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O��rfFn1 S�FFO1K�oG Town of Southold 11/12/2021 a y� P.O.Box 1179 cm .� 53095 Main Rd Southold,New York 11971 L�{Y� CERTIFICATE OF OCCUPANCY No: 42520 Date: 11/12/2021 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 5250 Vanston Rd., Cuthogue SCTM#: 473889 Sec/Block/Lot: 111.-10-14 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. 44064 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: accessoryag_rage with first floor gym and bathroom and recreation room on second floor(no sleeping or cooking)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. 44064 7/14/2021 PLUMBERS CERTIFICATION DATED 7/7/2021 Ni oullas -71 Vff Arize 0ignature OFtr TOWN OF SOUTHOLD Or g�FFO(aCQ�s1 BUILDING DEPARTMENT TOWN CLERK'S OFFICE � x 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#: 44064 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: construct an accessory garage/barn as applied for per ZBA, SCHD, DEC, and Trustee Approvals. At premises located at: 5250 Vanston Rd., Cuthogue 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 $578.80 CO -ACCESSORY BUILDING $50.00 Total: $628.80 uildin Inspecto pF SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlina-town.southold.ny.us Southold,NY 11971-0959 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#: 44064 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 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 26 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water Elec GFCI Recpt 4 Wall Fixtures 6 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights 3Q' Dryer Recpt Emergency Fixture Time Clocks Disconnect 2 Switches 1 g 6'LED 2 Exit Fixtures Pump Other Equipment: Circulator - 2, Car Charger- 50A, 42 Circuit Panel / 21 Used Notes: Garage w/ Gym on First Floor and Office on Second Floor Inspector Signature: Date: July 14, 2021 S.Devlin-Cert Electrical Compliance Form it pp Town f3a11 � y'=;r�� Annex ' >, ;`` frr� �+ Telephone(631)765-1802 54375 Main Road izi Fax(631)765-9502 P.O.Box 1179 cz� Southold,IVY 11971-0959 BUILDING DEPARTMENT JJ 1 TOWN OF SOii1THO]LD JUL 15 2021 i -.T C E R A I F F L A T L O 1 Y Building Permit No. Owner: -_V -- --- -- --- (Please print) � �4_ / Plumber: / 1 — ------ (Please print) I certify djat the solder used in.the water supply system contains Iess than 2/10 of I% lead. (Plumbers Signature) Sworn to before nie this day of 20 Z I 1 v1. . Notary Public, t'��unlp I SAMANTHA M.NUCCIO Notary Public,State of New York No.01 NU6411607 Qualified in Suffolk County (pJ Commission Expires November 30,201.,q SOUI�°`o TOWN.OF SOUTHOLD BUILDING DEPT. °��couxn ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]. OUNDATION 2ND [ ] INSULATIOWCAULKING [ FRA /STRAPFINAL [ ] FIREPLACE & CHIMNEY f ]°FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/ REMARKS: r� 0 DATE INSPECTOR SOUIyOIo Li LA 0 GH S2,5>0 V A-A J O/ ) # TOWN OF SOUTHOLD BUILDING DEPT. G Q comm `' 765-1802 INSPECTION - - - [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A-CHIMNEY [ j -FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE`RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: . DATER/ 2.6INSPECT0 r o��OF SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. `ycouam��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ? ELECTRICAL (FINAL) [ ] CODE VIOLATION [(] PRE C/O REMARKS: ® u (34 . In �- Al al,- 4 011 C4 J-q!��C q- 7(//z-� 4U' <1 , DATE L ZO Z INSPECTOR g SO(/lyolo QLU # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ]�'IVSULATION/CAULKIN [ ] FRAMING /STRAPPING ["�] FINAL '' [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ' ] FIRE-AESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O(,, REMARKS: v� -AW Ir oil DATE INSPECTOR SOOI9 Li erb- - —- — - -- # TOWN OF SOUTHOLD:BUILDING DEPT. 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) NJU ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: A nea DATE INSPECTOR c�� �Nrafs0ly� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPECTION ' [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: VAA .v 11 im DATE INSPECTOR �qf 50UTyO - * # TOWN OF SOUTHOLD BUILDING. DEPT. °`ycoo�m ' 765-1802 INS-PECp,0N [ ] FOUNDATION 1ST [ ROUGH PL13G. j- ] 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: DATE INSPECTOR uu 2015 IECC Certificate 5250 Vanston Road , Cutchogue 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: 1659cfm 50 Infiltration Volume: 39220 Ductl Within env Duct2 Within Env Duct3 Duct4 Total Duct Leakage 0 HERS Rater Signature: a�"-�-°-�-�^ Thomas Baccarella Rater#: 3587347 New York Building Technology Group Test Date: 02/05/2021 �A% `' N 0 V 1 2021 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. NEW YORK , i� IB.UILDING x T E C H N O L O G Y G'BOUP 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 Blower Door Test Result: 555 Conditioned Volume: 15336 Leakage in ACH50: 2.17 402.4.1.2 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 Technic I 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 lCFM@25 EXCETPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3.2 2020 NYECCC Compliance: PASS Signature of Certified RESNET HERS Rater: HERS CW Provider: Performance Systems Development r_ 124 Brindley Street, Ithaca NY 14850 _... � 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 party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. i 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone:631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com e q 1 A e Fill _ All fi g own Y � � fi •�� X" � f �1"gn 3 r i 5 x ti4f. a �' �•'.r r u� w qtl pP• JI Wil � €2 I k " 4Y+li a ✓ �. � � ��"- �.sa '^ £ ' �a%�:- , ids ,�a ���»r.�o�SL�4� � p 37 �3 3p x a Y 0 Ana % ! "1' ' 10 Ai so l t �wu 51� a b-, S d M 5 � f£ 9� W.q x - a � F = •r f +�`,♦1 i , �.t,. ` � `� '� rot � � f 1. �• G •1' F jr t NP } 1 � � ••' of _ �{ � I„ 7-3 s �.. 2 lot 4S� �+ i i R, � � I � : ; � I � � �� �,. � �� � i •� '� � � �� � ' � � � ti �; I ��� � i � _ �� i � � �� , , � ;I :� � � ,, �a� � , �; j � �, �•# ` i.. I � �� �; ,. ri _ _ __. {; r, __. I I I �� ._ � � � t i' i � � � � r� ' � i . � � � ! Ii � � � � � I � i . � r= _ __. M1. , �. _ F, r ��, P j` .. �(a i i, ;4 � F Bunch, Connie From: Paulette Davis <paulette@hellogreystone.com> Sent: Wednesday, November 10, 2021 1:29 PM To: Bunch, Connie Subject: Vanston barn wall/no Tesla power walls Attachments: IMG-2357jpg; IMG-2359 jpg; IMG-2360 jpg; IMG-2361 jpg Hi Here are photos of the wall . There are no power walls.The intention was to have a power wall however it is impossible to get any types of power walls especially Tesla at this time. The owners are aware that when they do plan on getting these they will need to get a separate permit as well as an underwriter certificate specifically for these ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i FIELD INSPECTION REPORT PATEA ''++ COMMS TS NOWW C FOUNDATION(1ST) ------------------------------------ C FOUNDATION (2ND) r� z O c OKV, H t ROUGH FRAMING& 0 m PLUMBING 1 INSULATION PER N.Y. q STATE ENERGY CODE �7i 're FINAL �v T l It l ADDRIONAL COMMEN I' , &) �v y� Iq - --p 0 Xm -a► �� �0 z r tC q� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST s; BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 Aa Survey A/ Southoldtownny.gov PERMIT NO. !J 6 Check ,' Septic Form N.Y.S.D.E.C. ✓ Trustees C.O.Application Flood Permit �b01 Examined-4r20 S J - q Single&Separate Truss Identification Form Storm-Water Assess Con ct: ntFonn Approved —,2q) Cy` Mail to: Ab ol1�v) Disapproved a/c _r d'i�Y ` - :r �• ;4 j`g°r^`�� Phone: ► t 1'��0�v Expiration 20 5 _(0 Building Inspe for 1�J APPLICATION FOR BUILDING PERMTT Date:February 20,2018 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 Name of owner of premises Vanston Bear LLC If apph t i a co ratij signature of dt 1 awed officer (Name and title of corporate officer) 1 Builders License No. Z 4 - 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 f County Tax Map No. 1000 Section 111 Block 10 Lot 14 Subdivision t 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 Garage b. Intended use and occupancy Garage/Exercise/Loft 3. Nature of work(check which applicable):New Building x Addition Alteration Repair Removal Demolition x Other Work (Description) Demolition of existing 1000sf garage,re placing with 1800sf"barn"that will house a 2 car garage, fitness room, half bath,with barn loft above in attic space-built over slab on grade foundation-half burned into existing hill. 4. Estimated Cost— $600,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floorIf garage,number of cars 2 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 42'-0"Rear 42'-0"Depth 24'-0" Height—12'-0"Number of Stories 1 Dimensions of same structure with alterations or additions:Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 56'-011 Rear 56'0,Depth 24'-o" Height 23'-6"Number of Stories 1.5 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 r40 12.Does proposed construction violate any zoning law,ordinance or regulation?YESx NO 13.Will lot be re-graded?YES X NO 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,11935 Phone No.(631)-848.7730 Name of Architect Lake I Flato Architects Address 3113i11 St,San Antonio,Tx,78205 Phone.No 210.227.3335 Name of Contractor GREYSTONE ADMINISTRATION 48 Fairlawn Drive Address Montauk New York 11954 Phone No. 910.279.0650(JOHN SCIALES) X3T.W4.91bU(PAULL I I E DAMS) 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X NO IF YES,SOU71HOLD 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) y�y COUNTY F 1` / -,*4 being duly sworn,deposes and says that(s)he is the applicant (Name o 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. Swo a me day of 20� Notary Public Signature of Applicant FNATASHA S GOMES dotnry Public,State of New York 1 Reg.No.01 G006205426 Qualified in Suffolk County Cornmisslon Fxpires 6/29120 1,1411t�-Nng.-7 Mr j; fliant-k-f A ow, Vanston Bear ,LLC 5250 Vanston Rd (pt Cutchogue, NY 11935 Paulette Davis Of Greystone Admin LLC y. 7/22/19 Andrew E. Beck {BOARD OF.SOUTH•OLD->TOWN TRUSTEES . SOUTHOLD,'NEW YORK• PERNIIT'1v0.9462J'DATE `t 1VIAY 15,2019 ISSUED`TO:' VANSTON$ 'AiZ` `I;I�'Cw`c%b'`AN11EV�`BECK;1VIE'MBE12 - ., ... ;r! Ii ::•T.J'... •9t+'; � 'J' `•'"• ';9t�,:!t. .. ... . .it!:" iir J;` r^C: .'. ,: J PROPERTY`ADDRESg:O S2"5d'{VXT49TON'IZOAD','C`IJ'i�CHOGTW SCTM# 1000-111-10-14 :f 'Al"%I T 't J. Pursuant:to the provisions of Chapter 275,.o£t�e ."Down Code of the Town of SouthNd and in . _ �`t;t ;i �. , '✓i Ptl 11 •lf?ie:'' = ,.`': FI'•: _,i: t:: ��.... t accofd;a;nce wi the Resolution"of the Bbard f Trustees a opted a�`the meeting'held'on MR'15:2019, and in consideration"'of dpplicatioii'fee iM'tlies lIA bf�2�6-00-�aid''by VgiAbri)§ear`"-ttt!sand'§ugle'di'to''ttie Terms and Conditions as stated in the Resolution, the Southold permits the following: Wetidiidr Permit'fa SdeMnli§h and-reiitiibW eSgtiiigiiigXe'+funilly�dWtili"ng,'d>bd brick patio;aud'cntis#ruct in`'fits'platre'ai neW14:2;159,-sf 2.story,1Mi1fgltPfh)t 11ly�dwellirig with 16' x 21.5' enclosed porch and 6.6' x 49.k conei'ete terrace; d molisli aud: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'varial ile�1tliigh cbSici�ete' seta lie walls; "constrti-et;.a: +12' ir,+74'<-iri-ground swimming pool located partially within Chapter 275 jurisdiction (with•a ISS'5'tat�43:6'�pbol deck located entirely outside Chapter 275 jurisdiction); install 4' high pool enclosure fence partially witlifnoCfiA1iter''V75jbMdi,tW'hi:rbfh-We existinglkefiing::pool•froin,6d16ftluffandlinstall a new innovative/alternative sanitary system (I/A-0WT8)ini16rt<7tlia1Ji 1004eet'from'the'crest of bluff, install a drainage system of leaders, gutters, and drywells; and within Chapter 275 jurisdielioii��'rr:e:;'withn '1lfi{►"fee"t'`of�fthe� tbp tiP'bluff/bank)+; Blear+approximately:9,�74 sf of existing"vegetation, e=gi�a�ie; aitd:'revegetate'fre-grade'e'd urea; nlllas,.&jicted.•on theisite plan pr4are8-by T'he'Rayno Ordap;`P:T:`"& L:S.J PLLC, last(dated iMay 11;7 2019 ando'stamped approved dri may IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to;be,subscribed bya;majorityof-the said Board_as.gf the 151"day;,of---May,20+19. . . V2, :. •o ,.. Glenn Goldsmith, President �QF SO(/lTown Hall Annex A. Nicholas Krupski, Vice President ,`O ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III [ Southold, New York 11971 Michael J. Domino G Telephone(631) 765-1892 Greg WilliamsYO Fax(631) 765-6641 OOU(V BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 183.0C Date: July 6, 2021 THIS CERTIFIES that�the:demolition and removal of existing 2-story, 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 poich-and 6.6'x 493' on-grade concrete terrace; demolish and-remove existing 1-story garage And.constructin its place a+26' x+57' 2-stogygavagediarn on a slab foundation with 4' (and variable) high concrete retainingwalls construct a+12' x+74' in-ground swimmiripool located partially.within Chapter 2 7S jurisdiction(with a.13 5' x 43 5' pooh deck located entirely outside Chapter 275 jurisdiction); install 4'high pool enclosure,fence pamially within Chapter.275 jurisdiction; remove existing leaching pool froFn face of bluff and install a new innovative/alternative sanitary systein(UA CQVVTS)more.than 100 feet`from the crest of'blirff 'install'a drainage system.of leaders gutters;:and drywehs; grid:within. _:_, Chapter 275<turisdiction.(i a within>YUO feet b..tlie top ofbluftLtiankl creat:approximately 9;074•sfof +exisfiri ve`"etation,re= ade,:and.revegetate ba;-_ ded area; , . At`525:0Vaiston.Itoad, Cutchogue Suffolk County Tag,Map#1QU0=:1.11=10-14 Conforms'to the'application for a Trustees.Permit'heretofore.-filed.in this office Dated;January.22;.2019::pursuant to which-Trustees Wetland`Perniit#9462 Dated 1VIay'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- story, single family dwellingand 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 place a+26' x+57'2-storagarage/barn on a slab foundation with 4' (and variable)high concrete retaining walls;construct a+12' x+74' in-ground swimming�6ol locatedpartially 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 (UA OWTS)more than 100 feet from the crest of bluff; install a drainage system of leaders gutters and dawells• 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 -- - -- - Authorized Signature e { RECEIVED Of 7 - FORM NO. 3 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL, DATE: September 20, 2018 AMENDED: October 5,2018 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 accessgZ g_arage/barn construct an accessory in-ground swimming pool and make alterations to an existing "carriage house"at Location of property 5250 Vanston Road,Cutchogue,NY County Tax Map No. 1000—Section 111 Block 10 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed alterations to the existing carriage house are not permitted pursuant to pursuant to Article In, Section 280-123.A,which states, "A nonconforming building containing a nonconforming use shall not be enlarged,or structurally altered or moved, except as set forth below, unless the use of such building is changed to a conforming use." Furthermore the proposed single family dwelling construction is not permitted 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." i The construction notes a setback of 35 feet from the top of bluff, at its closest point. This office of Dis roval as amended to correct an error on October 5 2018 uthorized 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 r. it I BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF S�UTif� 53095 Main Road•P.O.Box 1179 •- O !� 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 PlanamentoCOU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD N�` uti Tel.(631)765-1809 •Fax (631)765-9064 MAA 2 0 2019 •B So thhold Town Clerk FINDINGS,DELI-BERATIONS 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 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 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 LWRP. 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 February 4, 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 #7243, Vanstor,Bear S CTM'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 andthat 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 con cem 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 XXM; 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-38226) 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 1A 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, Vanston Bear SCTMNo. 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 all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board fmds 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 6267-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)( 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, Vanston Bear SCTM'No. 111-10-14 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of 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-B, 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 cif only, and shall not be use s living space (no cooking or sleeping). This space is also J' 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. c$ 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 a possible 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 variance(s) 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 subjectproperty 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 #7243,Vanston�Bear SCTM No. 1"11-10-14 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 /A C,0,( BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 LQgg dMaouthokitawnnv.' lean J1Msou hojdto,Wny,9gv AEELICATI.ON FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: k7A A lq Company. Name; :�+�1 ic.l, C-t''Kt. WC, Name: 2 5 I License No.'..' 'qq 2.5f5' email, ¢,(eCA�1 Address: 1 '-DOpT Phone No.• C(s JOB SITE INFORMATION (All Information Required) Name: 1 NM4)r� 'wiz LA Address: : p ;J E2I1 Cross Street: rr� Phone No.", 13.1dg.Permlt#:. ,-4 qW. o It. email:. Tax Map District: 1,000.... Section: (I -Block.*,. p. Lot: I BRIEF DESCRIPTION OF WORK (Please P 'nt Clearly)-) Now Circle All That Apply: Is job ready for inspection?: YE NO Rough In Final .Do you need a Temp Certificate?: YE � Issued On. Temp Information: (All Information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected- Underground-Overhead #Underground Laterals 1, 2 H Frame Pole Work done on Service? Y N- Add itional.Infof ation: DEC 2 0 2019PAYMENT DUE WITH APPLICATION UL-C Request for Inspec 6 n Forma PERMIT# Address: I � � Switches 1 G I t Outlets G FI's Surface Sconces ` H H's UC Lts r Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer ,AC7ij AH Mini Special: �S�G �(� I �, 60 r Jr," ff! Comments: j -C r� 14 BUILDING DEPARTMENT-Electrical Inspector �,f��, `'i, TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 •- „; ro err southoldtownn ov . seandOsoutholdtownny.c jov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: a l� Company Name: MI) e,uet-Mtc— 14cC . Name: Bea .,;M , :D V-i License No.: 2.5.15- email: Address: [�'P00- ' F--0 Phone No.: Q — { JOB SITE INFORMATION (All Information Required) Name: T30b-0-- LAZI. Address: 5t-r2p prJ v Cross Street: S�AN�� Phone No.: Bldg.Permit#: 4 qD email: Tax Map District:. 1000 Section: I I Block: 10 Lot: i BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE NO Rough In Final i Do you need a Temp Certificate?: YES D Issued On Temp Information: (All Information required) Service Size 1 Ph 3 Ph Size: A ' # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected- Underground -Overhead #Underground Laterals 1, 2 H Frame Pole Work done on Service? Y N A ditional_Information DEC 2 0 2019 PAYMENT DUE WITH APPLICATION Request for Inspection Form,x s ��a I • 11 � 2 RECORDED Number of pages �i 2019 P1�y 22 10:44.,22 AM i JUDITH A. PASCALE CLERK OF This document will be public I Ji ILFOLK D000001i2Y record. Please remove all i P 957 Social Security Numbers prior to recording. ! Deed/Mortgage instrument Deed/Mortgage Tax Stamp f Recording/Filing Stamps 3FEES ' Page/Filing Fee dqqU Mortgage Amt. I • Handling 20, 00 i 1.Basic Tax 1 2. Additional Tax TP-584 I SubTotal Notation I Spec./Assit. or EA-52 17 (County) SubTotal i Spec./Add. EA-5217(State) TOT.MTG.TAX + Dual Town Dual County R.P.T.S.A, oZOo, Held forAppointment Comm.of Ed. 5. 00 I Transfer Tax ° Affidavit Mansion Tax The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 Sub Total 4 I family dwelling only. Other + YES orNO Grand Total i If NO, see appropriate tax clause on page# of this instrument. 4 Dist.1 Q 1000 11100 1000 014000 5 Community Preservation Fund 3875886 Real Property P T ml�lll�'ppConsideration Amount$ 0.00 Tax Service Agency CPF Tax Due $ 0.00 Verification Improved X Satisfactions/Discharges/Releases List Property Owners Mailing Address 6 RCORD&RETURN TO: Vacant Land Martin D. Finnegan; Esq. Twomey, Latham, Shea, Kelley, et al. TD P.O. Box 9398 Riverhead, NY 11901-9398 TD TD Mail to:Judith A. Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead,. NY 11901 Co.Name ' www.suffolkeountyny.gov/clerk ' Title# Suffolk County Recording & Endorsement Page This page forms part of the attached DECLARATION OF COVENANTS made by: (SPECIFYTYPE OF INSTRUMENT) The premises herein is situated in Vanston Bear.LLC,Declarant SUFFOLK COUNTY,NEW YORK. i TO In the TOWN of SOUTHOLD In the VILLAGE Town of Southold or HAMLET of CuCHOGUE BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. i over 1 i i 1 IIIII�11111 IIII 1111 (IIII III IIII 111111111111111 IIIA IIII • 111111111111 11LII 11111111 � SUFFOLK COUNTY CLERK RECORDS OFFICE : RECORDING PAGE , Recorded: 05/22/2019 Type of Instrument: DECLARATION At: 10:44:22 AM Number of Pages : 4 Receipt Number : 19-0098817 LIBER' D00013012 PAGE: 957 District: Section: Block: Lot: 1000 111.00 10.00 014 .000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Handlin $20.00 NO Page/Filing $20.00 NO NYS SRCHG $15.00 NO COE $5 .00 $0 .00 NO TP-584 $0 .00 NO Notation RPT $200 .00 NO Cert.Copies $5 .00 NO Fees Paid $265 .00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL' JUDITH A. PASCALE County Clerk, Suffolk County I AA I DECLARATION OF COVENANTS THIS DECLARATION made-this I day of May; 2019, by Vanston Bear LLC, by its I Sole Member, Andrew E. Beck, III, with an address at 118 Amity Street, Brooklyn, NY 11201, hereinafter referred to as"DECLARANT": i WITNESSETH: I WHEREAS, DECLARANT is the owner of certain real property located at 5250 I Vanston Road, Cutchogue, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section l lit, Block 10, Lot 14 which is more 1 particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property;and i I WHEREAS, the DECLARANT made Application to the Zoning Board of Appeals of the Town of Southold C ZBA') for variances from the requirements of Sections 280-116(A) and 280- . 123(A)of the Zoning Code to reduce the setback for the primary' residence for the Property from the Code required minimum of 100 feet from the top of bluff to 35 feet at its closest point and to renovate the pre-existing, non-conforming carriage house where non-conforming uses shall not be enlarged or I structurally altered;and WHEREAS, as a condition of the granting of the required variances to undertake such r regulated activities on the Property, the ZBA required that the DECLARANT make certain covenants regarding the future use of the Property by its owner. NOW,THEREFORE,the DECLARANT does hereby covenant and agree as follows: i 1) The guest cottage shall be used for friends and family only and will not be rented ` separately from the entire Property. I I I 1 1r 2) The use of the second floor of the proposed garage shall be limited to, a I workshop/recreational space, and shall not be used as living space (no cooking or sleeping), by the owner. An accessory apartment in said garage shall not be permitted unless the guest cottage on the subject I property is removed. 3) The renovated guest cottage and attached deck shall not be enlarged beyond the dimensions proposed and approved by the ZBA. 4) These covenants shall run with the land and shall be binding on the DECLARANT, their heirs,assigns,purchasers,or successors in interest and may only be modified after a public hearing and upon resolution of the ZBA. IN WITNESS WBEREOF,the owner has duly executed this instrument this Y day of May, 2019. Vanston Be By. I Andrew E.`Beck,III,Sole Member STATE OF NEW YORK) COUNTY OF ;J,- r )ss..- v i On the day of May, in the year 2019, before me the undersigned, personally appeared Andrew E. Beck, III,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the individual or the persons on behalf of which the individual acted,executed the instrument. Notary Publi pAQSES GA Yotlt ,i Public,Slate�g98 NotnsY V.D.p1GA��s�16 20?� `' 2 Comm�ion FxP iUe i /,.. • i S.C.T.M./1000-111 10-13.1 (�Q� LAND N/F OF l 4J� NORTH FORK KrM LLC �'� /5700 VNVSTON RD. 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M.# 1000 111 - 10- 14 ::.. : THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM RELD OBSERVATIONS Rs "' AREA: 540,391 .47 S Q.FT. o r ? 2.41 ACRES AND DR DATA OBTAINED FROM OTHERS. :.. ;: . ; .. ... ... .. . se .......... NAVD88 "'�•• ELEVA 770N DATUM: �� ....�..•:•..•:.:.'..: ...:.......:::•::" �. - . 2 — ------------------- testi '� ••' �� 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLAT70N OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN e �� �6 o ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INST77UTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO INE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS \ AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY \ ,n 4 SURVEY OF: DESCRIBED PARCEL CERTIFIED T0: VANSTON BEAR LLC; S.C.T.M.#1000-111-10-13.1 o LAND N/F OF NORTH MAP OF: � N' #5700 VA STONN RD. FILED: o ` 9 SITUATED AT: NASSAU POINT FINAL SURVEY 06-25-21 $ AREA S,IOPINC EQUAL OR GREATER THAN 20X FND LOC. 10-28- 19 R► GREATER THAN 20•. TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC JUL � 2 2021 � SUFFOLK COUNTY, NEW YORK REVISED 06-01 - 19 a Professional Land Surveying and Design REVISED 08- 14- 18 � r 414P.O. Box 153 Aquebogue, New York 11931 e l'I' T.k?�"•. ��^X '�. PHONE 631 ADD TREE & UTILITY LOC. 05-30- 18 �� r. .. Ta FILE # 17- 123 SCALE: 1 ".50' DATE: AUG 10, 2017 ( )298-1588 FAX (631) 298-1588 G�0 Q N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Weychuk p E � � �� OCT 2 6 2021 BUILDING DEPT TOWN OF SOUTHOLD , , I � � I I , I , •y3• \ a 4 \+\ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE3 :W APPROVAL OF CONSTRUCTED VVCRKS FOR �1• A SINGLE FAMILY RESIDENCE N m9i°aB Ua[e_� H S kn1 Nn__-_RI_9UJ9s-_ • \�, talvmJl__ �T$, � � T:o ceA.7a5:sPetal c:E wAtarsKFlY he eros al lnolorslcm�avp boas �- 4 ;spa=s]an3'er Gi]IeO Ff 1A0OR.vrtixA Jr aT?r anerprs srd bung \W \\�to oe saosfactary FORAlAA%IMUN O- w BEpRO0M5 �� � 4 CLrx utWu!�rvabr Valw�mw+t oa � s.c.r,u./loco-n1 to-1a � ��:',,• p + 5a0.391.47 SO. �l 1 12.11 i N ITJb'1]� Ry j� p P wfrw u uc \ �O 4 ` 1 o so l00 Iso S.C.T.M.#1000-111-10-14 'Roo \\ #R70-18-0096 AREA: 540,391.47 SO.F7. or 12.41 ACRES "tow 110°r"°'m r°'t °`Rz •"� E1f1'ARW OANY:NAV088 MCNIID ALRFAnOV pP AOdDW m M4 SU.RKY IS A NOAROY N[W 7CRA'SEIZE FOUL RW UW C6N�n"Du5 4IFUEY �� 1 UAPUNOT BfARWp)NE fvlp SURKYOPS'dW95sm SEA!91A(L N91��SEC m�A vAm 1RUE[peY. GNWANIFES NpCAIID QYEY m ME P£RSdt IOP NHtlI 111E SURIEY 15 F4tEPARm M'D ON MS BE1IAtf m ME]IRE CDIPANY.07LfRNNEN%AfA'NLY AAD fENONC MSRNRIXP Pt 1 NO.ZON AAD m -A—O'pT tENrvN6 MSnNRO•A O/ARANIFES IRE NOI MAN4WABIE ME O•FSE15 M pYENSCWS'SNOW H£REW!RW ME PROPERTY ONES m Mf 5IM/LRIR£5 AP£FLR A SeEDF]C PURPOSL AAD USE 1NFRROPE M A ARf e, \ I WIFNOID m UOVUYCNT THE PRCnFR1Y UN£5 Olt m WDE ME ptfCRW(Y RHCES,ACnROVAt SDNCNRES M ANO OMpt IYalOIEYSEY£N15 AND/pP SUB—A.S)/N[IURES RECOPO9 M UH ILUPOFO ARE.1LDNWV2ID UNIFSS GNY9GfLY ElNdr d 1Nf GRMSES Al AVE M£nLf O�SURkI' suxNEr a:DESCRIBED PARCEL m CERTIFl(D 70:VANSTON BEAR LLC;iREVISED SANITARY 09-OS-21—ARD Ar:NASSAU POINT o FINAL SURVEY 06-25-21 rom,v,, — SOUTHOLD FND LOC. 10-28-19 � KENNETH M WOYCRUK LANDSUR�NG.PLLC REVISED 06-01-19 SUFFOLK COUNTY,NEW YORK Prof—lone)I,d BDr Ui"e aP.O.Bo[153 Aquebo ,New York 11031 REVISED OB-I4-16 \ veaxe IeJllrcS-1585 —Iwll zaanma ADD TREE&UTILITY LOC.05-30-18 ,y 0u: 17-123 scuE:I'=50' DATE AUC 10,2017 NY.S use Na moaea `.I I.m...,•rm..w a..,...• d' �1=II'-III-111_111-III-III-III-III-III-11i I.-I' I I-III-II_�! •� e•••_•..•. =III-III=1 r=1 -II -ITt=1 1-1�I=1T_I-1T_!=T!-fl, p ^ -III-I�!=1I I-III-III-III-!�PI I I=1I I=1��-III-I I-1 I I=1I 1 1 1-1'I-I 11-1 I�-1 I -"'---- -111=1,1=III=11=1' 1=III i I-11=III1 I I1 I==II III-1'I-11 - I HI I- 1=I -III z o _ =III=III=HI I= W l=I LIr -III-I I-III-I I=11 'i ry a I-III=111=III=1.1= � + I 1=111=111=111=T= Q �- I11=111=111=111=11 y^' III-!ILIII-III= s III-I 1=i I1=1 I'-I I I-III=III.=III-I'1- I=III 1=-III i- 711I=f- =.11=f=11 I1=111= 117 I1=1 I1=111 II ill=-TIII= T III-!I-!11_1 -1 I=111- - NORTHFORK i 1 i1=1i1=T'1i!= RESIDENCE I f=l i l=III=III==III= I I 5250 VANSTON ROAD T -I- L I WI !I _ CUTCHOGUE,NY,11935 • - I I1= 1I' Ci—-—-—-— -- - :_ � II !r! !I 1!1=TI==III-I I= I ;. RERREET � III=111=I1=11=111 /I I I• ` I _ •� I �R= III=III=III__-III=11 L`�'_ — i ""�^a, II III 1111111 11111 I I I � u.osc.rEnRCRREaf i � m—l=-lil-1=1-➢ � I �_— ��► �� ,i-m=r—a-1�1= � � __ I .I 'I I �. I ,�._,o, _III--II'-III-111=11 it I Ea„+'R _ __ ow„s^ TI�III' III=III wr ,I -=I I o......,^..^. -�- --- I III � I '- 111 III III II -i.. I• -III-II I .b it Ii I I i III i -- ----� � - � N- - �r—.�- ,�r. _ �• ----- _-I— I � ��-,{ 1 I;I 1 i111i jl b a0 1�11 ; �„ �' a. I �o I I • PERMIT SET E z, Z LEVEL 1-FLOOR PLAN-GARAGE BARN LEVEL 2-FLOOR PLAN_GARAGE BARN va-=,w• J SCAIE tla'•tb' /` \J `I FLOOR PLANS-BARN et A203 ga . N111,11,41-1-ri-I _ FW=W-III=I=W=III-II I11II=111=III= -IllIII—III-III-1-I=III=11L-III=W-W=W-W-III=III= '�III-fHl-1 f!=11-*Irl=61r=1'I LI I 11=III=III-I I I-III=III=I I 1-111-T:5=" -I I I-TI-III=III=�1 .........................._.._.__.... ....... I-L-r III II1=1II III-r-ITI=III=IIIO, m i�- III 111-III 1 r-III=III III III III III=ITI=11 F' e .,,' ' ~rlI=III=III=III-ITI-ITI=11-111=III=III=111-ITI-III= -IIe ITI=III-III-III-III=1T_I-ITi-III=III-III-ITi-III=11 II=II I=III=W=ITPITI=ITIII _III'111=III-111-I =I =I =I I 1-1-ITI-11 ° -nri I1=1iii IMIp,IW I _ - -441911 111=1 III=IIL=1I _.. " - II II 1I •-.--'-- �--- III-III-L- W III-III-=I, w; W-III_II III1IF -III_III-III-III- \ wa 111=111=1I=III=11 =1T_ITi=Ti=1Ii= J III=III=III=ITI=11 1=11IF 111=111=111= 111=III-III=III--1I 1=III_111-111-1IF •� _ W-EI1=ID=Ti=I 1 i 1ID11P 111=111=11M 11 - i----- =1 W—W=1= 1=II I_III-III=111= „» i L„,: r=Ti=W= I NORTHFORK NOV nl_I11=iiI=111=i1 �------------- J., ,w�\ RESIDENCE Iii II ------ -------__ --.-J., ---- Ilf-II III III I n,:'/. _;;;,;;,%,: I III=III=III=III=11 - -—- ---- _ a„y:".:,tea'.::':':,:''4 :u• �I BUILDING DEPT. D a, ..,a II1=111=ITi=111 11 -/: %':r' n—_ SO 1=II I=III=III=III= _C �'..” I CUTCH5250 GUE,N ROAD TO N OF S 111 1=111 III 1 - Y� I� x CUTCHOGUE,NY,11935 ..v,/ Ti=Ili=Ili=Ti=l I : _ \ C III-III-T-III-11 7:.i', .;j,,.:, l'”r.y •L.•,: °°� - - ---------- — - LI I L-IIL-III-III- i, _ crvn Exw.EEc ill-III=III=III=11 % {` ........................................... _...... ......_..._................... =111=111=I I IL-III= -- ---- _ _ _ _ - - REEav[xrtECI 'i11-III-III-III- ..'%i!, /<;.';T.f,,, i;/:- ,;;; - -111-III-111-III „' _-- ......._._....._.................... 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FLOOR PLANS-BARN O LEVEL 1-0-FLOOR PLAN-GARAGE BARN 3 LEVEL_2-0 FLOOR PLAN-GARAGE BARN_ A203' , I-I I I1 1 1-1 I I-1 1 1-I I I-I 1 1-I 11-1 1I_I I I_I = 1-9'-41/2'=— _—-= 13'-7112" _—_= I- 1I—�i—�I—I�I I I—III—I�I I- - LI Lf, 11=�1=�1=1 1=1 I I_�1CO 0)= N LO WCON O 28" COMPOST 1= I I=1 I = =1 1=1 _ 1= I = 1= ° Q N U GARBAGE GARBAGE °�'Z' �. X _ to I— N co LL 12 — I 11= I i—III - M .Y 31'- 101/2" = ZCV) (� 0 M - to z N 3 —�= N 3 � WHEEL STOP i M a — — — _ z a N I I -I !=1 I I=1 _�_�I Cl) ji ----- ------------------------------------- - 181.011 —III—I =111 111=III=III= i I 1=NI 1=1 I 1=1I=I I I A502 A401 A5 2 — — — — A 02 A401 02 OF Navy I _ A502 1= I I—I I =I 1—I 12-12-2013 I I —�I II=1II—III- 4 4 B1 i o0 1 B2 I B3 I—III—III— I —I B1 1 I � 1 I 1 B2 I B3 NORTHFORK I I r-----� ----------- -------- --- 117A ------ I I LI —I —I 11III=I I ---------- RESIDENCE i—III- I c — — BA — -i MECH. �I MECH. I I !— I=I = I=I 1— I i L: SL PE I 5250 VANSTON ROAD -I ! _�_�- !