R 3/4 m H/C R o e D1 B 1 1/4"m H/C S { -- - �--� I'', — —r=--=1F _ — M201 B H-24 i ____'G EAT ROOM BEDROOM 1 ; BEDROOM ,"ri- M201 - BEDROOM 2 — I I " 77\° mz ' TD-z H/C PIPING TO GARAGE BARN-SEE M601. ___._______.___—I' _GH-1_ 8 —___ ',___—, CH-121 ' I CH-122 1 CH-124 ;I �yM, � DA- : I I � � 4 � I -. _ m. - ---- ---- : %x 5 3a NORTHFORK tE :. ! x.r.nM^.y.^L"',.,.:.-.'rrbn••:•W%d*d64L./;:i::.•,>Y.StP..arty,.:1•xtt„t•i'w^...sl::.:4-.veaMq:Yf$llFd6L"::`:"M.TtX"iRMt'.'..W:4'tt't,rA9YYfls'^"-..'aMYfi.YLri. ( t/ � V! y ji� qc�/ � � n,'� I @`pPI,J/1 0g/�Y I - _.._ __— RESIDENCE 1 — - —lam .- __ _- t II - --- g —� l _- -� — A 24 J-- :I A 24 A 24 � A 24 � T 0-------- i •� A 24 A 24 I ! ! , I 5250 VANSTON RD M2016 M201B CUTCHOGUE, NY, 11935 3 3 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 CARRIAGE HOUSE ATTIC HVAC PLAN CARRIAGE HOUSE MAIN HVAC PLAN 3 3/16"= V-0" 3/16"= V-0" 1 \M201A w 3_ V!101A I © C L0 o. LIF PROJ.NO. 17086 0 ' 24 Lo 1"O t f,%C R j - PROJ.ARCHITECT DE DRAWN BY: ips ., RH 2 1„o H/C S---t' SET ISSUE DATES col `�_1 , - ...n6c 6n SA . 1 t,c H/C R 1:,c� HNC S i. � - U DA LOFT I I-I _2018.10.12 BID SET U -�°l 2 I--� .� __ MH-2031 � __4 2019.03.08PERMIT SET- PRE TRUSTEES A'2� �`�P' / G 24 -------- �M?_01A i 2019.05.15PEP,MIT SET- 1RUSTEES REV u .' l M201 A ' `- --� OLO! BEDROOM GREAT ROOrVI `sW) LOFT r 0 PJ14i-101 -=' j f\PIH-201 «i!24-J j I�H-202� REVISIONS 55 NO. DATE DESCRIPTION m 0 U N m O U N 2 m� s 0 L o Z Q N LL PERMITTING Y J N O O N N V N m HVAC FLOOR PLAN W, a s ` M201A) o Nf I Ul Alol B o uo 81 AINE H" ' I-' E [_0F'1 H"VAC C g� m a U 7/8/2019 3:35:16 PM u t O T a N Lo coO ~ ram E 0 Wu) N O o WQN U J XXO O f_ W r 00 N (Z ILL �— 0 In N — co .Y Z cy) � � 0co TZN coQN � z O Q N Jco I cn 3� RA m = — "o 3o RA 3m RA .. Mr.,..,,,.,..,....., 1"o H/C R , DA3 3/4"m H/C R 1 1/4"o H/C R- 1"a H/C S 3/4"o H/C S O 1 1/4"m H/C S RV-1 l 1 W H 2 2 TD-2 DA-4 a NORTHFORK m � •� ;� ����a.2u w�owevawm �n, S C RE IDEN E � A 24 � A 24 � A 24 5250 VANSTON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 CARRIAGE HOUSE MAIN RCP 3 3/16"= 1'-0" TH-1�100) < �11/ LU O-- 5D SA Lo El4o SA 11100,1 -- GO < U LjF PROD.NO. 17086 Cc rL 50 ) PROD.ARCHITECT DE DRAWN BY: ips 9 CL: .-- 3 C.r: 19 (� d U)co C� 00 SET ISSUE DATES I �.r_._z y DATE ISSUE cy) co w } cl) 2018.10.1' BIF' SET h rj Q 2019.03.08PERMIT SET- PRE TRUSTEES U) 2019.05.15 PERMIT SET- TRUSTEES REV O N t t S U REVISIONS NO. DATE DESCRIPTION ml G �o_� o' Q U � 'm m U N O a` Y O L C, O Z 0 m J PERMITTING N O W O N N U Ul m HVAC REFLECTED w CEILING PLAN EE U a a � • � t „_ 3/ 6" = V-0" 3/16" ' 8'= 4 � 12' miu2b LL N N lL U � 7/8/2019 3:35:25 PM u i uJ L O T V a N In o O O y F— N E J ~ WWN O N � © WQN U OC x O 0 � (J,JT ++ (n �. N cz IL ® 0 In m h = o � � j M201 B� � M2�1B � T Z cm 1 ('OQN � z0 T Q N C� IZ ERV INTAKE ERV EXHAUST 7m SA �� 7o EA M201 G ,, M201 C-\ M201 B 4 NORTHFORK - RESIDENCE 5250 VANSTON RD CUTCHOGUE, NY, 11935 3 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 CARRIAGE HOUSE ROOF HVAC PLAN ~-� GARAGE ROOF I iVAC PLAN (: 3 3116"= V-0" r 3/16"= 1'-0" Jam. f ?201A 3 M101A I i LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: ips q s N SET ISSUE DATES DATE S S U E j-- '� ?018.10.1 ' BID SET 0 2 r 4 -\ �� 2-019.03.08PERMIT SET- PRE TRUSTEES LL M201A) 2-,01��._ 05.15 PERMIT SET- TRUSTEES REV ------- N 0 a2 d t U 3 x U W N O REVISIONS NO. DATE DESCRIPTION m o' U m U N O a �I 0 t r 0 Z O i6 LL PERMITTING Y J N O O N N U N m HVAC ROOF PLAN C C wl :. a 3 PM 201 A a o N {� C O O 0 MA INI. � I I- 4' Q 8' 2' 1 a / 3!16"- 1'-0' r U SCALE: 3/18" — 1' - 0" 7/8/2019 3:35:27 PM Lo Lo y t O T 2 N Lr) o F— t" E ~ WcoN O 0 o WQN U J � X O F- W T +.' (n N cz u- 0 In N _ — Cy) � 0cy) - rZN ('') QN Z6 T Q N J C EN_i 100 - -(IH_1 100 `= -JH- 00) NY-1 I i 1 1/2"c H!C R NORTHFORK 1 1 J4"o H/G R 1 1/2°'0 H!G S 1 1/4"o H!G S RESIDENCE 5250 VANSTON RD CUTCHOGUE, NY, 11935 ---=--------GARAGE - GARAGE 13/1�lrtl\l, WEST ELEVATIONI RIPCORD ENGINEERING ----- ------------------ ----------- -- 3!16"= 1'-0" PO BOX 4175;PORTLAND,ME 04101;207-835-4060 Q Q Q (n W uj t r m _ ST- 1 rf\ RO®F GUE ROOF GUEST 23 - 0 1/4 23 - 0 114 i ATTIC_GUEST - ATTIC GUEST -- _ —_ ----- -.-- - - -- 15 - 3 1/4 — -- — --- -- ��_ i MAIN LEVEL GUEST MAIN LEVEL=GUEST I - 7, „ 0 Z7 I CARRIAGE HOUSE SOUTH ELEVATION CARRIAGE HOUSE EAST ELEVATION 3/16"= 1'-C" 3/16"= 1'-0" L�F PROD.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: ips C6 0 O o� 0 N m SET ISSUE DATES =i DATE ISSUE w 20�8.10.12 BID SE7 2 0 2019.03.08PERMIT SET- PRE TRUSTEES N 2019.05.15 PERMIT SET- TRUSTEES REV Y J Q Q Q N w U) U) O 9 U1 2 ROOF GUEST ROOF GUEST Q - -- ---------- — -- -- -- -- — --- _ - s 0 f ~` REVISIONS NO. DATE DESCRIPTION m Q ATTIC GUEST ATTIC-GUEST 5 - wl LL � it `` \` I I _ HY-1 - -, - - LL MAIN LEVEL_GUEST PERMITTING Y J \ I O N r A N LEVE _ GUE a N � - 1 1/4"m H/C R--O-1 1/4"o H/C S a EXTERIOR I 0 ELEVATIONS U C� OV 8 D_ O N lD CARRIAGE HOUSE NORTH ELEVATION CARRIAGE HOUSE WEST ELEVATION 4' 0 4' 8' 12' n .� 3/16"= 1'-C" 3/16"= 1'-0" a � m a iL s R LL SCALE: 3 16" = 1' - 0" U � 7/8/2010 I LQ�3�P-00V�(�`iP� �GvJ�e I V Y/ u s O f a N L0 00 0) NOTE: FROST OR CONDENSATION MAY COLLECT ON METAL PARTS. THE IN LET I--- ►� ,d E DAMPER AND INSULATED INLET DUCT WILL PREVENT COLD AIR MIGRATION. SLOPE TOWARDS OUTSIDE WALL TO DIRECT CONDENSATION TO THE o W N OUTSIDE WALL END. o W Q N U � Xo 0 � W � � CEILING MOUNT N (l � 0Ln am OUTSIDE WALL = Z (y) 0 0 co n FLANGE r I— �� o T Z cal INSULATED = D CTATED HEATER AIR coQ N TWINNED PIPING e Q z � DUCT Q N c !Z TWIN EPDM RUBBER END CAP '`-- � �2„ II ,ARM AIR COMPRESSION RIN - t 2 ADAPTER INLET MUST FIEL OUTLET INTAKE VENT ENSOR INSTALL SENSOR II NORTHFORK TWINNED PEX ADAPTER MAKEUP AIR DETAIL 6 3 RESIDENCE I I 5250 VANSTON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 NOTE: THIS DETAIL FOR ILLUSTRATIVE PURPOSES. SEE ARCHITECTURALS FOR A FULL DESCRIPTION OF THE RADIANT FLOOR ASSEMBLY. TWIN EPDM RUBBER END CAP CONCRETE SLAB - d- OXYGEN BARRIER PEX TUBING tN ° ° SUB-SLAB INSULATION -SEE ARCHITECTURALS FOR MATERIAL „ WALL SLEEVE AND THICKNESS 'll � SUB-GRADE .„��•' �� .A,,�'�.�.' -SEE ARCHITECTURALS FOR DETAILS � � HEAT SHRINK SEAL SLAB EDGE INSULATION SEE ARCHITECTURALS FOR MATERIAL AIND THICKNESS TWINNED PEX PIPING II � TWINNED PEX WALL SLEEVE TYPE 2 RADIANT FLOOR 5 2 I I � — LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: JPS 0 o I I 0 m� SET I-DSUE DATES =i DATE ISSUE 2018.10.12 DID SET ^_019.07.08PERMIT SEl- PRE TRUSTEES NOTE: THIS DETAIL FOR ILLUSTRATIVE PURPOSES. SEE ARCHITECTURALS FOR A FULL 2019.05.15PERMIT SET- TRUSTEES REV EXHAUST FAN N DESCRIPTION OF THE RADIANT FLOOR ASSEMBLY. O CO WOOD FF L -SEE ARCHITECTURALS FOR MATERIAL AND THICKNESS w N VT31M 29 / 00 (SUPPLIED W TH UNIT) OXYGEN BARRIER PEX TUBING REVISIONS L 1 ;.w QUICK TRAK SUB FLOOR (OR SIMILAR) N NO. DATE DESCRIPTION m� � MI T)E FLOOR STRUCTURE -SEE ARCHITECTURALS FOR DETAILS a .' sl IED LL Z LO ._ UNDER FLOOR INSULATION SEE AND TH C ARCHITESSURALS FOR MATERIAL �Iy PERMITTING N V O co N INSIDE OF DOOR N U I HVAC DETAILS cn w I a I o �I MAKEUP AIR WIRING DETAIL TYPE 1 RADIANT FLOOR t 4 1 C � LL C N U ENERGY MODEL PARAMETERS SCHEDULE In Lo u :E O T BUILDING LOCATION CUTCHOGUE, NY SPACE HEATING AND AIR CONDITIONING LOADS SCHEDULE SPACE HEATING AND AIR CONDITIONING LOADS SCHEDULE-BARN a NLo BUILDING CLASSIFICATION RESIDENTIAL s 0)APPLICABLE CODE(S) 2015 IRC/2015 IECC HEAT LOAD DATA COOLING LOAD DATA- COOLING LOAD DATA- COOLING LOAD DATA- COOLING LOAD DATA- WEATHER DATA SOURCE/TYPE SPACE AREA (MBh) TOTAL(MBh) SENSIBLE(MBh) SPACE AREA HEAT LOAD DATA(MBh) TOTAL(MBh) SENSIBLE(MBh) �t WINTER DESIGN TEMPERATURE (DRY BULB) DEG F 10.8 NUMBER SPACE NAME (S.F.) TOTAL TOTAL TOTAL NUMBER SPACE NAME (S.F.) TOTAL DENSITY TOTAL DENSITY TOTAL SHR N W U) N O SUMMER DESIGN TEMPERATURE(DRY BULB/WET BULB) DEG F 79.7/75.8 CH-1 18 GREAT ROOM 401 -7,700 12,200 9,800 GB-18 MECH 37 -100 -3 Btu/(h•ft2) 100 3 Btu/(h•ft2) 100 1.00 o W Q N V MODELING SOFTWARE TRANE TRACE 700 VERSION 6.3.3 CH-121 BEDROOM 1 193 -2,800 3,800 3,100 GB-22 BARN BATH 63 -300 -5 Btu/(h-ft2) 200 3 Btu/(h•ft2) 200 1.00 0E X p O CH-122 BEDROOM 2 194 -2,700 3,800 3,100 GB-112-1 STAIR-1 116 -600 -5 Btu/(h•ft2) 900 8 Btu/(h•ft2) 900 1.00 I- r }, W INFILTRATION RATE (MODELED)ACH NATURAL 0.1 CH-1 24 BEDROOM 3 199 -3,700 3,800 3,100 GB-112-2 STAIR-2 141 -700 -5 Btu/(h•ft2) 300 2 Btu/(h•ft2) 300 1.00 (n N (tf EXTERIOR WALL ASSEMBLY R-VALUE MAIN/BARN/GUEST... 