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'4v"" I D��lf�t�ly Town of Southold 9/26/2023 ►4`0 oy� a P.O.Box 1179 o .� 53095 Main Rd oy�j0 ao� � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44602 Date: 9/26/2023 THIS CERTIFIES that the building ACCESSORY Location of Property: 4735 Cox Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-2-10.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2020 pursuant to which Building Permit No. 48625 dated 12/19/2022 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory agricultural processing building as applied for. The certificate is issued to LIV2MAX LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-21-0102 9/27/2022 ELECTRICAL CERTIFICATE NO. 48625 9/25/2023 PLUMBERS CERTIFICATION DATED 8/30/2023 /JZdN Plu bi g&Hea ' g th ized i nature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • NF1 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#: 48625 Date: 12/19/2022 Permission is hereby granted to: LIV2MAX LLC C/O Carol Festa PO BOX 792 Mattituck, NY 11952 To: construct an accessory agricultural processing building as applied for. Replaces BP #45543. _1-30-2023_AMEND Permit; for processing building as per plan, with SCHD approval, owner & architect agricultural use affidavit. At premises located at: 4735 Cox Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 96.-2-10.1 Pursuant to application dated 11/16/2020 and approved by the Building Inspector. To expire on 6/19/2024. Fees: PERMIT RENEWAL $162.50 Total: $162.50 Building Inspector l oSUFfoI c TOWN OF SOUTHOLD �o� k gay BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o • �' 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#: 48625 Date: 12/19/2022 Permission is hereby granted to: LIV2MAX LLC C/O Carol Festa PO BOX 792 Mattituck, NY 11952 To: construct an accessory agricultural processing building as applied for. Replaces BP 45543. At premises located at: 4735 Cox Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 96.-2-10.1 Pursuant to application dated 11/16/2020 and approved by the Building Inspector. To expire on 6/19/2024. Fees: PERMIT RENEWAL $162.50 Total: $162.50 Building Inspector �o�SUFF KEG TOWN OF SOUTHOLD � BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o • SOUTHOLD, NY o ,s 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#: 45543 Date: 12/7/2020 Permission is hereby granted to: LIV2MAX LLC C/O Carol Festa PO BOX 792 Mattituck, NY 11952 To: construct an accessory agricultural processing building as applied for. At premises located at: 4735 Cox Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 96.-2-10.1 Pursuant to application dated 11/16/2020 and approved by the Building Inspector. To expire on 6/8/2022. Fees: FARM BUILDING-NEW $150.00 CO-A UILDING $50.00 otal: $200.00 Building Inspector hO��pf SO!/j�o! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Jamesh southoldtownny.gov Southold,NY 11971-0959 Q�yCOUNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: LVI2MAX Address: 4735 Cox Lane city:Mattituck st: New York zip: 11935 Building Permit#: 48625 section: 96 Block: 2 Lot: 10.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Raymond Electric Con. Electrician: Raymond Daly License No: 5141-ME SITE DETAILS Office Use Only Residential Indoor x Basement Service Commerical x Outdoor x 1st Floor Pool New x Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 14 Bath Exhaust Fan Service 3 ph Hot Water x GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 80am A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 1 Switches 6 4'LED Exit Fixtures 2 Sump Pump Other Equipment: 1 tankless hot water heater, 1 30amp 240v outlet,1 20amp 240v single outlet,1 phase Notes: AG BUILDING Inspector Signature: Date: September 25, 2023 4735 cox In Town Katt Annex Telephone(631)765-1802 54375 Main RoadPax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 R DIV 1� I ' BUILDING DEPARTMENT SEP 6 X123 TOWN OF SOUTHOLD C�E.R I Y.l<'I C.A T..1 O N `a Date: Building Permit No.. a.� Owner: X '4 ti 0 K {Please print} •7 � Co 1, Plumber:. \! G°�.._ � ...:/��L oc - Z4., (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumb Signature) .Sworn to before me this -?0 Z-°C' •e day of /7ucvs' 20.-L— Notary Public,.. C`aunly JOHN A.MAKI - Notary Public-State of New York No.01 MA6164838 Oualified in Suffolk County My Commission Exp.04/30/2027 Of SOpIyO� � J� � � � � ✓5 �" � !�/ # TOWN OF SOUTHOLD BUILDING DEPT. °`�ronrm ' 765-1802 INSPECTION [ , ] FOUNDATION 1ST [ ] ROUGH PL13G. [_ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 'cn DATE INSPECTOR v ��I/�✓ # # TOWN OF SOUTHOLD BUILDING DEPT. couHne 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 6p*"'`- [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( U n-7, cs� r DATE INSPECTOR -- hO�aOF SOUIyO� L4U G Z g 7 3 5 &,o/- w-. # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 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) [XJ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: N"& - i e &MaA -fir back. -rt. CA- DATE "o� INSPECTOR i� i JUN 1 .3 2023 June 12, 2023 Town of Southold NEMSCHICK SILVERMAN ARCHITECTS P.C. Building Department the business of ARCHITECTURE." 54375 NY-25, Southold, NY 11971 Re: 8 Hands Farm Cutchogue, New York NSA Project#20-2075 Building Permit No.: 48625 To Whom It May Concern, Regarding the above referenced building permit, I hereby certify that I am a licensed architect in the State of New York. To the best of my knowledge, information and belief, construction including: • Footings • Foundation • Framing • Strapping • Plumbing • Insulation Is in general conformance to the plans and specifications and, in my opinion, is in compliance with applicable laws, codes and.ordinances. Should you require further information, please contact our office at any time. Sincerely, NEMSCHICK SILVERMAN ARCHITECTS P.C. Ray Nemschick, AIA NCARB Principal C-D 1yp\VPI..IVS No.G4^:C0 I N- cc: 160 MAIN STREET @ SUITE 200 •SAYVILLE, NEW YORK 11782 •631 563 2130 telephone•631 563 2139 facsimile•www.nsarchitects.com Raw RAWO i Jov s r 1 {r� i Y OR �`` ES r CIRC�MSN ARE Uo ' LISAN6HO ®L IN ��� S�AE MUSTBI BE IN 00 SOL LI uSTB NN DRY CHEMICAL FIRE EXTINGk11SHER '�`i KGx KOC CLASSIFICATION 2-A:10-B:C seot�� TESTED TO ANSIIUL 299 * CANrULC-5504 ATELY AFTEF ANY AND ANSI/UL 7114 CAN/ULC-5508 EXTINGUISHER .MARINE TYPE USCG TYPE ED WITH 5 LB �HEMICAkpAND Y VALID ONLY WITH BRACKET 8APPROVAL NO. 88, 82164 kT019�pSI(134� ) OR 861Ii rqEX DISTRIBUTOR E W,m SERVICE NO- H-qu 80768 �p vAINTAINED, AND go]�[R 1hE OWNER'S MANUAL OC THE NATIONAL FIRE 2� � STANDARD NO. 10, RS' EUTELY CLEAN ALL RMI ti I,, XVICAL TO AVOID 5 LB (2.27 KG) MULTI-PURPOSE DRY CHEMICAL (AMMONIUM PHOSPHATE BASE) FUSE SUITABLE FOR USE AT TEMPERATURES ICA I HMiS 1-4-0 FROM -650 F TO 1200 F (-54° C TO 49°C) l IM PHOSPHATE, MEETS DOTREOUIREMENTS DUST, IRRITANT/ PF"ESSURE TESTED ' ' ' a E AM:REX MODEL UK L35'73 0496 8500 CA lf-f+lnrre� ■►ir. a r.nrr ane rn IAI TWC: 1 I �' A, 0 UJ M M N FIELD INSPECTIONREPORT DATE COMMENTS FOUNDATION(1ST) y LJA -------------------------------------- FOUNDATION(2ND) z 0 ROUGH FRAMING& PLUMBING D INSULATION PER N.Y. STATE ENERGY CODE AV YQi' 4 v� P.d FINAL. V1, IV -AV IV 61 IT ONAL COMMENTS. z �1a93 30 I , ) II /n� I - ,RoL - 3o-g 3 a mend op-jiAi p bu-i lo U r o a 94'&U U► 1 l a Ae-14 .a ,e L -� V I z . y b y. i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802" Planning Board approval FAX: (631) 765-9502 Survey South oldtown ny.gov PERMIT NO.; . , Check 'Septic Form N.Y.S.D.E.C. T�stees C:O) pplication 'Flood, e it Examined ,20 Singles,,, ate. Truss Idti2,?Mtign Form Sto;1=Water-,;99sment Form i Contact: . i Approved ,20 3Y41 to:Charles R.cuddy 3 Disapproved a/c 445 GrilMg Ave,Fttverhead,NY yssai Phone:431-36"200 , Expiration ,20 Building Inspector f APPLICATION FOR BUILDING PERMIT Date .2 / O'] , 20 is I INSTRUCTIONS a.This application MUST-be completely filled in by typewriter or in ink and submitted to the BuildingInspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. 1 b.Plot plan showing location of lot and of buildings on premises,relationship.to adjoining premises.or-public streets or areas, and waterways. 1 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 8LiildirigInspector issues a Certificate of Occupancy. f.Every building permit shall expire if the.work.authorized has,not commenced:.vvithin.12 months after the'date of. i 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;ofthe,permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to,the,:Building Department,for,thefissuance of a Building Permit.pursuant to.the Building Zone Ordinance of the;Town of Southold;Suffolk County;New York,,and,other,p ab Ordinances..or Regulations,for the construction of buildings, additions,or alterations,or,f%removal ordemolition as,herein described.The applicantagrees to comply with all applicable laws,ordinances,building code,.housing,code,,and regulation's.,and-to admit ; authorized inspectors on premises and in building for necessary inspections.` i (Signature'ofapplicrant or nameif co afon) e ailin "addressof laant � ` } a,gppi` ) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Liv2Max LLC Name of owner of premises game as applicant ,(As on the tax roll or latest deed) j If applicant is a corporation, signature of duly authorized officer z. (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No: Other Trade's License No. 1. Location of land on which proposed work will be done: 4735 Cox Lane Cutchogue House Number Street ITamlet 1 s t?.2 County Tax.Map No.,1000 Section 96 '„�`{ ,BI"ocka2' ?f Lot l ,. R , Subdivision Filed Map No. Lot' 2. State existing use and occupancy.of premises and intended use and occupancy of proposed construction: a. Existing"use and occupancy farm stand b. Intended use and occupancy food truck withtables-and chairs at-farm stand 3. Nature of work(check which:"applicable):New Building �AdditionX Alteration Repair Removal, Demolition Other Work (Description) 4. Estimated Cost== Fee (To be paid on filing this application) 5. If dwelling,number:of dwellingrunits Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. tan"use;food tnrck,at farm stand 7. Dimensions of existih.g,structures, if any:Front.. Rear Depth Height Number of Stories Dimensions of same structure with alterations.-or additions: Front same Rear Depth Height Number of Stories food truck With tables�and chalni at farm stand 8. Dimensions of.entire new construction: F'r`ont=. ;, :{:_ 'r Rear Depth Height Number of Stories 9. Size of lot: Front Rear .Depth 10.Date of Purchase Name of Former Owner ' 11. Zone or use district in which premises are situated' AC' 12. Does proposed coxistruction violate any zoning law, ordinance or regulation?;YES ' NO x the of site tm resulted to Town Code vacation 13. Will"lot be re-graded?YES . NO.X . :Will excess fill.be,removed.from premises?YES , ., NO 14.Names of.Owner,of premises.WY-WR 4C;L,:. Address: Phone No. , Name of Architect ;,Address. Phone-No Name of Contractor, r :Address,, Phone No. ,- 15 o. .15 a. Is'this property within "100 feet of'a tidal wetland'or A,freshwater wetland?'*YES NO X * IF YES, S'OUTHOtD TOWN TRUSTEES&D.E'.C.PERNIIT�S'MAY BE'REQUIRED. b. Is this property within 300'feet"of a tidal:wetlarid-?.*`YES NO X * IF YES,D.E.C. PERMITS MAY BE REQUIRED:'; 16-.,,Provide survey,to scale,with•.accurate.foundation plan and distances to property lines. �ite'iriap provided�� _ , . 17. If elevation'-at-any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any:covenants.and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF suPFW ) Charles P,Cuddy beiiig'duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and:;file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that.the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1 day of 6-Y Vz, 2Q 1 q . Notary Public Signature of Applican7 / 0•i KJ6088.38F Quali;iiA in Suffolk 0'ounty t Commiss!on expires March 0�0�{fFOtK�OG TOWN OF SOUTHOLD—BUILDING DEPARTMENT >� y� Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Vf 2 �y�ol Baa Telephone (631) 765-1802 Fax(631)765-9502 hiips://www.southoldtownny.gov f Date Received APPLICATION FOR BUILDING PERMIT For Office se Only PERMITNO. Buildin ecto . j NOV 1 6 �nq0 Applications and forms must be filled out in their entirety. Incomplete _ applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 11/12/2020 OWNER(S)OF PROPERTY: Name: l' �N. SCTM#1000-96-2-10.1 CI-AWY, L.C,G Physical Address:4735 COX LANE, CUTCHOGUE, NY 11935 Phone#: Email: Mailing Address: 4ff:fJq—F-- vlgvj CONTACT PERSON: Name:RAY NEMSCHICK AIA Mailing Address:160 MAIN STREET, SAYVILLE, NY 11782 Phone#:631-563-2130 x11 Email:R.NEMSCHICK@NSARCHITECTS.COM DESIGN PROFESSIONAL INFORMATION: Name:RAY NEMSCHICK, AIA Mailing Address: 160 MAIN STREET, SAYVILLE, NY 11782 Phone#: 631-563-2130 x11 Email: R.NEMSCHICK@NSARCHITECTS.COM CONTRACTOR INFORMATION: Name: Mailing Address: - Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION *ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑YesXNo Will excess fill be removed from premises? ❑Yes XNO 1 1 ROPERTY INFOR ATM M O Existing use of property: I Intended use of property: vv CH n 6C Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes Q'No IF YES, PROVIDE A COPY. Ac7R1c(jt.T-U,qAL' CWS�I°VAOMCA-0 ' _ ��__._._..,-__.._ .. _ wnen nt cto d i n' t s .' ;, >- •=, :,• .'B ,_R`eadin �,.;rhe'o:,,,...,. i rial'is`res onsible'f .,.,..Y._r..•_:-., .' :Chet_,. ,ox After.... .. ._ co„ra_„r/.es.g; p ,.. .".,,..g_ r. p � v - k g. . • _ r /, ofe s o •„ p:;_•,;,�or al a e d•s ro d b _ 1 drain an fanii wate�issues as wde .Chapter 236 of,ttie Town Code APPLICATION IS-HEREBy 11liADE to.the Budding Department for the,issruance•of.a8uilding permitpursuant=to'the Buildin"g Zone;,' Ocdmance of the Town of SoutFiold,Suffolk;;County New:York a'rid"other,applicatile.Laws Ordinances or Regulation"s, or-tf_e construction;ofbuiidings, Tadditions,;alte�ations'or:for removal br:demolition as herein described=The applicant agrees to;cainply with•all applicable laws;,ordmances,bwlding;code; housing toile and regulations and'.to admit authorised inspectors on premises and m budding(s)for necessary in'spec4ions."False statements"made:herein ase. p Alshatile as a Class A misdemeanor pursu@nt.to 5ectien 210;45-of the-New yolk State pe ilii:aw Application Submitted By(print name):;�-f Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF d ) being duly sworn,deposes and says that(s)he is the applicant (Name ck ind`ivid6af signing contract)above named, (S)he is the M (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _4_day of A&V116mv- .240 LAWRENCE E.SILVERMAN Not u lit Notary.Public,State of New York Reg.No.01 S14977025 Qtsionedm SuffolesJakCounty PROPERTY OWNER AUTHORIZATION_ Commission Expires January22, (Where the applicant is not the owner) I, CCl vU 'Fe sk-_ residing at Al;Zv +AA2_R 0r_-- V.�E�uu A-U f ' 0 do hereby uthorize to apply on my be o the Town ofSouthold Building Department for approval as described herein. 71 4, ► � I « f z � wner's Signature I Date Print Owner's Name 2 DDEPARTIVIENT JUL —q JLDI - Electricallnspector y TOWN OF SOUTHOLD z: TJ� uv� i.Annex - 54375 Main Road - PO Box 1179 tx�. uthold, New York 11971-0959 TIC. .- O Telephone (631) 765-1802 - FAX (631) 765-9502 O� rogerr(c�southoldtownny.aov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: Company Name: Name: el�-iWVI-D 'Owe- License No.: email: j2igy/r10�/D1=car ^CG�Grw�r�zz.L'a Phone NoZ3/- ft'-S-23)" request an email copy of Certificate of Compliance � � �Address.: , � WJfr� JOB SITE INFORMATION (All Information Required) Name: Address: G/7,3 Cross Street: Phone No.: 516 _ ro�G'_ ��- Bldg.Permit#: 41;16-*�6 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready,for inspection?: AYES ❑NO Rough In ❑Final Do you need a Temp Certificate?: DYES �10 Issued On Temp Information: (All information required)) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 02 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION c� q a�3 Electrical Inspection Form 2020.xlsx Zf 61 Iv J �FFOC � ULD1 DEPARTMENT- Electrical Inspector JUL -� p TOWN OFSOUTHOLD C= = TTJQv��k Annex - 54375 Main Road - PO Box 1179 � puthold, New York 11971-0959 y�oo� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cbsoutholdtownny.4ov — seandCcbsoutholdtownny qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN, INFORMATION (All Information Required) Date: Company Name: Name: 1Zei/*V1-Q 0,7e- License , e License No.: email: jZ11cll t; 17 Phone No:(�3/--JbC ---73 j' request an email copy of Certificate of Compliance Address.: /ZED GWem '4 AV� 14 JOB SITE INFORMATION (All Information Required) Name: Address: G1%� jr GO k G19 G Cross Street: d�Zj Phone No.: Bldg.Permit#: email:. Tax Map District: 1000 Section: Block: ' Lot:, BRIEF DESCRIPTION OF WORK (Please Print Clearly) 4 42 Check All That Apply: Is job ready for inspection?: MYES ONO Rough In OFinal Do you need a Temp Certificate?: DYES [ IN Issued On Temp Information: (All information required)) Service Size 01 Ph O3 Ph Size: A # Meters Old Meter# ❑New Service 1-1 Service Reconnect [-] Underground [--]Overhead # Underground Laterals 01 O2 OH Frame ❑Pole Work done on Service? OY ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx Z� 666 11' 111 � h I I PERMIT# Address: Switches -�-E-1- Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer ,A AC '+ 35AMP k6LK AH Mini Special: J ,[ Comments T�1�1\ l�s� AP/ W Q�er healer er 1a�+ 07A- a 13 � hr Z 1 ou AW otj Sao V 6p ( u5e BOARD MEMBERS 0�SOU Southold Town Hall Leslie Kanes Weisman,Chairperson O�� jy0! 53095 Main Road•P.O.Box 1179 ti O Southold,NY 11971-0959 > AL Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Homing O • _Aa 54375 Main Road(at Youngs Avenue) Ken Schneider l�CU� ��` SouthoId,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 MAR 2 8 2013 FINDINGS,DELIBERATIONS.AND DETERAMAT fOil f MEETING OF MARCH 21,2013 ZBA FILE: 6625 - NAME OF APPLICANT:Harbor View Farm,LLC,d/b/a 8 Hands PROPERTY LOCATION:5000 Cox Lane,Cutchogde,NY.SCTM#1000-96-2-10.1 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 II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 20, 2013 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject property is located in the AC zone and is improved with a two story dwelling with attached deck,accessory garage,two accessory sheds and a barn. It contains 25.7 acres of land labeled development rights easement and 80,000 sq.ft. of land labeled reserved area.The reserved area contains all the current improvements. It has 764.38 feet of frontage on Cox's Lane, 1,066.26 feet along the western property line, 1,301.46 feet along the southern property line, 529.80 feet along the eastern property line, then the property jogs with 562.18 feet along the northern property line and then 616.16 feet along the eastern property line to form an "L"shaped parcel. As shown on the survey prepared by Peconic Surveyors,P.C.,John T.Metzger,LLS,dated January 10,2007,certifications added January 26,2007. BASIS OF APPLICATION: Request for Variance from Chapter 72, Article II, 72-5 (B), 72-6 (1 & 3) and the Building Inspector's October 17,2012,updated January 8,2013 Notice of Disapproval based on an application for building permit to convert a portion of an existing barn to a farm stand,at; 1)less than the code required setback of 50 feet from the road,2)the criteria of bona fide agricultural production has not been shown. RELIEF REQUESTED: The applicant requests variances to convert a portion of the existing barn to a farm stand with the existing front yard setback of 17 feet from Cox's Lane, where the code requires a permanent farm stand structure be set back at-least 50 feet from the road.Additionally,it was determined by the Building Department that the applicant did not show that they meet the criteria of bona fide agricultural production. ADDITIONAL INFORMATION: The Zoning Board requested comments from the Planning Board. In a memo dated January 29, 2013,the Planning Board stated that it supports the granting of the variance applied for because the proposal is consistent with the Town's Comprehensive Plan goal of supporting and maintaining agriculture Page 2 of 3—March 21.2013 ZBA File#6625—Harbor View Farm,LLC SCTM:1000-70-13-20 7 which the applicant will be furthering by proposing to converting an existing agricultural building to a new agricultural use. Additionally, the Zoning Board received a copy of a letter to the applicanttland owner dated February 7,2013 from the Land Preservation Committee approving the applicant's request to construct a new 60 ft. x 120 ft.Morton barn building in the Town's preserved easement area to house farm animals interconnected to the farm stand use. During the public hearing the adjacent landowner voiced concerns about potential traffic impacts of the proposed farm stand and access by the public to the property. These concerns were addressed to the neighbor's satisfaction at the hearing.Another neighbor spoke in favor of the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 7,2013 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: I. The operation provided sufficient evidence to the Board to illustrate that the farm is bona fide agricultural production The threshold issue before the Board is whether this operation qualifies as "bona fide agricultural production" within the context of Chapter 72 "Agricultural Uses" of the Town Code. At the public hearing the applicants testified that they have already planted the subject property in forage which would yield$40,000+/-in hay sales; their current flock of sheep is valued at$22,000 and that once lambing has occurred this Spring up to an additional 10 sheep (total 70) will add a value of$41,000. Moreover, sales from wool are expected to yield$10,000. They also plan to plant about 2 acres on their residual property in vegetables for farm stand sales,and eventually sell their own cheese products as well as wool and yarn. A records search has found that the previous owner of the subject parcel received an agricultural assessment from the Town in 2008, verifying that the land had been in agricultural production for more than 2 years prior to transfer to the applicant. II.Area Variance for the Farm Stand 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 properties along Cox Lane are primarily in agricultural use, some improved with farm houses similar to the applicant's parcel. The subject parcel and barn have historically been used for agriculture. The applicant is currently operating a sheep farm on another property and plans to move to the subject property with their herd.The proposed farm stand will operate in a portion of a barn that already exists and there is ample room for safe parking in an area off the road adjacent to the barn. 2. Town Law 4267-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 farm stand is proposed in a portion of an existing barn.,To expect the applicant to construct a farm stand in a conforming location would be a financial hardship and would eliminate additional land that is proposed for harvest. 3. Town Law 5267-b(3)(b)(3). The variance for the front yard setback granted herein is mathematically substantial, representing 66% relief from the code. However, the barn has been existing in the current- location since prior to zoning without any detriment to the area and has a Pre-CO dated January 8, 1992. 4. Town Law 5267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood.The t- Page 3 of 3—March 21,2013 ZBA FileN6625—Harbor View Farm,LLC SCTM: 1000-70-13-20 7 applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The off street parking area is proposed of permeable material. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created. The barn in which the proposed farm stand is to be located has been in its current location since prior to zoning. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a farm stand while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Goehringer,and duly carried,to GRANT, the variances as applied for, and shown on the survey prepared by Peconic Surveyors, P.C., John T. Metzger, LLS, dated January 10, 2007, certifications added January 26, 2007, and the three page hand drawn building plans date stamped by the Zoning Board on January 9,2013. 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 building permit,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 subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minima in nature for an alteration that does not increase the degree of nonconformity Vote ofthe Board Ayes.Members.Weisman(Chairperson),Goehringer,Horning,Schneider. This Resolution was duly adopted(4-0). Leslie Kanes Weisman,Chairperson Approved for filing ? /d6 /2013 RECEIVED ,IAN 92013 BOARD OF APPEALS I a, - - FINAL MAP N REVIEWED BY ZBA SEE DECISION # &(, DATED 3 / a, a� 0 0 \ Al I {� 2�Ta�v Si►.�.,�S - �1G =F±�� I I 1 bIAILING ADDRESS: PLANNING BOARD MEMBERS O�so P.O.Box 1179 DONALD J.WMCENSKI tio�� y�fO Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS 4 Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES K.RICH III (cor.Main Rd.