- I I CUTCHOGUE, NY, 11935 2 I ELECTRICAL PANEL 11=1 =1 1=1 11= ARCHITECT l—II—I—I LakelFlato Architects,INC I—III—III—III—I I 331 Third Street San Antonio,TX,78205 — i I (210)679.2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S,PLLC `J II 860 Montauk Hlghway,P.O,Box 720 III—III—!I I—I ! I I li I I Water MITI,NY 11976 SLOE I—I I—I ji (631)726-7600 LANDSCAPE ARCHITECT I I I I—III—III— I—I— I ji Margie Ruddick Landscape 1168 I 04 GARAGE _ _ _ _ I I 1 11 Neperan Road Unit 6 III—III—III—III—I I I II I Tarrytown,NY 10591 _ _ I it (212)796-5087 �03 I 01 A703 03 c 03 A502 I 02 I=� A502 — — i ti ________ 03 STRUCTURAL ENGINEER _ _ _ _ _ I I —I I —I I — I I—i I I- I I I A502 Benson Woodworking Company,Inc. 0) N I ' I 6 Blackjack Crossing J Walpole,NH 03608 (603)439-2016 _� - - - 3 III1= 11=111=111=_I B� I - - _ _ I; M/P ENGINEER CJ AT GR DLINES I I 9'-3 11 3/32" I PO Box Engineering Inc. 14175 �r Portland,ME 04101 I 391.6" (207)835-4060 - - - LOFT Z I LIGHTING DESIGNER N 116A I —III—I ! I—III— M LU I I Byrdwaters DESIGN,Ilc r- A401 1 I _Z - 1 Z — I 3939 Black Gold Dr _ _ c� a z p �} Dallas,TX 75247 3 14401 A401 1 "' z ` li (31 (214)460-2673 I=1 1= a 1 z I ii - 03 I 3 A401 _ SLOPE BD 1 r----------------- TRX ON WALL BY I I PELO ON OWNER --------------- i I BIKE BY I r --------------7 _ 15C OWNER � � I I-----------------� 1 08 N I r----------- I 11 - T i POWER RACKto 1 1 05 A703 07.' I i L- BY OWNER I ---- —i I—II I EXERCISE 06 I ' I I II 2021.11.10 LIF PROD.NO. 17086 J ( I 140 5/8" " it PROJ.ARCHITECT DE DRAWN BY: Author 115D - eo WATER i I a ETTLE BALLS " BE - - `v - —�— - _ SERVICE I " r------� 2068 SET ISSUE DATES CLOS. DATE ISSUE BF I I 2018.10.12 BID SET a � CJ AT � 1 —' — — ch 1 DOD I I I I I — — — 2019.01.11 BID REVISIONS I I 2019.03.08 PERMIT SET- PRE TRUSTEES M 1'-71%4" 3 1/2" ( --�-- I--14-J--1-- I I I 1 DN 2019.05.15 PERMIT SET- TRUSTEES REV 12 � I I) I I I �- I I I I 9 M 11 I---- W Ar I CJ DOOR I 16 A70� 1 01 --�--- --- 13B i 1 01 ,Iz49'-6� A502 K-005 ; , o STf�IR I 15 UP, I A502 A502 --—� � 01 BG - _ - _ , ❑ BARN BATH I I 1 I I A502 - - - I REVISIONS 11 BG DESCRIPTION - ------- 1 - - _ --- 113A 1 2019.06.20 Revision 1 1.0 - -�----------- ----------- -- M A801 N0. DATE 2 2019.10.31 Revision 2 SIn1 I I 3 2019.11.18 Revision 3 �1 I 07 -4 mn n�2n Re isinn s W 2 2 A401 02 NOV 0 20?.1 A401 04 02 A502 A502 CONSTRUCTION SET 04 PROJECT TOW BUILDING DEPT. $� � A502 A502 TRUE o NORTH T N OF SOUTHOLD - FLOOR - PLANS BARN LL LEVEL 1 - FLOOR PLA — TRUE PROJECT N GARAGE BARN LEVEL NORTH _ VEL 2 - FLOOR PLAN - GARAGE BARN SCALE: 1/4" = 1'-0" � SCALE: 1/4" = 1'-0" O v L a If a 11/1n17n74 ,,.,..a, n.• I --I I--1 I I , I II I -I 11 1 1 1I I I-II t1 I I-I t lI I I I II --I 1I 1 1II I I I I 1 1I • - 9' -4 1/2"—( I I_-I I, _ 13' — LO - -- _ W N 1=18A —I I --—I ----I_ I I I ► - -- I — o W U N 0 � ./ 28" zo COMPOST _ _ _ I I I I— L U O O (JORA 270) m I — I —}— I l i I I 1 I l i--I I I U? W N (� GARBAGE GARBAGE N I I 1_I t I I —_ L _ BIN BIN as ur' -{ I - �' 4- , ------ I _ I_- I I I — ' I -I � O lt') m —I I �------------ _31'- 10 1/2" ; -1 ! - ['10v 0 5 1'� .? 0 r•, — r-EPT -; - - - - T�`fJN 6r C}I-r1 110LD Z N Q N - - —, m CO j -- -- O 00 i WHEEL STOP -- -; -- 1 z r- II 18' -0" _ _ "• aF `. 60 N - s •. - :, 04 0 = = 04 02 A502 A401 A5 2 I = _ _ = A502 A401 A502 12-12-2013 I t 4 i - 4 B1 0o B2 i B3 B1 62 B3 _ - NORTHFORK I I RESIDENCE -----_ ----------- -------- r-----------------, 2.o 0 - t > MECH. MECH. _ I I — 1 MECH.; SLOPE / - ! i'' — I 1 5250 VANSTON ROA© i I I I I I 0 CUTCHOGUE, ICY, 11935 �Z� ARCHITECT - ---- ELECTRICAL PANEL LakelFlato Architects, INC __ '----- �/ ✓\, ^ \�� I j -- --I —1 I- I 1 ( 331 Third Street o -I - -- San Antonio,TX.782.05 TESLA POWERPACK - - -I jl 1 1 ( ) 1 79-1.127 CIVIL ENGINEER The Raynor Group. P.E & L S. PLLC I I 860 Montauk Hlghway,P O Box.72.0 Vater Mill, NY 11976 (631)726-7600 -- LANDSCAPE ARCHITECT SLOPE i _ I III— I I 'I I tl Margie Ruddick Landscape 11 Neperan Road Unit Tarrytown, NY 10591 116B 04 GARAGE - - ! I i, (212)796-5087 a3 I 01 A703 03 — 03 – -- 03 STRUCTURAL ENGINEER A502 I o2 �� 0 __ 1 22 A502 --_ A502 Benson Woodworking Company, Inc. I I I I I I I r� i 9 ��fW Y I I-- - - --- - 1 rn 6 Blackjack Crossing N - Walpole, NH 03608 J CHARGE STATIUIv I _ - = I it (603)439-2016 : MIP ENGINEER I - -� - - - - 3 I I _ ___— -- I I II Ripcord Engineering Inc. PO Box 4175 9'-3 3/32" Portland, ME 04101 GR DLINES i _ II (207)835-4060 39'-6" 1 - = I � I I LOFT I I I 1 z _ I w i! LIGHTING yrddH ers DEDESIGNER Ilc S K-013 116A I _ _J q1 � II 3939 Black Gold Dr M � cel CO II Dallas,TX 75247 �° C7 G Z - II (2( (214)460-2673 LO A401 1 -3: A401 - �, z cv I A401 1 � I z li (31 SK 1017 03 3 A401 O t z tl ... SLOPE - - - - -J - I I — N 11 ---------------- TRX OWNER ON L BY pB A KE B N I I I I 1. 15C OWNER------� I I I = t I I 08 POWER RACK CV II 1 I I BY OWNER I I 1 11 - I 05 A703 07 L �' I I n I! I - I I II j _1�' ; EXERCISE 06 1 t / ©2 t II 2019.05.15 LIF PROD. NO. 17086 i I I --------- - t n 1 t 902 i II 11 I i I I I j PROJI.ARCHITECT DE DRAWN BY: Author A902 _ _ i 901, Elf 1405/8" - _. ... WATER F--� 115D I ETTLE BALLS? "„uE TE': BE - - SERVICE i l�� ---- � N -1 %/ / ----- -- -- CLOS. E F�;l u - _ - - 2 19. I I I I I 1 v_ M I DOOR �+ i I 1 - - - i I t I t 3 I - 1'-7 1/4” j ! it i 16'-9 1/2" i I F'Er;' - ? r'-E'_ DN 12 6'-6" i I I t -�--1--14---- ----1- L-- 9 A704 11 i CJ ATh49' -6" 01 ___�___ ___ 13BDooR 161 A704 13 I 01 01 01 A5o2 SK-005 t 15 OF I A5o2 A502 I I A502 _. ...._......_.........._.................. -..: S R ONS i BARN BATH I TAI REVISIONS I — I- - 11 BG — — — - ---- — NO. DATE DESCRIPTION r> - A801 1 2019.06.20 Revision 1 2 2019.10.31 Revision 2 `I Sim I 3 2019.11.18 Revision 3 4 2020 0320 Revision 5 U i I N 2 2 O O a4 /02 CONSTRUCTION SET JI A401 A401 Z A502 A502 0I _. ...-. _...... _....._ ......-.. . 04 02 W TRUE U) A502 A502 NORTH PROJECT . Y IY O m I' FLOOR PLANS — BARI c 0 LL C N E o TRUE L NORTH PROJECT 2 W LEVEL 1 — FLOOR PLAN — GARAGE BARN LEVEL 2 — FLOOR PLAN — GARAGE BARN C � 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" An T N N li L 17,1 v a LT m m d: C U1 U 11/2/20212:06:17 PM � . I I- - -1 I . I... _11- 11 - ; I... '. - -I �, I � I � 11 I I-1-1i - V_ � 11-- ,,I- -I I— -, -IT I I,- 1. �, . .1.1 . � I I t - ii�.I—1- I�I—I-�--"-".,f--:,-',� - --- - ,'r , _-,- � ---, �" -, --, i--i �. __,1-1__,_,,,,, -7i'�----7,, -I,--,-- il V, -, -- ,,,- ,.i- �i--- '' -I � � . � ; . J# �. I I �. � J , 1. I p I 1, IF, .. I i, i 1� I . I . I . I I I I � I I I . � . 4 �1. i I I I � I I 11 .11 I-'--- I I I � ,. I . � I I I I I . 11 0i I . 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ANCHOR BOLT INT INTERIOR � O� N ARCH ARCHITECT(URAL) LAM LAMINATE(D) AD AREA DRAIN LAV LAVATORY — M _�e ASPH ASPHALT LH LEFT HAND = Z ce) O BRG BEARING L LENGTH, LONG BEAM LLH LONG LEG HORIZONTAL � On — BM B.M. BENCH MARK LLV LONG LEG VERTICAL � ~ � BBETWEEN LH MASONRY Z N BIT BITUMINOUS MAX MAXIMUM M Q N BLK(G) BLOCK(ING) MECH MECHANICAL BD BOARD M.C. MEDICINE CABINET Z � B.S. BOTH SIDES MED MEDIUM B.W. BOTH WAYS MBR MEMBER Q N BOT BOTTOM MEMB MEMBRANE (n 0- 6.0.6. 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 CIR CIRCLE OPP OPPOSITE •".� CIRC CIRCULAR, CIRCUMFERENCE OD OUTSIDE DIAMETER CLR CLEAR PTD PAINTED PROJECT DIRECTORY _ COL COLUMN PANEL ELECTRICAL PANELBOARD COMB COMBINATION PERF PERFORATED �- CONC CONCRETE PLAS PLASTER '?l•,. 37'857 �t0 CMU CONCRETE MASONRY UNIT P LAM PLASTIC LAMINATE OF NEti`I CONST CONSTRUCTION PNL PANEL CONT CONTINUOUS, CONTINUE PL PLATE Engineering Civil En MEngineer CTR CONTRACTOR PLYWD PLYWOOD g� g P gneer 12-12-2013 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� O R 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 11 Ne eran Road Unit 6 3939 Black Gold Dr DISP DISPENSER RO ROUGH OPENING p 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) Lake Flato Architects, INC Soil Mechanics Drilling Corp.EQ EQUAL SPEC SPECIFICATION, SPECIFIED g 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 STRUCTURAL ENGINEER GALV GALVANIZED VERT VERTICAL GENERAL NOTES Benson Woodworking y G.C. GENERAL CONTRACTOR WSCT WAINSCOT GL GLASS WH WATER HEATER g Compan ,Inc. GYP BD GYPSUM WALL BOARD W/C WATER CLOSET 6 Blackjack Crossing GYP GYPSUM WP WATERPROOFING H/C HANDICAPPED WWF WELDED WIRE FABRIC Walpole, 608 (603)439-2016 HDWE HARDWARE w WEST GENERAL PROJECT NOTES HDR HEADER WIN WINDOW MIP 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 HGT HEIGHT WD WOOD Portland,ME 04101 H. HIGH 2 DO NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR (207)835-4060 OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING. 3 ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION, LIGHTING DESIGNER SYMBOLS 4 SEALANTS EXPOSED TO VIEW SHALL BE CUSTOM COLOR AS SELECTED BY THE ARCHITECT. COORDINATE LOCATION OF SEALANT AND COMPATIBILITY OF SEALANTS WITH ADJACENT WORK, BUILDING MATERIALS,AND OTHER Byrdwaters DESIGN,Ilc CONTINUOUS SEALANTS. 3939 Black Gold Dr Dallas,TX 75247 5 COMPLY WITH ALL APPLICABLE CODES, LAWS, ORDINANCES, ORDERS, RULES,AND REGULATIONS OF AUTHORITIES (214)460-2673 4 ANGLE HAVING JURISDICTION. CENTERLINES 100A DOOR NUMBER 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 2.02 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 VICINITY 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. A 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 �' ,. ..-•, -, ,,. . 1 , PERFORMED. CONTRACTOR SHALL AT SUCH TIME ASCERTAIN AND VERIFY THE LOCATIONS OF EXISTING >:_^ '' , .,: '' ; ,: . . .�:. .. _ .: . . , , , . . . c. •.r' *� � :; • `�� STRUCTURES AND UTILITIES. •r 1 , c 11 ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE INSTALLED, CONNECTED, ERECTED „ , , ,. , „ ., , w. ;.. . . , : ,: . ... .,. .. ..,> 4 CLEANED AND CONDITIONED PER THE MANUFACTURER'S INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEEN a, _ HALL NOTIFY THE .. � .,. ., , . INTERIOR ELEVATION NUMBER & SHEET NUMBER MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS THE CONTRACTORS O ' ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. _ l 12 DAMAGE TO NEW AND EXISTING MATERIALS FINISHES, STRUCTURES AND EQUIPMENTUIPMENT HALL BE REPAIRED OR 3 -' : >.. . ,.•, REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. '.' r , '.,-., _. ....<:'. .,,,. •, . : 2019.05.15 PROJ. NO. " LIF 17086 13 CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS OF ALL SUBCONTRACTORS AND TRADES ON A - ' DETAIL NUMBER EVENT ANY DIRT DEBRIS OR DUST ` • E STRICT CONTROL OVER OB CLEANING TO PR DAILY BASIS AND SHALL EXERC S S C C J ' ' •`'"` PROJ.ARCHITECT DE DRAWN BY: AUtI10� NI FDEBRIS A900 SHEET NUMBER FROM AFFECTING ANY FINISHED AREAS IN OR OUTSIDE THE JOB SITE. BURNING O ON SITE SHALL NOT BE ,,, .. . : ,•: ,' ' .� ,. .. ' ....,- ,..,.,' .. +.. ,. PERMITTED. : i BEYOND THE _ . :. , :,, _,.. ', _ ,. , • , ,. ,`,>< 14 CONTRACTOR SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATIONr ,, .,,, > =w ,. ,-. „ . „ : .. ..: .: ,. , :� „ ,'... . ,,. ,,. . .. sET ISSUE DATE SHEET NUMBER CONTRACT AMOUNT WITHOUT AUTHORIZATION FROM THE ARCHITECT OR OWNER. FAILURE TO OBTAIN DATE ISSUEAUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR ADDITIONAL COMPENSATION. i - : A400 3 .. „ EXTERIOR ELEVATION NUMBER � • � �,.. 018.10.1_ BID SET • -„ , ", •1 : 2019.01.11 SID REVISIONS SETPRETRUSTEES '. . Uaa�CaTdNwEsaop ' l�JraZJ�Z��CN�L, { •<-,:1_q>',•.'r. f. .r .s}" ..' :.•.`- .F - .,4. ' <,,l , .,:•,:,: u s '- 1'i 4s X*'i A" s ,3r '�,.•w' ' _ ' .,' 5. ,. N -` r ,...,' T: 't 4 'w' v wy e< LL r „t , .- .{kiiiIiI as rc .R F: '. ,.rar..,.._�..u_...... .u•..1, _�:.•,<_�_._x,.., .,...�x�....... s � M Fi mivna'neexam.�.c»�-w.-, }l1 01 9.05.1.PPE RRr,11OT SET— TRUSTEES U STTE E S RE V5250VANSTONRD SECTION NUMBER CTCHOGUE NY IA 00 REVISIONS O. DATE DESCRIPTION ADOPTED CODES N WYORK CITY NY 2015 International Building Code 201 5International ResidentialCod 2015 International Existing Building Code 2015InternatIonaI Fire Code 2015 International Plumbing Code PERMIT ET 2015 International Mechanical Code �2015 International Fuel Gas Code 2015 International Property Maintenance Code 2017 Uniform Code Su lement W 2015 International Ener Conservation Code o 2013 ASHRAE 90.1 INF SHEET2016 Supplement to the New York State Energy Conservation Construction Code O u. , RESIDENTIAL d 6/13/2019 4:11:52 PM SRC M OTOICT. ONO. S t E a 0 m y LO L0 O N C%4 LO ® cc) 0*) E W ti 4 0 W (n N 0 Q N F- Xa O _ W W T-- O N i �� D H LL / o Oi Lo M c6 Z O M 3 8.0' Z N 3 `") QN 3 o Z ..... .. i o� \ SP\\'0� N < \` © \ \ \ U.P. 1 m ~ <n m N U. \. SITE p. N \ tso FOR S.C.D.H.S. USE ONLY , O — o \ w 7 / / / / / / / N...p .. .. ... ..... ..... .. ... .. .. \ w'.'.'..... .................. y0C \\ 1 o Z ...0... ... ...... ............ .....'....'....... .. GRADE EL.: 137.0' r / / / / / / / / / / / / / / / / \ gRB0,4' i11 �� D tt \ 13 / MIXED SAND 0 2 AND LOAM SC •22 O ( ) N6°` PING:::QU:: ,EE qq �� /0 12 TR::CHdN.20% EL. 35.0 o L: , ... ...:::'. TO � G,. GREATtR.:T,At�:: 0. ... ......... . O o F `9. BROWN SILTY �:::::...: ::::.:...::.":: ' 1 0 .. . ... .... ... ........ .... .... ... . ........ ... ....... .... .... ....... ............. ... .................. ... ..... ... ........ .. .. . .... ....... ... ........ ........ ... ................ .... .... .. SANDS (SM) _ / / / / / / / / / �� / / / / � � � � � � / / :: ::. ...... .... ... .... KEY MAP \nZ B OAT BASIN s8 F SCALE: 1"-300' � s EL. 34.0' 1 S v' . 2 6 1 _ NORTHFORK .. ... ........ ....... ... .... .. .. ... . .. .... ....... ........... .... .. .. .'. ..'.. ./ 4 U.P. PALE BROWN w.. 100 \ 14 a �.. ...'/ FINE SAND SP . .. .. RESIDENCE / a.... ... ..'.'..'.'.......'....... N0. OWNER USE ( ) Q, / / / / / / / / / / / / / / / / / / / / / / � ... ........ WATER SUPPLY .'��..o...........'.'.' . ... .... ... ............ ......... .. .... � 1 N/F NATURE CONSERVANCY INC. VACANT NO WATER SUPPLY ... ......... ........... ... . ....... ...... 2 N/FHARBORCOVE EL. 20.0' 2 / / / / / / / / / / / / / / ::::�: ::: :: .::::.:.::' :: :: .::: \ PROPERTY OWNERS ASSOC. VACANT NO WATER SUPPLY N .:: : 3 N/F BLAIR HUDSON PECONIC 5250 VA N S TO N TESTHOLE 86'36'33" W \ a� / / / / / / / / / ° ° ..... ..'.....' ... ..'..'.'.' .:. ..'..'.'.' .'.. '.'. ..'.'.' .''. ' ®. ®.. - \ VENTURES LIVING TRUST VACANT NO WATER SUPPLY DUG BY MCDONALD GESOCIENCE 37.69 0 / / / / / / / / / : .:::' ::: :::' ::: .:::'.:::.::: ::: .:::: :: .. :.. ...' .. . '.... ':... ....' -�- ..�.. O \ - w" i e 4 N/F JUSTIN BILLINGHAY SINGLE FAMILY RESIDENCE PUBLIC WATER ROAD / / / / / / / / G 5 N F DANNY PIZZOLLA SINGLE FAMILY RESIDENCE PUBLIC WATER APRIL 20, 2018 w O -� \ / 2 \ s 6 N F VANSTON BEAR LLC VACANT NO WATER SUPPLY NO G.W. ENCOUNTERED U LY o - �' \ P. 7 N/F VANSTON BEAR LLC VACANT NO WATER SUPPLY C H 0 G U E N Y k5 - \ *Q > > T MONITORING WELL LOCATED IN \ �! THE CLOSES USGS MONITOR L y / / / / / o O8 N F VANSTON PARTNERS LLC SINGLE FAMILY RESIDENCE PRIVATE WE :: :: :::::: '::.::: ::::: :::::: . \ � / WELL (OVER 150' THE TOWN OF SOUTHOLD LISTS THE HIGHEST '\ 9�f� FROM PROPOSED 11935 RECORDED GROUNDWATER ELEVATION AS 13.41' � '6+ G �• \ T i c�: \ SANITARY SYSTEMS ABOVE THE SPECIFIC VERTICAL DATUM � -n i �. F DAVID BOFILL VACANT WA USGS WELL NO. S 91814.1 > ... .. . / NO TER SUPPLY .....6`............. ...... \\ N S � F ,• EE SHEET C-2 FOR 10 5 4 VAN TON ROAD C VA r N F 3 5 S LL CANT t� o NO WATER SUPPLY ,' SITE 11 N F DAVID BOFILL SINGLE FAMILY RESIDENCE PUBLIC WATER ARCHITECT pA ` 0 ,r E P LAN INSET / r^ " " , 12 N/F EILEEN KASSCHAU SINGLE FAMILY RESIDENCE PUBLIC WATER LakelFlato Architects,INC 4- v; �.. O cfl O o.. �: .:::..... 9 , 331 Third Street , 13 N/F NORTH FORK KIWI LLC SINGLE FAMILY RESIDENCE PUBLIC WATER N � _ r , , p San Antonio,TX,78205 N N ° co ..... ..... � (21 0)679-2327 -n .... .... :':'::'::'::'.'.':':'::......................'.'.'.'.......' o/ ( EXISTING WELL TO I , .... BE ABANDONED CIVIL ENGINEER .......... . ".....'....� / / ` U.P. •':':':'::':':':•::::':::'::-:..'........'..... The Raynor r P , \� Group,P.E.&L.S.PLLC , EXISTING CESSPOOL TO ,1 860 Montauk Hi hwa ,P.O.Box 720 �- �� , / BE ABANDONED & .. .. . . . ... . . ... .. / U.P. '9 Water Mill,NY 11976 .;� REMOVED IN ACCORDANCE (631)726-7600 ` ''.. / ,�!; Pio j \�O W/ SCDHS STANDARDS LANDSCAPE ARCHITECT EXISTING BOAT BCUFF 007�: ; �5��o p/0� tz�• EXISTING RETAINING WALL Margie Ruddick Landscape y HOUSE TO REMAIN i % ��° o`O�'�..e! OG- ' 11 Ne eran Road Unit 6 G.F.A. ±331y S.F. - )TOE OF SLOPE,.' i �NOER ?,09 o�/y O O P G? .. `� Tarrytown,NY 10591 DRY" �P f EXlSTIN ,� N Ex\ E5 t0 BER F (212)796-5087 o GPOP G Mmj# .950'5:F <L��,000 �� STRUCTURAL ENGINEER '0 > _ ,, - \ �NE�• / 24.3\ Benson Woodworking Company,Inc. s.\ PROPOSED SILT NCE o N �, _.._ p � R,. � � , � �, a �p�CFE \\ 6 Blackjack Crossing Walpole,NH Z \ 603)439-2016 3608 o EXISTING CESSPOOL TO BE 0 p PUMPED AND FILLED WITH \\\ `� �• ��----- \� AND IN ACCORDANCE W/ I... v, N 87'46'42" �s ... ...... .. _\- ' M/ ENGINEER SCDHS STANDARDS ------ -' o' F Ripcord EngineeringInc. PO Box 4175GoW ` 30.47' �c \\ — I Portland,ME 04101 GROIN GROW R S{O..JNG E L' �F�o�o \\ - ------ tL `� (207)835-4060 GREA'TE ':T O� 1` ° TEST \ �� / W.�. LIGHTING DESIGNER HALE- EXIST] 1 TOR HYD. \ GVEST 0 SE S Byrdwaters DESIGN,Ilc G F _ .057 S.F. t, 3939 Black Gold Dr ,�, �� I IN CLEA ING \� oma\ EXI TIN T� ]MBE r EXI TING TON DRI EWAY � Dallas,TX 75247 ":':'. (214)460-2673 8 \ IMT ( 60 95 093 y o .... .. �o - TO BE TO �E REMOV D o-ZLUF__ SQA REMOV I I N �.F FqN\ \ U.P. '.'. .'.'.' ....'.....'.'.........' - � / J� 40 2 \ Jp S 3 w... ... .. ... F - 'zL: . LA o� N fn 190, \ 41 -7-A U.P. 2019.05.15 LIF PROD.NO. 17086 s \� PROJ.ARCHITECT DE DRAWN BY: Author CQ )C R LA .o �Fq q�=`-•- —1 SET ISSUE DATES 'y0C '. ' ._... . DA1F IJ'JUE 2018.10.12BID SET .019.01.11 BID REVISIONS O R O 2019.0,�.08PERMIT SET— PRE TRUSTEES . ... , 2019.05.15PERMIT SET— TRUSTEES REV yioy grFR 7 6R° U.P. REVISIONS `\ NO. DATE DESCRIPTION NOTES go 1. LOT AREA: 540,391.47 SO. FT. (12.41 ACRES) 2. ZONING DISTRICT: R-40 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. O 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE '2 PROPOSED SANITARY SYSTEMS. CJS' SCALE: 1"=50' 0 50 10oPERMIT SET 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL 0 THE RAYNOR GROUP,P.E.&L.S.PLLC DATUM OF 1988 (NAVD88). �O\� SURVEYORS CIVIL ENGINEERS SITE PLANNERS C� ® DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 (631)726-7600 J z EXISTING z W ai UI EW E (nCONDITIONS 8c UY 6 fy 0 DEMOLITION Lz - -6; N LL LAN U N 0 O p J n .S O U r m r a @ E m � LL c 0 d U 0 6/4/2019 4:18:11 PM Awoma Molm ONO. 6 on L Q O m LL m LO Y ,t1 .ORI Y J .a O r N N LO O M O LUrl- d• O W (n N U LL Q N O E- Xc + . . .C. . . . . . . . . . . . . - > (/� LLT c>s LL N N O L \G = ZM � ~ OM 3 . . . . . . ' oma \Cn Z N O \ M Q N W O Z O E 0� 1 . PROP SED H-FRAME W/ U) 0- . . . . . . . . MOUNTED ELECTR'1C 7ER �. \ P POSED ELE TRIC SERVICE . \ S . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . FOR S.C.D.H.S. USE ONLY PROPOSED SILT FEN E TO BE N � .. � TR1`NCHED IN §SAND STAKED ,, � O . TOp AYBALES TO,-BE RECESSED A p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \O MIN. OF 4" INTO THE GROUND o' . \e�tifr (SEE DETAIL) - ° SCA CLEARING CALCULATIONS 70 \ y �/ , GRADE EL.: ±37.0' LOT AREA = ±540,391 S.F. . . . . . . . . . . . . . . AREA OF ALLOWABLE CLEARING . . �. . . .. .. ° I lP 2' ±540,391 S.F. X 15% _ ±81,059 S.F. C4 � MIXED SAND . . . . . . . . . . '-D . lJ� \ AND LOAM (SC) EXISTING CLEARING = ±60,950 S.F. (11.3%) 3� . . . . . . . . / E N c5` EL. 35.0' PROPOSED ADDITIONAL CLEARING = ±10,600 S.F. 2.0% GREATER THAN 20% o_ ( ) RISINGG_GREATER.=THAN.20'.. - �O TOTAL PROPOSED CLEARING o _ BROWN SILTY ±60,950 S.F. + ±10,600 S.F.= ±71,550 S.F. (13.3%) . . . . . . v. . . . . . . . PROP ED GRAVE NEW Y I 1 SANDS (SM) NORTHFORK. . . . . . . . . . . . . . . EL. 34.0' EXISTING CLEARING LIMIT AS PER KENNETH M. WOYCHUK LAND SURVEYING, PLLC. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 At �OPOSED D (NAGE \41U.P. g CUT & FILL CALCULATIONS 30 " ° (1) 8x10 LCHING POOL . . . . . . . . . . . . . . . . . / FOR LAND CAPE AREA 1 14' PALE BROWN VOLUME OF EXCAVATION TO CONSTRUCT PROPOSED STRUCTURES: 1,468 C.Y. ?8 �Q� / FINE SAND (SP) RESIDENCE / GRATE 39.5 VOLUME OF FILL TO CONSTRUCT PROPOSED GRADES: 461 C.Y. ' CP. VOLUME OF MATERIAL TO BE EXPORTED: 1,007 C.Y. -.26' . ..... ... . . OQ p o ° / EXISTIN ARAGE TO m ��j6�-REId(OVED (DASHED) / U.P. EL. 20.0' 5250 VA N S TO N THE VOLUME OF SOIL MATERIAL TO BE REMOVED FROM THE SITE AFTER r � . . ESTABLISHING PROPOSED GRADES IS APPROXIMATELY 1,007 CUBIC YARDS. °� ° ' / TEST HOLE / DUG BY MCDONALD GESOCIENCE ROAD THE VOLUME OF FILL AND EXCAVATION INDICATED HEREON IS BASED ON o % / S GEOMETRIC VOLUME CALCULATIONS AND IS APPROXIMATE. NO ATTEMPT HAS BEEN / �/(� APRIL 20, 2018 MADE TO FACTOR FOR COMPACTION, SPILLAGE AND OTHER VARIABLES. .'P OPOSED DR AGE 1 -' ° ' :/ �! // /�6 V� (NO G.W. ENCOUNTERED) CUTCH 0 G U E N Y (1 3) 8X5,LMACHIN 1 ' / 0 THE CLOSEST USGS MONITORING WELL LOCATED IN > 2 COVERAGE CALCULATIONS T . POOLS FOR G VEL 7 oMIN.E/BARN -o - o o ® y� °��/ 113.3' ` ��'� O THE TOWN OF SOUTHOLD LISTS THE HIGHEST LOT AREA = ±540,391 S.F. OE OF &G . . . . . . . D vW/Y ) CAT G C�1S � , b l p X 1 �/ / P�A RECOABOVRDED GT OU SPECIFIC VERTICADWATER OLN DATUAS M 11935 AREA OF BUILDABLE LAND = ±215,437 S.F. F \ L8.0� o T.Wo 4t0 0 �U USGS WELL N0. S 91814.1 / 7 5� B.W. X0.0 Af- ALLOWABLE BUILDING COVERAGE _ ±43,087 S.F. (20%) XISTI c L� ING MIT ° . - ° - ' ° �o �, ARCHITECT EXISTING BUILDING COVERAGE: a / /� s \ Lake]Flato Architects,INC / 0,95 S. 8X16 8X S MAIN HOUSE _ ±3,077 S.F. ( �� 40.0. , o / O, /y O 331 Third Street GUEST HOUSE _ ±1,057 S.F. / �/ �� - San Antonio,TX,78205 GARAGE = ±1,007 S.F. TOE OF SLOPE - ° . 10 MWN.- ° u �� 39.3 \ (210)679-2327 ROPOSED IL FENCE TOB i / PROPOSED 52. LONG RETAINING WALL BOAT HOUSE = ±331 S.F. _ _ T.W. 46.0 Rl`N HE IN 6 AND ��E , OVERHEAD . o b / HEIGHT VARIES WITH RADE PROPOSED WATER SER E TOTAL = ±5,472 S.F. (2.5%) - HAY8ALES�•f0 B"ECESSED A / // �' o . RAc oDObR$ o S°'; �� o �;' B.W. 39.3 CIVIL ENGINEER PROPOSED BUILDING COVERAGE: MCN OF 4" I TO T GR0�1 , o _ ° _ ° _ °;' 1400 , O E`f $' G • R- 0 39.4 ' The Raynor Group,P.E.&L.S.PLLC MAIN HOUSE = ±2,159 S.F. EE AIL) G g p / MAIN HOUSE PORCH = ±344 S.F. / o . ° O,G'�°'� �F, Y p. � r 860 Montauk Highway,P.O.Box 720 GUEST HOUSE = ±1,057 S.F. 0P 8X6 ° 0,5 O O 5 .t1p OPOSED SANITARY SYSTEM Water Mill,NY 11976 GUEST HOUSE DECK = ±339 S.F. T.W. 46. (1) FUJI-LEAN CEN-5 TREATME TANK (631)726-7600 GARAGE/BARN = ±1,479 S.F. COQ / Q�OG��OFOQJO��� 5Q B.W. 39.4 �� �\ / PROPOSED DRAINAGE & (1) 8' Dom. 12' DEEP LEACHING POOL POOL = ±891 S.F. PROP S D WATER ERVI / o� PSP O F� �, 'Sg 9 \ o W/ ROOM F0 EXPANSION LANDSCAPE ARCHITECT G 5 F 1 1 1 8X3 LEACHING�F'OO-- /- Margie Ruddick Landscape POOL DECK = ±587 S.F. ��� Q0OQO F GFS' �� \ F R GUEST HOUSE EXISTING RETAINING WAL �� 11 Neperan Road Unit 6 P POOL EQUIPMENT BUILDING = ±144 S.F. BOAT HOUSE = ±331 S.F. / 8X7 G� F P \ A = Tarrytown,NY 10591 TOTAL = ±7,331 S.F. (3.4%) W, 0) / 4 _ - 24.3' (212)796-5087 DRAINAGE CALCULATIONS i ti1i/� °�' 'N l ° i C�OPDSEb / ��o `' -�PROPOSED ° 20.2' 28.8' DR DRA NAGE 1_) 8X3 LEACHING POOL STRUCTURAL ENGINEER MAIN HOUSE EN L�SED PORCH Qo ELECTRIC s.s - EXISTING 1 STORY FOR GRAVEL DRIVEWAY ° � ROOF = ±2,503 S.F. X 1.0 X 2" = 417.2 C.F. / 8X2 FRAME GUEST HOUSE GRAT EL. 45.0 Benson Woodworking Company,Inc. w , EL. 39,, SERVICE , INTERIOR TO BE RENOVATED -- 6 Blackjack Crossing TERRACES = ±1,005 S.F. X 0.9 X 2" = 150..8 C.F. O 44' TO / \ PROPOSED DRAI E ------ w / 8X3 N 3 EXISTING/PROPOSED BEDROOMS N Walpole,NH 03608 TOTAL = 568.0 C.F. ti BLUFF / / y,`� \ ye,• I C.O. (1) 8X2 LEACH G POO N PROPOSED PUBLIC WATER o) (603)439-2016 USE (2) 8' DIA. X 7 DEEP LEACHING POOLS = 591.4 C.F. ±48,// \ \ \ NDSCAP AREA 2 F.FL. 44.5 ° LANDSCAPE AREA 1 = ±23,477 S.F. X 0.1 X 2" = 391.3 C.F. BL�FI` /� / 6 \� \� RATE 45 % o 19.5' G.F.A.,±1,057 .F's � M/P ENGINEER 6 �O PROPOSED ON-GRADE Ripcord Engineering Inc. USE (1) 8' DIA. X 10' DEEP LEACHING POOL = 422.4 C.F. / \ / l \ ° WOOD DECK EL. 44 2.4" 9 / \ / \ ±339 S.F. N P 9 9 LANDSCAPE AREA 2 = ±3,313 S.F. X 0.1 X 2" = 55.2 C.F. / Lo F•FL• 2s.o' 10' \ PO land,Box M 5 / A 39 \ o \ � ° I Portland,ME 04101 USE (1) 8' DIA. X 2' DEEP LEACHING POOL = 84.5 C.F. ± 9' TO \ �,�'o\ \ rn. PROPOSED JI CLEAN CO TROL ® 1 SX \ P OPOSED G AVEL DR VEWAY (207)835-4060 B UFF < F °tiA°s\ \ �O' PANEL AND GFCI-OG7TLET M UNTED GRAVEL DRIVEWAY ±3,941 S.F. X 0.6 X 2" 394.1 C.F. ° \ \ s� \°��F o \ SF e� - �O -- ON WOOD P ST (CONNECT 0 44 J \ Oo, GARAGE/BARN = ±1,479 S.F. X 1.0 X 2" = 246.5 C.F. \ c 0 \ T C/F -� GARAGE PO R SUPPLY) �, LIGHTING DESIGNER TOTAL = 640.6 C.F. \ p� \ Fp`c \ eq F \ 40 9 \ � \ C� 1-1 ( FE 8' Byrdwaters DESIGN,Ile - :�77 USE (3) 8' DIA. X 6' DEEP LEACHING POOLS = 760.3 C.F. F F �� F\ \ ° PROPOSED MAC10OR LOWER W/ \ PROPOSED ELE RICAL 3939 Black Gold Dr < LIMIT OF FLOOR \ I ULATED ENCLOSURE (TO BE �° LINE/CONDUIT/ ROM TREAT ENT �i Dallas,TX 75247 GUEST HOUSE: ,° ELEVATION H WIRED TO CONI OL PANEL) S, �, / TANK TO COJVTROL PANEL 92 (214)460-2673 ROOF = ±1,057 S.F. X 1.0 X 2' = 176.2 C.F. \ \ \ o - PROPOSED LANDSCAPE WA 5' GRAVEL DRIVEWAY = ±392 S.F. X 0.6 X 2" = 39.2 C.F. GT \ \�A� \ \ A / \ A 2$'� 1 IES WITH GRA MIN �O TOTAL = 215.4 C.F. \\\�'A\ \\ G.O. Ile LENGTH = 0' _ 42 \° PROPOS/ AIR SU USE (2) 8' DIA. X 3' DEEP LEACHING POOLS = 253.4 C.F. . . . . . \\ y�\ \ / \ \ b� T.W. WGRADE / / V. PROP C7 UJI CIL POOL EQUIPMENT STORAGE BUILDING: \\ o \ da F.FL. \ / ?° ��, CI 0 TLE MOUNTED N D \ 37\ \ �. / OST (CON EC 0 POOL ED MENT POOL BACKWASH = ±891 S.F. X 5% X 5' = 222.8 C.F. \ \ \ TEST - 36 \ FORAGE UIL CNG POWER S P LY) ROOF = ±144 S.F. X 1.0 X 2" = 24.0 C.F. ,. \ / ° TOTAL = 246.8 C.F. ]6' \ 33.0' \_ // // HOL _ 36 / \ y 4 / / 14.4' SED MA 8OR BLO W USE (1) 8' DIA. X 6' DEEP LEACHING POOL = 253.4 C.F. . . . / ° -_ /-----_-- �EG� NSULATED�NCL SURE 0 B W.V. F FL ,' / 36 l / PROPOSED STORY � __ ARD TOC E ) OS / to W7EED OLP L SANITARY SYSTEM 1 - MAIN HOUSE & GARAGE/BARN HOUSE W/ BA ENS-/\ / // /� y,� \�� -- ------------ ------- ----- --- PROP a N1b ROPOPOOL EQ IPMENT HYD. 4,BEDRO \ \ A. TREATMENT TANK EXIST G DW LING PROPOSED`PUBLIC WATER�� -j 36/ 8X7 SLP 20' \ 8X6 / STORAGE N SLAB \\ G.F.A. ±2,159 S F. THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. &'BRICK P�T10 \ / / �g / 'DR ' Ste. MAIN HOUSE: FOUR (4) BEDROOMS X 110 G.P.D. PER BEDROOM = 440 G.P.D. TO REMOVED EX TING TIMBER WALL TO \ / MI E�- F.F . 46 O� GARAGE/BARN: TWO (2) SCDHS BEDROOM EQUIVALENTS X 110 G.P.D. PER BEDROOM = 220 G.P.D. (DASH ) \ / 20' P. O� // G.FA. ±144 S.F. TOTAL = 660 G.P.D. E REMOVED (DASHED) /---��g TO ±2T TO USE ONE (1) FUJI CLEAN CENT TREATMENT TANK (700 G.P.D. RATED CAPACITY) \ BLUFF B `\ MIN. PROPOS EXI ING CLEARING LIMIT B. LEACHING SYSTEM UTO F � (±60,950 S.F.)'' _ `� � � \ SCALE: 1"=20' THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL ... � \ I \ PROP SED DR 1NAGE 0 20 40 60 SIDEWALL AREA FOR A FIVE (5) OR SIX (6) BEDROOM RESIDENCE. v' ,;= _ 32 \ (1) 8 6 LEAC�NG POOL / THEREFORE, 400 S.F. / 25.1 S.F./V.F. = 15.9 V.F. . . . . . . . . j \ FOR POOL EQU PMENT USE ONE (1) 8' DIA. X 16' DEEP LEACHING POOL = 16.0 V.F. t14'.T0. Tt - PR POSED ANITARY S STEM STORAGE BUILDING & POOL /� 2019.05.15 LIF PROD.No. 17086 t2 TG-BLUI F__ (1 FUJI C EAN CEN-�1 TREATM NT / EQUIPMENT BACKWASH (n SANITARY SYSTEM 2 - GUEST HOUSE �6 - I T NK, (1) JUNCTION ANHOLE, (1) q)\00� I PROJ.ARCHITECT DE DRAWN BY: Author r� . . . . . DIA. X 16 DEEP LEACHING FOOL �� cs UD P A. TREATMENT TANK Q . • • • . . . . . . . P 001 SED DRAINAG j W/ R00 FOR 50% EXPANSION O N THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. OF 2) X7-LEACHING I ` 00 �? _ POOLS,FOR MAIN NOUS 0 PROPOS D CONTO R SET ISSUE DATES THREE (3) BEDROOMS X 110 G.P.D. PER BEDROOM = 330 G.P.D. \�-: \ T -� USE ONE (1) FUJI CLEAN CEN5 TREATMENT TANK (450 G.P.D. RATED CAPACITY) . AREq. �pPiNG EQU. .. . PROPOSE6IECTRI AL qp�, 6\ (DASHED) AIL ISSUE O EATER:THAN_20� LINE/COT FROM CONTRO 6 A \ 018.10.12 BID SET B. LEACHING SYSTEM 9i� \ \ PROPOSE CLEARI G LIMIT SING GREATER THAN 0 : PANEL TO Ai11�RESIDE CE 1r / 2019.01.11 E1ID REVISIOrJs THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL - _ 2019.03.08PERMIT SET- PRE TRUSTEES SIDEWALL AREA FOR A ONE (1) TO FOUR (4) BEDROOM RIESIDENCE. 6' , THEREFORE, 300 S.F. / 25.1 S.F./V.F. = 11.9 V.F. .. \ \ 32 PROPOSED 4 HIGH POOL FENCE TO 2019.05.15 PERMIT SEI- TRUSTEES REV USE ONE (1) 8' DIA. X 12' DEEP LEACHING POOL = 12.0 V.F. �6 2� �! MEANDER HROUGH EXISTING P OP AIR SUPPLY L'U� Sl VEGETATION, W/ SEL LATCHING GATES THE FUJICLEAN MODEL CEN5 & CEN7 TREATMENT TANKS DO NOT UTILIZE ANY ADDITIONAL VENT ) \ PROPOS SILT F CE TO BE PIPES. THE CEN5 & CEN7 VENT THROUGH THE MAIN SANITARY LINE AND HOUSE VENT. PROPOSED-ELECTRICAL �- TRENCHED IN 6" Af�D STAKED LINE/CONDUFIT FROM TREATMENT HAYBALES TO BE RECESSED A NOTES ANK TO CONTROL PANEL MLN. OF 4" INTO THE GROIJN �4 � (SEE DETAIL) 1. LOT AREA: 540,391.47 S.F. (12.41 ACRES) E OF OPE _ �z - REVISIONS 2. ZONING DISTRICT: R-40 J NO. DATE DESCRIPTION 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON / 9z ' THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPAREDcad �r BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST DATED . . . / �� / C/,c• AUGUST 10, 2017. 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE ��- T PROPOSED SANITARY SYSTEMS. 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL 01 I DATUM OF 1988 (NAVD88). 6. APPROXIMATELY ±6,741 S.F. OF CLEARING PROPOSED WITHIN 100 REA SLO IN QUAL R �� � \GR TER T�iAN 0% . PERMIT S E T FEET OF THE TOP OF BLUFF OR BANK. ISI GR TE_ THAN AZO' ® THE RAYNOR GROUP,P.E.&L.S.PLLC 7. AREA OF DISTRURBANCE _ ±66,895 S.F. N \� SURVEYORS CIVIL ENGINEERS SITE PLANNERS DEERFIELD GREEN P.O.BOX 720 ® WATER MILL,NY 11976 (631)726-7600 z W i U m I M w M U 4Ei 0 'O = LLY ry SITE PLAN m 0 L. E ? 60 0 0 LL z 6 N m m li C U m p p J a 'S O U r m r a ; m a _m LL C U U 0 6/4/2019 4:18:11 PM ar CIIHI rac ru oMe. J t u Q 0 m Y LO a C) r' N N Ln © 00 0-) E W ti d' p W U) N U LL Q N O X O .- U) UJ - () W (I7 C) -_ -- LL. N � OLr) I W CU -1/2"VENTILATION PIPE B 2 z M SCUM BAFFLE CHAMBER Volume(gal) O M 20" MANHOLE W POLYLOK FIBERGLASS LOCKING `2 • 1 Anaerobic nchanCh 397 � / 2'-11�" '-8�" •-1" © Anaerobic Filtration Chamber 396 COVER, HDPE RISER AND SAFETY SCREEN O Aerobic Contact Filtration Chamber 181 \s / ,RECIRCULATION Storage Chamber 90 Z (V s a`" AIR LIFT PUMP © Disinfection Chamber 6 M 24" MANHOLE W POLYLOK FIBERGLASS LOCKING _—CYLINDER (O Total Volume 1069 Q N JUNCTION MANHOLE / CYLINDER(OPTIONAL COVER, HDPE RISER AND SAFETY SCREEN - - ) -,/z"VENTILATION PIPE " CHAMBER Vol Lane(gal) Z � SCUM BAFFLE B-11 Ql Sedimentation Chamber 277 ��` "OUTLET PIPE SPECIFICATIONS 7-10�' (SEE DETAIL) 4"INLET PIP -- .� �`; :' f% 4" DIA. CLEANOUT r a JA Anaerobic Media PP/PE Filling Rate 32% Q Anaerobic Filtration Chamber 278 Q N 4'-8 Board T pe Aerobic Media PVC/PP/PE Filling Rate 17% 2-10 2-7 -0 --y (3 Aerobic Contact Filtration Chamber 127 (SEE DETAIL) SEE DETAIL BELOW SAFETY SCREEN %© Aerobic Media PP/PE Filling Rate 5s% ,._,.f� \s its, Blower 2 8 elm g .. AIR RECIRCULATION PUMP Storage Chamber 63 •�• FFLUENT Tank FRP :,,,` ISINFECTION © Disinfeetwn Chamber Total Voltirne 749 RESIDENCE FOR GARAGE/BARN INLET BAF AIR LFT PUMP -- _ -- CYLINDER(OPTIONAL) ® � Piping PVC/PP/PE - .� Access Covers Plastic/Cast iron 4"INLET PI A f ..�`y ` '•�' /% a- OUTLET PIPE SPECIFICATIONS Q \s Disinfectant(Optional) Chlorine Tablets 4_O " 1' �q Anaerobic Media PP/PE Filling Rate 32% F.FL. EL. ±37' GRADE: 38 GRADE: 35.5 GRADE: 35 1 IR INTAKE ; Board Type Aerobic Media PVC/PP/PE Filling Rate 16% RECIRCULATION PIPE LE BAFFLE \, t\ \i " © Aerobic Media PP/PE Filling Rate 57% „ FLOW ENING (TYP. (CLEANING OPENING) B "� FFLUENT 12 1' MIN •'� AIR LIFT PUMP TankBlower FRP fm 4" DIA. SDR-35 PIPE 6 PRECAST (1/4"/FT MIN. SLOPE) 4" DIA. SDR-35 PIPE ML 4" DIA. SDR-35 PIPE 2.5' MAX CONCRETE SLAB PLAN VIEW © ;'- .O fPiping PVC/PP/PE INLET BAF FL MIN. SLOPE) (1/8"/FT MIN. SLOPE) Access Covers Plastic/Cast Iron INV. INV. Disinfectant(Optional) Chlorine Tablets -DISINFECTION 4'MANHOLE RECIRCULATION PIPE OW BAFFLE 33.78' 33.10' INV. INV• INV. INV. BACKFILL AROUND LEACHING 18"MANHOLE(TNP 18"MANHOLE(TYP 24 MANHOLE(TYP CriINDER(OPTIONAL) FLOW OPENING(TYP. (CLEANING OPENING) B /2"AIR INTAKE 2' OF CAST IRON PIPE 33.00' 32.45' 2" 32.28' 32.20' 32.9' 26.3' POOLS WITH 3 MIN. COLLAR LOW OPENING EXTENDING THROUGH � 8' PLAN VIEW FOUNDATION OF BUILDING EL. 32.25 a. . OF CLEAN SAND AND GRAVEL „ CARD TYPE 18"MANHOLE(TYP 18"MANHOLE(TYP 24"MANHOLE(TYP —DISINFECTION 4"MANHOLE _ VA ONTACT MEDIA CYLINDER(OPTIONAL) OW OPENING BOTTOM OF TANK EL. 27.37' 2' GARD TYPE FUJI CLEAN MODEL CEN-7 ' CONTACT MEDIA 3 i • ECIRCULATION I I SSEMBLY 16 V.F. ;tr® ' 5•-5' 5•-5" ECIRCULATION 7 ASSEMBLY EROBIC MEDIA 4-a8� 4'-3 " O 4•_2UTIIL ZE SANITARY LINE FOR 3 ERATION ASSEMBLY TREATMENT TANK VENT. AEROBIC MEDIA NORTHFO' RK SECTION A—A VIEW SECTION B—B VIEW Z ERATION ASSEMBLY SECTION A—A VIEW SECTION B—B VIEW RESIDENCE BOTTOM EL. 16.53' SANITARY SYSTEM PROFILE 1 — MAIN HOUSE PRECAST CONCRETE LEACHING POOL FUJICLEAN CEN-7 SPECIFICATIONS NOT TO SCALE FUJICLEAN CEN-5 SPECIFICATIONS 5250 VAN S(10' DIA. X 16' EFFECTIVE DEPTH) NOT TO SCALE NOT TO SCALE TON ONE (1) REQUIRED ROAD V 3' (MIN) TO GROUND WATER p GROUND WATER EL. = ±13.41 ' (HIGHEST EXPECTED) CU TCH OGU E, NY, 11935 I ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 COVED MANHOLE (AS (210)679-2327 JUNCTION MANHOLE S TE R OTHER SLATE T OR OTHCOVER R f PER SCDHS STANDARDS) INDOORS I OUTDOORS 4 DIA. CLEANOUT (SEE DETAIL) STOPPER OR STOPPER OR CIVIL ENGINEER (SEE DETAIL) END PLUG END PLUG GARAGE BARN GARAGE I CONTROL PANEL IN—,, OWTS CONTROL PANEL The Raynor Group,P.E.