34/34/18 GB-18 MECH 37 -100 100 100 GB-115 EXERCISE 301 -4,400 -15 Btu/(h•ft2) 3,300 11 Btu/(h•ft2) 1,900 0.58 ~ LL - ROOF ASSEMBY R-VALUE MAIN/BARN/GUEST(MODELED) 49/49/49 GB-22 BARN BATH 63 -300 200 200 GB-116 GARAGE 906 0 0 Btu/(h•ft2) 0 0 Btu/(h•ft2) 0 0 O In N SLAB FLOOR ASSEMBY R-VALUE MAIN/BARN/GUEST(MODELED) 10/10/10 GB-112-1 STAIR-1 116 -600 900 900 GB-206 LOFT 906 -10,800 -12 Btu/(h•ft2) 13,000 14 Btu/(h•ft2) 10,700 10.82 - M WINDOW U-VALUE MAIN/BARN/GUEST(MODELED) 0.23/0.23/0.23 GB-112-2 STAIR-2 141 -700 300 300 GRAND TOTAL 2,470 -16,900 17,800 14,100 - co WINDOW SHADING COEFFICIENT MAIN/BARN/GUEST(MODELED) 0.28/0.28/0.28 GB-115 EXERCISE 301 -4,400 3,300 1,900 = Z GB-116 GARAGE 906 0 0 0 SPACE HEATING AND AIR CONDITIONING LOADS SCHEDULE-GUEST HOUSE WINTER TEMPERATURE SET POINT DEG F 70 i- r ?� SUMMER TEMPERATURE SET POINT DEG F 75 I GB-206 LOFT 906 -10,800 13,000 10,700 ,- I MH-002 MEDIA ROOM 423 -1,600 2,500 1,000 SPACE AREA HEAT LOAD DATA(MBh) COOLING LOAD DATA-TOTAL(MBh) COOLING LOAD DATA-SENSIBLE(MBh) T Z N SPACE KEY MH-003 LAUNDRY 153 -500 200 200 NUMBER SPACE NAME (S.F.) MAIN DENSITY VENT TOTAL MAIN DENSITY VENT TOTAL MAIN SHR VENT TOTAL Co Q N MH-004 DARK ROOM 62 -1,300 1,800 1,000 CH-1 18 GREAT ROOM 401 -6,900 -17 Btu/(h•ft2) -800 -7,700 10,100 25 Btu/(h•ft2) 2,100 12,200 8,700 0.86 1,100 9,800 p SPACE NUMBER SPACE NAME ROOM NUMBER ROOM NAME MH-005 MECH 382 -700 900 500 CH-121 BEDROOM 1 193 -2,300 -12 Btu/(h•ft2) -500 -2,800 2,400 12 Btu/(h•ft2) 1,400 3,800 2,400 1.00 700 3,100 Z T_ CH-1 18 GREAT ROOM 118 GREAT ROOM MH-101 GREAT ROOM 1,104 -15,800 13,600 12,200 CH-122 BEDROOM 2 194 -2,200 -11 Btu/(h•ft2) -500 -2,700 2,400 12 Btu/(h•ft2) 1,400 3,800 2,400 1.00 700 3,100 Q N CH-121 BEDROOM 1 121 BEDROOM 1 MH-103 BEDROOM 323 -3,300 3,600 3,000 CH-1 24 1 BEDROOM 3 199 -3,200 -16 Btu/(h•ft2) -500 -3,700 12,400 12 Btu/(h•ft2) 1,400 3,800 2,400 1.00 700 3,100 CH-122 BEDROOM 2 122 BEDROOM 2 MH-107 MASTER BATH 422 -2,300 4,200 4,200 GRAND TOTAL 987 =14,600 -2,300 -16,900 17,300 6,300 23,600 15,900 3,200 19,100 CH-1 24 BEDROOM 3 123 BEDROOM 3 MH-111 MASTER 297 -5,200 7,300 6,400 GB-18 MECH BEDROOM SPACE HEATING AND AIR CONDITIONING LOADS SCHEDULE-MAIN HOUSE GB-22 BARN BATH MH-201 LOFT 450 -2,400 9,000 8,500 GB-112-1 STAIR-1 112 STAIR MH-202 LOFT BEDROOM 338 -3,000 2,700 1,800 SPACE AREA HEAT LOAD DATA(MBh) COOLING LOAD DATA-TOTAL(MBh) COOLING LOAD DATA-SENSIBLE (MBh) GB-112-2 STAIR-2 112 STAIR MH-203 LOFT BATH 252 -600 1300 1300 NUMBER SPACE NAME (S.F.) MAIN DENSITY VENT TOTAL DENSITY MAIN DENSITY VENT TOTAL DENSITY MAIN SHR VENT TOTAL GB-115 EXERCISE 115 EXERCISE GRAND TOTAL 7,664 -70,500 87,500 72,300 MH-002 MEDIA ROOM 423 -1,600 -4 Btu/(h•ft2) 0 -1,600 -4 Btu/(h•ft2) 2,500 6 Btu/(h•ft2) 0 2,500 6 Btu/(h•ft2) 1,000 0.40 0 1,000 GB-116 GARAGE 116 GARAGE MH-003 LAUNDRY 153 -500 -3 Btu/(h•ft2) 0 -500 -3 Btu/(h•ft2) 200 1 Btu/(h•ft2) 0 200 1 Btu/(h•ft2) 200 1.00 0 200 GB-206 LOFT 206 LOFT MH-004 DARK ROOM 62 -800 -13 Btu/(h•ft2) -500 -1,300 -21 Btu/(h•ft2) 400 6 Btu/(h•ft2) 1,400 1,800 29 Btu/(h•ft2) 300 0.75 700 1,000 MH-002 MEDIA ROOM 002 MEDIA ROOM MH-005 MECH 382 -300 -1 Btu/(h•ft2) -400 -700 -2 Btu/(h•ft2) 200 1 Btu/(h•ft2) 700 900 2 Btu/(h•ft2) 100 0.50 400 500 MH-003 LAUNDRY 003 LAUNDRY MH-101 GREAT ROOM 1,104 -14,200 -13 Btu/(h•ft2) -1,600 -15,800 -14 Btu/(h•ft2) 10,800 10 Btu/(h•ft2) 2,800 13,600 12 Btu/(h•ft2) 10,700 0.99 1,500 12,200 MH-004 DARK ROOM MH-103 BEDROOM 323 -2,500 -8 Btu/(h•ft2) -800 -3,300 -10 Btu/(h•ft2) 2,200 7 Btu/(h•ft2) 1,400 3,600 11 Btu/(h•ft2) 2,200 1.00 800 3,000 MH-005 MECH 005 MECH MH-107 MASTER BATH 422 -2,300 -5 Btu/(h•ft2) 0 -2,300 -5 Btu/(h•ft2) 4,200 10 Btu/(h•ft2) 0 4,200 10 Btu/(h•ft2) 4,200 1.00 0 4,200 MH-101 GREAT ROOM 101 GREAT ROOM MH-111 MASTER 297 -4,000 -13 Btu/(h•ft2) -1,200 -5,200 -18 Btu/(h•ft2) 5,200 18 Btu/(h•ft2) 2,100 7,300 25 Btu/(h•ft2) 5,200 1.00 1,200 6,400 MH-103 BEDROOM 103 BEDROOM BEDROOM MH-107 MASTER BATH MH-201 LOFT 450 -2,400 -5 Btu/(h•ft2) 10 -2,400 -5 Btu/(h•ft2) 9,000 20 Btu/(h•ft2) 0 9,000 120 Btu/(h•ft2) 18,500 10.94 10 18,500 MH-111 MASTER BEDROOM 111 MASTER MH-202 LOFT BEDROOM 338 -2,200 -7 Btu/(h•ft2) Lo 00 -3,000 -9 Btu/(h•ft2) 1,300 4 Btu/(h•ft2) 1,400 2,700 8 Btu/(h•ft2) 1,000 0.77 800 1,800 MH-201 LOFT 201 LOFT MH-203 LOFT BATH 252 -600 -2 Btu/(h•ft2) -600 -2 Btu/(h•ft2) 300 1 Btu/(h•ft2) 0 300 11 Btu/(h•ft2) 1300 11.00 10 300 MH-202 LOFT BEDROOM 205 LOFT BEDROOM GRAND TOTAL 4,206 -31,400 -5,300 -36,700 36,300 9,800 46,100 33,700 5,400 39,100 MH-203 LOFT BATH - ZONE SCHEDULE NORTHFORK SPACE AIR LOADS SCHEDULE SPACE AIR LOADS SCHEDULE-BARN ZONE SPACE NUMBER SPACE NAME RESIDENCE 1-MAIN HOUSE -BASEMENT MH-005 MECH SPACE AIRFLOW AIRFLOW AIR STATE- HEATING AIR STATE-COOLING 1-MAIN HOUSE- BASEMENT MH-002 MEDIA ROOM NUMBER SPACE NAME AREA SUPPLYc SUPPLYv RETURNc RETURNv SPACE MAIN MAIN 1-MAIN HOUSE-BASEMENT MH-004 DARK ROOM CH-1 18 GREAT ROOM 401 SF 332 36 332 36 NUMBER SPACE NAME AREA SUPPLYc SUPPLYv RETURNc RETURNv EDB LDB EDB EWB EHR LDB LWB LHR 1-MAIN HOUSE- BASEMENT MH-003 LAUNDRY CH-121 BEDROOM 1 193 SF 92 24 92 24 GB-18 MECH 37 SF 0 0 0 0 50 102 85 71 89.1 55 55 63.5 2-MAIN HOUSE -GREAT ROOM MH-101 GREAT ROOM CH-122 BEDROOM 2 194 SF 93 24 93 24 GB-22 BARN BATH 63 SF 7 0 7 50 70 112 78 65 70.7 55 55 63.5 3-MAIN HOUSE - 1 ST FLOOR BEDROOM MH-103 BEDROOM CH-1 24 BEDROOM 3 199 SF 92 24 92 24 GB-112-1 STAIR-1 116 SF 32 0 32 0 70 87 78 65 70.7 55 55 63.5 3-MAIN HOUSE - 1 ST FLOOR BEDROOM MH-107 MASTER BATH GB-18 MECH 37 SF 0 0 0 0 GB-112-2 STAIR-2 141 SF 12 0 12 0 70 124 178 65 70.7 55 155 63.5 3-MAIN HOUSE- 1 ST FLOOR BEDROOM MH-111 MASTER BEDROOM GB-22 BARN BATH 63 SF 7 0 7 50 GB-115 EXERCISE 301 SF 73 50 73 0 30 83 78 67 80.0 55 53 54.3 4-MAIN HOUSE -2ND FLOOR LOFT MH-201 LOFT GB-112-1 STAIR-1 116 SF 32 0 32 0 GB-116 GARAGE 906 SF 0 0 0 0 50 125 85 71 89.1 55 55 63.5 5-MAIN HOUSE-2ND FLOOR BEDROOM MH-203 LOFT BATH GB-112-2 STAIR-2 141 SF 12 0 12 0 GB-206 LOFT 906 SF 403 50 403 50 63 86 78 66 72.4 55 55 63.5 5250 VANSTON RD 5-MAIN HOUSE-2ND FLOOR BEDROOM MH-202 LOFT BEDROOM GB-115 EXERCISE 301 SF 73 50 73 0 GRAND TOTAL 2470 SF 527 100 527 100 CUTCHOGUE NY 11 6-BARN GB-206 LOFT GB-116 GARAGE 906 SF 0 0 0 0 935 6-BARN GB-18 MECH GB-206 LOFT 906 SF 403 50 403 50 SPACE AIR LOADS SCHEDULE-GUEST HOUSE 6-BARN GB-112-1 STAIR-1 MH-002 MEDIA ROOM 423 SF 36 0 36 0 RIPCORD ENGINEERING 6-BARN GB-116 GARAGE MH-003 LAUNDRY 153 SF 0 0 0 0 AIRFLOW AIR STATE -HEATING AIR STATE-COOLING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 6-BARN GB-115 EXERCISE MH-004 DARK ROOM 62 SF 0 10 0 24 SPACE MAIN VENT MAIN VENT 6-BARN GB-22 BARN BATH MH-005 MECH 382 SF 0 0 0 12 NUMBER SPACE NAME AREA SUPPLYc SUPPLYv RETURNc RETURNv EDB LDB EDB LDB EDB EWB EHR LDB LWB LHR EDB EWB EHR LDB LWB LHR 6-BARN GB-112-2 STAIR-2 MH-101 GREAT ROOM 1104 SF 0 48 0 0 CH-1 18 GREAT ROOM 401 SF 332 36 332 36 70 89 50 70 78 65 70.7 55 55 63.5 77 69 89.7 50 50 52.5 7-GUEST HOUSE CH-1 18 GREAT ROOM MH-103 BEDROOM 323 SF 0 24 0 12 CH-121 BEDROOM 1 193 SF 92 24 92 24 70 92 50 70 78 65 70.7 55 55 63.5 77 69 89.7 50 50 52.5 7-GUEST HOUSE CH-121 BEDROOM 1 MH-107 MASTER BATH 422 SF 0 0 0 48 CH-122 BEDROOM 2 194 SF 93 24 93 24 70 91 50 70 78 65 70.7 55 55 63.5 77 69 89.7 50 50 52.5 MH-111 MASTER 297 SF 0 24 0 0 CH-1 24 BEDROOM 3 199 SF 92 24 92 24 70 100 50 70 78 65 70.7 55 55 63.5 77 69 89.7 50 50 52.5 7-GUEST HOUSE CH-122 BEDROOM 2 BEDROOM GRAND TOTAL 987 SF 609 108 609 108 I 7 GUEST HOUSE CH-1 24 BEDROOM 3 MH-201 LOFT 450 SF 0 0 0 0 MH-202 LOFT BEDROOM 338 SF 0 24 0 0 SPACE AIR LOADS SCHEDULE-MAIN HOUSE MH-203 LOFT BATH 252 SF 0 0 0 24 GRAND TOTAL 7664 SF 1172 328 1172 328 AIRFLOW AIR STATE-HEATING AIR STATE-COOLING SPACE MAIN VENT MAIN VENT NUMBER SPACE NAME AREA SUPPLYc SUPPLYv RETURNc RETURNv EDB LDB EDB LDB EDB EWB EHR LDB LWB LHR EDB EWB EHR LDB LWB LHR MH-002 MEDIA ROOM 423 SF 36 0 36 0 70 109 0 0 78 65 70.7 55 40 13.0 0 0 0 0 0 0 MH-003 LAUNDRY 153 SF 0 0 0 0 70 125 0 0 78 65 70.7 55 55 63.5 0 0 0 0 0 0 MH-004 DARK ROOM 62 SF 0 0 0 24 70 125 50 70 78 65 70.7 55 55 62.7 77 69 89.7 50 50 52.5 MH-005 MECH 382 SF 0 0 0 12 50 125 38.2 70 85 71 89.1 55 54 60.7 78 69 90.3 50 50 52.5 MH-101 GREAT ROOM 1104 SF 0 48 0 0 70 81 40.8 70 78 65 70.7 70 162 70.5 78 69 90.3 50 50 52.5 MH-103 BEDROOM 323 SF 0 24 0 12 70 79 40.8 70 78 65 70.7 70 62 70.7 78 69 90.3 50 50 52.5 MH-107 MASTER BATH 422 SF 0 0 0 48 70 74 0 0 78 65 70.7 70 62 70.7 0 0 0 0 0 0 MH-111 MASTER 297 SF 0 24 0 0 70 76 40.8 70 78 65 70.7 70 62 70.7 78 69 90.3 50 50 52.5 BEDROOM MH-201 LOFT 450 SF 0 0 0 0 70 72 0 0 78 65 70.7 70 62 69.9 0 0 0 0 0 0 MH-202 LOFT BEDROOM 338 SF 0 24 0 0 70 83 40.8 70 78 65 70.7 70 62 70.7 78 69 90.3 50 50 52.5 MH-203 LOFT BATH 252 SF 0 0 0 24 70 86 0 0 78 65 70.7 70 62 70.7 0 0 0 0 0 0 GRAND TOTAL 4206 SF 36 120 36 120 I i LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: ips O 0 N �I frI SET DATE ISSUE ISSUEDATES iEl 2018.10.12 BID SET ig 2019.03.08PERMIT SET- PRE TRUSTEES LL Y 2019.05.15PERMIT SET- TRUSTEES REV J N O N L U 5 U w 0 2 REVISIONS m NO. DATE DESCRIPTION 0 U ro m O U UJ O a Y O L O Z _ 0 m LL PERMITTING Y J N O W 60 0 N N U N O HVAC SCHEDULES IRS IN m w 1 C w �I O U a 8 n 0 N C L ' i0 L a � a i� c � U J 118120 .