&Youngs Ave.) MARTIN H.SIDORcoo '`` Southold,NY Il i' P Telephone:631765-1938 Fax:631765-3136 PLANNING BOARD OFFICE TOWN OF"SOUTHOLD April 9, 2013 Mr. Thomas Geppel 450 Harbor View Avenue Mattituck, NY 11952 Re: Approval -Proposed Site Plan for 8 Hands Farm 4735 Cox Lane, ±550's/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-2-10.2 Dear Mr. Geppel: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 8, 2013: WHEREAS, this site plan is for the proposed construction of a 60' x 120' (7,200 s.f.) metal barn on a 25.69 acre Town of Southold Development Rights parcel and the conversion of an existing 4,200 s.f. barn to a farm stand on the adjacent 1.84 acre reserved parcel that includes a two-story dwelling in the A-C Zone, Cutchogue; and WHEREAS, on January 16, 2013,Thomas Geppel, owner, submitted an application for site plan review; and WHEREAS, on February 7, 2013, the Southold Town Land Preservation Committee reviewed the above-referenced application for a 60'x 120' Morton-style building to be located within the area of the property subject to a Town Development Rights Easement. The recorded easement for this property allows land within the easement to be used for the purpose of agricultural production, and as such, the application was approved as follows: (1) construction of a 60'x 120' Morton-style building to be located within the easement area, approximately 200'from Cox's Lane, as shown on the sketch submitted January 8, 2013; (2) building use is for animal housing, storage of hay and agricultural equipment and; (3) installation of two (2) 10'x 10' drywells with 8'6" effective depth in area sketched on survey; and WHEREAS, on February 11, 2013, the Planning Board formally accepted the agricultural application for review with revisions; and 8 Hands Farm Page Two April 9, 2013 WHEREAS, on February 14, 2013, the applicant submitted the required revisions to the site plan; and WHEREAS, on February 15, 2013, the Planning Board, pursuant to Southold Town Code§280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review(SEQR)6 NYCRR, Part 617.5(c) (3), has determined that the proposed action is a Type 11 Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (3) 'agricultural farm management practices, including construction, maintenanceand repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming"and, therefore, not subject to SEQRA review; and WHEREAS, on February 27, 2013, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on February 27, 2013, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on March 8, 2013, the Southold Town Architectural Review Committee reviewed the application, provided comments, and the plans were revised to the satisfaction of the Planning Board; and WHEREAS, on March 18, 2013, a public hearing was held and closed; and WHEREAS, on March 20, 2013, the Southold Town Engineer reviewed the application, provided comments, and the plans were revised to the satisfaction of the Planning Board; and WHEREAS, on March 21, 2013, the Southold Town Zoning Board of Appeals reviewed the application and request for variances, whereby granting the variances as applied for with no conditions in conjunction with the site plan dated January 10, 2007, prepared by Thomas Geppel; and WHEREAS, on March 25, 2013, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on March 26, 2013, the Suffolk County Planning Commission deemed the site plan application a matter for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on April 8, 2013, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the A-C Zoning District; and 8 Hands Farm Page Three April 9, 2013 WHEREAS, on April 8, 2013, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280—Site Plan Approval of the Town of Southold, have been met;therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "8 Hands Farm", hand-illustrated on a survey for SCTM#1000-96.-2-10.2 dated January 10, 2007, last revised January 26, 2007, stamped received in the Planning Department on February 14, 2013 and authorizes the Chairman to endorse the site plan including the following eleven (11) pages: 1. Page 1: General Site Plan, stamped received February 14, 2013 2. Page 2: Detailed Plan of Farm Stand and Parking, stamped received March 27, 2013 3. Page 3: Renderings of Farm Stand, stamped received January 16, 2013 4. Page 4: Floor Plan for Farm Stand, stamped received January 16, 2013 5. Page 5: Floor Plan for 60'x 120' Barn, stamped received January 16, 2013 6. Page 6: Building Elevations from Southwest for 60'x 120' Barn, stamped received January 16, 2013 7. Page 7: Building Elevations from Northeast for 60'x 120' Barn, stamped received January 16, 2013 8. Page 8: Sign Light Fixture Cut Sheet 9. Page 9: Sign Light Fixture Photometric Data 10.Page 10: Wall Mount Fixture Cut Sheet 11.Page 11:Wall Mount Fixture Photometric Data Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 1 i 8 Hands Farm Page Four April 9, 2013 5. Any changes from the Approved Site Pian shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J.Censki Chairman Encl. cc: Building Dept.wlmap Town Engineer w/map HMDILAPPED PARKINS 516N w s.RfAtE HArDts k421@1 } b ` R AI 2i'U 300 FET OF Piror'HtiYIRE ABANDONMENT BT'REMOVAL: PAVEF@NT SEOTION MINIM.M MGKNESS) __-,_._'ASFltaLT CaCFE:E tti£A. - M o NO PAWING RESERVED yc --------- - -- T�r�TT,r FXISTC6 SYSrB-L TO BE ABAwaE9 BY RDtlVINS ASPHALT CONCRETEASP,uLi CAze �/" O J: n PARKING 4'2 w e s H TAN 6D F aF ALL R:x KV 5EE WASTES BY A UCDS YEAWN6 COURSE 1112, /1A-p PRGPERtt U,E N m MIXER WW 6 RE ENTIRE sTRIL1LTSi5J. .., , 71.!;;!:li.`�.T.7,c<'::�?v-;:.^.�/ V • L../ � y N'�t BALKFOlINS pTl`JJIrABLAMJ GRAVEL AS T CONCRETE (rz' TaY aEs BA',E- s CdwAGTa,nTNOAav macT E SAND W S y i' 517E M1 , `r NUEwALANmFnaPEwreo PAenns. sror EB08ASE 4 ="=�'�l:Tyi, dh'N,pXQfl E W ��i ''' c_ v uocnnaM L"19M DC� �O H.G. PARKING AREA 800-272-44601811 TEST HOLE < g T PAVEMENT 5EGTION BY:WDONALD 6EO5GIENLE ww.,�grcmya..mm ^+, � 6 P4-6 NOT TO 51-ALE BOX 1000 50U1FIOLD,N.Y.11971 @6 9'-0' 6'-0• 8'-0' H'-0' ` ,• DATE:)AUG.18,2014 0or"ome�r stat•sl v �' aw (SEE SITE PLAN FOR LOCATIOIU „•, . ,n HANDICAPPED Fes\ '��// EL 42D' 7i=LEVEL 0' By law.a.mvamrs ane maaaearswoM1'v,g m TYPICAL PARKING DEPARKING SIGN PALE BROWN SILT / \`,(//' _ `'4 �•`•�• NOT TO SCAIE NmTTO SCe,c YY- five bareugbsof New YohCMa:M Nas+aa ane s'a _ $ (� "` DSNeLICoun]t4 Oo Ilnatleas148 Murs ,• �r'^e -.. •,..\ IC ��pp �G EL-395' 25'BB-0'H GRADE but no more man 10 work4g tlaya(e.Guding '�, /.;... gs 3 _ Si NOTE:LINES OF DELINEATION BROWN FINIETO wvekenesanemgalNorea»NPmrbbe *. e 5ANITARY YIELD CALCULATION: amensu�remaee rigging ores,���nw=Mm MED.SAND(SP1 uneergmueII.- GROUNDWATER ere GROUNDWATER HANASEMENT ZONE:IV / / SHOWN HEREIN ARE USED FOR E......ne matraamrs ran also wbmi: \ - /( - R R R m ata mq-"r".mmagb me.If Wmt / ss \ TAX PURPOSES ONLY - :-Uy- a autao 524-raw s a g - ALLOWABLE fl.0H FOR SITE=600 GPD/FGRE(BSLIL WAITER) PAWNS, SAW�^� 6o px LOGATI ON MAP: o A,I nkU F A OW A7tTl51ttl BA5(37 ON ADJSTED LDR AREA w 9dtFAGE NtArEFS MING) VAN JVEPT,6 ATA 22 EL 19D' 23D'880W GRADE mr marc inmmueon - TOTAL SNE AREA= 275302 PG.01991155 SFJ 5m�r FRaPettt Sof w W4rARY 5Y5TFT5 HRCN NO GROUNDWATER ENCOUNTERED a NOT TO SCALE "� .(� Xb FET OF PROPHt1Y LCE For salary reasons.twmeawnersarc sta,SNy DEVELOPMENT R6NT5 BASEMENT AREA=258936 AG 0119]131 SFJ / 'yam ncouagee to can asweowfim vlaen�ngany PROPOSED PARTIAL 51 TE PLAN: w Wq,5 pTP.N Ism Fr of PROP.HANDICAPPED P L.fi SP. .`y .y. rype of egging on me'v Popeey.724 o.ars DEVB-ORBti RIGHTS INTACT AREA• 184 AL.(BOON SFJ PRmPDttt LIRE / ASPHALT )RED E IN HL.PARKING -�{'& FRDPOSH7 I'O WATER SERVICE nn mnlaa m a�rccey It].11 2<em ar q SITUATE AT: AREA RECTO BE og b F me mlorul on bemm yw4. TONNCUTCHOGUES ADJUSTED LOT AREA=TOTAL SITE AREA-DEV.RIGHT FJv4BffiNT AREA HL.SIGN TO BE NMLVM®ON BUILDING {-y PROPOSED I'0 .S A numbor.For exravason work mmdeNed an TOWN OF SOUTHOLD 184 AC-(50000 SFJ=715302 PL 0199165 SFJ-256936 AC.01N1E2 SFJ / SEE DETAILS,THIS DHS `t0 HOT BOX ON PL.SLA9 cemonal OroceM.¢is me mntranmra SUFFOLK COUNTY,KEN YORK ADJUSTED LOT AREA=184 AL.(OE'ELOPB'B4T RIGHTS INTPLT) ,y¢' razponvbiGty-NOT me honernmeh-m cwvact Sr-TM NO..1000-96-02-10.1 1 102 J �}j PROPOSED i'C�INT OF&OHNELnON DigNeL Having t+ElR/Gma marl¢tl priarb 600 EFb/ACRE x 186 PL.(SLTM IOQ7-06-2-1011=IM GPD ALLOY® / �' _ BETWIaN NEW WATER MAIN AND a�ggiog is tree olwrge. ZONING DISTRICT.'AC'AGRICULTURAL CON55WATION PROPOSED V TAP(BY SO" CURRENT USE:FARM s s? PROPOSED t'ETH2 PT PROPOS®USE:N.C. USE MLDINGS'A','C',b'AND£TO ESTABLISH DESItt,NOTE)NAT BLDG 8'15 ON .11� ' II _ sya, PARKING REQUIREMENT5: FEMA FLOOD ZON 5 WA EXCLUDED FROM OB61TY CALL PB25UANT TO ARMCAL 312 SEE D ffAL ON r�3' I �. � � Kr`4r EXISTING BUILDING-N,USE MIXED BLDSW 71.926PO -sq4 . . ` �sN�T Nb.4 Fat s0M•A SITE DATA: USE, EXISTING: PROPOSED, BLDG IC'= 71.76 GPD r / _50-- I ,q Vii- INBrALLAIIfJN RTYiMS FARM STAND-4 SP PER STAR L OD4 GPD POR Fl/RP05E5 OF CALGAATING i \ I O `may 't 4 SPACES REWIRED OVERALL SITE, FARM 11991155 A NL. 4032 GPD 517E DENSITY-PER SCO16 NOI Nm3,REVISED) T I 'y@ b J 3 STORAGE AREA:1,643 SF (1275302 AG) i/ \ A a'S.4sA, j- 1 SP/1000 SF.6ROS5 FLOOR AREA 1008 SF AREA X oD4 GPD=4032 GPD \ k✓' I SPACE RELUIRID FOR BUILDING Ni AREA COVERAGE ANO SEWAGE FLOW RATE MECFIAFtT(THIS DWS) am F'= 34700 GPD \ EX.I STY FR BIDE. / RVT9 \ FARM5TAPD W KITCHEN r 6' syN\ PROPOSED BUILDING b',IFf,LHELiE MAKINLS IMPERVIOUS , TOTAL= 490.00 GPD v;V - FOOD PROCESSING AND PA XJN6- RESBRVED AREA \ / 'UW' 1500 GAL, TRAP(8'm xbN.5FD1. \ (TO NP REWORD) Kv 0.75 5P/EMPLOYEE FJISTUN6 PIREA, 13508 SF.0.13%) TOTAL PROFOc�SANITARY RDW FOR 5aM Nm.1000-96-2-101=49000 GPD / AREA=80000 54 FT. \ FINJ9.F1=5115' r� D. S,. .�'- - I LO GAL TNd:(8'm16H,4'EDI. �. EMPLOYEE'S=3 PROPOSED AREA: 14516 5F.02%1 APPIJCANT, U m TOTAL PLLOWA3LLE 5ANITARY FLOW FOR SCTM Nm.1000-96-2-101=IJ04 GPD X50- AREA:4164 SF / JG7 .:_ .. .8'0xO&F., NG POOL 3 5PPLE5 REONRED DOTS HOT INCLUDE GRAVEL PARKING AREA(S) ETON WILDIN65 m FXP 22355 COX UIT N.A O W 0% ON LANE r 5 ' '! °:'' ..1 EISTINS BUILDING£,OSE:OFElIN6 '( SYSTBU %5 I SPACE REWIRED POSTAL DISTRICT,CUTCFICLMUE CUTOL7GlIE NY 11935 EROSION 4? SED aWb tb3 631-734-4060 W N SANITARY SY5TEM CALCULATIONS, .FOF\\Fo INSTALL SILT TT3rE BAdtEL ° bAq,ST 4• "o NOTE,2 SPPLTS Paz RESIDENTIAL PARKING SCHOOL DISTRICT:SCUTHOLD SEE DETAIL ON DWS Nb.4 Ad ARE PROVIDED IN BLDG V-GARAGE FIRE DISTRICT,SaMNOLO r PROPOSED SANITARY SYSTEM ND I \ fa \ .' LP 'Y ELECTRICAL SERVICE,I1PA O p••M N / \ ..EP,-•-:' ..:..,.. 'Yap I, Lr �r m FOR ODS W-USE,FARMSTAND.SEE SEIAEE FLOW RATE CHART \'o/� \ FJNSNS RETAININCiWN-L ..L^ /Q.- / TOTAL NUNE.B2 OF SPACES REtd11R®:9 HATER•TRY,SLWA O'I.B X WATERJ 1.PROP05ED EUILDIN6 D'AND RIM= ° BLOWN= 127.92 GPD-SANITARY LOAD \ ... \ / 85.28 6M-GREY LOAD \ \ TO RS AIN' / / '\�\'�EJ551016 GRA' A✓I,p q5� TOTAL NUMBER(U A DICAPP D SPACE 14 R47D ZONE:M7 OF EIMLOIN6'A'BY OTIE3R5.SEE }- BLDG 8'= 788°0 GPD-SPNTARY LOAIDtCHO RESTRM-INCLJDE IN SAN \ \ PREP I STY STt�U t3L06 •� P A E INC111DIN6 N HANDICAPPED SPACE SITE S W 61WML N NORTON ElIDHISS FOR MlnORMATION W m 3 BLDG V= 21.16 6PD-SANTARY LOAD .FROM ANOTHER BLDG ON \ USE,CHEESE MAKING 65• ,MA UVERING AREA �0s, FX 2 Stt FR BLDG. ,C UUJJ ITE-PER 5WHG NOI Nm3,REVD) •\ \ i IEE:DWELLING,4 BERM 6 �4 X Z Bl D6 b'= 4032 GPD-5ANITARY LOADIL OOb SF AREA X OO4 6FO- \ FINFLg.B 425,MEA:1008 SF. -450 7: SITE PLA1 BASED ON ORIGINAL S.RVEY 43Y, FLOW TL§: 418DO 6PD(SANITARY ROW / FIRFLH.=144.4' SUIZ"ORS,FL. 8518 GPD(GREY ROW 032 GPD \ \ / _�_ © ryy /99 AREA ISLO 5F •�6)A 1230 TPECOTRRAVELE R STREET JANff5FORi,Ur 11947 Q O 563.26 6FD WDRADLIC FLOW �45k (r ... 4N qc m \ cep�� ('b/✓ \ Q4 © 4 51RVEYHI:JAN 10,2001 Q GREASE TRAP a N DESIGN ROH - -- / X8:5 6• _ D 'moi \ X64• ry0� GAR L /96, 09) LAM -` SURVEY SCALE,I'=100'4• E..( �Z AID 8525 SPO x Ix-8528 6FD PROPOSED to ``/�' a'yQ'00� D. (T 1 REI4AIN �'� b, i \\ ELEVATIONS BASED ON TOPOGRAPRY MM-5 EASTE341 TOWS,SUFFOLK COUNTY,NY 0 O - SEPTIC TANK=2x DE516N FLOW STORM DRAINAGE 5YGmq ?0 / M5 d• ✓ / DATED,W43195 N(V 563 GPD x 2=U2656 GPD I-8'0 x 5'U4 DP LEPLNINiS POOL _ TEST \ / LFACMINS POOL=IX DE516N ROW/15 SFJDAY xoLE A Mnex DECK •�' ST \ �\ 563 GPD/IS 5F/DAY=375 GPD 5Ff0YP7J FOR DTI CSffTTH15 DW6 4. ®HOLE mF�rlc SrsTa{FawrFs im rwaP 2 n,.)'„ \ DA7W,ELEVATIONS ARE REFERENCED TO VERTICAL DATUM BASED ON NEM 7 d BEV.O.Dt m LATBYI fASTAfYE / .((" / REFUTED SOLATION OF \ SEAL NYEL OF 1929 A5 ESTABLISHED,BY THE U5.COAST PLD GEODETIC SURVEY o !"-` EXISTING SANITARY SYSTEM AT SADY HOOK N1 USE,1,900 GAL GREASE TRAP(e'mX610P,5'EFF.DEPB) 47,0. 'rY 4�-.o, b, � Ba'P Ta<AN1B+nP.YMARY .'� / 1 r0 BE APIJDON✓ID BY 1100 GAL SEPTIC TAM(8'0S VP,a'EFF.DEPRU EROSION NTR MEASURE, 5T lP - /v\� / SEE BOXED NOTE FOR USORHATION \ NOTES. 'J I-8'0X!5'EFF.DEPTH!375 SIDBWALL LEACHING AREA) INSTALL FILET PROTECTION, EFr ' ` I V '\?EF/' j \ 1.ELEVATIONS ARE R9TREHCB7 TO FIVE FA61E M TOWNS TOPOGRAPHICAL MAP SANITARY LFAYMSUN6 POOL SIM DETAIL ON DWY N. © \ \ _ 'EXIST.WELL TO REMAIN AID BE \�•��^�'-==P �/ / � \ EXISTIILS ELEVATIONS ARE SHOM THUS = PROPOSED SANITARY SYSTEM NO 2 w'E' DSED FOR IRRIGATION PURPOSES ONLY / \ F \ E95TNS CONTOUR LNE5 ARE SHOWN TNS,- -25 - RDtE ARE w STORM YNTER mRA1MF-E \ �- \ L � ENGINEER, FOR ED6 USFi CFS MAKINS SYSTEMS EASM OR PRDF0 W MUIx�• EXISTING \ PROPOSED SANITARY 5Y5TB4 Not \ �KDP�J®SANITA_.SYSTEM Nm3 \�YRj \ NOTE: SEE SEWAGE Rai RATE CHART FOR ROH RATE of Am'PRaPm�SHITMY srsnr s FR BUILDING 1$00 GAL GREASE TRAP(8'm x6H,SEDJ, -`- 1100 GAL EEfNC TAW, \� \40 LPROVIDE 1'WATER' CE TO EDST.B UMIN6'A',PROPOSED E ILOMS 17 ADD FJOST. ,613 OF NES 6 TRAP=UL Dg16N FLOW USE:SHEEP BARN 40 / \ 1100 GAL SEPOC TAW,(W41.51ta'ED), / (6'01611,4'EDJ E:ULDING£(K'COPPER lUB0N61.ANY AND AL1.HOSE B�5 ro HAVE CHECK VALVES. yx,F r T,a /0\ 500 6PD X IX a 50D SPD / / \ e'mxl7 EFF.DEPTH LEACHING POOL 8'0x!2'EFF.DEPTFULEACHING POOL A O�S' SEPTIC,TANK=2X DESIGN ROW o4 (TO REMAIN \ W 50%E)VAJSION SHOWN / 041NIMUM co"MIERUNL SYSTEM) 50D 6M X 2•IOOD 6PD / h, FINFL.EL.=42S' / \ (COMMERCIAL srsTBU 5o%EwARSION SHOWN LEACHING POOL=IX VE516N FLOW/I5 SF/DAY / (D WATER SERVICE) :\ FOR PROFILE SEE DHS NO3 ��/ FOR PROFILE SEE DWG NO3 A� SCOPE OF WORK: Z ,• ��' 500 GPD/Is SF/DAY=3333 EPD (0O p�yr)ROOW / '\ \ L BUILD PROPOSED EUILDIN6'D•. x,00 2! USE,1500 GAL GREASE TRAP 333 SPO S'EFF.DEPM \ a r. `i 2.PROVIDE PROPOSED SANITARY AND KITCHEN HASTE SYSTEM.CAM•ECT TO q 4g3 �pG 1100 GAL SIFT C,TANK(Vo)&OP,4'EFF.DEPTW / 9 \ // f.+V 'A',V1 AND V.AND INSTALL PROPOSED I'0 WATER SERV.LRCS TO B11LDR155 O / \ / t5510N I-8'0)02'EFF.RCIA SANITARY LEACHING POOL 'R T/'AID£. M���u� / 3.PROVIDE PROPOSED PL.SLAB FOR DUt�STEz AREA MD ASPFTALT SURFACE y`"u„n•C.Q�47HRLI/I.SYSTEM) \ ( �' FOR HL,PARKING AREA JEFFREY T.eunEst PE. A / O 4.PROVIDE STORM DRAINAGE AND LIGHTING. PROPOSED 5ANITARY SYSTEM NO.3DIIdNEATED FOR c? jFOR BLDG£.USE,DYNB11N6-4 BEDRLi7N1 / EXIST.SYSTEM TO BE ABAN)CHED BY RB40VA-/5CC46 STWS \ /\� ��/ \ XPi \ REPLACE W A MINMM CONP1EFtCIAI_SYSTEM!300 GPD) --J Fa' \ LEGEND: _ SEPTIC.TANK=2X PM16N RDW \ / "_ \ / TAX PURPOSES ONLY / I S U [5"H5 POOL L-IXV �D PARTIAL S I T� PLAN 3OODINS POOL=UR DEF.a16N ROW/15 SF/DAY Nm'E' dip\ \ PROPERTY LIE 5000 GPD/15 SFJDAY=200D GPD RDE ARE w FOTPIIE WATERY S c W R4N �`0 w StPFKE N4LD6 NTIGx rQJ s7 I� 150'OF PtNr PROPO'�SANITARY 5Y51@G. /�'t Som Nor mF FRwetn uLE gTCEEN HASTE LINE ISE:1100 GAL SEPTIC TANK(8'0)5lDP,a'ET.DEPTH) �J L�lM V u ll II -ss �- 1-8'0X12'EF.DEPTH SANITARY LEAa NG POOL n U t \ 'w w awDttt LI6OiEFT aF SPNTARY SEYHz 0 O a O I m 09NIMM COMMERCIAL SYSTEM) :` IIAR 31 2010 15 O 30 60 110 / PROPOSE)W`�4•'�� LIN - sN:+,bc.t To al GRAPHIC SCALE 1"=50'-0" -,. „- F 0 rI aig Ease EXISTING G WATER B2NCE Q RaM Q°2 O ~ Q (L STORM DRAINAGE GALE STORMDRAIN - - - - V LL O Q STORM HATER DRAINAGE SMISTURFS ME APPROVED BY isW In�w AREA COVERAGE/SEWAGE FLOW RATE CHART: °Ci'�FOR R�`ONLY. FLOW ARROW d z r o LU° I97OPa�sTraeTwRrs ONLY. PLANNING BOARD STORM LEMMING POOL p\ LL �E�,( Q z O OESI6.: 5TPXTURFAU`.+E: FAL AREA PROP.AREA DESIGN SEWAGE ROW RATE CALCULATION: VOLUME=AREA X RAINFALL X COEFFICIENT TOWN OF SOUTHOLD 5.8RC raNK/6REA9E MRM `�: �O`L � a �-a-1 O -01 EGNINT 1St FL 2M FL BSHMNT 1st R. 210 FL STMT.USE FLEW RATE SANITARY GPD GREY GPD HTDRAA.IC GPD SNL 5Y5.OEN6 RAINFALL=2'I}R=F=I _` X LL COEFlGENR OF ROOF=ID DATE ///� / LEACHING POOL r O A O/ N� N Z U- 0 tY ® 15TY FR OUILDNNG WA 4164 SF TL WA WA WA WA FARN5TAN7/YJT.: - 1 USE:FARM5TAND IOTA P D'-0113135E MAKING BLDG,1008 5F. r/ _ A �/ _ Q < O F LL g O W KITCIEN SANITARY LOAD OD3 6PDhF 121.92 GPD 2132 GPD TOTAL PROPOSED ROOF AREA=1008 SF. d 1J ,y` °L- v_ ,�� I=SF.x 0167 x ID=168 GF.PROEXISTING CONTOUR O O SYSTEM W VOLUME REWIRED.166 CF. GREY LOAD 072 GPD5F 8528 6PD EXISTING GRADE z 67 U) ` z0 USE: F W © I STY FR BUILDING N/A V.200 SF WA WA WA WA GEN.INDUST. 0,04 GPD/SF 288DO GPD 285DO 6PD N fL�N�DEFIH IFAYAIIN6 POOL USE:SHEEP DAM TGT NOISE � ° ° Q C) 1 STY FR WADING PROP05M VOLUME PROVIDED=2111 CF. V 0 USE FIR WGARAGE WA 1544 5F WA WA WA WA GBL INDUST. OD4 6PD5F 21.16 6PD 21.16�D SYSTEM NO2 FINISHED FLOOR ELEVATION F19-8._ OI STY STEEL BLDG WA WA WA WA 1008 SF WA PROCE%HIR FOR 50 GALBATCH 50 6PO 50 GPD PROP055ED L� /- _ USE;CHEESE WAKING CHEESEMAKIN6 I BATCWDAY SYSTEM NO3 EXISTING SITE COVERAGE,13508 SF.013%) EROSION CONTROL LEGEND, PA A 713: GEL ROLIST. 0D4 GPD/5F 4032 GPD 4032 GPD PROPOSED PROPOSED STE COVER-65 14516 SF.02%1 SYSTEM NoJ GUSTING FAR=0D130 05,555 5F,130%) 2 STY FR GILDING RESIDcIN.'.E FAR-OD08 06566 SF,13836) SILT f93YE BARRIER - - 1550 S' NSOO 5F 21500 5F WA WA WA 347 6FO 500 GPD 347 6PD O USE,DWELLING (4 ) H415F r/NINFLTION W T ANnrr REWIRED ETT FOR 1 I nwMFRCI INSTAI L ATVkY TOTAL 1550 SF 1135091 5F M T SF OD SF 1008 5F OD 5F B7B00 GPD 6528 GPD 91318 GPD TrP.FOR PROPOSED SYSTEMS N0.I,2 AND 3 IUSENLET E) 613 PROTECTED, SANTARY)DAD 6REY LOAD H(MAILICLOAD FOR NOTES AND INSTALLATION R50"M SE DWG Nm3 SCDIi5 APPROVAL AREA, FILTER ORB DRO?RD?PROTECTION EPROTE TI ,. FILTER FABRIC DRO?IN PROTECTION of 4 FORM NO.3 NOTICE OF DISAPPROVAL DATE:March 19, 2019 TO: LIV2MAX LLC 4735 Cox Lane Cutchogue,NY 11935 Please take notice that your application dated February 7,2019 For permit for a food truck with tables and chairs at farm stand at Location of property: 4735 Cox Lane,Cutchogue,NY County Tax Map No. 1000—Section 96 Block 2 Lot 10.2 Is returned herewith and disapproved on the following grounds: The use in the AC Zone is not permitted pursuant to Article III, Section 280-13,"Permitted Uses." The proposal will also require approval from the Southold Town Planning Board Authorized 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,Z.B.A.,planning RECE ED FOR INTERNAL-USE ONLY D FEB 2 5 2019 MAR 1 1 2019 Sour o own . SITE PLAN USE pETERIUI�NAT10 Planning Board , ELUDING,::�,j ; initial Detertwnation TOWNO]FSOiDTi1O .: Date Date- Project-N8rne: ate-Project-Name: Project Address: , _ /O'aZoning District: �'� Tax Map Suffolk County �+. Request:. ESQ --C ` Jcl/• '�) [I'/, - . (Note: Copy of Buildins Permit.Apg licafio.n.and supporting documentatiori a to •pro.posed use or uses should be subrriiited.) Initial Determination as to whether use is permitted: ` nitiai Determine#ion as to whether site plan is required: - Si,graatur of Building Inspector Planning Department(P.D.) Referral: rl: c ent: 3 —� •Date of Comiim +---. — P.D.. Date Receive Comments' e . ifi Signature of Planning StaReviewer Final Determination, Decision:: co�„at,�ra tnr �f RtOdina InsnPa FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 8, 2022 TO: Ray Nemschick,Nemschick Silverman Architects (LIV2MAX LLC) 160 Main Street, Suite 200 Sayville,NY 11782 Please take notice that your request, on behalf of 8 Hands Farm received December 10, 2021,to amend permit#45543 for an accessory agricultural building: Requested amendment to: Alter the "under construction" layout of the agricultural building to include a commercial bakery facility : Location of property: 4735 Cox Lane, Cutcho u County Tax Map No. 1000—Section 96 Block 2 Lot 10.1 Is returned herewith and disapproved on the following grounds: The proposed alteration of an agricultural building on this conforming 80,000 sq.ft. parcel in the AC District, is not permitted pursuant to Article III, Section 280-13, "Permitted Uses." A commercial bakery is not a permitted use in the AC district. You may now apply directly to these agencies. Authorized 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, Planning Board,ZBA VN i , • , `_`a�_ _F 1 {ivY=h+lRt'k 4+lt.a� ! ��� � r� g '9( _> 777; fj//j`/ . = 1 { �5, • { is _sSi . L.�•.. T . •• • 1 • - - -- - - s fi .K-" 'R -=�'st� ` 0, t ip•. 5 - - --•`' - - - � __ — _... _.-- • a: � � � i�'9 \ 5 a lid a U .:y1 s S t10 -MFW L t;1V1.p i-4- • ' f _ < 'j -_ ' tf f. di < f .! • "•�.•lam R �' _ '� �F` ��C�'�'` } - 4 • � <, 1 f!• r r - eft:" �41L JR UIL '/ • •` i d'�t'` �!-= _ '-b PPPPPP �' •�i• • l Y _ ••t. . _g p���{, ra�� a LLL_ fi --� - •,d: _._ _ •_ __ _- ""_-__-._•- •-.-._ _� — __ ___ _ - - {- _..� _.-_. a ____ `- .< - .._ ._-_ ._ --"_-._..—�.�-. -. .•�._...__.-__'-._ _ WT .� _ ♦.',<`'' '�•; t *Ed `' :SYIS�.Sit is ='ILIM .45 EASXj L..[ '1 f TAU !�' � .. c fir, y, •f. .,." !/7 ��.e�EXI ::,a , .1�f� L' ��-�S"Y = _ - V }� _ V � tik fl'�'�.< • a ! 'Y+! A •� � i'� -•Y t� •_- ,.1•' _ _ _ -�f Phi $• I `43' 3 'tk ••i?� I • - . L €Vit! W _ -45 a'�- '°-�•'..:..#1_ _ Y;.� _ ;t..'.i f: �•a P'{1 !' yrMAs•+•a'^ _ :-t f��•' ' F '1: �. 1 -t�.fTy *`T 4_ ' _w '�� t.• • !�'` Im i6,1-Mb i�S!.�• . O _ ` F A LANig �! •S{�yP { ..4�• �; •.5, •� -�- � /yam{� •'�(yJ� PRO { - t- .-• ))fi�tt���/'��� t/y i).�r}71 ` -!' �•�.� - t1l./iJ SJV.IZI� �iVi�lj f- P iT< / -V _ �_g-E F,-.- '1' r te' -a'3r_. -.•'� FOR INTERNAL-USE ONLY SITE P LAN USE DETERMINATION _ Initial Determination S� I Datef- - Date:���— �. - • Project Project Address: Alf-&�' _ *Zoning District: Suffolk County Tax Map-No-J000=� — Request: --------------- (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) initial Determination as to whether use is permitted: *J ,Luo .�to Initial-Determination as to whether site plan is required: i Signatur .of Building Inspector Planning Department (P.D.) Referral: P..D. Date Received:, ' Date of Comment--��—�---- !mmontL anning Dept.•Staff Reviewer Signature of PI Final Deter natlon Decision: Q;rtnntlrp of Rriildina Insnpcter L:! NEWYORKjAgricultu"'r' ' STATEOF. J .. .. e . OPPORTUNITY. and Markets ANDREW M.CUOMO RICHARD A. BALL Governor Commissioner ' May 22, 2018 Charles R. Cuddy, Esq. 445 Griffing Avenue ; Riverhead,'New York 11901 RE: 8 Hands Farm Expedited Site PlanReview-.Tables and Chairs for Customers Dear Mr. Cuddy: Danielle Cordier, Esq. and Robert Somers talked to Tom,Geppel this aftemoon about an appearance ticket dated December 2017 issued by the Town's.Ordinarice• Inspector to the farm. operator', which he received at his last:Court appearance in April. The ticket relates to the presence of tables and chairs on premises, absent site plan approval.: ' - The Department's'March 28, 2018.1etterq to Supervisor Scott Russell mentioned that seating is available.in the kitchen as well as on several picnic tables•located outside of the building. This seating is,for farm,visitors:and.for•the on-site consumption of food by farm customers. Mr. Geppel informed Department staff that the seating and tables were added to his amended site plan, which is,currently under review.by:the Town. The Department's Match.28t' letter to the Town states thatthe.food truck and kitchen contribute.to the preparation, processing and marketing of.crops, livestock and livestolck.products grown on the farm. The farm depends Upon the direct marketing of its crops/livestock and value=added products to support the agricultural operation. The chairs and tables found inside the building where the kitchen is located and outside of the building'adjacent to the food truck, are part of the farm operation's marketing of on-farm product and partof_the farm operation for purposes of AML §305-a. The Department'administers AML §305-a to protect a farm.operation's ability to sell its products for both off-site and ori-site consumption. In the Department's.view; including the proposed location of on-site food consumption within the streamlined amended site plan w`ould..not be unreasonably restrictive. Sin ere , Michael atham Director . Cc: Tom Geppel, 8 Hands Farm Robert Somers, Dept. of A& M Danielle Cordier, Esq., Dept. of A& M i CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 February 7, 2019 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net Michael J.Verity, Chief Building Inspector Town of Southold Building Department PO Box 1179 Southold,NY 11971 RE: 8 Hands Farm-4735 Cox Lane, Cutchogue Dear Mr. Verity: . I represent 8 Hands Farm which is owned by LIV2MAX LLC. A question has arisen as to the offering of food as part of the farm operation. The Town Code Enforcement officer has served a violation stating that LIV2MAX LLC failed to obtain site plan approval for tables and chairs used for dining purposes as part of the farm stand operation. The farm stand building has been approved. LIV2MAX LLC has made an application for site plan approval, although there is an outstanding Code violation requiring site plan approval. The Planning staff will not process it until they are in receipt of a referral from you. We now enclose a Building Permit application together with a farm site plan. Also, enclosed is a letter dated May 22, 2018 from the NYS Department of Agriculture and Markets by Michael Latham, Director. The Department's conclusion is that the use of the farm stand building,the food truck and tables and chairs inside and outside of the building are part of the farm operation, although it will be subject to a simplified site plan review process for agricultural uses. I therefore request that you refer this matter to the Planning Department for its consideration and approval. ^ Very truly yours, FF,O Charles R. Cuddy CRC:ik Dwyer, Nancy From: Ray Nemschick <r.nemschick@nsarchitects.com> Sent: Thursday,January 6, 2022 10:58 AM To: Dwyer, Nancy Subject: RE: 8 Hands Hi Nancy, Thanks for taking time to explain this to us.As requested please find the following response. For clarification, 8- Hands farm is constructing an Accessory building, as permitted already by the town. As such,the town has allowed this to be filed under Farm Agricultural Processing. The use type "Food Processing" are listed on drawings supplied in the latest Addenda submitted in December of 2021, as refenced in your email. The following town code sections support this action as matter of right and do not require Site Plan review as the building is less than 3,000SF. Please review and let us know if any further questions arise. 280-13.0 Accessory Use: LcJAn agricultural processing building with a square footage of 3,000 square feet or less shall not be subject to site plan review 280-4.Definitions 1.AGRICULTURAL PROCESSING The on-farm processing of agricultural products at and from a single farm operation located within the Town of Southold,which has been converted from its original (raw)state into a processed or prepared product through applications of cooking, distilling,fermenting, crushing, or straining, etc.Such processed agriculture products include, but are not limited to,jams,jellies, cheeses, potato chips,jerkies, meats,fowl,fish, breads, and baked goods, beer,wine and distilled alcoholic and nonalcoholic beverages. 2. AGRICULTURAL PROCESSING BUILDING An on-farm operation building, or part of a building, used for processing and storage of agricultural products of a single farm operation into processed agricultural products, as defined herein. Thank You for your assistance in this processl Ray Sincerely; RAY W NEMSCHICK principal NEMSCHICK SIL\lERI1 AiA6 ARCHITECTS P.C. 66 East Main Street, Patchogue, NY 11772 631 563 2130 ext 11 Tel 1 January 12, 2022 t?. NEMSCHICK SILVERMAN ARCHITECTS P.C. Southold Building Depart171ent .' - ". . . the business of ARCHITECTURE." 