&L.S.PLLC / ADJUSTABLE LOCKING TYPE 'F' POWER I NEMA 4X ENCLOSURE 860 Montauk Highway,P.O.Box 720 GROUND Water Mill,NY 11976 CAST IRON FRAME AND COVER PROVIDE TWO 20A, PANEL 1 LUG (631)726-7600 ±39.5' (TO BE WATER TIGHT GRADE EL. 38' 1–POLE CIRCUIT BREAKER 4 2 3 7 5 6 G 1.-If..".3. 111.1::... s MAx 8" MIN TRAFFIC BEARING 2#12#12G INGRADE. 38 " AND INSECT PROOF 2 L NO•::� ) 2•MAXELD —� TO MEET AASHTO-H2O IN GARAGE POWER PANEL I [SCHEDULE VC CONDUIT 1 12 1 12, CONNEIC110N LANDSCAPE ARCHITECT 4" DIA. SDR-35 PIPE VARIES (1/4"/FT MIN. SLOPE) 4" DIA. SDR-35 PIPE 20A I 2G Margie Ruddick Landscape (1/4"/FT MIN. SLOPE) 11 Neperan Road Unit 6 VARIES STEPS ARE TO BE COPOLYMER JOINT SEALANT TO 20A I Tarrytown,NY 10591 INV. INV. TO TREATMENT TANK (SEE POLYPROPYLENE COATED Y2" 2#18 1 12, 2 12, INV. PROFILE ABOVE) SEWER STEEL BARS ® 12" O.C. 1 BE 1 BUTYL RUBBER I 2G #1213 (212)796-5087 2' OF CAST IRON PIPE 34.15' 33.10' 33.00' PIPE FOR ALL JOINTS SEWER EXTENDING THROUGH 50.6' EL32.25' PIPE PROVIDE NON-SHRINKING STRUCTURAL ENGINEER . FOUNDATION OF BUILDING CONCRETE INVERT MAST JOINT SEALANT 30' ELBOW FORMED TO AT t— S JOIN DUPLEX RECEPTACLE INSTALLED IN WP AIR Benson Woodworking Company,Inc. COMP 6 Blackjack Crossing 3 WEATHERPROOF ENCLOSURE _ Walpole,NH 03608 45' ELBOWS LEAST /4 OF THE g DIA. OF THE PIPE I EL. 3 .00 CAST IN PLACE FLEXIBLE �/ L 5" RUBBER SLEEVE WITH FINISHED GRADE V FINISHED (603)439-2016 STAINLESS STEEL STRAPS GRADE L 48" I.D.---JOR FLEXIBLE RUBBER BOOT M/P ENGINEER Ripcord Engineering Inc. NOTE: 45' ELBOW NOTES: PO Box 4175 UTILIZE SANITARY LINE FOR 1. ALL MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478, Portland,ME 04101 TREATMENT TANK VENT. NOTES' NOTES:LEANOUT DETAIL FOR AREAS NOT so' WYE LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST ONSITE WASTEWATER— SUBJECT (207)835-4060 t. CLEANOUT DETAIL FOR AREAS NOT REINFORCED CONCRETE MH SECTIONS. TREATMENT SYSTEM PUMP SUBJECT TO VEHICULAR TRAFFIC. SUBJECT TO VEHICULAR TRAFFIC. ALARM EFFLUENT -_ FLOAT 2. CLEANOUT DETAIL FOR USE WITH 2. CLEANOUT DETAIL FOR USE WITH 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' FLOAT PUMP SWITCH 45' BENDS. BUILDING EXTENSION/CONNECTION. HEIGHTS, AS REQUIRED. SWITCH LIGHTING DESIGNER 3. LOADING TO CONFORM TO AASHTO H-20 LOADING Byrdwaters DESIGN,Ilc SANITARY SYSTEM DETAIL — GARAGE/BARN CLEANOUT DETAIL CLEANOUT DETAIL 4. ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET. 3939 Black Gold Dr NOT TO SCALE NOT TO SCALE NOT TO SCALE 5. OUTLET PIPE TO BE SET 0.1' MIN BELOW INLET PIPES. OWTS SINGLE LINE DIAGRAM Dallas,TX 75247 6. THE MAX CHANGE IN EL, BETWEEN INLET AND OUTLET NOT TO SCALE (214)460-2673 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 COVER, HDPE RISER AND Reinforced Silt Fence SAFETY SCREEN 4" DIA. CLEANOUT WOVEN VIRE FENCE SYMBOL GUEST HOUSE (SEE DETAIL) SAFETY SCREEN CHIN. AUGESH F.FL. EL.: ±44.5' 10' MAX C. TO C. SPACING) GRADE: 43' GRADE: 43' 36' MIN. LENGTH FENCE POSTS DRIVEN MIN- 16' INTO GROUND. 12" MIN z.s'Minx 6" PRECAST 4" DUI. SDR-35 PIPECONCRETE SLAB HEiGHr of FILTER 2019.05.15 LIF PROJ.NO. 17086 (1/4-/FT MIN. SLOPE) 4" DIA. SDR-35 PIPE ^F'.,• _ (1/8'/FT MIN. SLOPE) '' 18' MIN. FOR S.C.D.H.S. USE ONLY 2' OF CAST IRON PIPE"-*, IPE INV 40.15' 3919NV 4 2 INV. INV. BACKFILL AROUND LEACHING �' MIN PROJ.ARCHITECT DE DRAWN BY: Author 39.69' EXTENDING THROUGH 10' W W W W POOLS WITH 3' MIN. COLLAR PFR P ��/TINE VIEW 8' VISUAL 4.26' 36' MINFENCE POST SET ISSUE DATES FOUNDATION OF BUILDING OF CLEAN SAND AND GRAVEL BEACON . SYSTEM WOVEN VIRE FENCE (MM 14 DAIS ISS IE GAUGE W/ MAX" 6' MESH 018.10.12 BID SET CONTROLLER/ALARM SPACING) WITH FILTER CLOTH 2o,MtN BOTTOM OF TANK EL. 35.52' FLOW 201Y.01.11 BID REVISIONS 450 GPD TREATMENT TANK IAiDISTURHEO GROUND 2019.03.08PERMIT SEI– PRE TRUSTEES COMPACTED SOIL 2019.05.15PERMIT SCT– TRUSTEES REV FUJI CLEAN MODEL CEN5 EMBED FILTER CLOTH 16'MIN. 12 V.F. ELECTRICAL & MAC "R" AIR BLOWER A MIM OF 6' IN GROUND. CONTROL TO BLOWER TO BE HARDWIRED TO secDM TI 'v`w NOTE: UTILIZE SANITARY LINE FOR CONTROL WIRING CONTROL PANEL CONSTRUCTION SPECIFICATI❑NS TREATMENT TANK VENT. 120 VOLT OUTLET TO OWTS COMPRESSED AIR T OR STAPLES POSTS SHALL HE STEELEITEtER�'T'TUR 'UF'CTYPE SOR HARIIVMD, TIES LINE TO OWTS e. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24' AT TOP AND MID SECTION. FENCE SMALL BE WOVEN VIRE, REVISIONS b' MAXI" MESH OPENING. 36" MIN. INSULATED 3. WHEN TWO SECTIONIS 13F- FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- NO. DATE DESCRIPTION BOTTOM EL. 28.03' BLOWER MARAFIDBY 100XsSTAIX INCHES LIINKA T140N,, 13RDAPPRD EDCEa!V SMALL BE EITHER FILTER x, 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 ONE (1) REQUIRED 'BULGES' DEVELOP 1N THE SILT FENCE. ADANNEEWPTYWK S a•°C roEPARTNIENT OOF TRaNS IIA 7A"ON, REINFORCED GRADE NEW YORK STATE DEPARTNENT OF ENVIRONMENTAL CIINSERVATION, p 3' (MIN) TO GROUND WATER p NEV YORK STATE SOIL i VATER CONSERVATION MKWTTEE SILT FENCE GROUND WATER EL. _ ±13.41' (HIGHEST EXPECTED) November 2016 Page 5.56 New York State Standards and Specifica- o tions For Erosion and Sediment Control ® PERMIT S E T IS THE RAYNOR GROUP,P.E.&L.S.PLLC SANITARY SYSTEM PROFILE 2 — GUEST HOUSE CONTROL PANEL AND BLOWER DETAIL SURVEYORS CIVIL ENGINEERS SITE PLANNERS c� NOT TO SCALE NOT TO SCALE DEERFIELD GREEN P.O.BOX 720 I zWATER MILL,NY 11976 (631)726-7600 Lu U � I w E to aE O a = u_ YI cu LL DETAILS E _ 6 lY o O tl Z 6 N d E �- G U d " 2 J T � O U .E L c d � m a m C U U J 6/4/2019 4:18:11 PM 119&0%C ➢D•r=Q4® DIMIC. . a s t Wt 0 a -9 Lr) L0 Q 0 o N N L0 W ti ,q p I' W (qN U �! � aN HXo 0 N \ O - \ � 1, I--- � -_ N � O Ln Y . . . ,',' �. _ . . . . , _ STANDARD AND SPECIFICATIONS FOR Figure 5.30 Figure 2.1 Figure 5.32 - - M M \G CONCRETE TRUCK WASHOUT Reinforced Silt Fence Stabilized Construction Access Fabric Drop Inlet Protection = Z - . _ . . , _ _ . . . \ 7,77m,y°�M�:Ksq ',M�,t"�.,,_.., t .. leaching of liquids into the ground.The liner shall be plastic O M � . :'"`.• ,.,,.,.. % '`4$ sheeting with eminunum thickness of 10 utas with wholes SYMBOL SYMBOL ,.}pja,'.,..,.,._„c".:,;:... WOVEN PYRE FENCE Q ;1�:" '•'. x,�', ,° or team,and anchored beyond the top ofthe pit with an (MIN. 14 GAUGE SYMBOL 5 '� \ .1.I ` - )A4»w a^ ''' earthen berm,sand bags,stone,or other structural P']t4•VOID FRAME V� Z N Y! MA%.6'MESH 1 34'Mgg. r E%]STING (I a, ^?;>°•' '+'*'p�::r: -'� PAVEMENT Q •.� �.,1_;,,w«-,;;.r _,;Z:i.,q>a2„^ appurtenance except at the access point. 10'MAX C. TO C. SPACING) 5. 1^" R \ ..h?nS!^'+�+°•`-a; ',.* +` ,a-?!, Ifpre-fabricated washouts arc used they must ensure the r Lq MAX, FABRIC Q N _ °ix;,t�.,...,"":3'T,.,d'•,,;L_"�R'-',." R;..'.`. ca ture and containment of the concrete wash and be sized - 36• Mid.LENGTH FENCE MOUNTABLE BERM "-` a :#: ^� POSTS DRIVEN MIN. I6• -/ n >,,.�:. ),< P E%[STING FILTER / w_ i.lT$;; 'Axl". ,, ' 7, r.:: based on the expected frequency of concrete pours.They GRlR1ND CLOTH ( (OPTIMAL) !ll...... ? J STAtCE t'. �G4 O ..':t'" A'. ,, _' {.a shall be sited as noted n the location criteria.a. INTO GRITUND. - ��� `i`„ 1j I Z OT \ - ^t€r x 4 t as r Maintenance - Sti J 3' t U < T_ ., >s;..°-.,'.F,:r`;.:�?, a"•i ` ' ^',i "E w FEIGHT IfT' FILTER .a9-- �l N Ia- •-,„'fir ;,i^'"I „ •All concrete washout facilities shall be inspected daily. - - ., _ :.;e,, 7.+i^ EXISTINGN. - - '^ ff11 i ,"..`' L. Damaeedorleakingfacilnmsshallbedeactivatedand ic�^-�'�li`: •d vJ LL . . . . . �-,,,�, ..,...,._,.;:,:.''.,:.s,:..::.':r$1",.:..:.�.. .,_:: 6'XON. GROUND mr �!1 repaired or replaced immediately.Excess rainwater that • 'a• A' `a' w +• „✓ �• rule 1� mi . . . . PROPOSE 12' X 30' Definition hasaccumulatedoverhardenedconcreteshouldbe / ♦ W r'ar. w* 1 IN 12 MIN EXISTING o pumped to a stabilized area,such as a grass filter strip. PAVEMENT DROP MLET BURIED FABRIC(12' s STABILIZE CONSTRUC ON eER$PEcnvF vIEW ,� BELOV GRADE) '� •Accumulated hardened material shall be removed when Vf TM GATE A temporary excavated Or above ground Tined constructed pit 759%of the storage capacity of the structure is filled.Any FRAME 'e� where concrete track mixers and ui meet can be washed 36' MIN. FENCE PEAT ALAN VIEW • • ' o ENTRANCE (SEE DETAIL) V' aRer their loads have barn discharged,gto excess wash water shall be pumped into a containment L'.. IN• /_- preventhiehly ,c,,Aand WOVEN VIRE FENCE <M " ' IN. 14 �� PROPOSED ILT FENCE T BE \ � alkaline mnnfffrom entering storm drainage systems or properly disposed ofoffsite. GAUGE V/MAX 6' MESH ( i m I" •Dispose ofthe hardened material off-site in a 1. . . . . . . . . . . . . -. . . . . . . . . . . . . . . . TRENCH IN 6 AND AKED , leachtngintosoil. consmtction/demolitionlandfill On-site disposal maybe SPACING) VITH FILTER CLOTH 20114TH. I"6' HAYB S TO BER SSED A N Conditions Where PracticeADnlies allowedtfthishasbeenapprovedandacceptedaspartof FLOW CONSTRUCTI❑N SPECIFICATI❑NS r 1r � II� DRIVE.1. sral(ES the ro'ects SWPPP.In that case,the matenal should be -`•�� -µ A MIN. OF 18' P ) UNDISTURBED GROUND t= 'i BCLW GRADE \ MI . OF 4 INTO E GROUND _ Washout facilities shall be provided for every project where recycled asspecified,or buried and covered with a COMPACTED SOIL i,STONE SIZE-USE 1-4 INCH STUNS,rM RECLAIMED O2 RECYCLED CONCRETE _ TAI � PRO OSED 8'X8' 6 (CRETE concrete will be poured or otherwise format on the site.This minimum of 2 feet of clean compacted earthfill that is EOUIVALENT. '� t ~ AT CORNERS OA (SEE L) (LIMIT OF ' facility will receive highly alkaline wash water from the permanently stabilized to prevent erosion. EMBED FILTER CLOTH 161MIm Z.LENGTH - NOT LESS THAN 60 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A ��' ------- Sz. \O DISTURBAN = ±66 895 S.F.) WAS OUT AREA (SE DETAIL) cleaning ofchutes,mixers,hoppers,vibrators.placing •The plastic liner shall be replaced with each cleaning of A MIN.OF 6' IN GROUND. 30 FOOT MINIMUM LENGTH WOULD APPLY). N equipment,Vowels,and screeds.Under no circumstances will the washout facility. 4'�- C❑N S T R U C T I❑N SPE C I F I C A T I O N S \en ° Q wash water from these operations be allowed ro mfiltrote into •Inspect the project site frequently to ensure that no Sf'CT10N V IF V 3.THICKNESS-NOT LESS THAN SIX(6) INCHES. -7 the sow or enter surface waters. concrete d�uharges are taking place in non-dengrrated 4.WIDTH-TVF,LVE (ice rMT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT 1.FABRIC SHALL HAVE AN EDS OF 40-85. BURLAP MAY tiI- - CP areas. CONSTRUCTION SPECIFICATIONS POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24)FOOT 1F SINGLE BE USED FOR SHORT TERM APPLICATIONS, Desien Criteria ENTRANCE TO SITE. 2.CUT FABRIC FROM A CONT1NUTIUS ROLL TO ELIMINATE JMNTS. IF 1.OR ST LES.WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH VIRE TIES 3,GEOTE%TILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STYE. JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. \ Capacity:The washout facility should be sized to OR STAPLES.POSTS SHALL BE STEEL EITHER 'T. GR'U' TYPE OR HARDV(BID. ` •/ contain solids,wash water,and rainfall and sized 6 SURFACE WATER - ALL SURFACE WATER FLDVYhIG OR DIVERTED TOWARD CON- 3.STAKE MATERIAL .1$ WII� 8E TANVR x 4•WOOD OR EOMIALENT. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN VIRE FENCE WITH TIES MCtAI WITH A MINIMU)(LENGTH OFET. _ o _ allow for the evaporation ofthe wash water and STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE,IF PIPING IS . . . . . . . . . . . .�O . . , , , , , , . . , , , , , . , . , \ , ' \ rainfall Wash water shall be estimated at 7 gallons SPACED EVERY 24' AT TOP AND MID SECTION. FENCE SHALL BE WOVEN VIRL, IMPRACTICAL,A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE PERMITTER 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A per chute and 50 gallons per hopper ofthe concrete 6'MAXIMUM MESH OPENING. Ei"AWl iH T U OF VIRE MESH E'V ME FILTE A RIC FO SU T. r, I pump truck and/or discharging drum.The minimum 3 WHEN TWIT SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OYER- 1 ENE TRACKING �FLOW{NG OF SED.. .T ONTO PUBLIC RIGHTS-OF-VAY,ALL 5.FABPIe VAL` p� EMBEnDED FOOT NTNfMUM BELOV GROUN5 AND 0 /1 stzeshallbe6feetbySfeetatdiebeunm and2feet LAPPED BY SIX INCHES AND FOLDED, FiLTER CLOTH$HALL BE EITHER FILTER %, SEDIMENT SPIi.LED.DROPPED. WASHED OR TRACKED PITO PUBLIC RIGHTS-Of-WAY BACKFILLED. IT SHALL 8E SE�URELY FASTENED TO TME STAKES AND FRAME. . . . . . 3 \ deep.Nexcavated,the side slopes shall be 2 MIRAFI 100X.STABILINKA TI40N,OR APPROVED EOUIVALENT. MUST BE REMOVED IMMEDIATELY. horizontal to 1 vertical 8,WHEN WASHING IS REOUTRED, IT SHALL BE DONE ON A AREA STABILIZED ViTH STONE b'OF2TNE 41 FABRIICCDFOORR OVERHFLOWKSTAABBtILETY. AROUND THE CREST . . . . . . . . . CS' ° PROPOS D CONSTR (TION 4.PREFABRICATED LIMITS SHALL WEFT THE MINIMUM REQUIREMENTS SHOWN. D STAGING AREA (CO ER WITH Location:Locate the facility aminimumof100feet from AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE, MAX" DRAINAGE AREA 1 ACRE / drainage swales,storm drain inlets,wetlands,streams and 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN I / I " 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 36 � � - PROP ED WAT RVI E \ q/ 2"-4 OOD CHIPS other surface waters.Prevent surface water from entering the 'BULGES' DEVELOP IN THE SILT FENCE. RAIN. ADAPTED FROM DETAILS PROVIDED BY,USDA-MRCS, FABRIC . S LO.P I N G. EQUAL .O.R.'. .�.�. A, structure except for the access road.Provide appropriate `�.' ADAPTED FROM DETAILS PROVIDED BY.USDA-NRL'S, NEV YORK DEPARTMENT DEPARTMENT IY ENVIRONMENTAL COTIDM, • 'GREATER 'THAN '20% ' � o_/ accesswith agravel access mad sloped downtothe smtcture. NEV YORK STATE DEPARTMENT� TRANSPi1RTAT10M. REINFORCED I ADAPTED FROM DETAILS PROVIDED BY.ifSDA-M2CS, STABILIZED NEW PORI( STATE OEPARTIENT N-ENV1R®l1LNTAL fAJSERVAT!@I, DROP INLET Srgnsshallbeplaced mdirmtdnverstothefacilityaflertheir NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CGNSERVATION, NEW YORK STATE 1KPARTMEMT pr TRAMSPORTATtON. NEV YORK STATE SOIL L WATER CONSERVATION COMMITTEE . . . . . . . . . . . . . . . . . . .RIS.ING. G N.20'.. , / � loadisdisehargea. NEV YORK STATE SOIL L WATER CwSERVATIIXT CaNNOTTCE SILT FENCE I MEW YORK STATE DEPARTMENT IIF ENVIRONMENTAL CONSERVATION, CONSTRUCTION PROTECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ NEV YORK STATE SOIL L WATER CONSERVATION COMMITTEE ACCESS . _ . . . , . . , . Liner: All washout facilities will be lined to piev nt . . . � . . . . . . . . . . . . . . . . . . . . . . . . I - . \ o O • . . A. . . . . . . . . . . . . . PROP E D GRAVE IVEW Y I v-, / ` November 2016 Page 2 24 New York State Standards and Specifications November 2016 Page 5 56 New York State Standards and Specifica- New York State Standards and Specifications Page 2.31 November 2016 New York State Standards and Specifications Page 5.61 November 2016 For Erosion and Sediment Control tines For Erosion and Sediment Control For Erosion and Sediment Control ' n I For Erosion and Sediment Conhnl �_� :- -:::: : \ NORTHFORK xZ� ' �ROPOSED D INAGE U.P. .30 . . .:. �� o ��? , �� (1) 8X10 L CHING POOL FOR LAND APE AREA 1 . , .28 . . , . . lz/ / , 1 / / GRATE 39.5 \ RESIDENCE . . . . . I . . . OPOSED. SOIL STOCKPILE / ROPOSED CO [RUCTION PARKING AREA 26. .' . . . . . . , . . . . . . . . . A. . EE DETAIL) Q. ' 61 o/ ° // / EXISTIN ARAGE TO DRIPLINE / EPO�OVED (DASHE (TMP) 5 2 5 0 VA N S TO N . . . . . .. . . . . . . . I -, D /.D /// U.P. / PROPOSED ONSTRUCTION TRAILER " " " ' " " • ' " ° / . / / //� PROPOSED PO T-A-LAVs ROAD o , / I -o / �� / SILT FENCE . ... ... .. .. P OPOSED DR AGE _' D (SEE DETAIL) (1 3) 8X5 \CHI 1 I� �/, / / / LOCATE ATCORNERS AND C U TC H O G U E, N Y, n o EVERY 10'-O'MAX. SILT FENCE TO EXTEND POOLS R G EL Mg / o O 2"X 4"X 8'STAKES TRANSITIONS FOR 11935 OUTSIDE TREE DRIPLINE TO pF . . • '.'. ..... .'. D SWAY GABA /BAR , / - / v 113.3' �� \ GRADE AROUND ENTIRE PERIMETER OF OCCUR AT POSTS TOPSOIL STOCKPILE, OR TO e�UFF . . , W/ ) C H B S 8' I / Y EXTEND AROUND DOWNSTREAM / j PROP SED CONSTRUCTION HIGH DENSITY POLYETHYLENE PORTION IF STOCKPILE IS ON SLOPE. / (2)2"X 4"CROSS BRACES MESH.SECURE TO TREE ARCHITECT • -/ ,\� STAGI AREA (COVER WITH GUARD OUTER SURFACE WITH / " AS NEEDED TO ENSURE _____---J XIS G LE TNG MIT D/ - O \ 2 -4" OOD CHIPS) FIRM AND STEADY STOCKADE FENCE L L LLLLLLLLLLL GALV WIRE OR STAPLES. �/�'7 LLLLLLL LL LLLLLL L L LLLLLLLLLL COLOR TO BE BRIGHT ORANGE. LakeFlatOArchitects,INC / ( 0,9 S.F BX� d � S 331 Third Street / j � � � �, O ._L LULL L LL LLLLLL L L LLLLLLLL L SOIL 10' I TOE OF SLOPE / /_' D -/' I, / _ 6'-10" LL LLLLL LL LLLLLL L L LLLLLLLLLLL LLI I LLL LL LLLLLL L L LLLLLLLLLLL STOCKPILE �) San Antonio,TX,78205 // 1�' MCN.- PROPOSED 52. ' LON I WA \ LLLLLLL L LLLLLL (210)679-2327 - . . - . . - . . - . . - �� m/0 RH��o o T.W. 46.0 HEIGHT VARIES WI RA PROPOSED WATER SER i� AGE Dob>� � CYI LLLLLLLLLLL / B.W. 39.3RM WS ORIGINAL GROUND SURFACE CIVIL ENGINEER �' D ../' D � � D. (b O The Raynor Group,P.E.&L.S.PLL �O 4�' �' `� ��' ; OI 0 d FINISHED GRADE 2'-O" y p, C PROP EDC STR TIO UM R / , /�°, 5 5� ' 10'-0"MAX(TYP) 860 Montauk Hi hwa P O.Box 720 / `i ��'� ' POSED SANITARY SYSTEM CONSTRUCTION SPECIFICATIONS Water Mill,NY 1y1976Y / 8X6 p / 0,5 rc0 L,&, �P 1. AN ON-SITE DRAINAGE SWALE SHALL BE LOCATED BETWEEN THE TOPSOIL STOCKPILE AND 631 72 O`' P� OO ��, 46. A (1) F LEAN CEN-5 TREATME TANK OFF-SfTE PROPERTY. ( )726-7600 COQ // / Q�OQ�'��OQJON 5 B•W^ 39.4 IV & (1) 8' DI . 12' DEEP LEACHIN POOL N0....4REBAR,EVERY SECOND POST. 2. REFERENCE IS MADE TO THE SILT FENCE DETAIL (ER-3) FOR MATERIALS AND INSTALLATION / �p O ^�''�h 5� \ PROPOSED DR GE W/ ROOM FOR o EXPANSION SECURE WITH GALVANIZED METHODS. PROP D WATE ERV( / a P F, �- l ° U. WIRE AS DIRECTED EMBED 3. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, R SHALL BE STABILIZED WITH LANDSCAPE ARCHITECT / RP G 5 F 0 \ (1) 8X3 LEACHING L MIN.2'-O"INTO STRAW BLANKET OR SEEDED TO MINIMIZE EROSION. OR C,�� , ; FOR GUEST HOUSE 'Q NOTES: 4. INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK AND AFTER RAIN Margie Ruddick Landscape / Q� 's y1 PROPOSED OPEN EXISTING RETAININ PROPOSED TREE ROTEC11ON 1 NOTIFY LANDSCAPE DESIGNER AT LEAST SEVEN 7 DAYS PRIOR TO INSTALLATION OF TREE PROTECTION FENCE. EVENTS IN EXCESS OF HALF INCH (1/2 PER DAY OR EQUAL SNOW MELT. REPAIR OR 11 Neperan Road Unit 6 / 8X7 cQ P ) ( ) REPLACEMENT OF SILT FENCE SHALL BE MADE PROMPTLY AS NEEDED. Tarrytown,NY 10591 God 9/ GF• GRATE FILTER FABRIC, FENCE, TYP. (SEE TAIL) 2) VERIFY FINAL LOCATION OF TREE PROTECTION FENCE WITH LANDSCAPE DESIGNER BEFORE PROCEEDING WITH WORK. 5. SEDIMENT TRAPPED BY THE SILT FENCES SHALL BE REMOVED AND PROPERLY DISPOSED OF (212)796-5087 Poi 6� TIP. (SEE DETAIL) 24.3' 3) TREE PROTECTION FENCE SHALL BE PLACED AT THE CRITICAL ROOT ZONE UNLESS INDICATED OTHERWISE ON PLAN. WHENEVER SEDIMENT ACCUMULATION DEPTH AT THE SILT FENCE IS APPROXIMATELY EQUAL 4 � PROPOSED DRA AGE FENCE SHALL COMPLETELY ENCIRCLE TREES. AVOID POST OR STAKES INTO MAJOR ROOTS. til / � /�'G 4Q 3.8' . � ° TO TWELVE (12) INCHES (ONE-HALF OF SILT FENCE HEIGHT). / PROPOSED / 5� / Q 0 20.2' 28.8' 8X3 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 0Z 8.6' EXISTING 1 STORY FO GRAVEL DRIVE Y 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. / EN LCL E39 50RCH �oe / $2 / FRAME GUEST HOUSE GRAT EL. 45.0 ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING AND COVERED WITH SOIL AS Benson Woodworking Company,Inc. O ti BLUFF / j ---_ � INTERIOR TO BE RENOVATED W SOON AS POSSIBLE. TEMPORARY SOIL STOCKPILE DETAIL 6 Blackjack Crossing PROPOSED DRAT E Walpole,NH 03608 5 8X3 - N 3 EXISTING/PROPOSED BEDROOMS N ) NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE �1. ��' I I C 0 (1) 8X2 LEACH G PO N PROPOSED PUBLIC WATER � ALLOWED WITHIN THE LIMIT OF THE FENCING. NOT TO SCALE (603)439-2016 ±:�� 8' ,r I I . \ ° 2 F.FL. 44.5 ° 6) FENCING SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION. FENCING SHALL NOT BE MOVED OR \ e \ ATE 45 19.5' G.F.A. ±1,057 S.F. REMOVED UNLESS APPROVED BY LANDSCAPE DESIGNER. WORK WITHIN FENCING SHALL BE DONE MANUALLY OR e *- O / ° PROPOSED ON-GRADE 6 29.5' WITH LIGHT EARTH MOVING EQUIPMENT UNDER SUPERVISION OF THE LANDSCAPE DESIGNER. M/P ENGINEER \ ` \ \ WOOD DECK EL. 44 to 2,4" C.O. 9 N Ripcord Engineering Inc. \ \ ° ±339 S.F. STOCKADE TREE FENCE PROTECTION DETAIL\\ F.FL. , 25.0' 10, \ I", PO Box 4175 39 � � � Portland,ME 04101 q� ° - PROPOSED JI (LEA TROL 8 ° P OPOSED GAVEL DR SWAY -STEEL BAND (207)835-4060 `7 - _ _ 0 � ' NOT TO SCALE 20" B UFF ' \o°�,7, SOD, \ �.�_ PANEL AND G UNTED 00. 1 `I%x \��.... R 'Po �o \ S`� _ - - - - - _ - D P ST (CONNE 0 � :,•�: - (p, PROPOSE ti T � GAR =F) _ %� :: - STABILIZ CONSTRU TION LIGHTING DESIGNER \ �jy \�'��Ay C� _ -� _ � FES 8' 9�� ENTRAN SEE BETA L ( ) Byrdwaters DESIGN,Ile F F °F<U. / �-" ° 9L'Q5ED MAC10OR LOWER W/ � / 'PROPO 3939 Black Gold Dr v6,fJ,T �" \ \ LIMIT OF FLOOR I ULATED L-N�OSU (TO BE LINE/COKDUIT RO Dallas,TX 75247 \ �, 0, \ , 'ELEVATION \-_ o \ WIRED TO CON OL PANEL) S \.. / TAN -'-r 0 ROL , PR OS D 8'X8' CONC ETE (214)460-2673 \c EXISTING DRIVEWAY TO ,° / °A -_ _ _ ��� PRQPOSED NDSC�PE A \ 5 ° � WAS AREA (SEE D TAIL) 11?` � ° qa. MIN i O \ p� BE UTILIZED FOR \ r. / I S WITH G A 0 I � \ __ PROPOS AIR SU Y LI E �' 18• \�'SCONSTRUCTIO(DA'SHED)ACCESS \\ / r«ti.0, �Z LENGT 70 _ 42 - _ - - r- . 0 \ 9� _ S GRADE � \` --PROP PROP UJI CL L AN 11 \ 1O F.FL. / F 0 TLE OUNTED N D . . .. \ \ 37 / \!P- \\�// \;` 0 T (CON EC 0 POOLEQ MEN[ o EROSION CONTROL MEASURES • \ \ / TEST . � � �� � �� ORAGE UIL NG POWERS LY) �'� .' .'. '. 00 33.0' / HOL i ') / 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE . . , . . . . . . . � / // A / 4 A 808 BL W NYSDEC, DURING THE COURSE OF CONSTRUCTION CERTAIN EROSION AND SEDIMENT �5 � / 14 � D QW . . . . . . . . . \ , - F.FL. ° - / / OEGR // NSULA NCL SURE 0 B W.V. CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT . . . . . . . . . . 36 .- .. ._-.. ,c, _�--- ----- ------ ----- -- --_-- OSEO PROPOSED\ STORY ARD T E ) - ETC, / 1 WIR R P L TO OFF-SITE AREAS, PONDS, WATER COURSES, DRAINAGE INLETS, RECHARGE BASINS . . HOUSE W/ BA ENT �� \`� _-_-___ ___ ----- - -- CROP / / HYD. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS FRAME - PLAN VIEW SEDIMENT BAG SECTION _ Eo ROPO ED POOL EQ IPMENT CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE NOT TO SCALE NOT TO SCALE 4 BIC W \ 36 _ 7 - -- -- -- P OPOSE CONSTR (TION`9�MP TER a. / k 8X6 STOR E BUILDING N SLAB OBSERVED: ' PROPOSED PUBLIC WATER � - .__ - -- 0 B ROOMS G.F.A. (2,159 S.F. SLP 20' b15 / "DR " 71. �y * EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. EX TING TIMBER WALL TO MI 0� T L / G. 4±144 6 S.F. Off, * CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF REMOVED (DASHED) ±27' TO 20 �p P / EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. NOTES: 22' FRAME: TOP FLANGE FABRICATED FROM 1AMIM4 1/8"ANGLE BLUFF B - �\ MIN. PROPOS A3 EXI INC CLEARI G LIMIT O, * THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE BASE RIM FABRICATED FROM 117('X1/2'X1/8' CWWNEL HANDLES (f6 ,950 S.F.) AND SUSPENSION BRACKETS FABRICATED FROM 144X1 4 FLAT O i \ RUNOFF VELOCITIES. STOCK. ALL STEEL CONFORMING TO ASTM-A36. / • 2' T F ,,_/ \ I \ PROP SED DR NAGE 11 ,0\ , * SEDIMENT SHALL BE RETAINED ON THE SITE. SEDIMENT BAG: BAG FABRICATED FROM 4 OZ./ SQ.YD. 11 tr'� ;,� x3? \ (1) 8 6 LEACH NG POOL / NON-WOVEN POLYPROPYLENE GEOTEXTiLE REINFORCED WITH \ \ FOR OOL EQU PMENT � SPECIFIC SEDIMENT CONTROL METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION POLYESTER MESH. BAG SECURED TO BASE RIM WITH A STAINLESS IF _I ±1'4'. I.U. �� PR OSED ANITARY S STEM STORA E BUILDI G & POOL /•' STEEL STRAP AND LOCK. 19" 2019.05.15 LIF PROD.NO. 17086 \ O \ \ AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW YORK ±2 (1 FUJI C EAN CEN- TREATM NT EQUIP ENT BAC WASH CJ1 GUIDELINES FOR EROSION AND SEDIMENT CONTROL°. FRAME SECTION PROJ.ARCHITECT DE DRAWNBY: Author \ I T NK, (1) JUNCTION ANHOLE, (1) \O Cn . . . . .6' . . . . . . . . . . . . O, CJt NOT TO SCALE . . . . . .Cj . . . . . . . . . . . . . \ I. DIA. X 16' DEEP LEACHING OOL �� CP P � 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE P OSED DR AG I W/ ROO FOR 50% EXPANSIO 0 ,0 O INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE OF . CH �-fi 00 PROPOS D CONTO R WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT FILTER FOR ROUND OPEN (TYPE 1 ) GRATE & FRAME DETAIL SET ISSUE DATES 1 . . . �? ,'. POOLS R MAIN US '11\ T� � 576, PROPERTIES, WETLANDS OR ROADS. EA PROP E TRI L O �7Q (DASHED) NOT TO SCALE DATE ISSUE N \ O. EAT 0%. � 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH LINE UIT FROM CO ROL • B S� :'O18.10.1?BID SET REATER THAN PANEL TO IDE E �'L� / St 2 PROPOSE CLEARI LIMIT THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN . 1-1 �� 0 ACCORDANCE WITH THE NATIONAL RESOURCES CONSERVATION SERVICE RECOMMENDATIONS. 2019.01.11 BID REVISONS 2019.03.08PERMIT SET- PRE TRUSTEES . . . . ' ' �^ 3 PROPOSED 4' HIGH POOL FE CE TO 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM 2019.05.15PERMIT SET- TRUSTEES REV \ 2 �J 2 MEANDER HROUGH XISTING SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC. �Q 26 VEGETATIO W/ SEL LATCHIN GATES AS REQUIRED. '.'.' '.'.". _ � P AIR SUPPLY L�� 5. INSPECTION AND MAINTENANCE OF EROSION PROPOS SILT F CE TO BE 6 �, .� " 0 CONTROL MEASURES IS TO BE PERFORMED PR C AL TRENCHE IN 6 A STAKED . ... . ... . . LINE/C IT FROM TREATMENT � AYBALES BE REC EDA DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT ANK TO CONTROL PANEL OF 4" TO THE GRO LIMITED TO, CLEANING AND/ OR REPAIR OF SEDIMENT BASINS OR TRAPS, SEDIMENT 14 . . / (S DETAIL) LIMIT OF I BARRIERS, BERMS, DIVERSIONS, AND INLET PROTECTION. ZZ DIS RBANC = ±66,895 S.F.) E OF OPE _ tZ 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. REVISIONS �2 / 9Z 7� 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND NO. DATE DESCRIPTION I LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE / . / (2;L SHALL BE MAINTAINED UNTIL SITE IS PERMANENTLY STABILIZED. . . -1.. __-,,<O �� - - _ . . - / \�� PLACE 8. (UNTIL MENT UPLAND DISTUARRIERS RBED EAREAS ARE PR EROSION OERMANENTNTROL LYSS STABILIZED. AFTEURES SHALL R IN 'Q� �' PERMANENT STABILIZATION, PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE SYSTEM \�qC� CLEANED AND FLUSHED AS NECESSARY. . . ' 0C I 9. ENGINEERING DIVISION TO BE CONTACTED NO LESS THAN 48 HOURS IN ADVANCE, TO INSPECT EROSION CONTROL MEASURES, DRAINAGE BEFORE BACKFILLING, BEFORE AND - - SCALE: 1"=20' AFTER PAVING OF ROADS AND PARKING LOTS. FAILURE TO OBTAIN ENGINEERING REA SLO IN G QUAL �� INSPECTIONS DURING THE CONSTRUCTION PROCESS WILL EITHER DELAY FINAL APPROVAL, �in . . G.R ER . AN . . . . . 0 2 40 60 OR INCUR SUBSTANTIAL COSTS TO THE APPLICANT TO EXPOSE INSTALLED COMPONENTS, PERMIT S E T ISI GR TE AN' IN ORDER TO OBTAIN APPROVAL THE RAYNOR GROUP,P.E.&L.S.PLL( �\ S SURVEYORS CIVIL ENGINEERS SITE PLANNERS t� ,Q)4 0) 10. CONSTRUCTION VEHICLES SHALL NOT BE WASHED ONSITE. . . . . .. � I �)a ___ / \ � \ ® DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 (631)726-7600 J . . F_ _-IIIIIIIIIIIIIIIIIIIIIIIIIII Z EROSION & D WI m � M, _ SEDIMENT Li YI NO LL CONTROL PLAT E 1- Mi D 6 z m d m0 & DETAILS 'Q J �„ 0 2 � _;� O U .E m t a A 0 0- LL 0 LL_T_ C S N V J IN 6/4/2019 4:18:11 PM m0aco-00vEEC'r0 0KC. J s t L e 0 m y Lo V J J a O r� N N LO Il� 0 E W ti d p W (/JN U Q N I— 0 X o (n W ca Q � N � LL W O L Y - - MCU Z M ~ 0 M M Z N Q N (}� O O 1 \ Z V— Q N U d \ C3� CJS N \ o SCA \ 1 Q / / / , \ NORTHFORK 23� , o , \ RESIDENCE 8 26 ° 5250 VAN STON Q ROAD CU TCH OGU E NY / 11935 ALakRe Chat I TEArchitCecTts INC/ \ I 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 / / w Water Mill,NY 11976 (631)726-7600 / W �W LANDSCAPE ARCHITECT 'Q Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 ° STRUCTURAL ENGINEER Benson Woodworking Company,Inc. Q 6 Blackjack Crossing ti O / ( 1Walpole,NH 6 3)439-2016 3608 0)� 1 \ ° M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 \ �` � - - - _ _ - - - LIGHTING DESIGNER Byrdwaters DESIGN,Ile 3939 Black Gold Dr Dallas,TX 75247 a \ / (214)460-2673 — — ° \ \ 2019.05.15 LIF PROJ.NO. 17086 -(P 0)j PROJ.ARCHITECT DE DRAWN BY: Author 0 N CD SET ISSUE DATES �6 DATC ISSUE 2018.10.12 BID SEI O A A 2 2019.01.11 BID PEVISIONS O 2019.03.08PERMIT SET— PRE TRUSTEES 2 2� 2019.05.15PERMIT SET— TRUSTEES REV 32 16 . \ 74 REVISIONS 12 _ _ 9Z NO. DATE DESCRIPTION � � / ® PERMIT SET THE RAYNOR GROUP,P.E.&L.S.PLLC SURVEYORS CIVIL ENGINEERS SITE PLANNERS DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 (631)726-7600 z LU E o EXISTING 7 _ M U_ DRAINAGE -6fy 0 LL � c2 PATTERN li z 6 N U1 ELL C � d ° O J T O U s mr a m m a LL C U N U J 6/4/2019 4:18:11 PM AQ�CO-OOV'�C'II'® 0 nMC. J t N N � ® ~ O O E W 1 4 O W (n N U Of LLQ N O I— X O +- -_,- \ (A W r- CU 04 LL N � OLf) = zM � T M ~ Oct 3 ( � � � A � \� Z N 91 00 Q N Z O � a (S v \ LP N v • 0 T0� y' O \eq�� o 170 {\ o 0 v' `36 SLOPING EQUAL .OR PROP ED WAT RVI E iy GREATER THAN 20% RISING G N. 20'. , PROP ED GRAVE IVEW Y I v_• NORTHFORK �� Q • ,, � SED D (NAGE � � U.P. 30 �� ° D / FOR BLAND AP HINGEA 1 \ RESIDENCE 2g 0P/ GRATE 39.5 I 26 CP,, � n / / / EXISTIN ARAGE TO CoQ m . / jOVED (DASHE U.P. 5250 SAN STON s -9 ROAD 1 . P OPO3) DR AGE I _' u L �y �� // /�O / / /0Q S� CUTCH 0 G U E, NY, ( 3) 8X5 ACHI 1Q 11935 TOE 0 DR EWAOOLSGARA /BARoMIN.' o • o , _ v ® � // °�/ E 113.3' �Q., O F eCUFF W/ ) C H B S a.o� D/ T.W 4 o�• / a.w. 0.0 / o / ARCHITECT 0LakelFlato Architects,INC 0,9 S. i XIS G LE ING MIT / O/��V `9� 331 Third Street / ( 6F 8X� ° 4.0 9y /j o _ _ o v o • _ v // o San Antonio,TX,78205 ! TOE OF SLOPE //_' _ n / . 1 MWN.- - \\ P. / (210)679 2327 PROPOSED 52. LONG RETAININ WALL T.W. 46.0 � ov RF1EAD o � % � +� HEIGHT VARIES WI RADE PROPOSED WATER SER RAGE DOOR B.W. 39.3 o • _v • _ v _ � _ v . f� � C1l /f -i D - ' p - O CIVILENGINEER / 3�0 �a' O1 0 X9.4, The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 POSED SANITARY SYSTEM Water Mill,NY 11976 T.W. 46. I (1) F LEAN CEN-5 TREATME TANK (631)726-7600 B.W. 39 8 D 5F � PROPOSED DR GE W/(ROOM FIOR � 1? DEEP CHIN POOL EXPANSION <D PROP D WATE ERVI / / cF� �,P� Cc,O�F\� 1C� \� (1) 8X3 LEACHING L LANDSCAPE ARCHITECT �� Q FOR GUEST HOUSE 11argie Neperandick Road Unit 6 Pe EXISTING RETAINING / 8X7 �� G�P' / Tarrytown,NY 10591 24.3' (212)796-5087 PROPOSED DRA AGE 8X3 LEACHIN POOL / PR9f1OSED / 05�� ° EN USED PORCH EXISTING 1 STORY FO GRAVEL DRIVE Y STRUCTURAL ENGINEER oe G,i f EL. 39.5 �� 8X2 / FRAME GUEST HOUSE GRAT EL. 45.0 Benson Woodworking Company,Inc. / _44' TO PROPOSED DRAT E ____ INTERIOR TO BE RENOVATED 6 Blackjack Crossing ti BLUFF $� 8X3 -- 3 EXISTING/PROPOSED BEDROOMS w Walpole,NH 03608 '5 I v'� \C 0 (1) 8X2 LEACH G PO PROPOSED PUBLIC WATER (603)439-2016 ±48' A° 2 F.FL. 44.5 ° B FF \ ATE 45 ° G.F.A. ±1,057 S.F. M/P ENGINEER — �y 70 PROPOSED ON-GRADE ° WOOD DECK EL. 44 C.O. 9 Ripcord Engineering Inc. \ � \ \ F.FL. 1339 S.F. PO Box 4175 \ 39 \ 10 Portland,ME 04101 ± 9' TO 0000 PROPOSED JI CLEAN CO TROL \ 8X ° ; P OPOSED GAVEL DRI EWAY (207)835-4060 F /�O, PANEL AND GF UNTED ® ` B UFF Vis' \ 0-q'. — - - - � — — ON WOOD P ST (CONNECT 061\1cP, ° '1110 \ `°�°� FTB �F GARAGE PO R SUPPLY) . 