� LO LI MECHANICAL NOTES y O r 1 OPTIONAL INSECT SCREEN (SX-N) s N LO 2 OPTIONAL INSECT SCREEN (SFX-N) 0) 3 WORKING FLUID 30% PROPYLENE GLYCOL ~ d E 4 4"SLAB ON GRADE; R10 INSULATION;TUBING AT BOTTOM OF SLAB. N W U) N O 5 QUICK TRAK ASSEMBLY; 1/2" HARDWOOD. o W Q N U 6 MASTER BATH SHALL BE OFF WHEN IN COOLING MODE. x p O 7 LAY TUBING SO THAT WATER ENTERS. NEAR THE OUTSIDE WALL AND LEAVES NEAR THE BATHROOM.THIS WILL TEND TO KEEP THE BATHROOM FLOOR WARMER WHEN THE SYSTEM IS IN COOLING MODE. W cz RADIANT PANEL SCHEDULE-MANIFOLD CABINET 1LL CONSTRUCTION DATA HEATING DATA COOLING DATA 0 to N SPACE ATTACHMENT LEADER LOOP LOOP SURFACE UNTREATED CIRCUIT SURFACE TUBE LOOP LOOP SET UNTREATED CIRCUIT SURFACE TUBING LOOP LOOP _ - m RUCTION TYPE TUBE TYPE METHOD LENGTH LENGTH NUMBER SET POINT AREA AREA LOAD FLUX TEMP. EWT LWT dT TEMP. FLOW PD SPACING LENGTH NUMBER POINT AREA AREA LOAD FLUX TEMP. EWT LWT dT TEMP. FLOW PD SPACING LENGTH NUMBER NOTES TAG MARK NUMBER SPACE NAME SURFACE CONSTRUCTION � = Z RP-1 1 MH-101 GREAT ROOM FLOOR SUSPENDED QUICK TRAK hePEX 5/16" PUSH IN loft 180 ft 12 68 OF 1107 SF 0 SF -14,200 Btu/h -12.8 Btu/(h•ft2) 120 OF 95 OF 75 OF 20 OF 74 OF 1.70 GPM 3.4 ftH2O 7" 178 ft 12 78 OF 1107 SF 0 SF 10,800 Btu/h 9.8 Btu/(h•ft2) 44 OF 55 OF 61 OF 6 OF 71 OF 3.60 GPM 10.6 ftH2O 7" 180 ft 12 3,5 0 co - 12 -14,200 Btu/h 1.70 GPM 10,800 Btu/h 3.60 GPM RADIANT PANEL SCHEDULE-MANIFOLD CABINET 2 T Z N � QN CONSTRUCTION DATA HEATING DATA COOLING DATA O SPACE ATTACHMENT LEADER LOOP LOOP SURFACE UNTREATED CIRCUIT SURFACE TUBE LOOP LOOP SET UNTREATED CIRCUIT SURFACE TUBING LOOP LOOP Z r TAG MARK NUMBER SPACE NAME SURFACE CONSTRUCTION TYPE TUBE TYPE METHOD LENGTH LENGTH NUMBER SET POINT AREA AREA LOAD FLUX TEMP. EWT LWT dT TEMP. FLOW PD SPACING LENGTH NUMBER POINT AREA AREA LOAD FLUX TEMP. EWT LWT dT TEMP. FLOW PD SPACING LENGTH NUMBER NOTES Q (V RP-2 1 MH-103 BEDROOM FLOOR SLAB CONCRETE hePEX 1/2" EMBEDDED 10 ft 236 ft 2 68 OF 323 SF 0 SF -2,500 Btu/h -7.7 Btu/(h•ft2) 120 OF 82 OF 72 OF 10 OF 72 OF 0.59 GPM 1.8 ftH2O 9" 236 ft 2 78 OF 323 SF 0 SF 2,200 Btu/h 6.8 Btu/(h•ft2) 44 OF 55 OF 61 OF 6 OF 70 OF 1.10 GPM 4.2 ftH2O 9" 235 ft 2 3,4 (n IZ RP-2 2 MH-107 MASTER BATH FLOOR SLAB CONCRETE hePEX 1/2" EMBEDDED 10 ft 208 ft 3 68 OF 422 SF 0 SF -2,300 Btu/h -5.5 Btu/(h•ft2) 120 OF 82 OF 72 OF 10 OF 71 OF 0.54 GPM 0.7 ftH2O 9" 208 ft 3 78 OF 422 SF 0 SF 4,200 Btu/h 10.0 Btu/(h•ft2) 44 OF 78 OF 78 OF 0 OF 78 OF 0.00 GPM 0.0 ftH2O 0" Oft 3 3,4 RP-2 3 MH-111 MASTER BEDROOM FLOOR SLAB I CONCRETE hePEX 1/2" EMBEDDED 10 ft 320 ft 2 68 OF 297 SF 0 SF -4,000 Btu/h -13.5 Btu/(h•ft2) 120 °F 82 OF 75 OF,7 °F 75 OF 0.94 GPM 5.2 ftH2O 6" 317 ft 2 78 OF 297 SF 0 SF 5,200 Btu/h 17.5 Btu/(h•ft2) 144 OF 155 OF 61 °F 6 °F 67 OF i 1.40 GPM 19.3 ftH2O 6" 320 ft 2 3,4 7 -8,800 Btu/h 2.07 GPM 11,600 Btu/h 2.50 GPM RADIANT PANEL SCHEDULE- MANIFOLD CABINET 3 CONSTRUCTION DATA HEATING DATA COOLING DATA SPACE ATTACHMENT LEADER LOOP LOOP SURFACE UNTREATED CIRCUIT SURFACE TUBE LOOP LOOP SET UNTREATED CIRCUIT SURFACE TUBING LOOP LOOP TAG MARK NUMBER SPACE NAME SURFACE CONSTRUCTION TYPE TUBE TYPE METHOD LENGTH LENGTH NUMBER SET POINT AREA AREA LOAD FLUX TEMP. EWT LWT dT TEMP. FLOW PD SPACING LENGTH NUMBER POINT AREA AREA LOAD FLUX TEMP. EWT LWT dT TEMP. FLOW PD SPACING LENGTH NUMBER NOTES RP-1 2 MH-201 LOFT FLOOR SUSPENDED QUICK TRAK hePEX 5/16" PUSH IN 10 ft 175 ft 5 68 °F 450 SF 0 SF -2,400 Btu/h -5.3 Btu/(h•ft2) 120 °F 82 OF 71 OF 11 °F 71 °F 0.28 GPM 0.9 ftH2O 7" 175 ft 5 78 OF 450 SF 0 SF 9,000 Btu/h 20.0 Btu/(h•ft2) 44 OF 55 OF 61 OF 6 OF 71 OF 1.50 GPM 10.3 ftH2O 7" 175 ft 5 3,5 RP-1 3 MH-202 LOFT BEDROOM FLOOR SUSPENDED QUICK TRAK hePEX 5/16" PUSH IN 10 ft 214 ft 4 68 OF 338 SF 0 SF -2,200 Btu/h -6.5 Btu/(h•ft2) 120 °F 82 OF 72 °F 10 OF 71 °F 0.26 GPM 2.4 ftH2O 7" 214 ft 4 78 OF 338 SF 0 SF 1,300 Btu/h 3.8 Btu/(h•ft2) 44 OF 55 OF 61 OF 6 OF 74 OF 0.90 GPM 6.2 ftH2O 7" 165 ft 4 3,5 9 -4,600 Btu/h 0.54 GPM 10,300 Btu/h 2.40 GPM FAN COIL UNIT SCHEDULE COOLING DATA HEATING DATA ELECTRICAL DATA COOLING ENTERING ENTERING HEATING ENTERING TAG MANUFACTURER MODEL DESCRIPTION CAPACITY DBT WBT EWT LWT FLOW PD CAPACITY DBT EWT LWT FLOW PD VOLTAGE PHASE FREQUENCY WATTAGE COUNT NOTES FC-1 JAGA BZBW.05207200 BZBW H052 L072/BRIZA BUILT IN WALL 2-PIPE 4082.7 Btu/h 78 OF 66 OF 45 OF 55 OF 2.3 GPM 1.5 ftH2O 8852.1 Btu/h 68 °F 130 OF 110 OF 0.9 GPM 0.2 ftH2O 24 V 1 0 Hz 18 W 4 3 FC-2 JAGA BZBC.05212500 BZBC H052 L125/BRIZA BUILT IN CEILING 2-PIPE 8127.8 Btu/h 78 OF 66 OF 45 OF 55 OF 4.5 GPM 5.8 ftH2O 17615.7 Btu/h 68 OF 130 OF 110 OF 1.8 GPM 0.9 ftH2O 24 V 1 0 Hz 26 W 1 3 FC-3 JAGA BZMC.05509500 BZMC H055 L095/BRIZA CEILING MOUNTED 2-PIPE 7095.5 Btu/h 78 OF 66 OF 45 OF 55 OF 1.4 GPM 0.6 ftH2O 8442.4 Btu/h 68 °F 130 OF 110 OF 0.8 GPM 0.2 ftH2O 24 V 1 0 Hz 18 W 3 3 AIR-TO-WATER HEAT PUMP SCHEDULE NORTHFORK COOLING DATA HEATING DATA ELECTRICAL DATA RESIDENCE COOLING HEATING TAG MANUFACTURER MODEL DESCRIPTION CAPACITY FLOW PD CAPACITY FLOW PD VOLTAGE PHASE FREQUENCY FLA MCA MOP COUNT NOTES HP-1 AERMEC ANK050H AIR-TO-WATER HEAT PUMP 48240.0 Btu/h 9.5 GPM 5.8 ftH2O 57500.0 Btu/h 12.8 GPM 10.4 ftH2O 230 V 1 60 Hz 37 A 34 A 60 A 2 3 W/DCPX NEUTRAL TEMPERATURE DEHUMIDIFIER UNIT SCHEDULE MECHANICAL DATA ELECTRICAL DATA TAG MANUFACTURER MODEL'i DESCRIPTION AIRFLOW WATER FLOW PD VOLTAGE PHASE FREQUENCY WATTAGE MCA COUNT NOTES NTD-1 MESSANA AIR MAGIC NTD500 NEUTRAL TEMPERATURE DEHUMIDIFIER 470 2.4 GPM 6.7 ftH2O 110 V 1 60 Hz 700 W 8 A 1 3 5250 VAN STON RD NTD-2 MESSANA AIR MAGIC NTD20 0 NEUTRAL TEMPERATURE DEHUMIDIFIER 200 1.1 GPM 1.7 ftH2O 220 V 1 60 Hz 400 W 2 A 1 3 CUTCHOGUE, NY, 11935 MAKEUP AIR SCHEDULE MECHANICAL DATA ELECTRICAL DATA RIPCORD ENGINEERING EXTERNAL PO BOX 4175;PORTLAND,ME 04101;207-835-4060 TAG MANUFACTURER MODEL DESCRIPTION AIRFLOW STATIC VOLTAGE PHASE FREQUENCY WATTAGE FLA MOTOR HP MOTOR FLA MOCP COUNT NOTES MUA-1 ELECTRO EM-MA05-240-1-0 PACKAGED ELECTRIC 320 0.4 in-wg 240 V 1 60 Hz 5,000 W 21 A 0.10 hp 0 A 30 A 1 INDUSTRIES 8 MAKE-UP AIR HEATER BUFFER TANK SCHEDULE ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION CAPACITY VOLTAGE PHASE IFREQUENCY WATTAGE COUNT NOTES BT-1 I VAUGHN CORPORATION D413 HYDRONIC BUFFER TANK 180 gal 240 V 11 160 Hz 12,000 W 1 EXPANSION TANK SCHEDULE-HYDRONIC TAG MANUFACTURER MODEL DESCRIPTION CAPACITY MAX ACCEPTANCE VOLUME I PRECHARGE COUNT NOTES ET-2 BELL&GOSSETT HFT 60 IHYDRONIC EXPANSION TANK 17.6 gal 12.5 gal 112 psi 1 PUMP SCHEDULE MECHANICAL DATA ELECTRICAL DATA TAG MANUFACTURER MODEL. DESCRIPTION FLOW HEAD MOTOR HP VOLTAGE PHASE FREQUENCY COUNT NOTES P-1 GRUNDFOS MAGNA3 40-120 F VARIABLE-SPEED CIRCULATOR 27.8 GPM 38.1 ftH2O 0.60 hp 115 V 1 60 Hz 2 3 P-2 GRUNDFOS MAGNA3 32-60 F VARIABLE-SPEED CIRCULATOR 4.0 GPM 18.0 ftH2O 0.60 hp 115 V 1 60 Hz 3 3 P-3 GRUNDFOS UP 10-16 PM,AUTO HOT WATER RECIRCULATOR 1.0 GPM 2.0 ftH2O 0.01 hp 115 V 1 60 Hz 1 3 FEEDER SYSTEM SCHEDULE ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION CAPACITY VOLTGE PHASE FREQUENCY COUNT NOTES GFS-1 