54375 NY-25, Southold, NY 11971 i Re: 8 Hands Farm JAN 1 9 2.022 4735 Cox Lane Cutchogue, New York NSA Project# 20-2075,: , LETTER OF TRANSMITTAL WE ARE SENDING YOU: ®Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑Specifications ❑ Product Data ❑ Change Order ®Copy of Letter ❑ Other Item# py Date Description I 1/1212 2 Code Analysis Letter For Amendment 12113/2 1 to Origmal Permit I 1/1 1120 1 1/1212 2 Owner's Letter For Amendment 12113/2 1 to Original Permit I 1/1 1120 THESE ARE TRANSMITTED as checked below: ® For Approval ❑ Reviewed ❑ Resubmit Copies for Approval EIFor Your Use ElNo Objection with Revisions Noted ❑Submit Copies for Distribution ❑As Requested ❑ Rejected ❑ Return—Corrected Prints ❑ For Review and Comment ❑ Revise and Resubmit ❑ For: Comments: Copy to: From: Ray Nemschick Principal 160 MAIN STREET• SUITE 200 • SAYVILLE, NEW YORK 11782 631 563 2130 teleph a 631 563 2139 facsimile www.ns-arch.com F , c January 12, 2022 Project: NEMSCHICK SILVERMAN ARCHITECTS P.C. 8 Hands Farm the business of ARCHITECTURE." 4735 Cox Lane, Cutchogue NY SCTM: 1000-96-2-10.1 The purpose of this letter is to support the proposed accessory structure filing amendment dated 12/13/2021 as allowable by local codes. §280-13. Use regulations. C.Accessory uses, limited to the following uses and subject to the conditions listed in §280-15 herein: 13 Processing of agricultural products,which meet the following standards: [Added 6-4-2019 by L.L. No. 6-2019] llThe processing of agricultural products shall take place on a parcel that qualifies as a bona fide farm operation as defined in§280-4 of this Code. (b) Notwithstanding the provisions in§280-15C of this Code,the square footage of an agricultural processing building,or part of an agricultural building used for agricultural processing,shall not exceed 1.5%of the total size of the parcel on which it is located. •[cJAn agricultural processing building with a square footage of 3,000 square feet or less shall not be subject to site plan review. u Any site plan application for an agricultural processing building shall be entitled to the expedited processing and fees for agricultural related site plan applications set forth in Article XXIV of this chapter.100 LeLAt least 66%of the agricultural products being processed must have been grown by that bona fide farm operation.The requirement in this subsection shall not apply in cases of a catastrophic crop failure. In response to the above: a) Per the Town of Southold Zoning Board of Appeals on March 7,2013 and the subsequent Minutes Special Meeting on March 21, 2013:the subject parcel is approved as applied a bona fide AG farm operation. b) The proposed single story structure has a proposed height of 15'-3" is less than the allowable 18'-0" and meets the minimum setbacks set forth in§280-15 B . c) The proposed square footage of 480 square feet is less than 3,000 square feet thus, no site plan review is required. d) Not applicable as there is no site plan review required. e) At least 66%of the agricultural products processed have been grown by the bona fide farm operation. Please see the letter attached. 66 EAST MAIN STREET• PATCHOGUE, NEW YORK 11772 • 631 563 2130 telephone • 631 563 2139 facsimile • www.nsarchitects.com January 12,2022 Town Of Southold Building Dept—C/O Mike Verity Southold, NY Dear Mike I am writing you to provide an overview of our operation relating to the current construction of an Ag Processing Structure on our farm at 4735 Cox Lane, Cutchogue, NY.As you may know,we operate a livestock and produce farm in the Town of Southold since 2011 under the DBA of 8 Hands Farm.We currently farm over 65 acres in the Town (28 acres owned at 4735 Cox Lane and the remainder leased from Cutchogue Fire Department and Gail Wickham in Cutchogue).We predominately raise 7 different species of livestock on our farm for meat and eggs.We also farm 3 acres of vegetables and fruits.We direct market all our farm products through our farm store located at 4735 Cox Lane.We are regulated by NYS Ag&Markets,Suffolk County Health Dept for water and waste water, FDA, USDA,Ag&Markets Weights and Measures and other departments within NYS Ag&Markets for canning,food products,and packaging.We either sell our farm products as a whole food item (like meat and eggs) or in some instances we must process our farm products into a saleable item.We are seeking approval of our accessory use structure for additional agricultural processing.This will involve everything from washing, cutting,and/or storing produce/fruit from the farm to processing our farm product for sale in a different form through cooking,canning, baking,etc.Within this accessory agricultural structure,we will process, at a minimum,the requisite 66 2/3%of product coming from our farm operation. Please let me know if you have any questions regarding our farm operation or this accessory ag use structure. Regards Thomas Geppel Owner,8 Hands Farm Property Owner under Liv2Max LLC CC: Raymond Nemschick Dwyer, Tracey 5-1q-20Z 2 From: Ray Nemschick <r.nemschick@nsarchitects.com> Sent: Wednesday, May 18, 2022 11:28 AM To: Dwyer,Tracey, Dwyer,Tracey Subject: 8 Hands Farm,4735 Cox Lane, Cutchogue NY Tracy, Thanks for speaking with me today. Please accept this email as request for 6 month extension to our building permit for 8 Hands Farm, located at 4735 Cox Lane, Cutchogue NY 11935. Thanks in advance. Sincerely, RAY W NEMSCHICK principal NENISCHICK SILVERP AKi ARCHITECTS P.C. 66 East Main Street Patchogue, New York 11772 631 563 2130 ext 11 Tel 631 563 2139 Fax 631 921 5701 Cell r.nemschick(Mns-arch.com www.ns-arch.com This e-mail and any attached files are intended solely for the use of the individual or entity to which this mail is addressed and may contain information that is privileged,confidential and exempt from disclosure under applicable law.Any use,disclosure,copying or distribution of this e- mail or the attached files by anyone other than the intended recipient is strictly prohibited.If you have received this e-mail in error,please notify the sender by reply e-mail and delete this e-mail and any attached files from your system.Thank you. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 October 20, 2022 E-mail: charlescuddy@optonline.net Connie Bunch, Principal Office Assistant Town of Southold Building Department PO Box 1179 Southold,NY 11971 RE: 8 Hands Farm-4735 Cox Lane, Cutchogue Dear Ms. Bunch: We are enclosing 8 Hands Farm As Built Site Plan and Plat Plan for its 600 sq. ft. food processing building as approved by the Suffolk County Department of Health Services. Also, enclosed is an Affidavit from Thomas A. Geppel, Jr. one of the owners confirming that the food processing is in connection with his farm products. Please telephone me so we may schedule the appropriate inspections. Very truly yours, ok�417 Charles R. Cuddy CRC:ik i' OCT 2 1 .2022 LP TOWN OF SOUTHOLD BUILDING DEPARTMENT OCT 2 1 .2Q22 In the Matter of Application of 8 Hands Farm AFFIDAVIT 4735 Cox Lane, Cutchogue,NY SCTM#1000-96-02-10.1 Thomas A. Geppel,Jr.,being duly sworn, deposes and says: 1. Together with my family I operate the 8 Hands Farm at 4735 Cox Lane, Cutchogue, Town of Southold, Suffolk County,New York. 2. We wish to construct a building to process our farm products. We make sausage, egg pasta, egg custard,wash our produce,clean eggs,butchering,bake sourdough bread,make bone broth and soups. 3. The sewage disposal and water supply for the agricultural building have been approved by the Suffolk County Department of Health Services reflected on the attached As Built Site Plan and As Built Partial Plot Plan. 4. Just above the health department approval is the notation: "Commercial Bakery,As"A Use Solely Intended For Sanitary Design Flow Calculations Per Originally Approved Drawings,Reference Number: C-21-0102. It Does Not Reflect Town Of Southold Zoning Codes Nor Ordinances. As Previously Agreed,The Accessory Structure's Use Type Is Ace. Food Process." It is important to note that for sanitary flow there are no business types to select that align with agricultural processing therefor commercial bakery was selected due tofiow rate parameters. 5. This 600 sq.ft. agricultural building is to process 8 Hands Farm products and exceeds the 662/3%requirements related to farm products from our adjoining farm. 6. Under the circumstances here set forth we respectfully request that you se final inspection and issue a Certificate of Occupancy. o as A. Gep ,Jr. Swot to before me this $ day of 0&66,r ,2022 Denise M. Cuddy. Notary Public State-of New York No.OICU6178519 Suffolk-County Notary Public Comission'Expires Dm.3,-20_Z ' TOWN OF SOUTHOLD BUILDING DEPARTMENT OCT 2 1202.2 In the Matter of Application of �r 8 Hands Farm AFFIDAVIT 4735 Cox Lane, Cutchogue,NY SCTM#1000-96-02-10.1 Thomas A. Geppel,Jr.,being duly sworn, deposes and says: 1. Together with my family I operate the 8 Hands Farm at 4735 Cox Lane, Cutchogue, Town of Southold, Suffolk County,New York. 2. We wish to construct a building to process our farm products. We make sausage, egg pasta, egg custard,washo roduce,cle 00 butchering,bake sourdough bread,make bone broth and soups. 3. The sewage disposal and water supply for the agricultural building have been approved by the Suffolk County Department of Health Services reflected on the attached As Built Site Plan and As Built Partial Plot Plan. 4. Just above the health department approval is the notation: "Commercial Bakery, As"A Use Solely Intended For Sanitary Design Flow Calculations Per Originally Approved Drawings,Reference Number: C-21-0102. It Does Not Reflect Town Of Southold Zoning Codes Nor Ordinances. As Previously Agreed,The Accessory Structure's Use Type Is Acc. Food Process." It is important to note that for sanitary flow there are no business types to select that align with agricultural processing therefor commercial bakery was selected due toRow rate parameters. 5. This 600 sq.ft. agricultural building is to process 8 Hands Farm products and exceeds the 662/3%requirements related to farm products from our adjoining farm. 6. Under the circumstances here set forth we respectfully request that you sc ul final inspection and issue a Certificate of Occupancy. aromas A. Gepp,Jr. Sworn to before me this � day of 0 C,66,.,- ,2022 Denise M. Cuddy. Notary Public State of New York No.Ol CU617951-9 Suffolk County Notary Public Cbmission Expires Dec.3,20Z � f January 18,2023 NEMSCHICK SILVERMAN Building Department Town of Southold Principals PO Box 1179 Ray W.Nemschick,AIA NCARB Southold,NY 11971 Lawrence E.Silverman,AIA NCARB RE: 8 Hands Farm-4735 Cox Lane,Cutchogue-Processing Building Richard P.Winner,AIA SCTM#1000-96-02-10.1 Edward C.Farrell,AIA Dear Sir/Madam: I'm the architect for the food processing building constructed at the above site.The purpose of the building is to process various agricultural products produced at the farm which,by example,include egg pasta,egg salad,chicken/pork/beef soups and stews, sausages,sourdough bread and canning tomatoes,zucchini, relish and blackberry jam.Virtually all processing will be agricultural products from 8 Hands farm.This processing is in accordance with the Southold Town Code and the NYS Agriculture and Markets Law. Respectfully submitted, Vkl 40,OeP , .� � �� EC �� �� IUI � 4� 1, t .0290 ', °F � y°PJAN 2 4 7023 [D NEMSCHICK SILVERMAN ARCHITECTS 66 EAST MAIN STREET I PATCHOGUE, NEW YORK 11772 I 631 563 2130 I 631 563 2139 I www.nsarchitects.com CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 January 23, 2023 ' E-mail: charlescuddy@optonline.net i Michael J. Verity, Chief Building Inspector Town of Southold Building Department PO Box 1179 Southold,NY 11971 RE: 8 Hands Farm-4735 Cox Lane, Cutchogue Dear Mr. Verity: Pursuant to our discussion we had previously forwarded to you an Affidavit signed by Thomas . A. Geppel, a principal of 8 Hands Farm, indicating that agriculture products from his farm will be processed in the food processing building at the farm site, 4735 Cox Lane, Cutchogue. Enclosed is the signed and sealed statement from 8 Hands Farm architect, Ray Nemschick, confirming the processing of the farm's agriculture products. Based on the statements from the owner/operator and architect we request you schedule an inspection in order to permit issuance of the Certificate of Occupancy. Very truly yours, Charles R. Cuddy CRC:ik ® FE (� I� IIIUII JAN 2 4 2023 Bl911U1l�Ci�EPB. ToWto of sot nrpn!n Horton, LisaMarie From: Horton, LisaMarie Sent: Thursday,June 8, 2023 9:58 AM To: 'e.lodol@nsarchitects.com' Subject: 48625 -4735 Cox Lane, Cutchogue Hello Eric, I have spoken to Nancy regarding what certifications will be needed for BP#48625. Certified by Architect: • Footings • Foundation • Framing • Strapping • Plumbing • Insulation Inspections by Inspector prior to issuing the CO: • Final Electrical • Final Building • Fire Marshal Please call the office to schedule the inspections at your earliest convenience. 631.765.1802 Kind Regards, Lisa Z&aMarie Ao-.-ton Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 �GF O � AA X, 6.0 SEP p 4 2027 \ \\ EDGE OF BU/LD/NG F'U5E: AGC. \ \ UTILITY POLE / �.\ _ . . FOOD PROCESS/NG RIMEL. 42.0' ,.,_.. FF EL. 45.5'VLF CONNECTION TO INV. EL. 41.0'VLF. RIMEL. 42.0' BUILDING D'EXl5T. a GRADE V.I.F. INV. EL. 3926' RIMEL. 42.0' FIN15HED GRADE \.\ \ "INI\ - - — -------- ---------------------- _ ---- - _ 38.76'6E-L'-.V 6 DIA. 5D55 PVC ® __ _____________-- - 7 / �, l/4"A.F 4/-25"® 6"DIA. 5DR-35 P✓G OF / �\ ----------- -- - -- -- ' �\ � l/4 2.F. = 1025 DROP " --- --- / / \ I/6 /L.F 5 L.F. a --- \ GLEAN-OUT /X9/L.F = 0.63"DROP INV. EL. 39.36'V.I.F INV. EL. 40.145'V.I.F. 1500 GAL 6RE45E TRAP 1200 GAL 5EPTIC TANK /NV, EL. 38.5/'V.I.F. BOT, OF TRAP® INV, EL, 3926' VLF, BOT. OF TANK EL. 34.03'VLF EL. 3426'V.I.F. ` e- 6 VIA. x 12'EFF DP. EXI5T. \ / \ LEACHING POOL 0 OF 1)% DUMPSTER ENGLOSU �� UrILIrY POLE WITH o.H LEACHIN \ ELEGTR/GAL 5ERVIGE GRAVEL DRIVEWAY ` LEACHING POOL T. PD EL. 6.51' V -1-711 / IRR/6ATION WELL ,/ O C, ANI SCALE= N.T5. RETAIN/NG WALL AND 57EP5. 4 I-STMr NO BAS&IeIT \ / p M&M,RAMW&M L55 W FARM 5DW ` /5T0RA&11CV*M NI-II, �4 -IF 'l'T % I"WATER LINE. \ GRAVEL DRIVEWAY ` / G T l \ N', y 5To>"I, 5ANITARY 5YSTEM NO. I LP 1 \ ,r \ \ S.G.T.M No. F�i2oo 1000-16-2-10.1 - - ------- - EP \�� l°WATER LINE RE5ERVED AREA - - / H05E,BIB HA7ER I E \ ld \ (DEVELOPMENT RI6HT5 _ TO'BU/LD/NG G. \ QO \ �\ INTAGT) �11;111Z COMMERCIAL BAKERY,A5 A U5E l5 50LELY INTENDED FOR 5ANITARY DE5I6N FLOW CALCULAT10N5 PERAREA: 80,000 5F (1.84 AG) ORIGINALLY APPROVED DRAWING5, REFERENCE NUMBER: C-21-0102. IT DOES NOT REFLECT TOWN OF .\ `\ 5D vQ 5CU"THOLD ZONING CODE5 NOR OROINANCE5. A5 PREVIOU5LY AGREED, THE ACCE55ORY 5TRUGTURE5 U5E N07E: THERE ARE 0 5TORM WATER `\ Y �' O D� � � \ G��C TYPE 15 ACG. FOOD PROCESS. DRAINAGE 5Y57EM5 Wl7H/N 20 FEET `� ��(�� �¢'' rt�j� \ NO 5ANITARY AT OF ANY 5ANITARY 5nTEM5. / ,t� / \ GARAGE _ GT ba \ H.S. REP. NO. 010-15-0002 FOR MORE INFO. c / 1 ` LP I / DJ LP EP ?l• `\.\ �--- APPROVAL STAMP 5.G.T.M. No. ,,1 EP, 1000-g6-2-10.2 / DEVELOPMENT RI6HT5 EASEMENT SAR/TARY SaSTE_M ND 2 `\ SAN/TARY 5Y57EM NO. 3 (DEVELOPMENT RIGHTS SOLD) AREA: 1,11q,2213.2 5i= (25.6836 AG) .�F� 8LIFFULii �i C" 'NTY�iq i?r% "%.�£�I GF:I-!E,6.LTH SERVICES / SEP`�`2 ' 0" pitC0Nr-TrLICTED U40RKS / NOTE: THERE ARE NO SURFACE WATER5 W/TH/N 300 FEET OF THE \• D` H,S. Ref.No. PROPERTYLINE. ,_ \ / ?ice sewage di��s�l and a pater supply farilities ' writ"on I`tznls bc:� t It2spnwted and/or Mdt^d by this Department or other agoncies NOTE THERE ARE NO WELLS W/TN/N end found t:�be satisfactcry. \,\ 150 FEET OF THE PROPERTY LINE. NOTE: THERE ARE NO POTABLE �o� WATER hELL5 W/7H/N 150 FT. OF ANY �1[;T PROP05ED 5ANITARY 5Y57EM. \` / / / SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTION: - o R os/o321 fc�l£Ef�u�rlfnon A/' PjUILT PARTIAL PLOT PLA/i 07/2.3/21 DEPT.Or KrALTmjuP)mvAo/1 08/16/21 Rr_/PO4E TO/IOT1CF#1 �� / s ,tI � y� �(7 09/16/21 Rr/POAJT-TO/10TICE#3 / J/ ART/A L F�oT PLAA/ / 5'�'. j'; 414 10/18/21 R[/POt IT TO nOTICr#4 „ - / CAD FILE NAME: y ^a £ 07/1422 A GUILT/ 09/07/22 q!-GUILT/1OTICE#1 RF/PO1VL SCALE _ l - 30-O / ✓\lo.e6 O�S�'f 20-2075_X,/1Tr-._AsI5ui1t NEMSCHICK %)'ILVERMAN ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT *: ". . .the business of ARCHITECTURE." 8 NNW FARM 10/29/2020 20-2075 ------------------ _._..... - ------------ -- - _ ._..._........ _...... _._.._...__ _ _........... _.. -------- COX _.... OX LA/yE ............................................__..........--- . ...-........_...._..... ..__.........._._....._............... ..... . ................_._....._ CALE ... _ __...--- ....................... ...... .........._... _.. _.._—...--�--._.........._._........__ S DRAWING NO: CUTCHOGUL, NY 66 EAST MAIN STREET, ................._..-..................-_.... -..................................-........_....... ...........__-......................... .......... ........ .... ..........................__._.............. ............ ....... --................. .................._..- -.._.._.-_................._.........................._..... ......_._........._.................... ..................................................... --------------- _............. .......................--_...._.............. __................_.............._..... - Aff HOW /1 PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com c COPYRIGHT 2021 NEMSCMCK SLVERMAN ARCMTECTS P.C. 1000 96 2 10.1-10.2 EL I REFER TO 5HEET PP-2 FOR A5-61JILT INFORMATION. - - - - -r ---------------- /-------- �-------------------AS X LANE ' IN + - 556 W _ i S 56'22'1 E I \, 764. N to 4e �� v , FRONT/�'ARD SETBACK =I 60'-0" �I O E i/ F `° ��� Z ter/-- - - - - -f- - -- - -- /-- -- -- ll� I r r M7111 TT W Q� r ------- z, NII II In I I I I FALLOW FIELD .I r D FALLdN FIELD I / �'� I // i f l S.G.T.M. No. � ,� � / rr I 1000-qb-'2-10.1 I RE5ERVED AREA , I I (DEVELOPMENT R16HT5 INTACT) ' AREA: 80,000 5F (1.84 AG) FALLow FIELD I �0P WO/F I \ ANN MARIE 60ERLER REVOCABLE LIVING TRUST \ I N _�' ♦ I , \ I \ WO/F \\ i► /'� --- ���----------J �`u \\ TOWN OF 50UTHOLD GUTH06UE FIRE 015TRIGT \\\ I � i (DEVELOPMENT RIGHTS) \\ I m \\ N07P: THERE ARE NO NWFACE PYA 7FR5WITHIN3OOFLErOFTHE NOTE THERE ARE MO SURFAe \\ ' 1 N \` /' 1 I \I ,d CJ PROPERTY 0E. MATER5W/TH/N"FEErOF7NE \ PROPEWYL/lam NO7E• THERE ARE NO PELL5 WITH/N ISOFEPTOFTNEPIROP£-RTYLIIE. NOTE.• T1fW ARE NO hELL5 WITH/N \\ W 150 FEET OF TFE PROPERTY LJI `\ I / I - ` AO AP W �\ \ I / I Lr)N \\\ \\ / / LOCATION MAP V. 101, , M I \`\ O 01 S 56'25'48" E 11 \ 562.18p `\ 1 5.G.T.M. No. \ \ 1 1000-qb-2-102 N 56'39'00,\w 1 \\ \ A� DEVELOPMENT R16HT5 EASEMENT - \ 10.00' \I \\ \\ \\ R16HT5 5OLD) --- (DEVELOPMENT -------<-----------___-- b ,/ / \\ AREA: 1,11c],215.2 5F (25.6g36 AC) / �` I \\ \\ ---7 8 I1, Id's F0,m r�\I FALLOwFIELD \` AO I \ A�{ I/ \\ I FRONT YARD SETBt�6K = 60'-0" 5YBJE6T 51 7E AO - 1 S 76*2;/48» E } /15.48 _ DIRT ROAD '- ` \� DIRT ROAD X00 , N \ \\ \ \ \ DIRT ROAD ,gyp m W ---- N ( W \\\ a , / ,��" APPROVAL STAMP N FALLOW FIELD \ FALLOW FIELD \\` C' LL" I - - - -- -- -- REAR YARD SETBACK 75'_0_' -- -- -\\ - - - - - - -- - - -- -- --� o f`\�-- -- - - - - �- -� v^ �l ��JrirC�iS CC;lt>" 'I lrr>^t TP�:Ei bT OF HEALTH SERVICES O I I ` I \ \ ` I c^. 7 r 4 4. ` \ ` ` \ � SEPT-122 + per' �}"..*:AL \ \ �1 tS.Re...�'J0. ZLI - EIX�EOFFALLOWF/ELD--- ��'--------------------------------_-\\-�---- ---- ----- \-,------- _-----_------ --------=------_- \ I _ 71m dl � 4. r fvr suP.' "y f;�cltlticS ''?1`i•ta' be I'S i. t"t£?"dad and/or N 56'36 48 W I O `\ ItI'Y Iti n „ / WO/F \\ 1301.46' ��t�i.al���:art�:��o�arathUragencias I / RHX CORP. \\ / I ^�Rfi fs".��15'fd to�s2+i:.f:clory. j NOTE: 7MWE ARE Ab SURFACE \\ 11 l HAER5 H1 THIN-100 FIST OF THE \ PROPERTYLIIE: I I ! I \ / r \ NOTE. HERE ARE MO AELL5 W/THIN �• /50 FET OF 7/E PROPERTY L1W. A5 i AO SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: ,p,ED ,gpcl DATE: DESCRIPTION: � o�\o . Nc 'y03/05/21 fcoMr✓iu�rvrnon A-f-bUILTYITI. PLA/y 07/2321 m7T Or mrALTM,/USMvjion 08/1621 Rr./ 04fL TO nOTICE#1 09/16/21 RF/PO/J/r TO nOTICI_#3 /A-0 45UI T 5 TY 10/18/21 Rr./Pon/erononce#a `,•.•V ?p' '> 09/07/22 Af bUILV s r1 CAD FILE NAME: 5G,4LE _ l" = 80f�,f ,��.`ti� PSE✓N s�''�, \' v � - 20-2075—X/'ITI._A5Fjuilt NEMSCHICK S>I LVE RMAN ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT : ". ..the business of ARCHITECTURE." RM 10�29/2020 20-2075 _...._. ................. - - _ - -..._ - _......__... -.._..- _ X LA/yE - IA RM ------------------------------------------...... ........._.---......... ----------------..------ .........._ ......_..........._........... _.. ...-----------------------------------. - -------------. .........._...._..._..........._........-....._.....-. � - - _ SCALE: DRAWING NO CUTCHOGUr-, Ay .._....__......................................... ..... _...........................................---------- .....-.. ..... ...._............................ _.._._.._._.........._-___.. _.._........._.................�_..._.. ........ ._........_......---......__..... ..................... __.......................---..........- ..........................---..------._. OWN 66 EAST MAIN STREET, f./� PATCHOGUE, NEW YORK 11772 DISTRICT: . SECTION: BLOCK: LOT: DRAWN BY: amma Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com COPYRIGHT 2021 NEMSCHICK SLVEI2�AAN ARCHITECTS P.C. 1000 96 2 10.1-10.2 LL REFER TO SHEET PP-2 FOR A5-BUILT INFORMATION. / SEP 12 900' ---�' � ,_---_------__--'' --_---- �--- -------------� �:`: . AA 7TR,MA IN P1�m ' X LANE + - 556 _ r� — T S 56'22'1 E — i — \` — 64. 100 C4 to to nA n4 FRONT///ARD SETBACK =I 60'-0" II E tD • W c�7 ----------- N ------- , 1 I f f I FALLOW FIELD FALL+FIELD I / _ I / / / I `5.6.T.M.No. .' S / r ------------� it I 1000-61b-2-10.1 —.'• O -}— r RE5ERVED AREA I 1 1 I 1 I ,I I (DEVELOPMENT RIGHTS INTACT) ' I AREA: 80p00 5F(1.84 AC) I I ' I FALLOW FIELD SO ':' o I I , \\ ---- wo/F CON,- C14 '_-_ L- �/ I 1 `\\I t \\ ANN MARIE Tom EVOCABLE LIVING TRJ5T 1 IVOIF `\ ! I ►I ,�''- . ----------I \ _ GUTHOGUE FIFE V15 T \ Y I \` (DEVELOPMENT RI6HT5) SEP 2 2023 _ \\ , 1,0 \\ i J��y \� �\ NOTE: TMWE ARE N0 5.'.rPPAGE h 7FR5l1 WIN"FEETOF naE PLTh7,T)TN;i3Fff'T. AME. nEW AW W W RI5 \ • I I y PROPr�Trul N 4TER5 MTHIN 300 FEET OF \`\ I Ito `. i ' I , To"I - PROFL`RTYLIAE Ash n®?E ARE W)fU 5 MW/N ISO FEET OF nE FROFERrf LIW.. At7TE• n�ARE 119 N6'15 THIN \\\ + i �aW ` \ \ � \ , I50FffTOFTFEFR�MERrrL ;' ` Q _ ly \ 3ti AP W �\f \\ 14 / I N \`\ �\ / ! LOCATION MAP M Q I J ! \ ` 1 5.GT.M.No. Q \\ I �" S 56-25-48- E 1 \\ 562.18 p ! ! 1000-qb-2-102 • "` D1=VELOPMENT RIGHTS EASEMENT N 39 00 \ I \ \ `\ \\ \ (DEVELOPMENT R16HT5 SOLD) `\ \ ---- --- <-------_—_-- is 10.00 \ I \ \ 1 r \ \ ---- b AREA: 1,119,2132 5F(25.66136 AG) i \ `\ \ —'-7 �► / l l `\ ! `` ,`S ht• ,ds Faun API\j FALLOW FIELD i �`\ I FRONT YARD SETBACK = 60'-0" `\ -- -- , / ! i AO 1 , 0 AP / S ��6'2 48" E t DIRT - _ I Q \ ROAD `\\ \\` \\ `\\ \\ ! /I— \ \ ` \ DIRT ROAD cV \ \ DI7 ROAC of --- to Lai \\ Q \` \\ \ \\ � , APPROVAL STAMP \ I o \\ ( I to FALLOW FIELD II 1 W � 3 / q FALLOW FIELD \ir i - REAR YARD SETBACK �' 75'-0"' J SUFFOLK C-"`,U,'�TY Df=PARTMEIUT CF X-F LTH SERVICES N APPROVAL 01=CO"dSTRUCTEO WORKS 2022 H.S.Ref. No..C'-� -� '\ � oats SEP 1 7 . ---- --- /---------- — — — — — \ — — — — z AEOFFActow�IaD -=' --------------------------T----------------- ---------------------1�---------------- The sewage disposal and water�u �-1 pply facilities -" — — —�- -r at this loce"on h?ve been insogcted and/or \ N 56.36'48" W WO/F `\ `�`\, 1301.46' 3`'y t i certified by this Dopartmera or a;her agencies / and found t b� G.:Zf,7:ctcy. RHx GOF:P. \ `\ I f. 7 rtr �gar.V�f:^ NOTE: TI$IE ARE N0 9f.RFACE - / !MASERS Nm-:Wo FEET OF 7W \ 1 ! PROPBZTYLIA,F: 1 1 � I I J I - MOTE: nfW ARE AAS AH.L5 N6TH/Fl � ! / ` 1.50 Ff1-T OF nE PROFfRTYL#E A`7 Ap SEAL: ,�-�.�\ REVISIONS/SUBMISSIONS: DRAWING TITLE f FED �.� DATE DESCRPTKW os/osrzl 1C0mVJu15m1fAOn Af P�UILT JITE PLA/'I shy R o7/mi DC7r.Or. mr ALTm t%m o/i T L`" 08/16/21 R[/PO/VtTO/IOT1Cr#1 A 5__EU/L T 5/T /P�A �I 10/1/2) Rr_/PO4M TO AOTICt/S I � ".r�.,k+ x�� 10/1821 QF1POry/tT0/tOTIGC#4 G�A� [ptom� 09/07/22 A/*bUILTJ sc.4LE— I n— .9'—i/' \ — — %; " '° n/ _ ��. CAD FILE NAME: \-- 20-2075_X,/'ITE_A52)Uilt PROJECT TITLE: DATE: NSA PROJECT �: NEMSCHICK S LVERMAN ARCHITECTS the business of ARCHITECTURE." 8 HAI DJ FARM 10/29/2020 20-2075 L----- - ----------- - — — ------ - ------ - — - - X LANE NO SCALE: DRAWING NO.: --__. ---_-- - _ CUTCI�O0090/ GUE, /YY 66 EAST MAIN STREET, - — i PATCHOGUE, NE'JV YO K 11772 DISTRICT: SECTION: BLOCK- Phone : LOCK LOT: DRAWN BY: ..-. Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com COIzoz," ARarrECTs P-c- 1000 96 2 10.1-10.2 EL X56.0 � -- ` \ SFP 1 f tf] UTILITY POLE E26E OF BUILDING F V5E:• AGC. FOOD PROCE55IN677 \ \ ` / \ \ FF EL. 455VLF RIMEL. 42.0 ,\' N. `` BUILD/NGT l97'FXIST. \ RIMEL. 42.0' INV, Q. 3826' 4/.D'Y.I.F. ® GRADE Y.I.F. \ RIM a. 42.0 `\ F/NI5HED GRADE \ N. \ - — -------------------------- ---------------- ------- INV.EL. / zz '\ `\ 6'D/A. 5D-55 PVC® ---------------_------ ---38.76'VLF 114'1 L.F. 4/L.F ® d"D/A SDR 35 PVG®--- ------------- --- l/4N2F. = 1025"DROP 1/8N F. ------ --- _ / \ \ /L.F 5 L. A \ GLEAN-OUF I/8F.'/L. =0.63'DROP \\ \. \ \ INV. EL. 40.145'VLF 1500 GAL GRFASE TRAP INV EL. 3436'V.I.F. 1200 GAL SEPTIC TANK 1W. a. 3851'V.I.F. `\ BOT. OF TRAP® INV. a. 3426'VI F. BOT. OF TANK EL. 34 03'V.I.F. R.3426'V.I.F. 81-0N \ ` 6VIA.X 12'EFF DP.EX15T. \ / POOL 0�IVC; OF l� D04P57ER ENGL `\ UTILITY POLE WITH O.H LEACH ELECTRICAL SERI//GE GRAVEL DRIVEWAY ` LEAGHIIVG POOL T. P .LF.N / IRRIGATION PELL 5%000' N" 162'.2 5A N1 TA R Y00' --;W ' J SCALE= N.T.5. N. / RETAININ6 WAIL AND STEPS \ 14Taer,rDaiissMsvr, a' r�.�m PRVW Am U5b MK FAM45TAFD A /STORAFf/LLMM q� \ H.3,255 A , AREA 4154 5< \ 1 !"WATER LINE. \ GRAVEL DRIVEWAY \ / G 5ANITARY 5Y57EM NO. I LP 1 \ 5.G.T.M. No. F \ \ 1000-qh-2-10.1---_. _-_-- - ✓2.00 ``J _ ._ _ L l\ RES,=RVFD AREA EP I'WATER- BUBINMA;L;R k E E \ (DEVELOPMENT RI6HT5 - - 10O \ \ \ INTAGT) J `\. AREA: 80,000 5F (1.84 AG) © �* \ COMMERCIAL BAKERY,A5 A V5E l5 50LELY MEM2ED FOR 5ANITARY DESIGN FLOW CALCULATIONS PEP, \ `' \ ORIGINALLY APPROVED DRAWING5, REFERENCE WMBER: C-21-0102 IT DOE5 NOT REFLECT TOWN OF SOI WLD ZONING CODE5 NOR ORDINANCES.A5 PREVIOUSLY AGREED, THE ACGE55GRY 5T/W 7M:ES U5E NOTE. THERE ARE NO STORM WA7FR `\ 5 Y O TYPE 15 ACG. FOOD PRGY.E55. so DRAINAGE 5Y57FMS WITHIN 20 FEET Ay. / m NO 5ANITARY AT A OF ANY 5ANITARY SYSTEMS. j ` GARAGE / © � GT ` H.5. REP. NO. 010-15-0002 FOR MORE INFO. .� ` \ \ \ �-- . APPROVAL STAMP S.G.T.M. No. -P 1000-g6-2-102 SANITARY5Y57Fhl NO. 3 DEVELOPMENT RI6HT5 EA5EMENT 5AI�ITARr 5-57FM NO 2' \ ` (DEVELOPMENT RI&HT5 SOLD) AREA: 1,1Iq,213.2 5F (25.6g36 AG) %/ �14gg.g d� i / , -\ / \ CUI 'oITY C_Snrt�'STiv ' �y .Cit,:FCLv,t•�� alt '' ;"ErJT OF HEALTH SERVICES � i ' i NOTE: THERE ARE NO 5URFAGE \ / A� 0 A OF CONSMUCTED WORKS M 7r-R5/ ITHINN 300 FEET OF THE �E. ;/ Date SEP 7 7 2022 H.S.Ref.No. FROFERthe djspesal and water Supply facilities at this icc3tian ha>>C b—cri inspected and/or / i/ •\`\ mrt?:n^d by this Department or o;h2r agencies ' NOTE.