44 �y LIGHTING DESIGNER �Ch F \ 40 FE 8' Byrdwaters DESIGN,llc ° PROPOSED MAC100R LOWER W/ PROPOSED ELE RICAL 3939 Black Gold Dr LIMIT OF FLOOR \ I ULATED ENCLOSU E (TO BE LINE/CONDUIT ROM TREAT ENT Dallas,TX 75247 PR®POSED N PW ELEVATION o H'� WIRED TO (214)460-2673 CO °NT OL PANEL) 5' S \r / TANK TO CO ROL PANEL �%/i LAC�4E A IE WITH GRA MIN :� <0 C.O. \ 0 I \, PROPOS AIR SU Y LI E O \ / LENGTH = 0' _ 42 / \ 9� T.W.GRADE / ,/ \ PROP UJI CL OL AN \ O cP F.FL, / / / \, FCI 0 TLE OUNTED N D \ \ 37 \ / 0 T ON EC 0 POOL EQU MENT o \ \ / TEST ! — 36 �� ORAGE UIL NG POWER S LY) 33.0' — 36 - ° / �� � � tt5 / / 14.4' � SED A 80R BLOW W/ \ \ F36 ° - --- -_------- \ _ / p_0� // / 10 NSULATED NCL SURE 0 B WV. HOUSE SED\22 STORY �\\\ -<_- - ------ ----- -------- --__- - PROPOS�O // / HARDWIR TO C R P EL)MENT HYD. / �� STORPROPO E BUILDING ED POOL Q NPSLAB 4 BIC W S 7 - ---- \ 8X6 0 B DRO )MS \ PROPOSED PUBLIC WATER _ _ — 36 G.F.A. ±2,159 S.F. SLP 20' / "DR �. k5 � EX TING TIMBER WALL TO MI 0\- �� / GFA.4±144 S.F. REMOVED (DASHED) ±27TO 20' L� P / BLUFF B — - \ MIN. PROPOS EXI ING CLEARI G LIMIT O (±6 ,950 S.F.) � \ PROP SED DR INAGE /s (1) 8 6 LEACH NG POOL / FOR OOL EQU PMENT �'� >> 2019.05.15 LIF PROD.NO. 17086 ±14' TO O PR POSED ANITARY S STEM STORA E BUILDI G & POOL ±2 FF \ (1 FUJI C EAN CEN- TREATM NT EQUIP ENT BAC WASH (� 7061 NK, (1) JUNCTION ANHOLE, (1) �\�O, M PROJ.ARCHITECT DE DRAWN BY: Author \ DIA. X 16' DEEP LEACHING OOL �� N P OSED DR AG I W/ ROO FOR 50% EXPANSIO 2) 00 POOLS LS R MAIN US CH G ��i PROPOS D CONTO R SET ISSUE DATES N EA PROP E TRI L \ T 0/ A A6 (DASHED) DAIE ISSUE � EATE 0% , L018.10.12 BID SETINE UIT FROM CO ROL 6 � PROPOSE CLEARI LIMIT GREATER THAN PANEL TO R IDE E 9Lir 10 2019.01.11 BID REVISIONS 2 / �6" 2019.03.08PERVIT SET- PRE TRUSTEES z' 'PROPOSED 4HIGH POOL FE CE TO .�2 2010.05.15f ERf✓IIT SET- TRUSTEES REV \ MEANDER HROUGH XISTING P AIR SUPPLY LI& 2S( VEGETATION W/ SEL LATCHIN GATES ' 16 � PROPO C AL \ LINE/CO IT FROM TREATMENT ANK TO CONTROL PANEL I E OF OPE _ "tZ REVISIONS 9Z 7Q NO. DATE DESCRIPTION REA 'SLO ING QUAL THE RAYNOR GROUP,P.E.&L.S.PLLC PERMIT S E T GRE ER AN 0 ISI GR TE AN SURVEYORS CIVIL ENGINEERS SITE PLANNERS DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 (631)726-7600 z UJ U E I M PROPOSED l6 Y DRAINAGE fy E O MU_ E v 0' _ O 6 PATTERN � LL V N O O J TN O U r m t a � m a �p 11 C 0 N U � 6/4/2019 4:18:11 PM �a��c�o-ir�c��-� o�n�• I— I I I I I I I ► _ I I I I _ I I i— a N L, I II I I II I I i I I I I I II I I I f I II _I -- - --- ----- ---- ry W (A N O 1 � X � O LL I _ - 0 u-) WHEEL STOP - - --- Z M (If = 0CY, - - i 0 co Q o � _ Z i QN II II I _ Co ---- — -- Mill J I— I 04 02 - - I - 04 02 A502 A401 502 - I = A502 A401 A502 B3 - I— I = B1 B2 �, ! B3 - 12-12-2013 20 I I MECH. MECH. - _ = NORTHFORK ` MECH\� I I _ - --I I SLOPE - RESIDEOLCE 0 0 10'-6" ---- - -t 24'-0" _ I - -- - 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 — to I =1 _ _ ARCHITECT U I I Lake Plato Architects,INC I 331 Third Street San Antonio,TX,78205 — i I (210)679-2327 SLOPE E CIVIL ENGINEER iv B I I I GARAGE I I + - o I - - -{ The Raynor Group,P.E.&L.S.PLLC Water Mill,NY 11976I? - 860 Montauk wa 'P.O.Box 720 I 04 M I — I (631)726-7600 03- - 3 03 _ _ 03 A502 1 01 A703 03 1 1 1= = A5o2 I A502 LANDSCAPE ARCHITECT Margie Ruddick Landscape - � 02 11 Neperan Road Unit 6 Tar own,NY -—- — -----_ - — — — — — — - — — — — - — (212796 087 0591 I FRI I I I I U STRUCTURAL ENGINEER 1 Benson Woodworking Company,Inc. I 6 Blackjack Crossing Walpole,NH 03608 39'-6 I =1 _ (603)439-2016 I o = I I I = — M z ? I- i _ - I MIP ENGINEER M o 116A I _ J co 0 o o Z I 0 I Ripcord Engineering Inc. r _ Z I Z PO Box 4175 LO`r' A401 1 I — A401 1 Cl) w Cl) _J Portland,ME 04101 3- A401 o z I i 01 A704 03 - -f 3 A401 (207)835-4060 — _ Z 0 LIGHTING DESIGNER _ I Byrdwaters DESIGN,Ilc SLOPE - - - J 3939 Blas,TX 52 d Dr — �- I 1 47 (214)460-2673 TRX ONI WALL BY OWNER ------------------ o N i P BIKE BY 08 OWER RACK 0 r- I BIKE 8Y I 1 I u 1 � I -- --co OWNER 05 A703 07 I BY OWNER 1 1 � I � I II a 47- 06 - --1L-_ -- -� 02 - -- I 1 L- ----J A902 u - II i wIL_WSERLVCE KETTLE SELLS oo STORAGE � F UNTAI ----- =-- - -•ice -------- - FS15B 2019,05.15 LI PROJ. NO. 17086 -- o -------- 11 -_ _-_ + I I i i°0 I PROJ.ARCHITECT DE DRAWN BY: Author 6'-6" 3 1/2" + 16'-9 1/2" 1 ------ - I i I I i I I X39'-6" SET — — 12 I — + I i i I I I I I I II ISSUE DATES DATE ISSUE 00 9 A704 11 I 16 A704 13 "v 49'-6" _ - 018.10.12 BID SE-11 9.01.11 BID KVISIONS 10 �j113B I I T I 01 01 _ 01 - I U -- 2019.03.08PERPAIT SET- PRE TRUSTEES A502 I 15 M t A502 A502 A502 -- BARN BATH I STAIR --I -- - . I_-!, 2019.05.15PERNIIT SET- TRUSTEES REV I 11 BG - - - - - - -- -- ----- -- — - ---- --- -- - ---- - 1 - J ----------- ---- -- ---- -- -- -- -- - ---- --- --- 1,00 - -------- ------- ------------ - - A801 i 113A I I l 1 I � I Sim 07 A901 REVISIONS `Y 1 I NO. DATE DESCRIPTION 2 E 2 1 2019.06.20 Revision 1 A401 A401 04 02 A502 A502 04 02 �_ A502 A502 I, I 0 PERMIT SET U TRUE PROJECT TRUE NORTH NORTH PROJECT z LEVEL 1 — FLOOR PLAN — GARAGE BARN LEVEL 2 — FLOOR PLAN — GARAGE BARN ro UI E = SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" FLOOR PLANS — BARN U- =I �' Y U C LL N H a K LL z � N ILI C LL O d T V TO L a � a IL N d U 6/20/2019 11:48:33 AM 04 02 g1 A502 B2 A502 B3 ROOF PLAN NOTES LO LO _— — — — — — — — — V O 1 REFER TO MECHANICAL, PLUMING AND ELECTRICAL FOR LOCATIONS OF PIPING, CURBS,VENTS, A N LO — — — — — -- — - �----- ;r------- - DUCTS, FANS,AND OTHER ITEMS ON THE ROOF SURFACE. 000)2 PAINT EXPOSED ROOF MOUNTED EQUIPMENT, PIPING, ETC. , EXCEPT THOSE ITEMS WHICH ARE ALUMINUM OR STAINLESS STEEL COLORED AS SELECTED BY ARCHITECT. r d' _ - 3 ALL ROOF FLASHING TO BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ryN O W 4 REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN SIZES. o W Q N V 5 OVERFLOW ROOF DRAW INLETS SHALL BE 2"ABOVE THE PRIMARY DRAWN INLETS. X p O ---- �' + Wit LL _ .I I 4-- 0 Lo m I' ;I - z 0 co CD ,II CO < II Zo CO j, III l : I I , 03 03 A502 A502 Ai. 6qP 4 , I 5 i -------------- - — 037851. - l OF N v, ^t r ' M I f- 05-15-2019 PHOTOVOLTAIC ARRAY M (I No RTHFORK THERMALLY BROKEN SKYLIGHT CL il. RESIDENCE D — — — �—- I I_l I I 5250 VANSTON ROAD ' II CUTCHOGUE, NY, 11935 -- - - - 1' —I�— - -----_- ARCHITECT II LakelFlato Architects, INC 331 Third Street San Antonio,TX,78205 (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC Water Mill,NY 11976 ii 860 Montauk Highway,P.O.Box 720 I jl! (631)726-7600 LANDSCAPE ARCHITECT �i Margie Ruddick Landscape 11 Neperan oad 11-0I./11_011 1 — -_ - "_-- _—=i Tarrytown NY 10591 it 6 1 0 /1 0 (212)796-5087 I I is STRUCTURAL ENGINEER 01 --- - - - ---!'�_-- ---— 01 Benson Woodworking Company, Inc. I, 6 Blackjack Crossing A502 II! A502 1 9 Walpole, NH 03608 G (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 I I 04 Q2 Portland,ME 04101 (207)835-4060 A502 I A502 I LIGHTING DESIGNER Byrdwaters DESIGN,Ilc ROOF PLAN — BARN 2 3939 Black Gold Dr SCALE: 1/4" = V-0" (2114)460-2673 las,TX 7 06 05 04 02 ,.A 03 ,: 01 A500 A500 A500 A500 A500 A500 HALF-ROUND GUTTER STL CHIMNEY FLUE - --� �-- STL CHIMNEY FLUE I 2 i \ I '"/ \ I j 2019.05.15 LIF PROJ.NO. 17086 2 A501 ( \ ! I A501 PROJ.ARCHITECT DE DRAWN BY: Author l al i C' % J SET ISSUE DATES DATE ISSUE THERMALLY-BROKEN j 2018.10.12 BID SET 1 / SKYLIGHT WITH 2019.01.11 BID REVISIONS A501 i INTERNAL SHADES ,„'. 2019.03.08PERM IT SET— 'RE TRUSTEES — — _ —,-- --- — A701 2019.05.15 PERMIT SET— TRUSTEES REV - 12'- 55/8” I r GENIERAL FIOTES DOOR 1 ROUGH OPENINGS(FOR DOORS IN BWC WALL PANELS)ARE SHOWN IN "REMARKS" IN DOOR SCHEDULE LO LO -E DOUBLE PANE. 2 UNLESS OTHERWISE NOTED,ALL GLAZING TYPE IS LOW :E 0 36'-7 1/8" a CN LO T-5 1/2" 20'-7 1/8" 0) CY) LIM 00 — t-- i E 9 6'- 10 1/2" 6--6" 8'- 3 1/2" T-9 3/4" 4— --------- 9'- 5 1/4" _4 W CO N 0 @ W < N 0 Of X 6 0 W F11 U) N M LIL - C) 4— LL 0 Lo a) CD Z CY) ' I I � , I ! ;, i I ji � ,I W I . 0 co Z N FIN ------ A-I CY) < OOA) 10 �01DF 1tH 176:1 �o 1 0 1 13'� z < ,�101J)001K)(11011-) N NAVAIN H0U%f'0.`3E Mill [L SCALE: 114" = 1'-0" Co 12'-0" L11' L 11'-9" 12'-0" 12'-79/16" L 4'-4 1/8" 7 -93'- 1 1/2" L ' STOP co 2'- 10" J 1'-8 CID C) (0 CD (D > co 01 X CID ce) 05-15-2019 N� FIN FLR LR PERCENTAGE OF OPEN AREA16 NORTHFORK 00 O O TO BE COORDINATED W/MECH RESIDENCE EXTERIOR DOORS BARN SCALE: 1/4" = 1'-101" 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 4- 7'--6"V.I.F. -4- 7' 3"V.I.F. ARCHITECT T-9 3/4" 1 2- 6" 1 LakelFlato__ t ectsINC T-0" 3'- 11 7/8" 331 Third Street O4�, San Antonio,TX,78205 �I / i O i / \ I i (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC C� ICY) CD 01 1 0-) 1 860 Montauk Highway,P.O.Box 720 cc I r- Water Mill,NY 11976 CO (631)726-7600 1 4 — — — LANDSCAPE ARCHITECT L FIN FLR Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 C1 2 3 �j2i6/) (i��, r STRUCTURAL ENGINEER C A Benson Woodworking Company, Inc. 6 Blacjck Crossing EX% E P*.1U'-**' R D U U IN b /A R rr-nx I AG"' E 1� Walpolke,aNH 03608 SCALE: 114" = V-0" (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 2'-6" Portland,ME 04101 T-7 3/4" 1'4 114" 1' 1 1/2" 2'- 11 1/4" (207)835-4060 DOOR SCHEDULE 2'-6" PANEL FRAME DETAIL LIGHTING DESIGNER SIZE HARDWARE Byrdwaters DESIGN,Ilc 3939 Black Gold Dr WIDTH HEIGHT THICKNESS MATERIAL MATERIAL HEAD JAMB GROUP REMARKS MARK BUILDING MARK Dallas,TX 75247 (214)460-2673 -------- 00 V I 003A ,MAIN-1-16 uSE ---0-6-3ATT-—0- 7 6" 1 3/4" 1 WOOD SIDING MAIN HOUSE 005A 3 7'-6" 11 3/4" WOOD SIDING 1005A 0 1100A MAIN HOUSE 100A 116'-0" 9- 8" 1 3/4" WOOD SLAT MAIN HOUSE 10013 12' 0" 1 WOOD SLAT 1100B 19'- 8" i 00C MAIN HOUSE 12'-0" - O AT 1 OOC 1 WOOD SL M. HOUSE 11 3/4" 1 100D 100D 6'-6" 1 -01/4 WOOD SLAT FIN FLR* MAIN HOUSE 100G 3'--0 —T7'-6"-- 11 314" 100G WOOD SIDING —4- 101B 9'_5 1/4" i8--6" WOOD/GLASS 101 B 'MAIN HOUSE 107A 1076 107C 003A 00 I MAIN HOUSE 101D T-5 112" 8'- 10 1/2" - -' ------------ ---_ _O 005A WOOD GLASS 101DI 102A 103A 100E !MAIN HOUSE 101E T- 5 1/2" J8'=101/2'----_1 GLASS -- - -----f ;101E j 101F T- 5 1/2" 18' 10 1/2" WOOD/GLASS '101F MAIN HOUSE-T— MAIN HOUSE 101 H T- 5 1/2" 8�- 11 1/16-_ WOOD/GLASS 01 ------------ 101J T- 5 112" 8'- 11 1/16" WOOD/GLASS 1101J I MAIN HOUSE T-0" MAIN HOUSE 7'- 5 1/2" 18'- 11 1/16" WOOD/GLASS 1101K T-0" 01 L !MAIN HOUSE idiL T-7" 8'- 11 1/16" WOOD/GLASS__J_ 11 02A 2'-6" WAIN HOUSE 102A 2--6" IT- 11 3/4" 1-3/4"- WOOD VENEER 2'-6" WOOD VENEER 1 11 03A WAIN HOUSE 103A T-0" 8,-0" 11 3/4" MAIN HOUSE 105A 2'-6" T- 11" 11 3/4" WOOD VENEER 11 05A ..............:......... MAIN HOUSE 107A T-7 3/4" F--ii vi�7 1 314" 1 WOOD/GLASS I INTERIOR SINGLE PANE 1107A MAIN HOUSE 2'-4 114" T- 11" 1/2" GLASS IOR SINGLE PANE 1076 107B 2019.05.15 LIF PROJ.NO. 17086 0-- /811 1 314" 1 WOOD VENEER 107C MAIN HOUSE 107C 2'- 11 114" T- 113 (0 WOOD 0 C) I 09A PROJ.ARCHITECT 1 314" VENEER DE DRAWN BY: Author MAIN HOUSE 109A �2'-6" ED T- 11 3/4" 11 3/4" WOOD VENEER !110A MAIN HOUSE 11 OA 12'-6" V 16'- 10" 1 314 13'-2 3/4"X 6'9 3/4" R.O. 1201A MAIN HOUSE 201A 13' 0" VENEER 'SET ISSUE DATES 10" :1 3/4" -1—W-O-O D--V-E N E E R i202A MAIN HOUSE 202A---- 0--"-- v MAIN HOUSE 202B____ T-0" 16'- 10" 1 3/4" i WOOD VENEER 1202B DATE ISSI JE - - - - - -- -- - - - - ------0--- 4 MAIN HOUSE 203A O -6- 10" 11 3/4" WOOD VENEER ----- !203A FIN FLR_�_ JI V : 2018.10.12 DID SET WOOD VENEER 13'-2 3/4"X 6' 9 3/ �EVIsin�js 1,1AIN HOUSE 205A -0" u- 10" 1 1 3/4" 4" R.O.R,O. 1205A 2019.01.11 -PID I GARAGE BARN 112A 2'- 10" 7--0" 1 3/4" WOOD SIDING T-0 3/4"R.O. 112A115D 120A 2068 2019.03.0t"PERMIT SET- PRF GARAGE BARN 113A 1'-8" 1--8" 1 3/4" WOOD SIDING 113A2028 205A 2019.05.15 PERMIT SET- TRUSTEES REV GARAGE BARN 113B 2'-6" 7'-0" 1 3/4" WOOD SIDING 2'-8 3/4" R.O. 113B GARAGE BARN 115A 4'-4 1/8" 7'-6" 1 3/4" WOOD SIDING 115A GARAGE BARN 1156 7'-9" 7'-6" 1 3/4" WOOD SIDING 1158 GARAGE BARN 115C T- 11/2" 7'-3 3/8" 1 3/4" WOOD/GLASS 115C INTERIOR DOORS GARAGE BARN 116A 91-01, 7'-5 1/4" 1 3/4" WOOD SIDING x 9'0 1/8" R.O. 116A GARAGE BARN 116B 9'-0" 7'-5 1/4" 1 3/4" WOOD SIDING x 9'0 1/8" R.O. 116B SCALE: 114" V-01' GARAGE BARN 117A 11'- 10" 8.-011 1 3/4" WOOD SLAT 117A REVISIONS GARAGE BARN 206A T-0" 6'-8" 1 3/4" WOOD SIDING 206A GARAGE BARN 206B 3'-0" 6--8" 1 3/4" WOOD SIDING 206B NO. DATE DESCRIPTION CARRIAGE HOUSE 118A 3'- 0" 16'-9" 1 3/4" WOOD/GLASS 118A ------------ 61- WOOD/GLASS 1 -11183 SOSS HINGE _ CARRIAGEHOUSIE0--- ICA 118B 7-93/4" WOOD VENEER CARRIAGE HOUSE 118C T-93/4" 16'-9" -WOOD- - GLASS- -- 118C CARRIAGE HOUSE 119A 2'-16" T- 0" 1 3/4" WOOD SIDING '119A WOOD --- 3/4" 3/4" I SIDING 'CARRIAGE HOUSEII 120A 2'-6" T- 0" 11 3/4" WOOD SIDING 120A 8.-011 ----- — ---------- CAR R IAG E H 0--USET-121 A -T-6 1-3/-4" WOOD SIDING 1121 A 'CARRIAGE HOUSE 121D T- 3" ----+8,-9" WOOD/GLASS 121 B 'CARRIAGE HOUSE 121C T-0" 113/4" 1 WOOD VENEER 21 C 1 ---- 0 - -- - --- -A 2 2 2 Cl) co 2 CARRIAGE HOUSE, 122A T-16" -- 3'1/2"' --J-1-3—/4'-' WOOD SIDING 228 i 04 C14 CARRIAGE HOUSE 122B T- 3" 17'-9" WOOD/GLASS 1122B C� I PERMIT SET CARRIAGE HOUSE 122C ;3'-0" 181-0" 1 3/4" WOOD VENEER 11 22C ............. 123A CO CARRIAGE HOUSE 123A T-6" 81-01, :1 3/4" 1 WOOD SIDING -ET CARRIAGE HOUS 123B T- 3" 7'-9 WOOD/GLASS 123B z 3--0" 1 3/4" WOOD 123C LU CARRIAGE HOUSE 123C 2 6 6 6 6 E C0 W U) C14 DOOR SCHEDULE ks 7) 0 6 3/4" 3/4" E 0 M LL E -L V 0 z E S? 0 CL INT. SWING DOOR JAMB INT. POCKET DOOR JAMB (D SCALE: 3" V-0" SCALE: 3" V-0" a. Affl% 2 t 9; 02 01 t7 2 6 6 6 �2 �6 61A 1AA Is —sI ,, 6/11/2019 5:26:04 PM GENERAL NOTES WINDOW TYPES 2'-al, - , - oa,n= -aovm=-o-® oa=o 1 ALL WINDOWS ARE SHOWN AS VIEWED FROM THE EXTERIOR. 2 DIMENSIONS SHOWN IN LEGEND ARE TO OUTSIDE OF FRAME, ROUGH OPENINGS IF DENOTED WITH"R.O.", CENTERLINE OF HINGED MULLION, OR TO FINISHED FLOOR. DIMENSIONS TO �____ �_ 0I, OUTSIDE OF FRAME ARE LISTED IN WINDOW SCHEDULE TABLE. ALIGN WITH TOP OF CEILING -, 8" LO 3 ALL LITES LABELED WITH A'70N WINDOW TYPE ELEVATIONS SHALL BE TEMPERED TO MEET SAFETY REQUIREMENTS. TIj a N LO 4 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL WINDOWS TO BE REVIEWED BY ARCHITECT PRIOR TO FABRICATION. ; li; `�' 1 I m O O 5 VERIFY ALL DIMENSIONS IN FIELD. 6 UNLESS OTHERWISE NOTED,ALL GLAZING TYPE IS LOW-E DOUBLE PANE. N ! I' °-- -- - -, -- j ~ i I ,I , _ ! a - l � «� � ',1i1 o W < N 0 Q W Q o 19'-4 11/16" I X O 4'- 10 3/3" 4'- 10" 4'- 10" 4'- 10 3/8" N f6 -f------ - f-------------- -- --..--- - -- -- - - -- ---J�- - II p D- - r I ` , i i�� „ia I i i T T j T T 4'-2 1/2" F (� N x-- ----- ----� ii - -- o LOFTLEVEL _ -_. _ 4,61 - 011 12.Q S2.a1,. �52.0?�� N Z Z Cl) N - INTERIOR GLASS O WINDOW AND DOOR Z III \ j I QN 5' -6 1/2" R.O. 6'-4 3/8" R.O. U) o- 4'- Z4'- 10 1 , I I I - _ i co ' II II Q co n- r -- -- - -----�- �'- 10--- s-3'--s /q-- s - - - 01 o : «_' !! NC] f' I �y - - - -s - - - CO CD 7N il 00 s _ r I - N „ _ T Iii T �I T T ------- T OF N�' _ - I'' - - ------- - -- -- --- - ---- - - -- - f_- \\ - I / --- I-- - --- --- - ---= - - - - MASTER LEVE L -- - -T ! ------ v .- -I - - - . - --a - - - - - --- - - _ 61 off _�d, 1I - _-__ __.. _- - - _ . 1 ^i _ +� N -A -- >--- -- - - - - --- -- - - -- -- -- II ---- --- ---- - 1; MAIN LEVEL ----- ---- - _-- ---- - ------ - -- --- - _- --- -=-- -=- BEDROOM LEVEL ( - - 12-12-2013 MAIN HOUSE WINDOWS NORTHFORK RESIDENCE 1111- 1 9/16" R.O. 35'-6 3/8" 5250 VANSTON ROAD 11'-09/16" „ � 4'-811 -'r- 1'-8 ,/s T---- 3'- CUTCHOGUE NY 11935 2 -8 1/4"R.O. 5 -0 1!2" r 2'-3"1 1/2" 1 -- - - 21.0" _ ARCHITECT I i . i - o _- / \ LakelFlato Architects, INC _ M I - 331 Third Street C) I -``- San Antonio,TX,78205 LO 1150 M co Cb (210)679-2327 LO cM V ' LO 00 _------- \ N T ) Ti! CIVIL ENGINEER \ = --i -- - r - �} The Raynor Group, P.E.&L.S.PLLC \ o CARRIAGE HOUSELl o GAR T ,n `o ; 860 Montauk Hi hwa ,P.O.Box 720 Y 39' - GARAGE M N 44' - 6" LEVEL -� - �- BARN LOFT T T T T T T T T T _ '�' T T g y _ j�,, __-_-____ _.____-_-___1 Water Mill,NY 11976 �" 4J' - 6" - - - - - - - -- --- ----------------- r�- ------- -- ------ ---- - --- ------- --- ----- (631)726-7600 1.1 2 0 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 BARN WINDOWS CARRIAGE DOUSE WINDOWS ��,_1� (212)7965087 -- ---_-- STRUCTURAL ENGINEER Benson Woodworking Company, Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 ROOM FINISH SCHEDULE ROOM FLOOR BASE WALL MATERIAL CEILING MIP ENGINEER Ripcord Engineering Inc. BUILDING NO. ROOM NAME MATERIAL MATERIAL NORTH EAST F SOUTH WEST FINISH I HEIGHT REMARKS ROOM NO. PO Box 4175 WINDOW SCHEDULE Portland, E 04101 (207)835-4060 MAIN HOUSE -- 001 HALL 1 F2 W1 ---- W1 - W1 W1 C1 7' 6" j 001 DETAIL --- - --- - -- - - - -- -- -------- ---------- - - - - --- ------- -- - --- -- - -------- ----- i- - ------------- --- - -- - ----- - - LIGHTING DESIGNER MAIN HOUSE x002 MEDIA ROOM F1 W1 MILLWORK - W2 I OPEN MILLWORK - W2 C1 j$' 6" ---- -- - 002 - --� BUILDING MARK UNIT WIDTH UNIT HEIGHT HEAD JAMB SILL FRAME MATERIAL GLAZING TYPE REMARKS MARK -- _ _- _ -_ _ _-___._____,____ -_ Byrdwaters DESIGN,IIc --- - ---t- -- -- ---- ---- --- -- ---- -- ------- --------- - F2 W2 MILLWORK - W2 1W1 W1 Cl 8' 003 3939 Black Gold Dr MAIN HOUSE 003 LAUNDRY 75247 - - I--- ------ -- -- --------- - -- ------- - - Dallas, 0- 673 MAIN HOUSE 004 DARK ROOM F2 W1 W1 !W1 j W1 Cl $' 6" 004 (214)460-2673 -- ---- --- - ---- --- ------� --- ------ --- -- ------ - - --i -- ------I- -- ---------- - W1.01 4 - 0 1/2 2 - 11 WOOD W1.01 ------ --.. _- - 1 ' - -- -;--- �------------ MAI N HOUSE 005 NI ECH - ---- --'F ---------I W5 - -- -'V�JS ----_.- ---- -- ------ - - -- W1.02 19' - 4 23/32 18' - 7 1/2" WOOD W1.02 --------__- -, ---.-- --____-- - _-- - ----- - - -' 5 W5 I C 1 8 6 005 MAIN HOUSE 101 GREAT ROOM F1 --- WINDOW W1 ------------ -- ----+--------------------- -- --- ---- ----- -'- - -- W1 W6 WINDOW W 1 WINDOW WO Cl VARIED - ----' 101 W1.03 91 - 811 41 - 811 WOOD W1.03 - -- - ----- - -- --- ---- - -- - - - --- ---- --- -- ----. -- ---- - --- --- ----- -- - ----------- W1.04 51MAIN HOUSE 102 WC _ F2 IW22 W2 W2 ------ G1 7' 11 1/4"- - -------- -j 102 -------------- - - ; 103-- --�BEDROOM F2 - -- - - W2 -- - -- -- ---- - ---. -� ----- --- - - 41 WOOD W1.04 W1.05 3' - 801/4 41 - 811 WOOD W1.05 - } -- - - --� ------- ------ --- --- ------ --- - MAIN HOUSE W1-------- �V1,�2 -- W1 Cl 7 11 3/8 j 103 MAIN HOUSE ; 104 -iBA F2-- ------- - -- -------- W3 1W1 W3 WINDOW W1 W3 Cl7' 11 3/8" !104 6 6 - 611 - ---- - W1.0 4' - 8" WOOD W1.06 -- - -- ---- --W1.07 4' - 2 1/2" 101 - 411 WOOD INTERIOR SINGLE PANE W1.07 !MAIN HOUSE- 105 ;CLOS. ! F2 2 W� 2 - W2 W2 C1 7' 11 3!$" _ �17 1 - --- -- t - - --- - -- ---- --i- - -- -- --- MAIN HOUSE --- ; 107 ---.MASTER BATH -- I F2 F3 --- ---- -- WINDOW W1N2 WINDOW, W1 ---- --- -- ---- -----..-4 cl 17- 11---- -� ---�- ----- - -- ---- r , W1.08 1� - 8 1� - 8 �� WOOD- INTERIOR SINGLE PANE W1.08 MAIN HOUSE 1108 !WC I F2 I W2 j W2 I W2 - ---_---_ --I W?_------ ---- Cl �7' 11 1/4" 1 W1.08 4' - 10 1/2 8' - 10 3/8 WOOD W1.08 I - -- - ----- - --------- - -- -- ---- - j --� - - - - -- ---- 11/ 2" 8' - 10 3/8" WOOD W1.09 ;MAIN HOUSE--- :109 -- - CLOS_ --------- - F2 ----- -- ------- W2--- - ----- --- !W2 ---- -- -- ---- I W2---- --_ I W_2 - -- - ------- Cl 17' 11 114" 109 W1.09 5' - 8 3 MAIN HOUSE ! 110 ;CLOS. F2 W2 - --- W2 lr'V2 W2 - --- - -- Cl - - 7' -11 1/4°' ----------- - 110 W1.10 11' - 0 9/16" 7' - 4 1/8" WOOD W1.10 --- -- ------ a- ----- ,--- ---- - ---- -- --- -� --- - -- ---- - -- ---- --- ---- - - ,- -- ---- - - ---, --------- -�-- -- ---- MAIN HOUSE ASTER --_--- F2-__-_-_.. - - !Wi --- ------- WINDOW, W1 WINDOW, W1 IW2- iC1 ;7' 11 114" 111---- W1.12 41 - 811 4 - 0 1/32 WOOD W1.12 - ,MAIN HOUSE 201 LOFT F1 ®PEN - - -- -, - „ --- --------- -------�-------- , �'-- I !,W1 WINDOW, W1 --1-W2, W6 ------- - -- I;Cl --- VARIED 201 ----- -- MAIN HOUSE- 1202 - --- -- -- - --= -- --------- -------- -- ---------- ---!----------- -I- ------_...----------- - W1.13 5017/32 7� - 0'� WOOD W1.13 ,- -__----_--_.__ __--- - ---- --.. - --------IIHALL F1 WW1 1W1 tW1 IW1 'C1 'VARIED 202 W1.14 18 10 71 - 011 WOOD W1.14 --- -------r-------- - ---------- -- --- - --- - ------- - ------- --+--------- ---- ---- ---! - -- -------- ------ ------ ! - - ; LOFT BA. �F 1, F4 - ---- --I-- ---------- -- ---- ---- -- -----__-- MAIN HOUSE 11203 - W1 W33 W1- W3------ - W1 Cl VARIED 203 W1.15 2' - 0" 3' - 8" WOOD W1.15 -- - - ----- - ---- -- -- -- ------------ - -- -- - ------------ ------ - ----- --- - ---- -- --- ----- -- - - --------- MAIN HOUSE 205 LOFT BEDROOM F1 'W1 - - - -----I WINDOW W1 (W1 W2 1 W1 Cl 1 VARIED 205 2019.05.15 LIF PROD. No. 17086 W1.16 2' - 3" 21 - 6" WOOD W1.16 - ------- - - ----- ----- 4- - -- ----- -- -- --;-------- MAIN HOUSE 205 1 CLOS`'. F"1 W1 1 W1 - - - -�W - - W1 ---_ Cl ---- ;VARIED 205 PROD.ARCHITECT DE DRAWN BY: Author W1.17 2' - 3" 2' - 5 15/16" WOOD W1.17 GARAGE BARN 112 STAIR F2 W1 W1 W1 W1 C1 VARIED 112 W1.18 2' - 3" 2' - 5 15/16" WOOD W1.18 W2.01 41 - 611 2' - 8" WOOD INTERIOR SINGLE PANE W2.01 GARAGE BARN 113 BARN BATH F2 W1 W1 W1 W1 Cl 9' 0" 113 GARAGE BARN 114 CLOS. F2 W1 W1 W1 W1 Cl 9' 0" 114 SET ISSUE DATES W2.02 4' - 0" 7' - 0 1/2" WOOD W2.02 GARAGE BARN 115 EXERCISE F5 W1ATE issuE W2.03 2' - 7 1/4" 3' - 0" WOOD W2.03SET W1 MILLWORK - W2 W1 ClC1 9' 0 1/8" 115 DATE a1 RID E GARAGE BARN 116 GARAGE F2 MILLWORK - W2 CONCRETE W1 W1 C2 9' 0 1/8" 116 2019.01.11 BID REVISIONS W2.04 3' - 1 1/2" 4' - 0" WOOD W2.04 GARAGE BARN 206 LOFT F6 W1 W1 W1 WINDOW, W1 Cl VARIED 206 2019.03.08PERMi1 SET- PRE TRUSTEES 05 2019. .15 PERMfT SET- TRUSTEES REV GARAGE BARN 207 MECH F6 207 S2.01 12' - 8 5/8" 7' - 6 1/8" METAL S2.01 _ _ ----- ----- - j _--- - --- -- --- VARIED i118 I CARRIAGE I-IflUSE 119--- - - BA F2 W5 W5 V�/5 - - -- - - - ---- ------ -- - S2.02 2'-0" 2'-0" METAL S2.01 !!CARRIAGE HOUSE 1118 GROAT ROOM --- F1 W1 --._- __ --- -1lV1 -------- ----WINDOW W1 �WI} DOW G1 171 0'° 119 ---- S2.03 36' - 0 7/8 8' - 3 1/8" METAL S2.03 - - - --;--- ---- -}------- - --- -I 1__,__W-3____ --- ----- „ (- -� -- -- --- -- - -- --- -------------- W 1 I C 1 f 8 0 1120 _-._-- - -- CARRIAGE HOUSE 1121 BEDROOM 1 F2 W1 W3 W1 WINDOW W1 W1 C1 8' 0" 121 CARRIAGE HOUSE 122 ---- !BEDROOM 2 - -- F2 --- - ----- -------- - W1 W1 WINDOW W1---'W1 - C1 - -'8' 0" - - ---- -- 122 --- REVISIONS APPLIANCE SCHEDULE I -- - - I - ----- ---------------------- - ._ .... - - -- - ----------- - ------------------------ - -------- ----------- ------------ ------------------ ------ I CARRIAGE HOUSE 123----- - I BEDROOM 3 j F2 W1 I W1 WINDOW, V`J1 I r�1 Cl ;$ 0 123 j NO. 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N 49� - 649 - OF NE 12-12-2013 NORTHFORK RESIDENCE GARAGE GARAGE Oil 39 - 6- �� 5250 N ROAD CUTCHOGUE, NY, 11935 9 3 ARCHITECT Lakeflato Architects, INC 331 Third StreetBARN NORTH BARN EAST San Antonio,Tx,782054 SCALE: 1/4' — -0 3SCALE: 1/4' — -0tt (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway, O720 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. /037� PO Box 4175/01 ortand,A502 A502 (207)835-4060 LIGHTING DESIGNER 04 02 yrdwaters DESIGN, Ilc 3939 Black Gold Dr A502 A502Dallas, 47 (214)40 73 THERMALLY-BROKEN SKYLIGHT ZINC STANDING SEAM ROOF WOOD GARAGE DOOR TO .0 MATCHSIDING rREVEAL-WIDTH TO MATCH RELIEF2019.05.15 LIF PONO. 17086 GARAGE DOOR ASSEMBLY OARCHITECT DE DRAWN BY: Author BARN LOFT BARN LOFT ,� 49� 6�� 49 -- 6 DATE ISSUE f z WOOD SHUTTER OVER WINDOW 2018.10.12 BID SET 2019.03.08PERMIT SEI PRE TRUSTEES 2019.0_.15 PERMIT SET— TRUSTEES REV13A / I 116A 11565A12A �GARAGE REVISIONSI MAIN0391 1 NO. DATE DESCRIPTION 1 2019.06.20 Revision 1 WOOD SHUTTERS OVER WINDOW AND GLASS DOOR BARN SOUTH BARN WEST PERMIT SET 2 SCALE: 1/4" = V-0" SCALE: 1/4" = V-0 FZW EXTERIOR O EO ELEVATIONS LLO W Z 6 y Eco Il OME A#m 4 0 '�m S a U J� 6/20/2019 1:3925 PM LO LO t O a N In y LL O O E Wc0 c WQN U � X0O W U (A � N N LE 4- 0 Lo a) 01 — M � A502 WZ M � � 0Co 03 04 02 ~ ti BA BB A502 BC BD BE BF BG A502 A502 Z N _ 2 � QN ZO I I 1 I I I I i t < a 1 I Mill B1 1 B2 B3 1 RIDGE BEAM, REF. I I I I NORDIC LAM PURLIN �� I STRUCTURAL COVE LIGHT 1 STANDING SEAM MTL ROOF ON 1 PENDANT LIGHT REF: REF LIGHTING 15 1/8" BENSONWOOD ROOF LIGHTING PANEL ON 1X6 WOOD T&G a o ;RC1 A m . F - --- -- - - --- - - - - - - --- -- - - ------ - -- - ----- - - -- - -- - -- - - -- - -------- ----- ---------- I I 3/4"WOOD FLOOR ON 1 1/8' /71 WOOD SUBFLOOR ON 9 1/2" / BENSONWOOD FLOOR PANEL x. ` MECH CHASE, REF. ON 1/2" PLYWOOD ., . ------ Sim MECH. DWGS yl7as1 �O I 2.0 I I OF N��y _ _ .._ ---- �. _ �IFr 05-15-2019 48'-0" A902 0 RT F O R�( -49' - 6" _ - 49' - 6" DUCT. REF MEC90DWG � I � 1 � BARN LOFT I I 1 IRESIDENCE --- - WOOD BEAM REF -- -- - - - _ STRUCTURAL I — , r 1 I I . GARAGE E' I / \ - -- - - - - TIMBER COLMUN i I GA GE REF STRUCTURAL 1 I PLYWOOD 1 1 1 GARAGE 11 5250 ANT N ROAD I I I I - - - - - CUTCHOGUE, NY, 11935 _ MAIN LEVEL I \ / I I I GARAGE 39' - 0" I , - i - 39' - 6" ARCHITECT ———————.�) 1 LakelFlato Architects, INC I I I I I 331 Third Street San Antonio,TX,78205 p (210)679-2327 01 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC A502 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 LONGITUDINAL SECTION THROUGH BARN (631)726-7600 04 LANDSCAPE ARCHITECT SCALE: 1/4' = 1'-0" Margie Ruddick Landscape 11 Neperan Road Unit 6 TarrytTRANSVERSE SECTION THROUGH GARAGE (212)ow -5087 591 O^ (212)796-5087 J� SCALE: 1/4" = V-0" 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 01 03 04 02 A502 p15o2 LIGHTING DESIGNER BG A502 BF BE BD BC BB BA ByrdwaI DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 I I I I I I 1 1 B1 62 1 B3 1 I i i I I I •-- 1.0 LOFT --------------- 2019.05.15 LSF PROD.NO. 17086 SI�AjMECH. EQUIPMENT REF. MECH. E I I I I I I I I , PROJ.ARCHITECT DE DRAWN BY: Author' BARN LOFT I I I I 1 — — BARN LOFT 497- 6 49 - 6 I � I'D UE 1 �i I SET __E A i D TES i I i IJ - !+J- 2018.10.12 ISSUE 1 1 2014,10.12 BID SET I I 2019.01.11 BID REVISIONS AIR-TO-WATER \ 2019.03.08 PERMIT SET— PRE TRUSTEES HEAT PUMP REF I 2019.05.15 PERMIT SET— TRUSTEES REV MECH. DWGS I 03 H I 1.1 115C / 116A \ 1166 \ i A E G RA-G _ 1115D 1136 i � 0 � � g E \ EXERCISE I / GARAGE j j REVISIONS _ _ GARAGE 39' 6" - 39' - 6" NO. DATE DESCRIPTION r t 1 r LONGITUDINAL SECTION THROUGH BARN1 TRANSVERSE SECTION THROUGH BARN STAIR PERMIT SET O2 SCALE: 1/4" = 1'-0" O1 SCALE: 1/4" = 1'-0" qJI lL z Z W OE �' BUILDING SECTIONS ' m 0 a = I Of � � BARN LL O N N E °' C LL O T > IN to L a E ? � LL (0 6/11/2019 5:27:06 PM - — � /---------------------- MILLWORK 1 8"-2" 8'-2„ . -r= / / ----_---—--- ----------------- ---------�----------------------------,--------- _ A,M C=D-0 0 -ra OMC. I � � ; I i t / WOOD VENEER � i i 13 _ — i i ------- WOOD SIDING ; : I - I / t �, , /____-I------ i 11� Z, � /r /----, j / WOOD SIDING i LO Lr) i ! � � I t z I I / -- - I - I � I � a 9� 0 r- I /I � � Z /� I i � , - I 2__ 1 i � / z ( A____/_ I ___ / I/ i ' �L . � /,� I / CD I _\ - 00 0) , / 11 � ) 11 F W I I C 3 I'- 5 / �i_ i / I __%_______________________ ) , 41 ,/ 0 I k i 0 f ;� !! I� :1 0 / // I !� 1 4 N : i / ' it I @ W < N 0 STAIR � ,� / I �i 11 ; !I BEYOND I / � / I �. I 1, % W , I 11 X 0 / �] � ;� ,I i mi 0 - ! 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[Vi Irz- D I A F'Zu" 0M - [\I 4 0 . _____ ____ -------------------------------,--- ---.--��---�--------------------------------,-----.------------�---�------------- ==-EIA ir--,'�OU-'�-O[Vi -----E------,---,--,,---.-----------,--------,-.-.-��- ---, ---------------.----.--------------------,- - q o MEDIA Rue-'OM - S < N SCALE: 3/8" = V-0" i .----------"-----�-�-----------.------.�--� ------,-.--.----.-.-----------.----�----------------.-.----_______._________________._,______.__ _ -.,-----.---------,- W EL ----------- ---- -- - -- (* i D(v-3 SCALE: 3/8" = V-0" I U -SCALE--:--3/8"--=--1-'-0" J I I � q I _____ X PERFORATED MILLWORK PANEL "I REF MIECH DWG FOR FREE AREA ,---------------- LIGHT FIXTURE REF 1z CALCULATION I/------------- DASHED LINE // --------- DASHED LINE 'I-,z. LIGHTING . OF MILLWORK OF MILLWORK - I . — - , --- -_t - - - - � 1_1� S A 9 \ 1 \ \ I I - - - - —_ — I'll A, " 1i I i\ - \ '. " I,. " �\ `\ " � I I __" � � �! I \ 1 \ \ \\ \ V \ \, I I ,�l , � I V \, , . 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HALL BEYOND � I I 'A / I I i � \ � I . 1� / : I I \ 05-15-2019 .J� / � � I I PLUMBING FIXTURE AS � I I F, I_--- \ I r�0-3,�) \ L-11 = SCHEDULED iI / — - T _�_ - F-10 ------------- It-, (� � ______ , I i / - ___ __ __ I ;----------- ---------'- __ --- --- � WASHER AND DRYER A_�- i 0 C� �--_-711 � I i - \ � I I � 11� I -_-_ ,_-�,T, " I I I � � ; -_ � � / I f SCHEDULED . , - I PLUMBING FIXTURE AS - � i— � I I L 1, i ! I I I I I � I � I 11 i ! \ - I _ I i � 1 77: 1 1 // ! 1_1 ,7_77___11 1 ' SCHEDULED NORTHFORK __ I i I I . : i I �, . I i � I t I/ i i 1__.___.._ � � I � 1, � I i I I i I i ___------ i : I \ i r � '? ! i� I . r i � � i I / I EQ-21 EO_1� � �! I ! I I % � 11 I i I � 1: ! � I 1_ � I \ � I I I ,- � �� I � :, 1 1 1 1 / 1� I I : � , I RESIDENCE � I �: I i i I i I i i I I � I ! ____ i ___� _____________ — -- !-- I[ \ I I i 11 11 ; I �___ __ ------------1, � I � I I � 1� I i - . --t � / � � I V 11 ____ !! ! I - _J ____ - L - - I- - - L_/ � L J MEDIA MUUM - vk/ L/AU 1\1 URY - IN I j,- 1 7 --------- ------- ---__ -_--_ __________.____.____ ____ __________ -------.--------�---------.------ _________.__---------- ------------�-.----.----------------- N SCALE: 3/8" = V-0" SCALE: 3/8" = V-0" 0 SCALE: 3/8" = V-10" SCALE: 3/8" = V-0" i 3 _____ 1-1-6- -------------------------- ------- ------ 0.�-�' ------------- ____ _, ____ ____SCALE: 3/8" = Off SCALE: 3/8" = V-0" 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 ARCHITECT LakelFlato Architects, INC 331 Third Street WOOD SIDING San Antonio,TX,78205 (210)679-2327 . II ,_" 1, r ,, 1 � , - ,, , I , - ,- " I � . I II - -_ --- —_ ----- --- I � I 1. I - - . I - � ,� �: �:. ,: , �'� '- �' � I �11_, I., I , ,� � I .� I I � ,�, . - I I �. I I'�� I ,IE-__) 7 e \ �__j (�_:) (______� (___) � ' ' I �-,: � ,�. . '' , I � _ _ , 1� I I - I I �: . , I ". I -" � - _� , INEER , I 1 , I I ' 'I,,,, . ' 1 � , ,, , - ' '. , 1, � �� !�'r �. �/. '. , � : 'r ' I I . �I ) The Raynor Group,P.E.&L.S.PLLC ', I - . ,, I '\ 1 I - , I r .,� ', �, �Ie � I ,, , , - , �� ,I . /rr" " , " .�-�%_� '/ � '- �� '�� '/1 : � r ,�� ' 'j - � . !' ',� :'. I11 . � � 1, � � I � II , , II � . [ 860 Montauk Highway,P.O.Box 720 N I . . I I � �, � � II ,I I � I � I � . I -- II. � � �,� '. II :, �i 1 �\ __ PLYWOOD .11 I �� I- :" , � __ , r ,, - I , r �' I _-:_ , - . PLYWOOD Water Mill,NY 11976 �, (631)726-7600 - PLYWOOD \ � .Ir. I , . 1. _,.r,"I I', ",�� , , " " ''� _ , � LANDSCAPEARCHITECT , 1 JMargie Ruddick Landscape , I1 Neperan Road Unit 6 I. � II � I1, r I I I . I 11 I. II I, I I - . ,� -, r I ., I - .1I'llI . . Ir,� I 11I I : , . ,� :� , ,P 1C! � I I .I .� I Tarrytown,NY 10591 (212)796-5087 I J0 "" . ,,' rI , r, , I� /,_ -------------- / 1r[0 ; r1 � , Irr� r , . . I,--------- ----------.-----_______,________ , . ,� I. - r � � :'. I".I I .� - 11 r ,� I � .� � .I ,r . �, I I : .— — -------------- 11 - I "'' I I -1, "I r. I .�I , r �, �'_ I I -/, / - / r� I . r I � 11 � � 1� �-I' �11 11 , I I I : � � I/ -- MILLWORK - � ` , � . � . I ,� .r I I �, 11 ,� - -1 "'. I I 1� .1 I .1 1, r - -- I ., . , � � I______._______ -----------, .-- �, , , I I - I - 1 - I " _ 1� -_ 111 � 11 , , . ,, - ,= I � . I � � - - 1, . . " I I - -I I11 . . I I----------- --------- 7= ,. " ,r '. � I - r , r�, �. IrI, � : , I 1�1 II, � I r, 11 - , I - - - �, . I " r . � ISTRUCTURAL ENGINEER =- ----------I-- ___---------� ,X/ - r �I "I :, � !�. �, ,, r - '' -, . r . I ' , - , :, � . "I I - ,: _ , ,. I � 1, �, .I I , � , I .�,�,��, �� , ; .11 Ir , - 1 I�' ' , � rII ' ' , r,I",, ,r ," , , ��,: ,I �� 1� j � Benson Woodworking Company, Inc. ----- -- WOOD DRAWERS 1100� r I ��, - - "� . , I � , 11 . I � � , r , I il ;- r � � ' 1 r i,�--"- _ :__ i --- __ -------------, . ,� . lr�, � ',, � � , ,----I------- -__2f" ----�___-_- --- ------ ,. � ":I " , I I 1 - - . . �I � - � � 1 , �_" I, , ',� - . I � _� , �'! � 6 Blackjack Crossing � I I I . - � � I � � 1 -�, . ,� - ,, - � - I I ', - � I I " I ., � I . � : : ! r/ % ; Walpole,NH 03608 r ; �, , , , ,II �, � II , IIi�zz _ I- _____ ____ I ,� , � I I1, , ' I Ir � /. , ,rr . , I I I �. I'll 1I , i, , I , , , - � �� � , r � I1 I I I � I . ,� . "; , I I I �!: , ��, ��; �� (603)439-2016 / .� I "---- I � . II II � I � I � I - - � 1, . � .II", I I -I � ,_ I , _,, " - �, .� 11. r / � �� � :___- r I '. I. I I I �.I . � I '. r I I " - . I I � I I - . -, I I -1 � - I -1 _ . - I . I - -- � I ,- I I 1- - I� I . I I I I I r I I I I . I . - . I - - � � i;;�QI . I I - , i, , II I . . �, M/P ENGINEER g � , " � � 11 ''I 1 II � 11 I ", �� . r ,1� II� I � , ,� r � � _ , � , � . -, II . . I1 ,rI - - - , - I . Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 M KUU LIGHTING DESIGNER 1, - E r-%Ar-" 1,; R0M - 'r"% r-'%A r"' 1-,"' R0% f"N N4 - \/k/ EXERCISE - NU - IX �, U : 711______ .--.---------------- I ________._____I EXERCISE - E Byrdwaters DESIGN,lic SCALE: 3/8" = V-0" SCALE: 3/8" = V-10" I SCALE: 3/8" = V-10" 08 SCALE: 3/8" = V-0" 07 3939 Black Gold Dr SCALE: 3/8" = V-0" Dallas,TX 75247 (214)460-2673 WOOD SIDING MILLWORK-PLYWOODr/ \ - 1. 1 ,� " " r / \ _:' - � �. ,/ : \./, ; " , �.. r\ . 1, I � � � ;/ r� '"rrI -- PLYWOOD ( I �, � , , ,/ / . � I I 11 I I I � I I �- I �, r ' I .''11.1 � // I _ I 1I ' Ill I I � I I I I , ''I , ./ -.,r � � � � , \: " ,/, - . �. .- - . I �: r,,� \ I - , . 