AXIOM DMF-150 DIGITAL HYDRONIC FEEDER SYSTEM 0-45PSI 4.6 gal 120 V 1 60 Hz 1 3 HRV/ERV SCHEDULE ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION VOLTS FREQUENCY PHASE WATTAGE COUNT NOTES ATU-1 MESSANA AIR-MAGIC COMBO DEHUMIDIFIER AND RECOVERY 230 V 60 Hz 1 480 W 1 ATU300V VENTILATOR j ERV-1 BROAN ERV100S ENERGY RECOVERY VENTILATOR 120 V 60 Hz 1 120 W 1 HRV-1 MESSANA AIR MAGIC HRV200 RECOVERY VENTILATOR ADD-ON MODULE 220 V 60 Hz 1 64 W 1 RANGE HOOD SCHEDULE ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION AIRFLOW VOLTAGE PHASE FREQUENCY WATTAGE COUNT NOTES RH-1 TBD TBD RECIRCULATING RANGE 600 120 V 1 60 Hz 300 W 1 HOOD RH-2 VENTAHOOD B100 SINGLE WALL MOUNT LINER INSERT 300 115 V 1 60 Hz 300 W 1 TOWEL WARMER SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION VOLTAGE PHASE FREQUENCY I WATTAGE I COUNT NOTES TW 1 RUNTAL RTRE-2924 ELECTRIC TOWEL WARMER 1120 V 11 160 Hz 1450 W 13 FAN SCHEDULE ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION AIRFLOW VOLTAGE PHASE FREQUENCY WATTAGE COUNT NOTES BF-1 PANASONIC FV-05VS3 WHISPERVALUE 50 120 V 1 60 Hz 16 W 1 L�F PROD.NO. 17OH6 FAN PROJ.ARCHITECT DE DRAWN BY: ips DUCT ACCESSORY SCHEDULE s T DESCRIPTION COUNT NOTES AG MANUFACTURER MODEL SET ISSUE DATES mi DA 1 ZEHNDER MANIFOLD BOX CW D 220 MANIFOLD 1 DATE ISSUE W DA-1 ZEHNDER MANIFOLD BOX CW-D 220 i MANIFOLD 2018,10.12 BID SET 01 DA-2 ZEHNDER MANIFOLD BOX CW-D 320 MANIFOLD 1 2019.03.08PERMIT SET- PRE TRUSTEES DA-3 ZEHNDER CW-S 520/CW-M 520-10 x 75/CW-P 520-7" SILENCER/MOUNTING PLATE/END PLATE 1 2019.05.15PERh41T SET- TRUSTEES REV DA-4 ZEHNDER CW-S 520/CW-M 520-10 x 75/CW-P 520-7" SILENCER/MOUNTING PLATE/END PLATE 1 DA-5 ZEHNDER ATTENUATOR CW-S 220 I SOUND ATTENUATION MANIFOLD 1 DA-6 ZEHNDER ATTENUATOR CW-S 220 1 SOUND ATTENUATION MANIFOLD 1 s DA-7 ZEHNDER MANIFOLD BOX CW-D 320 MANIFOLD 1 ui AIRTERMINAL SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION NECK SIZE(IN.) COUNT NOTES A ZEHNDER TVA 75 SUPPLY DIFFUSER BOX, 2 PORT 3e-3m 6 N REVISIONS c B ZEHNDER TVA 75-3 SUPPLY DIFFUSER BOX, 3 PORT 3m-3a-3e 2 m C ZEHNDER TVA 75 RETURN DIFFUSER BOX,2 PORT 3m-3o 9 NO. DATE DESCRIPTION D ZEHNDER TVA 75-3 RETURN DIFFUSER BOX,3 PORT 3m-3o-3m 1 E SEIHO SX 5 SUPPLY WALL DIFFUSER 5o 1 F PRICE LBP LINEAR BAR GRILLES PRESSED CORE 5x36 1 G PRICE 10 SERIES PERFORATED FACE SUPPLY 6x6 1 H PRICE 10 SERIES PERFORATED FACE RETURN 16x10 1 J PRICE 10 SERIES PERFORATED FACE RETURN 18x12 2 CONTROLS SCHEDULE z K PRICE 10 SERIE:> PERFORATED FACE SUPPLY 8x8 1 MANUFACTUR L PRICE 10 SERIES PERFORATED FACE RETURN 6x6 2 TAG ER MODEL DESCRIPTION COUNT NOTES v VENT HOOD SCHEDULE MB MESSANA MB X SYSTEM CONTROLL 1 MP MESSANA MPAD SYSTEM INTERFACE 2 PERMITTING NECK SIZE MS MESSANA MSENSE MULTI-FUNCTION WALL MOUNTED 12 TAG MANUFACTURER MODEL DESCRIPTION (IN.) COUNT NOTES SENSOR N EH-1 SEIHO SX 5 EXHAUST OUTLET 5o 2 1 MT MESSANA MTOUCH ZONE SET POINT CONTROLLER 6 EH-2 SEIHO SX 4 EXHAUST OUTLET 4o 1 1 MZ MESSANA 8 EIGHT ZONE CONTROL PANEL 4 H VAC SCHEDULE S IH-1 SEIHO SFX 5 OUTSIDE AIR INTAKE 5o 1 2 PS TBD TBID TBD POWER OVER ETHERNET SWITCH 3 IH-2 SEIHO SX 8 OUTSIDE AIR INTAKE 8o 1 1 TW STELPRO STE252NP+ ELECTRIC RESISTANCE 3 Wi IH-3 SEIHO SX 5 OUTSIDE AIR INTAKE 50 1 1 THERMOSTAT a MANIFOLD CABINET SCHEDULE CE TAG MANUFACTURER MODEL DESCRIPTICN OUTLETS COUNT NOTES MC-1 CALEFFI 659104 GREAT ROOM MANIFOLD CABINET 13 1 MC-2 CALEFFI 659084 LOFT MANIFOLD CABINET 10 1 o A umft - MC-3 CALEFFI 659084 BEDROOM MANIFOLD CABINET 10 1 S ro Y I d d d m ii I C) J I '�:49 PM S t Or N U7 o co O LL � N E ~ W0NO © W Q N U J � xoo I— W r.. +' (l) F- N CZ LL ® � 0Lo (1) _ — co �C 32800/47300 BTU/H 32800/47300 BTU/H 7 z 3.9 TONS 3.9 TONS 8800/7400 BTU/H 4600/10300 BTU/H 5.1 GP 200 BTU/H 0 co 5.1 GP 200 BTUIH 3.8 G 5000 BTUlH Mc-1 1.4/3.7 GPM MC-2 1.8/2.5 GPM MC•3 0.9/3.5 GPM 3.1 GPM 2.9/13 GPM 2.9/13 GPM 3.1 GPM 3.8 GPM (50%) 99.3°F (50%) 99.3°F CEID 0 51.4°F r. FFrr..22 Fr-3 FcC-�d FFrr--55 Fr. Fr-Z Fr-g T Z N � 8e � lum 200/ 6 Rlum 200/26 ROLL/H ATU-1 NTD-1 500/20 Rf U/H ° ° ° ° ° ° ATU-2 400/86 Rb/H 400/ 8 Rf u/H 400/ 8 Rf um 000/ 9 9YU/H C) Q 122°F 122`F 0.2/0.6 GPM 0.2/0.7 GPM 0.2/0.7 GPM 0.3/0.5 GPM 75°F 95°F 72°F 82°F 72 F 82°F 0.4/2.2 GPM 0.1/0.7 GPM 0.1/0.7 GPM 0.2/0.7 GPM HP-1/1 44oF HP-1/2 44o 61'F 55°F 61°F 55°F 61°F 55°F Q z r 102°F 122`F 102'F 122°F 102°F 122°F 102°F 122`F Q N 118.5°F 122°F 117.1°F 122°F p 118.5°F 122°F 102°F 122°F 102°F 122°F 102°F 122°F 102°F 122°F � � 52`F 44°F 52°F 44°F 52`F 44°F 52`F 44°F 52°F 44'F 52°F 44°F 1.4/3.7 GPM 1.8/2.5 GPM 0.9/3.5 GPM 52°F 44°F 52°F 44°F 52°F 44°F 52`F 44`F 52°F 44°F G AL 4.9/17.3 FT 6.9/15.2 FT 3.8/16.9 FT G G H G:�A P-2/1 P-2/2 P-2/3 8V-ATU2 H H CV.FC1 CV-FC2 BVECS CY-FC5 BVFCB CVFCB BV-FC7 CY-FC7 BV-FCB CV-FCB G W BV-FC, BV-FC2 BVEC3 CV-FC3 BV-ATU1 BV�,T01 BV.FC1 CV-FCI W W R MKV-, WY-2 MKV-3 WS S //\ R / / G H H J\ '/\ C C W S S G C W W R ET-1 A A W S S 4.3/20.1 GPM G G BVM Y., BV-M%V-2 BV-MXv-3 R 65600/ 4700 BTU/H 24.5/35.8 FT C C SOURCE AV TRAN FER P•1/1 W W 5.9/26 GPM A 4.3/20.1 GPM S S G 122°F 122°F 0 GP H G 44°F 44`F 0 FT cv-Mzv., CV-WV-2 CV-MKVJ W H (0%) TW 1/1 S W TW1/2 TW-1/3 P-1/2 /\ R G \/' GHWR/GCWR L C G 99.3°F 90.8°F MAN-1 W C W 51.4°F 53.6°F BT-1 GARAGE BARN HTG/CLG MAIN HOUSE HTG/CLG s R CARRIAGE HOUSE HTG/CLG GHWS/GCWS > GHWS/GCWS > GHWS/GCWS GHWR/GCWR- GHWR/GCWR < GHWR/GCWR NORTHFORK RESIDENCE 5250 VANSTON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING MIXING ASSEMBLY - --� PO BOX 4175;PORTLAND,ME 04101;207-835-4060 IN MECH.ROOM AV A Fr 140°F 0 BTU/H 140°F 0 BTU/H' 000/ 5 O%TU/H FD 110°F 0 GPM 1 0°F 0 GPM 0.2/0.6 GPM 12 PORT 120°F -- TMV TMV 102°F 122°F TMV - FD ONE BALANCING VALVE PER LOOP 52°F 44°F 170400 BTU/H 140°F E IF-1 60'F I 60°F M 4.3 GPM i 0G�PM WH-2/1 WH•2/2 0 FF HCKV-2} 0 F-I P-3 - BV-FCi CV-FcI P-4 T E E 60°F 0.4 GAL 0.9 GAL Y., Y.2 WH-1 FLOW 1 100 PSIG 100 PSIG DECOUPLER 12 PSIG 9 PSIG 60'F 60 ET-2 DWS-1 ET-3 DWS-1 TYPICAL VALVE PACKAGE WATER HEATER WITH RECIRCULATION WATER HEATER ASSEMBLY MC-1 GREAT ROOM MAIN HOUSE CARRIAGE HOUSE ATU-AIR TREATMENT UNIT MIXING ASSEMBLY AV-AIR VALVE IN MECH.ROOM BT-BUFFER TANK DV-DIVERTER VALVE A" DWS-DOMESTIC WATER SUPPLY ET-EXPANSION TANK FC-FAN COIL 8 PORT FD-FLOOR DRAIN 0 GPM GFS-GLYCOL FEEDER SYSTEM ONE BALANCING VALVE AND 0 FT HP-HEAT PUMP P-4 HPWH-HEAT PUMP WATER HEATER THERMO-ELECTRIC ACTUATOR IF-IMPOSED FIXTURES PER LOOP IHCL-IMPOSED HEATING/COOLING LOAD MI(V-2 IWH-INDIRECT WATER HEATER 1 MC-MANIFOLD CABINET FLOW MXV-MIXING VALVE DECOUPLER NTD-NEUTRAL TEMPERATURE DELIVERY UNIT BY-M-2 OAT-OUTSIDE AIR TEMPERATURE NTD-NEUTRAL TEMPERATURE DELIVERY UNIT P-PUMP CV-M%V-2 PRV-PRESSURE REDUCING VALVE MC-2 BEDROOMS RLFV-TEMPERATURE&PRESSURE RELIEF VALVE RS-ROOM SENSOR TMV-THERMOSTATIC MIXING VALVE TR-TEMPERATURE,RETURN TS-TEMPERATURE,SUPPLY TW-TOWEL WARMER MIXING ASSEMBLY WH-WATER HEATER IN MECH.ROOM V-VALVE AY WM-WATER METER A a 10 PORT 0 GPM LIF PROJ.NO. 1708E 0 FT ONE BALANCING VALVE AND P-5 PROD.ARCHITECT DE DRAWN BY: iP%C THERMO-ELECTRIC ACTUATOR PER LOOP O MKV-3 O SET ISSUC DATES _ A DATE ISSUE w FLOW '018.10.12 B IO SET d DECOUPLER 7(V-3 2019.03.08PERMIT SET- PRE TRUSTEES BV-M 2019.05.15 PERMIT SET- TRUSTEES REV Y t° J N O CV-MXV-3 MC-3 LOFT U 5 x U w 0 0 REVISIONS NO. DATE DESCRIPTION 1 07-08-2019 REVII 0 U 'm `m O U N O d m w L O z O _ PERMITTING J N O O N 61 U N m HVAC SCHEMATIC w, 0 U Q �o U Q O N td C 1 HVAC SCHEMATIC 6 a a F a Z) u m - c � U 8 7/8/2019 3:35:50 PP � Ln L O r V a N to o LL co O N E Y J WAN 0 o W Q N U �LXO o LLf W r .