• THERE ARE NO NELL5 WITHIN ,\ 150 FEET'OF THE PROPERTY LINE �~td found t,be sati;,f4ctcry. y�i A POTAaLE WATER�APE NO FT. OF ANY PR0P05LV 5ANITARY SYSTEH. SEAL- !; •� REVISIONS/SUBMISSIONS: DRAWING TITLE. DATE DESCRPTUR 03/0s/21 JcoMc/nlerrrAOA Af-P)UILT PARTIAL PLOT PLA/`, 072'5/21 PUT.or MrALTM/UBMVjlc)tj 'irk C� 08/16/21 Rr/PO/t/tTOAOTICt#1 / 09/1621 t/t TO AOTICt#3 A 7/ A X 0 7 P/ AN / ,! �, A5-EU4L i .:i 3"� 10/18/21 RCJPOry/t TO/10T10E#4 I / � / 'rc' ��• f / 07/14/22 Al BUILTJ I , \ C/ 09/07/22 AI-BUILT AOT1CL#1 RFJPO/ry/t - -- 5GALE- l - 30'-0' o r��"' CAD FILE NAME: N / / � � }� ' , Op --- - - - -- -- _ =-`'' 20-2075_XATE A5built PROJECT TITLE: DATE: NSA PROJECT NEMSCHI(�K ILVERMAN ARCHITECTS 8 �IA/�Df FARM 10/29/2020 20-2075 COX LA/fl ". ..the business of ARCHITECTURE." CUTCHOGUE, NY SCALE: DRAWING NO: 66 EAST MAIN STREE _ - — -- - f,Jf=IOWN PATCHOGUE, NEW Y RK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: .,_, Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 0 COPnacffr 2041 NNSaM sLVMM ARMECTs P.C. 1000 96 2 10.1-10.2 EL PPI2 COMcheck Software Version 4.1.4.2 Envelope Compliance Certificate ,\SRED A'4C �.5 W. NF�sc'Si� Project Information �� y Energy Code: 90.1 (2016)Standard z°r Project Title: 8 HANDS FARM Location: Southold, New York �j 0.02 Q. Climate Zone: 4a � p Project Type: New Construction OF NES Vertical Glazing/Wall Area: 6% Performance Sim.Specs: EnergyPlus 8.1.0.009(EPW: USA_CT Bridgeport-Sikorsky.Mem.AP.725040 TMY3.epw) Construction Site: Owner/Agent: Designer/Contractor: COX'S LANE CUTCHOGUE, NY Building Area Floor Area 1-PROPOSED ACC.BUILDING (Workshop):Nonresidential 480 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value IU-Factor Factor(e) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -PROPOSED ACC. 480 38.0 0.0 0.027 0.021 BUILDING] Floor 1:Slab-On-Grade:Unheated,Vertical 2 ft.,[Bldg.Use 1 - 92 --- 10.8 0.537 0.520 PROPOSED ACC.BUILDING](b) NORTH Exterior Wall 4:Wood-Framed,16"o.c.,[Bldg.Use 1 -PROPOSED 170 19.0 1.0 0.062 0.064 ACC.BUILDING] EAST Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1 -PROPOSED 320 19.0 1.0 0.062 0.064 ACC.BUILDING] Window A:Vinyl/Fiberglass Frame:Operable,Perf.Type:Energy code 9 --- --- 1.250 0.310 default,Single Pane,Clear,SHGC 0.82,VT 0.76,[Bldg.Use 1 - PROPOSED ACC.BUILDING] Window B:Vinyl/Fiberglass Frame:Operable,Perf.Type:Energy code 9 --- --- 1.250 0.310 default,Single Pane,Clear,SHGC 0.82,VT 0.76,[Bldg.Use 1 - PROPOSED ACC.BUILDING] Window C:Vinyl/Fiberglass Frame:Operable,Perf.Type:Energy code 9 --- --- 1.250 0.310 default,Single Pane,Clear,SHGC 0.82,VT 0.76,[Bldg.Use 1 - PROPOSED ACC.BUILDING] Door 001:Wood,Swinging,[Bldg.Use 1 -PROPOSED ACC. 42 --- --- 0.040 0.370 BUILDING] SOUTH Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1 -PROPOSED 170 19.0 1.0 0.062 0.064 ACC.BUILDING] WEST Exterior Wall 3:Wood-Framed,16"o.c.,[Bldg.Use 1 -PROPOSED 320 19.0 1.0 0.062 0.064 ACC.BUILDING] Window D:Vinyl/Fiberglass Frame:Operable,Perf.Type:Energy code 9 --- --- 1.250 0.310 Project Title: 8 HANDS FARM Report date: 11/11/20 Data filename: P:\2020\20-2075 8HandsFarm\00_Admin\40_Code\20-2075_COMCHECK.cck Page 1 of 10 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter default,Single Pane,Clear,SHGC 0.82,VT 0.76,[Bldg.Use 1 - PROPOSED ACC.BUILDING] Window E:VinyVFiberglass Frame:Operable,Pert.Type:Energy code 9 --- 1.250 0.310 default,Single Pane,Clear,SHGC 0.82,VT 0.76,[Bldg.Use 1 - PROPOSED ACC.BUILDING] Window F:Vinyl/Fiberglass Frame:Operable,Perf.Type:Energy code 9 --- --- 1.250 0.310 default,Single Pane,Clear,SHGC 0.82,VT 0.76,[Bldg.Use 1 - PROPOSED ACC.BUILDING] Window G:Vinyl/Fiberglass Frame:Operable,Perf.Type:Energy code 9 --- --- 1.250 0.310 default,Single Pane,Clear,SHGC 0.82,VT 0.76,[Bldg.Use 1 - PROPOSED ACC.BUILDING] Door 002:Wood,Swinging,[Bldg.Use 1 -PROPOSED ACC. 21 --- --- 0.040 0.370 BUILDING] (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Project Notes ib s Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 90.1 (2016)Standard requirements in COMcheck Version 4.1.4.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date TOWN OF SOUTHOLD Project Title: 8 HANDS FARM Report date: 11/11/20 Data filename: P:\2020\20-2075 8HandsFarm\00_Admin\40_Code\20-2075_COMCHECK.cck Page 2 of 10 COMcheck Software Version 4.1.4.2 Inspection Checklist Energy Code: 90.1 (2016) Standard Requirements: 86.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section # plan Review, Complies? Comments/Assumptions & Req.ID . 4.2.2, :Plans and/or specifications provide all OComplies ;,Requirement will be met. 5.4.3.1.1, :information with which compliance :E]Does Not 5.7 :,can be determined for the building ' [PR1]1 ;envelope and document where :[]Not Observable exceptions to the standard are ; Not Applicable :claimed. 4.2.2, ;Plans,specifications, and/or ;E]Complies 8.4.1.1; calculations provide all information :Does Not 8.4.1.2, {with which compliance can be 8.7 -;determined for the electrical systems :[]Not Observable 4 [PR6]zand equipment and document where 'ONot Applicable ; ;exceptions are claimed. Feeder ;connectors sized in accordance with 3 -,approved plans and branch circuits ;sized for maximum drop of 3%. ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/20 Data filename: P:\2020\20-2075 8HandsFarm\00_Admin\40_Code\20-2075_COMCHECK.cck Page 3 of 10 Section Footing/Foundation Plans Verified; , Field Verified #• Complies. Comments/Assumptions &.Re .ID ', Inspection : • Value Value 4.2.4 Installed below-grade wall R- R- ;❑Complies ;See the Envelope Assemblies [FO1j2 1insulation type and R-value ;❑Does Not ;table for values. !consistent with insulation t ;specifications reported in plans i :❑Not Observable and COMcheck reports. ;❑Not Applicable ; 4.2.4 ';Installed slab-on-grade insulation r R- R- ;❑Complies ;See the Envelope Assemblies [F03]'2 itype and R-value consistent with 1❑ Unheated [JUnheated :E-]Does Not table for values. jinsulation specifications reported ;❑ Heated ❑ Heated 3❑Not Observable ;in plans and COMcheck reports. ; ❑Not Applicable ; 5,8.1.2 ., ;Slab edge insulation installed per } ,❑Complies ;Requirement will be met. [FO4]2 '!manufacturer's instructions. ❑Does Not f Y• 1❑Not Observable ❑Not Applicable 5.5,3.5, 'Slab edge insulation ; ft ft ;]Complies ;See the Envelope Assemblies [FO5]2' �depth/length. 3 ;❑Does Not ;table for values. t 3 ❑Not Observable ❑Not Applicable 5.8.1.7 ;Exterior insulation protected i ❑Complies :Requirement will be met. [FO6]1 :against damage,sunlight, " ,❑Does Not ; ;moisture,wind, landscaping and } ;equipment maintenance !, ❑Not Observable activities. i' "i❑NotApplicable ; 5.8.1.7.3 ;Insulation in contact with the f t❑Complies ;Requirement will be met. [FO7]1 ground has<=0.3%water 5'• ❑Does Not j absorption rate per ASTM C272. ❑Not Observable ❑Not Applicable 6. AA-.,5 .;Bottom surface of floor structures; R- R- ;❑Complies :Exception: Requirement [FO11]3 !incorporating radiant heating ;❑Does Not does not apply. ,;insulated to>=R-3.5. i ❑Not Observable !See the Envelope Assemblies ❑Not Applicable ;table for values. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/20 Data filename: P:\2020\20-2075 8HandsFarm\00_Admin\40_Code\20-2075_COMCHECK.cck Page 4 of 10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions & Re .ID. Value Value . 5.4,3.2 ;Factory-built and site-assembled ;❑Complies ;Requirement will be met. [FRl]3 =fenestration and doors are J❑Does Not labeled or certified as meeting air? -1 []Not requirements. ❑Not Observable ❑Not Applicable 5.5.4.3a Wertical fenestration U-Factor. U- ; U- ;❑Complies ;See the Envelope Assemblies [FR8]1 _ :❑Does Not ;table for values. ;❑Not Observable ; t ;❑Not Applicable 5.5.4.3b ;Skylight fenestration U-Factor. U- U- ;❑Complies ;Seethe Envelope Assemblies [FR9]1 _ :❑Does Not ;table for values. ❑Not Observable ❑Not Applicable 5.5.4.4.1 ;Vertical fenestration SHGC value. ; SHGC: SHGC: ;❑Complies ;See the Envelope Assemblies [FR10]1 : a❑Does Not ;table for values. 1 i 3 i 3 1 i ;❑Not Observable ; ❑Not Applicable 5.5.4.4.2 ;Skylight SHGC value. SHGC: SHGC: ;❑Complies ;See the Envelope Assemblies [FRl1]1 ;❑Does Not I table for values. ;❑Not Observable ❑Not Applicable 5.8:2.1, ;Fenestration products rated (U- ; •',r' ;❑Complies ;Requirement will be met. 5.8.2.3-,' :factor, SHGC,and VT) in i ❑Does Not 5.8.2.4,. ;accordance with NFRC or energy 1 5.8.2.5 ;code defaults are used. ❑Not Observable ; [FR12]2 i❑Not Applicable ; y , 5.8.2.2 ;Fenestration and door products ;❑Complies ;Requirement will be met. [FR13]1 :are labeled, or a signed and , 1❑Does Not ;dated certificate listing the U- �❑Not Observable ;factor, SHGC,VT, and air leakage i :rate has been provided by the ,❑Not Applicable ; )- , manufacturer. 5.5.3.6 ;U-factor of opaque doors ; U- ; U- ;❑Complies ;See the Envelope Assemblies [FR14]2 a associated with the building ;❑ Swinging ;❑ Swinging ;❑Does Not ;table for values. ;thermal envelope meets ❑ Nonswinging ;❑ Nonswinging :❑Not Observable ; requirements. k ;❑Not Applicable I i , 5.4.3.1 :Continuous air barrier is !❑Complies ;Requirement will be met. [FR15]1 :wrapped,sealed,caulked, ;❑Does Not ;gasketed, and/or taped in anLocation on plans/spec: ;approved manner, except in �❑Not Observable ;Al :semiheated spaces in climate ❑Not Applicable ; ;zones 1-6. Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/20 Data filename: P:\2020\20-2075 8HandsFarm\00_Admin\40_Code\20-2075_COMCHECK.cck Page 5 of 10 section " - ' # Rough-In Electrical Inspection: Complies? Comments/Assumptions &Req.ID 8.4.2 ;At least 50%of all 125 volt 15-and ',❑Complies [EL10]2 , '20-Amp receptacles are controlled by I❑Does Not ian automatic control device. s UNot Observable ❑Not Applicable 8.4.3 ;New buildings have electrical energy ;❑Complies [EL11]2 i use measurement devices installed. ❑Does Not Where tenant spaces exist,each ;tenant is monitored separately.In ❑Not Observable y buildings with a digital control system I❑Not Applicable ;the energy use is transmitted to to 'control system and displayed i graphically. Additional Comments/Assumptions: 11 High Impact(Tier 1) Z Medium Impact(Tier 2) 1,3- Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/20 Data filename: P:\2020\20-2075 8HandsFarm\00 Admin\40_Code\20-2075_COMCHECK.cck Page 6 of 10 Section Plans Verified Field Verified.; # '.Insulation Inspection Complies? ` ' Comments/Assumptions, & Req.ID •Value., Value 4.2.4 ;Installed roof insulation type and ; R- ; R- '❑Complies ;See the Envelope Assemblies [IN2]1 ;R-value consistent with insulation E] Above deck :E] Above deck ;❑Does Not ;table for values. ;specifications reported in plans ;❑ Metal ❑ Metal ❑Not Observable ;and COMcheck reports. For some ,ceilingsystems,verification may ;❑ Attic ;❑ Attic ;❑Not Applicable Y Y , ;need to occur during Framing ; Inspection. ; 5.8.1.2, ;Roof insulation installed per ,' ODoes Complies ;Requirement will be met. 5.8.1.3 manufacturer's instructions. i' Not [IN3]1 ;Blown or poured loose-fill ;insulation is installed only where C•'' bNot Observable , !the ceiling slope is<= 3:12. ; ;"i❑Not Applicable ; 4.2.4 ;Installed above-grade wall ; R- R- :❑Complies ;See the Envelope Assemblies [IN6]1 :insulation type and R-value ;❑ Mass ❑ mass ;❑Does Not ;table for values. :consistent with insulation ❑ Metal 1❑ Metal ;❑Not Observable ,specifications reported in plans and COMcheck reports. ;E] Steel ❑ Steel ;❑Not Applicable ❑ Wood ;❑ Wood , , 5.8.1.2 ;Above-grade wall insulation ❑Complies ;Requirement will be met. [IN7]1 :installed per manufacturer's # ❑Does Not instructions. t UNot Observable ❑Not Applicable 4.2.4 ;Installed floor insulation type and ; R- R- ;❑Complies ;See the Envelope Assemblies [IN8]2 " z R-value consistent with insulation 1❑ Mass ;❑ Mass ❑Does Not table for values. ;specifications reported in plans ;❑ Steel 1❑ Steel :❑Not Observable ;and COMcheck reports. ; t { E] Wood 1 EJ Wood ;❑Not Applicable , 5.8.1.1 .,J Building envelope insulation is 3❑Complies ;Requirement will be met. [IN10] labeled with R-value or insulation 3❑Does Not ; ;certificate has been provided ,listing R-value and other relevant []Not Observable data. f ;❑Not Applicable ; 5.8.1.9 ;Building envelope insulation ! : y❑Complies :Requirement will be met. [IN18]2, ;extends over the full area of the f❑Does Not component at the proposed rated 1 r R or U value. ;❑Not Observable t Not Applicable ; 5.8.1.4 ;Eaves are baffled to deflect air to ;❑Complies ;Requirement will be met. [IN11]2 ; above the insulation. '. 10Does Not . : ❑Not Observable ❑Not Applicable 5.8.1.5 'Insulation is installed in j❑Complies ;Requirement will be met. [IN12]2' ;substantial contact with the : ;❑Does Not yinside surface separatingLocation on plans/spec: al ;conditioned space from °:" [:]Not Observable unconditional space. , j❑Not Applicable ; 5.8.1.6 °' Recessed equipment installed in #' i❑Complies ;Requirement will be met. [IN13]i ibuilding envelope assemblies i $❑Does Not does not compress the adjacent ;insulation. i❑Not Observable 1 # .,❑Not Applicable 5.8.19.1 :Attics and mechanical rooms I '�❑Complies :Requirement will be met. [IN15]2 , shave insulation protected where : „ ,❑Does Not adjacent to attic or equipmenty 2 �Location on plans/spec: al access. , 1❑Not Observable i C ;❑Not Applicable ; 11 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/20 Data filename: P:\2020\20-2075 8HandsFarm\00_Admin\40_Code\20-2075_COMCHECK.cck Page 7 of 10 SectionPlans Verified' Field Verified . # Insulation Inspection; Complies? Comments/Assumptions Value .- Value ° 5:8.1.7.2 ;,Foundation vents do not interfere; , ❑Complies :Requirement will be met. [IN16]2with insulation. ❑Does Not :; ]Not Observable }. i❑Not Applicable 5.8.1.8 ;Insulation intended to meet the ❑Complies ,Requirement will be met. [IN17]3 roof insulation requirements r t❑Does Not rcannot be installed on top of af „ ❑Not Observable :Location on plans/spec: al .;suspended ceiling. Mark this requirement compliant if ;❑Not Applicable ;insulation is installed accordingly.9 Y•I Additional Comments/Assumptions: 1 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13:1 Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/20 Data filename: P:\2020\20-2075 8HandsFarm\00_Admin\40_Code\20-2075_COMCHECK.cck Page 8 of 10 Section # Final Inspection Complies? Comments/Assumptions & Req.ID 5.4.3.3 ;Weatherseals installed on all loading ;❑Complies ;Requirement will be met. [Fill' dock cargo doors in Climate Zones 4- ❑Does Not 8. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/20 Data filename: P:\2020\20-2075 8HandsFarm\00_Admin\40_Code\20-2075_COMCHECK.cck Page 9 of 10 Project Title: 8 HANDS FARM Report date: 11/11/20 Data filename: P:\2020\20-2075 8HandsFarm\00_Admin\40_Code\20-2075_COMCHECK.cck Page 10 of 10 COUNTY OF SUFFOLK DEC 1 U 2021 OBUILDING DEPT. TOWN OF SOUTHOLD STEVEN BELLONE SUFFOLK COUNTY ExECUTm ! DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN,MD,MPH,MBA,MSW Commissioner i f PERMIT CONDITIONS Health Services Reference# Project Name F HANDS FAIRM i ' I ! The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than 1 Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. , Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of i ! the complete design. The permit (plan) expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed bV the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described mi Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-081). It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage ! disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage ; collection and disposal systems,water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the j acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours i in advance to schedule an inspection by calling 852-5754; and excavation inspections must also be i confirmed by calling 852-5700 prior to 9:30 a.m., the morning of the inspection. Article VII of the Suffolk County Code, "Septic Industry Businesses," requires that all installers of septic systems within Suffolk County shall possess a valid license from the Suffolk County Office of Consumer Affairs. This office can refuse to perform inspections or grant final approval for the construction of projects that are installed i by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings,or for the use of sewage disposal or water supply systems. I ' SEE PAGE 2 . t WWM-016 (Rev. 2/20/19) Page 1 of 2 HD Ref.No. 21-C51 d Z, Project Name H A N&S FARM CONDITIONS FOR OBTAINING FINAL APPROVAL'OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences (Form WW1\449). ❑ Excavation Inspection by the,Office of Wastewater Management prior to installation.of any leaching pools to determine acceptability of.soils. (Call 852-5754 to schedule an inspection and confirm by calling 852-5700 prior to 9:30 a.m., the morning of the.inspection.) XSatisfactory inspection by Office of Wastewater Management of the sewage disposal system/sewage. treatment system..(Call 852-5754 to schedule an inspection;) Satisfactory inspection of the water supply system by: Office of Wastewater Management(Call 852-5754 to schedule an inspection.) Office of Water Resources,Water Quality Unit(Call 852-5810 for inspection.) ❑ Satisfactory inspection by the Office of Pollution Control(Call 854-2502 for inspection.) ❑ Storage tanks ❑'Other: Application for a Food Permit to the Food Control Unit(Call 852-5873 for instructions.) Four(4)prints.of an As-Built plan ❑ "Tap letter"from water district ❑ Certifications from the licensed sewage disposal system installer ❑ "S-9 form"from Suffolk County Department of Public Works(SCDPW) ❑ Sewer district approval of sewer line installation(for other than SCDPW districts) ❑ Well drillers certificate ❑ Water analysis ❑ UA.OWTS Operation&Maintenance Contract ❑ I/A OWTS Registration(form WWM-304) ❑ Certification of Sewage Disposal System Abandonment(form VvWM-080) Design Professionals Certification of Constructed Works (form WWM-073)for: ❑ Sewer lines and sewage collection.system F ❑ Retaining Walls(approved as part of the sewage.disposal system) ❑ Sewage pump station/valve chamber ❑ Sub-surface sewage disposal system ❑ Sewage treatment plant Water supply system Abandonment of Preexisting sewage disposal system and/o water suppl ❑ Other: ❑ Other: F H A-r .E)03 i i MG VJATC_t2 LI N A D -To C A2.E tit CC' !� WWM-016 (Rev. 2/20/19) Page 2-of 2 ........... ---- ........... ................. .......... ---—------------ REFER TO%-'_--FT FO-2 FOR YORK AREA DETAH-5 Ito ---------------- -------------------- 400 1_F X ------ i"4 t.1 = ------------4- - _ % C-&X L NE 556 S 56*22'15" E 64, CID 4 i FRONT SETBACK =1 60'-a"IF7 - N t tr) 0 1P FALLON FIELD FALL+FIELD i ti, S.O.T.M.K01 1;f 1000--%-2-10J RESERVW AREA (DEVELOPMENT RIC-MT5 IMA 6,T) AREA: eO,000 5F(I AG) FALLOW FIELD _�o R/O/F TAT AM MARIE 6CERLEP,REVXAf3LE LMW, WO/F Tam 0;� e01"$1`IOLD (DEVELOPMENT R16HT5) WHO&JE FIRE D1511ZIC/T NOM, Th_FWARENO&WACE NOTE; n1FZ1ARFW_5#�FAr6F cc WM MRF AR5 NO P&L,MMAI Tw- 50 FaT OF AR4,=NO?EU,5 f'1? Tri AO to LOCATION MAP 00 ;b tn e9 S 56-25-48- E 562.18 1000-1%-2-102 aT N 56*39,00.,\w DEVELOPMENT R16W5 EA5EM (DEVELOPMENT R16HT5 5OLU) —-.^.-.--»_._ -—-—-—-—-—-—- �v 10.00, 132 5F(25bq3b AL) 71 ry ##AREA. I,Ilq,2 ),0 0" FALLOW FIELD _BO A FRONT YARD SETBACK = _450,EC r 51 7E 5 AO vt (17 q6'2 �48" E 115} as .1 F-45TW6 DIRT ROAp P EX15TIN(5 DIRT ROAD iv N E45TINIO DIRT POAD ly U im C) F_ sr LSI V) APPROVAL STAMP 10- FALLON FIELD DEC 1 0 2021 Rmumm). 7 IT E C r7a"r F Otu T�_ - I "LD R.A CE u m", FALLON FIELD 1 _A� 0 R �4 r le REAR YARN SETBACK --TIJ 75'-0" )�,Fvq ,vv�'J� AtIr rQ rv\ F,im AL AP1-MVAL- Suffolk County DePftrtment of He3fth Services ' w 3 �\ '\` `\\ { Family 1, Approval for Construi'.tioll-()(her Than Single W�, W-!Z LISE�_� () Im M. Reference No Z M�E OFFALLON F/ff D -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—--—-—- -—-—-—-—-—-—-—-—- -—-—-—-—-—-—---•_._..__.....,.»_. SAKI. Mm— Use(s) f0mance with Su lk na_ 1301.46' ,e ptarj�, have been reviewed for gcneral cOn N 56"3648" W N/O/F t of 14ealth Services slandjr(Is,relatint water suppAY RHX CORP. Colinty Depa0men tences or§Ack and sewage disposal. Regardless 0f any Omissi011-s-ill`*orts'v� 40 ,jrUctiL)jj is re a-,Te with the at taclted 0 C. � q1fired to be jo accord f d tail con b MOTE, THEPE ARE NO W�41-ACE I pamitcondition,;andapplicable,standards unless specifitc.114' waiVcd V X4 TBZ5 MMIN_4W PiTT Cr TIE approval expire's 3 years fron, the approvd ilate" the Mpartment. Ibis 'cd- unless extended Or rcne%',, 7\ ti WTE. "ERE ARE No PEM-5 MTAW rr UV- 1150 ff ET CF nE PROFERTY Lm Sul acivanc.,% Reviewer ar• 'nu CEJ! 8V�� _L �UkJ, 44 Approval Date A0 0 SEAL- W-MONS/SUBMISSIONS: iDRA G TITLE Al DATE: DESCRPTK)K 07mr-1 PR0P0Jr_1)./1Tr PLA/i ()fV1f*)/21 Rtrmllma TO AMU#i j Pt,/T"'TTO A01,11Ct CAD FILE NANE: 5CALE Do�-O` 20-2075XAM ........ ........ ...... ...... -------- --- PROJECT TITLE: DATE- NSA PWJECT NEMSCHICKZ'SOLVERMAN ARCHITECTS 8 MAIVY fARM the busmess of ARCHITECTURE." 10/29 20 20-2075 Im . . .... ........................ ................ .............................. ..... . ....... ............ J1W ...........-------- COX LA/iL SCALE, DRAWING• NO.� C-UTCHOGUE, AY rFR,( .54 In -77R ......... ............... ...... .... .............. ............................... 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SF f 1 5F WA t�t1A N/A kE,,�1DEME 3c OPP 6PD - 500 GPD FJC{S7IN67 { (4 BEDRt�MSJ SANITARY SY57EM N4. 3 `. D05T. L�`�7FR FX15'T. VTILITY P6..E r � SANITARY LOAD GREY LOAD HYDRAULIC LOAD FX}STi,NG I�TA}1�1'}NG 1�11.L `� /"� 14,.5}6 5F I�5F O.Q 5F �f80:�F L�l.�5F .--'' AW S7- ' TO RE'��AIN: �\ ENGL05M(P " kY7774 0.11 ELECTRICAL ( 84720 GPD $488 GPD 94206 GPD IN5TAU W- TEF OFF COME677ON r GRAYEI DRILY FRnl4 REL.O A7FO PYA TEF'LINE TO (TO REMA1, 3 �5: B(f}LI�1' { FOR t 1„"HA7FR L} 3 \ !� E,5TIW- ;ITE COVERAGE: 14,.516 5�"(I2I�J CLEAAWr REOUIREP FOR ALL COI- R, IAL IN5TALLATION5 ALL EXI5TING IRRIGATION 1�'- L5 ARE FOR IRR16A710M ONLY AND PROVIDE 2'MIN. OF CAST IRON PI.�'RE / Pk_99P0055ED S,='TF CovERAG.F: 1�9If 5F(T22%) TYPICAL. 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FA1 I AREA �C TANK =2X DI�=51GN f�.ON=BUILDING 12'+BJILIING 9�'X 2 A A1�IA.E FLOW 172 BA AD-TED LOT AREA: ' .�.Q GFV t 40.32 t 19.2 t q.6 6�X 2 =230.24 GPV F F ,EL. 45.3`AREA: 4W 5F fr' ,� SITE AF'FA: 275302 AG(I,I99,2{55 SFJ LEAGNIA45 POa = lX D 51GN FLON/1.5 5F/I7AY AG,RICIIL7U AREA = t-250930 AG(4-1,11,1,21526 SFJ 11412 GPD/1.5 5FIDAY- 7441 GPD DA5HED LINED OF E"X15TI.VG FOOD '`� EXI5TINC 1-5TOR)r •a EX 1,200 GAL. EP17C TANK'W DIA.X 5'DP, 4'EFF.L'�PW T RXA� TO BE RE{�QVET?FROt4 51 TE r t, •` FRAME'j91-06, AD M7E2 LOT AREA = 51 T E'AREA - LAW AREA WCRG'� 16E: 1 GAL. GRF45E' TRAP(8'DIA.X 5'DP 4'EFF. MIX FARM STAND ~Y� 1.84 Ac(79,X48 ) = 2753 AG(1,199,275.5 SFJ - t-� 1 AG(t-{,111,213216 SFJ 1-bVIA. X 13'EFFLLE l4 5ANITARY tkAC lW P0a FROPC�'.. P CLEAN OtIT TO 5E 1000 � 1NI1�IM CQN,i�EF'GtAL GY57E7�1 MINS FRGM NATER'L1,'E PER VA5I;ED / =&E/GO"N�` -�M.. "? �J FX�'TI � {* �-`R' _ 6OtJ GF'L7/AGi�X t-184 ACRES = lIQ4 GFS,4LL0{� � CIRCLE: aL=E DETAIL Zi? -3 F�.'7r2 r-VE FF FL. ;�1.,2� \ � Iw.K'ISTIr F�r:- � AL LO ABLE HYDRAULIC FLOW= 1,104 GPI? EXI5TING 5AN{TAR)5)57FM NO, 3 -NO 6HAk5E5 1NFCJ '� FOR BUILDING E -u5E �.1NG-4 BEVROCH AREA: 4,204 5P { DRIVE NAY(}O R MAII J EXISTIM5,5ANITARY 5Y5TEM tV.1-W CHAW E5 (-riff BYlLVlW-, A'BREAKDO1' ,AREA GQ�6555y, 'FLQI^i GNARTJ FOR BUILDING A'-166 HIAED 5EPT1G TANK = 2X DE516N FLAN r 3 ` (5EF LVILVING A'BRI OWN,AREA FLON CHART) 3C.�Q G�X 2= Q 6PD 1 O Rr�.9A13 ' ``• -`.. -- GT '\ (TOR'?" �A,�4'IT�1�'Y SEPTIC TANK =ZX LE516N FLOI�tt LEAGNIW-7 POOL = IX DE5 6N FLAN/45 56VAY Z� � YST f r 1 522.9f>GPD X 2 = 1,045V GPD 30.0 6FV/1.5.5WAr=2000 GFV LP GHA1�'C LEACHING POOL = Ix DESIGN FLON/45 5F/DAY \, 5.G.T.K No. � `� , C3���• �'' � �. 522.9&6PD/1.5 5F0AY= 34'8.64 GPI 155 1,200 GAL. 6R545E TRAP(8'DIA.X 5'DP, 4' F_i' EX I�GAL. 6REA5E T'R'AP'(P DIA. X 6'DP,5'D=F:Dfi" i - S771A. X 13'L�L�'TH 5ANI7ARYLEAGt1/ISG PQc'�L '�,F ••..,,� P�R� A�'+ "�` .�' ! � ,RELG,',�.''A7ED NO{' BIB 6^1A7ER LINE � i,2f�GAL.5E7"'T1G TANK(8 DIA. X 5 17f'; 4 E'Tf. LE�IJ (M1N{I�lM G014I�I£�CIAL 5Y57FMJ (DEVELOPMENT R16HT5 _ _. kTER'L ME TO F ' .� I -8221A. X 13'EFF.DEPFH 5ANITARY LEACHING POOL < _' BUILDII� G. e PR'QPO�577E H7'G'RAtk1G FLON = EX15T.5Y5, No.1 t EX157 5Y5 IN2 t EXIST. 5y'S No 3 INTACT) 3 © , 127.68�=522.10 GPD t 104.7.2 GPO t 3OG?O GPIs E AREA: bOPOa 5F (1.84 AG} �, 3 FX1 aJI,�1 2-ST:QR , F'RQPQS�.D SITE HY�;�AtIL1G FLON = 127:68 GF'p 5D fig ,, EX15TIN6 EI.GE OF GR,4VEL �51F ' E i? r�lA1N' NOTE 77r' E ARE NO GTG RM {A7ER EX1 aT. GTORM POOL. '"' *y+ DRI SAY(TO REMAIV � Y D F""ELEV. *1-44.41 DRAINAOE'5YS7L=M5 H1TNJN 20 FEET � � --� � NO 5Ah!rTAR Y AT '��� \10, AREA.- OF ANY 5AVTARY 5r5 7&5. EX15TING 1-STORY'FR BLDG EXISTII GARAGE t} : crams MAkIRrO H.5, REF. NO. 010-I5--0002 FOR MORE IN40. (T0 REMA11� ,� � � � (TO REMAIN' FRF EL. 42.5' \, : l 7 5T ti AREA: 544 5 ` AREA: 1,006 5F /r' rsc, t .'" �' rte,5T \ p I T1 S �ANI7A.RY � �"� � \. `� LP , APPROVAL 5TAMP 1000-q6-2-10.2 r NEIL'5L? 5 5ANITARY LINE' TO e ` /f �' s, DEVELOPMENT R16HT5 EA5EMI�NT � EXISTING FRAME B11LDINO �XI.aT II _SANITAC�Y �i fl , ~`\� YST M h'0 � CONNECT TO EX15T 5AN. 3 (OEVELOPMENT RI6HT5 SOLD) t6E. SHEEP BARN 5Y5T EN 2 a AREA. 1,111,213.2 5E (25.036 A6) .� (TO REMAIN) / FF EL. 4.2.5' NOTE: MAINTAIN A 5 6 AP r NO HATER OR 5ANITARY XTHIN 2O'OF'5E'PTIG 5Y 701 FI.�AT1� TO P PROP IN 1 LEL: OVER / A } C� ii 20'LAVAL D67AI E( rr FOR �' N07E: r.>R'ARE NO SOFA=;F ``e .� '"� f SUFFOLK COUNTY D.E e7111AE LT OF HEALTH SE �.'�rI�:E ALL PROP, 5AN1TA,J'Y GY57�f5) M / PROPER,-,- M IWC FEET"QF T / P � rED NOTE': WERE ARE NO&i5 r5.=77.Vh � � J SEE R.ANl �C t, -J-0r. „ Fm SPECIAL CO1I DITIONS 150 FST OF Tt E PROF�;RTY LitACE r , , \ '�-�. •/ �A� 5 ThERE�1�I�POTABLE ANY .��, r� PROPOSED 5ANITARY5Y5T8=7! •,� f {nr' SE-AL: REVISIONS/MMONS, DRAWING TITLE DATE: [3ESC;lMCft d�.. �� :1" s. r G � PROPOVED PLOT PLAT{ f{sf 3 4.. %' i'�r' Fa:.?�€./L1t't}1,=_'1 f FAR T -kL "7F�-AN - * - u * f0 c1tD FILE NAME: SCALE' - I -- .3O O /i ! 20 2C}75_?,ATE 1EMS �-fl K :�IL�'ERM>�N ARCHITECTS pRo. cr TITLE. � DATE: � � �Rv� CT *: . tie business of ARCHITECTURE." 