1 I �, I \ ' � /"-�r I I I I� / / � 1, . II r IIII ,,I - I � I - ., , ,� �, III - ' , " " ,, I I , I: /� � �: \� I/ / I :�' � I ., � I : - �, � �, � I ,,rI . - � :_ I( , „ '�� I r . - - 1, I � . I, , . r ,r I. ,r .. � ,� , �''r I I \ / I . 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ISSUE I- I 1, � I I , .- 1, - I I -11 � I� - " r- �I ,, -\ - I , , 2018.10.11 BID SET2019.01.11 BID REVISIONS 21019.03.08PERMIT SET- PRE TRUSTFES 0EXERCISE - S EXERCISE - W 2019.05.15PFPMIT SET- TPUSTEES REV SCALE: 3/8" = V-10" 0SCALE: 3/8" = V-10" 04 SCALE: 3/8" = V-01' GARAGE DOOR MECHANISM REVISIONS CONCRETE PLYWOOD PLYWOODNO. DATE DESCRIPTION I . � I1 , rI " - � � . . � r � , 1- . 1 . I - � . I - I - . ,I - ir I'll, . , z��F I " 'I,J, III ' ' �11,- - .�: I� I ' r. , r, 11 L' r_.' :"II "I 'll r - ''.111. I - -1 I I I-- - - - - - -- ---- - -- - - - - - I - '.. r' I . ,_ " I __I , , , I I 11 I - II I I I r -- - - -1I I I I r I I �� I. � I , -1 - 'r r , . 1, , i,, .,. I I I I, �I . � r r/ �. � , I � I..,�,, I I � 1 ' .I I ,. I , r -1 F - - -'- -- -- - _r- - - - - -7 - 7__- - I---I . I I . I �r ..� �.� : , ,� I , , r , , , , ,� I i ,� I '" ' ' ' r r . , r �� - __ .-- I 1.-----I I__--- ___._____-_____ -1- ___ - - � I 1, , " � ' r I I 1I r I � I . 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SCALE: 3/8" = V-101"______1)� � -(7/ /_____T11 , - - ,- ��� �l(� \ _t ,-,��, _�7 , ",-,- , ,__� . . I -L_--__—::_-—-! I I t, I * WS ( S /I-- A (*—! WS WS � I ./ I I 11 -M E WS WS WS - . C � 10, 3 ()a) — - - k 6/11/2019 5:27:46 PM LQU�ICfFUO�-U=�V® ULT, v N U) LO Z U) LO C- U < N In o E a WON O _ PENDANT LIGHT REF: © W Q N U LIGHTING Mill Ofx0 O I--- W T_ a.., PENDANT LIGHT REF: LIM N N LIGHTING Q LL 4– s � Otn N — M Y WOOD SIDING = Z M (a WOOD SIDING — WOOD SIDING 0 M 206A -- r, Z N � �k 2.0 STL RAILING M Q N STL HANDRAIL z O WOOD SIDING < N Wo_ i c. ff � G \! ! O E O 4 \ a- i cr. .. 3 8z• .. c7 I , i I on 112A r 12-12-2013 ! / 113B LLL ! I I � I „ I , i I ! i Eo LLL— NORTHFORK \ RESIDENCE BARN STAIR — N BARN STAIR — E BARN STAIR — S BARN STAIR — W 1 - 1 SCALE: 3/8" = 1'-0" 15 16 SCALE: 3/8" = 1'-0" SCALE: 3/8 - 1 -0 SCALE: 3/8" = 1'-0" 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 WOOD SIDING WOOD SIDING WOOD SIDING ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 \ WOOD SIDING CIVIL ENGINEER The Raynor Group,P.E.&L.S.\ 1.0 LLC 860 Montauk Highway,P.O.Box7C 20 a Water Mill,NY 11976 ! 631 726-7600 PLUMBING FIXTURE AS 1138 \ WOOD RUAFTER REF SCHEDULED PLUMBING FIXTURE AS LANDSCAPE ARCHITECT Margie Ruddick Landscape SCHEDULED 11 Neperan Road Unit 6 P STRUCTURAL TIMBER Tarrytown,NY 10591 COLUMN (212)796-5087 WASHBOWL I I I r ' STRUCTURAL ENGINEER 2:051 /: Benson Woodworking Company,Inc. 6 Blackjack Crossing , Wal ole NH 03608 Walpole, (603)439-2016 MIP ENGINEER BARN BAT H — N BARN BAT H — E BARN BAT H — S N BAT H — W Ripcord Engineering Inc. *!tR PO Box 4175 2 SCALE: 3/8" = 1'-0" „ , „ 1 O SCALE: 3/8” = V-0" : 3/8" = 1'-0" 11 SCALE: 3/8 = 1 -0 STUDIO — N Portland,ME 04101 04 SCALE: 3/8" = 1'-0" (207)835-4060 LIGHTING DESIGNER Byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 WOOD RAFTER REF STRUCTURAL WOOD SIDING BOARD JOINT TO LINE UP WITH TOP OF DOOR WOOD COLUMN REF STRUCTURAL 0 SKYPLIGHT I WOOD SIDING / BUILT IN DESK DETAILS TBD I , EQ EQ EQ EQ EQ EQ EQ EQ 2066 206A ----- —-- \ \ 2019.05.15 LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: Author I SET ISSUE DATES DATE SSUE 2018.10.12 BID SET STUDIO S 2019.01.11 BID REVISIONS STUDIO — E 2019.03.08PERMIT SET– PRE TRUSTEES 03 SCALE: 3/8" = 1'-0" 02 SCALE: 3/8" 1'41 2019.05.15PERMIT SET– TRUSTEES REV REVISIONS NO. DATE DESCRIPTION WOOD SIDING N PERMIT SET 2.01 BUILT-IN DESK J� REF. MECH W E LJ -- INTERIOR E p E a ! li ELEVATIONS a Z i L—rl E o CIO � Ni 8 'o o a STUDIO — W on 01offSCALE: 3/8" = V- a � m a LL � '� lL C � N U � 6/13/2019 6:04:14 PM A.11 LO LID t 3"x 1/2"FLAT BAR RAIL t 0 2"x 1/2" FLAT BAR CONNECTION 2"x 1/2" FLAT BAR CONNECTION 3" LO OD 0) V2 3"x 1/2"FLAT BAR RAIL T A801 2x STAIR TREAD Z E W 0 ROOF BLOCKING 2 ROOF j,� 3/4"STAIR RISER 48' - 0" 48f - 011 W < N 3/4" FLAT BAR RAIL < X 0' 0 STAIR WALL BEOND W Yi 2"x 1/2"FLAT BAR BALUSTER LIM LL STAIR TREAD BEYOND 4- 2"x 1/2" FLAT BAR RAIL 0 Ln a) CV) 2"x 1/2"FLAT BAR CONNECTION STRINGER BEYOND C0 M 3/4"STL BASE 0 (y) STAIR RISER BEYOND ALIGN BARN LOFT 49' - 6 co < C" Z < N DTL BARN HANDRAIL DTL BARN STAIR RAIL DTL BARN STAIR TREAD 8 9 SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" V-0" SCALE: 1 1/2" V-I 04 02 01 A502 Sim B2 A502 B3 ISOKERN MAGNUM 1 9 8 FIREPLACE 36" A800 A801 MODEL FIRE-LITE STAND 1! STEEL TUBE SUPPORTS :!Et 0 F, STEEL ANGLE LEDGER ISOWOOL BLA NKET %A FRAMED PLATFORM 05-15-2019 3 ------ 0 5 1/2"� h MAIN LEVEL 0. . .- . . Rw , __ _ _ _ .� 391 - 011 NORTH FORS 1 - X01 RESIDENCE -T ------ BARN LOFT -4, 1 5250 VANSTON ROAD E L E V I 0"N N rr—I rm" E 1'__J"L AU'—"' E POO-"' R C I— 117-1. NX 1-11 '— ' R' H EU I lurm uTL FI ' E'LACE lu U SCALE: 3/4" V-121" SCALE: 3/4" V-0" 2 ARCHITECT (MA) A801 Lakeflato Architects, INC 331 Third Street San Antonio,TX,78205 (210)679-2327 CIVIL ENGINEER 5"_ 9'- 3 1/2" 11 The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 ((0�)2 (631)726-7600 --+4– LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown, NY 10591 (212)796-5087 �_o ! 1 I \ STRUCTURAL ENGINEER cy) 1I I IY `I I \' ,' I I Benson Woodworking Company, Inc. 6 Blackjack Crossing Walpole, NH 03608 (603)439-2016 "I�9 4 AQr11 MIP ENGINEER PO Box 4175 Ripcord Engineering Inc. MECH Portland,ME 04101 GRILL 2'- 10 13116" (207)835-4060 C� X 7 7 LIGHTING DESIGNER 8'- 0 3/8" Byrdwaters DESIGN,llc 1 3939 Black Gold Dr Dallas,TX 75247 1 (214)460-2673 E D"' Ir"L N1 F I R E LA E E L A R G"' GARPiGE iik SCALE: 3/4" 1'-0" A, (MA) 6 4 11 A�01 04 02 A502 LOFT LEVEL , �' ---------- 46' - 0" SECTION BARN STAIR NS 0 10 SCALE: 3/4" V-131" A 04 02 B2 B3 A 02 A502) 2019.05.15 LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: Author 1'-7'3/4" T-8 7/16" SET ISSUE DATES DATE ISSUE ------- 2018.10.12 BID SET MASTER LEVEL 0" DURAVENT DOUBLE 2019.01.11 BID REVISIoNS WALL STOVE PIPE 2019.03.08PERMIT SET— PRE TRLIS-fEES BLACK FINISH (OR 2019.05.15 PERMIT SET— TRUSTEES REV EQUIVALENT) INSTALLED TO MANUFACTERUER 1_1� IIS SPECIFICATIONS E L E"V'FA I '01\1 F1RErF"LAU-- E @ "ive"'TE 4 SCALE: 3/4" V-131" [7 A801 8 A801 (MA) 7" WITTLIS SHAKER REVISIONS Woo D STOVE NO. 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OCOOCOO 00o0 000 - )OGUCOOO' 0000000 '000000° 00000000 CUTCHOGUE, NY, 119 3 5 DGGGG 00( 0000°°°RENUTAFLOATAWAY )00 00000( WOOD STAIR LANDING dGARAGE DOOR 00°( 00 00000C '000 ) 0000 '° °°°°FINISH TO BE FLUSH ARCHITECT °°°°°°°` SPRAY FOAM INSULATION SELFADHERED LakelFlatOArchitects, INC W/WOOD SIDING )00°0 00000000 1000°°°° 0000000 MEMBRANE FLASHING 00°0 '0000000 331 Third Street 000 0000000( anAnton000000 SELF ADHERED °°°°°° ......... oG booOG 0000000 '000COOoc (210)679-2327 n , ,0000000 dFULL HEIGHT MEMBRANE FLASHING 2 6 FOUNDATION WALL, CIVIL ENGINEER2 RIGID INSULATION a REFSTRUCTURAL The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720VAPOR BARRIER d_ Water Mill,NY 11976 (631)726-7600 Z 00 ° ' LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 4 d i i Tarrytown,NY 10591 ° Ni ' (212)796-5087 I II° 4- dI STRUCTURAL ENGINEER Benson WoodworkingCompany, 6 Blackjack Crossing Walpole,NH 036084 (603)439-2016, A, I. ° I.� MIP ENGINEER ° d Ripcord Engineering Inc. PO Box 4175 Portland,ME 041014 (207)835-4060 41 CONCRETE PAVER RUBBER GYM FLOOR b LIGHTING DESIGNER Byrdwaters DESIGN,Ilc 1/8" 1'-0" 3939 Black Gold Dr °<GARAGE RA E GARAGE Dallas,TX 75247 d — 3d :°° —39A_ 639' 6" (214)460 2673 d n39r d ° °. ° d ° o- 'd� ° d 4°4 _ ° °- •e. e °A I—I 1 I I 2d, _ ° a 04 SECTION DTL BARN GARAGE DOOR 03 SECTION DTL BARN STAIR 02 SECTION DTL EXERCISE ROOM 01 SECTION DTL BARN RETAINING WALL SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = T-0" 2019.05.15 LIF PROD.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: Author SET ISSUE DATES DATE ISSUE 2018.10.12 PID SET 2019.01.11 BID REVISIOI`JS 2019.03.08PERMIT SET– PRE TRUSTEES 2019.05.15 PERMIT SET– TRUSTEES REV REVISIONS NO. DATE DESCRIPTION PERMIT SET 0NF- zwU) I DETAILS BARN wEU wULL 6 NN ca LL ° � U . L ds ar N U J 6/11/2019 5:29:21 PM TIIMBERFRAME SPECIFICATIONS: zW�Rr_H0-r1Mr_77a OMC. -THESE DRAWINGS DEPICT AN EXPOSED,HEAVY TIMBERFRAMED STRUCTURE. -THE TIMBERS ARE NORDIC BLACK SPRUCE GLULAM,UNLESS NOTED OTHERWISE. Lf) In -THE NORDIC TIMBERS MEET THE AITC STANDARDS FOR 24F-1.9E STRESS GRADE. THEIR MOISTURE CONTENT,AT FABRICATION,IS APPROXIMATELY 17%. a N CONCRETE RETAINING WALL,SEE S104 -GLULAM TIMBER SIZES SHOWN ARE ACTUAL. LO -THE TIMBER SIZES ARE SUBJECT TO SLIGHT REVISION;BUT ONLY O O UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD FOR THE FRAME. -THE TIMBER CONNECTIONS ARE BASED ON TRADITIONAL METHODS-USING W (/) N 0 MORTISES,TENONS,SPLINES,PEGS,AND KEYS. THE CONNECTIONS WILL BE DESIGNED AND DETAILED UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD. © W Q N U -ALL METAL CONNECTORS(AT POST FEET,FOR EXAMPLE)ARE TO BE SIMPSON OR EQUAL. X O Will 0 -THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION OF THE SUPERSTRUCTURE F— W T— ;,,, UNLESS THE WORK IS PERFORMED UNDER THE DIRECT SUPERVISION OF THE f" N co ENGINEER-OF-RECORD OR ANOTHER LICENSED ENGINEER-WITH THE WRITTEN IL LL _ APPROVAL OF BENSON WOODWORKING CO.,INC. Q �+- 0 Lo (1) 4"CONCRETE SLAB ON GRADE WITH ENCLOSURE SYSTEM: CO Y 6x6xl0 GAUGE WWM ABOVE 4"OF Z M cc RIGID INSULATION,SEE S104 -THIS BUILDING USES CELLULOSE CORE INSULATED WALL AND ROOF PANELS AS THE Q M - ENCLOSURE SYSTEMS. ~ 3 -THESE PANELS SPAN BETWEEN TIMBER SUPPORTS AT BOTH THE ROOFS AND THE WALLS. Z N -THE PANELS CARRY GRAVITY LOADS ON THE ROOF. �— -THE PANELS CARRY TRANSVERSE WIND LOADS ON THE WALLS. IF THE PANELS AREM Q N �? CARRYING IN-PLANE LATERAL LOADS,THEIR CONNECTION DETAILS ARE DESCRIBED ON SHEET S003. Z r Q N DESIGN LOAD INFORMATION: N d -FLOORS: LIVE LOAD: 40 PSF DEAD LOAD: 20 PSF -ROOF: GROUND SNOW LOAD: 25 PSF ROOF SNOW LOAD: 9 PSF(12-PITCH METAL ROOF) 7"x 14"NORDIC LAM RIDGE DEAD LOAD: 25 PSF 8"CONCRETE FROST WALL,SEE S104 (DEAD LOAD INCLUDES 5 PSF FOR SOLAR ARRAY) 51/8 x 51/8 NORDIC LAM POST,NP. LIVE LOAD: 20 PSF N pf 51/2"x 9 1/2"NORDIC LAM PURLIN,TYP. WIND LOAD: 136 MPH;EXPOSURE D ASCE 7-10 -SEISMIC LOAD: Ss: 17.2% 3 1/2"x 14"NORDIC LAM RAFTER (WIND GOVERNS LATERAL LOADING) FOUNDATION - SHEAR WALL(HATCH),SEE S003 -SOIL LOAD: EQUIVALENT FLUID PRESSURE OF SOIL:30 PCF r �G NORTHFORK 2 1/2"x 15 314"NORDIC LAM RAFTER SHEAR WALL(HATCH),SEE S003 RESIDENCE INSULATED WALLS:2x6 STUDS 24"o.c.w/5/8"ZIP EXTERIOR O SHEATHING,7/16"OSB INTERIOR SHEATHING,20 SERVICE YER,DENSE-PACK CELLULOSE INSULATION 5 1/2"x 9 1/2"NORDIC LAM RIM(IN SECOND FLOOR PANEL) 5250 VANSTON ROAD T CUTCHOGUE, NY, 11935 7"x 12 1/4"NORDIC LAM GIRT ARCHITECT SHEAR WALL(HATCH),SEE S003 ROOF SUPPORT STRUCTURE 331 Third 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 51/8"x 81/2"NORDIC LAM POST,NP. 7"x 9 1/2"NORDIC LAM RIM(IN SECOND FLOOR PANEL) (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 GARAGE WALLS:CAVITY WALL i (212)796-5087 2x6 @ 24"o.c.w/5/8"ZIP SHEATHING D STRUCTURAL ENGINEER INSULATED ROOF PANELS Benson Woodworking Company,Inc. 14"NORDIC NI-40X I-JOIST RAFTERS @ 24"o.c.w/518" 6 Blackjack Crossing ZIP EXTERIOR SHEATHING,7/16"INTERIOR OSB, Walpole,NH 03608 DENSE-PACKED CELLULOSE INSULATION (603)439-2016 INSULATED WALLS:2x6 STUDS 24"o.c.w/5/8"ZIP EXTERIOR NTERIOR BEARING WALL:2x4 STUDS @ 24"o.c.w/7/16"OSB SHEATHING,7/16"OSB INTERIOR SHEATHING,2x3 SERVICE / M/P ENGINEER LAYER,DENSE-PACK CELLULOSE INSULATION Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 SECOND FLOOR SUPPORT STRUCTURE LIGHTING DESIGNER byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 BENSONWOOD D 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX: (603)756-3200 INSULATED FLOOR SYSTEM:9 1/2"NORDIC NI-40 I-JOISTS @ 24"o.c.w/1 1/8"ADVANTECH SUBFLOOR(INSULATION BY OTHERS) EMAIL:info@bensonwood.com FLOOR SYSTEM OVER CONDITIONED SPACE: 91/2"NORDIC NI-40 I-JOISTS @ 24"o.c. 1 1/8"ADVANTECH SUBFLOOR 2019.05.15 LIF PROD.NO. 17086 w/ PROJ.ARCHITECT DE DRAWN BY: EC ROOF STRUCTURE SET ISSUE DATES DATE ISSUE 2018.10.12 BID SET 2019.05.15 PERMIT SET — TRUSTEES REV DREVISIONS i NO. DATE DESCRIPTION 2ND FLOOR SYSTEM PERMIT SET BARN - AXO. OF SUPER STRUCTURE 0--% 002 FOR PERM--IT TYPICAL PANEL FASTENING SCHEDULE a���o-����� oar• ROOF CONNECTIONS- s ROOF TO FLOOR: o0.190 x 18"TRUFAST SIPTP SCREW, � O (2) @ 24"o.c. LO SIMPSON MST160 STRAP OVER ROOF TO TIMBER: o0.190 x 18"TRUFAST SIPTP SCREW, N CORNER OF WALL2 CO 0) (2) @ 24"o.c. Y FLOOR CONNECTIONS-EAVE WALLS: o W N O SECOND FLOOR SHEAR WALL: FLOOR TO WALL @ INSULATED WALLS: 05/16"x 13"SPAX POWERLAGS, 12"o.c. o W Q N U 2x6 SPF STUDS @ 24"o.c.w/7/16"OSB SHEATHING, 5 1/2"x 5 1/2" FLOOR TO WALL @ UNINSULATED WALLS: 05/16"x 13"SPAX POWERLAGS, 12"o.c. NORDIC LAM END STUDS FOR HOLD-DOWNS (G=0.46) OVER HEADERS, 16d(00.131"x 3 1/2") Of W O O LATERAL DEMAND: 310 PLF(CAPACITY:630 PLF) NAIL ANGLED PLATE TO RAFTER 16d NAILS HEADERS, (o0.131 x 3 1/2")2"o.c. tV FLOOR CONNECTIONS-GABLE WALLS: 16d(o0.131"x 3 1/2"NAILS 4"o.c.,2"o.c. I— W _ a, SIMPSON MST160 STRAP OVER @ SHEAR WALLS Q 4- CORNER OF SHEAR WALL 0 to N SHEAR TRANSFER THROUGH FLOOR SYSTEM: FASTEN 2ND � � FLOOR SHEAR WALL BOTTOM PLATE TO NORDIC LAM JOIST w/ 5 1/2"x 5 1/2"NORDIC LAM POST. WALL CONNECTIONS- _ — M _'z 014"x 4 1/2"USP SCREWS 6"o.c., FASTEN 1ST FLOOR SHEAR FASTEN SHEATHING TO SHORT POST WALL TO WALL INSULATED WALLS: 05/16"x 9"SPAX POWERLAG WALL TOP PLATE TO NORDIC LAM JOIST w/01/4"x 4 1/2"USP w/(2) ROWS 8d NAILS 2"o.c. @ @ 18 o.c. = Z M tri SCREWS 6"o.c.. 2ND FLOOR HOLD-DOWNS: DEMAND:4185 LBF WALL TO WALL @ UNINSULATED WALLS: 8d NAILS(00.131 x 2 1/2")3"o.c. f- 0 M - SIMPSON HDQ8 (CAPACITY:7640 LBF) f- 3 SQUASH BLOCKS IN FLOOR SYSTEM @ROOF AND FLOOR DIAPHRAGM NAILING SCHEDULE T_ Z N 13/4"x 9 1/2 NORDIC LAM JOIST POSTS, MATCH BEARING AREA OF POSTS cy) QN 3 EDGE NAILING: 8d(o0.131"x 2 1/2")RING-SHANK @ 6"o.c. p FIELD NAILING: 8d(o0.131"x 21/2")RING-SHANK @ 8"o.c. Q Z c- WALL TYPE LEGEND a N INSULATED EXTERIOR WALL FASTENING SCHEDULE: a INSULATED WALL PANEL FIRST FLOOR SHEAR WALL: 2x6 SPF STUDS @ 24"o.c.w/7/16"OSB SHEATHING, 5 1/2"x 5 1/2" DESIGNED AS PERFORATED SHEAR WALLS CAVITY WALL PANEL NORDIC LAM END STUDS FOR HOLD-DOWNS (G=0.46) a, 2x6 S;PF No.2 STUDS 24"o/c ALL SHEATHING EDGES UNBLOCKED LATERAL DEMAND: 583 PLF(CAPACITY:630 PLF) @ SHEATHING: 5/8"ZIP(EXTERIOR) SHEAR HIGH WALL PANEL 1ST FLOOR HOLD-DOWNS: DEMAND: 9430 LBF 7/16"OSB (INTERIOR) SIMPSON HHDQ11 (CAPACITY: 10160 LBF), DRILL AND EPDXY SHEATHING FASTENING: ROUGH OPENING 01"A307 STEEL ROD INTO FOUNDATION w/HILT] HIT-HY 200 EPDXY, MIN. 15" EMBEDMENT AT EDGE: 8d NAILS (o 0.131"x 2 1/2")@ 6"o.c. OV Nv HOLD DOWN iT.O.1 ST FLOOR SLAB rih AT FIELD: 8d NAILS(o 0.131"x 2 1/2") @ 8"o.c. � ()0 0 SHOE FASTENING: 16d NAILS (0.131 x 3 1/2")@ 4"o.c. BOTTOM PLATE TO FOUNDATION: o5/8"x 6"SIMPSON TITEN HD @ 36"o.c. TOP PLATE: of/4"USP SCREWS @ 12"o.c. @ SECOND FLOOR RIM � C97G95 /1(0'-0 1/4 ANCHOR: NONE LATERAL CAPACITY: 336 PLF SHEAR TRANSFER TO FOUNDATION: FASTEN 2x6 PT BOTTOM PLATE TO CONCRETE w/o5/8"x 6"SIMPSON TITEN HD ANCHORS 24"o.c. INSULATED EXTERIOR SHEAR WALL FASTENING SCHEDULE: BARN WALL A: SHEAR LOAD:628 PLF(CAPACITY: 630 PLF) HOLDDOWN DEMAND: 5340 LBF EXTERIOR SHEAR WALL- DESIGNED AS PERFORATED SHEAR WALLS 2x6 SPF No.2 STUDS @ 24"o/c ALL INTERIOR SHEATHING EDGES BLOCKED WITH DRILL& PO Yo7/8"SIMPSON HDQ8(CAPACITY: 6865 LBF) NORTHFORK DRILL&EPDXY o7/8"A307 STEEL ROD INTO FOUNDATION wl 2x4's (MIN.) HILTI HIT-HY 200, MIN. 19"EMBEDMENT I INTERIOR SHEAR WALL ELEVATION GRID BF 0 o I 2 SCALE: 1/4"=1'-0" SHEATHING: 5/8"ZIP (EXTERIOR) 7/16"OSB(INTERIOR) RESIDENCE INTERIOR SHEATHING FASTENING: AT EDGE: 8d NAILS(o0.131"x 2 1/2")@ 3"o.c. AT FIELD: 8d NAILS(o0.131"x 2 1/2")@ 8"o.c. SHOE FASTENING: 16d NAILS (00.131"x 3 1/2")@ 2"o.c. BOTTOM PLATE TO FOUNDATION: o5/8"x 6"SIMPSON TITEN HD @ 24"o.c. TOP PLATE: SEE FLOOR PANEL FASTENING SCHEDULE ANCHOR: SEE PLAN 5250 VANSTON ROAD LATERAL CAPACITY: 630 PLF CUTCHOGUE, NY, 11935 UNINSULATED EXTERIOR WALL FASTENING SCHEDULE: ARCHITECT DESIGNED AS PERFORATED SHEAR WALLS Lakeflato Architects,INC 2x6 SPF No.2 STUDS @ 24"o/c ALL SHEATHING EDGES UNBLOCKED 331 Third Street SHEATHING: 5/8"ZIP(EXTERIOR) San Antonio,TX,78205 (210)679-2327 SHEATHING FASTENING: AT EDGE: 8d NAILS(o0.131"x 2 1/2")@ 6"o.c. CIVIL ENGINEER AT FIELD: 8d NAILS(00.131"x 2 1/2")@ 8"O.C. The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 BOTTOM PLATE TO FOUNDATION: o5/8"x 6"SIMPSON TITEN HD @ 36"O.C. (631)726-7600 TOP PLATE: SEE FLOOR PANEL FASTENING SCHEDULE ANCHOR: NONE LANDSCAPE ARCHITECT LATERAL CAPACITY: 168 PLF LL, Margie Ruddick Landscape J_ 11 Neperan Road Unit 6 a " UNINSULATED EXTERIOR SHEAR WALL FASTENING SCHEDULE: Tarrytown,NY 08 10591 co o (212)796-5087 co a__ EXTERIOR SHEAR WALL- DESIGNED AS PERFORATED SHEAR WALLS o X 2x6 SPF No.2 STUDS @ 24"o/c ALL SHEATHING EDGES BLOCKED WITH 2x4's(MIN.) STRUCTURAL ENGINEER O-a\o Benson Woodworking Company,Inc. Q m SHEATHING: 5/8"ZIP(EXTERIOR) 6 Blackjack Crossing Q Walpole,NH 03608 Z= (603)439-2016 p z SHEATHING FASTENING: U_�_ AT EDGE: 8d NAILS(o0.131"x 2 1/2")@ 3"o/c O�z AT FIELD: 8d NAILS(o0.131"x 2 1/2")@ 8"o/c M/P ENGINEER W ZO Ripcord Engineering Inc. OPO Box 175 �0- BOTTOM PLATE TO FOUNDATION: o5/8"x 6"SIMPSON TITEN HD @ 24"o.c. Port and4ME 04101 � (207)835-4060 ri Z li: TOP PLATE: SEE FLOOR PANEL FASTENING SCHEDULE z U_ ANCHOR: SEE PLAN LIGHTING DESIGNER BARN WALL D: (EXTERIOR WALL TYPE) O oLATERAL CAPACITY: 630 PLF SHEAR LOAD: 364 PLF(CAPACITY:630 PLF) J w byrdwaters DESIGN,Ilc HOLDDOWN DEMAND: 3100 LBF -�(D 3939 Black Gold Dr HOLDDOWN: SIMPSON HDQ8(CAPACITY:6865 LBF) j Og U Dallas,TX 75247 DRILL& EPDXY o7/8"A307 STEEL ROD INTO FOUNDATION w/ Q INTERIOR SHEAR WALL FASTENING SCHEDULE: (214)460-2673 HILTI HIT-HY 200, MIN 19"EMBEDMENT W,0 a MECH.OPENING DESIGNED AS FTAO SHEAR WALL w/24" m z INTERIOR SHEAR WALLS - DESIGNED AS SEGMENTED SHEAR WALL SIMPSON CSHP18 STRAPS AT ALL FOUR CORNERS 2x6 SPF No.2 STUDS @ 24"o/c ALL SHEATHING EDGES BLOCKED WITH 2x4's(MIN.) D STRUCTURAL GRID SHEATHING: 7/16" OSB(ONE SIDE) M (INSIDE OF OSB) SHEATHING FASTENING: AT EDGE: 8d NAILS(00.131"x 2 1/2")@ 3"o.c. AT FIELD: 8d NAILS(o0.131"x 2 1/2")@ 8"o.c. SHOE FASTENING: SEE DETAIL 2, S003 BENSONWOOD TOP PLATE: SEE DETAIL 2, S003 6 BLACKJACK CROSSING ANCHOR: SEE DETAIL 2, S003 WALPOLE,NH 03608 USA LATERAL CAPACITY: 630 PLF PHONE: 0 FAX: (603)756-3200 o EMAIL:info@bensonwood.com Q w 0 m 0 J W - 2019.05.15 LIF PROJ.NO. 17086 mm PROJ.ARCHITECT DE DRAWN BY: EC o� Um <_J O-o SEE ELEVATION U 2 2 FOR INTERIOR SET ISSUE DATES J o S003 SHEAR WALL DETAILS DATE ISSUE EL Z2018.10.12 BID SET Z"tW 2019.05.15 PERMIT SET — TRUSTEES REV J Q Q JQ >Q c) >WQ z<0 Q=O M W X BARN WALL G: SHEAR LOAD: 155 PLF(CAPACITY: 336 PLF) REVISIONS HOLDDOWN DEMAND: 1310 LBF(RESISTED BY�EAD LOAD) NO. DATE DESCRIPTION PERMIT SET TRUE PROJECT NORTH BARN - LATERAL 01 LATERAL FORCE RESISTANCE PLAN - GARAGE BARN FIRST FLOOR LEVEL SCALE: 1/4"=1'-0" FORCE RESISTANCE PLAN FOR PERM111 0 0 7 S105 s s N LO 32'-3" L - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N LID I I I 00 0) M I I I W A N 0 I I I W N I o . Q N v i� co 1-02-111102"j, I /K I c1f X O O I I1 I I— Wim +, �. N (a M I I I LL C) " O In N T.O.FTG. 20 1 3� 1 O I I I r rZN 72 I I MQN I O T-0„ 8" 3.6„ I I Z Q N W { I I I I 1 I I LO In 124 ' N c C14 y� eco I I N✓��- I I I trr i a' 24'-11" 1 ' , I FOUNDATION SPECIFICATIONS I I GENERAL SPECIFICATIONS fit, q 11'-7 1/2" 12'-7 1/2" 1 8 I -The building footings have been designed using an assumed minimum allowable soil bearing pressure of 3000 psf. I -All footings, post pads, and slabs are to be poured on undisturbed soil or well-compacted fill,or pinned to cleaned ledge. I I -All footings are to be placed below frost line 30" and stepped, as required by local building code. I I -Foundation walls are to be plumb,square, and sized to within ± 1/4" of relative elevations shown on plans. 14 13 1 + I I I CONCRETE SPECIFICATIONS T.O.SHELF S105 10 1/2" S105 1 o I I -Concrete used in footings,post pads,foundation walls, piers, and slabs shall develop a minimum compressive strength of I � I , I 3000 psi in wi days, NORTHFORK unless otherwise specified on drawings. — — — — — — — — — — — — — ' — — — — — — — — — — — — — ' -All concrete shall be placed and cured in accordance with ACI standards. o a I T.O.W.O 8" I o e I / I -Concrete shallnot be installed when subject to freezing temperatures, unless following ACI procedures for curing under such 1 — — — T.O.S.(-)0"— — — — — — I — — — — — — — — — — — — — , verse conditions. _ slRESIDENCE I I T.O.SHELF ' 1 I I 1 -Hydraulic Cement substitutes as defined in ASTM C-618 shall be used in the redi-mix up to the limits defined below,except in T.O.W. I I MECH. S LAB M 1 I I I I " I slabs;do not use hydraulic cement substitutes in concrete for slabs: + 6" I I O 4" I I 1 I 12: I 81116 I I Class F Fly Ash 10%to 20% O I I 1 NOTE:PITCH SLAB 1"TO EXTERIOR I I I 21/4', 13' I Class C Fly Ash 15%to 25% ( ) — — — I I I— — — — — — — — — — — — — I Blast Furnace Slag 20% to 30% ( I- - - - -T.O.S. + 1"— I I I I � , . I co U') I I I -Vertical contraction joints for full height walls to be located 15 feet from interior corners (minimum) and spaced 30 T.O.FTG. I I TOW — — — — — — — — — — — — — — — — I + I I ' I APPROXIMATE LOCATION 12 — — — — — — — — — — — — — —I I feet center to center(minimum),or as shown on plans. Joints are to run from footing to top of wall, and be formed on both sides 20 1 1 + I I I I FOR UFER GROUND S105 I I of the foundation wall. ( )6" -The exterior side of the joint shall be caulked with a chemically curing thermosetting joint sealant(such as o I I I o I I I I I polysulfide, polyurethane or silicone)that will remain flexible after placement. After the groove has been caulked, a protective cover such as a 12" wide felt strip shall be placed over the joint below grade. 5250 VANSTON ROAD 2 I I g I I I I I I "S 05 t I S105 T.O.FTG 1 I I I I I -Mix specifications for finish slabs shall be coordinated with the Architect of Record. CUTCHOGUE, NY, 1 1935 I I 3�� I I I I I I Concrete finish(e.g. polishing, board form) shall be coordinated with the Architect of Record. I I T.O.SHELF , 1 I I o p REINFORCING SECIFICATIONS I I _ I I I I I I I I -Reinforcingbars(rebars)shall be ASTM A615-GRADE 60. Lap splices shall be a minimum of 24 bar diameters ARCHITECT 4,1 1 I I I QQ I I I I I I 0 2 for#4 rebar) long. I I 1 1 I I I I 1 I I I -At all foundation wall &footing corners,horizontal bars are to be made continuous around the corner. Bend bars as required, lap LakelFlato Architects,INC 1 I I WNW"1 I I I I 1 _I I I splices to be a minimum of 24 bar diameters. 331 Third Street — — — — — — — — San Antonio,TX,78205 I I I I I I I I FASTENERS (210)679-2327 I I I I I I I I -Any required Simpson Strong Tie Titen bolts and/or threaded rod anchors shown elsewhere in this drawing set will be installed by 11 I I I I I I I I BWC. No cast-in-place hardware is included in the barn foundation. S105 - GARAGE 1 I I I 1 I INSULATION AND VAPOR BARRIER CIVIL ENGINEER I I I I I I I I -All sub-slab and frost wall insulation shall be NEOPOR PLUS GPS TYPE IX in accordance with ASTM C578 with a nominal R value The Raynor Group,P.E.&L.S.PLLC I l = NOTE: I - I I I I I of 5/inch, 860 Montauk Highway,P.O.Box 720 -PITCH SLAB 2"OVER LENGTH; o I I - I I I I -Vapor Barrier shall be 10mm polyolefin resin in accordance with ASTME1745 and ASTM F1249, such as Stego Wrap Class A or Water Mill,NY 11976 `, PITCH IN THIS DIRECTION Fv v approved equivalent. (631)726-7600 I o I o I I I I I I -Vapor Barrier shall be left at least 24" long or taped at slab edge as detailed. BWC will place under PT sill and will perform finish a, I I I O I I t I I cut. F-: LANDSCAPE ARCHITECT DETAILS I I 12'-5 1/2" 12'-51/2" I I I I I I Margie Ruddick Landscape I I I I I I I -Sub-slab preparation, dampproofing or waterproofing, any sub-slab electrical, plumbing or radon piping, and all 11 Neperan Road Unit 6 footings and floor drains to be coordinated by General Contractor. Tarrytown,NY 10591 I I T.O. FTG. I I I I I I -Contractor to provide and install foundation vents per applicable codes. (212)796-5087 I I 3„ I I 1 I I I 1 5" I T.O.SHELF 1 I/I () I I I I I j I I It is the responsibility of the foundation contractor to careful/ review all working drawings and details for accuracy and consistency. On/ 1 I p y y g g y y y STRUCTURAL ENGINEER Alk T.O.W. I 0411 I I 1 7'-2" 1 I = I I drawings marked "FOR CONSTRUCTION"shall be used for construction work. Unity Building Technologies cannot be held responsible for 6„ work initiated incorrectly due to misunderstanding or misinterpretation. if there are any questions after foundation plans have been Benson Woodworking Company,Inc. I I I I I I 1 I I I reviewed,please call Unity Building Technologies before initiating any work. The Unity Building Technologies office number is:(603) 6 Blackjack Crossing 1 3" 1 I_ _ _W xW"I 3'-0" 8" 3'-6" I I I — — — _I i I 756-3600. The phone is answered Mon-Fri, 8am-4pm,eastern time. Walpole,NH 03608 I I I I I I (603)439-2016 11 I I I I I I I I S105 I I I 1 I 1 1 I FOUNDATION SPECIFICATIONS M/P ENGINEER 4"8"4" I I I I I I Ripcord Engineering Inc. I I I I I I TYPICAL FOOTING v I I 5 I I I I PO Box 4175 DIMENSIONS AT BARN Cl) _ Portland,ME 04101 ,n I I S105 I I I I (207)835-4060 I I I I � I I I I o I ' N 1 I I I 1 LIGHTING DESIGNER I F-- I I I I I I I I I I I I I I I byrdwaters DESIGN,Ilc I I 8 I + I I I I 1 3939 Black Gold Dr Dallas,TX 75247 I I S106 I I 1 I I T.O.W. I O I I I I I 4 460-2673 OgLI (+)6„ I - - - - I I I I I I T.O.W. I � 36"x36" (+)6„ I T.O.SHELF _ _ _I , 1 I I I 1 I I I I 1 T.O.SHELF BENSONWOOD 8" I b I I l I I T.O.W. I SLAB-ON-GRADE I I I 1 I I 6 BLACKJACK CROSSING d (-)1 1/2' 1 I T.O.SLAB @ U-0"(DATUM) °o I I 8 C=) I I I 1 WALPOLE,NH 03608 USA I S105 I I PHONE:(603)756-3600 I 12 I SEALED CONCRETE FINISH SLAB - I I I GENERAL NOTE 1: FAX: (603)756-3200 S105 I I I T-2" I I I I I DATUM (0'-0") IS TOP OF FIRST FLOOR SLAB. ALL FOUNDATION EMAIL:info@bensonwood.com 1 1 I i I ELEVATIONS ARE GIVEN RELATIVE TO THIS BENCHMARK. I I I I 3'0" 8" 3'6" GENERAL NOTE 2: ' 5 I T.O. FTG. 3 I ' ' I I I ALL FOOTINGS TO BE AT LEAST MINIMUM DEPTH BELOW FROST I I I 1 I LEVEL,AS PER LOCAL CODE(30").ALL FOOTINGS SHALL BE I (_,g S105 I , 1 1 I EXCAVATED TO ORIGINAL UNDISTURBED SITE SOILS,AND 2019.05.15 LIF PROD.NO. 17086 0 0 T.O.W. 1 1 SHALL REST ON A 6"LAYER OF COMPACTED CRUSHED STONE (+,6, I I I I I OVER UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL PROJ.ARCHITECT DE DRAWN BY: EC WITH A MINIMUM ALLOWABLE BEARING PRESSURE OF 3 TONS I ' M I I I PER SQUARE FOOT. FOOTING ELEVATIONS SHOWN ACCOUNT + I I I FOR ESTIMATED DEPTH OF EXISTING FILL FOUND IN SET ISSUE DATES 1 GEOTECHNICAL INVESTIGATION,VERIFY IN FIELD. S105 I I 11 I o I I I I I I I DATE ISSUE N II I I ~ I I I I I I I 2018.10.12 BID SET r` 7'-01/4 8 17 23/4" _ GENERAL NOTE 3: o T.O.FTG. I I I I I I I I 2019.05.15 PERMIT SET — TRUSTEES RE' DO NOT BACKFILL RETAINING WALLS UNTIL FIRST FLOOR SLAB (-)20 I I I I N I I rn I I I I I I I I 4 I I O° I I I 1 I IS POURED AND CURED TO 28 DAY STRENGTH. S105 I I S 05 I I I I I I I I r6►T.O.SHELF I I I I I I I I BUILDER GENERTTO PROD DE ADEQUATE FOOTINGS AND PIERS FOR I I I I I O8 I I I I I I I I STAIRS AT EXTERIOR DECKS AND PORCHES. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --4__ - J GENERAL NOTE 5: NO J-BOLTS OR OTHER CAST-IN-PLACE HARDWARE. T.O.W. 1 12 T.O.W. T.O.W. ANCHORAGE TO BE INSTALLED BY WALL PANEL INSTALLER. (+)6" S105 S105 (-)1 1/2" (+)6" REVISIONS GENERAL NOTE 6: NO. DATE DESCRIPTION REBAR INSPECTION: ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE SHALL INSPECT REINFORCEMENT BEFORE T-41/4" T-3 3/4" 14'-3" FOOTINGS&WALLS ARE POURED. NOTE: 24'-11" THIS DRAWING DOES NOT CONTAIN ALL INFORMATION NECESSARY FOR CONSTRUCTION. REFER TO ALL DETAILS, SPECIFICATIONS,AND NOTES. GRID LINES PERMIT SET APPROXIMATE CONCRETE VOLUMES FOR THE TRUE TRUE FOUNDATION ELEMENTS SHOWN IN AXONOMETRIC: I DETAIL NUMBER NORTH PROJECT NORTH PROJECT 5105 REFERENCED DETAIL SHEET FOOTERS: 44 PLAN - GARAGE BARN FOUNDATION DIAGONALS - GARAGE BARN WALLS: 34 CY BARN �j)FIQUNDATION SCALE: 114"=1'-0" 2 SCALE: 1/4"=V-0" SLABS: 17 CY FOUNDATION NOTE:THAT THIS IS AN APPROXIMATE VOLUME -FOUNDATION DIMENSIONS ROUNDED TO NEAREST 1/4" PLAN ONLY,AND THAT BWC TAKES NO RESPONSIBILITY -FLOOR AND DECK FRAMING DIMENSIONS ROUNDED TO NEAREST 1/8" FOR ANY USE MADE OF THIS INFORMATION. -SITE CONDITIONS MAY AFFECT ELEVATIONS OF FOOTINGS. FOR PERMI :T] %A 10 4 8" g 10 MIL VAPOR BARRIER,LEAVE AT LEAST In Lo 24"LONG FOR SITE CUT BY WALL PANELU O r- �3" 5" INSTALLER 3" 5" Lo T.O.WALL N 0 T.O.WALL O d7 z SEE S104 z SEE S104 24"TO END OF F" �t BENT REBAR CUT OUT FOAM OVER WALL,AND CUT OUT FOAM OVER WALL,AND N W (!) N #4 BAR @MAX 12 BELOW T.O. - #4 BAR @MAX 12"BELOW T.O. ALLOW SLAB TO POUR INTO IT �' WALL `�' WALL 8" LLOW SLAB TO POUR INTO IT © W Q N T.O.SLAB O SEE S104 ° SEE S 04 ° ° ° ° ° T.O.SLAB T.O.SLAB X v v v v v v v v v o v v v SEE S104 ° SEE S104 '~^ W GRADE /\ /\ GRADE _/\r�711 i\rL71L 1> _- /\ /\ /��� ./\ /\ 4 D v 4 v v v/ \4 ° ° ° 3 RIGID INSULATION _ ° _ °_ _ ° 1/4"ASPHALT EXPANSION JOINT ° ° ° ° ° ° ° ° ° � O �n 1 61 I � 114"THICK CONCRETE SLAB w/ O 0 0 0 0-1 F-110 0 0 0 0 0 4"THICK CONCRETE SLAB w/ -41 EI F_17116x6x10 GAUGE WWM o O p 0 0 0 0 o p o o v 6x6x10 GAUGE WWM 8 -00 _ 0 0 0 O p o o' #4 BARS @ 48"o.c.BENT VERTICAL, 0 0 0 C O o 00 0 o p o1 11 v 0 O O O 0 O #4 BARS @ 48"o.c.BENT VERTICAL, I T.O.FTG. v c T.O.WALL = Z CO 0 0 0 0 O O O o v ° 0 0 -00 O ALTERNATING DIRECTION,EXTEND O 0 0 0 0 0 0 0 O 0 ° 7 0 0 O O O' - SEE S104 O (� ALTERNATING DIRECTION,EXTEND ° ° ° ° SEE S104 0 0 0 0 O p O p 0 0 0 0 O , INTO FOOTING,NP. n n n n O O O O 0 0 o NTO FOOTING,TYP. � I CAPILLARY BREAK b/t FOOTING AND F- 0 p o p 0 t o v 0 00 o0 O Op 4"RIGID INSULATION w/10 MIL VAPOR ° 0 O O • • • 0 O 0 O O WALL,GRACE VYCOR OR EQUIVALENT 0 0 0 0 0 o BARRIER O p 0 0 6' OF CLEAN COMPACTED GRAVEL v v v v v �- Z N 4"RIGID POROUS PIPE O 0 O O ° 0 O o 0 0 0 ° O O O O O 1 la #4 L BARS 24"o.c ALTERNATING 0 O O O p 0 r DIRECTION-EXTEND 24 INTO ° M Q FOR RADON MITIGATION 0 0 � ° ° ° �� N 4 BAR HORIZONTALLY BAR HORIZONTALLY SLAB REINFORCEMENT o O 0 0 6" R CLEAN COMPACTED GRAVEL O o C ° ° 4 g C4 O O p O O C v C 0 0 O O 0 0 C v vVl v v v FROST WALL,RETURNS FROM Z O p CLEAN GRAVEL BACKFILL 4 8 4 0 O CLEAN GRAVEL BACKFILL ERIMETER WALL Q ° , 00 p O o I #5 BARS CONTINUOUS ALONG FOOTING, 0 T.O.FTG. ° 0 0 0 R° N O 0T.O.FTG. o ° ° ° ° (6)BARS TOP&BOTTOM.CONTINUE p o o p C SEE S104 0 0 0 00 SEE S104 04 I BOTTOM BARS INTO FULL WIDTH OF T.O.FTG. a O 0 0 0 0 0 C ° ° OOTINGS AT EAVE WALLS. SEE S104 0 p 000 CAPILLARY BREAK b/t FOOTING AND ° v . ° v o CAPILLARY BREAK brt FOOTING AND v v v v v ° v ° p _WALL,GRACE VYCOR OR EQUIVALENT C 0 C WALL,GRACE VYCOR OR EQUIVALENT VI CAPILLARY BREAK b/t FOOTING AND ° ° ° o O C ° O O O WALL,GRACE VYCOR OR EQUIVALENT 00000000 0 000 0 000 ° ° - ° ° ° #4 BARS @ 48"o.c.BENT VERTICAL, ° ° ° 0 0 0 0 C ° ° ° v ° v ° v ° JNTO FOOTING,GDIREECTION,EXTEND • o ppo p (2)#4 BARS CONTINUOUS ALONG v v p o ppo (2)#4 BARS CONTINUOUS ALONG v v vl v P. 0 FOOTING LENGTH �irr�7�Gam/ p OOTING LENGTH • T1 0; co MIN. 00Oo000 ° M MIN. ° 0000000 n ° ° ° ° MIN. `°_ - - o �pFNF4�✓ COVER 0 0 0 0 0 161' COVER 00 0 00 ° ° COVER SEE S104 �•� ��cs�,-'rl} c t;' Ir� 19 NORTHFOF 1 �INULATED FOUNDATION WALL SLAB ON GRADE 2 GARAGE FROST WALL �INERIOR STRIP FOOTING FOR SHEAR WALL d �INERIOR FROST WALL FOUNDATIONLE: 11/2"=1'-0" SCALE: 11/2"=1'-0" LE: 11/2"=1'-0" -TLE: 11/2"=1'-0" RESIDENCE 10 MIL VAPOR BARRIER,LEAVE AT LEAST 8" 8" � 24"LONG FOR SITE CUT BY WALL 5250 VANSTON R0, 2" 2.. a 2„ 0 3" 5" NSTALLER CUTCHOGUE NY T.O.WALL T.O.WALL T.O.WALL T.O.WALL SEE S104 SEE S104 GRADE SEE S104 SEE S104 ARCHITECT ° ° v Z v v 6 ° v 1#�4pBAR @ MAX 12"BELOW T.O.LL LakelFlato Architects,INC 331 Third Street ° ° co ° )0 0 0 0 0 0 0 T.O.SLAB San Antonio,TX,78205 3 RIGID INSULATION 00 O 00 0 O C ° ° VARIES,SEE S104 (210)679 2327 GRADE v 000 poo 0 000' ��—��;� v ° v ° �--;�° 4"THICK CONCRETE SLAB w/ ° . ° GRADE O o 00 0 CIO 6x6x10 GAUGE MM 5 BARS @ 6"ox.,VERTICALLY 10 MIL VAPOR BARRIER, 5 BARS @ 6"o.c.,VERTICALLY ° CIVIL ENGINEER SEALED TO WALL w/ O O O O O 5 BARS @ 9"o.c.,VERTICALLY O p o 0 p o RS @ 4 "o.c.BENT VERTICAL, #4 BA 8 5 BARS 18"o.c.,HORIZONTALLY 0 O 0 0 7" 5" o 4" O O ALTERNATING DIRECTION,EXTEND The Raynor Group,P.E.