}.. (n N (Z LL � 0Lo N _ — (+0 �L Z cy) � 0co TZN CM Q N ZO Q N c/) W INPUTS POINTS LIST INPUTS POINT DESCRIPTION DEVICE POE1 :1 DI DI-1 LAN1 EL MP-1/1 DI-1:POE1 DO-1 LAN1 DO-2 LAN2 MP 1/2 DI 1:POE1 MSENSE:2 DI DO-3 LAN3 DO-4 LAN4 NORTHFORK INPUTS OUTPUTS MT-1/1 G TEMP DI-1:LAN1 ZONE BUS:2-DI PS-1/2 TEMP MZ-1/1 EM MHO POINTS LIST RESIDENCE DI-1:LAN1 LAN1 :1-DO TEMP TEMP POINT DESCRIPTION DEVICE LAN2:2-DO EXERCISE ROOM LAN3:3-DO > DI-1 1POE1 LAN4:4-DO LAN5:5-DO BASEMENT GREAT ROOM MP-1/2 LAN6:6-DO INPUTS OUTPUTS PS•1/i POINTS LIST POINT DESCRIPTION DEVICE EDI-1-.POE1 MSENSE:2-DI DI-1:LAW LAW :1-DO DI-1 LAN1 LAN2:2-DO MT-1/2 G6-MGY DI-2 ZONE BUS MSENSE EMP LAN3:3-DO DI-1:LAN1 ZONE BUS:2-DI 5250 VAN STON RD LAN4:4-DO MZ 1/1 MZ 1/2 LAN5:5-DO LOFT LAN6:6-DO mmP MTE� M CUTCHOGUE INPUTS OUTPUTS POINTS LIST , NY, 11935 PS-1/2 POINT DESCRIPTION DEVICE BEDROOM MASTER BATH MASTER BED DI-1 LAN1 DI-1:WAN LAW A-DO DI-2 ZONE BUS MSENSE RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 LAN2:2-DO > MZ-1/2 LAN3:3-DO LAN4:4-DO POINTS LIST LAN5:5-DO DI-1:POE1 ZONE BUS:2-DI LAN6:6-DO POINT DESCRIPTION DEVICE MZ-1/3 MWVM MH-M57 DI-1 POE1 MB-1/1 TEMP TEMP DI-2 ZONE BUS MSENSE MZ-1/3 MECHANICAL SPACE MECHANICAL SPACE LOFT LOFT BED GARAGE BARN MAIN HOUSE POINTS LIST POINT DESCRIPTION DEVICE DI-1 WAN DO-1 LAN1 OUTPUTS DO-2 LAN2 FF� TS OUTPUTS DO-3 LAN3 MB-1/1 DO-1:LAN1 INET CONX POINTS LIST I 1:LAN1 LAN1 :1 DO DI-1:POE1 ZONE BUS:2-DI DO-2:LAN2 POINT DESCRIPTION DEVICE LAN2:2-DO MZ 1l4 DO-3 DI-1 LAN1 :LAN3 LAN3:3-DO DO-4:LAN4 DO-1 LAN1 LAN4:4-DO DO-5:LAN5 DO-2 LAN2 LAN5:5-DO DO-6:LAN6 DO-3 LAN3 LAN6:6-DO POINTS LIST ROUTER-1 PS-1/1 PS 113 MECHANICAL SPACE POINT DESCRIPTION DEVICE DI-1 LAN1 POINTS LIST DO-1 LAN1 POINT DESCRIPTION DEVICE DO-2 LAN2 DI-1 POE1 DO-3 LAN3 POINTS LIST MP-1/1 DO-4 ILAN4 POINT DESCRIPTION DEVICE D0-5 ILAN5 DO-1 LAW DI-1:POE1 MSENSE:2-DI PS-1/3 ROUTER-1 POINTS LIST POINT DESCRIPTION DEVICE MT-1/3 GH.MG, POINTS LIST DI-1 POE1 TEMP PROJECT _ POINT I DESCRIPTION DEVICE DI-2 MSENSE MSENSE MT-1/1 GREAT ROOM DI 1 POE1 MZ-114 POINTS LIST POINTS LIST POINT DESCRIPTION DEVICE POINT DESCRIPTION DEVICE DI-1 POE1 DI-1 POE1 DI-2 MSENSE MSENSE DI 1:POE1 MSENSE:2 DI DI-2 MSENSE MSENSE MT-1/2 MT-1/3 MT-1/4 cw-w-2 TEMP POINTS LIST BEDROOM 1 POINT DESCRIPTION DEVICE DI-1 POE1 DI-2 MSENSE MSENSE MT-1/4 POINTS LIST LIF PROJ.NO. 17086 DI-1:POE1 MSENSE:2-DI POINT DESCRIPTION DEVICE MT-1/5 GHEMS3 DI-1 POE1 PROJ.ARCHITECT DE DRAWN BY: JPS DI-2 MSENSE MSENSE rl MT-1/5 �, BEDROOM 2 POINTS LIST SET 1ssuE DATES co POINT DESCRIPTION DEVICE DATE SSUE U 2 DI-1 POE1 2018.10.12 BID SET 01 DI-2 MSENSE MSENSE 2019.03.08PERMIT SET- PRE TRUSTEES tL MT-1/6 2019.05.15 PERMIT SET- TRUSTEES REV Y DI-1:POE1 MSENSE:2-DI N MB-MBOX MT-1/6 CH-MSa TEMP N r MZ-MZONE s MP-MPAD BEDROOM W MS-MSENSE N MT-MTOUCH PS-POE SWITCH CARRIAGE HOUSE REVISIONS NO. DATE DESCRIPTION m o' a U 'm m U Ul O a` Y LL L t. O Z 0 m u— Y PERMITTING J N O O N y U N m HVAC CONTROLS wt 0 SCHEMATIC Q 0 HVAC CONTROLS SCHEMATIC 0 12"= V-0" U Q L / N L d m a Mbu2b c3 ii C 8 U —j 7/8/2019 3:35:50 PM u L O T u a N Lo J 0 WU) N O o WQN U ccXoo r 171 T F- N 0 LL 4- 0 Lr) m (y) Y — z (y) cz � 0 "' - OAT-1 2 TEMP MC-1 MC-2 MC-3 T Z N m o Maw � FC 1 FC 2 FC 3 FC 4 0 0 0 o Muc2 TR-MC3 ° ATU 2 F -5 F -6 F -7 F •8 Ji� ATU 1 NTD-1 O TSMc, TEMP TEMP O O O n Z T TEMP ��'-/ HP-1 I 1 HP-1/2 -- �wM:3 TR MCI TR-MC2 ti TEMP TEMP TEMP P-2/1 P-2/2 'P-2/3 GFS-1 BV AT02 RV-FC5 CV-FC5 BV-FC6 MKS BV-FC7 CV-FC7 BV-FC8 CV-FC8 muIE L BV-FC7 CY{C, BV-FC2 CV-FC2 BV{C3 CV.FC3 NAM BV.NMI BV-FC1 CV-FCI M%V 1 M%Y-2 M%V3 1 ET-1 BV-MXV-7 BV-M%V-2 BV-MIY-3 P-1/1 q _ — _ w m q MP CY-M%V-, - - — SPC-1W-1/1 SPC-'PW-1/2 SPC-`$W-113 THFAM THERM THERM TR MAN-1 TEMP GARAGE BARN BT-1 MAIN HOUSE CARRIAGE HOUSE NORTHFORK RESIDENCE INPUTS OUTPUTS AERMEC PLANT CONTROL SCOPE MODBUS MODBUS POINTS LIST POINTS LIST AI-1:INLET TEMP DIV VALVE 1 :1-DO POINT DESCRIPTION DEVICE POINT DESCRIPTION DEVICE AI-2:OUTLET TEMP DIV VALVE 2:2-DO AI-1 SYSTEM INLET WATER PROBE TEMPERATURE SENSOR DI-1 SYSTEM ENABLE AI-3:DHW TEMP DIV VALVE 3:3-DO AI-2 SYSTEM OUTLET WATER PROBE TEMPERATURE SENSOR DI-2 HEATING/COOLING CIO 5250 VAN STO N RD AI-4:OAT DIV VALVE 4:4-DO AI-4 OUTDOORAIRTEMP TEMPERATURE SENSOR DO-1 HP PLANT ALARM CUTCHOGUE, NY, 11935 POWER VMF CRP-1 VMF CRP-3 VMF CRP-1 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 ,OUTPUTS INPUTS HP-1 HP-2 VMF CRP-1 VMF CRP-3 MULTCNTRL-1 MODBUS MODBUS DO-1:PLANT ALARM SYS ENABLE:1-DI POWER HTG/CLG C/O:2-DI NET NET NET NET NET VMF CRP-3 MODBUS NETWORK CONNECTIONS MESSANA SYSTEM CONTROL SCOPE POINTS LIST POINT DESCRIPTION DEVICE AI-4 BUFFER WTRI TEMP BT TEMP SENSOR DI-1 ATU BUS ATU BUS INPUTS OUTPUTS DI-3 ALARM INPUT DI-1:ATU BUS LAN 1 AO-3 PROG AID 1 MOTOR CONTROLLER DI-2:ZONE BUS LAN 2 AO-4 PROG AO 2 MOTOR CONTROLLER AI-1:CEILING SWT MIX VALVE 1 :1-AO DO-1 AERMEC ENABLE AI-2:RWT MIX VALVE 2:2-AO DO-2 AERMEC C/O AI-3:FLOOR SWT PROG AO 1 :3-AO DO-3 PROG DO DRY 1 BT BACKUP HEATER AI-4:BUFFER WT PROG AO 2:4-AO DO-4 PROG DO DRY 2 VALVE OPERATOR AI-5:DHW TEMP DO-5 IPROGDODRY3 VALVE OPERATOR AI-6:DHW RWT AMEC ENABLE:1-DO > MBOX-1 AMEC C/O:2-DO DI-3:ALARM IN PDO DRY 1 :3-DO DI-4:PROG DI 02 PDO DRY 2:4-DO - POINTS LIST DI-5:PROG DI 03 PDO DRY 3:5-DO POINT DESCRIPTION DEVICE DI-6:PROG DI 04 PDO DRY 4:6-DO DI-7:PROG DI 05 PDO WET 1 :7-DO AI-1 SUPPLY WATER TEMP 1 TEMPERATURE SENSOR DI-8:PROG DI 06 PDO WET 2:8-DO AI-2 RETURN WATER TEMP 1 TEMPERATURE SENSOR DI-9:PROG DI 07 POWER AO-1 MIXING VALVE 1 VALVE OPERATOR DI-10:PROG DI 08 AO-2 PROGRAMMABLE A01 MOTOR CONTROLLER DI.11:PROG DI 09 DO 1 ZONE VALVE 1 VALVE OPERATOR DI-12:PROG DI 10 DO-8 I ZONE VALVE 8/CIRC PUMP VALVE OPERATOR,REMOTE RELAY DI-1 3:PROG DI 11 MZONE-1 MBOX-1 POINTS LIST POINT DESCRIPTION DEVICE AI-1 SUPPLY WATER TEMP 1 TEMPERATURE SENSOR AI-2 RETURN WATER TEMP 1 TEMPERATURE SENSOR AO-1 MIXING VALVE 1 VALVE OPERATOR DO-1 ZONE VALVE 1 ZONE VALVE DO-2 ZONE VALVE 2 ZONE VALVE ATU-AIR TREATMENT UNIT DO-3 ZONE VALVE 3 ZONE VALVE AV-AIR VALVE DO-8 ZONE VALVE 8/CIRC PUMP REMOTE RELAY,VALVE OPERATOR BT-BUFFER TANK MZONE-2 LIF PROJ.NO. 17086 DV-DIVERTER VALVE DWS-DOMESTIC WATER SUPPLY ET-EXPANSION TANK FC-FAN COIL PROJ.ARCHITECT DRAWN BY: P POINTS LIST r- POINT DESCRIPTION DEVICE FD-FLOOR DRAIN INPUTS OUTPUTS INPUTS OUTPUTS GFS-GLYCOL FEEDER SYSTEM INPUTS OUTPUTS INPUTS OUTPUTS AI-1 SUPPLY WATER TEMP 1 TEMPERATURE SENSOR SET ISSUE DATES a i HP-HEAT PUMP DI 1:ZONE BUS LAN 2 DI 1:ZONE BUS LAN 2 DI 1:ZONE BUS LAN 2 DI 1:ZONE BUS LAN 2 AI-2 RETURN WATER TEMP 1 TEMPERATURE SENSOR DATE ISSUE cri HPWH-HEAT PUMP WATER HEATER AC-1 MIXING VALVE 1 VALVE OPERATOR IF-IMPOSED FIXTURES AI-1:SUPPLY WT1 MIX VALVE 1 :1-AO AI-1:SUPPLY WT1 MIX VALVE 1 :1-AO AI-1:SUPPLY WT1 MIX VALVE 1 :1-AO AI-1:SUPPLY WT MIX VALVE:1-AO 2018.10.12 B 1 D SET �' AI-2:RETURN WT1 PROG A01 :2-AO AI-2:RETURN WT1 PROG A01 :2-AO AI-2:RETURN WT1 PROG A01 :2-AO AI-2:RETURN WT PROG AO 1 :2-AO DO 1 ZONE VALVE 1 ZONE VALVE IHCL-IMPOSED HEATING/COOLING LOAD DO-2 ZONEVALVE2 ZONE VALVE 2019.03.08PERMIT SET— PRE TRUSTEES IWH-INDIRECT WATER HEATER PROG A02:3 AO PROG A02:3 AO PROG A02:3 AO PROG AO 2:3 AO DI-2:PROG DI 01 PROG A03:4-AO DI-2:PROG DI 01 PROG A03:4-AO DI-2:PROG DI 01 PROG A03:4-AO DI-2:PROG DI 01 PROG AO 3:4-AO DO 3 ZONE VALVE 3 ZONE VALVE 2019.05.15 PEP,MI T SET— T USTEES REV MC-MANIFOLD CABINET DI 3:PROG DI o2 DI-3:PROG DI 02 DI 3:PROG DI 02 DI-3:PROG DI 02 DO-4 ZONE VALVE 4 ZONE VALVE N MXV-MIXING VALVE DI-4:PROG DI 03 Z VALVE 1 :1-DO DI-4:FROG DI 03 Z VALVE 1 :1-DO DI-4:PROG DI 03 Z VALVE 1 :1-DO DI-4:PROG DI 03 Z VALVE 1 :1-DO DO-8 ZONE VALVE 8l CIRC PUMP REMOTE RELAY,VALVE OPERATOR NTD-NEUTRAL TEMPERATURE DELIVERY UNIT DI-5:PROG DI 04 Z VALVE 2:2-DO DI-5:PROG DI 04 Z VALVE 2:2-DO DI-5:PROG DI 04 Z VALVE 2:2-DO DI-5:PROG DI 04 Z VALVE 2:2-DO MZONE-3 OAT-OUTSIDE AIR TEMPERATURE DI-6:PROG DI 05 Z VALVE 3:3-DO DI-6:PROG DI 05 Z VALVE 3:3-DO > DI 6:PROG DI 05 Z VALVE 3:3-DO DI-6:PROG DI 05 Z VALVE 3:3-DO s NTD-NEUTRAL TEMPERATURE DELIVERY UNIT DI-7:PROG DI 06 Z VALVE 4:4-DO DI-7:PROG DI 06 Z VALVE 4:4-DO DI-7:PROG DI 06 Z VALVE 4:4-DO DI-7:PROG DI 06 Z VALVE 4:4-DO C) P-PUMP DI-8:PROG DI 07 Z VALVE 5:5-DO DI-8:PROG DI 07 Z VALVE 5:5-DO DI-8:PROG DI 07 Z VALVE 5:5-DO DI-8:PROG DI 07 Z VALVE 5:5-DO Lu PRV-PRESSURE REDUCING VALVE DI-9:PROG DI 08 Z VALVE 6:6-DO DI-9:PROG DI 08 Z VALVE 6:6-DO DI-9:PROG DI 08 Z VALVE 6:6-DO DI-9:PROG DI 08 Z VALVE 6:6-DO POINTS LIST RLFV-TEMPERATURE&PRESSURE RELIEF VALVE DI-10:PROG DI 09 Z VALVE 7:7-DO DI-10:PROG DI 09 Z VALVE 7:7-DO DI-10:PROG DI 09 Z VALVE 7:7-DO DI-10:PROG DI 09 Z VALVE 7:7-DO POINT DESCRIPTION DEVICE RS-ROOM SENSOR DI-11:PROG DI 10 ZV08/CIRC:8 DO DI 11:PROG DI 10 ZV08/CIRC:8-DO DI-11:PROG DI 10 ZV08/CIRC:8 DO - DI-11:PROG DI 10 ZV08/CIRC:8-DO AO 1 MIXING VALVE MOTOR CONTROLLER TMV-THERMOSTATIC MIXING VALVE DI-1 2:PROG DI 11 POWER DI-1 2:PROG DI 11 POWER AO 2 PROG ANALOG 1 MOTOR CONTROLLER REVISIONS TR-TEMPERATURE,RETURN DI 12:PROG DI 11 POWER DI 12:PROG DI 11 POWER MZONE 1 MZONE-2 AO-3 PROG ANALOG 2 MOTOR CONTROLLER TS-TEMPERATURi:,SUPPLY MZONE-3 MZONE-4 N10 07 08 2019 DESCRIPTION ION AO 4 PROG ANALOG 3 MOTOR CONTROLLER TW-TOWEL WARMER DO-1 ZONE VALVE 1 VALVE OPERATOR WH-WATER HEATER DO-2 ZONE VALVE 2 VALVE OPERATOR 6 V-VALVE DO-3 ZONE VALVE 3 VALVE OPERATOR WM-WATER METER DO-4 ZONE VALVE 4 VALVE OPERATOR 2 MZONE-4 a I _ t 1 0 z 0 - PERMITTING Y (6 J N O W O N N a HVAC CONTROLS rn C ,C w SCHEMATIC 0 U n Q �o (J a 0 1 HVAC CONTROLS SCHEMATIC a t id t a IL E a, - C � C) U J 7/8/2019 3:35:51 PM GaIJT=D- O'i=Z=770 OMfCo u Lo Lo t O r u N In o co O LL E Y J WAN 0 W Q N v � XO 0 LL cr)_ LL m 0 Lo N _-- J- - - : I ,a w� _ - C 24 _ 0 M n W H-2 H_2 MZC 24 2 1 J - - _ - C 24 O J _ - \ BF DA 1 _ - _ \` 1 v• 1 r g :.i — ' ` _ fdA-1 •�; EH- 50 \� 4- - a Fc1 _-__`--`�_ ",I� �'I_',. .