8 E�AI'112,f 1=AG�}`1 10/29/2020 WM 20-2075 COX LA/Ir m _� _ GALE h CUTCNoc-Jr- >ryY �� EAST MAIN STREET, DISTRICT: SIc� e�Qclt: LOT: �DRAWN BY: «�» PATCHOGUE, NEWYORK 11772 Phone : 631 563 2130 Fax : 631 563 2139 vAvw.ns-arch.com 0 COPYRW 2W KNeCHO(SLVEMAN AROV:cts RQ 1000 96 2 10.1-10.2 EC F F EDGE 4F PROS MILL W t=' C5E. ACC. FOOT)PROCE551NC EX157: RIM EL. 4.24' --FF EL.. 455'VLF —EX15T CONVE6TIOY LfI PR4PME9 INV. EL, 41.0'Y.f.F RIM'EL. 420' r4 f1171NC V EX15T. INY. El-6q, a GRAOE VI.F. 6" X157 RIMEL.L. 42.4` _._._ _ b"DIA. 5l.35 PVC _ –_==` –.» �'w –__ ___ 36.76' ! •: U4"JL.F 41 L.F. " _ -- F' C IA PROPC 7 CLEAN-OUT It8"l�.F C?fid"DRC ' EX15TIh� 1540 GAL EX15TING INS/., .. � ����� GREAS,E TRAP 39.36'1!I.F L�'15TINO l2C�J CA.L .5X!57: IN3�' E!.. PTIC TANK 36.,51'VI.F BOT OF TRAP� L:XI5TN61w. FL. EL. _14.0.3'VLF 3926'V.I.F BOT Cry- TA:4',<0 j.'rotw a)$"ter I o z .r f fa, x 12'6T Lr .. ,R „� EX,5r. L.EAClI1Nvn. 0 110 (7 OF U EX15TIW7 LEArffN le 1 l TQM A/0._.;7" SCALE = N.T:5. 51'Or5'ER OR SUITABLE COVER Ew RV6 TO&RA0E �-- 55PER PIPE 45°ELf�J6S5 AL7fRM47E "A' APPROVAL STAMP 57MTR OR 50TABLE COVER PUcIC7 TO GRADE a c L'CGI.I.iT' �E t IwIN7,OF HEALTH SERVI ES XkOF ER PIPE E ��;;fir ��^yyp�ppAPPP OVED 77�� R.SEEI�RAWI�i NG# OF FOR SPECIAL CONDIT ONS REVIE'� ER'S INITIALS: r ALTERNATE LJ" I. CLEAN lr(V.00ATEP IN 7RAFF/6 A.RE45 5t1ALL BE PROVILW X1Tt1 TRAFF16 BEARIIS FPA.ME MV COVER .2 IN ALL VIM,AL TFFM TE "A 15 FOR BENZ,,AL 7FW 7E V f5 FOR 16E h'1774 L/IMINia EX7EN514 60%6—CTf01'V. SEAL: C2EV'SIONS/StMISONS: DRAW- iG TITLE: R DATE: DESCMM < TA a _ o5/L�a'21 J�.E3^J'tea^t:floor: f.,:'` :., 0712�r g ULPT yr MCA L�E ,JiT D T�1 / /Z. 0111/14121 Rr./'VO4ft.TO AOIX.'t#1 N r5 ` CAD FLE NAME: 2075 PP-1 __...._. ....... . __ _ ......_ __.... . __...__._._ .. _...____ _ . ...... .. . c _PoO.EcT TITLE: DATE NSA PzaET EtSCNICClL /ERNAN ARCHITECTS 8 NAM J rAPM 20-2075 ...the busine8s of ARCHITECTURE" 10/29/202 .............................. ...... ....... - —_ w_ ...........w...... . CLF A NO :2:9/2020 Ur—, ti>"' 66 EAST MAIN STREET, PATCHOGUE, NEIN YORK 11772 DISTRICT: SECTK� BLOCK: LOT: DRAWN BY: ..,.. Phone : 631 563 2130 Fax : 631 5632139 wwwns-arch.com 0 ccPYRGfl zon WWOiCK SUEEIMM AMM=rc. 1000 96 2 101-10.2 Cr 9 GENERAL NOTES CONCRETE FINISH NOTE5 1. ALL WORK 15 TO CONFORM TO THE RULE5 AND REGULATION5 OF THE 1. ALL CONCRETE WORK 5HALL CONFORM WITH THE REQU/REMENT5 OF THE 4. BEAM CONNECTION5 5HALL BE DE5/6NED TO H17H57AN9 ONE-HALF THE 1. PAINTING OR INTERIOR FINI5HING 5HALL NOT BE DONE UNDER CONDITIONS LOCAL BUILD/NG DEPARTMENT AND THE N.Y.S RE51DENTIAL CON57RZTION AMERICAN CONCRETE INSTITUTE A.G.I. 3/6 LATEST EDITION. MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF_5XH WORK. CODE. NO NOTE OR DETAIL OR LACK THEREOF 5HALL BE CONSIDERED 2 CONCRETE CONTRACTOR TO 5ET AND PLACE FORM5 WITH STRICT SPAN CONDITIONS 5HOWN OR THE LOAD INDICATED ON DRAWINGS, WORIMAN5HIP,WHICH 15 J/)DGED LE55 THAN FIRST QUALITY BY THE rARMA5 RELIEVING THE CONTRACTOR FROM EXEGUT/ON OF ALL WORK IN ATTENTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVATIONS. WHICHEVER 15 GREATER. ARCHITECT,W/LL BE REJECTED. AC•GORDAACE W/TH ALL STATE AND/OR LOCAL CODES 3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATE5T 5. WELDING SHALL BE IN ACCORDANCE WITH Ah(5 5PEGIFIGATION5 USING 2. SUBMIT COLORS TO THE ARCHITECT, FOR APPROVAL. HA/i 2. ALL ELECTRICAL WORK TO BE FIRE UNDERWRI7ER5 INSPECTED AND A.G.I. 5PEC/F/GATION. E70 XX ELEGTRODE5. 1) APPROVED. SUBMIT CERT/F/GATE T,0 OWNER UPON RECEIPT. 4. ALL TEMPERATURE REINFORCING 5HALL BE SUFFICIENTLY EMBEDDED TO 3. PREPARE 5URFAGE5 TO RECEIVE THE 5PEGIFIED FINISH. TAPE AND SAND 3 ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL 5ERV/GE AND PARCEL DEVELOP FULL 5TREN57TH IN ALL CONCRETEWALL5 AND 5LAB5 6. ALL BOLTS SHALL BE A5 TM A-325N AND 5HALL BE INSTALLED TO A SNUG 5MOOTH GYP50M BOARD TO RECEIVE THE SPECIFIED FINISH. PAINT GRADE FOR ADEQUACY IN PROVIDING NEW ELECTRICAL INSTALLATIONS A55 PROVIDE ADEQUATE TIES FOR ALL STEEL REINFORCED IN SLABS, BEAMS, CONDITION A5 DEFINED IN A 15 5PECIFIGATION5. WOODWORK SHALL BE HAND SANDED BETmEN COATS AND DUSTED GLEAN. 5HOWN ON THE PLANS. UPGRADE, SERV/GE, METER AND PANEL A5 MAY P/ER5,AND WALL5, REINFORCED TO BE HELD AT CORRECT DISTANCE FROM7 /� 5HALL BE CURRENTLYCERTIFIED. THE FOLLOW/NG ALL HOLES, PITCH POCKET5 OR SAPPY PORTIoN5 SHALL BE 5GRAPED AND BE REQUIRED. FORM5 AND EARTH BY 57EEL CHA/R5 OR TIES 5HELLACKE9, CERTIFICATIONS ARE ACCEPTABLE: NEW YORK 5TAT NEW YORK CITY COX 4. ALL PLUMB/NG WORK TO BE IN 5TRIC T ACCORDANCE W/TH N.Y.S CODE 6. FOLLOW G.R.5.1. RULES FOR PLACING ALL REINFORCING 57EEL AND DEPT OF BUILDINGS, OR TESTING LABORATORY CERTIFICATION TO THE AWS 4 FILL GRAGK5, HOLE5, IMPERFECTIONS IN EXISTING WALL5, PARTITIONS, OR LA/Ar- AND ALL APPLICABLE LOCAL REGULATIONS. ACGE55CR1E5. GODS. GYP504 BOARD WITH PATCHING PLA57ER AND SMOOTH OFF TO MATCH 5 CONTRACTOR TO EFFECT AND MAINTAIN IN5URANCE, I.E. GONTRA6TOR5 7. CONTRACTOR SHALL 5U9MlT CONCRETE MIX REPORT WITH PAINTING ADJOINING SURFACES OR LAMINATE WITH I LAYER OF 1/2"GYF5UM BOARD LIABILITY,HORKMAN5 GOMPEN5ATION, COMPLETED OPERATION5, ETC. COMFRE55/ON TE5T RESULTS TO ENGINEER FOR REVIEW PRIOR TO TO ACHIEVE REQUIRED 5MOOTHNE55,A5 PER ARCHI7EGT5 INSPECTIONN, ADEQUATE FOR THE PURP05E0 OF W15 PROJECT AND FURN15H PROOF OF 5TARTING FOUNDATION GON5TRUGTION. I. ALL STEEL AFTER FABRICATION SHALL BE TNORG' HLY GLEANED OF RUST, 5 WIPE NEPY OYF9N BOARD.5URFAGE5 WITH A DAMP CLOTH J,6T PRIOR TO TOW/1 oryoUTHOLP SAME TO THE OWNER PR/OR TO COMMENCING WITH WORK. 6. REPRESENTATIVE 7E5T CYLINDERS 5HALL BE TAKEN FROM THE CONCRETE DIRT,,LOOSE MILL 5CALE,AND OTHER FOREIGN MATTER. AFTER GLEANING, APPLICATION OF THE PRIMED IN ORDER TO LAY FLAT ANY NAP WHICH MAY 6. EACH 5U9CONTRACTOR SHALL 5,9M/T A COPY OF H/5 /N5URANGE PLACED EACH DAY IN ACCORDANCE WITH CONCRETE SPECIFICATIONS STEEL 5URFAGE5 5HALL BE 5H0P-PRIMED WITH ONE COAT OF METAL HAVE FORMED IN 5AN91N5 PROGE55. COVERAGE(W0RKMAN5 COMPENSATION,LIABILIT)e,DI5AB/LITY) TO TESTING 5HALL BE PERFORMED AT 7 AND 26 DAYS PRIMEI:,AND ONE GOAT COLOR TO BE 5ELE5TE9 BY OWNER PAINT COAT5 SHALL BE FULL VETTING,APPLIED THOROUGHLY AND EVENLY TO THE6. UPON COMPLETION OF PAINTING WORK, REMOVE ALL PAINT FROM N4ERE IT THE OWNER PR/OR TO COMMENCING WORK. EACH 560RONTRA6TOR SHALL 9. ALL ME5H SHALL BE 5PLICED 50 THAT THE OVERLAP BETWEEN G'UTERMR5T SURFACES,AND FREE FROM SPRAY DUST,RUNS OR SAGS. HA5 SPILLED, SPLASHED, OR SPLATTERED ON EXPOSED ADJACENT SUBMIT LIEN RELEA5E5 PRIOR TO REQUE5TING FINAL PAYMENT CRO55 W/RE5 OF EACH SHEET 15 NOT LE55 THAN THE SPACING OF THE SURFACES. 7. CONTRACTOR 5HALL AT ALL TIME5 PROCEED WITH WORK A5 TO MINIMIZE 6RO55 W/RE5 PLU5 TWO INCHES, UNLE55 OTHERW/5E SHOWN ON THE 2 PRIMER 5HALL BE 05T-0-LEN 1069 RUST-INHIBITING PRIMER OR THE OWNER5 INCONVENIENCE,AND SHALL DO 50 IN A WORKMAN-LIKE DRAWING. APPROVED E00 VALENT SECOND GOAT-41ALL BE RU5T-040M 1060, OR 7 EXAMINE FINISH 5URFACE5 AFTER COMPLETION OF WORK INCLUDING MANNER. /0. ALL FOUNDATIONS SHALL BE GA5T ON UNDISTURBED OR CONTROLLED APPROVED EQUIVALENT. MILLWORK INSTALLATION AND PROCEED WITH "TOUCHUP"A5 REQUIRED. 6. ALL 5ALV46EABLE MATER/ALS AND EQUIPMENT INCLUDING FIX7URE5, COMPACTED 50/L HAVING A M/N/MUM BEARING CAPACITY OF TWO(2) TONS 6. PROVIDE ARCHITECT WUTN A MINIMUM OF(3)6"X lO"BRUSH-0UTS OF EACH 1;�)RAAWC7 ® / RAMA E UN AND DECOR ITEMS SHALL T STORED AND PROTECTED FROM 3. AFTER ERECTION, TOUGH UP ALL FIELD GONNEGTIO R AND ABRADED /� A55REVIA71ON5 DAMAGE UNTIL THE OWNER DETERM/NES THE COURSE OF ACTION TO BE PER SQUARE FOOT UNLESS OTNERW/SE NOTED(SUBJECT TO FIELD SURFACES WITH SAME TYPE OF MATERIAL USED FOR SHOP COATING. DOLOR AND FINISH FOR ARCHITECTS APPROVAL,AT LEAST 2{�EKS PRIOR TAKEN WITH 5AME. INSPECTION AND VERIFICATION BY CONTRACTORI. TO SITE APPLICATION. ON-51 TE APPLICATIONS 5HALL BE REQUIRED ONE A. AREA QTY QUANT/T1' 9. PROTECT AND MA/NTA/N EX/ST/NG UT/L/TY L/NES WH/GH ARE TO �D WEEK PRIOR TO FINAL ,APPROVAL. ARCH/TELT RESERVES THE R/GHr TO 5 yMBOL DE50R/PTION SYMBOL DE5GR/PT/ON A.B. ANCHOR BOL T RAD. RADIUS REMAIN IN 5ERV/GE IN 56GH A MANNER A5 TO AVOID INTERRUPTION OF lI HORIZONTALLY WHERE T IELEVATION5 B�o� VERTICALLY TO TWO I � LUMBER SHALL BE 50t6LA5 FIR LARCH NO. 2, FB = 67,E P5/, FV= q5 B'U'T ANY DOLOR/FINISH ONCE THE WALL TEST HA5 BEEN MADE. A.G.I. ACONCRETE MER16AN R.D ROOF DRAIN THESE LINES. UNLESS OTHERWISE NOTED,ALL EX/STING UTILITIES SHALL BE REGPT. RECEPTACLE P51,E = 1,600,000 P5/, MAXIMUM M0157ZJRE CONTENT<IgSY. q FIN15H UN9ER5/DE OF 50FF1T5(WHERE THEY OGGUR) TO MATCH ADJACENT IN5TITUTF REINF. REINFORCING ALTERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE 12. ALL RETAINING WALL5 SHALL BE ADEQUATELY BRACED DURING VERTICAL FINISH, U.O.N. A.D.A. AMER/6AN5 W/TN CONSTRUCTION TO MAINTAIN 5AFE7Y AND STABILITY. BACKFILLING 5HALL 2. ALL 5TUD LUMBER 5HALL BE DOWLA�FIR LARCH 5TUD GRADE, FB = 675 GOVERNMENTAL AUTNORITlE5 AND UT/CITY GOMPAN/ES HAVING.AJRISD/GTION NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED 9036 OF THE SPECIFIED P5/, FV= q5 PSI,E= 1,400,000 Psl, MAXIMUM MOISTURE CONTENT<19$. DISAB/LlTlES ACT DN. DOWN lO. INSTALL ELEGTRIGAL 51WITGH AND OUTLET COVER PLATES, SURFACE x SEG TION T�4G- SEE ELEVATION TAc7- ADH. ADHESIVE DR. DOOR 50 A5 TO GUARANTEE A COMPLETE INSTALLATION. DE5/GN 5TRENGTH. HARDWARE,ETC.,AFTER PAINTING AND/OR APPLICATION OF WALL DING. A5 NOTED X A.F.F. ABOVE 97L. DETAIL // CONTRACTOR 5HALL PROTECT PATCH AND REPAIR ALL EX/5TING WORK GOVERIN55 AND CARPET. X-X 5EE DW6. A5 NOTED FIN/5HE9 FLOOR DWG. DRAWING � 3. ALL WOOD GON5TR16TION SHALL GOMPLYW/TH THE NATIONAL DESIGN ALT ALTERNATE DWL5. DOWELS ADJ,AGENT TO H/5 WORK, OR DAMAGED A5 A RESUL T OF H/5 WORK l3. ALL CONCRETE SHALL ATTAIN A MINIMUM STRENGTH OF 3,000 P5/®26 5PE61FICATION FOR WOOD CON57RX TION,LATF5T EDITION. EA. EACH WHERE EX/5TIN5MATER/AL5 ARE TO BE MATCHED, CARE 15 TO BE DAY5. FG'UNDATION, 5LAB5 ON GRADE AND CONCRETE EXPOSED TO Il. MODIFY EXISTING FLOOR 5URFAGE5, TO RECEIVE NEW FLOORING MATERIAL5 ALJA UM. ALUMINUM ELF 5. EXTERIOR TAKEN IN BLENDING 4ALL WOOD EXPOSED TO COLORS AND REPLICATING ADJACENT FORMS AND WEATHER 5HALL BE AIR ENTRAINED WEATHER SHALL BE GGA TREATED IN TO PREVENT NOTICEABLE LUMP5 AND DEPRE55ION5. ANOL ANODIZED INSULATION . GONTG'URS. ACCORDANCE WITH AFPA STANDARDS 12. PARTITIONS AND MILLWORK TO RECEIVE 5TRAIGHT RE51LIENT BA5E OR A.J'LSI, AMER/GAN FIN/SH SYSTEM l4. ALL CONCRETE REINFORCING STEEL SHALL BE IN AGGORDANGE WITH ASTM FIN15H TAG- 5EE FIN/5H NNATIO ELEG./ ELECTRIC/-AL 12 BEFORE SUBMITTING ANY PROPOSAL, IT SHALL BE THE RESPONSIBILITY A-6I5 GRADE 60 DEFORMED BARS 5. ALL WOOD GONNEGTORS SHALL BE BY "5/MP50N; "TECO; OR CARPET, COVE RE51LIE-NT BA5E AT RE51LIE-NT FLOORING. VOW X AG- SEE DING. X-X LEGEND $ CEILING FIN. ELECT. OF THE CONTRACTOR TO FAMILIARIZE H/M5ELF WITH ALL EXISTING X-X f45 NOTED INSTITUTE EL.EV✓EL. ELEVATION CONDITIONS, MATERIAL5 TO BE MATCHED,WORKING 5PAGE AVAILABLE, APPROVED E�� 13. 5TAINE9 AND PAINTED SURFACES SHALL BE FIN15HED SUCH THAT JOINT5 LEGEND APPRaX. APPROXIMATE l5 WELDED W/RE MESH SHALL BE IN ACCORDANCE WI TH ASTM A-165 ARCH. A7EGT/ ENG. ENGINEERED 5AFE7Y PRECAUTIONS ETC. REQUIRED FOR THE SAFE AND EXPED/T1O)5 6. MEMBERS DE5/6NA7F9 A5 "GANG LAM"OR "LAMINATED VENEER LUMBER"OR ARE NOT V15/BLE WHEN VIED FROM ANY RE45ONABLE ANGLE. URAL EQ. EQUAL EXECUTION GF TH15 CONTRACT. FAILURE TO DO 50 W/LL NOT BE 16. ALL 5TR C7VRAL MEMBERS 5HALL BE POURED FOR THEIR FULL DEPTHS IN "LVL"SHALL BE MAMIFAGTURED IN ACCORDANCE WITH 5PECIFIGATION5 BY 14. WALL COVERING 5EAM5 SHALL NOT OGGUR WITHIN IN-C)"OF GORNER5. PLUMBING AVG. AVERAGE EQUIP. EQUIPMENT CA05E FOR EXTRA C05 T5 TO THE OWNER OR OWNERS REPRE5ENTATIVE5. ONE OPERATION CON5TRX TION JOINT5 5UGH A5 A DAY5 POUR JOINTS LOUISIANA PACIFIC CORP. NO 5UB5TITWE5 5HALL BE PERMITTED WITNO/T APPLY FABRIC 50 HALL 15 DIVIDED WITH A MINIMUM NUMBER OF SEAMS B.O. BOTTOM OF ETC. ETCETERA CONTACT THE ARCHITECT IMMEDIATELY IF FIELD CONDITIONS ARE 5HALL BE LOCATED IN THE MIDDLE OF THE 5PAN, MAIN REINFOR61NO TO ELE1/ATION A66E550RIE5 TA(5- DO ' BOARD EXIST. EX15TINO FOUND TO BE OTHER THAN TH05E SHOWN HEREON PRIOR TO PROCEEL7ING RUN THROUGH THE JOINT, KEY AND 1R000HEN JOINT5 TO EXPOSE THE OP51, F = APPROVAL. DESIGN STRESSES ARE A5 FOLLOWS: FB = APS WITH EQUAL WIDTH'PANELS, U.O.N. x-x BLDG, BUILDING 29S0P5/, FY=290P51,E= 2,000.OG?OP51 BENCHMARK 5EE A66-E550RIE5 EXP. EXPG5ED W/TN WORK AFFECTED BY SAME. AGGREGATE FOR CHEM/GAL BOND. 15 LOCATE IN75R5EGTION5 OF DIFFERENT FLOOR FINISH MATERIALS DIRECTLY B.F P. BACK FLOW EXT FRIOR . CONTRACTOR SHALL VERIFY ALL DIMENSIONS PR/OR TO l7. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT A5 SHOWN ON 7. 7HE ARCHITECT 5HALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR UNDER CENTER O DOOR5, U.O.N. LEGEND PREVENTOR F.D. FLOOR DRAIN I3 FABRICATION. VERIFICATION OF LOA05 AND BEAM 51ZE-5 WITH MFR. PRIOR TO ORDERING BLKd. BLOCKING FIN. FIN15H i4D/SGREPANGIES ERRORS OMISSIONS ETC. IN ANY PORTION OF THE BLK BLACK FIN. FTION THE DRAWINGS,W/TNO/T THE APPROVAL OF THE ENGINEER. AND MANUFACTURE. NOTIFY ARCHITECT OFANY Dl5CREPANGlE5, IN WRITING, 16• SUBMIT CARPET 5EAMIMC7 PLAN(I=oR BROADLOOV TO ARCHITECT PRIOR TO SH . ' EXTERIOR FIN15H TAG- BR6 . BEARING FIXT FIXTURE DRAW/NGS WH/GH ARE AT VARIANCE W/TH THE LAW ORDINANCES, RULES /6. MAXIMUM LEN5TH5 OF FOUNDATION WALL POW IN ONE OPERATION SHALL 5HOULD THERE BEA PROBLEM. ORDERING AND AT LEA5T(4)WEEK5 PRIOR TO INSTALLATION FOR ROOM ROOM NUMBER BTM BOTTOM FLR. FLOOR OR REGULATIONS,BEARING ON THE CONIJ/UCT OF THE WORK SHALL BE BE NO MORE THAN TWO CONSECUTIVE COLUMN DIM. OR 60 FEET ARGHI755T5 REVIEW AND APPROVAL. XXX TAA FX] 5EE EXT. NATERIAL BTA BETWEEN FRZ. FREEZER REPORTED PIROMP7LY T,O THE ARCHITECT. 6. THE CONTRACTOR SHALL BE RE5PON5/BLE FOR COORDINATING ALL LEGEND/517F GAB. CABINET FT. FEET/FOOT REQUIRED IN5PEGTION5 OF THE RO)GH AND FINAL FRAMING I7. METAL DOOR5, CONVECTOR COVERS, FRAME5 AND WALL5 A5 5PECIFIED, C.6.17 COMPACTED FTG. FOOTING 15 IF GONDIT10N5 ENCOUNTERED DURING CON5TRIUCTION DIFFER Iq CONCRETE CONTRACTOR TO BE RE5PON5/BLE FOR SETTING ALL ANCHOR TO RECEIVE A PAINT FINISH 5HALL BE PAINTED A5 FOLLOk6: GRANULAR FILL GA. GAGE FROM WHAT IS SHOWN ON DRAWINGS, THE ENGINEER 5HALL BE BOL T5 AND LEVELING PLATES q• REFER TO DRAW/NG G5-2 FOR DE5/GN LOA; GAL. GALLONLLON C'��' R.J GQNTROL JOINT 20. PROVIDE CONTINUOUS 2x6 TREATED 5ILL PLATE OVER TERMITE SHIELD GALV. GALVAN/ZED NOTIFIED IMMEDIATELY AND WORK 5HALL NOT PROGRE55 UNTIL F1R5T GOAT: LA7Ej(PR/MER GL. CENTER LINE ALL PROBLEMS ARE RESOLVED TO THE 5AT15FACTION OF THE " B ' ' : " DOOR Tf�G- PROPOSED INALLS G.G. GENERAL TIED INTO FOUNDATIONWALLS WITH 5/6 ANCHOR BOLTS 3-0 o.c. (l-0lO. ALL CONGEALED SPACES IN WOOD FRAMING SHALL BE FIRESTOPT'ED WITH SECOND GOAT.• LATEX EGGSHELL. DLG, CEILING MAX. FROM ALL CORNERS)WITH 10"min EMBEDMENT. PROVIDE SILL GONTRAGTOR ENGINEER. hIOOD BLOCKING AGGURA7FI.Y FITTED TO f�. THE OPENING AND ARRANGED THIRD COAT. LATEX EGGSHELL 5GHEDULE $ REFER TO FLOOR GLO5. CL05ET GD. GRADE TO PREVENT DRAFT5 FROM MOVING FROM DNE SPACE TO ANOTHER " OX l6. ALL SUBGONTRAGTORS SHALL BE RESPONS/BLE FOR F/LING AND SEALER AND GRGYfi 5/LL PLATE TO WALL. GLI;. CLEAR GL. GLA55 METAL DOORS FRAME5. $ CONVEGTOR5: DOOR 5[;HD. PL/�NS FOR 5/ZE COL COLUMN GYP GYPSUM 06TA/N/N52I• FLOOR 5LAB5 ON GRADE TO BE 4"POURED CONCRETE WITH 6x6/I.4X1.4 GA APPROVALS FOR THEIR WORK WH/GH MAY BE REQUIRED. . A PROVIDE BRID6'-0"GING o.c. MAX(50LID OR CRO55 BRIDGING). FIRST GOAT LATEX METAL PRIMER COI.;. CONCRETE H.G. HANDICAP l7. ALL 5UBCONTRACTOR5 5HALL PROVIDE ALL EQUIPMENT, TOOL5, FENCES, PYRE REINFORCING AND 5TEEL TROWEL FIN/5H. PROVIDE 1/2" 5E50ND COAT. LATEX 5EMl CX 055 ENAMEL COPD. CONDUIT ACCESS/BLE TRANSPORTATION, SAFEGUARDS,ETC.,AS REQUIRED FOR THE PROPER PREMOULDED EXPAN5/ON JOINTING AT FLOOR 5LAB AND FOUNDATION 12. NOTCHES OR HOLE5 FOR PIPING ETC. IN 57PVC7URAL FRAMING MEMBERS THIRD COAT. LATEX SEMI GLO55 ENAMEL PROPOSED DOOR COMCOINCONNECTION H.G. HOLLOW GORE EXECUTION OF THEIR WORK. WALL. PROVIDE 2"(R-IO min)R/GID IN511LATION 2'-0"EACH WAY (FOR 5HALL NOT BE PERM/TTED. 16. FAINT5HALL BE LATEX'- INTERIOR F/N/5HE5 TO COMPLY WITH L06AL WINDOW T�4G- REFER TO FLOOR CONST. CONSTRUCTION H.D. HIGH DENSITY HDR. HEADER l6. ANY DEVIATIONS FROM THE ARGH/7FGTS DRAW/NGS MUST BE SUBMITTED O 5GHEDUL.E cONr. CONTINUOUS HDR. HARDWARE To THE ARCHITECT IN WRITING FOR APPROVAL. HEATED 5PACE5). BUILDING CODE AND 5H/ALL BE 1NT5RIOR FINISH CL.A55 G FOR CORRIDORS PLAN5 AND 5GHED. COMR. CONTRACTOR 13. DOUBLE J015T5 UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE Jol5T5. AND ROOM5. HDWD. HARDWOOD DOOR SGHD. FOR SIZE G.T. CERAMIC TILE H.M. HOLL��,,O{{yy METAA(�,, 1q. EACH CONTRACTOR AND SUBGONTR.AGTOR SHALL BE RESPONSIBLE FOR 22. ALL SLABS ON GRADE SHALL HAVE THICKEN/NGS,DEPRESS/ONS, G.SI. C.ON5TRX TION CONTRAGTOR(5) MAINTAINING 5AFETY ON THE JOB SITE DURING 7HE GON5TRU6T/ON OPENINGS, ETC., A5 REOU/RED OR AS 5HOWN HEREIN OR ON /4, ALL FLOOR AND 5KYLl6HT OPEN/N55 ARE TO BE FRAMED WI7H DOUBLE Iq INTERIOR FIN/5HE5 5HALL BE GLA55/FIE9 IN ACCORDANCE WITH SURFACE 5F551FI6ATION Hr. HEIGHT PHA5E TO COMPLYW/TH THE REGULATIONS AND REQUIREMENTS OF THE ARCHITECTURAL DRAW/NG5. HEADERS AND TRIMMERS, FULLY JOINED WITH 5TEEL. BRIDGE5 OR "TEGOS". FLAME RATINGS ALL �FINlSHES IN THE PROPOSED AREA TO BE INTERIOR INSTITUTE H.VA.G. HEATING, G'GGUPATIONAL SAFETY AND HEALTH ADMINISTRATION. TH/5 SHALL FINISH CLA55 B. FIN15HE5 MATERIAL 5HALL HAVE FLAME-SPREAD RATING GU Gl/B/G VENTILATION,AIR BUT ARE NOT LIMITED TO: PROVIDING ALL NECE55ARY 23. PROVIDE PARIETO IN WALL FOR COLUMNS FOR 5 AND SLABS. 15 TO ELIMINATE 771E HAZARD OF M015TURE CONDENSATION IN COLD{1EATHEP OF 26 TO 75 5MOKE DEVELOPED RATING OF GL.A55 B. PROPOSED INCLUDE, -" „ Ax RE1/l5/ON TAO FIXTURE5 FOR CONDI T/ON/NG M/N/MUM BEARING ON WALLS OR BEAMS: 4 FOR SLABS, 6 FOR BEAMS, DBL. DOUBLE TEMPORARY SUPPORTS AND BRACING AS MAYBE REQUIRED PRIOR TO DEG. DEGREES 1.G. ISOLATED GROUND U.O.N. AND TO PERMIT THE ESCAPE OF HEAT INHOT hEATHER. VENTILATION OF FUTURE D/A, DIAMETER INCHES THE THE INSTALLAT/ON OF NEW STRUCTURAL ELEMENTS,A5 WELL A5 ATTIC AND CRAWL 5PAGE5 /5 REQUIRED. BLOCKING AND BRIDGING 5HG'ULD 20 ATTACHMENT AND ADHESIVES FOR INTERIOR LOCATIONS,WHICH WILL DIM. DIMENSION INCL. INGLUDF/ED ADEQUATE AND PROPER BARRICADES, RAILING5, LIGHTING, 5TAIR5, ETC. 24. TOP ELEVATION OF 5LAB5 5HALL VARY ACCORDING TO FINI5H FLOOR BE ARRANGED 50 A5 NOT TO INTERFERE WITH 7HE MOVEMENT OF AIR. PRODUCE PRODUCTS MORE TOXIC THAN TH05E GIVEN OFF BY WOOD OR /NOUN. INSULATION INFO. INFORMATION REQUIRED TO PROTECT THE WORKMAN, OWNER5 PER50NNEL AND MATERIAL. 5EE ARGH/7FG7URAL DRAWINGS PAPER WHEN DEGOMPGNSING OR BURNING HILL BE REJECTED 1N57L. INSTALLATION/ l6. ALL CATHEDRAL CEILINGS SHALL HAVE GONTIPJUOUS VEIJTILATION FROM INT. INTERIG'R OTHER5 FROM IN-VRY DUE' TO CON5TR)GTION WORK. PROVIDEFREE COMBO CARBON MONOXIDE IN5TALLED 25. IN ANY APPROVED CON57RUCTION JOINT, PROVIDE 2'X 4"KEY MIN. AND 24 2/. ALL NEW OR MODIFIED GONSTRGIGTION SHALL BE FINISHED A5 PER OWNERS' J.BOX ,,UNCTION BOX AND SAFE PA55AGE FOR PER50N5 TO AND FROM ARE45 AND EAVE5 TO RIDGE. 5/ZE IN5ULATION ACCG'RDINGL r PROVIDE 3/4"d/a. VENT SMOKE DETECTOR ,5T.. JO/5T REQS REQUIRED BAR DIAMETER LAP(I6"MIN)OF REINFORCING EXCEPT FOR 5LAB5 ON 5ELEGTION5 IN ACCORDANCE WITH MANUFACTURERS PUBLISHED SMOKE DETER TOR 5HALL BE FAGIL I T/E5 WH/GH ARE TO REMA/N. JT. JOINT � 1ROOM HOLE5 AS NEEDED THRU SKYLIGHT FRAMING TO MAINTAIN CONTINUOUS HARDWIRED TO CENTRAL O 5HALL BE HARPHIRED R.O. ROUGH OPEN/NG GSE VENTILATION. 5PEGIFIGATION5. IN. SUPPLIER 20. FIGURED DIMENSIONS SHALL GOVERN SMALL 56ALE DRAW/NG5 WHERE 5Y5TEM,WITH BATTERY TO CENTRAL 5Y5TEM LAM. LAMINATE R.TU. ROOF TOP UNIT DIMENSIONS ARE ESTABLISHED BY GOIJDIT/ONS lF EXISTING 26. 5LAB ON GRADE 5HALL BE POURED IN STRIP5. CON5TRUCTION OR CONTROL HI TH BATTERY B�AGKUP LAV. LAVATORY 5AN. 5ANITARY EACH JOINT5 SHALL HAVE A MAXIMUM SPACING OF 30'-0"IN EITHER DIRECTION. l7. DOUBLE J0I5T5 UNDER ENTIRE BATHROOM AREA UNLE55 OMER415E NO7FL7 BACKUP 5.G. 5OLID GORE CONTRACTOR SHALL MEASURE EX/STING GOND/TIONS PRIOR TO ORDER/NG -- LBS. PG�UNUS MATER/ALS AND GOMMENGING W/TH WORK MAX/MUM AREA OF POUR 5HALL BE 2700 5Q. FT C; ., L, ili 1 H ALL CODE- O i- SCHD. 5CHEDULE L.F. LINEAL FOOT LOW POINT l6. THE GON7RAGTOR 5HALL INGORPORA7EALL RE60RED57RAP5 ANGLES fel�'v11 YORIX STATE & TOWN CODES L.P. SECT. SECT/ON 2/. GENERAL GONTRAGTOR AND H/5 S/B5 ARE RESPONS/BLE FOR ALL LAY 27. ALL WALL AND PIER FAOTINGS SHALL BE M/N/MUM/2" 7N/GK AND PROJECT TIES, SUPPORTS,ETC. AS MAYBE REQUIRED FOR PROTECTION OF STRIKTURE q�T 1 SF. SQUARE FEET OUT WORK, INGLUD/NG SPECIFIED LA DRAWINGS A5 REQUIRED 6"M/N/14UM BEYOND ALL FACES G1 WALLS AND PIERS UNLESS OTHERWISE �Y S n ��U I R i=D A _ N S O F , MAIL. M R WALI5FTOGWALLS WALLS To FobW,4 IO.T E5E ROOF, /TIES _SOUTHOLD TC' ' [cA �0. . MAX. MAXIMUM 5HT �� GENERAL CONTRACTOR SHALL COORDINATE RESPECTIVE SUBGON7RAGTORS NOTED. MEGN. MECHANICAL 5/M. 51MILAR 50 A5 NOT TO GAU5E UNDUE HARD5H/P,DELAY AND INTERFERENCE W/TLI MFG. MANUFACTURER 5M. 5MALL 26. GRO/T U5E9 5HALL BE NON-FERROUS NON-5HRINK GROUT BY IN-PAKT AND SHALL BE A5 MFR BY 5IMP50N OR APPROVED EQUAL. GOND/1GT OR WORK. SOUTH_ TO'�"uiv P�AN'v'i� a BOARD °" ". MIN. M/N/MUM 5PEG5 5PEGIFIGATION5 5HALL ATTAIN A STRENGTH OF 4,000 P5/ IN 7 DAYS - , %1 F M/SG. M/SGELLANEOUS 59 �,A 22 CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY 771/5 WORK FROM TIDE Iq ALL F457FNER5 FOR PRE55URE TREATED LUMBER TO BE HOT GALVANIZED ,!T HO C TI-CMINJ TRUSTEES 7C'),51'71; AtRGHI TBGTUR.AL: MM. MILLIMETER sQ FT SQUARE FEET 517E AND D15PO5E OF IN A LEGAL MANNER ON A WEEKLY BA515 OR 29. ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H CONCRETE „ M.R. MOISTURE SOONER IF CONDITIONS WARRANT. REINFORCEMENT A5 MANUFACTURED Br'FIBERME5H Co. OR APPROVED - G5-/ - NOTB5, LBGBND $ AtBBREVIAT/ON5 RE5/5TANT s.5, s/5 STAINLESS STEEL STD. STANDARD EQUAL. M/X/NG AND PLACEMENT SHALL BE/N ACCORDANCE TO _ , •�.�.DEC ;, i` C5-2 - GODB GOMPL/A�NGB NOTES DBTi4/L5 MTD' MOUN7FD 57r. 57EEL 23 AT THE COMPLETION OF WORK, THE 517E 15 To BE CLEARED OF ALL MANUFAGTURER5 5PECIFIGATIONS. F' MTL. METAL DEBRIS AND EXCESS MATERIALS THE FACILITY 15 TO BE LEFT BROOM PP-/ - PLOT FLAN N.I.G. NOT IN CONTRACT STR)CT. STRUCTURE/-AL GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL SATISFACTION 3. A-1 - BUILDING PLAtN5 AND 5GHBDULB5 NO✓ NUMBER 556p. SUSPENDED NOM NOM/NAL 5UPPL. SUPPLY/-IED OF 774E OWNER PRIOR TO REL.EA5E OF FINAL PAYMENT. 4. i i.'"'.I. N.5.F NAT/ONAL T/ TAP OF 24. THE ARCHITECT HA5 NOT BEEN RETAINED FOR ADM/N/STRA TION OF THE STEEL A-2 - BLBYArTION5 AND 5FGT/ON5 5AN/TATION 7B. THROUGH BOLT GON5TRUGTION OF TSI/5 PROJECT. FOUNDATION T$B TOP $ BOTTOM /. ALL 57EEL FABRICATION AND ERECTION 5HALL CONFORM TO A156 N.T.5, NOT TO SCALE T$G TONGUE $ GROOVE 25 CONTRACTOR5 5HALL COOPERATEW/TH ALL OTHER TRADE5 AND WHERE 5PECIFIGATION5 FOR 5TRU57URAL STEEL,LATEST EDITION. D.A. OVER ALL TEMP. TEMPERED REQUIRED INSTALL ALL BUIL T=IN WORK, 5LEEVE5, IN5ERT5,ETC.,A5 l�J; '+ '"'- ' O.G. ON CENTER TVP. TYPICAL 3 (f OPNG. OPENING U.L. UNDERWR/7ER5 REQUIRED FOR A COMPLETE JOB. 2. ALL 5TRU6TURAL 5TEEL 5HALL BE A5 TM A-36,EXCEPT 57RUCnRAL TUBE OPT OPTIONAL LABORATORIES 26. SEE N.Y.5. BUILDING CONSTRUCTION CODE MANUAL FOR REQUIRED WOOD WH/GH SHALL BE A5 TM A500 GRADE B. AND 5TR 5,TURAL PIPE WH/GH 5HALL OPP OPP95/7E W ULTRAVIOLET FRAME NAILING 56HE9ULE: BE A57M A50I. PL. PLATE V. VOLT/VOLTAGE ;,. _ ., , . .. PLMB. PLUMBING V.B. VAPOR BARRIER 3. ALL 57R/GTURAL 57EEL U5E9 A5 EXTERIOR WALL LIN7FL5 SHALL BE PLYWD. PLYWOOD V.P. VENT PIPE GALVANIZED. PNL. PANEL VERT. VERTICAL SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: PR PAIR W N/o W/TH I RVUT PREP. PREPARATIOW WD. WOOD Ep A,qP �� ,DATE : ESSCRIPTIOR PREPARED WDCOVLR/�EET W WINDOW ��� J `� NOTF�, LEGEND & AP�P�REVIATIONf • P.S.F. G'UNDS PER H.H. WATER HEATER �� 5QUARE FOOT P5.1, POUNDS PER WT WEIGHTPRAOF SQUARE INCH Hily,F WELDED WIRE 4 = PT. PART/PO/NT FABRIC No 02k gzQ� PVMU: PAVEMENTFILE NAME: 4OF .N 20_2075_0/•-1 N E M S C H I C K :05"'I LV E R MA N ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT #: the business of ARCHITECTURE." 8 NA/Qf FARM 10/29/2020 20-2075 ............. - . .._........._ _........................ .. . ._..........._- - ... -- ..._.. -- . ..- _..._. COX LA/Ir- ...... ........_ . . . _................. ._.......... . D RAWING NO.:_---....._.... ... CUTCHOGUE, N . .. - ...................._. _...._. _.._.............._. ................................................... ............_. A// IOW/ti160 MAIN STREET, SUITE 200 SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 www.nS-arch.com 0 COPYRIGHT 2017 NEMSCFICK SILVERMAN ARCHITECTS P.C. 1000 96 2 10.1 LL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF THE TOWN OF 50UTHOLD TABLE 602.30) FA5TENINC6 5GHEDULE TABLE 602.3(1) FASTENING 5GHEDULE NAILING a STRAPPING AT EXTERIOR WINDOW / DOOR FfE:ADE:RS PER 2020 RESIDENTIAL GORE OF NEW YORK STATE TABLE 8301.2 (U ITEM DESGRIPTION OF NUMBER AND TYPE 5PAGING AND ITEM DESCRIPTION OF NUMBER AND TYPE 5PAGING AND NAILING SCHEDULE: WIND DE516N SUBJECT TO DAMAGE FROM BUILDING ELEMENTS OF FASTENER LOCATION BUILDING ELEMENTS OF FASTENER LOCATION ROM OPE INSr hvM4wMr-o�AMM OPENINSs GROUND SEISMIC WIND ICE BARRIER FLOOD AIR MEAN Naw4N SNOW SPEED' TOPOGRAE'HIG SPECIAL WIND WIND-BORNE DE51GN FR05T LINE C. DESIGN UNDERLAYMEN FREEZING ANNUAL ROOF WALL GONTINUEO Rou6H A B c a E LOAD (MPH) EFFECTS REGION' DEBRIS ZONE CATEGORY' WEATHERING DEPTH" TERMITE TEMP• REQUIRED" H'4ZARD� INDEX' TEMP 4-8d box OP@iN6 MODERATE TO 3-8d box z'-0• 2 N 2x4 1 1 1 (2 Y2" x 0.113")• or (2 Y" x 0.113")• or 4'-0• 4 (U 2M 2 s z SEE PLANS SEE PLANS SEE PLANS SEE PLANS 5EE PLANS SEE PLA SEE PLANS SEE PLANS e'-0• b 0)2X4 OR N axb 5 s s 25 P5F 128 MPH B SEVERE 3 FT. BLOGKING BETWEEN GEILING JOISTS 3-8d common 3-8d common s.