&L.S.PLLC v O' o C STEGO TAPE @ O 0 0 5 BARS 18 o.c.,HORIZONTALLY ° C 0 o NTO FOOTING,NP. 9 y a 5 BARS 18"o.c.,HORIZONTALLY O 0 0' �� 0 O O O 0 0 0 0 0 0 0 O v O p o 0 p p o @ v O O O p p 0 p O C T.O.SHELF Water Mill,NY 11976 'P O.Box 720 CLEAN GRAVEL BACKFILL CLEAN GRAVEL BACKFILL 0 OOp p C ° °16" ° 0� 00- � O0I SEE S104 ° ° ) 0 0 0 0 0 O O C ° - ' 0 0 0 p p �0 p o 0 0 0 CLEAN GRAVEL BACKFILL (631)726-7600 4 4 v 0 0 0 - - 4"RIGID INSULATION w/10 MIL VAPOR LANDSCAPE ARCHITECT \/ O O v p 0 O 0 0 ppp p p 0 ° ° ° '\ 0 0 0 0 0 0 0 0 0 WATERPROOF MEMBRANE >0 0 0 p 0 0 0 C WATERPROOF MEMBRANE 0 p 0 0 0 0 0 C 's z BARRIER Margie Ruddick Landscape 0 0 O 0 0 O 0 \/ ° ° 0 O GRADE 0 0 WATERPROOF MEMBRANE �. O 11 Neperan Road Unit 6 \ o O o o O ° o O 0 0 0 0 O ^ ^O '7° ° ° 40R RADON MITIGARIGID POROUS TION Tarry own,N87 0 0 0 0 O p 0 0 0 0 0 0 O O 0 O O Tarrytown,NY 10591 O o 00 0 0 0 0 0 0 0 °a v ° 0 p 00 O 0 CAPILLARY BREAK ON TOP OF FOOTING, O 0 0 0 0 C 0 0 0 O 0 6"OF CLEAN COMPACTED GRAVEL v O O O CAPILLARY BREAK ON TOP OF FOOTING, O 0 ° ° 00 0 00 0 00 a 0 0 0 0 0 0 0' 12 WIDE STRIP OF GRACE VYCOR OR a O 0 12"WIDE STRIP OF GRACE VYCOR OR a 0 0 0 0 CAPILLARY BREAK ON TOP OF FOOTING, v v v 0 0 0 0 0 0 < ° o o O 0 o EQUIVALENT a O O O 0 O a )0 0 00 0 00 12"WIDE STRIP OF GRACE VYCOR OR #4 BAR HORIZONTALLY 1 O^ O 0^O O^ w 0 0 0 0 O w ° 0 0 0 0 0 O p QUIVALENT ° 0 p 0 0 LLI0 0 0 , - - - - - T.O.FTG. QUIVALENT STRUCTURAL ENGINEER 0 ° � 0 00 00 u p �pO0000000C 0 000000 9 Company, Z v 0 0 O O O O 00 O 00 ° O O 104 Benson Woodworkin Com an Inc. z v 0 0 0 0 0 1 0 0 0 0 O O O ° ° ° ° ° 6 Blackjack Crossing o 00 0 00 o #5 BARS @ 18"o.c.,ALONG LENGTH o n 0 0 C o 0 00 0 C p #5 BARS 18"o.c.,ALONG LENGTH z O O 0 O O v v Walpole,NH 03608 ° 0 O 0 p OF FOOTING 0 - O O @ O O #5 BARS @ 18' o.c.,ALONG LENGTH (603)439-2016 N 0 0 0 0 O 0 C N ° O p p O p O O C OF FOOTING ° Opp O p o 0 #5 BARS @ 12"o.c. o O 0 0 O o' 0 0 0 0 �, p p OF FOOTING ° ° ° ° ° #4 BARS HORIZONTALLY 9"o.c.BOTH HORIZONTALLY T.O.FOOTING 0 0 0 0 0 0 0 T.O.FOOTING #5 BARS @ 18'o.c. )0 0 00 O T.O.FOOTING WAYS @ O O o 0 O 0 SEE S104 O p O p O #��AF�S �"O.C.C ° v O Opo 0 00 O SEE S104 HORIZONTALLY O 0 0 0 0 0 SEE S104 M/P ENGINEER 0 0 0 0 0 FILTER FABRIC HORIZONTALLY 0 0 C 0 0 0 C FILTER FABRIC Z Op p p O p p 00, • Ripcord Engineering Inc. ° 00 0 0 0 0 ° 0 0 0 0 0 p O O ILTER FABRIC 0 0 O 0 0 O 3/4"-1"WASHED O O O " - ° o 0 0 0 ° ° ° ° ° - MIN. PO Box 4175 O O O 3/4"-1 WASHED 0 0 0 0 0 0 3/4"-1"WASHED M Portland,ME 04101 COVER n 0 O n O p O n CRUSHED STONE UL4 �0 0 0 n O o 0 r CRUSHED STONE N - 00 n 00 0 n 0 CRUSHED STONE (207)835-4060 N u CV N 10 O I O U O O 7-J O SEE S104 LIGHTING DESIGNER O O O O O O 00 3939 Black Gold Dr byrdwaters DESIGN,Ilc v C v v v O O O N O - � - v . v O 0 _ 00 0 00 Dallas,TX 75247 v v v v (214)460-2673 N O (V ° 000 X00 ° 0 n0 0 ° ° X00 ^ 000 ° O O ' O O ce) v v v v 8"MIN. v v (� v v ° v ° ° 8"MIN, ° v v ° O M v v ° v ° ° 8"MIN. ° v , ° 0 J O O 0 0 0 0 4"RIGID POROUS PIPE 4"RIGID POROUS PIPE 4"RIGID POROUS PIPE DRAIN TO DAYLIGHT SEE S104 8 SEE S104 DRAIN TO DAYLIGHT SEE S104 8" SEE S104 DRAIN TO DAYLIGHT OR DRY WELL,TYP. OR DRY WELL,TYP. SEE S104 8" SEE S104 OR DRY WELL,TYP. #5 BARS 6"o.c.w/STANDARD HOOKS(3 3/4"MIN.BEND DIAMETER) #5 BARS 6"o.c.w/STANDARD HOOKS(3 3/4"MIN.BEND DIAMETER) #5 BARS 9"o.c.w/STANDARD HOOKS(3 3/4"MIN.BEND DIAMETER) 5 �RETAINING WALL UNINSULATED WALL RE�INNG WALL INSULATED WALL EX�ERR RETAINING WALL �INM ED FOUNDATION WALL7 8 INTERIOR FOOTINGLE: 1 1/2"=1'-0" SCA /2"=1'-0" SCA /2"=1'-0" /2"=1'-0" ' BENSONWC 6 BLACKJACK CROSSIN WALPOLE,NH 03608 US PHONE:(603)756-3600 FAX: (603)756-3200 EMAIL:info@bensonwood.( CURB BEYOND 16" 4"THICK CONCRETE SLAB w/ 24"TO END OF 6x6xl0 GAUGE WWM T.O.SLAB BENT REBAR 7" 5" 4" v v v v v v v VARIES V CHAMFER 2019.05.15 LIF PROJ.NO. T.O.SLAB PROJ.ARCHITECT DE DRAWN BY T.O.WALL ° ° ° ° ° ° ° T.O.FTG. ° ° °� • SEE S104 ° z SEE S104 SEE S104 - _- - \/— 1" HAUNCH SLAB OVER WALL @ v v v v v `. ° •� - GARAGE DOOR OPENINGS ° , #4 BAR @ MAX 12"BELOW T.O. p �- p WALL SET ISSUE DATES 0 O O O O O ° ° #4 BARS HORIZONTALLY o Opo 0 000 0 00 0 0 ° ° (3)#4 BARS HORIZONTALLY ° SEOE S 04 DATE ISSUE @ 9"o.c.BOTH WAYS O 0 p O O O O 0 0 0 0 0 0 p v HAUNCHED SLAB \/ / 2018.10.12 BID SET v �ICOVER MIN. 0^00 0^0p O^Op O^0 O 00 0 0p v /\ v \v GRADE 1/4'ASPHALT EXPANSION JOINT2019.05.15 PERMIT SET - TRU ° ° ° ° ° ° 000 0 000 0 0 O0- 0 pop SET.O.STEP ES104 00 0 00 0 0 00 0 00 0 ° ° 0 0 0 0 L 4"THICK CONCRETE SLAB w/ SEES 1.0 0000 0000 O p Op O p o 0 ' v v ^ �O p 00 0 C 6x6x10 GAUGE WWM 0 0 0 0 0 0 C n 0 0 n 0 0 n 0 0 0 #4 BARS @ 48"o.c.BENT VERTICAL, ° 0 O 0 O 0 ° ° ° O O ^0 0 ^0 0 ^l B O O � ALTERNATING DIRECTION,EXTEND O 0 O 0' ( 0C _INTO FOOTING,TYP. OF CLEAN COMPACTED GRAVEL _ - O O o--sp�C— ° ° ° p p 0 BAR HORIZONTALLY REVISIONS 9 �IN �ElR FOOTING DETAIL GARAGE FOUNDATION GARAGE DOOR , ' O 000 ' 2"=1'-0" 1 1 SCALE: 1 1/2"=1'-0" v � v 10 0 00 C CLEAN GRAVEL BACKFILL NO. DATE DESCRIP' 3„ 5., g o p p o p T.O.FTG. ° ° ° 0 0 0 O C SEE S104 0 0 0 0 CAPILLARY BREAK b/t FOOTING AND T.O.WALL v v o )0 0 O WALL,GRACE VYCOR OR EQUIVALENT � SEE S104 0 a WALL BEYOND 10 0 00 0 v o =' T.O.SLAB o�i�rG its ° 0 0 00 0 0 (OOT NG LEN#4 BARS GTH ALONG SEE S104 BAR MINIMUM MIN. O O 0 p O ° v COVER° OOOopp GRADE TEMPORARY SLAB STOP TO BE REMOVED c� 16" v ° BY FOUNDATION CONTRACTOR AFTER e o a. ^ PERMIT SET -ILL 11 0 L SLAB SETS o o p o v o 0 10 MIL VAPOR BARRIER BETWEEN SLAB o ' o O AND INSULATION,TYP.,LEFT 24"+LONG 0. �5 ppo p 000 O O p 0 p v O p oO 0 O oC FOR SITE CUT BY WALL INSTALLER O 0 0 0 00 O 0 O 00 0 1/4' ASPHALT EXPANSION JOINT % BARN O p o O p C O p o 0 O O o. , Opti 000 0 0 00 0 4"THICK CONCRETE SLAB w/ ; ' j'�. ��` 0 6x6xl0 GAUGE WWM 0 0 0 0 Ij O 0 O ° 0 0 O 0 0 0 0 00 00 � o Oo o FOU N DATIO O 0 O O O 4"RIGID INSULATION w/10 MIL VAPOR � , " � OOOn000n000n 0 OnCoon0C BARRIER ` �. DETAILS 4"RIGID POROUS PIPE FOR RADON MITIGATION 6"OF CLEAN COMPACTED GRAVEL 1 O�INULATED FOUNDATION WALL DOOR UFER GROUNDLE: 1 1/2"=1'-0" SCALE: NOT TO SCALE SCALE: FOR PERMIT S1 ot� Qff�(�I'r00-P'��'V� �G�1fGo u UN 2 O a N LO 1 0 W � (N O ° WQ (N U I— W U) (N (6 0 LL 4— s N 0 L() a) LL — M -,L = ZM � QOM � ZN MQN Z0 Q N U) CL OF Nf- C07695 11'-3 1/8" 12'-61/2" 8" 1 I i 5 11 101/4" NORTHFORK S205 S206 � S206 - — - - - - - - - - - - - - - - - - --------- 0 0 o0 0 5 1/2"x 9 1/2"NORDIC LAM RIM 5 RESIDENCE N S206 2x6 FRAMED WALL WITH X5/8"ZIP SHEATHING 1 1 I o S205 N S206 I I I 8 I I 12 5206 I i s206 5250 VANSTON ROAD ' CUTCHOGUE NY 11935 51/8"x 8 1/2"NORDIC LAM POST BELOW, 51/8"x 81/2"NORDIC LAM POST I I 51/8"x 51/8"POST ABOVE 0 0p p 1 ARCHITECT NON-STRUCTURAL LakelFlato Architects,INC 1 1 OST ABOVE 331 Third Street San Antonio,TX,78205 (210)679-2327 I I g I I 1 I CIVIL ENGINEER 0 I I The Raynor Group,P.E.&L.S.PLLC O' O I 860 Montauk Highway,P.O.Box 720 q WM d Z I I Water Mill,NY 11976 N 0 °��° I I (631)726-7600 o I � I N Q I i LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 51/8"x 81/2"NORDIC LAM POST z 1 5 1/8"x 8 1/2"NORDIC LAM POST BELOW, 1 X51/8"x51/8"POST ABOVE STRUCTURAL ENGINEER S205 `' 41 I Benson Woodworking Company,Inc. `" I I NON-STRUCTURAL 6 Blackjack Crossing 2 0 1 1 POST ABOVE Walpole,NH 03608 S206 c►—n I I (603)439-2016 O II g � i i M/P ENGINEER z I O Ripcord Engineering Inc. U I� PO Box 4175 I I g Portland,ME 04101 F9 9 o O v z O I I U (207)835-4060 n OQ cfl ao z X w �' I I LIGHTING DESIGNER o I I byrdwaters DESIGN,Ilc Lu I I 3939 Black Gold Dr X Dallas,TX 75247 1 51/2"x 117/8" r— (214)460-2673 /8"NORDIC LAM 6 1 HEADER&5 1/2"x 6 3/4"POST S 05 S206 I I 51/2"x 6 3/4"NORDIC LAM POST BELOW, ABOVE MECH.CAVITY I 1 5 1/8"x 5 1/8"POST ABOVE C3D ----- -- _ 4 M STRUCTURAL GRID3'-6" -"' — (INSIDE OF OSB) I I ' NON-STRUCTURAL INSULATED WALLS:2x6 STUDS w/5/8"ZIP I I OST ABOVE EXTERIOR SHEATHING,7/16"OSB INTERIOR S206 I I I SHEATHING,21/2"SERVICE LAYER I I f f1 I I I BENSONWOOD WALPOLE,NH 03608 USA o g 11 4 6 BLACKJACK CROSSING co I S206 S206 I I PHONE:(603)756-3600 x ui I I FAX: (603)756-3200 EMAIL:info@bensonwood.com Lo= I 1 I . 1 I 2x4 FRAMED WALL WITH I I 51/2"x 51/2"NORDIC LAM POST x4 FRAMED WALL WITH 7/16"OSB ` I 0 4 0 7/16"OSB BE OWEI BOVE&BELOW Q S205 L_ - Q — �— I ' 2019.05.15 LIF PROJ.NO. 17086 N 51/2"x 51/2"NORDIC LAM POST N I I OSB BOVED&BELOWWALL ITH 7/16" S206 -Fill13 PROJ.ARCHITECT DE DRAWN BY: EC I N 2x6 FRAMED WALL WITH 7/16"OSB — I `O ' I STAIR OPENING SET ISSUE DATES � 10 DATE ISSUE z o S206 22 3/4" 2 'S205 3 4 v o v 2018.10.12 BID SET °O I i� S205 S206 2019.05.15 PERMIT SET — TRUSTEES RE) v 10 C/) (2) x10 SPF#2 HEADER M I o' I Z 0) N WALL BELOW co to N O S205 co 7 � r S206 p --�- - Cl? NOTE — DOOR RO I 7"x 91/2"NORDIC LAM RIM — _ NORDIC(1 3/4"AND LARGER MATERIAL)=24F-1.9E BLACK SPRUCE GLU-LAM NORDIC(1 1/2"MATERIAL)=13F-1.6E BLACK SPRUCE GLU-LAM LAMCO=1.2F-1.6E SPF GLULAM 3'-03/4" 1'-11" DF GLU-LAM=24F-V8 DOUGLAS FIR GLU-LAM REVISIONS 4'-113/4" NOTE: NO. DATE DESCRIPTION THIS DRAWING DOES NOT CONTAIN ALL INFORMATION -NECESSARY FOR CONSTRUCTION. REFER TO ALL DETAILS, o a o p o SPECIFICATIONS,AND NOTES. 1771 =POST ABOVE(SOLID HATCH) =POST BELOW("X"HATCH) 12'-0" 12'-0" 24'-0" 24'-0" GRID LINES - PERMIT SET 1 DETAIL NUMBER TRUE TRUE 5 1.3 REFERENCED DETAIL SHEET NORTH PROJECT NORTH PROJECT FIRST FLOOR POST & STRUCTURAL WALL PLAN - GARAGE BARN �SECOND FLOOR FRAMING PLAN - GARAGE BARN -FOUNDATION DIMENSIONS ROUNDED TO NEAREST1/4" BARN- -FLOOR AND DECK FRAMING DIMENSIONS ROUNDED TO NEAREST 1/8" SCALE: 114"=1'-0" LE: 1/4"=1'-0" -SITE CONDITIONS MAY AFFECT ELEVATIONS OF FOOTINGS. STRUCTURAL FRAMING PLAN MAY BE SLIGHTLY REVISED UNDER FLOOR PLANS THE SUPERVISION OF THE ENGINEER OF RECORD ONCE FINAL PANEL BREAK UP IS COMPLETE. A 111h' 204 FOR PERMIT u L0 U :E� O T- x6 SPF STUDS @ 24"o.c. s N Lf) 7/16"OSB SHEATHING O O 5/8"x6"TITEN HD @ 24"o.c ANCHOR Y 7/16" . � d' x6 PT BOTTOM PLATE o W (n N O O C c N 1/4"COROPLAST(BY OTHERS) }°` _ 114"COROPLAST(BY OTHERS) ;`" f.;. T.O.SLAB X O aan r ° _a , "o p p p p p p SEE S104 O ^:• rr'c. a� ;-,.. 5/8"ZIP SHEATHING y,a� �,-�;, P, +� 5/8"ZIP SHEATHING o a t• „ ;.: o,a„ -�°z�� i� i�r�r1r ° aaa:,.,` x6 SPF STUD @ 24 o.c. , ,{.,(; a a a r a a (n N tts `" DENSE PACK CELLULOSE INSULATION °' ° a"r v L v `/ L x6 SPF STUD @ 24"O.C. o, n. r,a as t;coo+. r LL — °`'° 7116"OSB SHEATHING `'" ""`' I'� � 0 � O a c": a p o--. 0 SERVICE LAYER o .-;at,p„ ,,> a c r'o 0 r;' a M -Y ciao a_;(�U Clgc �,c nap O,,'= .:a^ r y .�av ( Cr,f:.-• Cr) I1V 1_'o r16d(o0.131 11 x31/2)@4II 11 o.c. (2"; o.c.FOR SHEAR WALLS) :, ....:; .; t� Q M — r,:r^ r c�' p oy p p p p p p � • o5/8"x6"TITEN HD ANCHOR @ 36"o.c. • ,`<:.' r; o 5/8'x6 TITEN HD ANCHOR @ 36"o.c.(24" 16d(00.131"x 31/2")�4"o.c. (@ 24 o.c.FOR SHEAR WALLS) U v Z~ N518x6TITEN HANCHOR @ 36o.c.FOR SHEAR WALLS) N v r 3 3 x6 PT BOTTOM PLATE "{ ar// FENTRIM GASKET a GASKET (o Q N 3 fJ x6 LAMCO BOTTOM PLATE ` i> ,.,,>y x6 LAMCO BOTTOM PLATE Z O TAPE WALL TO FOUNDATION w/ = "' �r; a rc rtx6 PT SILL PLATE "`_ „ : x6 PT SILL PLATE INTERIOR 2x6 SHEAR WALL SHOE DETAIL Q N FENTRIM IS2 75mm TAPE, 15mm °�°° _°, a` „�=aa...,°,. r. FOLDED SIDE TO CONCRETE =' TAPE WALL TO FOUNDATION w/ {'° ""° r' TAPE WALL TO FOUNDATION W/ ,,P. �I.'i„-,. SCALE: 1 1/2"=1'-0” � � (TO BE CONCEALED BY SIDING) °° IS2 75mm TAPE, 15mm r�° a.;`.y. FENTRIM IS2 75mm TAPE, 15mm FOLDED SIDE TO CONCRETE FOLDED SIDE TO CONCRETE SPRAY FOAM BY BUILDER W- 6 (TO BE CONCEALED BY SIDING) SPRAY FOAM BY BUILDER 2 (TO BE CONCEALED BY SIDING) T.O.FND WALL T.O.FND WALL T.O.FND WALL p I SEE S104 z SEE S104 ° _ z_ SEE S104 1 1116" SILL SEAL UNDER PT PLATE 1 1/16" SILL SEAL UNDER PT PLATE 0o co co a a v 1/4"LEXAN SHIM 'OF NC's T.O.SLAB T.O.SLAB _ 1/2' SMALLER THAN POST ti�NpN D.Q ° ° p ° SEE S104 ° ° ° ° SEE S104 ° ° GRADE I a a GRADE �, ° a a . GRADE = - v T.O.SLAB UO U UO U UO 0 UO OO O 0 O 00 O 0 0 00 �+.. SEE S104 ?y 'A' y. 0 0 0 0 O 0 0 0 ° O 0 O ° O O C p p 0 O 0 O 0 000 0 p 0 I 31I 51, p 0 0 . 0 0 0 ) 0 0 0 0 00 0 00 0 00 0 )0 0 00 ) 0 0 0 0 0 00 O 7/8"DIA.THREADED ROD DRILL& +� `" " 00 0 0 5 0 0 0 0 00 v v 00 0 0 U v 0 00 0 0 0 0 0 — . ' . - - — — . — EPDXY INTO CONC.5"MIN.EMBED. 7� C376950n0 0n0 0n0 0n0 000000 000000n00000 00000C 00000 0 0 o o e BYBWC) ; ,. p)0 O 00 00 O00 C ° ° ) 00 0 0 ° ° 0 00 O 1 00 0 0 0 00 0 0 0 00 0 0 0 00 O O 0 0 O c a � � � � � � DOTING,SEE S104 �- o v 0 0 0 O 0 0 0 0 0 0 0 v 0 000 / O0000 �0 0 00 n0 n n0 n n0 � 00 0 0 0 0 0 ({s 11-00 p , 00 O 00 O 0 p p p 0 0 0 � � � • � � � NORTHFORK alsCALE: x6 CAVITY EXT WALL SHOE DETAIL 2 INSULATED EXT WALL SHOE DETAIL 3 INSULATED EXT WALL SHOE DETAIL RETAINING WALL POST BASE CONNECTION TO SLAB 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" 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 BENSONWOOD 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX: (603)756-3200 EMAIL:info@bensonwood.com 2019.05.15 LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: EC,PU SET ISSUE DATES DATE ISSUE 2018.10.12 BID SET 2019.05.15 PERMIT SET — TRUSTEES REV REVISIONS NO. DATE DESCRIPTION PERMIT SET BARN - FIRST FLOOR FRAMING DETAILS FOR PERMIr LO C) C'4 LO ()0 to c" W < N C`0 C /8"ZIP SHEATHING 0 n,,C 0 r 0 5/8"ZIP SHEATHING 5/8"ZIP SHEATHING 0 0" 0 o,o 0 o 0 0 C4 II a r oct Q1 /8"ZIP SHEATHING 0 o c, c, to 0 18"COR-TENN TRUFAST,2 @EACH RAFTER C. c, o o 0 o 0 4, 0 0 Ct 0 o. 8"COR-TENN TRUFAST,2 @EACH RAFTER U) N m 18"COR-TENN TRUFAST,2 @EACH RAFTER -,oc" "I 1,� oo- 8"COR-TENN TRUFAST,2 @EACH RAFTER nCO,�C�o' 14"NI-40x I-JOIST RAFTER @ 24"o.c. 0 -40x IJOIST RAFTER @ 24"o.c. 14"N I Or) 14"NI-40x I-JOIST RAFTER @ 24"o.c. G ILL — rv " to't a 4- 0 r. ENSE PACK CELLULOSE C to'o o"41 Q,� DENSE PACK CELLULOSE 0 1) 0 t I o ,i, ,t- 4"NI-40x I-JOIST RAFTER @ 24"o.c. -'r, oc� ENSE PACK CELLULOSE % 19 o CO3 ENSE PACK CELLULOSE In 0) r,- c,r. /8"WEB STIFFENER 7 /8"WEB STIFFENER ce) _X Oro I o o v,U 0 /8"WEB STIFFENER 17 0 Or 1) 1 9X BLOCKING b/t RAFTERS /8"WEB STIFFENER n g 2X BLOCKING b/t RAFTERS o 1 0 1 cl t�1 11 1 2X BLOCKING b/t RAFTERS V `X BLOCKING b/t RAFTERS Z Cr) (D 0, /16"OSB SHEATHING o%'I 7/16"OSB SHEATHING I)o" 0, /16"OSB SHEATHING 0, /16"OSB SHEATHING I" o 0 0 c. 0 1) o o c� ct Jfi oc, e. o Go 0 to z C\1 ct i" or" �0' --GASKET r t; Ce) N pt`, GASKET c, 0 L!4) 0 _—G -----GASKET C. 0 ...... ,"?"o - I I� ", I-L"'o, o 1-:, I�, i3 5/8"ZIP SHEATHING z o < N T.O.2ND FLOOR SUBFLOOR T.O.2ND FLOOR SUBFLOOR T.O.2ND FLOOR SUBIFLOOR (9'-11 1/4") T.O.2ND FLOOR SUBFLOOR (9r_11 1/4") (9'-11 1/4") Mill (9'-1 1 1/4") W 'v' LLA —1 3/4"x9 1/2"NORDIC LAM RIM A --_1 1/8"ADVANTECH SUBFLOOR 1 3/4x91/2 NORDIC LAM RIM NORDIC LAM RIM 1/2"NI-40x I-JOISTS @ 24"o.c. 13/4"x 9 If2"NORDIC LAM RIM 1/2"x 9 1/2"NORDIC LAM HEADER l 1/8"ADVANTECH SUBFLOOR it INSULATION BY OTHERS 5 1/2 x 9 U2"NORDIC LAM HEADER 014"x 4 1/2"USP SCREWS,(3)@ 24"o.c. 9 1/2"NI-40x I-JOISTS @ 24"o.c. \16/ \r 11 /4"x 4 1/2"USP SCREWS,(3)@ 24"o.c. _ JNSULATION BY OTHERS v V TOENAIL RIM TO WALL w/16d A A\ TOENAIL RIM TO WALL wl 16d SULATION BY OTHERS N oO.1 31x3 1/2") NAILS 4"o.c. __INSULATION _(oO.131 x3 1/2") NAILS 4"o.c. 2 (2)ol/4"x 4 1/2"USP SCREWS EACH -;'---JOIST TO WALL BELOW —SIMPSON IUS2.56/9.5 I-JOIST HANGER —SIMPSON IUS2.56/9.5 I-JOIST HANGER D (2) ol/4"x 4 1/2"LISP SCREWS EACH -------JOIST TO WALL BELOW -_9 1/2"NI-40x I-JOISTS @ 24"o.c. "r4w xl!i LAMCO TOP PLATE 1/2"NI-40x I-JOISTS @ 24"o.c. A --_____JNSULATION BY OTHERS ..--5/8"ZIP SHEATHING -,-----2x6 LAMCO TOP PLATE ZIP SHEATHING SPF STUDS @ 24"o.c. ____5/8' 0 2x6 SPF STUDS @ 24"o.c. —11/8"ADVANTECH SUBFLOOR nO 097C95 c" —11/8"ADVANTECH SUBFLOOR r, pot: ENSE PACK CELLULOSE 0 , / I 7/16"OSB SHEATHING A GARAGE DOOR 0 R 24 SERVICE LAYER —4— NORTHFORKT�D FLOOR PANEL DETAIL INSULATED FLOOR PANEL DETAIL GARAGE DOOR FLOOR DETAIL OVER OPENINGFLOOR PANEL DETAIL �INSULATEDEXTWALLSCAL1/2 � scAL11/2�_0, scAL11/21 O' scAL . 11/ l 0, RESIDENCE T.O.2ND FLOOR SUBFLOOR 5250 VANSTON ROAD (9'-111/4") 1/8"ADVANTECH SUBFLOOR CUTCHOGUE, NY, 11935 9 1/2"NI-40x I-JOISTS @ 24"o.c. ARCHITECT I-JOIST BLOCKING b/t JOISTS OVER LakelFlato Architects,INC -TIMBER 331 Third Street c, 77 0 C c 0 0,- 7 San Antonio,TX,78205 11/8"ADVANTECH SUBFLOOR (210)679-2327 16d(oO.131 x 31/2") 4"o.c. 8d NAILS(oO.131 x 2 1/2")@ 3"o.c. 16d(00.131"x 31/2")@ 4"o.c. 13/8"PAD OUT FOR 11/4"FINISH c c�o G 0, 16 GAUGE GALVANIZED STAPLES,3/4" //__16 GAUGE GALVANIZED STAPLES,3/4" o o WIDE x 13/4"LONG,2 ROWS 2"o.c. _8d(oO.131 x 2 1/2")@ 24"o.c. IDE x 13/4"LONG,2 ROWS 2"o.c. CIVIL ENGINEER a 0 1 6d(0.131"x 31/2")@ BOTH SIDES OF The Raynor Group,P.E.&L.S.PLLC '10 /o ACH JOIST 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 2x6 SHOE PLATE (631)726-7600 1/2"PLYWOOD SHEATHING o. 7 x6 SHOE PLATE x 12 1/4"NORDIC LAM GIRT 1/2"PLYWOOD SHEATHING �__T.O,2ND FLOOR SUBFLOOR T.O.2ND FLOOR SUBFLOOR 6 T.O.2ND FLOOR SUBFLOOR LANDSCAPE ARCHITECT Al (9'-11 1/4") (9'-1 1 1/4") F Mar ie Ruddick Landsca eeperan Road Unit 6 --8d(00.131"x 21/2' @ 6"o.c. 1 1/8"ADVANTECH SUBFLOOR Tarrytown,NY 10591 8d(00.131"x 2 1/211)@ 6"o.c. (212)796-5087 11/8"ADVANTECH SUBFLOOR 13/4"x 9 1/2"NORDIC LAM COLLECTOR �UN IL�N T �FLO�OR PANEL�CON�NECT�10N�TIM�BER�GIRT���� SC V� 0? SCALE:�1 U1 L/2�� IV Id —5 1/2"x9 1/2"NORDIC LAM RIM JOIST 7"x9 1/2"NORDIC LAM RIM STRUCTURAL ENGINEER 91/2"NI-40x I-JOISTS @ 24"o.c. Benson Woodworking Company,Inc. 7 -----INSULATION BY OTHERS INSULATION BY OTHERS 6 Blackjack Crossing Z�_ F�l 2 6 2 6 ____JNSULATION BY OTHERS Walpole,NH 03608 N N -2016 c'- 6d TOENAILS(oO.131 x 31/2)@ 6"o.c. 6/ (603)439 16d TOENAILS(00.131"x 3 1/2") 4"o.c. �� A OTH SIDES '\—(2"o.c.FOR SHEAR WALLS) _--______00.148X4 3/8"NAILS,4"o.c. T.O.2ND FLOOR SUBFLOOR (9'-11 1/4 M/P ENGINEER o o" c x6 LAMCO TOP PLATE --2x6 LAMCO TOP PLATE 5/8"ZIP SHEATHING v —1 1/8"ADVANTECH SUBFLOOR Ripcord Engineering Inc. 1.),: C "o, c. PO Box 4175 1/2"NI-40x I-JOISTS @ 24"o.c. 2 DENSE x6 SPF STUDS @ 24"o.c. _16d(oO.131"x 3 1/2")@ 4"o.c. t. I-JOIST BLOCKING b/t JOISTS OVER (207)835-4060 c Portland,ME 04101 5/8"ZIP SHEATHING ENSE PACK CELLULOSE 1MBER x6 SPF STUDS @ 24"o.c. T 7' 7/16"OSB SHEATHING 20 SERVICE LAYER v INSULATION BY OTHERS LIGHTING DESIGNER byrdwaters DESIGN,Ilc 13/8"PAD OUT FOR 1 1/4"FINISH 3939 Black Gold Dr Dallas,TX 75247 --8d(00.131"x 2 1/2")@ 24"o.c. (214)460-2673 16d(00.131"x 31/2")@ BOTH SIDES OF EACH JOIST x 12 1/4"NORDIC LAM GIRT INSULATED FLOOR o OR P � DETAIL INSULATED WALL ..... FLOOR 0 P ��DETAIL �INSUIATED�EXTER10R GABLE�WALL INSULATED USC 0SCALE: 1 1/ lO' SCALE: BENSONWOODSC 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX:(603)756-3200 EMAIL:info@bensonwood.com T.O.2ND FLOOR SUBFLOOR2x6 SPF STUDS @ 24"o.c. Z/ 7/ (9--111/4") w-7/16"OSB SHEATHING 1/4"x 4 1/2"USP SCREWS 6"o.c. 2019.05.15 LIF PROJ.NO. 17086 11/8"ADVANTECH SUBFLOOR 2x6 BOTTOM PLATE V.- PROJ.ARCHITECT DE DRAWN BY: EC,PU X ---—--- T.O.2ND FLOOR SUBFLOOR 91/2"NI-80 I-JOISTS @ 24"o.c. 77i (9'-11 1/4") /8"ZIP SHEATHING SET ISSUE DATES 1 3/4"x91/2"NORDIC LAM COLLECTOR 2x4 TOP PLATE DATE ISSUE <4 JOIST 18"COR-TENN TRUFAST,2 @EACH RAFTER 2018.10.12 BID SET 9 1/2"NI-40x I-JOISTS @ 24"O.C. 16d(0.131"x 31/2") BOTH SIDES OF 0 C o D? 14"NI-40x I-JOIST RAFTER @ 24"ox. EACH JOIST 2019.05.15 PERMIT SET TRUSTEES REV ENSE PACK CELLULOSE C, c, 0o o /8"WEB STIFFENER 7/16"OSB SHEATHING 0 o o o cr. oc,0 2x4 SPF STUDS @ 24"o.c. 2X BLOCKING b/t RAFTERS �6 G oo 0 D, x6 TOP PLATE —7/16"OSB SHEATHING '------o 1/4"x 4 1/2"USP SCREWS 6"o.c. 1�0 111�1� ----2x6 SPF STUDS @ 24"o.c. 0 o 0 0 o- c .-7/16"OSB SHEATHING o c, ,,—GASKET I '\1V o- Q cc o REVISIONS FLOOR PANEL TO INTERIOR BEARING WALL CONNECTION "t- INTERIOR 0 � AR WALL CONNECTIONS N EC T I ON S�S STAIR HOLE E � NO. DATE DESCRIPTION 1 oSCALE: 1 1/2"=V-)" SCA�111�0� 7 T.0.2ND FLOOR SUBFLOOR 9-11 1/4") v i 1/8"ADVANTECH SUBFLOOR I 3/4"x91/2"NORDIC LAM RIM 91/2"NI-40x I-JOISTS @ 24"o.c. T.O.2ND FLOOR SUBFLOOR (9'-11 1/4") v/ --INSULATION BY OTHERS r i IT —5 1/2"x9 1/2"NORDIC LAM HEADER 112 8'/ (2) 01/4"x 4 1/2"USP SCREWS EACH 8-----JOIST TO PLATES PERMIT SET 16d(0.131"x 3")NAILS,2 ROWS @ 6"o.c. it �0_ 4" .4" 5/8"x6"TITEN HID ANCHOR 24"o.c. 6,,, -,-1/2"PLYWOOD SHEATHING BOX BEAM FOR MOUNTING DOOR TRACK BARN - SECOND .. , 5/16"x 13"SPAX POWERLAG24"oc - 0 FLOOR FRAMING —5/8"ZIP SHEATHING DETAILS 4 HEADERER SLID ING BARN DOOR ...... INSULATED U SCALE: . SC Amr& pr& FOR PERMIT1 t; 206 tJ '^ VELr) Y J u O r a N LO E CO 0) E N WAN O © WQN v exp O I— W (n � N (6 LL y-- � 0to N — ('7Y zZMco QOM r. F' ti 3 zN � cM Q N z O r- < Q N U) CL �of nlF w •.r � i •r l(r I 5 I I S404 NORTHFORK RESIDENCE I I I I I - I , I I 1 I I q S206 1 0 12 I I 12 12F I � �12 I 5250 VANSTON ROAD I I CUTCHOGUE, NY, 11935 2 1/2"x 15 3/4"NORDIC LAM RAFTER I ARCH ITECT I LakelFlato Architects,INC 1 1 51/8"x 5 1/8"NORDIC LAM POST BELOW 331 Third Street I I San Antonio,TX,78205 I I 10)679-2327 SKYLIGHT OPENING II CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 0 AS404 6 I I 12 Water Mill,NY 11976 5404 S404 I I S206 N I I (631)726-7600 I I I I LANDSCAPE ARCHITECT I • Margie Ruddick Landscape I 11 Neperan Road Unit 6 g I I Tarrytown,NY 10591 S404 I I 5 1/8"x 51/8"NORDIC LAM POST BELOW 2)796-5087 21/2"x 15 3/4"NORDIC LAM RAFTER I I a I I STRUCTURAL ENGINEER ZI I Z Benson Woodworking Company,Inc. 5206 ? I I Walpole,NH 03608 2 Blackjack Crossing 603 439-2016 o I I o ( ) SKYLIGHT OPENING ? 0 I I w M/P ENGINEER CL � I ; I0 Q w I I w Ripcord Engineering Inc. Q Portland,ME 04101 I I ¢ PO Box 4175 0 0 (J < 1 1 gOf LO N o I , I o (207)835-4060 N X I I Z X LIGHTING DESIGNER Xbyrdwaters DESIGN,Ilc I I� N U I I U 3939 Black Gold Dr I I O I I z Dallas,TX 75247 21/2"x 15 3/4"NORDIC LAM RAFTER (214)460-2673 <1 o D - - - I I I I 11 I I 51/8"x 51/8"NORDIC LAM POST BELOW S404 12 I I S404 I I SKYLIGHT OPENING I I I Ile s o6 BENSONWOOD N I I 6 BLACKJACK CROSSING i I WALPOLE,NH 03608 USA I I PHONE:(603)756-3600 I I FAX:(603)756-3200 I I EMAIL:info@bensonwood.com I ` I I 1 3 1/2"x 14"NORDIC LAM RAFTER I I I 0 1 -2x6 FRAMED WA L WITH 7/16" 2019.05.15 LIF PROJ.NO. I7086 0 10 71, 1 OSB BELOW 1 - PROJ.ARCHITECT DE DRAWN BY: EC I\_51/2"x 51/2"NORDIC LAM POST BELOW I I SET ISSUE DATES DATE ISSUE 4 2018.10.12 BID SET I I 4 0 2019.05.15 PERMIT SET - TRUSTEES REV 5206 I I S404 co III I 1 I I I 5 I I I S404 I I I NOTE: NORDIC(1 3/4"AND LARGER MATERIAL)=24F-1.9E BLACK SPRUCE GLU-LAM NORDIC(1 1/2"MATERIAL)=13F-1.6E BLACK SPRUCE GLU-LAM (2)1 3/4"x 117/8"NORDIC LAM HEADER LAMCO=1.2F-1.6E SPF GLULAM VER WINDOW IN WALL BELOW DF GLU-LAM=24F-V8 DOUGLAS FIR GLU-LAM REVISIONS NOTE: NO. DATE DESCRIPTION THIS DRAWING DOES NOT CONTAIN ALL INFORMATION NECESSARY FOR CONSTRUCTION. REFER TO ALL DETAILS, 2 p 3 SPECIFICATIONS,AND NOTES. 12'-0" 12'-0" =POST ABOVE(SOLID HATCH) ® =POST BELOW("X"HATCH) 24'-0" < C>— - — GRID LINES PERMIT SET I DETAIL NUMBER TRUEPROJECT S-13 REFERENCED DETAIL SHEET NORTH 1 ROOF FRAMINGP LAN - GARAGE BARN -FOUNDATION DIMENSIONS ROUNDED TO NEAREST 1/4" BARN - ROOF SCALE: 1/4"=1'-0" -FLOOR AND DECK FRAMING DIMENSIONS ROUNDED TO NEAREST 1/8" -SITE CONDITIONS MAY AFFECT ELEVATIONS OF FOOTINGS. FRAMING P LAN FRAMING PLAN MAY BE SLIGHTLY REVISED UNDER THE SUPERVISION OF THE ENGINEER OF RECORD ONCE FINAL PANEL BREAK UP IS COMPLETE. FOR PERMIT t;403 �arra�o--uov��-v-� oa�o a LO O V N LO E � 00 0) LL r-- E 0 WAN O o WQN U J OfX0, W T— , (n � N (C LL w- � 0Lo N — M Y QOM F- r, � zN 3 MQN Z O r Q N IJ C OF NE Iy Ar 4k \s C07695 -ti•. 1 t NORTHFORK RESIDENCE .5/8 ZIP SHEATHING 18"CORE-TENN TRUFAST @ 12"o.c. 8d(00.131"x 21/2")@ 3"o.c. 5250 VANSTON ROAD _5/8ZIP SHEATHING CUTCHOGUE NY 11935 1 3/4"x14"NORDIC LAM RAFTER @ RAKE PE APPLIED ON SITE° ' ° O; 14"NI 40x I-JOIST RAFTERS @ 24"o.c. Cr n n`.:,'{fq• 'c r ARCHITECTGENSE PACK CELLULOSE 0 0c, n0* r.. o { n a.. ENSE PACK CELLULOSE .; n c:pur�01., 0 C,;rani 00'1")1, qcu nto Lake FlatoArchitects,IN Cnr14I-JOIST RAFTERS 24o.c./16n OSB SHEATHING 7/8"RIM BOARDC ' O K[^t 331 Third Street n U Q,1 0 "i r,O Cn r,0 0 a 0 ccnSan Antonio,TX,782050 r 14"NI-40x I-JOIST RAFTER 24"o.c. ASKET O Q G 3/41 UAL ROD "o g o Y ,: Oct: (210)679-2327 0 O n x6 LAMCO TOP PLATE rG r'° r' ✓ <: b 'a C , G`. ...~ !+` ENS E PACK CELLULOSE C) CLEAT @BOTTOM OF ROOF PANEL. 2 1/2"x 15 3/4"NORDIC LAM RAFTER 0, n ogo ,, . SIMPSON IUS2.56/141-JOIS T HANGER,q.' )fJ BEYOND) C CIVIL ENGINEER p` dfg7/8"PAD OUT ".G O+, C 0g 0 00 [:a0 0 nG "° o n ' p"` G -o a G 6O r; q,s _] 0, 0', ` ° 18"COR-TENN TRUFAST,2 @EACH RAFTER , ^ q, r- no:) , D^ t ^cnD` O< � o Oc G, O ' n0, The Raynor Group,P.E. .8 L.S.PLL C pu 13/4nx 14"NORDIC LAM RIM oC r 1 a 0 0, r,qa nO GCGtv : v:, 3/4"x3 314"NORDIC LAM RIDGE 5/16"x 9"SPAX POWERLAG @ 24"o.c. 860 Montauk Hi hwa ,P.O.Box 720 "00 2.orjt:`."a,q cCe,:::c_«6, l7G.=qUsao0,u �.0C:GoC.n=r,'�'n,-•'rrG, , \ °~ a' > ` " ' P So Water Mill,NY 1 RIPPED 2X NAILED TO PURLIN 1976 LEDGER,G 51/2nx 91/2"NORDIC LAM PURLIN U;G r ; qf,, lq (631)726-7600 'C -nq ' w/2 ROWS 16d(0.131 x 3 1/2)NAILS 6" 5/16"x 9"SPAX POWERLAG @ 24"o.c. 6 Go.c.a a° o° °nr ^o " o r.Y c> RIPPED 2X LEDGER,NAILED TO RIM W/2 LANDSCAPE ARCHITECT n': C G Cl a ;,. C-o +!t. `t c, _ e,+,.,C G n C '_ °r ,?' 'a° G '� , ' p / OWS 16d(0.131 X 31/2")NAILS 6"o.c. - h 1/2"x 91/2"NORDIC LAM PURLIN cot..,pe'gf :! c,r,� '?r,n , < q. ,, a' its. c, 'c.r' tc: r<'lo.o'' n'n n: / -r^i,, 'o, u'n` �r, Margie Ruddick Landscape -ne , f, r).,. `;` _ �n ,; „, .:,n•':r� ,:;'n=, , �,''`:��; ��,t,.c'.r'`,;- ^" .G,. / � 1 3/4"x 91/2"NORDIC LAM LEDGER, 11 Neperan Road Unit 6 _—v� 13/4"x 14 NORDIC LAM RIM NAILED TO PURLIN w/3 ROWS 16d(0.131 Tarrytown,NY 10591 u r1 C,C to 'G Cs a u Y C a c, ;G v Z n ' p i• r ^ q c '- t 31/2")NAILS 6"O.C. (212)796-5087 11/2"x91/2"NORDIC LAM LEDGER, O J'� C r n'Un, r' O O <,':' O c,e a t 'r r•' '0 G`n o :a ' f' n., NAILED TO PURLIN w /2 ROWS 16d(0.131 E TO WALL CONNECTION " r='` a \ `t`ROOF PANEL RAKE EDGc 31/2")NAILS 6"o.c.SCALE1 1/2"=1 -0° Gt, '0pG' , ' p STRUCTURAL ENGINEER ,>cv'❑s'`cfr_,:,,y.nn�,^r":)';,,'�,c�'�'.r,,-�.`cG.'r,.='Gr„:,7,.,ii{r,::c''rc''.Iv)J'_n,,qc.r='o>`n'' ;"f.a,c '� � ;7'�'�'.'.qq=Or,'.Cfr r.re',Co_rGr.,t^:r':rr,."'^;o+.�U;:r[,a�,{+),on:.rr,'a C,frc{) J� //t:«;),p:'.,c,,Q''?r`''+ o,`:,'' q`r.'.`rc r,nG'"e- ' 2)05/16nx 9"SPAX POWERLAG @ 24n o.c. Benson Woodworking Company,Inc.r, Co'o{:n ra0pr�Cp 0 r:qn" p ur6 Blackjack Crossing n00" 61 C, 0 0 ^ p ra{ qCcn n, Walpole,NH 03608 V rn. -2016O (603)439 no i'- ?11 i C,pC•U,.; Q,1; C:. G;+,., .+}R G O'�i�gI'<,C` r,: r,� C , :,f, M/P ENGINEER ;t> ' •,, t:,:, 14"NI-40x I-JOIST RAFTER @ 24"o.c. Ripcord Engineering Inc. C) '. G n- a r'q q '^ "` SENSE PACK CELLULOSE ro qo. Win` ,r'c-.:, PO Box 4175 7/8"OSB WEB STIFFENER Portland,ME 04101 >r 7/16"OSB SHEATHING 21/2"x 15 3/4"NORDIC LAM RAFTER (207)835-4060 (BEYOND) 2X BLOCKING b/t RAFTERS LIGHTING DESIGNER byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 SECOND FLOOR PANEL (ASSEMBLY VARIES) ROOF RIDGE DETAIL SKYLIGHT OPENING DETAIL SILL Q SKYLIGHT OPENING DETAIL HEAD 6 SCALE: 11/2"=1'-0" � SCALE: 111/2"=1'-0" v SCALE: 11/2"=1'-0" � BENSONWOOD 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX:(603)756-3200 EMAIL:info@bensonwood.com fah 2019.05.15 LIF PROJ.NO. 17086 ., PROJ.ARCHITECT DE DRAWN BY: ECRU ROOF PANEL NOT SHOWN FOR CLARITY SET ISSUE DATES ®r V i f,i, t, c, o r \t, 0 1)(j0`r. ,° 18"COR-TENN TRUFAST @EACH RAFTER �` ROOF PANEL NOT SHOWN FOR CLARITY ATE ISSUE `'' ° (PREDRILLED) '� ' "`;,vf-. t' 2018.10.12 BID SET "f'` 03/8 x 19" 10x480mm ASSY VG PLUS ', 03/8' x 141/4' (10x360mm)ASSY VG CYL "0- o''n ° ( ) r, FULLY THREADED SCREW FOR TENSION 2019.05.15 PERMIT SET — TRUSTEES REV °"r'"`°` FULLY THREADED SCREW FOR SHEAR a" G.. o. 4 `' r,s' •' ,'f' t\ii REINFORCEMENT(PREDRILL 01/4") i s REINFORCEMENT(PREDRILL o1/4 OOF PANEL NOT SHOWN FOR CLARITY `I q o p 7"x14"NORDIC LAM RIDGE(NOTCHED FOR ��'*, 51/2"x91/2"NORDIC LAM PURLIN `,{ c ^ ) SIMPSON HUC610 HANGER o` ,p G' 1/2"x15 3/4"NORDIC LAM RAFTER '- n,n•, n _< �`'r�� 1/2 x15 3/4 NORDIC LAM RAFTER G ,q-' a 31/2"x 14"NORDIC LAM RAFTER 51/2"412"NORDIC LAM HEADER _0 0 z O 0 (4)1/2"X31/2"BOLTS w/WASHER&NUT C, 0,, ', 6 O; O: C:C c', � p G , \ / _ROOF Gr, d SHEATHING BEYOND CUSTOM WELDED HANGER ON BOTH _ SIDES OF RAFTER _ 4)1/2"x3 1/2"BOLTS w/WASHER&NUT REVISIONS 51/2"x9 12"NORDIC LAM HEADER ' NO. DATE DESCRIPTION 21/2"x15 3/4"NORDIC LAM RAFTER (4)01/4"x 2"USP SCREWS PER HANGER 4)01/4"x 2"USP SCREWS PER HANGER 1/2"/111/2" �' CUSTOM CONCEALED HANGER ON BOTH SIDES OF RAFTER PERMIT SET BARN - ROOF FRAMING DETAILS ROOF RIDGE DETAIL NORDI 'day C LAM RAFTER SKYLIGHT HEADER DETAIL FLUSH-FRAMED NORDIC LAM RAFTER SKYLIGHT HEADER DETAIL EXPOSED NORDIC LAM RAFTERS VIEW NORMAL TO ROOF SKYLIGHT HEADER DETAIL EXPOSED RAFTER0 9 SCALE: 1 1/2"=1'-0" O SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" 4 FOR- PERMIT] ta��o-4o�r�u�v� oar�o Lo Lo HVAC SYMBOLS CONTROLS SYMBOLS HVAC ABBREVIATIONS HVAC ABBREVIATIONS MECHANICAL SYSTEM DESCRIPTION v 1. VENTILATION L O r 000 DIFFUSER TAG �T ROOM THERMOSTAT/TRANSMITTER-WALL MOUNT TERM ABBREVIATION TERM ABBREVIATION a. MAIN HOUSE a N A KILOWATT HOUR KWH LL coTYPE i. THE MAIN HOUSE WILL BE VENTILATED AND DEHUMIDIFIED BY A COMPACT AIR TREATMENT TREATMENT UNIT (ATU). THE O 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 d 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 OM ROOM HUMIDISTAT(MOISTURE)/TRANSMITTER-WALL MOUNT AIR AIR LEAVING AIR TEMPERATURE LAT N Lu (� 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 NO. AIR HORSEPOWER AHP LEAVING WATER TEMPERATURE LWT W < N V DELIVERED FROM THE ATU TO THE BEDROOMS. DEW POINT MAINTENANCE ENSURES THE PERFORMANCE OF RADIANT ® 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 X O AIR-HANDLING UNIT AHU LIQUID LIQ 0 � TT TEMPERATURE TRANSMITTER CASCADE VENTILATION. LL cr ALTERATION ALTRN LOAD-SHARING(HYBRID)HVAC SYSTEM LSHVAC LL W r +l ii. THE KITCHEN RANGE WILL BE EXHAUSTED BY A DIRECT-EXHAUST RANGE HOOD THROUGH THE ROOF. A PACKAGED N 1 (� (� EXTERIOR ELEVATION ALTERNATING CURRENT AC LOGARITHM(NATURAL) LN ALTITUDE ALT LOGARITHM TO BASE 10 LOG MAKE-UP AIR (MUA) UNIT WITH RANGE HOOD OPERATION SENSED BUT CURRENT TRANSMITTER WILL PROVIDE REPLACEMENT F- _ A101 V TEMPERATURE TRANSMITTER,AVERAGING ELEMENT AMBIENT AMB LOW-TEMP.HOT WATER LTHW AIR INTO THE BASEMENT.THE MUA UNIT WILL TEMPER MUA IN THE WINTER WITH AN INTEGRATED ELECTRIC RESISTANCE C) AMERICAN NATIONAL STANDARDS INSTITUTE ANSI M HEATER. IN THE SUMMER, MAKE-UP AIR WILL BE UNTEMPERED BY THE MUA UNIT. YEAR ROUND,A NEUTRAL TEMPERATURE 0 Lo N Ref AMERICAN WIREGAGEAWG MACH NUMBER MACH DELIVERY(NTD) UNIT WILL PROVIDE FINISH CONDITIONING TO SATISFY DRY BULB AND DEW POINT REQUIREMENTS PRIOR TO AMPERE(AMP,AMPS) AMP MASS FLOW RATE MFR (n � 1HE DELIVERY OF MUA TO THE GREAT ROOM. - Ref MT MOISTURE (HUMIDITY)TRANSMITTER APPARATUS DEW POINT ADP MAXIMUM MAXMAx � z M � APPROXIMATE APPROX MEAN EFFECTIVE TEMP. MET iii. LATENT COOLING LOADS ASSOCIATED WITH THE GREAT ROOM WILL BE ADDRESSED BY A NEUTRAL TEMPERATURE ATMOSPHERE ATM MEAN TEMP.DIFFERENCE MTD 0 co DELIVERY(NTD) UNIT.THE NTD UNIT OPERATES ON THE SAME PRINCIPLES AS A TYPICAL WATER SOURCE HEAT PUMP. (-- AVERAGE AVG MEDIUM-TEMP.HOT WATER MTHW HOWEVER, THE PRIMARY FUNCTION OF THE NTD UNIT DURING THE COOLING SEASON IS DEW POINT TEMPERATURE CONTROL I- 1 A101 1 INTERIOR ELEVATION AZIMUTH AZ MERCURY HG PT PRESSURE TRANSMITTER r Z N B MILES PER HOUR MPH RATHER THAN SENSIBLE TEMPERATURE CONTROL.THIS AIDS IN MAINTAINING THE PERFORMANCE OF RADIANT COOLING BAROMETER(-TRIC) BARO MINIMUM MIN SURFACES DURING THE COOLING SEASON OPERATION. Ref BILL OF MATERIAL BOM MINUTE MIN b. GARAGE BARN (+7 Q N 1 SPS STATIC PRESSURE SENSOR BOILER BLOW DOWN BBD N BOILER FEED WATER BFW NOISE CRITERIA NC i.A SINGLE ENERGY RECOVERY VENTILATION (ERV) SYSTEM WILL PROVIDE BALANCED VENTILATION. FRESH SUPPLY AIR WILL p TYPE 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 r NO. 4 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 0 RECTANGULAR WALL DIFFUSER BRINE-SUPPLY BS NOT IN CONTRACT NIC (n a BRITISHTHERMAL UNIT BTU NOT TO SCALE NTS i.THE GUEST HOUSE WILL BE VENTILATED AND DEHUMIDIFIED BY COMPACT AIR TREATMENT UNIT(ATU).THE ATU IS A 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 Q 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,STANDARD CONDITIONS SCFM OUTSIDE AIR OA AS DESIGNED PROMOTE CASCADE VENTILATION. ® ROUND SUPPLY DIFFUSER CT CONDUCTIVITY TRANSMITTER CLOCKWISE CUIT 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. SPACE NUMBER COEFFICIENT,VALVE FLOW Cv PHASE(ELECTRICAL) PH 2. HEATING AND COOLING 1 0 1 COMPRESSOR CMPR POUNDS LBS SD SMOKE DETECTOR CONDENS(-ER,-ING,-ATION) COND POUNDS PER SQUARE FOOT PSF a. CAMPUS AIR-TO-WATER HEAT PUMP HEATING AND COOLING PLANT CONDENSATE-DRAIN co 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 BARO 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. HVAC PIPING SYMBOLS COUNTERCLOCKWISE CcW PRIMARY PRI LIMITED SECOND STAGE HEATING AND COOLING IS PROVIDED BY THE ATU AND NTD REFERENCED ABOVE. EACH AREA CUBIC FEET CU FT PSF ABSOLUTE PSFA CUBIC FEET PER MINUTE CFM PSF GAGE PSFG WILL HAVE INDIVIDUAL TEMPERATURE CONTROL. THE GREAT ROOM WILL HAVE SLIDING DOOR POSITION SENSORS TO -FOD Foo Foo- FUEL OIL DISCHARGE HS HAND SWITCH (HAND-OFF-AUTO SWITCH) CUBIC FEET PER SEC,STANDARD SCFS PSIABSOLUTE 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 D PUMPED CONDENSATE PC -FOF FOF FOF FUEL OIL FILL DECIBEL DB Q 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 QT 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 KR LOCAL RECORDING TIME CLOCK(RUNTIME) DIAMETER DIA RADIATION RADN 1.THE GYM WILL BE CONDITIONED WITH A SINGLE RECESSED FAN COIL UNIT. FOS FOS-FOS- FUEL OIL SUPPLY DIAMETER,INSIDE ID RANKINE DEG.R 2.THE STUDIO WILL BE CONDITIONED WITH TWO RECESSED FAN COIL UNITS. 