-^•`--"-,_,I� tI \II \\1.� \. \II \\L - IH- 1 1 0\0E 36 7 3 A 24 1EH 1 0 V 502 A24 124 BY-1 IL NI NORTHFORK \ 14°0 \ RESIDENCE 114 P-1 \ \\ 5250 VANSTON RD CUTCHOGUE, NY, 1 1 9 35 A121,0 \ RIPCORD ENGINEERING 1 R _`-- - 1 --' ---- a ."l.."Yw" . »..•_. ;,.• -`--.`,.-..`VI"--"fp \, PO BOX 4175;PO R T L AN D,ME 041 01;207-8 35-4 060 12'O CARRIAGE HOUSE 5GARAGE BARN A— RP-1 3 A 24MC 2 o 7DA L�F PR .NO 17086 C2 PROJ.ARCHITECT DE DRAWN BY:RP_2 ips A 24 SET ISSUE DAT ES YJNW�5��aDomC`o0ano III _I ` " I 0----I� _I -- - -- --- _i 1 RP-1 2 _ K - - I I II \ \ DATE - ISSU E W ILL! 2018.10 1 ' BID S F T 24 - PR E TRUSTEES TEE S2019.03.05PER 1T SET A2 05 15JER�1T SET_ TRUSTEES REV wl ui o Q I\ REVISIONS 36 ca Z NO. DATE DESCRIPTION FI] P_ 1 o MMZ P-z 23 ILL o PERMITTING cli 9TU ATIU OilHVAC ISOMETRIC MAIN HOUSE 1 MAIN HOUSE 2 MAIN HOUSE 32 3 0 LJ V Q N L d a� a � 11 • C U N 0J 7/8/2019 3:36:01 PM PLUMBING SYMBOLS PLUMBING PIPING SYMBOLS PLUMBING ABBREVIATIONS PLUMBING ABBREVIATIONS PLUMBING SYSTEM DESCRIPTION v 1. FIXTURES O r -Dcw Dcw Dcw DOMESTIC COLD WATER, COLD WATER TERM ABBREVIATION TERM ABBREVIATION a. TO BE SELECTED BY THE ARCHITECT. DESIGN REFLECTS TYPICAL WATER AND DRAIN FIXTURE o N Lo KILOWATT KW TYPE A A KILOWATT HOUR KWH UNITS. No. ELECTRO-MECHANICAL EQUIPMENT TAG -DWR DWR-DWR- DRINKING WATER RETURN ABOVE FINISHED FLOOR AFF KITCHEN SINK Ks 2. DWV PIPING y ABOVE FINISHED ROOF AFR L L a. PVC/ABS PLASTIC PIPING. -DWS DwsDws- DRINKING WATER SUPPLY ABOVE GRADE AS LAUNDRY TRAY LT W N 0 ABSOLUTE ABS LAVATORY LAV b. INSULATED IN SELECTED LOCATIONS FOR NOISE CONTROL. N (n -DHWR-DHWR-DHWR- DOMESTIC HOW WATER RETURN, HOT WATER RETURN ACID VENT STACK THROUGH ROOF AVTR LEADER L 3. SEWAGE EJECTOR SYSTEM o W Q N U Ref AIR-COMPRESSED A LINEAR FEET LIN FT a. MAIN HOUSE 10� X O-DHW DHw DHw- DOMESTIC HOT WATER, HOT WATER SUPPLY ALTERNATING CURRENT AC LIQUEFIED PETROLEUM GAS LPG i. A DUPLEX PUMP SEWAGE EJECTOR SYSTEM WILL BE LOCATED IN THE MECHANICAL OT_ D<.f AMERICAN GAS ASSOCIATION AGA M M ROOM.THE SYSTEM WILL RECEIVE DISCHARGE FROM THE KITCHEN SINK,THE WASHING ~ LJ *' AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC MANHOLE MHEXTERIOR ELEVATION - sw sw sw - SOFT COLD WATER MACHINE, BASEMENT SINK,AND BASEMENT FLOOR DRAIN. SEWAGE WILL BE PUMPED TO THE (nAMERICAN NATIONAL STANDARDS INSTITUTE ANSI MATERIAL SAFETY AND DATA SHEET MSDS 01 AMERICAN PETROLEUM INSTITUTE API MECHANICAL EQUIPMENT ROOM MER MAIN HOUSE DRAINAGE SYSTEM. LLD D D - DRAIN AMERICAN SOCIETY OF TESTING MATERIALS ASTM MEDICAL AIR MA 4. DOMESTIC WATER PIPING C) cr AMERICAN SOCIETY OF HEATING,REFRIGERATING,AND ASHRAE MEDICAL OXYGEN MO- Iw Iw Iw - DRAIN INDIRECT AIR-CONDITIONING ENGINEERS a. PEX/COPPER. - M MEDICAL VACUUM My PROPANE PIPING 1 AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASME MILES PER HOUR MPH 5. z _ Ref -GW GW GW- DRAIN, GRAY AMERICAN SOCIETY OF PLUMBING ENGINEERS ASPE MILLION GALLONS PER DAY MGD a. COPPER/BLACK IRON. _ N AMERICAN SOCIETY OF SANITARY ENGINEERING ASSE MINIMUM MIN. 6. DOMESTIC HOT WATER 0 cy) V V V - VENT AMPERE AMP N N a. MAIN HOUSE ~ L 1 A101 1 INTERIOR ELEVATION ANGLE VALVE AV NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NEMA F sAN sAN sAN- SANITARY WASTE AREA DRAIN AD NATIONAL FIRE PROTECTION ASSOCIATION NFPA i. AN ELECTRIC RESISTANCE TANK STORAGE WATER HEATER WILL SERVE THE MAIN *- N B B NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY NIST HOUSE. T_ z N BACKFLOW PREVENTER BFP NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NOAA b. GARAGE BARN m Q N Ref - sv SV SV WASTE AND VENT COMBINATION BALL VALVE BV NATIONAL PIPE THREAD NPT 1 BATHTUB BT NATIONAL PLUMBING CODE NPG i. A SMALL ELECTRIC UNDER-SINK WATER HEATER WITH INTEGRATED TANK WILL SERVE O SD SD SD THE GARAGE BARN POWDER ROOM. DRAIN, STORM BRAKE HORSEPOWER BHP NATURAL GAS NG Z T_ BRITISH THERMAL UNIT BTU NOMINAL PIPE SIZE NPS C. CARRIAGE HOUSE - A A A AIR, COMPRESSED BUTTERFLY VALVE BFV NORMAL TEMPERATURE AND PRESSURE NTP i. TWO LOWBOY ELECTRIC RESISTANCE WATER HEATERS WILL BE INSTALLED IN THE ATTIC Q N TYPE C C NORMALLY CLOSED NC No. MECHANICAL EQUIPMENT TAG CANADIAN STANDARDS ASSOCIATION CSA NORMALLY OPEN NO TO SERVE THE (4) BATHROOMS AND KITCHEN. TwR TwR TWR TEMPERED WATER RETURN CAST IRON CI NOT IN CONTRACT NIC 7. SCALD PROTECTION Tws Tws Tws TEMPERED WATER SUPPLY CENTERS FOR DISEASE CONTROL CDC NOT TO SCALE NTS a. MAIN HOUSE-POINT OF PRODUCTION THERMOSTATIC MIXING VALVE SET TO 110 DEGREES CHECK VALVE CV NUMBER NO. FAHRENHEIT. 101 SPACE NUMBER CHEMICAL AND PETROLEUM INDUSTRY CPI 0 0 -VAC-VAC-VAC- VACUUM, AIR CLEANOUT co OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA b. CARRIAGE HOUSE-POINT OF PRODUCTION THERMOSTATIC MIXING VALVE SET TO 110 DEGREES CLEANOUT DECK PLATE CODP ON CENTER Oc FAHRENHEIT. - DE DE DE WATER, DEIONIZED COLD WATER CW ORIGINAL EQUIPMENT MANUFACTURER OEM C. GARAGE BARN-POINT OF USE THERMOSTATIC MIXING VALVE SET TO 110 DEGREES GENERAL PLUMBING SYMBOLS COMPRESSED AIR CA OUNCE oz FAHRENHEIT. -DW DW DW- WATER, DISTILLED COMPRESSED GAS ASSOCIATION 8. DOMESTIC HOT WATER RECIRCULATION IGA CUBC FEET cGA OXYGEN O D DIAMETER O --� DIRECTION OF PIPE PITCH (DOWN) CUBIC FEET PER MINUTE CFM P P a. MAIN HOUSE-DOMESTIC HOT WATER RECIRCULATION WILL BE PROVIDED BY A LOW WATTAGE PLUMBING VALVE SYMBOLS CUBIC FEET PER SECOND CFS PARTS PER MILLION PPM RECIRCULATION PUMP WITH ONBOARD CONTROLLER AND LOGIC. CURRENT GOOD MANUFACTURING PRACTICE cGMP PIPING AND INSTRUMENTATION DIAGRAM P&ID 9. INSULATION DIRECTION OF FLOW D D PLUG VALVE Pv DEGREE DEG. PLUMBING SERVICE BOX PSB a. ALL HOT-AND COLD-WATER PIPING WILL BE INSULATED WITH ELASTOMERIC INSULATION FOR ANCHOR GATE VALVE DEGREES CELCIUS DEG.C POST INDICATOR VALVE PIV ENERGY CONSERVATION AND CONDENSATION PROTECTION. DEGREES FAHRENHEIT DEG.F POUNDS LB 10. CONTROLS DEGREES KELVIN DEG.K POUNDS PER CUBIC FOOT LB/FT'3 r a. HOT WATER RECIRCULATION C REDUCER OR INCREASER ,� GLOBE VALVE DEPARTMENT OF TRANSPORTATION DOT POUNDS PER SQUARE FOOT LB/FT'2 DEUTCHES INSTITUTE FOR NORMUNG DIN POUNDS PER SQUARE INCH PSI i. RECIRCULATION PUMP WITH ONBOARD CONTROLLER AND LOGIC SENSES SUPPLY AND ECCENTRIC REDUCER V_1�L DIAMETER DIA. POUNDS PER SQUARE INCH,ABSOLUTE PSIA RETURN TEMPERATURE TO DETERMINE FLOW AND RUN TIME REQUIREMENTS. GATE VALVE WITH HOSE ADAPTER 3 DIAMETER,INSIDE ID POUNDS PER SQUARE INCH,GAUGE PSIG b. SEWAGE EJECTOR SYSTEM DIAMETER,OUTSIDE OD PRESSURE REDUCING VALVE PRV i. SYSTEM INCLUDES A CONTROL PANEL WITH ASSOCIATED PREPROGRAMMED SYSTEM TOP CONNECTION,45°OR 90° DIMENSIONAL,NOMINAL(SIZE IN METRIC) DN PRESSURE RELIEF VALVE PV CHECK VALVE DIRECT CURRENT DC R R CONTROLLER.THE CONTROLLER WILL BE LOCATED IN THE MECHANICAL ROOM. DISTILLED WATER DW RANKINE DEG.R BOTTOM CONNECTION,45°OR 90° DOMESTIC WATER-COLD DCW REDUCED PRESSURE ZONE RPZ ANGLE GLOBE VALVE DOUBLE CHECK VALVE DCV RELATIVE HUMIDITY RH DOUBLE DETECTOR CHECK DDC REVOLUTIONS PER MINUTE RPM SIDE CONNECTION DOWN DN REVOLUTIONS PER SECOND RPS f DRAIN D ROOF DRAIN RD NORTHFORK BUTTERFLY VALVE DRAIN-INDIRECT IW ROOT MEAN SQUARE RMS CAPPED OUTLET DRAIN-STORM SD S S BALL VALVE DRAINAGE FIXTURE UNIT DFU SANITARY FIXUTRE UNITS SFU RISE OR DROP IN PIPE DRAINAGE INLET DI SANITARY WASTE SAN DRAWING DWG SERVICE SINK SS PLUMBING GENERAL NOTES RESIDENCE {I; UNION Q DRINKING FOUNTAIN DF SHOWER SH MODULATING CONTROL VALVE DROP MANHOLE DMH slLcocK sc 1. GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH PLUMBING DRAWING OF THIS SET. SEE EACH E E SOIL S DRAWING FOR SPECIFIC NOTES APPLICABLE TO THAT DRAWING. PIPE UP ELEVATION ELEV. SPECIFIC GRAVITY SG 2, DESIGN IN ACCORDANCE WITH NEW YORK STATE UNIFORM AND ENERGY CODES. TWO POSITION CONTROL VALVE F F SQUARE FEET SQ FATS,OILS AND GREASE FOG STANDARD STD 2.1 2015 INTERNATIONAL RESIDENTIAL CODE. C PIPE DOWN FEET FT STANDARD DIMENSIONAL RATIO SDR FEET PER MINUTE FPM STEAM WORKING PRESSURE SWP 2.2 2015 INTERNATIONAL FIRE CODE. THREE-WAY MODULATING CONTROL VALVE FEET PER SECOND FPS SYSTEME INTERNATIONAL D'UNITES SI 2.3 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE. FIXTURE UNIT Fu 2.4 2017 UNIFORM CODE SUPPLEMENT. POINT IS CONNECTION BETWEEN NEW T T 5250 VANSTON RD AND EXISTING WORK FOOT HEAD FT.HD. TEMPERATURE AND PRESSURE RELIEF VALVE TPRV FOOT OR FEET FT TEMPERED WATER Tw 2.5 2015 INTERNATIONAL ENERGY CONSERVATION CODE. FOOT-POUND FT-LB TESTABLE DOUBLE DETECTOR CHECK TDDC 2.6 2013 ASHRAE 90.1. ----► LIMIT OF(DEMOLITION THREE-WAY TWO POSITION CONTROL VALVE GALLONS GAL THERMOSTATIC MIXING VALVE TMV 2.7 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. CUTCH OGU E, NY, 11935 GALLONS PER DAY GPD THOUSAND CUBIC FEET MCF INVERTED BUCKET TRAP SET INCLUDING GALLONS PER HOUR GPH THOUSAND POUNDS KIP 3. OVERHEAD PIPING IN SPACES WITHOUT HUNG CEILINGS SHALL BE RUN AS CLOSE TO THE ROOF DECK AS nl GALLONS PER MINUTE GPM TOP ELEVATION TE PRACTICABLE,AS CLOSE TO PARALLEL JOISTS AS POSSIBLE AND ABOVE LIGHTING FIXTURES. PIPING ACCESSORIES GALLONS PER YEAR GPY TYPICAL TYP 4. ARRANGE PIPING PARTICULARLY ABOVE CEILINGS ARE REQUIRED TO CLEAR STRUCTURE DUCTS RIPCORD ENGINEERING PRESSURE REGULATING VALVE GOOD MANUFACTURING PRACTICE GMP U U ' PO BOX 4175;PORTLAND,ME 04101;207-835-4060 GRAYWATER GW ULTRAVIOLET UV CONDUIT, ETC.ALLOWING SPACE FOR PIPE HANGERS, EXPANSION LOOPS,AND ACCESS TO VAVLES AND FLOAT&THERMOSTATIC TRAP SET INCLUDING H H UNIFORM PLUMBING CODE UPC EQUIPMENT. HANDS-OFF AUTOMATIC HOA URINAL UR PIPING ACCESSORIES -� � AUTOMATIC FLOW CONTROL VALVE HEAD HD V v 5. THE DIAMETER OF THE SUPPLY PIPE TO GAS POWERED EQUIPMENT SHALL NOT BE SMALLER THAN THE HEATER HTR VACUUM BREAKER VB INLET CONNECTION TO THE EQUIPMENT. }-} STRAINER HEATING,VENTILATING AND AIR-CONDITIONING HVAC VACUUM,VACUUM-AIR VAc PRESSURE RELIEF VALVE HERTZ HZ VENT v 6. COORDINATE LOCATION AND INSTALLATION OF EQUIPMENT WITH OTHER TRADES. y THERMOMETER HOSE HP VENT THROUGH ROOF VTR 7. VALVES AND SPECIALTIES SHALL BE LINE SIZE, EXCEPT FOR CONTROL AND BALANCING VALVES, UNLESS HOSE BIBB HB VOLATILE ORGANIC COMPOUND VOC NOTED OTHERWISE. HOT WATER HW W W 8. EXTEND DRAIN LINES TO NEAREST FLOOR DRAIN OR AS INDICATED. ROUTING SHALL NOT INTERFERE WITH r PRESSURE GAGE HOT WATER RETURN I.WR WALL HYDRANT WH MANUAL AIR VENT I I WASTE w PASSAGEWAYS AND MAINTENANCE. -7XL INCH-POUNDS IP WASTE&VENT COMBINATION SV 9. FOR PIPE SIZES NOT INDICATED ON PLANS, SEE EQUIPMENT CONNECTION DETAILS, FLOW DIAGRAMS, RISER FLOW ELEMENT INCHES PER HOUR IN./HR WATER-DISTILLED ED DW NCHES DIAGRAMS,AND SCHEDULES. TEST PLUG PRESSURE/TEMPERATURE INDUSTRIAL RISK INSURERS IRI WATER-DRINKING RETURN DWR 10. PROVIDE UNION OR FLANGED CONNECTIONS AT EACH PIECE OF EQUIPMENT AND ON BOTH SIDE OF COS- CLEAN OUT ( ) INSIDE DIAMETER ID WATER-DRINKING SUPPLY DWS CONTROL VAVLES AND PRESSURE REGULATING VALVES. PROVIDE SHUT-OFF VALVE ON BOTH SIDE OF INSTRUMENT AIR IA WATER-SOFT COLD SW AUTOMATIC VALVES. INTERNATIONAL ASSOCIATION OF PLUMBING AND IAPMO WATER-TEMPERED RETURN TWR }-C HOSE BIB n T MECHANICAL OFFICIALS WATER-TEMPERED SUPPLY Tws 11. RELIEF DRAIN PIPING SHALL BE EXTENDED TO 6"ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. AUTOMATIC AIR VENT INTERNATIONAL CODE COUNCIL ICC WATER CLOSET We Av INTERNATIONAL PLUMBING CODE [PC 12. FLOOR MOUNTED EQUIPMENT IN THE MECHANICAL ROOM SHALL BE LOCATED ON 6"THICK CONCRETE PADS INVERT ELEVATION IE WATER FIXTURE UNITS WFu WATER WORKING PRESSURE WWP WITH ROUNDED EDGES UNLESS NOTED OTHERWISE. IRON BODY BRONZE MOUNTED IBBM WATER,OIL AND GAS WOG 13. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THE SPECIFICATION.ADDITIONAL SUPPORTS OR IRON PIPE SIZE IPS K K YARD HYDRANT YH HANGERS SHALL BE ADJACENT TO ELBOWS TO PREVENT THE SUPPORT OF PIPING BY EQUIPMENT. z z 14, CORRECT SETTING ON BALANCING FITTINGS SHALL BE PERMANENTLY MARKED. ZONE CONTROL VALVE ZCV 15. LOCATE AND SIZE CONCRETE PADS FOR EQUIPMENT IN ACCORDANCE WITH ACTUAL EQUIPMENT PURCHASED. 16. MAKE PROPER CONNECTIONS TO ALL FIXTURES AND EQUIPMENT EVEN THOUGH ALL BRANCHES, ELBOWS AND CONNECTIONS ARE NOT SHOWN. 17. COORDINATE WITH ARCHITECTURAL WORKING DRAWINGS BEFORE ROUGH-IN OF PLUMBING FIXTURES. 18. UNLESS OTHERWISE NOTED, PIPING SHALL BE RUN AS HIGH AS POSSIBLE, CONCEALED ABOVE CEILINGS, IN WALLS AND PARTITIONS,AND IN PIPE CHASES. 19. SLOPES AND INVERT ELEVATIONS SHALL BE ESTABLISHED BEFORE PIPE IS INSTALLED TO ENSURE CLEARANCE FOR PROPER SLOPING. 20. WALL HYDRANTS SHALL BE MOUNTED 24"ABOVE FINISHED GRADE UNLESS OTHERWISE SPECIFIED. 21. COORDINATE WORK WITH OTHER TRADES SO AS NOT TO DISTURB NEW OR REPAIRED FINISHES. 22. SLOPES AND INVERT ELEVATIONS OF EXTERIOR SEWERS, MANHOLES, ETC. SHALL BE ESTABLISHED AND VERIFIED BY THE CONTRACTOR BEFORE PIPE IS INSTALLED TO ENSURE CLEARNANCE FOR PROPER SLOPING. LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: ips 0 0 .01 0 N SET ISSUE DATES xlDATE ISSUE U w 2018.10.12 BID SET 01 2019.03.08PERMIT SET- PRE TRUSTEES ?019.05.15 PERMIT SET- TRUSTEES REV Y t0 J N O N L U 5 x U w m a 0 REVISIONS NO. DATE DESCRIPTION 0 Q U 'm m U 01 O a 0 LL t r O Z 0 m LL Y PERMITTING J N O W E6 O N N U N PLUMBING LEGEND C W al 0 Q PLUMBING DRAWING SCHEDULE cc 8 DRAWING NO. DRAWING NAME a P101A PLUMBING FLOOR PLAN a P101B PLUMBING FLOOR PLAN 0 P101C PLUMBING FLOOR PLAN r P103 PLUMBING ROOF PLAN LL P601 PLUMBING SCHEDULES L) U d ro P901 PLUMBING ISOMETRIC v � 7/8/2019 3:36:02 PM �a�a�o-•oov��v� aa�e s KEYNOTE LEGEND- PLUMBING Lo In UKEY NOTE t r Lo P1 INCLUDES TRAP PRIMER. a N co 0) P2 DRAIN TO DAYLIGHT. (� d P3 VENT VIA AIR ADMITTANCE VALVE. WAN O 0 o WQN U J °CXco LLI— WT +., (n H N (z LL 4- 0 Lo N — (+') 1 W — zcy, � � 0 (y) _ OSH-1," - ' - W - -3 LV-2 WC-1 SH-3 LV-2 WC-1 SH-3 LV2 C1 SH r i 11—I)CW DCW P3 m ���� �) CQD a K I I CPO ' C) c;. o� L � , DCW PIPING TO METE PIT JW L -2 a _ P3 P3 SEE CIVIL DRAWINGS.R ". a . ` `., nDHW `1 DSDHW C V I -- y x �—A-DHW . T �V DCW _ I--- --- p (� ( I 1 FD 1 I DCW V , - W -- - _—--_� 2 El p 1 H2 1- 1 : M602A ET-1 � I ' NORTHFORK RESIDENCE - - U ----- G7 I 1 5250 VANSTON RD BUILDING SEWER.SEE CIVIL DRAWINGS. CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 CARRIAGE H(DUSE MAIN PLUMBING PLAN CARRIAGE HOUSE ATTIC PLUMBING PLAN 2 3/16"= V-0" --- 3J16"= 1'-0" LIF PROJ.NO. 17086 j IB,1 DCW DC�JJ PROJ.ARCHITECT DE DRAWN BY: ips DCW I_ DCW s DCW DHW R DkC�M1J `° - - -- - -- - - -- -- ----- - --- - - ` - -._ �.;.� W SET ISSUE DATES D T DHW k DATE ISSUE DHINR I 2018.10.12 BID SET Y DHW- /! 2019.0�.08PERMIT SET- PRE TRUSTEES LL I%-DCW 'I',-DCW L-_-T- - '019.05.15PEPMIT SET- TRUSIECS REV Ds- 9 DH1N ^' DCW :JY ----DHW L. = � _ ( 3"o S U S [p3] DHW - �' DCW I LV-1 I REVISIONS N m Co NO. DATE DESCRIPTION o DHW 0 o _ a` Y O L r O Z 0 m 76 J PERMITTING N O O N N �J N m PLUMBING FLOOR -o 1 PLAN `o U Q Q r0p U Q O f/I R -M-A I kv, 1-10 U b u 41 0 41 121 a u 0 p 1 SCALE: M FL " — - U 7/8/2019 3:36:14 PM V ti ,,^^ Lo Y/ z O T V < N Lo w co 0) ~ � E ~ WAN O N © W Q N U � x 0 H W *- (n LL �— ® O Ln am (+0 1 — Zcr) � 0co rZN C,) QN � ZO T Q N IZ VENT IN THIS VICINITY U I VENT THROUGH ROOF IN THIS VICINITY NORTHFORK RESIDENCE 5250 VANSTON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 3 ) CARRIAGE HOUSE ROOF PLUMBING PLAN GARAGE BAR[\l ROOF K I l—[% 3116"= 1'-0" LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: ips O r- 0 b Nm� SET ISSUE DATES =i DATE ISSUE w /--- --VENT THROUGH ROOF IN THIS VICINITY 2014.10.12 BID SET o 2019.0-3.08PERVIT SET- PRE TRUSTEES ig Y 2019.05.15 PERMIT SET- TRUST ES REV o ao 'm t 2 am U W N m 0 0 REVISIONS ca NO. DATE DESCRIPTION 0 Q U m U N O a` �I 0 W L r O Z 0 m W PERMITTING Y J N O O N N U N PLUMBING ROOF W, PLAN U t1 C7 777— Do O O. O N C a I 4 .. Admkk ---- ----------- — - --- --- 3/16" 1 0" ,.. . 