-0. a W2MORN2M 17 5 s TMPRavMRAMMTO EXAMINEE: EXAMINER EXAMINER NAVY EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER I OR RAFTERS TO TOP PLATE (2 Y2" x 0.131")• or TOE NAIL (2 Y2" x 0.131")• or 177-0• a �2xb 4 4 4 KINSATTACWENTrIISa 3-I0d box 3-IOd box �'-0' u 0 sxe s s 1 s c E ALw4w ORRwmrB,AND WIND-BORNE DEBRIS PROTECTION FASTENING NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS (3" x 0.128"); or (3" x 0.128"); or END B NCIN6fSTOPLATE9 U E FOR WOOD STRUCTURAL PANELS PER 2020 RE5IDENTIAL CODE OF NEN YORK STATE PER 2020 RESIDENTIAL CODE OF NEN YORK STATE 3- x 0. I no115 3 s ap es, crown A NI EEItOFSILLS ON THE FLAT STw�PFIN6s 50HED L SEGTI ON 8303 4-8d box B.N�OF ALL MO K THE FLAT tboZ Nor APPLY ro vas,) PER 2020 RESIDENTIAL GORE OF NEW YORK STATE TABLE 83012.12 SECTION R403.1.6 20 I" X H AND WIDER SHEATHING TO a 13/4" Ion V.H "OF Fut p-NAM17ATEAGH17.9EaFHEADER FACE NAIL V.ruheai ar WD NAILs END-NAM T►IROU611 ADJACBti pN6 sTuv (2 Y2" x 0.113") or EACH BEARING Wider than I x 8 END OFHEADMATEACH SUM F FASTENER 5PAGING 3-8d common 4-8d box a N�OF.MCK suns AT EACH END OF HEAOERs FASTENER WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH 2 GEILING J015T5 TO TOP PLATE PER JOIST 4 Fool e,Foot FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A AGGREGATE GLAZING AREA OF NOT LESS THEN 8 (2 Y2" x 0.131") or TOE NAIL 5 Y2" x 0.mon or OF 'EAD TYPE PANEL SPAN <PAWL SPAN <1WEL SPAN MIN. 1/2" IN DIAMETER AND SHALL EXTEND A MIN. OF 'T PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 3-100 box 3-8d common P.MMM END OF S S)AT Z H SIDE PHR°'N"AvPLY TO DOORS) < 4 FOOT < �7 FOOT < 8 FOOT (3° X 0.128"); Or u u TO END OF 17ILLf�AT EACH 17.9E(b0E5 NOT APPLY TO DOORS) JACKS AND pW65 A17 LEFT #5V00V 5CREABASED " „ „ INCHES INTO MA50NRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS 3-3 x 0.131" nails (2 Y2 x 0.131 ) or ""�'�" � ' ANCHOR INITH 2-INCH I6 10 8 MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 3-100 box EMBEDMENT LE46V INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. CEILING JOISTS NOT ATTACHED TO 4-100 box 4 x les, I); or PARALLEL RAFTER, LAPS OVER (3" x 0.128"); or 4 staples, I crown 16 !'1�lNDOW �` DOOR 57Rr4PP/N6 Flo YOM 5GREW BASED Ib" 12" q" AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET COMPARTMENT5 AND 3 PARTITIONS (SEE SECTION 8802.5.2 3-I6d common FACE NAIL a., 3 NOTE: ANCHOR wiTH 2-INCH THE PLATE A5 PER 2020 RE51DENTIAL CODE OF NEW OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH (3 Y2" x 0.162") or I /4 Ion ALL STRAPPING TO BE 1-I/45W 6/r16E STEEL OR ��LENGTH AND TABLE 8802.5.2) 4-3 x 0.131' nails I s FLOOR '��++'��-rr�(colL®17TRAP� YORK STATE. AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55 4-8d box W1 STRIPPING SHALL BE INSTALLED PRIOR TO°WeAr*) 1/4-INCH LA&50REK Ib" Ib" Ib" THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE GEILING JOISTS ATTACHED TO PARALLEL BASM ANCHOR WITH 2-INCH Er1BEDMENT LENGTH OPENABLE. RAFTER (HEEL JOINT), (5EE SECTION (2 2" x 0.113") or /�/ A TH15 TABLE 15 BASED ON 180 MFH ULTIMATE PM16H WIND SPEEDS,V.,Arra A 53-Fool WAN�HE16HT. 4 Table R802.5.2 FACE NAIL 3-80 common /'�'I N ®I'T � �®® N� ��I 8. FASTEN9i5 SHALL BE INSTALLED AT OPPOSING ENDS OF THE Yi00D STMnX&PAM_ 8802.5.2 AND TABLE 8802.5.2) FA5TE 17;5 SHALL BE LOCATED NOT LE55 THAN I INC+#FROM THE EDGE OFTM PArB.. 21 JOIST TO SILL, TOP PLATE OR (2 Y2" x 0.131")• or ` '"`" '"`PETgTRATE T1iRaUGH n g EXTBt1DR`�" covERING WITH AN EMB DMEW LEITH IF Nor NOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY ESCAPE AND RESCUE EGRESS 4-1 O" box 3-I Od box TOE NAIL LE56 THAN Z INCHFS INfO Tog BUILDING FRAFg.FA5TErlCR4 STALL E£LOCATED NOT U!%THAN 21/2 Whr6 n " GIRDER n " �-E=N.T.S. F"TWEMEOFTHE`0WFZMMOCK OR` WffC . PER 2020 RE51DENTIAL CODE OF NEW YORK STATE OPENING5 REQUIRED PER 2020 RESIDENTIAL CODE (3 x 0.128 ) or (3 x 0.128 ); or D. PRIME ATTACHED To MAWW OR MASONRYi5 X60 SHALL BE ATTR CP USING VIBRAnoN-RC55TANT COLLAR TIER TO RAFTER, FAGS ' FACE NAIL AW,,,M WAN'm wnMATS W'T„D,�,"`''L`APAUTM of Wr`�TNAN 1'500 Paws. SECTION M1502 OF NEW YORK STATE SECTION E:310 5 3-1 Od common 3-3' x (2 Y:2 Hai Is NAIL OR I y4" X 20 GA. RIDGE STRAP TO RAFTER (3" x 0.148"); or EACH Sd box(2 Y" x 0.113" • 4" TOE 4-3 x 0.131 nails 8d common NAIL MINIMUM UNIFORMLY 015TRI13UTED LIVE LOADS 1. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF I. BASEMENTS, HABITABLE ATTICS AND EVERY 5LEEPIN(5 3-I6d box nulls 2 TOE NAILS ON RIM J015T, BAND J015T OR (2),2" x 0.131")• or PER 2020 RESIDENTIAL GORE OF NEW YORK STATE TABLE 83015 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE (3 Y2" x 0.135")• or ONE 510E AND 1 22 BLOGKING TO SILL OR TOP IOd box 6" TOE 2. DRYER EXHAUST SYSTEM SHALL CONVEY THE EMERGENCY ESCAPE AND RE50UE OPENING ABOVE AND 3-I0d common nails TOE NAIL ON PLATE (ROOF APPLICATIONS (3" x 0.128"); or NAIL USE LIVE LOAD MOISTURE AND TERMINATE TO THE OUTSIDE OF THE BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.7 6 RAFTER OR ROOF TRUSS TO PLATE (3" x 0.148"); or OPP051TE SIDE ALSO) 3-3' x 0.131" nails BUILDING. 50.FT. AND A GRADE FLOOR OF 5 50.FT.. 4-I0d box OF EACH 3-8d box UNINHABITABLE ATTICS5T5TORAGE 10 P5F 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY E50APE AND RESCUE OPENINC75 SHALL (3" x 0.1289; or RAFTER OR (2 Y2" x 0.113")• or ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE 4-3" x 0.131" nails TRU55 2-80 common UNINHABITABLE ATTICS WITH 5TORAGE 20 P5F FLOOR.INSTALLATION INSTRUCTIONS. 4-I6d 23 1" X 6" 5UBFLOOR OR LE55 TO (2);2" x 0.131")• or FAGS NAIL HABITABLE ATTICS AND ATTICS W/FIXE')STAIR 30 P3F 4. SCREENS SHALL NOT BE INSTALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING 3-100 coommommoHEIGHT SHALL BE 24 (3 Y2" x ) or EACH JOIST 33"00 box INCHES. n (3" x 0.128"); or TERMINATION. (3 x 0.148 ); or TOE NAIL P �� �� 2 staples,es, I crown 16 BALCONIES (EXTERIOR) AND DECK`/ 40 P5F 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 4-I0d box go., 1 3/4" Ion SHEET-METAL SCREWS OR FASTENING MEANS WHICH INCHE5. ROOF RAFTERS TO RIDGE VALLEY (3" x 0.128"); or 3-I6d box GUARDS AND HANDRAILS 200 P5F EXTEND INTO THE DUCT. 5. OPENING5 SHALL BE OPERATIONAL FROM THE INSIDE 7 OR HIP RAFTERS OR ROOF RAFTER 4-3" x 0.131" nails 24 2" 5UBFLOOR TO JOIST OR GIRDER (3 Y2" x 0.135")• or BLIND AND A DOOR OPENIN GUARD IN-FILL COMPONENTS 50 P5F b. EXHAUST DUCTS SHALL BE EQUIPPED WITH A 7F THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. TO MINIMUM 2" RIDGE BEAM 3-I6d box nails 2-I6d common FACE NAIL BACKDRAFT DAMPER. �. G HAVING A THRESHOLD BELOW THE (3 Y2" x 0.135"); or (3 y" x 0.162") ROOMS OTHER THAN 5LEEPING 40 P5F �• EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM OJACENT GROUND ELEVATION SHALL HAVE A 2-16d common 3-16d box 0.0151 INCH-THICK RIGID METAL DUGT5, HAYING ULKHEAD EN(LO5URE WITH WELLS BEING A MINIMUM (3 Y2" x 0.162")• or END NAIL 2" PLANKS (PLANK B BEAM- (3 y2" x 0.135")• or AT EACH 5LEEPING ROOMS 30 P5F SMOOTH INTERIOR SURFACES WITH JOINT5 RUNNING IN LEAR AREA OF q SQ.FT. AND A MINIMUM HORIZONTAL 3-100 box 25 FLOOR FLOOR) 23360 common BEARING, THE DIRECTION OF AIR FLOW. ROJECTION AND WIDTH OF 36" AS PER SECTION 310.2.3 5- x 00.151 ; a (33/2" x comm0.162"on FACE NAIL STAIRS 40 P5F 8. FLEXIBLE TRAN51TION DUCTS USED TO CONNECT THE 3-3 x 0.131 nails (-Ibd common KALL (3 Y2" x 0.162") DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE I6d common 24" O.G. 4-lOd box LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET IN OTE: WIND DESIGN PEZESSURE FOR EXTERIOR WINDOWS, MINIMUM ROOF LIVE LOADS IN POUrdDS-FORGE PER SQUARE LENGTH AND SHALL BE L15TED AND LABELED IN LA55 DOORS AND ANCHORING PER 2020 RESIDENTIAL 8 STUD TO STUD (NOT AT BRACED 10 y2" x (3" x) FACE NAIL 26 BAND OR RIM JOIST TO JOIST 4- x 0.128"); na END NAIL FOOT OF HORIZONTAL. PROJECTION ACCORDANCE WITH UL 2158A. CODE OF NEW YORK STATE SECTION RbOq WALL PANELS) IOd box (3" x nails ); F O G 4-3 x g Halls or 3" x 0.131" Halls FACE NAIL -4--37714 ga. staples, PER 2020 RE51DENTIAL CODE OF NEW YORK STATE TABLE 8301.6 q. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHINlfb" crown EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED STUD TO STUD AND ABUTTING STUDS AT Ibd box (3 y2 x 0.155");or 12" O.G. TRIBUTARY LOADED CONSTRUCTION. 3" x 0.131" nails FACE NAIL 200 common G RE515T THE DESIGN WIND LOADS SPECIFIED IN q INTER5EGTING WALL CORNERS (AT (4" x O.Ig29; or AS FOLLOWS: 32" AREA IN SQUARE FEET FOR 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER 1BLE R301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT O.G. AT TOP AND BRACED WALL PANELS) Ibd common I6" O.G. ROOF SLOPE ANY STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE (3 Y2" x 0.162") FACE NAIL TRAN51TION DUCT FROM THE DRYER TO THE WALL OR 0 EXF05URE WITH TABLE R301.2(3). PER 2020 I6d common O.G. EAGH BOTTOM AND O TO 201 TO GVER ROOF TERMINATION. :SIDENTIAL CODE OF NEW YORK STATE SECTION 8301 10 BUILT UP HEADER (2" TO 2" HEADER (3 Y2" x 0.162") EDGE FAGE NAIL STAGGERED 200 600 600 11. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES WITH)/2" SPACER) Ibd box (3 Y2" x 0.135"); 12"O.G. EACH IOd box 2 O.G.FAGE NAIT EDGE FADE NAIL AND 13MOM FLAT OR RISE LE55 THAN 4'PER FT. 20 16 12 NOT INCLUDE THE TRANSITION DUCT. 5" x 0.151" naills 5TTAA66>�D ON `"OTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-8d box (1:3) PER 2020 RESIDENTIAL CODE OF NEW YORK STATE (2 Y2" x 0.113")• or 21 BUILT-UP GIRDERS AND BEAMS, 2 OPP051TE 510B R15E 4" PER FT. (1:3) TO LE55 16 14 12 NOTE: GIRDER 5PAN5 FOR EXTERIOR WALLS SECTION R301.2.1.2 11 CONTINUOUS HEADER TO STUD 4-8d common TOE NAIL INCH LUMBER LAYERS THAN 12 " PER FT. (1:1) PER 8602.1.1 And: (2 Y2" x 0.131"); or 2-200 common RISE 12" PER FT. (I:I) AND 700 STRUCTURAL PANELS WITH A MINIMUM THICKNESS 4-I0d box 3" x 0.128" (4" x O.Ig2"); or FACE NAIL AT GREATER 12 12 12 HEADERS (2) 2x/0 (2) 2x12 (3) 2x8 (3) 2x10 (3) 2x12 7/16" AND A MAXIMUM SPAN OF 8 FEET SHALL BE I6d common I6" O.G. (311 box ENDS AND AT MAXIMUM SUPPORTING: :RMITTEV FOR GLAZED OPENING PROTECTION IN ONE 12 TOP PLATE TO TOP PLATE (3 y2" x 0.162") FACE NAIL (3" x 0.128"); or EACH SPLICE IOd box (3" x 0.128"); 112" O.G. 3-3 x 0.131" nails ROOF ONLY 54' 6'-10" b'-I" T-3" b 8'- " AND TWO - STORY BUILDINGS. PANELS SHALL BE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSZECUT AND LABELED WITH ITS LOCATION OF USE, 3" x 0.131" Halls FAGS NAIL 4-16" box I STORY 4-2 41-1111 4-5:: 5-3 6-2 8-Ibd common FACE NAIL ON (3 1/2" x 0.135")• or PER 2020 RE51DENTIAL CODE OF NEW YORK STATE TABLE R301.1 ITH ATTACHMENT HARDWARE PROVIDED AS PER 2020 (3 Y2" x 0.162"); or EACH SIDE OF 3-I6d common STRUCTURAL MEMBER ALLONABLE 2 5TORIE5 51-211 -q 3 51-51' 4-0 4-q E51DENTIAL CODE OF NEW YORK STATE TABLE DOUBLE TOP PLATE SPLICE 12-I6d box END JOINT 28 LEDGER STRIP SUPPORTING JOISTS (3 Y2" x 0.162") AT EACH OR RAFTERS J015T OR DEFLECTION NOTES: 3012.1.2, OR SHALL BE DE5IGNE , TO RE515T THE (3 Y2" x 0.135")• or (MINIMUM 24" 4-I0d box RAFTER FACE L = SPAN LENGTH, H = SPAN HEIGHT I. HEADER REQUIRES 2" MIN. SOLID BEARING AT EACH ,OMPONENT5 AND CLADDING LOADS DETERMINED IN 13 12-I0d box LAP SPLICE (3" x 0.128"); or RAFTERS HAVING 5LOPE5 GREATER THAN END DOWN TO FLOOR OR BOTTOM PLATE. 660RDANGE WITH THE PROVISIONS OF THE BUILDING (3" x 0.128"); or LENGTH EACH 4-3' x 0.131" nails NAIL 3:12 WITH FIN15HED CEILING NOT ATTACHED !../180 2. 1/2" XP5 FOAM 5PACER5 ARE USED WITH 2x ;ODE OF NEW YORK STATE. 12-3 x 0.131 nails SIDE OF END 2-IOd box (3" x 0.128);or EACH END TO RAFTERS MEMBER5 TO MATCH 2x4 OR 2xb STUD WIDTH. JOINT) 2q BRIDGING TO JOIST 2-8d common (2 �" x 0.131" TOE NAIL INTERIOR WALLS AND PARTITIONS H/180 DESCRIPTION OF NUMBER AND TYPE 5PAGIN6 OF FA5TENER5 NOTE: DWELLING-GA" FIRE SEPARATION Ibd common 16" O.G. ITEMINTERMEDIATE FLOORS L15b0 PER 2020 RE51DENTIAL ODE OF NEW YORK STATE BOTTOM PLATE TO JOIST, RIM (3 1/2" x 0.162") FACE NAIL BUILDING ELEMENTS OF FASTENER EDGES (IN) SUPPORTS (IN.) 5ECTIOZ302.6 14 JOIST, BAND JOIST OR BLOCKING Ibd box WOOD STRUCTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO W GEILING5 WITH BRITTLE FINI5HE5 L/360 (NOT AT BRACED ALL PANELS) (3 1/2" x 0.135") or FA�NAIL FRAMING AND PARTICLEBOARD WALL 5HEATHING TO FRAMING (5EE TABLE R602.30) (INCLUDING PLASTER AND STUCCO) SEPARATION MATER' 3" x 0.131 nails FOR WOOD STRUCTURAL PANEL EXTERIOR WALL 5HEATHING TO WALL FRAMING) GEILIN65 WITH FLEXIBLE FIN15HE5 3-I6d box 3 EACH I6" O.G. L/240 BOTTOM PLATE TO JOIST, RIM (3 Y2" x 0.135"); or FACE NAIL bd common (2" x O.i 13") (INCLUDING GYP5UM BOARD) FROM THE RESIDENCE AND ATTICS NOT LE55 THAN 1/2-INCH GYP5UM BOARD OR EQUIVALENT 15 J15T, BAND JOIST OR BLOCKING 2316" box 2 EAGH 16" O.G. 30 3/8" -Y2': nail (subfloor, wall) 6 12Af ALL OTHER STRUCTURAL MEMBERS L/240 PPLIED TO THE GARAGE SIDE (AT BRACED WALL PANEL) (3 Y2" x 0.162")• or FAGE NAIL 8d common (2 Y2" x 0.131") 4-3" x 0.131" nails 4 EACH I6" O.G. Hall (roof) EXTERIOR WALL5- WIND LOADS WITH U360 FROM HABITABLE ROOMS ABOVE THE GARAGE 40T LE55 THAN 5/8-INCH TYPE X 7YP5UM BOARD FACE NAIL 31 1%2" - I" Hall 8d common (2 Y2" x 0.131") 6 12Af PLASTER OR STUCCO FIN15H )R EQUIVALENT 4-8d box IOd common EXTERIOR WALL5- WIND LOADS WITH (2 Y2" x 0.1139; or „ L/240 5TRUCTURE(5) 5UPPORTING FLOOR/CEILING ASSEMBLIES OT LE55 THAN 1/2-INCH GYPSUM BOARD OR b x common ) nail x 3-I6d box 32 1 Y8" - I Y4" „ b 12 or OTHER BRITTLE FINISHES (3 1/2" x 0.135")• or 8d common (2 Y2 x 0.131 ) USED FOR SEPARATION REQUIRED BY THI5 SECTION QUIVALENT deformed nail EXTERIOR WALL5- WIND LOADS WITH VI20 4-8d common TOE NAIL FLEXIBLE FIN15HE5 OT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT (2 Y2" x 0.131")• or OTHER WALL SHEATHING "g GARAGES LOCATED LESS THAN 3 FEET FROM PPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS 4-I0d box I Y2" galvanized roofing A DWELLING UNIT ON THE SAME LOT ,HAT ARE WITHIN THIS AREA 3" x 0.128"); or 2" 5TRUGTURAL nail, 9(," head diameter, ALL OTHER STRUCTURAL MEMB�:RS L/600 ( 33 3 6 16 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.131" nails GELLULO5IG FIBERBOARD or 1 4" staple 16 ga., or 3-16d box 5HEATHING I" crown UNDER-STAIR PROTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RATE1 " " (3/2 x 0.135 )• or I 3/4alvanlzed roofing PER 2020 RE-5I12ENTIAL CODE OF NEW YORK STATE 8302.1 PER 2020 RE-51DENTIAL CODE OF NEW YORK STATE R303.4 PER 2020 RESIDENTIAL CODE OF NEW YORK STATE MI505.4.3 2-I6d common "/;32" 5TRUGTURAL nail, Xb" head diameter, (3 YY x 0.162")• or END NAIL 34 GELLUL051C FIBERBOARD or I �" staple 16 ga., or I" 3 6 ENCLOSED SPACE UNDER 5TAIR5 THAT 15 ACCESSED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOU5E MECHANICAL VENTILATION SYSTEM 3-I0d box 5HEATHING crown BY A DOOR OR ACCESS PANEL_ SHALL HAVE WALLS, UNIT 15 5 AIR GHANGE5 PER HOUR OR LE55 WHERE SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS (3" x 0.128"); or I Y2" galvanized roofing UNDER-5TAIR SURFACE AND ANY 50FFIT5 PROTECTED TESTED WITH A BLOWER DOOR AT A PRE55URE OF 0.2 RATE IN CUBIC FEET PER MINUTE = (0.01 X TOTAL 3-3 x 0.131 nails nail; staple galvanized, 3-I0d box 35 Y2 GYPSUM :: 7 ON THE ENCLOSED 51DE WITH I INCH W.0 (50 PA) IN ACCORDANCE WITH SECTION SQUARE FOOT AREA OF HOUSE) + [7.5 X(NUMBER OF SHEATHINO"D 1 y2 long; I Y4 screws, /2 -INCH (12.7 MM) GYPSUM BOARD. N1102.4.1.2, THE DWELLING UNIT SHALL BE PROVIDED TOP PLATES, LAPS AT CORNERS (3" x 0.128 ); or type W or 5 BEDROOMS + I)] 17 2-I6d common FACE NAIL 3 WITH WHOLE-HOUSE MECHANICAL VENTILATION IN AND INTERSECTIONS (3 Y2" x 0.162")• or I /4:1 galvanized roofing ACCORDANCE WITH SECTION M1505.4 3-3" x 0.131 nails 36 s nail; staple galvanized, -7 � MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- /8 GYPSUM s :� s 3-8d box 5HEATHIN6"0 I /8 long; I /e screws, type W or S AND TWO-FAMILY DWELLINGS PER TABLE MI505.4.4 Y2" x 0. or 2-8d common mon WOOD STRUCTURAL PANELS, GOMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 2 AREA TO BE 18 I" BRACE TO EACH STUD AND (2 Y2" x 0.131")• or FACE NAIL bd deformed VENTILATED VENTILATION RATES PLATE 2-I0d box 37 3/4" and 1e55 (2" x 0.120") nail; or 6 12 (3" x 0.128"); or 8d common 100 GFM INTERMITTENT OR 25 2 staples at 1 `/4" (2 Y2" x 0.1319 nall B ARC/:y REVISIONS/SUBMISSIONS: DRAWING TITLE: KITCHENS GFM CONTINUOUS 3-8d box 8d common 'CooN � oy� F � � FMs � DATE: DESCRIPTIOR (2 Y2" x 0.113"); or (2,v2" x 0.131") nail; or 11/1i/2020 PrRMIT CODE COMPLIAiCE BATHROOMS � MECHANICAL EXHAUST CAPACITY � �� _ �� r . TOILET ROOMS OF 50 GFM INTERMITTENT OR 20 2-8d common 38 /e 1 8d deformed 6 12 a 1176 CFM CONTINUOUS Iq I" X 6" 5HEATHIN6 TO EACH (2 Y2 x 0.131 )• or FACE NAIL (2 Y2 x 0.120 ) nail /yOTF/ & DETAIL/ BEARING 2-I0d box (3dcommon x O 148 ) nail; or No. Q� (3" x 0.128"); or _ " 3q I y 6 12 staples, crown a I Y4 e orme \F OF 11,1, CAD (FILE NAME: a., 1 3/4" Ion 2 " x 0.120" nail 20_2075_0/=2 PROJECT TITLE: DATE:. NSA PROJECT NEMSCHICK !SILVERMAN ARCHITECTS 8 NA/livrARM 10/29/2020 20-2075 ". . .the business of ARCHITECTURE." _ _ _ ....... ............__ ............ .. ..... ........ .._ .......... CAL' _..... DRAWING NO: CUTCNOGUE, NY ...__........................... ....... ...._... ...._................--....... . ...-__........ 160 MAIN STREET, SU17FE 200 ..._........_.......---...._._...._-...._..._...._ ...............................-__....................... _............_...._..__.._.. _....-.... _. _.................................. .3333-........_..... .... .....__..._.._..._.............._... ..._..... -- N SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAVWN BY: emme Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRIGHT 2017 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 96 2 10.1 EL COX LANE F-S 56°22'1 3" E 764.38' I EX15T/NG HOU5B I (TO REMAIN) 'o GR�rYFL DRIYFlN�Y I (TO REMAIN) GRAVEL DRI YBXA Y' (TO REMAIN) I FX/5T/N6 BUILD/NG (TO REMAIN) I �`/) EPUTED SAI ITAR)' i"'_lEM \\� \ - P7TI ` .. ,) _�. 11IJ� APIITARi Q,STEM J PO.0 c 16.00' 6„ 25'4„ 57 / IN n F I_ T 1It FET '! illi-, Vv, LL / ) T F F'.- ----- O ` O:Z) N 4LF F?i TING SANITARI S STEM W). I ,n \ r` I 16.00 7 o m BX/57/N6 6ARA6B , 2!5V'-0 5.Y N PROP05BD (TO REMAIN) f�GGB550RY � I i 7A5HBD L/NEV OP __ - BX/57/N6 BUILDING I I fX/5T/N6 POOR TRUCK (TO RBMA/AO ' TO BB REMOVED -�"" � I T I �D BF -If-PTI 57 \) I \v 4L P i I� I I ' I I I I I Xl.15 TI NG BARN � I 8 HAND5 f ARM 15 5EEKING TC ADD AN ACCE550RY 5TRXWRL=(UNDER 5ECTION 280-13-G(l3))A5 A FARM (1r® R MA/V PR06E551N6 BU/LD1N6. 6 HAND5 HA5 DECIDED TO CHANGE IT5 BU61NE55 MODEL AND CEA5E FROVIDING FOOD/MENU 5ERVICE I VIA THE 6 HAND5 FOOD TRUCK(IT HILL BE 50LO. DUE TO THE i I 1NCRE45E12 DEMAND 1N MEAT5, PRODUCE AND PREPARED 17FM5 i RE5UL TING FROM THE COV/D 14 PANDEMIC, 6 HAND5 REOUIRE5 ADDITIONAL. WORK 5PA6E TO PROCESS IT5 AGRICULTURAL PRODD&CT5 TO THE COMMUNITY WE ARE REGULATED BY NYS AG$MARKFT5 AND TH15 57RUGTURE/OPERATION WILL AL50 BE 1N5PEC7ELBY THAT AGENCY. I I I I I I I SQ AIS REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: c' ""12020 orRMIT PROPQ/T_1) PLOT PLA/i AN iNe,428 , �6 _ l" = 20'-0" CAD FILE NAME: SCALE . .✓� 20_2075_PP-1-,/'ITE PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SILVERMAN ARCHITECTS 8 NAND,/' FARM 10/29/2020 20-2075 ". ..the business of ARCHITECTURE." _ _ _ _ _...__.---....... ---_.._..___ __. __ _ —__� ..._..... _— COX LANE _.............. .................. ---.._........... .. . ........................................... ......_ ......................_..__.................. ....... -_.. _...............--........_..-----... .........__................ .........__._.................._....._......... . .........._........... ....._.........................__ .... .. __ ._.......--.--.....-------------- SCALE:LE: DRAWING NO.: CUTCHOGUL, NY . ...._............ ......._... .. _........ _._...._.._.................. ._.. _......... ......................... ............._..................._._..........__.............._..... .................__._........_..... ...................._........_..........._... _..._ ._... ............._ _.......... _ ...�_.... A/ /MOWN 160 MAIN STREET, SUITE: 200 DISTRICT: SECTION: BLOCK: LOT: DRAWN. BY: .�. SAYVILLE, NEW YORK 11782 Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRIGHT 2OT7 PEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 96 2 10.1 E.L 0 AREA I.D. MODEL UNIT 51ZE (WxH) MANUFACTURER REMARKS HEAD HEIGHT (HH) OVERALL WINDOW U VALUE 51-160 VENT AREA GLA55 AREA (5.F) (5.F.) (5-F) A TILT AA5H 2449IW30 3'-0"x 3'-O" ANDER5EN 200 5ER/E5 7'-0"AFF 9.00 125 0.62 3.3/ 7.H B TILT WASH 244DH3030 31-O"x 3'-0" ANDERSEN 200 5ER/E5 7'-0"AFF 9.00 125 0.62 3.3/ 7.N G TILT HA5H 244DH3030 3'-0"x 3'-0" AN9ER5EN 200 5ER/E5 V-0"AFF 9.00 125 0.62 3.31 7.11 D TILT HA5H 2449113030 31-015(3,-ON ANDERSEN 200 5ER/E5 7'-0"AFF 9.00 125 0.62 3.31 7.I1 E TILT WA5H 244DH3030 3'-0'x 3'-0" ANDER5EN 200 5ER/E5 7'-0"AFF 9.00 125 0.82 3.31 7.11 F TILT HA5H 244,91'-!3030 3'-0'x 3'-0" ANDER5EN 200 5ER/E5 V-0"AFF 9.00 I25 0.62 3.3/ 7.11 G TILT WASH 244DH3030 3'--O'5(3'-0" -0 ANDER5EN 200 5ERIE5 7' "AFF 9.00 125 0.02 3 7.11 .3/ NOTE: I. ALL GLAZING 5HALL MEET WINDBORNE DEBRIS REOUIREMENT5 PER THE BUILDING GORE OF NY5. 2. ALL 6LA55 TO BE LOW-E4 6LAZIN6 3. ALL WINDOWS TO HAVE FULL I" DIVIDED LIGHT5. 4. ALL WINDOW INTERIORS TO BE FAGTORY PAINTED ® ® � � L) Lam NOTE: 6G 5HALL CONFIRM ALL WINDOW AND DOOR NO. TYPE UNIT DIMEN51ON MATERIAL FRAME REMARKS 5ELEGTION5 INGLUDING HARDWARE AND FINISHES WITH OWNER PRIOR TO ORDERING 00/ DOABLE DOOR 6'-0"x 6'-0" 5OL119 WOOD PRE-HUNG kWj9 EXTERIOR DOUBLEDOOR 002 HINGED LEFT 3'-0"x 6'-O" SOLID WOOD PRE-HUNG WOOD EXTERIOR DOOR A-2 A-2 A-2 IO `VALL A55EMBL Y.- 5/6"GYP BOARD INTER/OR. 2X6 WD r-------------------- ----------- -- FRAME WALL W/TH 57V,95 0l6"O.G. I ----- AND R-19 BATT IN51LATION MIN. 1/211 I I I PLYWOOD EXTERIOR UNDER I/4" j TH/GK R-I MIN. RIGID FOAM IINSULATION kWARDI BOARD 5IDING I BY CLIENT(TYP) I I I I II I I I �- I I • II II I I I I _. 2 2 1 1 2 2 I I 2 A-2 I I A-2 A-2 ( A-2 A-2 JJ 6 OPI I i A-2 I CEILING A55EMBLY I I 5/6"GYP BO1:RD INTERIOR. 2X10 II GJ @165190. AND R-36 BATT 080 I I I'-6"EA VE PROVIDE TERMITE 5H/ELD AND SILL INSULATION M111. (T-P) I I OVERHANG TYP I I I I 5EALER TO BE IN57ALLED® (2)2X6 CONT. PT. SILL PLA TEWJ-BOL T5 I N O � I I AT 46"O.G. (7YP) FRIOPCIEED I I I I I • � �GGE550RY � I I 6"TH/GK POURED GONG. BU I LD I NG a-2 I o 7/12. PITCH 7/I2. PITCH I a-2 !OUNDAKEY TION WALL HI TH 2XlO GJ. i DOWN DOWN I OA I I I ®16"O.G. I 2X6 RR. 2X6 RR I ROOF A55EMBLY: 0I6"O.C. " I 11 " d I ®16 O.G. I 2X6 RJ®16 O.G. H/ PLYWOOD " I I EX1 ERIOR SHEATHING, #30 FELT 4 TH/GK, 3000 P5/AIR I W/460LB A5PHAL T 5HINGLE ROOFING ENTRAINED POURED GONG. I I MIIETIMEWARRANTY. OYP) OD 5LAB W/12/12, 0/10 NW, g -. I I • �2'DEEP R-lO RIGID FOAM _ OVER 4" TH/GK GOI4PAGTED i I 5AN9 AND GRAVEL FILL. I INSULATION AT SLAB EDGE. (TYP) (7yp) II I 16"H X 6" THICK POURED GONG. 002 FOOTING WITH KEY HOLE OVER I I I4"COMPACTED 5AND 07M) o� a' I I ( I I I I - - - - - - -1 -------------------- --------------------J I I I A-2 A-2 A-2 1`04;1\112A TION A 1=90=05 I2 �LIOORO SCALE = 1/4" _ P-O" SCALE _ 1/4" = P-O" SCALE _ 1/4" _ l'-0" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: E° "�cy,T�` 11/11/2020 PERMIT PROPOfED 15UILDING PLAN,f cc � y No.029086 �p2�/ CAD FILE NAME: C)F ra��% 20_2075_A-01_bUILDING PLA/If NEMSCHICK SII_VERMAN ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT #: 8 �I�NDJFARM EW. 2020 20-2075 the business of ARCHITECTURE." ._...___..._ __._._._-- _ _. _._. . -.... ..__....._................ _--------- _. ..._..-- .....__.....----- ......_........_........_............._... ... ............. .._..._....... ....._. .......- .... . ................................ ... ..............._..... ..............._........_ ....... ...........- - COX SCALE: DRAWING NO CUTCHOGUE, NY 160 MAIN STREET, SUITE 200 _....._...._....._.._....._.......__.................. _..._........._..........................._. W/i SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRIGHT 2017 NEMSCHICK SLVEWAN ARCHITECTS P.C. 1000 96 2 10.1 EL 2X/O WD RIDGE BD W/RIDGE VENT 2X10 WD RIDGE BD W/RIDGE VENT RIDGE RIDGE ELEV. 6/.23'(+/5'-7') - - - - - - - - - ELEV. 6123'(+l5'-T) ROOF ASSEMBLY. ROOF ASSEMBLY: 2X6 RJ®1610.6. W/1121 G0NTIN/OU5 VENTED 2X6 RJ 01(210.6. W/l/2" PL)ki00D EXTERIOR VINYL SOFFIT(TYP) ;, FELT H14,90LB SNE 12 12 PL��DG �FELT ' � � � � ��SPHALT�INGLE ROOFING W/460LB A5PHALT SHINGLE �Yl ClT�� W/LIFETIME HARRANTY. (TYP) ROOFING kdIFETIME TOP PLATE _ _ - - - -WARRANTY (TYP)- - - - - - - TOP PLATE Y� v YYY`, Y ELEV 55.65'(,110'-0') - - El EV 55.65'(+/0'-O') _ _ - - - - - - - - - - - WALL A55EMBL r. CEILING ASSEMBL r 5/616YP BOARD INTERIOR. 2X6 WD 5/6"GYP BOARD INTER/OR. ZX/O <t = FRAME WALL WITH 5TUD5 616 00.C. A TT AND R-19 BATT INSULATION MIN. GJ 6/6INSULATION M/N.B(TYP) _`Vl/2"PLYWOOD EXTERIOR PROVIDE TERM/TE 5H/ELD AND SILL UNDER 5EALER TO BE INSTALLED 6 (2)2X6 GONT. PT. SILL PLATE W/J-BOL T5 - - PROVIDE TERMITE 5H/ELD AND 5/LL - l/4" THICK IO MIN. R 01D FOAM WALL A55EMBL r p INSULATION W/fIARDI BOARD AT 46"0.6. (TYP) Q 516"GYP BOARD INTERIOR. 2X6 WD 5EALER TO BE INSTALLED 651LL O 5/DIN5BY CLIENT(TYP) 6" THICK POURED GONG. FRAME hWLL W/TH 577/DS 6/6"O.G. PLATE(TYP) 4 FOUNDATION WALL WITH AND R-19 BATT INSULATION MIN. l/2" 6" THICK POURED GONG. _ 'p KEY HOLE(TYP) 10101 PLYWOOD EXTERIOR UNDER l/4" FOMA TION WALL W/TH THICK R-1 MIN. R/GID FOAM KEY HOLE(TYP) CEILING A55EMBLY.• INSULATION W/llARDI BOARD 5/DING 5/6"GYP BOARD INTERIOR 2XlO FINISH FLOOR BY CLIENT(7)'P) ELEV 45.6(000) GJ 61610.C. AND R 36 BATT ELEV. 45.65'(000') - - - - - - - - IN50LATION MIN. (TYP) GRADE ,�.' - - 4" TH/GK, 3000 P5/AIR - - - - -GRADE - - - - 4" THICK, 3000 PSl AIR - - - - - - ELEV. 45.00'(-73149 r ' ENTRAINED POURED CONI. 5LAB ELEV. 45.00'(-7 3/4) `� ENTRAINED PG�REr GONG. SLAB W/121/2, l0/l0 MM, OVER 4 2'DEEP R-10.6 M/N. RIGID FOAM THICK COMPACTED 5AND AND W/l2/l2, lO/lO WWM, OVER 4" IN5ULATIONAT5LABEDGE. (TYP) — -- - - - - - - - - - - - - - - -- -- - - -- - - - - - - - - - - &RAVELFILL. (TYPJ WATERPROOFING(TYP) : " G COMPACTED 5AND AND -- - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - GRA1/ELFILL. (TYP,) I6'N X 6" THICK POURED GONG. 2'DEEPR-lO.6M/N. RIG/D FOAM - - - - - -- - - - - - - -- FOOTING WITH KEY HOLE OVER INSULATION AT SLAB EDGE. (TYP) 41COMPACTED SAND(TYP) 16'W X 6" TH/GK POURED CONG. FOOTING WITH KEY HOLE OVER 4"COMPAC7ED 5AN9(TYP) 5UILSIN6 7/0/ / 2 oull;)INO SEC T/OA/ 5GALE = I/4" _ /'-0" 56ALE = 1/4" _ /'-O" _ - RIDGE - GABLE END VENT _ RIDGE � _ ELEV. 6123'(+l5'-7') - - - - - ELEV. 6123'(+V-79 v - - - - - - - - - ROOF ASSEMBLY - - - - - - 2X6 RJ 616'0.C. W/l/2"PLYWOOD _ ROOF A55EMBL)" \ -11 ]1 7 W/46OLB A5H INGLE ROOFING 2X6 RJ 616"0.6. W/1/2"PLYWOOD W/1.IFETIME WARRANTY (TYP) !; EXTERIOR SHEATHING, #30 FELT ti W14DOLB A5PHAL T 5HIN55LE ROOFING W/LIFETIMEWARRANTY. (TYP) EA VE �- - - EA VE ELEV ELEV 54.65'(+9'-7 3/4') - - - - - - - - - - - V. 54.65'(+9'-73/4') - I-b"EA VE m UN lo N l=6"EAVE OVERHANG (TYP) OVERHANG TYP WALL ASSEMBL " Y � WALL ASSEMBLY DOI 5/6 GYP BOARD INTERIOR. 2X6 WD 5/61GYP BOARD INTERIOR 2X6 WD FRAME WALL W/7H STUDS 6/6"O.G. ' FRAME W,4L L WITH STUDS 6/6'DG. °° AND R-19 BATT IN50LATION MIN. I/2" AND R-19 BATT INSULATION MIN. 1/2" FIN15H FLOOR PLYWOOD EXTERIOR W/BOARD AND FIN/5H FLOOR PLYWOOD EXTERIOR W/BOARD AND ELEV. 45.65'(0009 BATTEN SIDING BY CLIENT(TYP) ELEV. 45.65'(0 V09 BATTEN 51DING BY CLIENT(TYP) — — — — — — — — — - — — — - - - - - - - - - - - - - - - - -- I I — — — — — — — — — — — — GRADE GRADE I I ELEV -45.00'(--19149 ELEV45.00'(-7 314' I I I I - - - - - - - - - - - - - - - - --- - - - -- -- - - - - - - - - - fft - - - - - - - - - -- - - - - - - AT/08/ .J:� A�5 E\ AT/CA/ PROFO-5�� NOR r7 SCALE = I/4"_ l'-O" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITTLE: 0 ARCM DATE: DESCRIPTION: Zw. NEMs�y/TQC, 11/11/2020 PeaMiT PROPOVEP ELEVATIONf At0-fECTION../' A s ��9p86 -ice ' CAD FILE NAME: ATF O F •���/ _ 20_2075_A 02_ELEV,/'ECTION PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SILVERMAN ARCHITECTS $ �1AN�,/' FARM 10i29i2020 20-2075 "...the business of ARCHITECTURE." -- _ — --------------.