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(12,22,ETC.) R12,R22 LIMITED SECOND STAGE HEATING AND COOLING IS PROVIDED BY THE ATU REFERENCED ABOVE. EACH ROOM WILL HG HG HG - GAS, HIGH PRESSURE DIRECT RADIATION DIR RADN REFRIGERANT-LIQUID RL RESIDENCE DRY-BULT TEMPERATURE DBr REFRIGERANT-SUCTION Rs HAVE INDIVIDUAL TEMPERATURE CONTROL. ALL ROOMS WILL HAVE WINDOW/DOOR POSITION SENSORS TO DISABLE 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 3.INSULATION G G G GAS, LOW PRESSURE EFFECTIVE TEMPERATURE ET REVOLUTIONS REV 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 RPS 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 LEVEL TRANSMITTER ENTERING AIR TEMPERATURE EAT SAFETY FACTOR SF ELASTOMERIC INSULATION FOR ENERGY CONSERVATION AND CONDENSATION PREVENTION. LT - Bs Bs es - BRINE SUPPLY ENTERING WATER TEMPERATURE EWr SATURATION SAT c.FAN COIL CONDENSATE PIPING WILL BE INSULATED WITH FLEXIBLE ELASTOMERIC INSULATION FOR CONDENSATION ENTHALPY H SEA LEVEL SL PREVENTION. -WC R-H/C R-H/C R- ENTROPY s SECOND s d.INTAKE AND EXHAUST DUCTS FOR ATUs AND ERVs, BATH EXHAUST FANS, AND KITCHEN RANGE HOOD MAKE-UP AIR 5250 VAN STON RD DUALTEMPERATURE, RETURN EQUIVALENT DIRECT RADIATION EDR SENSIBLE HEAT SH 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 SFT HP 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, SUPPLYFACE AREA FA SPECIFIC GRAVITY SG i. SYSTEM-MANAGES THE CAMPUS HVAC SYSTEM BY INTERACTING WITH PLANT, ZONE,AND ROOM CONTROLLERS. PRESSURE SWITCH HIGH RIPCORD ENGINEERING PSH FACE TO FACE FTO F SPECIFIC VOLUME SP VOL THE SYSTEM CONTROLLER IS LOCATED IN THE GARAGE BARN.THE SYSTEM CONTROLLER ALSO MANAGES FAN COIL HOT WATER, HIGH TEMPERATURE, RETURN FACE VELOCITY FVEL SPECIFICATION SPEC UNITS LOCATED IN THE GARAGE BARN. PO BOX 4175;PORTLAND,ME 04101;207-835-4060 WATER- HTWRHTWR- FAHRENHEIT DEG.F SQUARE so FEET PER MINUTE FPM STANDARD STD ii. PLANT-MANAGES THE AIR-TO-WATER HEAT PUMP PLANT USING ENABLE AND SEASON CHANGEOVER INPUTS -HTWsHTWS-HTWS HOT WATER, HIGH TEMPERATURE, 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 FT LB 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-HWS--Hws HOT WATER, LOW TEMPERATURE, SUPPLY EPT ELECTRONIC TO PNEUMATIC TRANSDUCER FREQUENCY Hz r 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. AT CQ,Z CARBON DIOXIDE TRANSMITTER FUEL OIL RETURN FOR TEMPERATURE ENTERING TE FUEL Ovi. EQUIPMENT- PROVIDES AN INTERFACE TO THE USER FOR SPECIFIC PIECES OF EQUIPMENT THAT DO NOT IL SUPPLY FOS TEMPERATURE LEAVING TL -MTWR-MTWR-MrWR- HOT WATER, MEDIUM TEMPERATURE, RETURN FUEL OILTANK VENT FOV THERMAL CONDUCTIVITY K INTERACT WITH THE SYSTEM CONTROLLER. G THERMAL RESISTANCE R b.THE SYSTEM CONTROLLER WILL BE SMART-PHONE COMPATIBLE. MTws-Mrws-Mrws GAGE OR GAUGE GA THERMOCOUPLE TC HOT WATER, MEDIUM TEMPERATURE, SUPPLY c.USER INTERFACES WILL BE INTUITIVE. AT CARBON MONOXIDE TRANSMITTER GALLONS GAL THERMOSTAT TSTAT d.USER INTERFACES -CWR CWR cwR- CONDENSER WATER, RETURN CIO GALLONS PER DAY GPD THICK(-NESS) THKNS GALLONS PER HOUR GPH THOUSAND CIRCULAR MILS MGM i. SYSTEM LEVEL CONTROL: GALLONS PER MINUTE GPM THOUSAND CUBIC FEET MCF 1. TOUCH SCREEN (MPAD) LOCATED IN THE MAIN HOUSE -CWS CWS-CWS- CONDENSER WATER, SUPPLY GAS-HIGH PRESSURE HG THOUSAND FOOT-POUNDS KIP FT AT OCCUPANCY SENSOR GAS-LIQUEFIED PETROLEUM LPG THOUSAND POUNDS KIP 2.TOUCH SCREEN (MPAD) LOCATED IN THE GARAGE BARN - 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: GLYCOL-RETURN GR TOTAL HEAT TOT HT - CIDCIDCID - CONDENSATE, DRAIN LTCP LOCAL TEMPERATURE CONTROL PANEL GLYCOL-SUPPLY GS u 1.TOUCH SCREEN LOCATED 1N THE GARAGE BARN. GRAINS GR U-FACTOR u iii.ZONE LEVEL SET POINT CONTROL VIA TOUCH PANELS (MTOUCH) IN THE FOLLOWING AREAS: - Mu Mu Mu WATER, MAKEUP GRAVITATIONAL CONSTANT G V 1.CARRIAGE HOUSE, GREAT ROOM HVAC HVAC CONTROL PANEL GREATEST TEMP DIFFERENCE GTD VACUUM vac 2.CARRIAGE HOUSE, EACH GUEST ROOM -Ary ATV Arv- AIR RELIEF H VACUUM PUMP DISHCARGE VPD &GARAGE BARN, EXERCISE ROOM HEAD HD VALVE V 4. GARAGE BARN LOFT. - RD RD RD REFRIGERANT, DISCHARGE HEAT GAIN HG VAPOR PROOF VAP PRF 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 PUMPWATER-RETURN HPWR VELOCITY VEL 2.ERV, GARAGE BARN EXERCISE ROOM. - RS RS RS - REFRIGERANT, SUCTIONHEAT 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 HORSEPOWER HP VOLT V -BBD-BBD-BBD- BOILER BLOW DOWN TEMPERATURE CONTROLLER. SEE SEQUENCE OF HOT WATER-HIGH TEMPERATURE-RETURN HTWR VOLTAMPERE VA TC HOT WATER-HIGH TEMPERATURE-SUPPLY HTWS VOLUME VOL BFW BFW BFW- BOILER FEED WATER OPERATION HOT WATER-LOW TEMPERAITURE-RETURN HWR W HOT WATER-LOW TEMPERATURE-SUPPLY HWS WATER-MAKE UP Mu HVAC GENERAL NOTES CTWR-CTWRCTWR- COOLING TOWER WATER, RETURNPRESSURE CONTROLLER. SEE SEQUENCE OF HOT WATER-MEDIUM TEMPERATURE-RETURN MTWR WATT W PG+ HOT WATER-MEDIUM TEMPERATURE-SUPPLY MTWS WATT-HOUR WH -CTWS-cTWs-GTWS COOLING TOWER WATER, SUPPLY OPERATION HOUR(S) HR WEIGHT WT 1. GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH MECHANICAL DRAWING OF THIS SET. SEE EACH DRAWING FOR SPECIFIC HUMIDIFICATION H WET BULB WB NOTES APPLICABLE TO THAT DRAWING. HUMIDITY,RATIO W WET-BULB TEMPERATURE WBT -HPWR-HPWR-HPWR- HEAT PUMP WATER, RETURN HUMIDITY,RELATIVE RH WIND DIRECTION WDIR 2• DESIGN IN ACCORDANCE WITH NEW YORK STATE UNIFORM AND ENERGY CODES. SC SPEED CONTROLLER. SEE SEQUENCE OF OPERATION I WIND PRESSURE WPR 2.1 2015 INTERNATIONAL RESIDENTIAL CODE. -HPWs-HPWS-HPWs- HEAT PUMP WATER, SUPPLY INCH IN Y INDICATED HORSEPOWER IHP YARD YD 2.2 2015 INTERNATIONAL FIRE CODE. - H H H - HUMIDIFICATIONINTERNATIONAL PIPE STANDARD IPS 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. 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. IF- 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 ARCHITECT'S ELEVATION DRAWINGS. COORDINATE LIGHTING FIXTURE LAYOUT AND ACCESSORIES [xi GATE VALVE WITH 3/4" HOSE ADAPTERFSL FLOW SWITCH LOW INSTALLED BY OTHER TRADES TO REFLECT GOOD WORKMANSHIP THROUGHOUT. 4. ARRANGE PIPING AND DUCTWORK, PARTICULARLY ABOVE CEILINGS,AS REQUIRED TO CLEAR STRUCTURE, DUCTS, CONDUIT, ETC.ALLOW -���- CHECK VALVE 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. �Y 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. 1 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: ips 11. FLOOR MOUNTED EQUIPMENT IN THE MECHANICAL ROOM SHALL BE ON 6"THICK CONRETE PADS WITH ROUNDED EDGES UNLESS NOTED 0 N {f - BUTTERFLY VALVE OTHERWISE. 12. CORRECT SETTINGS ON BALANCING FITTINGS SHALL BE PERMANENTLY MARKED. SET ISSUE DATES -I - BALL VALVE 13. PROVIDE ACCESS DOORS IN DUCTWORK WHERE INDICATED OR REQUIRED FOR ACCESS TO SYSTEM COMPONENTS INCLUDING: DATE ISSUE uj 13.1 FIRE AND SMOKE DAMPERS 2018.10.12 BID SET -- -- MODULATING CONTROL VALVE 13.2 CEILING RADIATION DAMPERS 2019.03.08PERMIT SET- ERE TRUSTEES 13.3 BALANCING DAMPERS 2019.05.15 PERMIT SET- TRUSTEES REV _-4- MODULATING CONTROL BUTTERFLY VALVE 14. DIMENSIONS FROM REFERENCES TO EQUIPMENT ARE AN AID FOR EQUIPMENT LOCATION. COORDINATE ACTUAL EQUIPMENT LOCATION(S)AS _ REQUIRED. TWO POSITION CONTROL VALVE s w THREE-WAY MODULATING CONTROL VALVE 0 2 NI THREE-WAY TWO POSITION CONTROL VALVE REVISIONS I NO. DATE DESCRIPTION ml Q PRESSURE REGULATING VALVE 0 U PRESSURE SAFETY VALVE r AUTOMATIC BALANCING CONTROL VALVE z HVAC DRAWING SCHEDULE - [ J-- WATER BALANCE DEVICE DRAWING NO.Y DRAWING NAME PERMITTING CIRCUIT SETTER VALVE M101A HVAC FLOOR PLAN N 0 M101 B HVAC FLOOR PLAN GATE VALVE WITH GLOBE-VALVED BYPASS M101C HVAC FLOOR PLAN N I VIII- M102A HVAC REFLECTED CEILING PLAN N PLUG VALVE M102B HVAC REFLECTED CEILING PLAN M104 HVAC ROOF PLAN HVAC LEGEND CONTROL VALVE (CV) - FLOAT-OPERATED M201 EXTERIOR ELEVATIONS M201 B EXTERIOR ELEVATIONS Wl PRESSURE REDUCING VALVE (PRV) _ M201 C EXTERIOR ELEVATIONS -- M501 HVAC DETAILS LC WATER LEVEL CONTROLLER 8 M601A HVAC SCHEDULES M601 B HVAC SCHEDULES OM FLOW METER M602A HVAC SCHEMATIC M602B HVAC CONTROLS SCHEMATIC M602C HVAC CONTROLS SCHEMATIC L M901 HVAC ISOMETRIC CL m uul m a mimmmEd LL m N lL C R N U � 7/8/2019 2:17:33 PM L; u/ L0 2 O T u a N to 0 LL co 0) E Y J WON j I i II o (n O o W Q N U {cr. x � O 1 W LLU) 0 Q .�- � Otn O C`0 2Zcy) M201B ~ 0 � — 5 *- Z N j MaN Zo Q N B1 -MECH_--_I -- ---- 3/4"o H/C R - - - - - - _ _ 1� -- --- II, GB-18 4o SA a -~ i! I' 3/4"o H/C S 1 - - -- - '' K 50 � I I 111, ' LOFT STAIR 1' - � I M2Q1 - U 3/4"o H/C R. M201 C -- ;' 3/4 o H/C S I FC-1 i 2 (� -- - l - - - - 3/4"o H/C R ---- -- -- -- ----- ----------11 I NORTHFORK 3/4"o H/C S RESIDENCE B3 - -J - - --- --- I I I I M201C 5250 VANSTON RD 1 CUTCHOGUE, NY, 11935 I RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 I BG BF ( BE BD BC ) BB ± BA ,I GARAGE BARN LOFT HVAC PLAN 2 3/16"= V-0" t I 1 ' I li i I ! 1 II i I I I H/C PIPING TO MAIN HOUSE-SEE M601. I " - j M602A I M201 B _ I 1 1/2 � H/C R i I — - - - -5 I 11 IT 1 1/2"o H/C'S 1 IBA�N ',BATH H-110,0 �J ( - - — - — - - - GB-22 -- ;.-.A--- - -- - -- — XE CISE ___ -i= - I - B1 a Fs 1 - - - - - - -- - - --- ----- - - - y w 5o SA. GB-115 I I I ! '- 5o Cl IH-1 100 i - w P-1 LIF PROD.NO. 17086 Q1 - — I I i ! MB 1 9 'I wH-31' �uo) PROJ.ARCHITECT DE DRAWN BY: .IP$ L 50 N -- ---- --- --- M I---- --- ! TET2 o I 2 f M I Bco T-1 'll I SET ISSUE DATES GARAGE 1 = DATE ISSUE uj ' GB-116 ch"I 018.1G.1� BID SETc { STAIR-2 v Fc-1 I !' 1 rZ-2 - i 2019.03.08PERMIT SETILL - PRE TRUSTEES Y --- I B_1 - � `- - - - � - - -- - - M _ I U Q - - - -- - - - - ---- ------ 2019.05.15 PERMIT SET- TRUSTEES REV Ci ©_ = D[ i'. j_ M201 C �, M201 B .a. C C? -> a I I I 2 I t - I U) j HP-1 �' C) CE 2 s I I I REVISIONS ( I 1 ---- - - NO. DATE DESCRIPTION m� B3LL --- U 2 r I 2 m M201 r '- N T Y 1 PERMITTING N O s H/C PIPING TO CARRIAGE HOUSE-SEE M601. m 2 m HVAC FLOOR PLAN W I � I U BG ? BF BE ( BD BC BB BA 0 8 C '2 n a GARAGE BARN MAIN HVAC PLAN 4' ° 4' 8' 12' m a 3/16"= 1'-0" miuiu SCALE: 3/16" = 1' - 0" � LL C N U J 7/8/2019 2:17:46 PM G>1��0-OOV��V� OMS, V Lo r O ' o N Lo LL O O E 0 WAN O o WQN U CCXo O U- 0 Lo -0Lo a) — (y1 - z � � I= 0 cr) TZN c') QN zO T QN U). 30 RA 24 cl2a=� p —S a 3o RA 3o RA . ...- co 1"o H/C R. 8_ .1-- ! 3/4"o H/C R 1--� �a ' 1 114"o H/C R—, 1"o H/C S _' 3/4"o H/C S evH 2 1 114"o H1C S iRv i, ' - \1 (JE 36�— _!.- 2 rr 3o SA NORTHFORK -- x,24 RESIDENCE 5250 VANSTON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 I , � I � I 1 3/16"= 1'-0" I I I I i I I I � I I I I I I I I I I I I I I I ' I I I I I EH-1 100 i RV-1 B - - -- -- - ( uj 5o SA u') �. 4o SA " - (LH-11100" . . � ' Q - = LIF PROJ.NO. 17086 ! I L 50 i U n; .. PROJ.ARCHITECT DE DRAWN BY: o I I JPS ,� m SET ISSUE DATES I I ; v I I M = I M ISSUE @ I co x I' DATE I 2018.10.12 BID SET . ._.. — -- -' Q �I _�—� _ , � --_---- ! ; -- _.— I I 2019.03.08PERM1' SET— f RE TRUSTEES , ' B2 \ ---- - — -- — — - -- — -- — — — -- - — -- - _ i ` � ^I.. r 2019.05.15 PERMIT SET— TRUSTEES REV ;., cA - m i N 4 o -,..•.. .,,. ,. .. .,., kl :. -,. -.er.,-. .._. - .. . ,r vn,.v..,,. .. -v . _.,. ....„ .,, a.. -- ., . .,, -. .., i 7 n REVISIONS li NO. DATE DESCRIPTION 1 i I !. I B3 - C c w Y i ILL i PERMITTING I HVAC REFLECTED ' CEILING PLAN m W � i`-� - gG BF BE r BD BC ( BB ( gq ! rBB'\ rgG gF JB� ( gp gCJ �gq n 0 GARAGE BARN LOFT RCP GARAGE BARN MAIN RCP AHNNL deft . 2 3/16"= V-0" 3/16"= V-0"' 4' 0 4' 8' 12' aU-% 2 SCALE: 3/16" = 1' - 0" U � 7/8/2019 2:17:52 PM Lo Lo C) 0 CV Lo LL CO CA wC/) N0 0 LIJ < C\l X o' 0 LLJ LL (nc\I M LL � 0Loa) — cy) Z ce) ------------- rM 2 0 IB 0C'') — 201 B Z C\j cy) < C\l < CV BI) ERV INTAKE ERV EXHAUST---- M 201 B XHAUST------\M20113 ----7o SA ---7o EA M201'__ M201 C 2 M 201 B 6\\ ./_n 4 NORTHFORK RESIDENCE 7- M201 C 2 0 T�BN 5250 VANSTON RD 3 CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 it 1 IB BF CB CB B) �BG ) (BA Ll CARRIAGE HOUSE ROOF HVAC �DLAN 3 3/16" V-0" GARAGE BARN ROOF HVAC PLAN 3/16"= V-0" .N\to�17 3 ml 0 F)A 2 LIF PROJ.NO. 17086 c6 C? PROJ.ARCHITECT DE DRAWN BY: T ips c\j wSET ISSUE DATES 01 DATE ISSUE 9 1/---\ LL 2018.10.12 BID SET M 2 2 __4 __ )- 2019.03.08PERMIT SET— PRE TRUSTEES 0))tA �,M201X2019.05.15 PERMIT SET— TRUSTEES REV 9 e2 L 2 uj 0 :5 in ca REVISIONS NO. DATE DESCRIPTION 2 OU- 0 U- cv 9 �2 PERMITTING O2 IL HVAC ROOF PLAN o M201 A/ o MiAIN] HOUSE ROOF HVAC PLANI 41 A E 31/16" V-0" A iz PT a) _j SCALE: 3/16" l' — 0" M104 c) 7/8/2019 2:17:53 PM A1mcma_r[Ec_ra omc. J ui Lov) C:) c\J Lo oc) a) N4 E LLJ cj) c\J 0 0 @ Lu < SBA rQ 11310) �BD B BF MX6 NJ 0 L L w c\I m 131 B3 LL 0 Lo 0 — Co Nef Z co cz j j ~ 0c - - ROOF LEVEL—GARAGEROOF LEVEL GARAGE Z C\j 24' - 0 1/4" co < c\1 O Z < cm LOFT LEVEL GARAGE ---- -- LOFT LEVEL GARAGE EH-1 100 I IH-1 100 101 - 6 101 - 6'f E. - DO IH-1 100 r k MAIN LEVEL GARAGE MAIN LEVEL GARAGE =77 1 1/2"o H/C R i Of - 6tv Of I P_7=T7_777-L___� NORTH FORK 1 1/4"0 H/C R 1 1/2"o H/C S --1 114"o H/C S � I ; RESIDENCE 5250 VANSTON RD GARAGE BARN NORTH ELEVATION CUTCHOGUE, NY, 11935 V-0" 6 GARAGE BARN WEST ELEVATION 5 3/16" - 3/16"= V-0" RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 w LL1 O j osil-1 I10 N! " ARRIAGE HOUSE SOUTH ELEVATI01\1 CARRAGE I IOUSE EAST ELEVAI 3/16"= 1'-10" 3/16" = 1'-0" LIF PROD.NO. 17086 9 r� PROJ.ARCHITECT DE DRAWN BY: ips 9 ODI cr: SET ISSUE DATES Lu DATE ISSUE 0 2 018.10.12 B I D S E T LL 2019.03.08PERMIT SET- l TRUSTEES < < _2019.05.15PERVIT SET- TRUSTEES REV cli w U) < 9 l9 OW ti 0 REVISIONS NO. DATE DESCRIPTION C6 2 5 U- t 0 OSH-1 U- cq PERMITTING 9 ro Z; 1 114"o H/C R 1/4"o H/C S 2 EXTERIOR w DI ELEVATIONS 0 O. O 0 A 04 CARRIAGE HOUSE NORTH,3/16"= V-0° ELE-VATION CARRIAGE HOUSE k[ - YEST ELEVA I ION 8v 1)" 31/16" V-0" 4f 0 4' 1 1 2' SCALE: 3/16" = 1' - 0" 7/8/2019 2:18:06 PM u In Lo 'a O T L U N to y LL EY W (nN O o WQN U J CcXC o I— W T .� coN 0 C) LL "- O Ln a) — M = off cz tl T_ z N 2� ® MQN �S z0 T QN JU) CL NORTHFORK RESIDENCE 5250 VANSTON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 BIG BF ,i BE BD i BC I BB ; BA B3 I B2 B1 1 I I j I I itROOF LEVEL ROOF LEVEL GARAGE r -!- - i- - -- GE �= - - --- -- - - 0 1/4 24' 0 1/4 24 \ It It il I it i LIF PROD. NO. 17086 I 1 Ili � .n II i' I n I r I' 11 I I I I I! PROJ.ARCHITECT DE DRAWN BY: .JP$ - - - - lit it I' I,II III III li III Ili N III \� SET ISSUE DATES i I � I I II IIj � I I \� TE ISSUE 1 _ - - -- 018.10.12 BID`SET i�ll „It tI I'' ;.I. I \\ I 2 ILLI�i III o /// \ 2019.03.08PERI1IT SET= PRE TRUSTEES R 1 .0 15 PERP 11 SETTRUSTEES EV 20 0 5. Ijl i' u III 1 I I � - - GARAGE- ._.LOFT LEVEL -_-_- r 10' 6v'„-� -i — iIII ' it � j I III j I �II I l 1i 1 ' U 1 !i I ( REVISIONS i I' 11 'II 1 I' Ili l l i' III, j I'i it NO. DATE DESCRIPTION I, I !3 I I . Q •I 1 l ! ! III Ii t II I MAIN LEVEL GARAGE - iE_ _I ��r�_l l ,_•_I -- -- MAIN LEVEL GARAGE — - -- - - ---— ---- - -- - - - - - - - - - - - 0, 6„ s i IOf 6ff � � s 1 1 1/4"o H/C S--(�--1 11/4"a� H/C R � /HP-1 ------ I 1 ------- — � ----- }- --- - P'1- ----------- 1 1/4"o H/C R -- -- PP L I lR 11 PERMITTING I 05 J I ' N I N N N IL EXTERIOR i, II I ELEVATIONS GARAGE BARN SOUTH ELEVATION GARAGE BARN EAST ELEVATION 2 3/16"= V-0" 3/16"= 1'-0" AM In 0 N C a 4' 0 4' 8' 12' s / m a m z u 1 SCALE: 3/16" = 1' - 0" � LL U J 7/8/2019 2:18:07 PN i y� � L0 p r a N U*) y LL w NOTE: FROST OR CONDENSATION MAY COLLECT ON METAL PARTS. THE INLET 4 DAMPER AND INSULATED INLET DUCT WILL PREVENT COLD AIR MIGRATION. aLu O SLOPE TOWARDS OUTSIDE WALL TO DIRECT CONDENSATION TO THE o W N U OUTSIDE WALL END. Q TXpmi O CEILING MOUNT ~ W I— U)LIM 11 — N (Z O Lo m — (y) 1 A7 OUTSIDE WALL = z C') M I— oco - FLANGE T [� 3: 0 p TZN m INSULATED MAKE-UP AIR Q NNSULATED DUCT HEATER TWINNED PIPING o zr ul DUCT Q N U) TWIN E P D M RUBBER END CAP i U COMPRESSION RING 'z" ARMgIR 24 N MIN ADAPTER f_7 v INLET MUST FIEL OUTLET INTAKE VENT EN50R INSTALL SENSOR TWINNED PEX ADAPTER MAKEUP AIR DETAIL NORTHFORK 6 3 RESIDENCE 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 e 4 CONCRETE SLAB 4 '4OXYGEN BARRIER PEX TUBING 44M "d SUB-SLAB INSULATION � WALL SLEEVE AND THICKNESS L -- -- SUB-GRADE -SEE ARCHITECTURALS FOR DETAILS HEAT SHRINK SEAL SLAB EDGE INSULATION SEE ARCHITECTURALS FOR MATERIAL ` AND THICKNESS TWINNED PEX PIPINGF a ! ! 5 TWINNED PEX WALL SLEEVE 2 TYPE 2 RADIANT FLOOR i ! LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: ips 0 O I 0 N 0 SET ISSUE DATES =i DATE ISSUE w 201`3.10.12 BID SET 0 2019.03.08PERMIT SET- PRE TRUSTEES `` NOTE: THIS DETAIL FOR ILLUSTRATIVE PURPOSES. SEE ARCHITECTURALS FOR A FULL 2019.05.15 PERMIT SET- TRUSTEES REV N EXHAUST FAN DESCRIPTION OF THE RADIANT FLOOR ASSEMBLY. O L WOOD FF -SEE ARCHITECTURALS FOR MATERIAL U ® ( � AND THICKNESS (SUPPLIED WITH 'UNIT) = OXYGEN BARRIER PEX TUBING .. REVISIONS QUICK TRAK SUB FLOOR (OR SIMILAR) 3 NO. DATE DESCRIPTION R ' FLOOR STRUCTURE HI ttr a t -SEE ARCHITECTURALS FOR DETAILS4,11.• Ail ED LC) �,�:' �� ' '�'" UNDER FLOOR INSULATION SEE o AND TH CKNESSURALS FOR MATERIAL PERMITTING Y J N icb INSIDE OF DOOR N N U OJ m HVAC DETAILS W U _n Q O U n 0 N C MAKEUP AIR WIRING DETAIL 4 TYPE 1 RADIANT FLOOR5w aro � 1 a LLN N IL C U N O I U J 7/8/2019 2:18:08 PM ENERGY MODEL PARAMETERS SCHEDULE tLO N C)t>7 T BUILDING LOCATION CUTCHOGUE, NY SPACE HEATING AND AIR CONDITIONING LOADS SCHEDULE SPACE HEATING AND AIR CONDITIONING LOADS SCHEDULE-BARN a N LO BUILDING CLASSIFICATION RESIDENTIAL O APPLICABLE CODE(S) 2015 IRC/2015 IECC HEAT LOAD DATA COOLING LOAD DATA- COOLING LOAD DATA- COOLING LOAD DATA- COOLING LOAD DATA- 00 WEATHER DATA SOURCE/TYPE SPACE AREA (MBh) TOTAL(MBh) SENSIBLE (MBh) SPACE AREA HEAT LOAD DATA(MBh) TOTAL(MBh) SENSIBLE(MBh) d- E 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 LLJ ON O SUMMER DESIGN TEMPERATURE(DRY BULB/WET BULB) DEG F 79.7/75.8 CH-118 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 U 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 X p 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 F- LJ INFILTRATION RATE (MODELED)ACH NATURAL 0.1 CH-124 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 (nN cz EXTERIOR WALL ASSEMBLY R-VALUE MAIN/BARN/GUEST... 34134/ 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 Q 1.- 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 LO O 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/ftft2) 13,000 14 Btu/(h•ft2) 10,700 0.82 - M Y 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 z CO (z WINDOW SHADING COEFFICIENT MAIN/BARN/GUEST(MODELED) 0.28/0.28/0.28 2 GB-115 EXERCISE 301 -4,400 3,300 1,900 � O m - GB-116 GARAGE 906 0 0 0 SPACE HEATING AND AIR CONDITIONING LOADS SCHEDULE-GUEST HOUSE WINTER TEMPERATURE SET POINT DEG F 70 1- 1":SUMMER TEMPERATURE SET POINT DEG F 75 GB-206 LOFT 906 -10,800 13,000 10,700 r 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) r 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-118 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 O 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 r CH-118 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 12,400 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-124 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 W a. 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-124 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 -600 300 300 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) 0 -2,400 -5 Btu/(h•ft2) 9,000 20 Btu/(h•ft2) 0 9,000 20 Btu/(h•ft2) 8,500 0.94 0 8,500 MH-111 MASTER BEDROOM 111 MASTER MH-202 LOFT BEDROOM 338 -2,200 -7 Btu/(h•ft2) -800 -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 I LOFT BATH 252 -600 -2 Btu/(h•ft2) 0 -600 -2 Btu/(h•ft2) 300 1 Btu/(h•ft2) 0 300 1 Btu/(h•ft2) 300 1.00 0 300 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-118 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-124 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 78 65 70.7 55 55 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 53 154.3 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 55 163.5 5250 VANSTON RD 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 5-MAIN HOUSE-2ND FLOOR BEDROOM MH-202 LOFT BEDROOM GB-115 EXERCIGARAGSE 301 SF 906 SF 03 500 703 00 GRAND TOTAL 2470 SF 527 100 527 100 CUTCHOGUE, NY, 11935 6-BARN GB-206 LOFT 6-BARN GB-18 MECH GB-206 LOFT 906 SF 403 50 403 50 SPACE AIR LOADS SCHEDULE-GUEST HOUSE MH-002 MEDIA ROOM 423 SF 36 0 36 0 6-BARN GB-112-1 STAIR-1 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 0 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-118 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-118 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 7-GUEST HOUSE CH-122 BEDROOM 2 MH-111 MASTER 297 SF 0 24 0 0 CH-124 BEDROOM 3 199 SF 92 24 92 24 70 100 50 70 78 165 70.7 55 55 163.5 77 69 189.7 150 50 152.5 BEDROOM GRAND TOTAL 987 SF 609 108 609 108 7-GUEST HOUSE CH-124 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 I 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 I MH-101 GREAT ROOM 1104 SF 0 48 0 0 70 81 40.8 70 78 65 70.7 70 62 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 0 178 65 70.7 70 62 69.9 0 0 0 0 0 0 MH-202 I 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 I LOFT BATH 1252 SF 10 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 LIF PROD.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: JPS N O 0 N CO SET ISSUE DATES DATE ISSUE 2 2018.10.12 BID SET 10 2019.03.08PERMIT SET- PRE TRUSTEES LL .T "_'019.05.15 PERMIT SEI- TRUSTEES REV J N O OJ N L U 2 V W N d 0 O REVISIONS 5 NO. DATE DESCRIPTION m 0 Q O U N O IL 's 0 W L C) O Z O t0 LL Y PERMITTING J N O W O N N U N O HVAC SCHEDULES C M bu'rm 1 m C W O U _Q Q Q O C O d L / A L a m a R, U lL C � N _j 7/8/2019 2:18:11 PM DMC. MECHANICAL NOTES U*) In t O 1 OPTIONAL INSECT SCREEN (SX-N) o NLO 2 OPTIONAL INSECT SCREEN (SFX-N) LL C0 O 3 WORKING FLUID 30%PROPYLENE GLYCOL F' d 4 4"SLAB ON GRADE; R10 INSULATION;TUBING AT BOTTOM OF SLAB. 0 1.11 (n N O 5 QUICK TRAK ASSEMBLY; 1/2" HARDWOOD. © W Q N U 6 MASTER BATH SHALL BE OFF WHEN IN COOLING MODE. C� X O 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. 1-- LLJ T RADIANT PANEL SCHEDULE- MANIFOLD CABINET 1 U) I- LLy- CONSTRUCTION DATA HEATING DATA COOLING DATA 0 Lo N SPACE ATTACHMENT LEADER LOOP LOOP SURFACE UNTREATED CIRCUIT SURFACE TUBE LOOP LOOP SET UNTREATED CIRCUIT SURFACE TUBING LOOP LOOP _ - M 1 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 1 MH-101 GREAT ROOM FLOOR SUSPENDED QUICK TRAK hePEX 5/16" PUSH IN 10 ft 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 Z Z C� - 12 -14,200 Btu/h 1.70 GPM 10,800 Btu/h 3.60 GPM RADIANT PANEL SCHEDULE-MANIFOLD CABINET 2 r Z N co < 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 �- 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 N 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 'F 82 °F 72 °F 10 °F 72 °F 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 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 °F 82 °F 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 CONCRETE hePEX 1/2" EMBEDDED 110ft 320 ft 2 68 °F 297 SF 0 SF -4,000 Btu/h -13.5 Btu/(h•ft2) 120 °F 82 OF 75 °F 7 OF 75 °F 0.94 GPM 15.2 ftH2O 6" 317 ft 2 78 °F 1297 SF 0 SF 5,200 Btu/h 17.5 Btu/(h•ft2) 44 OF 55 OF 61 OF 6 OF 67 OF 1.40 GPM 9.3 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 loft 175 ft 5 68 OF 450 SF 0 SF -2,400 Btu/h -5.3 Btu/(h•ft2) 120 °F 82 OF 71 °F 11 OF 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 loft 214 ft 4 68 OF 338 SF 0 SF -2,200 Btu/h -6.5 Btu/(h•ft2) 120 °F 82 °F 72 °F 10 °F 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 OF 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 L125/13RIZA 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 OF 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 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 8A 1 3 5250 VAN STON RD NTD-2 MESSANA AIR MAGIC NTD200 NEUTRAL TEMPERATURE DEHUMIDIFIER - 200 1.1 GPM 1.7 ftH2O 220 V 1 60 Hz 400 W 2A 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 OA 30 A 1 INDUSTRIES 8 MAKE-UP AIR HEATER BUFFER TANK SCHEDULE ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION CAPACITY VOLTAGE I PHASE IFREQUENCY WATTAGE COUNT NOTES BT-1 VAUGHN CORPORATION D413 HYDRONIC BUFFER TANK 80 gal 240 V 1 160 Hz 12,000 W 1 EXPANSION TANK SCHEDULE- HYDRONIC TAG MANUFACTURER MODEL DESCRIPTION CAPACITY MAX ACCEPTANCE VOLUME PRECHARGE COUNT NOTES ET-2 BELL&GOSSETT HFT-60 HYDRONIC EXPANSION TANK 17.6 gal 2.5 gal 12 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 115V 1 60 Hz 2 3 P-2 GRUNDFOS MAGNA3 32-60 F VARIABLE-SPEED CIRCULATOR 4.0 GPM 18.0 ftH2O 0.60 hp 115V 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 0-45PS1 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 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 64W 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 8100 SINGLE WALL MOUNT LINER INSERT 300 115V 1 60 Hz 300 W 1 TOWEL WARMER SCHEDULE TAG I MANUFACTURER MODEL DESCRIPTION I VOLTAGE I PHASE 1FREQUENCY1 WATTAGE I COUNT NOTES TW-1 IRUNTAL I 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 LIF PROD.NO. 17086 FAN PROJ.ARCHITECT DE DRAWN BY: ips O DUCT ACCESSORY SCHEDULE s o' TAG MANUFACTURER MODEL DESCRIPTION COUNT NOTES SET ISSUE DATES DA-1 ZEHNDER MANIFOLD BOX CW-D 220 MANIFOLD 1 DATE ISSUE g DA-1 ZEHNDER MANIFOLD BOX CW-D 220 MANIFOLD 1 018.10.12 B ID SET DA-2 ZEHNDER MANIFOLD BOX CW-D 320 MANIFOLD 1 ?019.o3.o8PERM IT SET- PRE TRUSTEES Y DA-3 ZEHNDER CW-S 520/CW-M 520-10 x 75/CW-P 520-7" SILENCER/MOUNTING PLATE/END PLATE 1 201 9.05.15 PERMIT 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 SOUND ATTENUATION MANIFOLD 1 DA-6 ZEHNDER ATTENUATOR CW-S 220 SOUND ATTENUATION MANIFOLD 1 s DA-7 ZEHNDER MANIFOLD BOX CW-D 320 IMANIFOLD 1 w AIR TERMINAL SCHEDULE 0 TAG MANUFACTURER MODEL DESCRIPTION NECK SIZE(IN.) COUNT NOTES A ZEHNDER TVA 75 SUPPLY DIFFUSER BOX,2 PORT 3o-3o 6 REVISIONS N B ZEHNDER TVA 75-3 SUPPLY DIFFUSER BOX, 3 PORT 3o-3o-3o 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 3e-3o-3o 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 U- J PRICE 10 SERIES PERFORATED FACE RETURN 18x12 2 CONTROLS SCHEDULE Z K PRICE 10 SERIES PERFORATED FACE SUPPLY 8x8 1 MANUFACTUR L PRICE 10 SERIES PERFORATED FACE RETURN 6x6 2 TAG ER MODEL DESCRIPTION COUNT NOTES MB MESSANA MBOX SYSTEM CONTROL PANEL 1 PERMITTING VENT HOOD SCHEDULE MP MESSANA MPAD SYSTEM INTERFACE 2 J N s NECK SIZE MS MESSANA MSENSE MULTI-FUNCTION WALL MOUNTED 12 TAG MANUFACTURER MODEL DESCRIPTION (IN.) COUNT NOTES SENSOR 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 MZONE 8 EIGHT ZONE CONTROL PANEL 4 IH-1 SEIHO SFX 5 OUTSIDE AIR INTAKE 50 1 2 PS TBD TBD POWER OVER ETHERNET SWITCH 3 HVAC SCHEDULES IH-2 SEIHO SX 8 OUTSIDE AIR INTAKE 80 1 1 TW STELPRO STE252NP+ ELECTRIC RESISTANCE 3 W IH-3 SEIHO SX 5 OUTSIDE AIR INTAKE 15o 11 1 THERMOSTAT MANIFOLD CABINET SCHEDULE s TAG MANUFACTURER MODEL DESCRIPTION OUTLETS COUNT NOTES MC-1 CALEFFI 659104 GREAT ROOM MANIFOLD CABINET 13 1 MC-2 CALEFFI 659084 LOFT MANIFOLD CABINET 10 1 MC-3 CALEFFI 659084 BEDROOM MANIFOLD CABINET 10 1 tmbui N L m a u. 3 m c m U 7/8/2019 2:18:14 PM i �ar�c�o-aovr��v� oa�- � Ln I � Ou :E r u a N In 000)o m LL Y E J WAN 0 o WQN U °CXco I— W *- U) F— N cz u_ s 0 Lo a) _ co _�e 32800/47300 BTU/H 32800/47300 BTU/H = Z M (li 3.9 TONS 3.9 TONS 5400/12200 BTU/H 9200/15000 BTU/H8800/7400 BTU/H 4600/10300 BTU/H 5400/12200 BTU/H I— 0 � 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 IF Om 51.4°F O� 51.4`F FFrr.. FFrr 22 NO Frn T Z N � 000/25 RILI/H 200/ 6 OWU/H 200/ 6 NOU/H ATU-1 NTD-1 500/20 9 U/H FFc-5 Fc-F r-Z r-$ N ° ° ° ATU 2 400/ 6 0 B T U/H 400/28 0 B r U/H 400/28 �B 1 U/H 000/ 9 B i U/H coM O �� 122°F �� 122`F 0.2/0.6 GPM 0.2/0.7 GPM 0.210.7 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 44°F 61°F 55°F 61°F 55°F 61°F 55°F 102T 122T 102°F 122T 102T 122°F 102T 122°F Q N 118.5°F 122T 117.1°F 122T 118.5T 122T 102T 122T 102T 122T 102T 122T 102T 122T � � � 52T 44T 52T 44T 52T 44°F 52T 44°F G 52°F 44T 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 44T 52°F 44°F 52°F 44°F 52°F 44°F G G H GFS 1 6.3 GAL 4.9/17.3 FT 6.9/15.2 FT 3.8/16.9 FT G H H W BV-FC7 CV{C1 BV-FC2 CV{C2 BV-FC3 ' P-2/1 P-2/2 P-213 BV-ATU2 ' \ W W CV-FC3 BV-ATU1 BV-NTD, BV{C, CV-FCO BV-FCS rIV"FCI BV{C6 CV{C6 BV{C7 CV-fC7 BV-FCB CV{C8 H R MXV-, MXV-2 MXV-3 S S ,/, G G A W y, y, G R C C W W W G W W S S R / W S S ET 1 4.3/20.1 GPM G G BV-MXV-1 BV-MXV-2 BV-MXV-3 R 65600/194700 BTU/H 24.5/35.8 FT C C SOURCE AV TRANSFER P-1/1 W W 5.9/26 GPM 4.3/20.1 GPM 0 GP S S , G 122T 122T H G 44T 44T 0 FT Cv-Mxv-, Cv-Mxv-z CV-...3 TW-1/1 S W (0%) TW-112 TW 113 P-1/2 / R G '/' GHWR/GCWR < < C G 99.3°F 90.8°F MAN-1 W W BT-1 51.4°F 53.6°F GARAGE BARN HTG/CLG MAIN HOUSE HTG/CLG S R CARRIAGE HOUSE HTG/CLG GHWS/GCWS > GHWS/GCWS > GHWS/GCWS GHWR/GCWR < GHWR/GCWR E GHWR/GCWR NORTHFORK RESIDENCE 5250 VANSTON RD CUTCHOGUE, NY, 11935 � MIXING ASSEMBLY RIPCORD ENGINEERING IN MECH.ROOM PO BOX 4175;PORTLAND,ME 04101;207-835-4060 � AV A c 140`F 0 BTU/H 140°F 0 BTU/H 000/ 5 �%TU/H FD i 110-F 0 GPM 1 0T 0 GPM 0.2/0.6 GPM 12 PORT i 120T f TMV TMV 102T 122°F TMV —1 � - - FD ONE BALANCING VALVE PER LOOP 52T 44T 170400 BTU/H 140°F IF 1 so°F so°F 0 GPM 4.3 GPM ; 0 GPM WH-2/1 WH-212 0 FT CKV-2} 0 FT P-3 Dv{D, P-4 - - BV-FC, MXV-1 E F 60°F 0.4 GAL 0.9 GAL 1 v'' v2 WH-1 FLOW 100 PSIG 100 PSIG DECOUPLER 12 PSIG ?PSIG BY 60T 60 T ET-2 DWS-1 DWS-1 ET-3 `v-wv-i 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 LOGPM GFS-GLYCOL FEEDER SYSTEM ONE BALANCING VALVE AND HP-HEAT PUMP HPWH-HEAT PUMP WATER HEATER THERMO-ELECTRIC ACTUATOR IF-IMPOSED FIXTURES PER LOOP IHCL-IMPOSED HEATING/COOLING LOAD IWH-INDIRECT WATER HEATER 1 MC-MANIFOLD CABINET FLOW MXV-MIXING VALVE DECOUPLER NTD-NEUTRAL TEMPERATURE DELIVERY UNIT Rl BV-M7(V-2 OAT-OUTSIDE AIR TEMPERATURE NTD-NEUTRAL TEMPERATURE DELIVERY UNIT P-PUMP `Y"' 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 AV WM-WATER METER A 10 PORT 0 GPM LIF PROJ.NO. 17086 0 FT � ONE BALANCING VALVE AND P-5 PROJ.ARCHITECT DE DRAWN BY: ips THERMO-ELECTRIC ACTUATOR PER LOOP N MXVS co SET ISSUE DATES X Al FLOW DATE ISSUE ibI 2018.10.12 R ID SET DECOUPLER R ev-Mxv-3 2019.03.08PERMIT SET- PR;_ TRUSTEES v_ s 2019.05.15 PERMIT SET- TRUSTEES REV m J N O CV-MINS MC-3 LOFT U U W N 8 O N REVISIONS m NO. DATE DESCRIPTION m 0 1 07-08-2019 REV1 a U 'm m U m O d �I Y O LL L C) O Z O iV R PERMITTING N O a0 O N N U C) O HVAC SCHEMATIC C W �I 0 U d �o U d O (A m c HVAC SCHEMATICA" 'R ;eA Mou m r a � � lL C U N O U J 7/8/2019 2:18:15 PM S � Lo r O T �s a` N Ln 1 0co cy) LL E Y J o LU (n N O o LU Q N U LXX O f T 4. c/) N (z u_ `}-- 0 Lo N (+0 1 - zM � � 0c - TZN ?