1 0 41 81 12' Pi � tL SOLE: 3/16" = 1' - 0" C � N U J 7/8/2019 3:36:17 PM u 1^ Lo uJ DRAIN WASTE VENT BASIS OF DESIGN - DEVELOPMENT SEWAGE EJECTOR PUMP SCHEDULE u :E O r a N to TAG DESCRIPTION HWFU CWFU WFU DFU COUNT NOTES MECHANICAL DATA ELECTRICAL DATA v co 0) BT-1 BATHTUB 1.00 1.00 1 2 1 APPARENT - BT-2 BATHTUB 1.00 1.00 1 2 1 TAG MANUFACTURER MODEL DESCRIPTION PUMP HP FLOW HEAD VOLTAGE PHASE FREQUENCY LOAD FLA LRA NOTES ~ E SEP-1 LIBERTY PUMPS P682XLE41 P680 SERIES SEWAGE EJECTOR SYSTEM 0.40 hp 60.0 GPM 15 ftH2O 115 V 1 60 Hz 1380 VA 12 A 23 A 1 Q o CL-1 WATER COOLER 0.00 0.25 0 1 1 W (n N O FD-1 FLOOR DRAIN, EMERGENCY 0.00 0.00 0 0 3 o W Q N U HY 1 WALL HYDRANT 0.00 7.50 8 0 3 WATER HEATER SCHEDULE Imo-- x O O IB-1 ICE MAKER BOX 0.00 0.50 1 0 2 STORAGE ELECTRICAL DATA W KS-1 KITCHEN SINK 2.10 2.10 3 4 2 TAG MANUFACTURER MODEL DESCRIPTION CAPACITY VOLTAGE PHASE FREQUENCY WATTAGE COUNT NOTES U) f-- N LS-1 LAUNDRY SINK 1.05 1.05 1 2 1 WH-1 BRADFORD WHITE RE350S6 ELECTRIC RESISTANCE TANK WATER HEATER 50.0 gal 240 V 1 60 Hz 4500 W 1 C) LV-1 LAVATORY 2.10 2.10 3 4 4 WH-2 RHEEM ELDS40 SHORT TANK WATER HEATER 38.0 gal 240 V 1 60 Hz 4500 W 2 0 I) N LV-2 LAVATORY 2.10 2.10 3 4 4 WH-3 STIEBEL ELTRON SHC 2.5 MINI-TANK ELECTRIC WATER HEATER 12.5 gal 120 V 1 60 Hz 1300 W 1 - M -Y LV-3 LAVATORY IN SETS 0.53 10.53 1 12 1 = z C+0 CZ OSH-1 OUTDOOR SHOWER 2.00 2.00 3 4 2 EXPANSION TANK SCHEDULE-DOMESTIC 0 m - SH-1 SHOWER 1.00 1.00 1 2 1 MAX ACCEPTANCE I-- r'.� SH-2 SHOWER 1.00 1.00 1 2 1 TAG MANUFACTURER MODEL DESCRIPTION CAPACITY VOLUME PRECHARGE COUNT NOTES T Z N �y SH-3 SHOWER 3.00 3.00 4 6 3 ET-1 AMTROL ST-8 DOMESTIC EXPANSION TANK 3.2 gal 1.9 gal 50 psi 2 ® Q N WB-1 WASHER BOX 2.00 2.00 3 4 2 co WC-1 WATER CLOSET, 1.6 GPF GRAVITY TANK 0.00 17.60 18 24 8 SPECIALTY VALVE SCHEDULE z O WC-2 WATER CLOSET, 1.6 GPF GRAVITY TANK,WALL MOUNT 0.00 2.50 3 3 1 TOTAL 18.88 47.23 54 66 41 TAG MANUFACTURER MODEL DESCRIPTION COUNT NOTES Q N AAV-1 SIOUX CHIEF TURBOVENT AIR ADMITTANCE VALVE 14 DRAIN WASTE VENT BASIS OF DESIGN- MAIN HOUSE TMV-1 CALEFFI Z521 ADJUSTABLE THERMOSTATIC MIXING VALVE 13 TAG DESCRIPTION HWFU CWFU WFU DFU COUNT NOTES FIXTURE SCHEDULE BT-1 BATHTUB 1.00 1.00 1.40 2 1 TAG DESCRIPTION COUNT NOTES BT-2 BATHTUB 1.00 1.00 1.40 2 1 BT-1 BATHTUB 1 FD-1 FLOOR DRAIN, EMERGENCY 0.00 0.00 0.00 0 1 BT-2 BATHTUB 1 HY-1 WALL HYDRANT 0.00 12.50 2.50 10 1 1 CL-1 WATER COOLER 1 113-1 ICE MAKER BOX 0.00 0.25 0.25 0 1 FD-1 FLOOR DRAIN, EMERGENCY 3 KS-1 KITCHEN SINK 1.05 1.05 1.40 2 1 HY-1 WALL HYDRANT 3 LV-1 LAVATORY 1.58 1.58 2.10 3 3 IB-1 ICE MAKER BOX 2 LV-3 LAVATORY IN SETS 0.53 0.53 0.70 2 1 KS-1 KITCHEN SINK 2 OSH-1 OUTDOOR SHOWER 1.00 1.00 1.40 2 1 LS-1 LAUNDRY SINK 1 SH-1 SHOWER 1.00 1.00 1.40 2 1 LV-1 LAVATORY 4 SH-2 SHOWER 1.00 1.00 1.40 2 1 LV-2 LAVATORY 4 WB-1 WASHER BOX 1.00 1.00 1.40 2 1 LV-3 LAVATORY IN SETS 1 WC-1 WATER CLOSET, 1.6 GPF GRAVITY TANK 0.00 6.60 6.60 9 3 OSH-1 OUTDOOR SHOWER 2 WC-2 WATER CLOSET, 1.6 GPF GRAVITY TANK,WALL MOUNT 0.00 2.50 2.50 3 1 SH-1 SHOWER 1 TOTAL 9.15 21.00 24.45 31 18 SH-2 SHOWER 1 SH-3 SHOWER 3 WB-1 WASHER BOX 2 NORTHFORK DRAIN WASTE VENT BASIS OF DESIGN -CARRIAGE HOUSE WC-1 WATER CLOSET, 1.6 GPF GRAVITY TANK 8 WC-2 WATER CLOSET, 1.6 GPF GRAVITY TANK, 1 TAG DESCRIPTION HWFU CWFU WFU DFU COUNT NOTES WALL MOUNT I I RESIDENCE FD-1 FLOOR DRAIN, EMERGENCY 0.00 0.00 0.00 0 1 GRAND TOTAL 41 HY-1 WALL HYDRANT 0.00 2.50 2.50 0 1 IB-1 ICE MAKER BOX 0.00 0.25 0.25 0 1 PLUMBING NOTES KS-1 KITCHEN SINK 1.05 1.05 1.40 2 i LV-2 LAVATORY 2.10 2.10 2.80 4 4 1 INCLUDES OPTIONAL 8"EXTENSION. OSH-1 OUTDOOR SHOWER 1.00 1.00 1.40 2 1 SH-3 SHOWER 3.00 3.00 4.20 6 3 WB-1 WASHER BOX 1.00 1.00 1.40 2 1 WC-1 WATER CLOSET, 1.6 GPF GRAVITY TANK 0.00 8.80 8.80 12 4 5250 VAN STON RD TOTAL 8.15 19.70 22.75 28 17 DRAIN WASTE VENT BASIS OF DESIGN-GARAGE BARN CUTCHOGUE, NY, 11935 TAG DESCRIPTION HWFU CWFU WFU DFU COUNT NOTES RIPCORD ENGINEERING CL-1 WATER COOLER 0.00 0.25 0.25 1 1 PO BOX 4175;PORTLAND,ME 04101;207-835-4060 FD-1 FLOOR DRAIN, EMERGENCY 0.00 0.00 0.00 0 1 HY-1 WALL HYDRANT 0.00 2.50 2.50 0 1 LV-1 LAVATORY 0.53 0.53 0.70 1 1 WC-1 WATER CLOSET, 1.6 GPF GRAVITY TANK 0.00 2.20 2.20 3 1 TOTAL 0.53 5.48 5.65 5 5 LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: BPS 0 P_ 0 m 0 N col - SET ISSUE DATES °CI DA IE ISSUE 2 w 2018.10.12 BID SET o ''019.03.08PERMIT SET- PRE TRUSTEES io U- 2019.05.15 PERMIT SET- TRUSTEES REV Y N J N O N U U w 'w d a 0 2 REVISIONS N f6 NO. DATE DESCRIPTION m 0 U m m U N O a` cod Y O LL L O Z 0 m PERMITTING LL Y J N O O N N U N PLUMBING W, SCHEDULES 0 U a 2 cg a 0 m c a `o U r F=% 6 1 D_ L / N L a � m a LL N lL C ca N U � 7/8/2019 3:36:19 PM ta�a�o--oo-���v® or��• O L T U a N Lo o O O WAN O © W Q N U ocXOo I—' WTa —. U) N cz LL "— > 0 Ln a) m _ cy) Ne N F- 31 p TZN Q N T— \ `� 0 V H-2 1 2 2 \ j MZ KS=1 a P IB-1 C-1 H-3 LV-2 LV- HY-1 I . •I \ �� � ' 3oS LV_ y " �16- -- �: -1 NORTHFORK e s 3"°S RESIDENCE - 'r 5250 VAN STON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING � PO BOX 4175;PORTLAND,ME 04101;207-835-4060 CARRIAGE HOUSE ' )_- -- - .� - ' 4 - > „ DCW 1!2"��µtiti� 112"fl Dt-§WR p, LIF PROJ.NO. 17086 -- 3i4„� j)CVl�„� D4 SW I r LV 1 �- —4SH- PROJ.ARCHITECT DE DRAWN BY: JP$ OS D ti s I - U E DATES N ' T SET ISSUE ¢l > 4 DATE ISSUE 2018.10.1_' BID SET 2019.03.08PE<MI1 SET- PRE TRUSTEES `- —�,�{'. 0 ¢¢ -1019.05.15 PERMIT SET— TRUSTEES REV Y KS-1 m N ` co o DCW --G v > L a � 1 p g (FT-1 ,s W 1 a C�a� 314„ D T \ I G „ D JR � 34" p I I 11 t 1 r E3T-1 3l�e DR�n 2 ! ,,.. �I ,,ah� ._,.w"a�.�--• ... 2"� ---� LV_1 ( �\ 0 ., 5 _WC 1- �I �T-2� REVISIONS t§ N w, -'' NO. DATE DESCRIPTION co - _ ��I3 1 F D 1 N r - Jg ON 1 4- o - n` --t LS-1 i s o , L 2„O B . z 1 2" PERMITTING o P-1 2 1i2"O S cb co s N N U N O C PLUMBING ID WIVi - 1 _ ISOMETRIC vl ' ------------- --------- -- o. �. 8 U Q / .� I _. mww i O ggg Q L .0 f0 L a g m a LL � ro 11 C N U J 7/8/2019 3:36:29 PM In RE a N to o LL E ~ WAN O o W Q N U � Xo0 't — 1� U ~ N O ILL 4- 0 Lo m _ — M Y � 0 (') � ZN MQN Z o Q N JU) a A\ S C T$ Z''� d r�raF Ntitit 12-12-2013 NORTHFORK RESIDENCE 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 STRUCTURAL ENGINEER Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 LIGHTING DESIGNER Byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 DF17 I J cd4 hI -1 - €3B2=--BB2 BB2 IPI DF18 II BB2 - t I , A� - - T � ,oer.g�.-.� -,- --" � "".,�:^'- ,ro•Fes,--*e..a,:,..,�w-_•.�.rrh� - -- - -�' a.,.�,." x -. -.t—.� ,«.,..m. \\ ! L EI HAUST -- - D299 �-EXHAU D I C� D� i o j DF17 '- -! DIP IT cd45 cd - / �, EXHAUST EXHAUST 2019.05.15 LIF PROJ.NO. 17086 0 D / D ;� \ � :/ PROJ.ARCHITECT DE DRAWN BY: Author cd47 i n RIM SET ISSUE DATES Ji -- -t DATE ISSUE I I 2018.10.12 BID SET a t: DF19 2019.01.11 BID REVISIONS _'019.03.08PFRMIT SET- PRE TRUSTEES L 2019.05.15 PERIAIT SET- TRUSTEES -'EV I i t DF20 DF20 DF20 REVISIONS I. II NO. DATE DESCRIPTION I; a If I w-_ --_ --------- -=_-_=== --- ----- j,.--- �;i cd5 d1 I cd4 9 1 c 8 o 0 o UL T DF21 DF21 } DF21� PERMIT SET N 1 C d r i Z w uI ELEC PLAN - E CARRIAGE HOUSE N Y E = LL z CARRIAGE HOUSE - ELECTRICAL PLAN c L SCALE: 1/4" = V-0" o cL 03 s T � a. O ci t to t a d a ILL N C �UU � O 6/14/2019 12:23:57 PM ARcHrrzcrro ONO. V emrCi U LID VJ Q o LID N VTTR LL V/ 00 Q a W N O e WAN U 0� XO O � CN (A W N N 0 ~ W ``- � 0L N - - ( ) = ZM �-- 0 (h r- Z N MQN O Z , Q N � a LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 DF17 ------_____„•_ Byrdwaters DESIGN,Ilc 3939 Black Gold Dr .. - :-- �tee,�:w W ��;..- Dallas,TX 75247 (214)460-2673 0 cd4 y � DF18 BBB-—582 2 =�B - - - -- -- ,t E AUST I I C' D 9 EH U D 9 DF` DF17 ----------------- 0 0 0 cd45 cd46" EXHAU EXHAUST I AT p BATH 1 #' B o o 00 0 0 ad47 cd52 cd48 o GREAT ROOM Y } I I � DF19 ' S 2019.05.15 LIF PROD.NO. 17086 DF20 DF20 DF20 ;$ !� PROD.ARCHITECT DE DRAWN BY: 14UthOf BEDR OM 1 BEDROOM 2 BEDRO M 3 I; SET ISSUE DATES DATE ISSUE 2018.10.12 HID SET -- -a.-._-r—.- m ._.____-----_.__ (cd49 cd51 �I cd18 2019.01.11 HID REVISIONS 2019.03.08PERMIT SET- PRE TRUSTEES _ 4 '�_ � _, �N xg - _4 j'l 2019.05.15PERMIT SET- TRUSTEES REV DF21 DF21 DF21 REVISIONS NO. DATE DESCRIPTION PERMIT SET � LIGHTING PLAN - CARRIAGE HOUSE scA�E. 1/4 -1-0 CARRIAGE HOUSE LIGHTING CONTROL PLANS s a m a LL d J' 03 w 0 m LL c U J