- �.__ ---- - _.._... ... - - --._._.... -- _.. _ --— COX LANE ....... ...._.__................. ......--...-...... . .......... ................. .. ..........._...... ....- ..... ......... _.........__...... .-. _......................_ _......_ .. ..._..............._.. -----....._._...._._._..__....... _...... ........................_....... ........._ � .__ ; ... _..... _ CUTCHOGUE, /IX SCALE: DRAWING NO.: AV, 160 MAIN STREET, SUITE 2061 .............._._....._......_................. ...__...._..._................._.... ... .. ........................................ ... ....................................................... ....__..... .... -.._....._.-..........»._..............._............................................ .-.......... ............... .------------------...........................___.. ........... ..... //` M \-/ 1 SAYVILLE, NEW YORK 1178;2 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-2 Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com a COPYRIGHT 2017 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 96 2 10.1 EL c 086 TRI)c TION No TEt3l - /-30-x-3 GENERAL N07E5 CONCRETE FINISH NOTE5 L ALL WORK 15 TO CONFORM TO THE RULES AND REGULATIONS OF THE /. ALL CONCRETE WORK 5HALL CONFORM WITH THE REOUIREMENT5 OF THE 4. BEAM CONNECTIONS 5HALL BE DE5/6NED TO WITHSTAND ONE-HALF THE I PAINTING OR INTERIOR FIN15HINO 5HALL NOT BE DONE UNDER CONDITIONS I LOCAL BUILDING DEPARTMENT AND THE N.Y.5. RE51DENTIAL CONSTRUCTION AMERICAN CONCRETE INSTITUTE A.G.I. 316 LATE5T EDITION. MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL JEOPARDIZE THE QUALITY 0R APPEARANCE OF SUCH WORK. CODE. NO NOTE OR DETAIL OR LACK THEREOF 5HALL BE CON51DERED 2. CONCRETE CONTRACTOR TO 5ET AND PLACE FORMS WITH 5TRIC T SPAN CONDITIONS SHOWN OR THE LOAD INDICATED ON DRAWINGS, WORKMANSHIP,WHICH 15 JUDGED LE55 THAN FIRST QUALITY BY THE A5 RELIEV/NG THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND CARE TO ALL DA 775M FLOOR AND GRADE ELEVATIONS WHICHEVER 15 GREATER. ARCHITECT, WILL BE REJECTED. ACCORDANCE WITH ALL 5TA7F AND/OR LOCAL CODES 3 CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST 5. WELDING 5HALL BE IN ACCORDANCE WITH AWS SPECIFICATIONS USING 2 SUBMIT COLORS TO THE ARCHITECT, FOR APPROVAL. 2 ALL ELECTRICAL WORK TO BE FIRE UNDERWRITER5 IN5PE67ED AND A.G.I. 5PEGIFIGATION. E70 XX ELE6TRODE5. APPROVED. 5UBM/T CERTIFICATE TO OWNER UPON RECE/PT. 4 ALL 7FMPERA7URE REINFORCING 5HALL BE 5UFFICIEN7LY EMBEDDED TO 3. PREPARE 5URFAGE5 TO RECEIVE THE 5PECIPIED FIN15H. TAPE AND SAND 3. ELEG7R16AL CONTRACTOR TO VER/FY ELECTRICAL 5ERV/GE AND PARCEL DEVELOP FULL STRENGTH IN ALL CONCRETE WAL.L5 AND 5LAB5. 6. ALL BOL T5 SHALL BE A5TM A 325N AND SHALL BE IN57ALLED TO A SNUG SMOOTH 65YF504 BOARD TO RECEIVE THE SPECIFIED FIN15H. PAINT GRADE A,,/! r A R M ,00 FOR ADEQUACY IN PROVIDING NEW ELECTR/GAL IN5TALLATION5 A5 5. PROVIDE ADEQUATE TIE5 FOR ALL 5TEEL REINFORCED IN 5LAB5,BEAM5, CONDITION A5 DEFINED IN A15C 5PECIFIGATION5. WOODWORK 5HALL BE HAND 5ANDE9 BE7T11EEN COAT5 AND DUSTED GLEAN. 5HOWN ON THE PLAN5. UPGRADE, SERVICE, METER AND PANEL A5 MAY P/BR5,AND WALL5, REINFORCED TO BE HELD AT CORRECT P15TAN5E FROMALL HOLE5, PITCH POCKETS OR SAPPY PORTIONS SHALL BE SCRAPED AND BE REQUIRE?. FORM5 AND EARTH BY 57EEL CHAIRS OR TIE5. 7. ALL WELDERS SHALL BE GURREN7L r CERTIFIED. THE FOLLOWING 5HELLACKE9, CERTIFICATIONS ARE ACCEPTABLE.• NEW YORK STATE NEW YORK CITY COX 4. ALL PLIUMB/NG WORK TO BE IN 5TRIC T ACCORDANCE WITH NY.5. CODE 6. FOLLOW C.R.5.1. RULE5 FOR PLACING ALL REINFORCING 57EEL AND DEPT. OF BUILDINGS, OR TF5TIN5LABORATORY CERTIFICATION TO THE AWS 4• FILL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WAL.L5, PARTITIONS, OR LA/Ir- AND ALL APPLICABLE LOCAL REGULATIONS. ACCE550R1E5. CODE. GYPSUM BOARD HIM PATCHING PLA57ER AND 5MOOTH OFF TO MATCH 5 CONTRACTOR TO EFFECT AND MAINTAIN IN5URAN5E, I.E. CONTR4CTOR5 7. CONTRACTOR 5HALL 566M/T CONCRETE MIX REPORT WITH PAINTING ADJOINING 5URFAGE5 OR LAMINA T E Wl7H I LAYER OF I/2"GYMN BOARD LIABILITY,WORKMAN5 COMPENSATION, COMPLETED OPERATION5,ETC. COMPRE55ION 7F5T RE5MT5 TO ENGINEER FOR REVIEW PRIOR TO TO ACHIEVE REQUIRED SMOOTHNESS,A5 PER ARCH1755T5 IN5PECTION ADEQUATE FOR THE PURP05E5 OF W15 PROJECT AND FURNISH PROOF OF STARTING FOUNDATION CON5TRIUCTION. I L ALL 5TEEL AFTER FABRICATION 5HALL BE WOR016HLY GLEANED OF RU5T, 5 WIPE NEW GYP5UM BOARD 5LURFACE5 WITH A DAMP 6710TH JUST PRIOR TO TOW/1 oryoUTHOLP 5AME TO THE OhWER PRIOR TO COMMENCING WITH WORK. 6. REPRESENTATIVE T15T CYLINDERS 5HALL BE TAKEN FROM THE CONCRETE DIRT,L005E MILL 5CALE,AND OTHER FOREIGN MATTER AFTER GLEANING, APPLICATION OF THE PRIMED IN ORDER TO LAY FLAT ANY NAP WHICH MAY 6. EACH 5UBCON7RACTOR 5HALL 5UBM/T A COPY OF H/5 /N5URANGE PLACED EACH DAY IN ACCORDANCE WITH CONCRETE 5PE61FICATION5. 57EEL 5URFACE5 5HALL BE 5HOP-PRIME9 HIM ONE GOAT OF METAL HAVE FORMED IN 5ANOING PROGE55. COVERAGE 0WORKMAN5 COMPENSATION, LIAB/L17Y,DI5AB/L1TY) TO TE5TIN67 5HALL BE PERFORMED AT 7 AND 26 DAY5. PRIMER,AND ONE COAT COLOR TO BE SELECTED BY OWNER. PAINT COATS SHALL BE FULL WETTING,APPLIED TtVR0'UGHLY AND EVENLY TO THE 6. UPON COMPLETION OF PAINTING WORK, REMOVE ALL PAINT FROM WHERE IT THE OWNER PRIOR TO COMMENCING WORK EACH 565SONTRA6TOR 5HALL 9. ALL MESH 5HALL BE 5PLICED 50 THAT THE OVERLAP BETWEEN OWERM95T 5URFACE5,AND FREE FROM 5PRAYDU5T, RUNS OR SAGS HA5 SPILLED, 5PLA5HED, OR 5PLATTERED ON LXPG5ED ADJACENT 51IBMIT LIEN RELE45E5 PRIOR TO REQUESTING FINAL PAYMENT. CRO55R./RE5 OF EACH SHEET 15 NOT LE55 THAN THE SPACING OF THE 51MFAGE5. 7. CONTRACTOR 5HALL AT ALL TIMES PROCEED W/7M WORK A5 TO MINIMIZE CRO55 W/RE5 PLU5 TTNO INCHES, UNLESS OTHERW/5E SHOWN ON THE 2 PRIMER 5HALL BE RU5T-0 LEUM 1069 05T-INHIBITING PRIMER OR THE OWNER5 INCONVENIENCE AND SHALL DO 50 IN A WORKMAN-LIKE DRAWING. APPROVED EQUIVALENT. 5ECOND GOAT SHALL BE 0577-0-LEW 1060, OR 7 EXAMINE FIN15H SI/RFAGE5 AFTER COMPLETION OF WORK INCLUDING MANNER. I0. ALL FOUNDATIONS 5HALL BE CAST ON UW157URBED OR CONTROLLED APPROVED EQUIVALENT. MILLWORK INSTALLATION AND PROCEED W17M "TOUCHUP"A5 REQUIRED. 6K/Y504w 6. ALL SALVAGEABLE MA7FRIAL5 AND EQUIPMENT INCLUDING FIXTURES, SOMPAC7ED 501L HAVING A MUNPIN BEAR/NG CAPACITY OF 7W0(2) TONS 6. PROVIDE ARCH17ECT WITH A MINIWM OF 0)6"X l0"BRU5H-0075 cE EACH A�71qA ,a l NC7 L- C7 N A \1/A 7 IONS FURNISH/NGS AND DECOR DEET SHALL BE STORED AND PR07FG7FD FROM 3AFTER ERECTION, ME T UP ALL FIELD L L15ED O R AND ABRADED COLOR AND FINISH FOR ARGHl7FGT5 APPROVAL A�/�( DAMAGE UNTIL THE OWNER DE7FRM/NE5 TME COURSE OF ACTION TO BE PER SQUARE FOOT UNLESS 07HER0/5E NO 7E9(�IBJEGT TO FIELD SURFACES Wl7M SAME TYPE OF MATERIAL USED FGN�2 SHOP COATING. T LEAST 2{1EfK5 PRIOR TAKEN W/TM 5AME. IN5PB6TION AND VERIFICATION BY CONTRACTOR). TO 51 TF APPLICATION. ON-5/75 AFPLICA TION5 5HALL BE REQUIRED ONE WOOD WEEK PRIOR TO FINAL APPROVAL. AR6H(755T RE5ERVE5 THE RIGHT TO A. AREA 071 QUANTITY 9. PRO7FST AND MAINTAIN EX15TIN57 UTILITY LINES R.H/GH ARE TO /I. MAXIMUM 57EP OF FOOTINC75 5HALL BE ONE VERTICALLY TO 77NO ADJUST ANY COLOR/FIN15H ONCE THE WALL TF5T H45 BEEN MADE. 5YMB0L DB5CRIPT/ON SYMBOL DE5CR/PT/ON A.B. ANCHOR BOLT RAD RADIUS REMAIN IN 5ERVICE IN SUCH A MANNER A5 TO AVOID INTERRUPTION OF HORIZONTALLY WHERE ELEVATION5 CHANGE. I ALL LUMBER SHALL BE DOWLA5 FIR LARCH NO 2, FB = 675 P5I, FV= 95 A.G.I. CONCRETE O Gly R.D. ROOF DRAIN q FIN15H UNDERSIDE OF 5OFFIT5(WHERE THEY OCCUR) TO MATCH ADJACENT RECPT. RECEPTACLE THESE LINES UNLESS oTHERR./5E NOTED,ALL EXISTING UTILITIES SHALL BE P51,E= 1,600,000 Psi, MAXIMUM MOISTURE CONTENT�I9% 1N5TI77)7F ALTERED, GAPPED, OR RELOCATED IN A MANNER APFROVE9 BY THE 12. ALL RETAINING WALL5 SHALL BE ADEGUA7FLY BRACED DURING VERTICAL FINI5H, U.O.N. A.D.A. AMERICANS WITH REINF. REINFORCING CON57R1UCT/ON TO MAINTAIN 5AFETY AND 5TABILITY. BACKFILLING 5HALL 2. ALL STUD LUMBER 5HALL BE DOU5LA5 FIR LARCH STUD GRADE, FB = 675 GOVERNMENTAL AUTHORIT/ES AND UTILITY GO�ti1PAN/E5 HAVING.UR/5D/GTION NOT BE PERM/T7FD UNTIL CONCRETE HA5 ACHIEVED 90Z OF THE 5PECIFIEP P5/, FV= 95 P51,E= 1,400,000 P5/,, ,umm MOSTURE CONTENT�14�. 5E6 TION ray- SEE D/5ABlLITIES ACT DN. DOWN ��, lO. INSTALL ELEGTRIGAL SWITCH AND oun.ET COVER PLATES, SURFACE DR. DOOR 50 A5 TO GUARANTEE A COMPLETE IN5TALLAT/ON. HARDWARE,ETC.,AFTER PAINTING AND/OR APPLICATION GE WALL x DWG. X45 NOTED X ELE1/�TION TSG- ADr,t ADHESIVE DTZ. DETAIL DE5/67N STRENGTH. COVERINGS AND CARPET. A.FF ABOVE H. GON7IZAGTOR SHALL PR071GT, PATCH AND REPAIR ALL EX/STING WORK 3. ALL WOOD CONSTRUCTION SHALL COMPLYW/TM THE NATIONAL DE51GN x-x SEE DING. A5 NOTED DWG. DRAWING FIN/SHED FLOCK DWLS DOPEL5 ADJACENT TO H/5 NOW, OR 5AMA6E9 A5 A RE51LT OF H/5 WORK 13. ALL CONCRETE SHALL ATTAIN A HIN114M 57RENGTM OF 3,000 P51® 26 5PECIF16ATION FOR WOOD GON57RUGTION,LATEST EDITION. ALT ALTERNATE EA. EACH WHERE EK15TIN5 MATERIALS ARE TO BE MATCHED, GARS l5 TO BE DAY5. FOUNDATION, SLABS ON GRADE AND CONCRETE EXPOSED TO Il. MODIFY EK15T1NG FLOOR 5URFACES, TO RECEIVE NEW FLOORING MATERIALS ALiALUM. ALUMINUM E l F5 EXTERIOR TAKEN IN BLENDING COLORS AND REPLICATING ADJACENT FORMS AND WEATHER 5HALL BE AIR ENTRAINED. TO PREVENT NOTICEABLE LUMP5 AND DEPRE55/ON5 ANDD. ANODIZED 4. ALL WOOD EKPGSLD TO WEA77-!ER SHALL BE GGA TREATED IN lN50LATION CONTOURS. ACGORDANGE WITH AFPA 57AN9AR05• 12 PARTIT10N5 AND MILLWORK TO RECEIVE STRAIGHT RE51LIENT BASE GYM' A.N.5.1. AMERICAN FIN/5H 5YS7EM l4. ALL CONCRETE REINFORCING 57EEL 5HALL BE IN ACCORDANCE HIMA57M x T/�G- SEE DWG. X_X FIN15H TAG- 5EE FIN15H NATIONAL ELEc./ ELECTRIC%AL l2 BEFORE SUBMITTING ANY PROPOSAL, lT SHALL BE THE RE5PON5/B/Ll7Y A-6/5 GRADE 60 DEFORMED BARS 5. ALL WOOD CONNECTORS 5HALL BE BY "5/M95ON m "15670; OR CARPET, COVE RESILIENT BASE AT RE5/LIENT FLOORING. U.O.N. O LEGEND $ CEILING FIN. 57ANDARD5 ELECT. OF THE CONTRACTOR TO FAMILIARIZE H/MSELFW/TH ALL E 15T/NG x-x A5 NOTED 1N5T1W7E ELEV/EL. ELEVATION GONDITION5, MA7FRIAL5 TO BE MATCHED,WORKING 5PAGE AVAILABLE, l5 WELDED WIRE MESH SHALL BE IN ACCORDANCE W/7M ASTM A-165 APPROVED EQUAL. 13. 5TAINED AND PAINTED SURFACES SHALL BE FINISHED 50CH THAT JOINTS LEGEND APPROX. APPROXIMA7F ENG. ENGIAIEER/ED 5AFE7Y PRECAUTIONS,ETC. REGU/RED FOR THE SAFE AND E�'PEDITIOUS ARE NOT VISIBLE WHEN VIEWED FROM ANY RE450NABLE ANGLE. ARCH. ARRGAH(7FCT/ 6. MEMBERS DESIGNATED A5 'GANG LAM"OR "LAMINATED VENEER LUMBER"OR EQ. EQUAL EXECUTION OF TH/5 CONTRACT FAIL!/RE TO DO 50 W/LL NOT BE l6. ALL 57RUG7UR.4L MEMBERS SHALL BE PG'URED FOR THEIR FULL 17EP7N5 /N "112"5HALL BE MANUFAG7VRED IN AGGORDANGEWITH SPECIFICATIONS BY 14. WALL COVERING 5EAM5 SHALL NOT OCCUR WITHIN P-O"OF GORNER5. PLUMBING AVG. AVERAGE EQUIP. EQUIPMENT CAUSE FOR EXTRA C05 T5 TO 771E OWNER OR OWNER5 REPRE5ENTAT/VE5. ONE OPERATION. CONSTRUCTION JOINT5 56GH A5 A DA r5 POUR JOINTS LOU151ANA PACIFIC CORP. NO 5U95T17V7E5 5HALL BE PERMITTED WITHOUT" APPLY FABRIC 50 WALL 15 DIVIDED WITH A MINIMUM NUMBER OF 5EAM5, B.O. BOTTOM OF ETC. ETCETERA CONTACT THE ARCHITECT IMMEDIATELY IF FIELD CONDITIONS ARE SHALL BE LOCATED IN THE MIDDLE OF THE 5PAN, MAIN REINFORCING TO THE ENC71NEER5 APPROVAL. DESIGN 5TRE55E5 ARE A5 FOLLOWS: FB = AND WITH EQUAL WIDTH PANEL5, V.O.N. - - ELE1/ATIoNACCE550RIE5 TACT- B0. BOARD EXIST. EXISTING FOUND TO BE OTHER THAN TH05E 5HOWN HEREON PRIOR TO PROCEEDING RUN THROUGH THE JOINT, KEY AND ROUGHEN JOINTS TO EXPOSE 2,g5OP51, FV= 29OP51,E= 2,00000OP51 BENCHMARK x_x 5EE�ACCE550RIE5 BLDi. BUILDING EXP. EXPOSED WITH WORK AFFECTED BY 5AME AGGREGATE FOR CHEM/GAL BOND. 15 LOCATE INTER5ECTION5 OF DIFFERENT FLOOR FIN15H MATER1AL5 91REC7LY B.F.P. BACK FLOW EXT EXTERIOR l3. CONTRACTOR 5HALL VERIFY ALL DIMBN5/ON5 PR/OR TO 7. THE ARCH17ECT 5HALL PROVIDE CALCULATIONS TO THE CON7RAGTOR FOR UNDER CEN71R OF DOOR5, V.O.N. LEGEND PRE1/ENTOR F.D. FLOOR DRAIN l7. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT AS SHOWN ON BLK BLACK FABRICATION. VERIFICATION OF LOA05 AND BEAM 5/2E5 WITH MFR PRIOR TO ORDERING EDN. FOUNDATION THE DR4lN/NGS, WITHOUT THE APPROVAL OF THE ENGIN�R. BLK'G. BLOCKING FIN. FIN/5H 14DISCREPANCIES,ERRORS, OM/SS/ONS,ETC., IN ANY PORTION OF THE AND M4M FAG7URE. NOTIFY ARGHl7FGT OF ANY D15GREPANCIE5, 1N.WRITING, 16• 5UBMIT CARPET 5E'�MING PLAN(!=OR BROADLOOM TO ARCHITECT PRIOR TO . �/OULD 7T/ERE BE A PROBL.Ehf. ORDERING AND AT LE45T(4){1�FK5 PRIOR TO INSTALLATION FOR EXTERIOR FIN15H TACT- BRG BEARING FIXT. FIXTURE DRAW/N55 WHICH ARE AT VARIANCE WITH THE LAW ORDINANCES RULE5 /6. MAXIMUM LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION 5HALL ROOM ROOM NUMBER 5EE EXT. Mfg TRIAL BTM. BOTTOM FLR. FLOOR ARGHl7FGT5 REVIEW AND APPROVAL. FX] OR REGULATIONS, BETAKING ON THE CONDUCT OF THE WORK SHALL BE BE NO MORE THAN 77^lO CONSECUTIVE COLUMN D/M. OR 60 FEET. BTN. BETkE-FN FRZ. FREEZER 6. THE CONTRACTOR 5HALL BE RE5PON5/BLE FOR COORDINATING ALL XXX T/AG REPORTED PROMPTLY TO THE ARCH/15677. LEGEND/SITE GAB. GAB/NET FT. FEET/FOOT REQUIRED INSPECTIONS OF THE R0Ik74 AND FINAL FRAMING 17. METAL DOORS, GONVE60R COVERS, FRAMES AND WALLS A5 5PEGIFlEI7, G.G.F. COMPACTED FTG. FOOTING 15. IF CONDITION5,ENGOUN7FRE9 DURING CONSTRUCTION DIFFER 1g. CONCRETE CONTRACTOR TO BE RE5PON5/BLE FOR 5ETTING ALL ANCHOR TO RECEIVE A PAINT FIN/5H SHALL BE PAINTED A5 FOLLOWS: GRANULAR FILL CA. GAGE'GUAGE FROM WHAT 15 SHOWN ON DRAW/NG5, THE ENGINEER SHALL BE BOL T5 AND LEVELING FLA 7E5. q. REFER TO DRAW/NG 675-2 FOR DE5/GN LOADS. GAL. GALLON 20. PROVIDE CONT/NUOU5 2x6 TREATED 5/LL PLACE OVER 7ERM17E SHIELD G.J. GQN7ROL JOINT NOTIFIED IMMEDIATELY AND WORK SHALL NOT PROGRESS UNTIL GALV. GALVANIZED FIRST GOAT: LA7FX PRIMER DOOR TA6-- PROPOSED HALLS G L. GENCFR LINE G.G. GENERAL ALL PROBLEMS ARE RESOLVED TO THE SATISFACTION OF THE TIED INTO FOUNDATION WALLS Wl7N 5/6"ANCHOR BOLTS 3'-0"o.c. (l'-O" IO. ALL CONGEALED SPACES IN WOOD Fr�AMING SHALL BE FIRESTOPPED Wl7M 5ECOND COAT: LA7EX EGG5HELL SCHEDULE 4` REFER TO FLOOR GLC. CEILING CONTRACTOR ENGINEER. MAX. FROM ALL CORNERS)WITH IO"min EMBEDMENT. PROVIDE SILL WOOD BLOCKING ACCURATELY FITTB? TO FILL THE OPENING AND ARRANGED THIRD GOAT. LATEX EGGSHELL O CLOS CLC5ET GD. GRADE TO PREVENT DRAFTS FROM MOVING FROM ONE 5PAGE TO ANOTHER. DOOR ZE53CPLf�NS FOR SIZE GLR CLEAR GL. GLA55 /6. ALL 5UBGON7IRACTOR5 5HALL BE RESPONSIBLE FOR FILING AND SEALER AND GROUT SILL PLATE TO WALL. METAL DOOR5 FRAME5, d CONVEGTGR5: COL. COLUMN GIP GYPSUM OBTAIN/NG APPROVAL5 FOR THEIR WORK WHICH MAY BE REQU/RED. 21 FLOOR 5LAB5 ON GRADE TO BE 4"POURED CONCRETE WITH 6x6/I.4XI4 GA. II. PROVIDE BRIDGING 6'-0"o.c. MAX(50L ID OR CRO55 BRIDGING). FIR5T COAT.• LATEX METAL PRIMER GONG. CONCRETE H.G. HANDICAP l7. ALL 5UBCONTRACTOR5 SHALL PROVIDE ALL EQUIPMENT, TOOL5, FENCES, HIRE REINFORCING AND 57EEL TROWEL FIN/5H. PROVIDE I/2" SECOND GOAT.• LATEX SEMI 671055 ENAMEL COP. CONDUIT ACCE55/BLE 7RAN5PORTATION, 5AFE6UAR95,ETC.,A5 REQUIRED FOR THE PROPER 7MIRD GOAT LA7EK SEMI OL055 ENAMEL PROP05E9 DOOR CONN. CONNECTION H.G. HOLLOW GORE EXECUTION OF THEIR WORK. PIREMOULDED EXPANSION JOINTING AT FLOOR SLAB AND FOUNDATION 12. NOTCHES OR HOLES FOR PIPING ETC. la5TRM 57MRAL FRAMING MEMBERS WINDOW T�A(5- REFER TO FLOOR CON5T. GON57RX TION HD. HIGH DENSITY WALL. PROVIDE 2"(R-10 m/n)R167/9 INSULATION 2'-0"EACH WAY (FOR 5HALL NOT BE PERMI77ED. I6. PAINT 5HALL BE LATEX- INTERIOR FINISHES TO COMPLY WITH LOCAL HDR. HEADER l6. ANY DEY/ATIONS FROM THE ARGH/7FGT5 DRAW/NGS MUST BE SUBMITTED X 5CHEDULE 4t CONT. GONTINUOU5 HDR. HARDWARE TO THE ARGHITFGT IN WRITING FOR APPROVAL. HEATED 5PACE5). BUILDING CODE AND SHALL BE INT E-RIOR FINl5H GLA55 G FOR CORRIDOR5 PLAN5 AND 5CHED. CONTR CONTRACTOR 13. DOUBLE J0153 UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE JO15T5. AND ROOMS. DOOR 5CHl? G.T. CERAMIC TILE H9WD. HARDWOOD /q, EACH CONTRACTOR AND 5U560N7RACTOR SHALL BE RE5PON5/BLE FOR 22. ALL 5LAB5 ON GRADE SHALL HAVE TM/GKENIN55,DEPRE551CN5, FOR 5/ZE C.SI. GON5TRAGTION H.M. �NTRf1G OR(5) MAINTAINING 5AFE7Y ON THE JOB 517E DURING THE CON57RUGTION OPEN/NGS,ETC., AS REQUIRED 0R AS SHOWN HEREIN OR ON 14. ALL FLOOR AND SKYLIGHT OFFNIN55 ARE TO BE FRAMED HIM DOUBLE Iq INTERIOR FINISHES SHALL BE CLASSIFIED IN AGGORDANGEWITH SURFACE SPECIFICATION //T HEIGHT PHA5E TO COMPLY R.ITH THE REGULATIONS AND REQU/REMENT5 OF THE ARCH17157URAL DRAWINGS. HEADERS AND TRIMMERS, FULLY JOINED WITH 57EEL BRIDGES OR "75505FLAME RATINGS ALL FIN15HE5 IN THE PROP05E9 AREA TO BE INTERIOR 1N577TUTE H.VA.C. HEATING, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. TH15 SHALL FIN15H GLA55 B. FIN15HE5 MATERIAL 5HALL HAVE FLAME-SPREAD RATING PROP05ED GU. CUBIC VENTILATION,AIR INCLUDE, 23. PROVIDE POGKET5 /N WALL FOR COLUMNS"BEAM5 AND 5L�AB5. GOND/TION/NG BUT ARE NOT LIMITED TO: PROV/D/NG ALL NECESSARY M/N/MUM BEARING ON WALLS OR BEAM5: � FOR SLABS 6 FOR BEAM5 IS TO ELIM/NA7F THE HAZARD OF MOISTURE CONDENSATION IN GOLD l�A7NER, OF 26 TO 75 SMG'KE DEVEL.GN'ED RATING OF GL.A55 B. Ax REVISION T,46 FIXTURES FOR DBL. DOUBLE TEMPORARY SUPPORTS AND BRACING A5 MAYBE REQUIRED PRIOR TO AND TO PERMIT THE E5CAPE OF HEAT IN HOT PEA THER. VENTILATION OF DEC. DEGREE5 1.0. 150LAT ED&ROUND U.O.N. FUTURE DIA. DIAMETER INCHES THE THE INSTALLATION OF NEW 577RUG7URAL ELEMENTS,A5 WELL A5 ATTIC AND GROWL SPACES 15 REQUIRED. BLOCKING AND BRIDGING SHOULD 20. AITAGHMENT AND ADHESIVES FOR lN71RlOR LOCA TlONS,WHICH WILL DIM. DIMEN5/ON INCL. INCLUDE/ED ADEQU47F AND PROPER BARB/6ADE5, RAILING5,LIGHTING, 5TAIR5, ETC. 24. TOP ELEVATION OF 5LAB5 5HALL VARY ACCORDING TO FIN15H FLOOR BE ARRAN57,E9 50 A5 NOT TO INTERFERE W17H THE MOVEMENT OF AIR FRODUGE PRODUCTS MORE TOXIC THAN THOSE GIVEN OFF BY WOOD OR IN51JL. INSULATION INFO. INFORMATION RBQU/RED TO PRO 7FGT THE WORKMAN, OWNER5 PER50NNEL AND MATERIAL. 5EE ARGHIM6nRAL DRAWINGS. PAPER WHEN DECOMPOSNNG OR BURNING WILL BE REJECTED. lN5TL. INSTALLATION/ " 2/. ALL NEW OR MODIFIED GONSIRUGTION SHALL BE FINISHED AS PER OWNERS' INT. lN7FRlOR OTHERS FROM INJURY DUE TO GON5IRIUGTION WORK. PROVIDE FREE l6. ALL GA77�IEEDR4L CEILINGS SHALL HAVE GONTINUO/S VENTILATION FROM COMBO CARBON MONOXIDE J-BOX .VN6TION BOX INSTALLED AND 5AFE PA55AGE FOR PER50N5 TO AND FROM AREA5 AND 25. IN ANY APPROVED CON5TRUCTION JOINT, PROVIDE 2X 4 KEY MIN AND 24 EWES TO RIDGE. 5/ZE 1N5ULATION ACCORDINGLY. PROVIDE 3/4"dia. VENT SMOKE DETECTOR JST. .01ST REOV REQUIRED BAR DIAMETER LAP(I6"MIN)OF REINFORCING EXCEPT FOR 5LAB5 ON 5ELEGTION5 IN ACCORDANCE HIM MANUFACTURERS PUBLISHED SMOKE DElEGTOR 5HALL BE FAG/L/T/ES R.H/GN ARE TO REMAIN � HOL.ES A5 NEED177 7NRU SKYLIGHT FRAMING TO MAINTAIN DONT/N(/OUS 5HALL BE HAROHIRED JT. JOINT RM ROOM GRA91= 5PECIFICATION5. LDiSD HARDHlREL> TO CENTRAL O TO CENTRAL SYSTEM IN 5UPPUER R.O.U RRA H PANT 20. FIGURED D/MEN5/ON5 5HALL GOVERN 5MALL 5GALE DR NINC75 WHERE 26. SLAB ON GRADE SHALL BE POURED IN 57R/PS GON57Rl/GTION OR CONTROL VENTILATION. 5)"5 TEM H/T H BATTERY LAM. LAMINA 7E D/MEN5/ON5 ARE E57ABLI5HED BY CONDITIONS. 1F EXl5T1N5-,EACH Hl TH BA TTERY BA 60P LAV. LAVATORY 5AN. 5AN/TARY JOINTS 5HALL HAVE A MAXIMUM 5PACIN57 OF 30'-0"IN EITHER DIRECTION. l7. DOUBLE J015 T5 UNDER ENTIRE BATHROOM AREA UNLE55 07MERW/5E N07FD. BACKUP567. 50LID GORE CONTRACTOR SHALL MEA5URE EXISTING CONDITIONS PRIOR TO ORDERING LBS. POUNDS 55HD 5CHEL ME MA7FRIAL5 AND COMMENCING W/TH WORK MAXIMUM AREA OF POUR SHALL BE 2700 5671 FT. l6. THE CONTRACTOR 5HALL INCORPORA7E ALL REQUIRED 57RAP5,ANGLES, L.F. LINEAL FOOT SECT. SECTION 21 GENERAL CONTRACTOR AND H/5 5U95 ARE RE5PON5/BLE FOR ALL LAY- 27 ALL WALL AND PIER FOOTINGS 5HALL BE MINIMUM 12" THICK AND PRCLECT TIE5, 5UPPORT5,ETC. A5 MAYBE REQUIRED FOR PROTECTION OF STRUCTURE APPROVED AS NOTED OCCUPANCY OR / //N� �w /t5T L.P. LOW POINT 5.F. SQUARE FEET OUT WORK, INCLUDING 5PE61F/LD LAY-OUT DRAW/N65 A5 REQUIRED. 6 MIN/MUM BEYOND ALL FAGE5 OF WAL.L5 AND FIER5 UNLE55 07HER 15E FROM FORGES OF NATURE. TH15 INGLUDE5: ROOF TO ROOF,•ROOF TO WAL-L5, La S- M �//�1F( MATE. MATERIAL MAX. MAXIMUM 5HT 5HEET GENERAL CONTRACTOR 5HALL COORDINATE RE5PEGT/VE 5U96ONTRAGTCR5 N07F9. W4LL5 TO R.ALL5 AND WAL..L5 TO FOUNDATION. THE5E F457ENER5/TIE5 DATE:/-3o-9.3 B,P USE I S UNLAWFUL { MEGH. MECHANICAL 5/M. 51M/LAR ,50 A5 NOT TO GAU5E UMVE HARD5H/P,DELAY AND /N7FRFERENGE W/7N. 5HALL BE A5 MFRV BY S/M950N OR APPROVED EQUAL. MFG. MANUFACTURER 5M. 5MALL CCN9 cT OR kvORK 26. GROUT USED 5HALL BE NON-FERROUS NON-5HR/NK GROUT BY IN-PAKT AND FEE BY: WITHOUT C ERTI FI CAT MIN. MIN/MUM 5PEG5 5PEGIFIGATICN5 5HALL ATTAIN A 57RENGTH OF 4,000 P5/ IN IPA*. NOTIFY BUILDING DEPARTMIENTAT M/5G. MISCELLANEOUS C 5Q/lA 22. CONTRACTOR TO REMOVE ALL DEER/5 GREA7FD BY MI5 WORK FROM ME Ig. ALL FA5TENER5 FOR PRE55URE 7REA?bD7 LUMBER TO BE HOT GALVANIZED. LARCH/TEC TURAL: MM. MILLIMETER 50 FT 50V ARE FEET 517E AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BA5/5 OR 2g. ALL SLAB TEMPERA REINFORCEMENT TO BE FIBERME5H CONCRETE 631-765-1802 8AM TO 4PM FOR THE p F �G�U PA N C�� 675-/ - NOTBS, r M.R. MOISTURE 5.5., 5/5 5TAIME55 57121 500NER IF COND/TIONS WARRANT. REINFORCEMENT A5 MANUFAG711RED BY F/BERME5H GO. OR APPROVED FOLLOWING INSPECTIONS: LBc5BND $ ABBREVI A T/ONS RESISTANT EQUAL. MIXING AND PLACEMENT 5HALL BE 1N ACCORDANCE TO 1. FOUNDATION-TWO REQUIRED MTD MOUME9 579. STANDARD 23 AT THE COMPLETION OF WORK THE 517E 15 TO BE CLEARED OF ALL .�.�. C5-2 - CODE COMOVANCE NOTE5 $ DBTAIL5 � 5n.. 57FEL DEBRI5 AND EKCE55 MA7ERIAL5. THE FACILITY I5 TO BE LEFT BROOM' MANUFAGTURER5 5PEGIFICATIONS. ", ,�u,,�.. ,- -•- FOR POURED CONCRETE PP-1 - PLOT PLAN N.I.G. NOT IN CONTRACT STRICT. 5TRXTURE/--AL GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL 5ATI5FACTION 2. ROUGH-FRAMING&PLUMBING TION A-I - BUILDING t'LAN5 AND 5CH5DULB5 NOM. NOMINAL NWNBER NAL 5IU5PLP. ��ED 4. FINAL-CONSTRUCTION MUST OF TME OWNER PRIOR TO RELEASE OF FINAL PAYMENT. 3. N.5.F. NATIONAL. T/ TOP OF 24. THE ARGH/71GT HAS NOT BEEN RETAINED FOR ADMIN15TRA TION OF THE 57EEL BE COMPLETE FOR C.O. 5ANITATION 7B. THROUGH BOLT GON57RUGTION OF 7M/5 PROJECT. 1 Iti�'•C� FOUNDATION T$B TOP $ BOTTOM I. ALL STEEL FABRICATION AND ERECTION 5HALL CONFORM To A156 FIFE In � � ALL CONSTRUCTION SHALL MEET THE �-3 - PROPOSED 59010MENT PLAN, SCHFDUL SND ELEVA T/oN5 X00 VER L ALE T E ROOVE 25 CONTRACTORS 5HALL COOPERATE WITH ALL OTHER TRADES AND WHERE 5PECIF/GAT/ON5 FOR 57RUG7VRAL 57FEL,LATEST EDITION. E I ` ® f� a`'` REQUIREMENTS OFTHE CODES OF NEW- - -� REQUIRED INSTALL ALL BUIL T-IN WORK, 5LEEVE5, INSERTS, ETC., A5 t YORK STATE. NOT RESPONSIBLE FOR ".. �� i O.G. ON CENTER TYP. TYPICAL REQU/RED FOR A COMPLETE JOB. 2. ALL 57RX WRAL 5MEL 5HALL BE ASTM A-36,EXCEPT 57RU67URAL TUBE wf DESIGN OR CONSTRUCTON ERRORS ;. O T OPENING UL. UNDERWR/7185 R.H/CH 5HALL BE A5 77-f A500 GRADE B. AND 5TRUC7URAL. PIPE WH/GH 5HALL D E C T G 202 OPT. OPTIONAL LABORATORIES 26. SEE N.Y.S. BUILDING GON57RUGT/ON GODS MANUAL FOR REQUIRED WOOD OPP. OPP05/71 W. ULTRAVIOLET FRAME NAILING 5GHEDULE BE ASTM A501. . PLATE V. VOL /VOL TACE ... PLMB. PLUMBING VB. VAPOR BARRIER 3. ALL 57RUGTURAL 57EEL 05E905E9A5 EXTERIOR WALL LIN71L5 5HALL BE T PL PLYWD. PLYWOOD V.P. VENT PIPET,,.. . y _e ... .:: '.n GALVANIZED. PNL. PANEL VERT. VERTICAL SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: PREP PAIR PREPARATION/ w/w/o W/1H/W/7HOUT PREPARED (' E,r' {ADW W/IVDOW DATE: L2MIT PTIOt t WD. WOOD �, ,�,o ^:�; ivnizo PFI2MIT COVER f MEET P.S.F POUNDS PER tP ;. 01a7rn RLVV011 i SQUARE FOOT W.H. hG47ER HEA r n a, izrisrn Rev�nonz ® /NOTES•, LE.GE_/`IP & APJP)REVIATIO/`If P5.1. POUAM PER R.P. R.A7FR PROOF if < + I SQUARE INCH WT. WEIGHT PT. PARTIFOINT H.H.F. WELDED WIRE NO 004. ± FABRIC ;.� � CAD FILE NAME: PVMT. PAVEMENT ' 20_2075_0/'-1 N E M S C H I C K S I LV E R M A N ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT : the business of ARCHITECTURE." 8 MAITV FARM 10/29/2020 20-2075 "... - -....... _....... .._...- - . .................._....... ....................7 ...................... :=.............-.:::............:-................... CA _._................_............._ ...................._.................. ..... ................. - S LE: DRAWING NO.: Aw CUTCHOGUE, NY _..... _.. ._------ _ .._._. --......_...__....._...__._...._...__.._.. ... E I __.................... - 66 EAST MAIN STREET, ___...__ -....._.__.._.._....._ ......_.._..._.__..___...._._..... .._......__..._.. __. A./',/�10WN PATCHOGUE, NEW YORI�C 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: 0-me Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com i�COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 96 2 10.1-10.2 EL cr Il CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF THE TOWN OF 50UTHOLD TABLE 602.3(1) FASTENING SGHEDULE TABLE 602.3(1) FASTENING SCHEDULE NAILING 4 STRAPPING AT PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.2 (1) EXTERIOR WINDOW / DOOR HEADERS WIND DESIGN SUBJECT TO DAMAGE FROM DESCRIPTION OF NUMBER AND TYPE 5PAGING AND ITEM DESCRIPTION OF NUMBER AND TYPE 15PAGIN6 AND NAILING SCHEDULE: ITEM BUILDING ELEMENTS OF FASTENER LOC ATI ON BUILDING ELEMENTS OF FASTENER LOC ATI ON RD"oMMM REQAREM M FDR MMM OF911N65 GROUND - SEISMIC WIND ICE BARRIER AIR MEAN DESIGN FLOOD SNOW 5PEEe TOPOGRAPHIC SPECIAL WIND WIND-BORNE FR05T LINE DESIGN UNDERLAYMEN FREEZING ANNUAL ROOF WALL CONTINUED + N0TA110N A B c a E LOAD (MPH) EFFEGT5' REGION' DEBRIS ZONE'" CATEGORY' WEATHERING DEPTH b TERMITE TEMP REQUIRED" HAZARDS INDEX I TEMP 4-8d box WIM 3-8d box SEE PLANS SEE PLANS SEE PLANS MODERATE TO SEE PLANS SEE PLANS SEE PLA SEE PLANS SEE PLANS (2 Y2" x 0.1139; or (2 Y2" x O.l 13")• or W- 4 ro 2294 z z z 25 PSF 128 MPH $ SEVERE 3 FT. BLOGKIN6 BETWEEN GEILING JOISTS 3-8d common 3-8d common 6'-0' ° (2)2X4ORN2X6 5 s s EXAMINEJZ EXAMINER EXAMINER HEAVY EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER I OR RAFTERS TO TOP PLATE (2 Y2" x 0.131"); or TOE NAIL °'-0' ° (�2X40RN2X6 s 9 s TYP.FROwDERAFT9eT0 (2 Y2" x 0.1319• or Iv_w 10 (2)2X6 4 4 4 KING AMC~HfN 3-I0d box 3-I Od box 12W 1 12 t 0;2X6 s s 1 s c E ALWM OR RAFTERS Arra WIND-BORNE POR15 PROTECTION FASTENING NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS 0" x 0.128"); or (3" x 0.128"); or ~WHIM a'W MILS AT EAGFI END of sTRAFFIN55 nrets A r T I a KTORATIM SGHEDULE FOR WOOD 5TRL107URAL PANELS PER 2020 RE51DENTIAL CODE OF NEW YORK STATE PER 2020 RE51DENTIAL CODE OF NEW YORK STATE 3-3 x 0.131 nails 3 staples, I crown 16 8.MM OF SILL STIRS ON M RAT OM Nor AMY To DOORS) PER 2020 RE51DENTIAL CODE OF NEA YORK STATE TABLE R3012.12 SECTION R403.1.6 SECTION R505 4-8d box I" X 8" AND W I DER SHEATHING TO go., 1 3/4" Ion c.INKIR of M NEI6HI•KIN6 SnM AT EACH sloe OF H-VM (2 Y2" x 0.113"); or 20 FACE NAIL V.NMER OF I6D NAILS BID-NAILED TIIRQ1fiH ADJAMT KIN6 5'W F FASTENER SPACING 3-8d common EACH BEARING WI er an I x 8 END OF IfAM AT EACH°IDE FASTENER WOOD SILL PLATE SHALL BE FASTENED TO THE 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH PER JOIST 4-8d box E N1i M OF MK SrM AT EACH END OF HEAVIM 4FOOT 6FWT 2 GEILING JO15T5 TO TOP PLATE (2 Y" x 0.131") or ' � (A59Ub1E00MIIMAM) FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BEA AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 TOE NAIL 3 Y2 x 0.113'9;monor F N ce*v Wes 50 NAIL rpaIASN Ap,VLW 444.K qnm TYPE PANEL SPAN <PANEL SPAN <PA1�El.SPAN 3-10d box 3-8d common JACKS AND KM65 A5 < 4 FOOT < 6 FOOT < g FOOT MIN. 1/2" IN DIAMETER AND SHALL EXTEND A MIN. OF '7 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. „ To 50 OF SILLS)AT EACH SIDE(wm NOT APPLY TO DOORS) #6 WOOD SCREW BASED INCHES INTO MA50NRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS 5 x 00.13111); or (2 Y2" x 0.151"); or SHOYYITYP_DEfAIL.LB'1 3-3" x Halls ANCHOR WITH 2-INCH I6" 10" 8' MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 3-IOd box EMBEDMENT LENGTH CEILING JOISTS NOT ATTACHED TO (3" x box (3" x 0.128")• or INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. (3" x 0.128"); or W/N170W DOOR 5TRr4PP/N6 #lo Hoon SCREW BASED PARALLEL RAFTER, LAPS OVER 4 staples, I crown I6 ANCHOR WITH 2-INCH I6" 12" q" AND WA5HER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER OL05ET COMPARTMENTS AND 3 PARTITIONS (SEE SECTION R802.5.2 3-16d common FACE NAIL a., 1 3/4" Ion NOTE: EMBEDMENTLEN6TH THE PLATE AS PER 2020 RE51DENTIAL CODE OF NEW AND TABLE OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH 8802.5.2) (3 Y2" x 0.162")• or ALL STRAPPINSWBE1-/45Q0GAM STI$.OR FLOOR "81MPSON'I5WVALW-C52o(CDILED STRAP) I/4-I►�,H LA�s SCREW YORK STATE. AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55 4-3 x 0.131 Halls uui.S.rRAPF1N65HALLBE1r�T,w.