� cy) QN z � T Q N INPUTS POINTS LIST INPUTS POET :1-DI POINT DESCRIPTION DEVICE MP-1/1 DI-1 LAN1 DI-1:PGE1 DO-1 LANs DO-2 LAN2 F_ DI-1:POE1 MSENSE:2-DI MP-1/2 DO-3 LAN3 INPUTS OUTPUTS MT-111 DI 1:LAN1 DO-4 LAN4 PS-1/2 NORTHFORK DI 1:LAN1 LANs :1-DO MZ-111 MH-MMP MH-02'\ LAN3:3-DO M4 POINTS LIST RESIDENCE LAN2:2-D EXERCISE ROOM EMP EMP POINT DESCRIPTION DEVICE , LAN4:4-DO DI-1 PGE1 LAN5:5-DO _GREAT MP-1/2 LAN6:6-DO INPUTS OUTPUTS BASEMENT AT ROO PS-111 POINTS LIST DI-1:PGE1 MSENSE:2-DI POINT DESCRIPTION DEVICE DI-1:LANs LAN1 :1-DO D LAN2:2-DO I-1 LAN1 MT-1/2 GMI TELAN3:3-DO DI-1:LAN1 ZONE BUS:2-DI M° DI-2 ZONE BUS MSENSE LAN4:4-DO > MZ-1/2 MZ-1/1 5250 VANSTON RD LAN5:5-DO L � LAN6:6-DO M"M' M„M° MMM CUTCHOGUE, NY, 11935 INPUTS OUTPUTS TEMP TEMP TEMP POINTS LIST PS-1/2 POINT DESCRIPTION DEVICE DI 1:WAN LANs :1 DO BEDROOM MASTER BATH MASTER BED DI-1 LAN1 DI-2 ZONE BUS MSENSE RIPCORD ENGINEERING LAN2:2-DO > MZ-1/2 PO BOX 4175;PORTLAND,ME 04101;207-835-4060 LAN3:3-DO LAN4:4-DO LAN5:5-DO DI-1:PGE1 ZONE BUS:2-DI POINTS LIST LAN6:6-DO POINT DESCRIPTION DEVICE MZ-1/3 DI-1 POE1 MB-1/1 ��P M”-MMT EMP DI-2 ZONE BUS MSENSE MECHANICAL SPACE MECHANICAL SPACE LOFT LOFT BED MZ-113 GARAGE BARN MAIN HOUSE POINTS LIST POINT DESCRIPTION DEVICE DI-1 WAN DO-1 LANs OUTPUTS DO-2 LAN2 DO-3 LAN3 INPUTS OUTPUTS MB-1/1 DO-1:LAN1 INET CONX POINTS LIST DI-1:LAN1 LAN1 :1-DO > DI-1:PGE1 ZONE BUS:2-DI DO-2:LAN2 POINT DESCRIPTION DEVICE LAN2:2-DO DO-3:LAN3 DI-1 LANs LAN3:3-DO MZ 114 DO-4:LAN4 DO-1 LANs LAN4:4-DO DO-5:LAN5 DO-2 LAN2 LAN5:5-DO DO-6:LAN6 DO-3 LAN3 LANG:6-DO POINTS LIST ROUTER-1 P3-111 PS-1/3 MECHANICAL SPACE POINT DESCRIPTION DEVICE DI-1 LAN1 POINTS LIST DO-1 LAN1 POINT DESCRIPTION DEVICE DO-2 LAN2 DI-1 PGE1 DO-3 LAN3 POINTS LIST MP-111 DO-4 LAN4 POINT DESCRIPTION DEVICE DO-5 LAN5 DO-1 LAN1 DI-1:POET MSENSE:2-DI PS-113 ROUTER-1 POINTS LIST POINT DESCRIPTION DEVICE MT-1/3 C„-MS, PROJECT DI-1 POE1 TEMP POINTS LIST POINT DESCRIPTION DEVICE DI-2 MSENSE MSENSE MT-1/1 GREAT ROOM DI-1 JPOEI MZ-114 POINTS LIST POINTS LIST POINT DESCRIPTION DEVICE POINT DESCRIPTION DEVICE DI-1 PGE1 DI-1 POET DI-2 MSENSE MSENSE DI-1:PGE1 MSENSE:2-DI E DI-2 MSENSE MSENSE MT-1/2 MT-1/3 MT-1/4 c„-MMZ TEMP POINTS LIST BEDROOM 1 POINT DESCRIPTION DEVICE DI-1 PGE1 DI-2 MSENSE MSENSE MT-1/4 POINTS LIST DI-1:PGE1 MSENSE:2-DI < POINT DESCRIPTION DEVICE LIF PROD.NO. 17086 DI-1 POE1 9 MT-1/5 `"�` DI-2 MSENSE MSENSE PROJ.ARCHITECT DE DRAWN BY: JPS 0 MT-1/5 _01 BEDROOM �i POINTS LIST SET ISSUE DATES U POINT DESCRIPTION DEVICE DATE ISSUE Lu Qi DI-1 POET 2018.10.12 BID SET U- DI-2 MSENSE MSENSE 2019.03.08PEP,MIT SET— PRE TRUSTEES 9 co MT-1/6 2019.05.15 PERMIT SET— TRUSTEES REV DI-1:PGE1 MSENSE:2-DI J N O MT-1/6 CH-W4 MB-MBOX TEMP MZ-MZONE MP-MPAD BEDROOM 3 w MS-MSENSE MT-MTOUCH PS-POE SWITCH CARRIAGE HOUSE REVISIONS m NO. DATE DESCRIPTION 0 Q U m J N O 0- Y O LL L C O Z O R U- N s PERMITTING J N O W O N y U N O m ID HVAC CONTROLS SCHEMATIC w U Q Q 12 1 HVAC CONTROLS SCHEMATIC 0 12”= 1'-0" V uzB t1 L / (6 L d LL lL � � 11 C c4 d 7/8/2019 2:18:15 PM nM=MD-r[EC770 oa=- V yu: Lo Lo OT u a NLf) 0 CO LL 0) Hid' E 8WAN 0 © W Q N U JEr X I— WTa... (n �_ N (z u_ "- � OLoN — (� 1 = o � � OAT-1 _ cm J TFMP MC-1 MC-2 MC-3 z N T Z CID CID co < Iq TR-MC3 TEMP TEMP TEMP TS-MC3 O O QTTTE TEMP JO F •5 85 5� FC-1 FC-2 FC-3 NTD-1OFC-4 0 ATU-2 Z —71 NATU-1 HP-111 HP-112 TEMP P '— P-2/1 P-2/2 P-213 GFS-1 BV-ATU2 8VFC5 CV-FC5 BV-FC6 MRS BV-FC7 N-FC7 BIF. CVFC8 BVFC7 CVFC1 BVEC2 CVFC2 .1+0CVEC3 BV-ATU7 BV-NTU1 BY-FC7 CV-FC4 MXV-1 MXV-2 MXV-0 1 ET-1 BV-MXV-7 BV-MTV-2 SIM I AV P-1/1 p CY-MXV7 _ _ — SPC 1W-1/1 SPC—TW-1/2 SPC-'8W-1/3 ' P•112 — - — - - — T-t _ — THERM TRERM 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 5250 VAN STON RD AI-3:DHW TEMP DIV VALVE 3:3-00 AI-2 SYSTEM OUTLET WATER PROBE TEMPERATURE SENSOR DI-2 HEATING/COOLING C/0 AI-4:OAT DIV VALVE 4:4-DO AI-4 OUTDOOR AIR TEMP TEMPERATURE SENSOR DO-1 HP PLANT ALARM C U TC H OG U E, 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/0:2-DI NET NET NET NET NET VMF CRP-3 MODBUS NETWORK CONNECTIONS MESSANA SYSTEM CONTROL SCOPE POINTS LIST POINT DESCRIPTION DEVICE AI-4 BUFFER WTR 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 A01 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 FROG DO DRY 2 VALVE OPERATOR AI-5:DHW TEMP DO-5 PROG DO DRY 3 VALVE OPERATOR AI-6:DHW RWT AMEC ENABLE:1-DO MBOX•1 AMEC C/0:2-DO DI-3:ALARM IN PDO DRY 1 :3-DO DI-4:FROG DI 02 PDO DRY 2:4-DO DI-5:PROG DI 03 PDO DRY 3:5-DO > POINTS LIST DI-6:FROG DI 04 PDO DRY 4:6-DO POINT DESCRIPTION DEVICE 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:FROG DI 08 AO-2 PROGRAMMABLE A01 MOTOR CONTROLLER DI-11:FROG DI 09 DO 1 ZONE VALVE 1 VALVE OPERATOR DI-12:FROG DI 10 DO 8 ZONE VALVE 8/ 'IRC PUMP VALVE OPERATOR,REMOTE RELAY DI-13:FROG 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 - -2 NE 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 DV-DIVERTER VALVE MZONE-2 LSF PROD.NO. 17086 DWS-DOMESTIC WATER SUPPLY � ET-EXPANSION TANK PROJ.ARCHITECT DE DRAWN BY: JPS FC-FAN COIL POINTS LIST FD-FLOOR DRAIN POINT DESCRIPTION DEVICE N INPUTS OUTPUTS INPUTS OUTPUTS INPUTS OUTPUTS INPUTS OUTPUTS GFS-GLYCOL FEEDER SYSTEM DI 1:ZONE BUS LAN 2 DI 1:ZONE BUS LAN 2 AI-1 SUPPLY WATER TEMP 1 TEMPERATURE SENSOR SET ISSUE DATES TA' HP-HEAT PUMP DI-1:ZONE BUS LAN 2 DI-1:ZONE BUS LAN 2 AI-2 RETURN WATER TEMP 1 TEMPERATURE SENSOR ¢' HPWH-HEAT PUMP WATER HEATER DATE I S"U E 0 AI-1:SUPPLY WTI MIX VALVE 1 :1-AO - All:SUPPLY WTI MIX VALVE 1 :1 AO AI-1:SUPPLY WTI MIX VALVE 1 :1-AO - AI-1:SUPPLY WT MIX VALVE A-AO AO 1 MIXING VALVE 1 VALVE OPERATOR 2018.10.12 B ID SET IF-IMPOSED FIXTURES AI-2:RETURN WTI PROG A01 :2-AO AI-2:RETURN WTI FROG A01 :2-AO AI-2:RETURN WTI PROG A01 :2-AO AI-2:RETURN WT FROG AO 1 :2-AO DO-1 ZONE VALVE 1 ZONE VALVE ' IHCL-IMPOSED HEATING/COOLING LOAD N FROG A02:3-AO FROGA02:3-AO DO-2 ZONE ZONE VALVE 2019.03.08PERMIT SET- PRE TRUSTEES IWH-INDIRECT WATER HEATER PROG A02:3-AO PROG AO 2:3-AO 2019.05.15 PERMIT SET- TRUSTEES REV Y DI-2:FROG DI 01 FROG A03:4-AO DI-2:FROG DI 01 FROG A03:4-AO DI-2:PROG 0101 FROG A03:4-AO DI-2:PROG DI 01 FROG AO 3:4-AO DO-3 ZONE VALVE 3 ZONE VALVE MC-MANIFOLD CABINET DI-3:FROG DI 02 DI-3:FROG DI 02 DI-3:FROG DI 02 DI-3:PROG DI 02 DO-4 ZONE VALVE 4 ZONE VALVE N MXV-MIXING VALVE DI-4:FROG 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 8/CIRC PUMP REMOTE RELAY,VALVE OPERATOR NTD-NEUTRAL TEMPERATURE DELIVERY UNIT DI-5:FROG DI 04 Z VALVE 2:2-DO DI-5:FROG DI 04 Z VALVE 2:2-DO DI-5:FROG DI 04 Z VALVE 2:2-DO > DI-5:FROG DI 04 Z VALVE 2:2-DO MZONE-3 t OAT-OUTSIDE AIR TEMPERATURE DI-6:FROG DI 05 Z VALVE 3:3-DO DI-6:FROG DI 05 Z VALVE 3:3-DO NTD-NEUTRAL TEMPERATURE DELIVERY UNIT DI 6:PROD DI 05 Z VALVE 3:3 DO DI 6:PROG DI 05 Z VALVE 3:3 DO DI-7:FROG DI 06 Z VALVE 4:4-DO DI-7:FROG DI 06 Z VALVE 4:4-DO P-PUMP DI-7:FROG DI 06 Z VALVE 4:4-DO DI-7:FROG DI 06 Z VALVE 4:4-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 DI-8:FROG DI 07 Z VALVE 5:5-DO PRV-PRESSURE REDUCING VALVE DI-9:FROG DI 08 Z VALVE 6:6-DO DI-9:FROG DI 08 Z VALVE 6:6-DO DI-9:PROG DI 08 Z VALVE 6:6-DO DI-9:FROG 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 0RS-ROOM SENSOR DI-11:PROG DI 10 ZV081 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 REVISIONS TMV-THERMOSTATIC MIXING VALVE DI-1 2:PROG Di 11 POWER DI-1 2:PROG DI 11 POWER DI-12:PROG DI 11 POWER DI-12:PROG DI 11 POWER AO-2 FROG ANALOG 1 MOTOR CONTROLLER TR-TEMPERATURE, RETURN MZONE-1 MZONE-2 MZONE-3 MZONE-4 AO-3 FROG ANALOG 2 MOTOR CONTROLLER NO. DATE DESCRIPTION TS•TEMPERATURE,SUPPLY AO-4 PROG ANALOG 3 MOTOR CONTROLLER 1 07-08-2019 REV1 o TW-TOWEL WARMER DO-1 ZONE VALVE 1 VALVE OPERATOR WH-WATER HEATER DO-2 ZONE VALVE 2 VALVE OPERATOR o V-VALVE DO-3 ZONE VALVE 3 VALVE OPERATOR WM-WATER METER .o DO-4 ZONE VALVE 4 VALVE OPERATOR ai MZONE-4 0 v_ r r 0 z 0 m u_ PERMITTING J N O W O N N U m HVAC CONTROLS W, SCHEMATIC 0 U 12 IF O U LL O M 1mbuzc HVAC CONTROLS SCHEMATIC 1� t � a ll N R U_ C C7 U � 7/8/2019 2:18:15 PM p T a N Lo LL M0) EY 0 WAN O o WQN U x 0 O W T 4— LL — ____ O LO m — = M c� 0 co c/) o r J fVI - I � =f-! Imo- z \ „' ° - �` 4 2 cm \\ - T Z N 124) z f DA rc \ - -` 50 DA- (A FC-1 �E 33 \ ' A 24 ���_-- - . � _ L 50 TW_t H-3 \ 2 (124 I-„"- '� l K 50 . - �i I� I I ii�!,it P. _/— "a a", �—^'"" _".-- '" � ( •R I "!�A, li \ NORTHFORK 1i14„O,.., ��, RESIDENCE ... , S P \ 3I 1 114„c {: --j Q i; 21 I P-1 1 j J �” F3-1 \\ MB I 5250 VANSTON RD CUTCHOGUE, NY, 11935 X210 H►C S RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 1 112'0 HIC R �\ I II GARAGE BARN 5 G I \RP-1 _1 3 (n z 24_J \_1 /DA-7\ LIF PROD.NO. 17086 �C124 ) - --- Ln 3 RP-: �3� PROJ.ARCHITECT DE DRAWN BY: ,1P$ - - . -r r N },�� 1 x� SET ISSUE DATES \ T ) " � DATE ISSUE W ---- .J �'" N 5018.10.12 BID SE"1 �?J 5019.03.08 PERMIT SET- PRE TRUSTEES �__ 0� 2,J C�1�A D'-2 5019.05.15 PERMIT SET- TRUSTEES REV LL d d `-�-� _ \ 1 J RP-1 Lu 0w- tinA-1� � � � \ �__� /— REVISIONS 136 m_ NO. DATE DESCRIPTION I`AZ '04 / PI3 o Y: Mz M'z tTll ) 2 p2 Y`o � 2- 1 0 0 Z 0 LL PERMITTING Y J � A111-1� r \—_J 0 N N a HVAC ISOMETRIC rn c m c C W �I 0 n �- -- �I - U AN NJ Arlk O N U d L ` N L CL a a Il �_ � W C N U J 7/8/2019 2:18:26 PM LQ[��fF-0OV[E��® Ot�l�e u ,^ L,/ Ln u O L T u a` N LO LL ~ ~ d E ~ wU) N O 0 N .y- o WQN U y« UJ 4— LL / 0 LCA (L) `-, Z i Q w G!24� _=s - ".' pj fes.. - _� \�,__� Jl FC �1` QQ�� 0 M (� O �•�H-2L i-`'�1 MZ J/' V. �-- 2 1 ,\ \ z N y `- • _ ro O \- = \r �1- �l //' ` _ - � M a _ _�= /r / // / !- I _C93//DA-)3 F Bit \ �," " a�. G� \ _ 50 l 1 EH_ 50_) -- FC-1 � '1 \ \ \ ,\ � :. :' ;IH-1 100 \ \ 1 s — EH-1 100 - AL24 \ 1, \ - \ L 50 50 CA ; _ FC-1 c� N ( Ri '''Illll NORTHFORK 1 1 I� I''I�!li�j; ��' 4 \ 'I SII -- '�_ -- �- RESIDENCE 1 114„O N G --' FIP�f. ,, ' \ MB FS-1 1 \ \ 5250 VANSTON RD CUTCHOGUE, NY, 11935 HSG S � _-'\� 1 AI O \ _ RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101:207-835-4060 1 IVO HI GR I GARAGE BARN ccl2 4 D /RP-t� nnc� — �A 24 r 1 ' i ...,.......». iDA-7\ °°"”' 1 "" ,..-w^ - - LIF PROJ.NO. 17086 . 2_D . -J/ `— —J � � ,- t31�_� PROJ.ARCHITECT DE DRAWN BY: iP$ o —C4 1 \ , - J 3 SET W f P \ _—, „,.» 2� _ T,. DATE SSUE ISSUE DATES \ `^ 0018.10.12 BID SET LL LO � �~ 2019.03.08PERMIT SET- PRE TRUSTEES A-2 0019.05.15F'ERMIT SET- TRUSTEES REV N _D_A-5\ _ -1 .: AUA-1\ID . w ter, \.1\ R 1 Q - _\ UJ 0 m Cil 000 RP-2+% - REVISIONS ' MZ NO. DATE DESCRIPTION F11- I 14Z MZ (L r ; P2 { ' P_2) 3_ 1 = \ z 0 m U_ Y PERMITTING J O / N N V 01 2 m HVAC ISOMETRIC W 0 U Q --- II' '2 Aft UU1 a l N � LL l� C UU U J 7/8/2019 2:18:26 PM PLUMBING SYMBOLS PLUMBING PIPING SYMBOLS PLUMBING ABBREVIATIONS PLUMBING ABBREVIATIONS PLUMBING SYSTEM DESCRIPTION vLo Lo 1. FIXTURES O T- -Dcw Dcw Dcw DOMESTIC COLD WATER, COLD WATER TERM ABBREVIATION KILOWATT TERM KW ABBREVIATION a. TO BE SELECTED BY THE ARCHITECT. DESIGN REFLECTS TYPICAL WATER AND DRAIN FIXTURE s N Lo TYPE A A KILOWATT HOUR KwtH UNITS. LL 00 0) No. ELECTRO-MECHANICAL EQUIPMENT TAG DWH DWRDWR DRINKING WATER RETURN ABOVE FINISHED FLOOR AFF KITCHEN SINK KS 2. DWV PIPING ABOVE FINISHED ROOF AFR L L a. PVC/ABS PLASTIC PIPING. J ~ E -DWs DWS-DWS- DRINKING WATER SUPPLY ABOVE GRADE AG LAUNDRY TRAY LT b. INSULATED IN SELECTED LOCATIONS FOR NOISE CONTROL. N W O ABSOLUTE ABS LAVATORY LAV -DHWR-DHWR-DHWR- DOMESTIC HOW WATER RETURN, HOT WATER RETURN ACID VENT STACK THROUGH ROOF AVrR LEADER L 3. SEWAGE EJECTOR SYSTEM © W Q N U Ref AIR-COMPRESSED A LINEAR FEET LIN FT a. MAIN HOUSE -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 X O AMERICAN GAS ASSOCIATION AGa M M AMER CAN AISC MANHOLE MH ROOM.THE SYSTEM WILL RECEIVE DISCHARGE FROM THE KITCHEN SINK THE WASHING W 1 EXTERIOR ELEVATION - sw sw sw - SOFT COLD WATER MACHINE BASEMENT SINK U) N AMERICAN NATIONAL STANDARDS INSTITUTE ANSI MATERIAL SAFETY AND DATA SHEET MSDS , , AND BASEMENT FLOOR DRAIN. SEWAGE WILL BE PUMPED TO THE _ A101 AMERICAN PETROLEUM INSTITUTE AP MECHANICAL EQUIPMENT ROOM MER MAIN HOUSE DRAINAGE SYSTEM. O DRAIN LI.- - D D D AMER ICAN SOCIETY OF TESTING MATERIALS ASTM MEDICAL AIR MA 4. DOMESTIC WATER PIPING Ref AMERICAN SOCIETY OF HEATING,REFRIGERATING,AND AS-IRAE MEDICAL OXYGEN Mo a. PEX/COPPER. 0 Lo N IW IW IW DRAIN, INDIRECT AIR-CONDITIONING ENGINEERS MEDICAL VACUUM MV 1 AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASME MILES PER HOUR MPH 5. PROPANE PIPING co Ref - GW GW GW DRAIN, GRAY AMERICAN SOCIETY OF PLUMBING ENGINEERS ASPE MILLION GALLONS PER DAY MGD a. COPPER/BLACK IRON. = z Cy AMERICAN SOCIETY OF SANITARY ENGINEERING ASSE MINIMUM MIN. DC V V V AMPERE AMP 6. DOMESTIC HOT WATER 0 Cy - 1 A101 1 INTERIOR ELEVATION VENT ANGLE VALVE AV N N a. MAIN HOUSE ~ L 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 T z B B NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY NIST HOUSE. T z N BACKFLOW PREVENTER BFP NAT IONALOCEANIC AND ATMOSPHERICADMINISTRATION NOAA b. GARAGE BARN Q N Ref sv SV SV WASTE AND VENT COMBINATION BALL VALVE BV NATIONAL PIPE THREAD NPT Co 1 NATIONAL PLUMBING CODE NPC i. A SMALL ELECTRIC UNDER-SINK WATER HEATER WITH INTEGRATED TANK WILL SERVE - SD SD SD - DRAIN, STORM BRAKE HORSEPOWER BHS NATURAL GAS NG THE GARAGE BARN POWDER ROOM. z BRITISH THERMAL UNIT BTU NOMINAL PIPE SIZE NPS C. CARRIAGE HOUSE Q N A A A BUTTERFLY VALVE BFV i. TWO LOWBOY ELECTRIC RESISTANCE WATER HEATERS WILL BE INSTALLED IN THE ATTIC AIR, COMPRESSED NORMAL TEMPERATURE AND PRESSURE NTP TYPE C C NORMALLY CLOSED NC MECHANICAL EQUIPMENT TAG CANADIAN STANDARDS ASSOCIATION CS.a Ni (TO SERVE THE 4 BATHROOMS AND KITCHEN. U) 0_ NO. -TWR TwR TWR- TEMPERED WATER RETURN A CAST IRON CI NOT NNIC IC 7. SCALD PROTECTION ) -TWs TWs TWS- TEMPERED WATER SUPPLY CENTERS FOR DISEASE CONTROL CV CV NUMBEUMBSR NoO..NSCALE N CHECK VALVE a. MAIN HOUSE-POINT OF PRODUCTION THERMOSTATIC MIXING VALVE SET TO 110 DEGREES FAHRENHEIT. 101 SPACE NUMBER CHEMICAL AND PETROLEUM INDUSTRY CP o O 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. GENERAL PLUMBING SYMBOLS DE DE DE WATER, DEIONIZED COLD WATER CIA ORIGINAL EQUIPMENT MANUFACTURER OEM C. GARAGE BARN-POINT OF USE THERMOSTATIC MIXING VALVE SET TO 110 DEGREES COMPRESSED AIR CA OUNCE ozFAHRENHEIT. DW DW DW- WATER, DISTILLED COMPRESSED GAS ASSOCIATION CGA OUTSIDE DIAMETER OD CUBIC FEET FT'3 OXYGEN o 8. DOMESTIC HOT WATER RECIRCULATION DIRECTION OF PIPE PITCH (DOWN) CUBIC FEET PER MINUTE CFIA P P a. MAIN HOUSE-DOMESTIC HOT WATER RECIRCULATION WILL BE PROVIDED BY A LOW WATTAGE PARTS PER MILLION PPM PLUMBING VALVE SYMBOLS CUBIC FEET PER SECOND CFS RECIRCULATION PUMP WITH ONBOARD CONTROLLER AND LOGIC. CURRENT GOOD MANUFACTURING PRACTICE cGI,AP PIPING AND INSTRUMENTATION DIAGRAM P&ID DIRECTION OF FLOW D D PLUG VALVE PV 9. INSULATION 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.0 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 REDUCER OR INCREASER GLOBE VALVE DEPARTMENT OF TRANSPORTATION DOra. HOT WATER RECIRCULATION 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 REDUCERDIAMETER DIA. POUNDS PER SQUARE INCH,ABSOLUTE PSIA RETURN TEMPERATURE TO DETERMINE FLOW AND RUN TIME REQUIREMENTS. GATE VALVE WITH 3/4"HOSE ADAPTER DIAMETER,INSIDE ID POUNDS PER SQUARE INCH,GAUGE PSIG b. SEWAGE EJECTOR SYSTEM DIAMETER,OUTSIDE OD PRESSURE REDUCING VALVE PRV TOP CONNECTION, 450 OR 900 DIMENSIONAL,NOMINAL(SIZE IN METRIC) DNPRESSURE RELIEF VALVE PV j i. SYSTEM INCLUDES A CONTROL PANEL WITH ASSOCIATED PREPROGRAMMED SYSTEM CHECK VALVE DIRECT CURRENT DC v R R CONTROLLER.THE CONTROLLER WILL BE LOCATED IN THE MECHANICAL ROOM. DISTILLED WATER DW RANKINE DEG.R DOMESTIC WATER-COLD DCW v BOTTOM CONNECTION,45° 90° � 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 Fil J� DRAIN D ROOF DRAIN RD NORTHFORK / BUTTERFLY VALVE DRAIN-INDIRECT W ROOT MEAN SQUARE RMS CAPPED OUTLET DRAIN-STORM SD S S RISE OR DROP IN PIPE --�c�j BALL VALVE DRAINAGE FIXTURE UNIT DFU SANITARY FIXUTRE UNITS SFU DRAINAGE INLET DIPLUMBING GENERAL NOTES RESIDENCE SANITARY WASTE SAN DRAWING DWG SERVICE SINK SS UNION 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. SGRAVITY SG 2. DESIGN IN ACCORDANCE WITH NEW YORK STATE UNIFORM AND ENERGY CODES. TWO POSITION CONTROL VALVE F F SQUAREQUARE 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 sl 2.3 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE. POINT OF CONNECTION BETWEEN NEW FIXTURE UNIT FU T T 2.4 2017 UNIFORM CODE SUPPLEMENT. AND EXISTING WORK FOOT HEAD FT.HD. TEMPERATURE AND PRESSURE RELIEF VALVE TPRV 5250 VAN STON RD G FOOT OR FEET FT TEMPERED WATER Tw 2.5 2015 INTERNATIONAL ENERGY CONSERVATION CODE. FOOT-POUND TESTABLE DOUBLE DETECTOR CHECK TDDC LIMIT OF DEMOLITION THREE-WAY TWO POSITION CONTROL VALVE G G THAT IS ,E 2.6 2013 ASHRAE 90.1. CUTCHOGUE, NY, 11935 GALLONS GA_ THERMOSTATIC MIXING VALVE TMV 2.7 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. GALLONS PER DAY GPD THOUSAND CUBIC FEET MCF INVERTED BUCKET TRAP SET INCLUDING GALLONS PER HOUR GPi THOUSAND POUNDS KIP 3. OVERHEAD PIPING IN SPACES WITHOUT HUNG CEILINGS SHALL BE RUN AS CLOSE TO THE ROOF DECK AS IIIIIIIIIIIIIIIIN IC71 GALLONS PER MINUTE GPA TOP ELEVATION TE PRACTICABLE,AS CLOSE TO PARALLEL JOISTS AS POSSIBLE AND ABOVE LIGHTING FIXTURES. PIPING ACCESSORIES PRESSURE REGULATING VALVE GALLONS PER YEAR GPr TYPICAL TYP 4. ARRANGE PIPING PARTICULARLY ABOVE CEILINGS,ARE REQUIRED TO CLEAR STRUCTURE, DUCTS, RIPCORD ENGINEERING GOOD MANUFACTURING PRACTICE GNP U U PO BOX 4175;PORTLAND,ME 04101;207-835-4060 GRAYWATER GO 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. PIPING ACCESSORIESHANDS-OFF AUTOMATIC Hoa URINAL UR 5. THE DIAMETER OF THE SUPPLY PIPE TO GAS POWERED EQUIPMENT SHALL NOT BE SMALLER THAN THE {�}- AUTOMATIC FLOW CONTROL VALVE HEAD HD v v HEATER HTR VACUUM BREAKER VB INLET CONNECTION TO THE EQUIPMENT. STRAINER ( HEATING,VENTILATING AND AIR-CONDITIONING HVAC VACUUM,VACUUM-AIR VAC 6. COORDINATE LOCATION AND INSTALLATION OF EQUIPMENT WITH OTHER TRADES. PRESSURE RELIEF VALVE HERTZ HZ VENT v THERMOMETER HORSEPOWER HP VENT THROUGH ROOF VTR 7. VALVES AND SPECIALTIES SHALL BE LINE SIZE, EXCEPT FOR CONTROL AND BALANCING VALVES, UNLESS EE� 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 I MANUAL AIR VENT I WASTE W r PRESSURE GAGE HOT WATER RETURN WALL HYDRANT WH PASSAGEWAYS AND MAINTENANCE. 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 IN. INCHES PER HOUR N. WATER-DISTILL ED DE ,AND SCHEDULES. WATER-DISTILLED DW DIAGRAMS INDUSTRIALRISKINSURERS IRI WATER-DRINKING RETURN DWR 10. PROVIDE UNION OR FLANGED CONNECTIONS AT EACH PIECE OF EQUIPMENT AND ON BOTH SIDE OF Cw TEST PLUG (PRESSURE/TEMPERATURE) WATER-DRINKING SUPPLY DWS CONTROL VAVLES AND PRESSURE REGULATING VALVES. PROVIDE SHUT-OFF VALVE ON BOTH SIDE OF CLEAN OUT INSIDE DIAMETER ID INSTRUMENT AIR IA WATER-SOFT COLD SW AUTOMATIC VALVES. INTERNATIONAL ASSOCIATION OF PLUMBING AND IAPMO WATER-TEMPERED RETURN TWR }C HOSE BIB 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 WC AV INTERNATIONAL PLUMBING CODE [PC 12. FLOOR MOUNTED EQUIPMENT IN THE MECHANICAL ROOM SHALL BE LOCATED ON 6"THICK CONCRETE PADS WATERWORKI G PRE WFU WITH ROUNDED EDGES UNLESS NOTED OTHERWISE. INVERT ELEVATION IE WATER WORKING PRESSURE WWP IRON BODY BRONZE MOUNTED IWATER,OIL AND GAS YWOG IRON PIPE SIZE IPSPS 13. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THE SPECIFICATION. ADDITIONAL SUPPORTS OR 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 c6 PROJ.ARCHITECT DE DRAWN BY: iP$ 0 O m s NI SET ISSUE DATES X DATE SSUE U Z. 2018.10.12 BID SET E l 2019.03.08PERMIT SET- PRE TRUSTEES LL Y 2019.05.15 PERMIT SET- 1RUSTEES REV n J N O N L U 5 amU W y d O N REVISIONS �I NO. DATE DESCRIPTION Cal U 'm m D U N O IL - c 0 Z 0 m LL Y PERMITTING J N O W O N N U d O m PLUMBING LEGEND C d 1 N C C W O PLUMBING DRAWING SCHEDULE a DRAWING NO. DRAWING NAME co o P101A PLUMBING FLOOR PLAN P101 B PLUMBING FLOOR PLAN P101C PLUMBING FLOOR PLAN AF UIn Rijn u P103 PLUMBING ROOF PLAN CL P601 PLUMBING SCHEDULES @ P901 I PLUMBING ISOMETRIC U � 7/8/2019 2:18:27 PM � Ln z O T- u N Lo s 000) LL WU) N O o w Q cV v J � Xoo I— w T N 0 — LL _ s � 0Lo (1) Z (y) co TZN T co < Z O B1 - - --- -n - - - _—DCW I I I � I I. V V II I , B2 - - -- - - - --- - - ---- - -- - -- --— - --- - - - -- ----- , , I R I 2 NORTHFORK RESIDENCE B3I ! 5250 VANSTON RD I CUTCHOGUE, NY, 11935 I I I,I RIPCORD ENGINEERING � I PO BOX 4175;PORTLAND,ME 04101;207-835-4060 I i I i I j i BG ! BF i; BE BD BC ' BB BA GARAGE BARN LOFT PLUMBING PLAN 2 3/16"= 1'-0" KEYNOTE LEGEND- PLUMBING KEY NOTE P1 INCLUDES TRAP PRIMER. P2 DRAIN TO DAYLIGHT. P3 VENT VIA AIR ADMITTANCE VALVE. I ! DCW PIPING TO MAIN HOUSE: I ' SEE P101A/ 1. DCW DCW I DCW PIPING TO METER PIT. SEE CIVIL DRAWINGS. I I . i i I N I I -DCW I ' ry H3 \ PROJ.NO. 17 y LF I 086 i I C::) CL-1 '. I ; PROJ.ARCHITECT DE DRAWN BY: iP$ N a0 ` SET ISSUE DATES W' BUILDING SEWER. D-1 .: DATE ISSUE Y SEE CIVIL DRAWINGS. 2018.10.12 BID SET m 2019.03.08PERMIT SET- PRE TRUSTEES B2F- -- - ---- -- — -- ---- - - -- ---- — --- - ---- - - - - �a. - -- - - - - - ------ -- - -. -- -- -- 2010.05.15 PERMIT SET- TRUSTEES REV 1 I 9 REVISIONS .I� NO. DATE DESCRIPTION U c B3 -- _.. �.._�.__, - - w .,.,.., .._...._........ .w..n,w,. ... ..W,_._.�. ...n,... .......,....mw.__ .. .,. .._. .. a oI I LL L Z 0 LL w PERMITTING N O i N 2 I PLUMBING FLOOR I , I I I PLAN BG 'i BF i: BE BD i BC 1 BB BA a - - - GARAGE BARN MAIN PLUMBING PLAN o � 1 3/16"= l'-O" 4' 0 4' 8' 12' r d a i� — E4T � Il ulc SCALE: 3/16" - l' - 0" U � 7/8/2019 3:36:16 PM Lo C:) N to 00 W U) N 0 I ! N o N I I ! J .X SWT 0 N LL 4- I i 0 Lo (D — co Z ce) 0 co I co N c; z < c\I c/) a- VENT IN THIS VICINITY ,,\ i I i i --, —VENT THROUGH ROOF IN THIS VICINITY B2 _ I NORTHFORK RESIDENCE 5250 VANSTON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 BG �F-1, BE )D BC BOB ( BA R I A"' E 11 U '-"' E F L Nf LAN GARAGE BARN ROOF PLUMBING PLAN CA h U U b HUIJ [a U iBINk"..7 F" ( 3 ------------ 3/16" l'-O" 3/16" l'-O" LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: ips .6 9 9 col SET ISSUE DATES DATE ISSUE Lu VENT THROUGH ROOF IN THIS VICINITY 2018.10.12 E3 IF) SET 01 2019.0�.08PERVIT SET— PRE TRUSTEES ILL 2019.05.15PERVIT SET— TRUSTEES REV .2 9 Lu O REVISIONS NO. DATE DESCRIPTION O 2 O ILL 0 O ca U- V w PERMITTING O O 2 PLUMBING ROOF wl PLAN 0 "2 0 O 41 U u kfiAIN ll'U ' E R"-F.---' L' ' [\ffil " KAN 41 0 41 --8 12' 3/16"= V-0" SCALE: 3/16" = 1 0" 7/8/2019 2:18:42 PM OMC. ci DRAIN WASTE VENT BASIS OF DESIGN- DEVELOPMENT SEWAGE EJECTOR PUMP SCHEDULE O t T a` N Lo TAG DESCRIPTION HWFU CWFU WFU DFU COUNT NOTES MECHANICAL DATA ELECTRICAL DATA s O O 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 CL-1 WATER COOLER 0.00 0.25 0 1 1 SEP-1 LIBERTY PUMPS P682XLE41 P680 SERIES SEWAGE EJECTOR SYSTEM 0.40 hp 60.0 GPM 15 ftH2O 115V 1 60 Hz 1380 VA 12 A 23 A 1 N W (n N O FD-1 FLOOR DRAIN, EMERGENCY 0.00 0.00 0 0 3 HY-1 WALL HYDRANT 0.00 7.50 8 0 3 WATER HEATER SCHEDULE o Q N C) IB-1 ICE MAKER BOX 0.00 0.50 1 0 2 X 0 0 STORAGE ELECTRICAL DATA � W r ,+-, 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 0 LS-1 LAUNDRY SINK 11.05 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 B- - 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 U-) N LV-2 LAVATORY 2.10 2.10 3 4 4 WH-3 STIEBEL ELTRON SHC 2.5 MINI-TANK ELECTRIC WATER HEATER 2.5 gal 120 V 1 60 Hz 1300 W 1 - M .1 LV-3 LAVATORY IN SETS 0.53 0.53 1 2 1 = Z Cy OSH-1 OUTDOOR SHOWER 2.00 2.00 3 4 2 EXPANSION TANK SCHEDULE - DOMESTIC 0 c')SH-1 SHOWER 1.00 1.00 1 12 1 ~ MAX ACCEPTANCE I- f-� SH-2 SHOWER 1.00 1.00 1 2 1 TAG MANUFACTURER MODEL DESCRIPTION CAPACITY VOLUME PRECHARGE COUNT NOTES r Z N 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 2N WB-1 WASHER BOX 2.00 2.00 3 4 2 co Q 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 ITURBOVENT AIR ADMITTANCE VALVE 114 (n DRAIN WASTE VENT BASIS OF DESIGN-MAIN HOUSE TMV-1 CALEFFI IZ521 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 2.50 2.50 0 1 CL-1 WATER COOLER 1 IB-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 10.00 12.50 12.50 13 11 71 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 DRAIN WASTE VENT BASIS OF DESIGN -CARRIAGE HOUSE WC-1 WATER CLOSET, 1.6 GPF GRAVITY TANK 8 NORTHFORK TAG DESCRIPTION HWFU CWFU WFU DFU COUNT NOTES WC-2 WATER CLOSET, 1.6 GPF GRAVITY TANK, 1 WALL MOUNT FD-1 FLOOR DRAIN, EMERGENCY 0.00 0.00 0.00 0 1 GRAND TOTAL 41 RESIDENCE 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 1 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 VANSTON 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 12.20 2.20 3 1 TOTAL 0.53 5.48 5.65 5 5 LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: ips O O 0 N col SET ISSUE DATES DATE ISSUE uiU 2018.10.12 BID SET ig io 2019.03.08PERMIT SET- PRE TRUSTEES Y 2010.05.15 PERMIT SET- TRU-I EES BEV J N O aD N L V U W N UJ a O NI REVISIONS NO. DATE DESCRIPTION m 0 Q U 'm m O U N O a Y O IL L r O Z 0 m U- y PERMITTING J N O O N N U d O m PLUMBING c wi SCHEDULES c 0 V a cg a 0 N (C C O L / f t a ma 17Lm Pbw a T c -ca m U � 7/8/2019 2:18:44 PM ci u10� Lo Lo t p T u N Lo a CC) 0) LL �- N E w N O N U p :-mss"- -- ` `-• W T N LL corr _ I F-- it 0 co 110 Z N w t 2''O ;` /V11N-2Q _ /ET 1 l/, �"` �/ _ _- \ I — _ -"-- mz , B-1_�, g °v00 I- - .� g y } LV Q�sa `\ �1 �1 — W o —C) N "' W C 1 ;f 01 2 - "' ; / �' t 3'O S LV S HY-1 3 ' "& 8 LV- 3'° Y-1 WC-1 I, - : - 1- NORTHFORK 3 S -0(' 3„o S - \ RESIDENCE 0 A 101) '00 5250 VANSTON RD CUTCHOGUE NY 11935 RIPCORD ENGINEERING GW PO BOX 4175;PORTLAND,ME 04101;207-835-4060 1"o D I A E I GARAGE BARN > nRW " pµW R fi 112"0 ®CW 112°'c1 112 � t ox++'eeroMm".wkw V� 3 LIF PROD.NO. 17086 314"0 IB-1 314°` pCVV w �.- ",, LV 1 �, PROJ.ARCHITECT DE DRAWN BY: iP$ �' �"• ' N . :- ~ .. 112,°� pH�'JR h �, �, I � � � \�---. 4 SET ISSUE DATES �I > U DATE ISSUE W _ N ` 2018.10.12 BID SET o " 2019.03.08PERMIT SET— PRE TRUSTEES LL KS 1 �a 2019.05.15 PER SET-- TRUSTEES REV L K r � > 31 ,° s LV_3 = 5ET N a C CJ y �� H� 112" I 314„0 pC w0- S N � � , o 3'41, p r - -- I BT-1 e\ ' e -- i t \ --- 112"O pHR v) 3"O S ®0 LK-2 REVISIONS m :, rL.t>_1 NO. DATE DESCRIPTION - - Cb a �-L--LS 1� � -- o \ ` . 2"OS oLL 2°a S Igas ; PERMITTING l=E1'= 2 1/2"o S s N N U N O I w PLUMBING a rn c 1 ISOMETRIC Z ------MAIN] - Q '2 o U A 04 ul Q O O a o a LL N R U U 7/8/2019 2:18:55 PM ------- LO LO t 0 :E N LO 00 0) W N 0 Jo W < N 0 2-- W N cu O BIL 4— LL- - 0 0 Lo a) CO T- -'e Z CO 0 Cy) Z T— cy) < N BIL BL - ----- BIL 03 7 8-55 (132 B1 132) B3 OF t4 T Eti 12-12-2013 — — — — — — — — — — — (BA ------ ------ 'BA) 5' "ORTHFORK odl MECH. ________._. - MECH.; -_ __- RESIDENCE rn!phot6111- 20% tr6 4-Iphotoc 11 1 5250 VANSTON ROAD cd21 DIF1 BB 71CUTCHOGUE, NY, 11935 -J I=--� I ARCHITECT Lakeflato Architects, INC C) 331 Third Street San Antonio,TX,78205 (210)679-2327 CIVIL ENGINEER E DIF The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 ------------- (631)726-7600 C1 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 DF1 Tarrytown,NY 10591 (212)796-5087 'BC ------- C I --- (B -T STRUCTURAL ENGINEER L Benson Woodworking Company, Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 MIP ENGINEER Ripcord Engineering Inc, PO Box 4175 Portland,ME 04101 (207)835-4060 LIGHTING DESIGNER 13111 Byrdwaters DESIGN,lic 3939 Black Gold Dr Dallas,TX 75247 DF1 (214)460-2673 -------------- B D cd RX ON WALL BY F OWNER ----- ----------- - F PELOTON OWER RACK BIKE BY I BY OWNER OWNER --------- -- 131-12 BH2 BH2 cd10 BE1 cd5---- (.BE"-- �BEI WATER WATER KETTLE BELLS STORAGE SERVICE F- FOUNTAIN I L J CLOS. odl' BF� 2019.05.15 LIF PROD. NO. 17086 PROJI.ARCHITECT DE DRAWN BY: Author &F26 R 1 49' 6", r EXHAUST BC DF2' 91 6" SET ISSUE DATES -F cd8 DATE ISSUE 2018.10.12 131D SET to above 2019.01.11 DID REVISIONS -ES 2019.0,').081DLRMIT SET— PRE TRUST[ to below 2019.05.15PERMIT SET- TRUSTEES REV DF26 cd9 BG 'BG' REVISIONS F- NO. DATE DESCRIPTION 1 2019.06.20 Revision 1 PERMIT SET NN TRUE PROJECT TRUE PROJECT NORTH NORTH Lu E ELECTRICAL PLAN GARAGE BARN LEVEL 1 ELECTRICAL PLAN GARAGE BARN LEVEL 2 2 ELEC PLAN BARN 'r, SCALE: 114" V-0" SCALE: 1/4" 1'-0" L-6L LL 1 STAND 2ND FLOOR 6 0 ILL z -6 -6 E ca C r= 77 All tctd ;— 77 6/20/2019 11:50:07 AM AI�CNOT6aT� �NQ. LIGHTING U B U) C � _ - LO r�---- -- ---- -- O N00 MECH. MECH. ) i F- !' cd1 ® �' N O MECH. SLOPE t it M ° W N U C Q — -- -- - — ------ r from photocell ti X O - ---- --------------- ii ( X F- W r 0 ci photocell N m N O I LI" 4- CD M W = Z M _ LIGHT FIXTURE j I•' �� O M cd2 �— REF LIGHTING DF1 m o o r I I � ZN � CL MQN 3 \T • U Z Q N I CO SLCP ? j I --DF k F GARAGE ! I' I; f� i i a DF1 I 14 �I RESIDENTIAL LIGHTING SPECIFICATIONS I� ,I 1. Mark all locations of furniture as shown on drawings with string and tape for quick visual inspection and coordination with framing. Contact LD(lighting designer)when all LOFT l I u locations are marked for walkthrough of conflicts. I $ 2. Inform LD of any architectural dimension revisions not shown on these plans and la I coordinate resolution of exact location of fixtures. 3. No scaling of fixture locations allowed. Coordinate furniture based locations with ARCH WOOD T&G !! (architect)and LD. j VARIES 4. Coordinate the exact location of all control devices,including keypads,switches, I, dimmers and control panels during site walkthrough with LD. Walkthrough must be BH1 accomplished after framing and roof is on before any wire is installed. ; �3 5. All devices at the same location must have a single cover plate. Coordinate height of all --I ! Q DF1 !! devices with ARCH and LD. 6. All recessed fixtures must have the housing installed at the proper elevation to ensure that the bottom rim of the collar is flush withthe finished ceiling. Any deviation greater Q cd4 TRX ON WALL BY than 1/8"may result in correction at the lighting installer's expense. OWNER 7. Protect all fixtures and devices from paint intrusion. Provide proper covering even if manufacturers material is missing. Clean and remove any sheet rock dust from interior of I fixtures during trim out. 8. Aim all adjustable fixtures straight down until the lighting designer's aiming trip. —DF27 (` LIGHT FIXTURE 9. Provide manpower to aim all lights as directed by LD. EXERE TI G 10. Provide job foreman to be available to help aim and troubleshoot fixtures during nighttime PELOTON I WEIR RACK aiming. BIKE BY l BY OWNER 11. Refer to ARCH elevations for all wall mounted devices and lighting instruments. Confirm OWNER I! heights of sconces with LD. I LakelFlato Architects,INC 9 331 Third Street 12. Contact LD for prerock site inspection of all lighting locations and device wiring and WD T San Antonio,Tx,78205 locations. (210)679-2327 13. Mount all devices square and plumb. 14. No substitutions of lighting equipment allowed unless authorized by LD. BH2 BH2 BH2 Q Q cd10 15. Provide minimum#12AWG wiring for all lighting circuits. Wire must be oversized for long runs to prevent excessive voltage drop. 5%maximum voltage drop at any lighting cd5 BE1 The Raynor Group,P.E.&L.S.PLLC device. 860 Montauk Highway,P.O.Box 720 conflicts exist between systems,roti general contractor and ARCH forproper WATER _ __ water Mill,NY 11976 f 16. Lighting instruments take precedence over other trades for above ceiling space. Where i STORAGE--- cd11' - _._.___._ (631)726-7600 KETTLE BELLS Y notify 9 SERVICE FC UNTAIIN �-] resolution. 17. Refer to Architectural ceiling plan when reviewing the lighting RCP. ___ __ _ o i 18. Contractor to supply an attic stock of lamps to be handed over to the client totaling 10% L4, I cds ! _-- Margie Ruddick Landscape �.26 11 Neperan Road Unit 6 above the amount of EACH lamp type on the project. EXHAUST B� MECH STAIR Tarrytown,NY 10591 19. BIDDING ] I (212)796-5087 A. Distributor net pricing has been secured for all products specified and is used in the I DF2 of preliminary options of probable cost. A record of specific unit costs has I o TA preparation P ry P P P ] 1 cd8 0 WOOD T&G "' � WOOD T&G been shared confidentially with the owner to assist in the analysis of bid submittals. i BARN BA 17 _ i VAP.IES B. Contractor shall supply contractor net unit ricin for each lighting product supplied. VARIES PP Y pricing 9 9 P PP � § � Benson Woodworking Company,Inc. Unit pricing shall be for equipment only and not include installation or miscellaneous WD T G t abo e I 6 Blackjack Crossing electrical costs. The unit price supplied shall be guaranteed for the project and valid f B E Walpole,NH 03608 for additions and deletions of product throughout the duration of the project. D 11 to below (603)439-2016 C. Provide a bid for the specified equipment. In addition to the base bid for specified j DF p p cd9 ! product(s)listed on the Lighting Instrument Schedule(LIS),the contractor may supply - , �( deduct pricing for alternates. Bids for deduct alternates must include unit pricing and _ _,1' _ `------ �—e—_—_-----._------- -- ---- - -- � ---� Ripcord Engineering Inc. a deduct amount per fixture type. The base bid must include the specified products. PO Box 4175 Failure to do so will invalidate the lighting bid submittal and,at the discretion of the Portland,ME 04101 owner,may eliminate the contractor's bid from further consideration. (207)835-4060 Byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 3 LIGHTING CONTROL PLAN - 1 ST FLOOR - BARN 2 LIGHTING CONTROL PLAN - 2ND FLOOR - BARN SCALE: 1/4"=1'-0" LIGHTING & CONTROLS LEGEND •> RECESSED ADJUSTABLEACCENT O> RECESSED LENSED WALLWASHER • RECESSED FIXED DOWNLIGIT 77 777— 77777 7"" SURFACE MOUNTED LINEAE LED STRIP • LINEAR LIGHTING(VERTICAL) ! WNET p v r :, � BEs: J '� 2019.05.15 LIF J.NO. o SURFACE MOUNT FLUORESCENT OR LED l ., . .. D .13 .. DF13 li i) PROJ.ARCHITECT DE DRAWN BY: RECESSED FLUORESCENT OR LED . D .13 DF14 E13 Pell FO CLOCK RECEPTACLE !i. > STAKE OR TRACK MOUNTED FIXTURE Q o cd39 , . . . ,. ! � _ • SET I( ISSUE DATES PENDANTORCHANDELIER 201 10 12 p'.. •. �• i � •' cd40 Q � � - _ � ) MEDIA ROOM.:' UA I E ISSUE BID SET WALL SCONCE ? : ' : " , DF15. : 2019.01.11 BID REVISIONS I I, ry.. .I i 2019.03.08PERMIT SET- PRE TRUST 1 2019.05.15PERMIT SET- TRUSTEES ® FLOORIGROUND MOUNTED UPLIGHT £, STO III C WALL MOUNTED STEPLIGHT II ❑ o EXISTING FIXTURES TOBEPELAMPED MECH. EXHAUSTILIGHTCOMBINATION DOOR JAMB SWITCH ' : 1 UNDRY CCC WINE a0 WALL SWITCH BH4 i REVISIONS cd 1 d to abov KEYPAD NO. DATE DESCRIPTIC I 0 0 cd4� PLUG-IN DIMMING MODULE t , cd42 0 Q Q ALL SYMBOLS MAY NOT BE USED ... . 1 :DF11: OF11' bF11. DF11 PERMIT SET MAIN HOUSE BASEMENT & BA LIGHTING CONTROL PLAN - MAIN HOUSE BASEMENT LIGHTING SCALE: 1/4"=l'-0" CONTROL PLAN E a iz m m LL d U �