®FwoRroSI�ATIN6) BASED ANCHOR WITH I6" Ib" I6° THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE CEILING, JOISTS ATTACHED TO PARALLEL 4-8d box 2-INCH EMiBED1�NT LEN6TH „ , A. THI5 TABLE 15 BASED ON leo MPH ULTIMATE OM16N HIND SFM-5,V.,AND A 53-FOOT WAN ROOF HE16HT. OPENABLE. RAFTER (HEEL JOINT), (5EE SEGTION (2 Y2 x O.I 13 ) or AIAVOX � �®® �� � /N� � ��/� B. FAST OM SOU BE 06TALLM AT OPPO51N6 ENDS of THE HOOD 5TRIICTIIRAL PANEL. 4 Table R8,025.2 FACE NAIL 3-8d common FASTEIdRS 5HALL BE LOCATED NOT LE55 THAN I INCH FROM TM EDGE OF THE PANEL 8802.5.2 AND TABLE 8802.5.2) (2 Y2" x 0.131")• or C1. ORS SH . ANCHALL FBETRArE M01,15H THE EX 1MOR HALL CO MN6 KTH AN EMBEDMENT L.EN6TH of Nor 21 JOIST TO SILL, TOP PLATE OR TOE NAIL LE55 THAN 2 WAE5 INTO THE 13ILDINS FRAME.FASTEMRS SPALL 13E LOCATED NOT LESS THAN 21/2 INC.HLiNOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY ESCAPE AND RESCUE EGRESS 4-1 Od box GIRDER 3-10d box 5CALE=N75. FROM THE EDGE OF THE CONCRETE BLOCK OR 02 CRETE' (3" x 0.128'); or (3" x 0.128"); or D. PM4.5Arrok&DTOMASMYORMA5ONRY5TrWSHALL13EA"MA&MISINSVIBRATON�iE515TANr PER 2020 RE51DENTIAL CODE OF NEW YORK STATE OPENINGS REQUIRED PER 2020 RESIDENTIAL CODE COLLAR TIER TO RAFTER, FACE FACE NAIL ANCHoRs HAwm m ULTMATE YvHDRAK&cAPACITY OF Nor uE55 THAN 000 PO'INDS. 5 3-10d common 3-3 x 0.131 nails SECTION MI502 OF NEW YORK STATE SECTION R510 NAIL OR I Y4" X 20 GA. RIDGE STRAP TO RAFTER (3" x 0.148"); or ERAA�TER 8d box(2)15" x 0.113" • 4" TOE 4-3 x 0.131 nails 8d common NAIL MINIMUM UNIFORMLY 015TRIRITE:D LIVE LOADS I. DRYER EXHAUST 5Y5TEM5 SHALL BE INDEPENDENT OF 1. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING 3-16d box nails 2 TOE NAILS ON RIM JOIST, BAND JOI5T OR (2 Y2" x 0.131")• or PER 2020 RESIDENTIAL CODE OF NEW'YORK STATE:TABLE R3015 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE (3 Y2" x 0.135") or ONE 51DE AND 1 22 BLOGKING TO SILL OR TOP IOd box 6" TOE 2. DRYER EXHAUST SYSTEM SHALL CONVEY THE EMERGENCY E50APE AND RESCUE OPENING ABOVE AND 3-I0d common nails TOE NAIL ON PLATE (ROOF APPLICATIONS (3" x 0.128"); or NAIL USE LIVE LOAD M0157URE AND TERMINATE TO THE OUT5IDE OF THE BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.7 6 RAFTER OR ROOF TRU55 TO PLATE (3" x 0.148"); or OPP051TE 51DE ALSO) 3-3 x 0.131 nalls BUILDING. SQ.FT. AND A GRADE FLOOR OF 5 50.FT.. 4-I0d box OF EACH 3-8d box UNINHABITABLE ATTICS W/0 STORAGE 10 PSF 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY ESCAPE AND RE50UE OPENINGS SHALL (3" x 0.128"9; or RAFTER OR (2 Y2" x 0.1139; or ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE 4-3" x 0.131" nails TRUSS 2-8d common UNINHABITABLE ATTICS WITH STORA(5E 20 P5F INSTALLATION INSTRUCTIONS. FLOOR. 4-16d 23 1" X 6" 5UBFLOOR OR LE55 TO (2 Y2" x 0.131")• or (3 Y2" x 0.135")• or 3-10d box FAGS NAIL HABITABLE ATTICS AND ATTICS NV FIXED STAIR 30 PSF 4. SCREENS SHALL NOT BE INSTALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 EACH JOIST TERMINATION. INCHES. 3-10d common (3" x 0.128"); or " BALCONIES (EXTERIOR) AND DECKS 40 P5F (3" x 0.148"); or TOE NAIL 2 staples, I crown 16 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE'. 20 4-lod box a., 13/4" Ion GUARDS AND HANDRAILS SHEET-METAL 5GREWS OR FASTENING MEANS WHICH INCHES. } 4- x l box ); or ga., 1 box 200 PSF EXTEND INTO THE DUCT. 5. OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE ROOF RAFTERS TO RIDGE, VALLEY 4-3' x 0.131 ' nails „ 7 OR HIP RAFTERS OR ROOF RAFTER 24 2 SUBFLOOR TO JOIST OR GIRDER (3Y2" x 0.135,9or 6EXHAUST DUCTS SHALL BE EQUIPPED WITH A OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. RIDGE BEAM BLIND AND . 3-16d box nails 2-16d common FAGS NAIL GUARD IN-FILL COMPONENTS 50 PSF TO MINIMUM 2" BAGKDRAFYT DAMPER. b. A DOOR OPENING HAVING A THRESHOLD BELOW THE (3 Y2" x 0.135"); or (3 " x 0.162'9 ROOMS OTHER THAN SLEEPING 40 P5F 7. EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A 2-16d common 3-16d box 0.0157 INCH-THICK RIGID METAL DUCTS, HAVING BULKHEAD ENCLOSURE WITH WELLS BEING A MINIMUM (3 Y2" x 0.162")• or END NAIL 2" PLANKS (PLANK BEAM- „ „ AT EACH 25 (3� x 0.135 )• or BEARING, SLEEPING ROOMS 30 P5F SMOOTH INTERIOR SURFACES WITH JOINT5 RUNNING IN CLEAR AREA OF cl SQ.FT. AND A MINIMUM HORIZONTAL 3-I0d box FLOOR $ FLOOR) 2-16d common FACE NAIL THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH OF 36" AS PER SECTION 310.2.3 (3" x 0.128"); or (3 Y" x 0.162") STAIRS 40 PSF 8. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE 3-3 x 0.131 nails 3-16d common DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE KA-L (3 Y2" x 0.162"9 LIMITED TO SINGLE LENGTHS NOT TO EXCEED 8 FEET IN NOTE: WIND DESIGN F'RE55URE FOR EXTERIOR WINDOWS Ibd common 24" O.G. 4-IOd box MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER SQUARE STUD TO STUD (NOT AT BRACED (3 Y2" x 0.1629 FACE NAIL (3" x 0.128"); or FOOT OF HORIZONTAL PROJECTION LENGTH AND SHALL BE LISTED AND LABELED IN GLASS DOORS AND ANCHORING PER 2020 RESIDENTIAL 8 WALL PANELS) IOd box (3" x 0.128"); 16" O.G. 26 BAND OR RIM JOI5T TO JOI5T 4-3 x 0.15111nails END NAIL PER 2020 RE-51DENTIAL CODE OF NFA YORK STATE TABLE 8301.6 ACCORDANCE WITH UL 2158A. CODE OF NEW YORK STATE SECTION RbOq or 3" x 0.131" nails IFAGE NAIL 4-3 x 14 ga. staples, q. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN Ibd box (3 Y2" x 0.135"); or 12" O.G. _�6" crown TRIBUTARY LOADED CONSTRUCTION. I. EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED STUD TO STUD AND ABUTTING STUDS AT 3" x 0.131" nalis FACE NAIL 20d common NAIL EAG H LAYER AREA IN SQUARE FEET FOR 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER TO RE515T THE DE51GN WIND LOAD5 5PECIFIED IN 9 INTER5ECTING WALL CORNERS (AT Ibd common 16" O.G. (4" x 0.192"); or A5 FOLLOWS: 32" ANY STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE TABLE R301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT BRAGED WALL PANELS) 1 „ ROOF SLOPE (3/2„ x 0.162 ) FAGS NAIL O.G. AT TOP AND 0 TO 201 TO OVER TRANSITION DUCT FROM THE DRYER TO THE WALL OR AND EXPOSURE WITH TABLE R301.2(3). PER 2020 Ibd common O.G. EAGH BOTTOM AND 200 600 600 ROOF TERMINATION. RE51DENTIAL CODE OF NEW YORK STATE SECTION R301 10 BUILT UP HEADER (2" TO 2" HEADER (3 Y2" x 0.162") E06E FACE NAIL 5TA000ERED 11. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES WITH Y2" SPACER) 16d box (3)12" x 0.135"); 2 O.G. EA-G-9- IOd box 2 O.G. T FLAT OR RISE LE55 THAN 4'PRR FT. 20 16 12 NOT INCLUDE THE TRAN51TION DUCT. EDGE PAGE NAIL (3" x 0.128"); or TOP AND BOTTOM (1;3) NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-8d box 3 x 0.131 nails 5TA66EREUON PER 2020 RE5I12ENTIAL CODE OF NEW YORK STATE (2)2" x 0.113 ) or 27 BUILT-UP GIRDERS AND BEAMS, 2 OPP051TE 5105 R15E 4" PER FT. (1:3) TO LE55 NOTE: GIRDER SPAN5 FOR EXTERIOR WA_L5 SECTION R301.2.1.2 11 CONTINUOUS HEADER TO STUD 4-8d common TOE NAIL INCH LUMBER LAYERS THAN 12 " PER FT. (I:I) IE 14 12 PER 8602.7.1 (2 Y2" x 0.131"); or I 2-20d common WOOD STRUCTURAL PANEL5 WITH A MINIMUM THICKNE55 4-lod box 3" x 0.128" (4" x 0.192"),• or FACE NAIL AT RISE 12 PER FT. (I:I) AND 12 12 12 HEADERS (2) 2x10 (2) 2x12 (3) 2x8 (3) 2x10 (3) 2x12 16d common ENDS AND AT GREATER I OF 7/16" AND A MAXIMUM SPAN OF 8 FEET SHALL BE I6 O.G. 3-IOd box MAXIMUM SUPPORTING: PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 12 TOP PLATE: TO TOP PLATE (3/" x 0.162") FACE NAIL (3" x 0.128"); or EACH SPLICE ROOF ONLY 5'-q" b'-10' 6'-1' 7'-3" 8'-6" ! - AND TWO - STORY BUILDINGS. PANELS SHALL BE Iod box (3" x 0.128"9; 12" O.G. 3-3' x 0.131 nails or 3" x 0.131" nails FACE NAIL 4-16d box ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS RS 1 STORY 4'-2" 4'-11" 4'-5" 5-'3" 6'-2" PRECUT AND LABELED WITH ITS LOCATION OF USE 8-16d common !=AGE NAIL ON (3 Y2" x 0.135")• or PER 2020 RESIDENTIAL GORE OF NEAYORK STATE TABLE 8301.'1 WITH ATTACHMENT HARDWARE PROVIDED A5 PER 2020 2 5TORIE5 3'-2" 3'-q" 3'-5" 4'-0" 4'-q" (3 Y2" x 0.162")• or =AGH 51DE OF 3-16d common STRUCTURAL MEMBER ALLOWABLE RESIDENTIAL CODE OF NEW YORK STATE TABLE DOUBLE TOP PLATE SPLICE 12-16d box =ND JOINT 28 LEDGER STRIP SUPPORTING JOISTS (3 Y2" x 0.162") AT EACH DEFLECTION NOTES: R301.2.1.2, OR SHALL BE DESIGNED TO RE515T THE OR RAFTERS JOIST OR L - SPAN LENGTH, H - SPAN HEIGHT (3 Y2 x 0.135 )• or (MINIMUM 24" 4-IOd box I. HEADER REQUIRE5 2" MIN. SOLID BEARING AT EACH COMPONENTS AND CLADDING LOADS DETERMINED IN 13 12-I0d box LAP SPLICE (3" x 0.128"); or RAFTER FACE RAFTERS HAVING 5LOPE5 GREATER THAN END DOWN TO FLOOR OR BOTTOM PLATE. ACCORDANCE WITH THE FROV15IONS OF THE BUILDING (3" x 0.1289; or LENGTH EACH 4-3" x 0.131' nails NAIL 3:12 WITH FINISHED CEILING NOT ATTACHED L/180 2. 1/2" XP5 FOAM SPACERS ARE USED WITH 2x 12-3 x 0.131 nails 51DE OF END 2-lod box (3" x 0.128);or TO RAFTERS CODE OF NEW YORK STATE. EACH END MEMBERS TO MATCH 2x4 OR 2x6 STUD WIDTH. JOINT) 2q BRIDGING TO JOIST 2-8d common (2 �" x 0.131" TOE NAIL INTERIOR WALLS AND PARTITIONS H/180 5PAGING OF FASTENERS NOTE: DWELLING-GARAGE FIRE SEPARATION DE56RIPTION OF NUMBER AND TYPE Ibd common I6" O.G. ITEM BUILDING ELEMENTS OF FASTENER ED6E5 (IN.) INTERMEDIATE FLOORS L/360 PER 2020 RESIDENTIAL CODE OF NEW YORK STATE BOTTOM PLATE TO JOIST, RIM (3Y2" x 0.162") FACE NAIL ISUPPORTS (IN.) CEILINGS WITH BRITTLE FINISHESSECTION R302.6 14 JOIST, BAND J015T OR BLOCKING Ibd box WOOD 5TRUGTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO L/360 (NOT AT BRACED WALL PANELS) (3 Y2" x 0.135")• or 12 O.G. (INCLUDING PLASTER AND STUCCO) FACE NAIL FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (SEE TABLE 8602.3(3) SEPARATION MATERIAL 3 x 0.131 Halls FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING) CEILINGS WITH FLEXIBLE FINISHES L/240 3-16d box 3 EACH 16" O.G. (9d common (2" x 0.11311) (INCLUDING GYPSUM BOARD) FROM THE RESIDENCE AND ATTICS NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT BOTTOM PLATE TO JOIST, RIM (3 Y2" x 0.135")• or FAGS NAIL 30 3 _ nail (subfloor, wall) 15 JOIST, BAND JOIST OR BLOGKIN6 2-16d box 2 EAGH 16" O.G. /8 Y2 6 12"f APPLIED TO THE GARAGE 51DE (AT BRACED WALL PANEL) (3 x 0.1621) Y2 or FACE NAIL 8d common (2 " x 0.131") ALL OTHER STRUCTURAL MEMBER.i L/240 /2 4-3" x 0.131" nails 4 EACH 16" O.G. Hall (roof) EXTERIOR WALL5- WIND LOADS WIITH FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LE55 THAN 5/8-INCH TYPE X GYPSUM E30ARD 1%211 - l„ 8d common (2 Y2" x 0.131") PLASTER OR STUCCO FIN15H L/36O OR EQUIVALENT 4-8d box FACE NAIL 31nail 6 12 f EXTERIOR WALLS- WIND LOADS WITH (2 Y2" x 0.1 139; or l od common ll; or 6 12 OTHER BRITTLE FIN15HE5 L✓2`0 5TRUCTURE(5) SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN 1/2-INCH GYPSUM BOARD OR 3-16d box 32 1 Ye" - I Y4" (3" x 0.148") nail; or 0.131") USED FOR SEPARATION REQUIRED BY TH15 SECTION EQUIVALENT (3 Y2" x 0.135")• or 8d common (2 EXTERIOR WALL5- WIND LOADS WITH !../120 4-8d common TOE NAIL deformed nail FLEXIBLE FINI5HE5 GARAGES LOCATED LE55 THAN 3 FEET FROM NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT (2 Y2" x 0.131")• or OTHER WALL SHEATHING "g c L/600 A DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS 4-10d box I Y2" galvanized roofing ALL OTHER STRUCTURAL MEMBER-5 THAT ARE WITHIN THI5 AREA (3" x 0.128"); or Y2" STRUCTURAL nail, ,(6" head diameter, 3 6 I6 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.131" nails 33 GELLUL051C FIBERBOARD or 14" staple 16 ga., or UNDER-STAIR PROTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RATE 3-16d box SHEATHING I crown(3 Y2" x 0.135")• or 13/4" alvanized roofing PER 2020 RE-51DENTIAL CODE OF NEJM YORK STATE R302.1 PER 2020 RE51DENTIAL CODE OF NFA YORK STATE 8303.4 PER 2020 RESIDENTIAL CODE OF NEW YORK STATE M1505.4.3 2-16d common 25 2' 5TRUGTURAL nail �6" head diameter, (3 Y2" x 0.162")• or END NAIL 34 GELLUL05IG FIBERBOARD or I �" staple 16 ga., or I" 3 6 ENCL05ED SPACE UNDER STAIRS THAT 15 ACCE55ED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOUSE MECHANICAL VENTILATION SYSTEM 3-I0d box 5HEATHIN6 crown BY A DOOR OR ACCESS PANEL SMALL HAVE WALL5, UNIT 15 5 AIR CHANGES PER HOUR OR LE55 WHERE SHALL PROVIDE OUTDOOR AIR AT A GONTINUOU5 (3" x 0.128"9; or 1 Y2" galvanized roofing UNDER-STAIR SURFACE AND ANY 5OFFIT5 PROTECTED TESTED WITH A BLOWER DOOR AT A PRE55URE OF 0.2 RATE IN CUBIC FEET PER MINUTE = (0.01 X TOTAL 3-3 x 0.131 Halls nail; staple galvanized, 3-IOd box 35 Y2" GYPSUM 7 7 O ENCLOSED SIDE WITH I INCH W.G (50 PA) IN ACCORDANCE WITH SECTION SQUARE FOOT AREA OF HOUSE) + [7.5 X(NUMBER OF " I Y2" long; 14" screws, (3" x 0.128")• or SHEATHING D /2 -INCH (12.7 MM) GYPSUM BOARD. NI102.4.1.2, THE DWELLING UNIT SHALL BE PROVIDED BEDROOMS + 1)] TOP PLATES LAPS AT CORNERS type W or 5 17 � 2-Ibd common FAGS NAIL WITH WHOLE-HOUSE MECHANICAL VENTILATION IN AND INTERSECTIONS 1 3/4" alvanized roof In (3 y2" x 0.51" nor nail; s a le galvanized, 7 7 ACCORDANCE WITH SECTION MI505.4 3-3 x 0.131 nails 36 s �� p MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- 3-8d box /8 GYPSUM SHEATHINGD I %" long; 15/8" screws, AND TWO-FAMILY DWELLIN65 PER TABLE MI505.4.4 (2 Y2" x 0.113")• or type W or S 2-8d common WOOD STRUCTURAL PANELS, GOMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING AREA TO BE 18 1" BRACE TO EACH STUD AND (2 Y2" x 0.131")• or FACE NAIL 6d deformed VENTILATED VENTILATION RATES PLATE 2-I0d box (2" x 0.120") Hall; or 100 CFMINTERMITTENT OR 25 (3" x 0.128"); or 37 3/4" and less 8d common 6 12 KITCHENS CFM CONTINUOUS 2 sta les at 13/" (2,142" x 0.1319 nall SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: 3-8d box 8d common % t.` DATE DESCRIPTIOR BATHROOMS 4 MECHANICAL EXHAUST CAPACITY (2)2" x 0.1159; or „ '` ii/11/2o2o PERMIT (2 Y2 x 0.131 ) Hall or <-. , CODE COMPLIANCE GFM CONTINUOUS 1 TOILET ROOMS OF 50 CFM INTERMITTENT OR 20 2-8d common 38 7/8" - I" 6 12 4. 9 I" X 6" 5HEATHIN6 TO EACH 8d deformed }� f 01/17/21/2i ReVVIo"i (2 Y" x 0.131")• or PAGE NAIL (2 Y2" x 0.120") Hall � ';- ' i t12/15/215'21 �"V1ON2 ® NOTA/'& DETAILJ' BEARING 2-I0d box Iod common `✓ (3" x 0.128"9; or 0" x 0.148") nail; or 5tC10165, 1 crownIrb Y8" - I Y4" bd deformed6 12 CAD FILE NAME: a., 13/4° Ion 2 " x 0.120" nail 20_2075-�2 EMSCHICK SIILVERMAN ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT #: the business of ARCHITECTURE." 8 HA/W FARM 10/29/2020 20-2075 ..__.......__.....__................. ........... .._..........-_....... ...................__.._..---................. ......................... ................................................. _.._... .......... . ............................................_.._.. ............................... .. ._.�._...._...... -._--- __- ... _ 9 ...._. .................._.............................................U �............................ ._......_......._._.... ..__........__..._...._._...__... ..�-. I _..-_� O LANE ........ .. _._. SCALE: DRAWING NO.: CUTCI�OGUE, NY 66 EAST MAIN TRE -. ............. _..... -...._..---........._._.--.._.._....__........._. -._.__........_._........._........ ........................ ...._...... . ....__...... ......-_ - NEW Y RE< 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com a COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCMTECTS P.C. IO00 96 2 10.1-10.2 E.L I I I C OX . I I I I I I S 56°22'1 3" E 764.38' I � I it ---------------------------------------� j k BX/STING H04156 i I (ro REMAIN) GRAVEL DR1A5AAY I (710 REMAIN) --X- -XVA-�SL-ZWWEAA '- -X-- -x- -�6 - - --------------------------------- I (TO RSM,A/N) � -I I BX/STING BUILDING I I (7-0 RBMA/N) BXI�;T/NG SANITARY 5Y57FM NO. I I 1 i - 0 v i- 16.00' I =6" 25=4" I L I E,,I`��TII J(-, RE.TAIi W I� WALE All `TLP` i PROPOSED ' ACCESSORY 16 001 BU/LD/NG BX/57/NG 5AN/TARP ' I - -EX/6T/N6 6A11RA6,6 51STEM NO. 3 ' I ASHD L/NFD O�! " - - _ , (TO REMAIN) ! I I I IST/NG FOOD TRUCK I To RBMCAEV I I _ EX/GW/NG BUILDING I (7-0 RBMA/N) , O I T I I I j X/57/NG SAN/TARP YSTBM NO .2 I I I I I I I t ! I I j ! j ! j I I BXI5 TING BARN I 8 HAND5 FARM 15 SEEKING TO ADD AN ACCE550R)" ( I 5TRUC7URE(%DER 5ECTION 280-13-a1V A5 A FARM I (7-® R /`'A/N) FROCE1 MODELND I LAEA5E PROV1,91IDECIDED BU5 NE55 /MENU 5ERV CE I ! I 1 VIA THE,9 HAND5 FOOD TRUCK 0T WILL BE SOLD. DUE TO THE i I IN6REA5ED DEMAND IN NEA T5, PRODUCE AND PREPARED I7FM5 RE5UL TING FROM THE COVID 19 PANDEMIC, 8 HAND5 REO/IRE5 I I ' ADDITIONAL WW 5PACE TO PROCE-55 IT5 AGRICULTURAL PRODJGT5 70 THE COMMUNITY. JAE ARE REGULATED BY NY5 ' AG$MARKE75 AND TH15 5TRUG7WEYOPERZATION HILL AL50 BE I ' IN5PEC7ED L31' THAT AGENCY. I j I i I I ' I SEAL: " .-_.� REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTION: vi. 11/11/20 PERMff PROPO„/f-P PLOT PLA/i 01/27/21 REVIA0/1I AN 12/13/21 Re AOli 2 Q Z-z I-*--�--- FR01=05E4�2 I=L-OT P�L SCALE _ l" = 20'-0" CAD FILE NAME: 20_2075_PP-1-f lTE f V E M S C H I C K S I LV E R MA N ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT w the business of ARCHITECTURE." 8 IRAN Y FARM 10/29/2020 20-2075 __._._. COX LA/�E — ...----.._..._-------------------------------- -- -..... ...._...... -- - ................_......... ._._...........__......................................... .._....._........ ............_........ .__... . .._ _....._.._.._...........--_._...._..........._. SCALE:.... .:: ...... .�... _.. .._..._.... _ S DRAWING NO.: ... . ......... CUTCHOGUE, N 66 EAST MAIN STREET, ........................................._............. ......_..............._............. .......... ........._....._.._...._.................. ............ ...._ —.._...........---........__... _—___._. _. _ J /=10WN PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: .... Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com ®COPYRIGHT 2021 NEMSCHCK SLVERMAN ARCHITECTS P.C. 1000 96 2 10.1-10.2 EL 5Cw, i�4 E7 Z::� L) L tE OVERALL WINDOW VENT AREA GL 55 AREA GROUP HARDWARE DETAIL GENERAL DESGRIPTION I.D. MODEL UNIT SIZE (WxH) MANUFACTURER REMARKS HEAD HEIGHT (HH) AREA (5.F) U VALUE SHGG (5-F.) (5.F.) Y FUNCTION, 626 ENTRY DOOR / LOGKSET.• SGHLAGE AL SER/ES GYLINDR/GAL LOGKSET,ENTR A 5LIDER C5E-RA 275-56 3'-0"x 3'-0" COVENANT 5EGURI7YEaVIRMENT 6'-bmAFF 400 /.02 0.62 2.53 3.03 LEVER: JP17ER HINGES: (I-1/2 PR) '57ANLEY"MODEL#FBB/79NRP 4-1/2"X 4-1/2"57P WT. B 5LIDER C5E-RA 275-56 3'-0"x 3'•-O" COVENANT 5EGURITY EaVlPMENT 6'-6"AFF 9.00 1.02 0.62 2.53 3.03 DOOR STOP: (l) 7VE5"WALL OR FLOOR CL05ER: "LGN"40415ER/E5 G AWNING A3I 3'-05(2=O" AVDER5EN 400 5ERIE5 6'-6"AFF 6.00 125 0.62 5.61 426 WEATHER 5TR/PP/N57 : D AMINO A3I 3'-O"x 2'-0" ANDERSEN 400 5ER1E5 6'-6"AFF 6.00 125 0.62 5.61 426 2 GL05ET.- "LGN"2030 5ER/E5. DOUBLE DOOR DOOR: (2) 7VE5" 72/5-INT INTERMEDIATE OFF5ET PIVOT. 5TOREFRONT ENTRY 5ET E AWNING A3/ 3'-05(2'-0` ANDERSEN 400 SERIES 6'-6"AFF 6.00 /25 0.62 5.6/ 426 PU5H/PULL: KAWNEER 1666 CONGEALED ROD EXIT DEVICE W/TN EXTERIOR LEVER HANDLE. LOCK5ET.• KANNEER ADAM5 RITE M54650 NOTE: FL115H BOLT KAWNEER ADAM5 RITE M5 2/60 TWO-POINT F05HBOL T I. ALL GLAZING SHALL t4EET WINDBORNE DE3RI5 REQUIREMENT5 PER THE BUILDING GORE OF NY5. THRESHOLD: KAWNEER OFF5ET PIVOT THRESHOLD 2. ALL GLA55 TO BE LOW-E4 GLAZING 3. ALL WINDOWS TO HAVE FULL I" DIVIDED 1_I6HT5. 4. ALL WINDOW INTERIOE5 TO BE FAGTORY PAINTED 2 ® ® E�) cl, 1::� L) NOTE: 6G SHALL GONFIRM ALL WINDOW AND DOOR NO. TYPE UNIT DIMEN51ON MATERIAL FRAME REMARKS 5ELEGTION5 INGLUDING HARDWARE AND FIN15HE5 WITH OWNER PRIOR TO ORDERING 0O/ DOUBLE DOOR 6'-0"x 6'-0" 50LID WOOD PRE-HUNG WOOD EXTERIOR DOUBLE DOOR 002 HINGED RIGHT 3'-0"x 6'-0" 50LID WOOD PRE-HUNG WOOD EXTERIOR DOOR oo3 HINGED LEFT 3'-0"x 6'-6" 50LID WOOD PRE-HUNG WOOD INTERIOR DOOR I 4 I 4 I A-2 A-2 A-2 A-2 A-2 2 s w O I ppI EXTERIOR WY "GALL A55EMBL 5/6"GYP BOARD INTERIOR. 2X6 WD .. -- -- - -------------------- ----------- -------ME 5 ®1606 .� AND R-l9 BATT INSULATION MIN l/2" j -- - PLYWOOD EXTERIOR UNDER 1/4" REF THICK R-1 M/N. RIGID FOAM IN50LAT10N PWAR91 BOARD 51PING I BY CLIENT(TYP) I I �ROP05�17 I l40GE550RY CEILING ASSEMBLY i I OVEN BUILDING 5/6"GYP BOARD INTERIOR. 2X/0 j DOUGH N GJ®l6'DG. AND R-36 BATT I I 2 2 MIXER 2X/0 CJ. a INSULAT/ON M/N. (TVP) 2 I i 2 9/6"0.C. A-2 I 4 I A-2 DOUGH m 7F1BLE i w 5IIEETER I I I I • I 2 - - - _ 2 I I I I IIA-2 O A-2 I � I OVERHANG TYP PROVIDE TERM/TF 5H/ELD AND 51LL >= STEAM TABLE I O I I I I 5EALER TO BE 1N57ALLED® (2)2X6 I ry CONT. PT. 5/LL PLA7E W/J-BOL T5 TABLE AT 46'OC. (TYP) I j I I HAND 5/NK I I I I 4 4-O -2 -2 A_2 I P 7/12. PITCH 7/12. PITCH 6" THICK POURED GONG. c� D I DOWN DOWN j �-FOUNDATION WALL W/TN O TABLE I KEY HOLE(TYP) I I ROOF A55EMBLY '• I I UTILITY ICE CREAM MACHINE I 2X6 RR. 2X6 RR " SINK 0 I 01690.6. ®l6 "O.G. I 2X6 RJ®l6 O.G. W/ PLYWOOD INTERIOR WALL A55EMBL Y• FRP I I N PANEL5 COLOR 7BD. BOTH 51DE5 "GYP BOARD BO 5/DES EXTERIOR SHEATH/NG, #30 FEL T r W/460LB A5PHAL T 5HINGL.E ROOFING O _ X OVER 5/6 i i W/L 1FETIME WARRANTY. (IVP) W/ I 2X6 WD FRAME WALL W/TN 3 Cow.. a O 57Z/,95®16"O.C. (TYP. U.O.N) 2'DEEP R-lO RlG/D FOAM 5/NK M 4" THICK,3000 P5/AIR j INSULATION AT SLAB EDGE. (TVP) ENTRAINED POURED GONG. 5LAB W/12/12, 10/l0 WW ,, OVER 4" i� :iLL O -- m THICK COMPACTED 5AND AND ; " "X 6 THICK POURED GONG. GRAVEL FILL. (TYP,I O NO FRP W c� 16 PANEL I FOOTING W Y /TN KEY HOLE OVER UTILIT � i I I I I 4"COMPACTED SAND OYP) 5/DE OF -6" I HAND 5/NK WALL UTILITY c0 m CLOSET in 003 � I ; .. L I_ J I 2 13066 ; 1 L _ J - - - -------------------- ------------------- 1 INTERIOR WALL A55EMBLY.• FRP 002 PANEL5 COLOR TBD. BOTH 5/DE5 OVER 5/6'6YP BOARD BOTH 5/17E5 W/2X4/ND FRAME WALL WITH A-2 5TUD5 @161:9.C. (TVP. U.O.N) 2 PROP, r®AC;�A /0N /Pi_/___A N ;PROF05 � ROO= /Pi/---A/l SCALE= 1/4"= P-O" 5GALE_ 1/4" = P-0" ) ALE 114" P-O" SEAL ! --, REVISIONS/SUBMISSIONS: DRAWING TITLE: CU Ar,C'xt°` DATE: DESCRIPTION: PROPOVE1) fJUILPOG PLA/`Il 11/11/20 PERMIT 0127/21 REV1/1079 1 12/1321 REvj/1on 2 20 A/lOYCHLOULU CAD FILE NAME: 20-2075-A-01-P�UILDI/IG PLA/If PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SIILVERMAN ARCHITECTS 8 �I�NDJF�RM "...the business of ARCHITECTURE." 10�29�2020 - COX LA NE 0 207 5 --_._..._.._.........._..-------....... , _._...-------_ _.-----..._._......................_ ........._.................... _... _........._.............-.......... _ - -....... --- - ---........- .........................._ _ _ ...........----.._._._._...._._..__ CALE RAWING NO S p CUTCHOGUL, NY 66 EAST MAIN STREET, ------------ �/J1=1OW/1 PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com c COPYRIGHT 2021 NEMSCHa SLVENIAN ARCHITECTS P.C. 1000 96 2 10.1-10.2LL CONTINUOUS VENTED 2X/O WD RIDGE BD 2X10 WD RIDGE BD VINYL 5OFFIT(TYP) W/R/DGE VENT W/RIDGE )/ENT RIDGE ROOF A55EMBLY A55EMBL r. ELEV 6025 (+/5-3) RELEV. 6025'(+/5'-3')/06E �� 2X8 RJ�"O.C. /2" , — — — — — — 2XPLRYWOOD EXTERIOR PLYWOOD EXTERIOR SHEATHING, #30 FELT H14WLB 5HEATH/NG, #30 FELT 12 12 A5PHAL T 5HINGLE ROOFING �; W14WLB A5PHAL T 5H/NGLE � � j W LIFETIME WARRANTY (T(P) h ROOFING W/LIFETIME WARRANTY. (TYP) TOP PLATE WALL A55ENBLY. i + WALL ASSEMBLE v /� � Y �� T _ � ` Y ' v Y ' = TOP PLATE — — — Y� YxYYY �XYYYYYXY YY k y 5/8"GYP ELEV 54 25'(+/9'-O l � — — — ELEV 54.65'(+/q',O') 5/6"GYP BOARD INTERIOR. 2X6 WD BOARD INTERIOR 2X6 WD FRAME WALL WITH 57UD5 0/610.C. FRAME WALL WITH 5TUD5®l6"O.C. PROVIDE TERMITE SHIELD ANi9 51LL AND R-I9 BATT INSULATION MIN. l/2" _ AND R-19 BATT IN5ULATION MIN PLYWOOD EXTERIOR UNDER l/4" `1 1/2"PLYWOOD EXTERIOR UNDER 5E.4LER TO BE INSTALLED® ►2)2X6 m u� 774/6K R-1 MIN RIGID FOAM "�� 1/4" THICK R-1 MIN. RIGID FOAM CONT. PT. 5/LL PLATE W/J-BOL T5 IN50LATION KVARDI BOARD 5/9/NG PROVIDE TERMITE 5HIELD AND 5/LL u, IN5ULATION W/HARDI BOARD AT 46"O.G. (TYP) BY CLIENT(T M) 5EA TO BE IN5TALLE9®5/LL 4 I 5IDlNG BY CLIENT(fYP) " Q O O - CEILING ASSEMBLY ) o �v 6 THICK POURED GONG. 6" THICK POURED GONG. c FOUNDATION WALL WITH ®r: 5/6"GYP BOARD INTERIOR. ZXIO FOUNDATION WALL W/TH �C o KEY HOLE(Trp) z CEILING ASSEMBLY• //0/�(TYP) \ GJ®I6IN5ULATION M/N. (TYP) wzz. = 5/6"GYP BOARD INTERIOR 2Xlo FIN15H FLOOR F/N/SH FLOOR = I GJ @16'0.C. AND R,36 BATT ELEV. 45.65 (000) ELE1/ 45.65'(000) .9 INSULATION MIN. (T)'P) GRADE 774" 7NlGK, 3000 P51 A/R GRADE 4" 7NlGK, 3000 P5/AIR ELEV. 45.00'(-73149 ~, ENTRAINED POURED GONG. 5LAB ELEV. 4..00'(-7 3/4') m ENTRAINED POURED GONG. SLAB W//2112, lO/lo MM,, OVER 4 W 121/2, 10/10 WW ,, OVER 4" 2'DEEP R-10.6 MIN. RIGID FOAM ; . 7N/GK COMPACTED 5AND AND NA (TYP) - - - - - - - - - - - - - -- THICK COMPACTED5ANDAND — — — — — — — — — ORA FILL. (TYP) GRAVEL FILL. (TYP) INSULATION AT SLAB EDGE (7YP) - - - -- - - - - - - - - ----- -- - - - - :. l6"W X 6" THICK POURED GON.r.. .._ . 2'DEEP R-10.6 MIN. RIGID FOAM FOOTING W17H KEY HOLE OVER IN5ULATION AT SLAB EDGE. (TYP) 41COMPACTED 5AA69(TYP)— 16'N X 6" 79/6K POURED CONC. FOOTING WITH KEY HOLE OVER 41COMPAC7FD SAND(TM) SCALE= 1/4" = I'-O" 5GALE = 114'= l'-O" GABLE END VENT RIDGE RIDGE _ _ _ _ _ _ _ ROOFA556-00' ELEV. 6025'(+15'-3') ELEV. 60.257+15E39 IV 2X6 RJ®l600.C. W/I/2"PLYWOOD EXTERIOR 5HEATHIN6, #30 FELT ROOF A55EMBLY: W/460LB A5PHALT SHINGLE ROOFING 2X6 RJ®l6'0C. W/112"PLYWOOD - 12 12 W/LIFETIMEWARRAN7Y. (TYP) EXTERIOR 5HEATH/NG, #30 FELT ° 7 W/460LB A5PHAL T 5H/NGLE ROOFING ;9 W/LIFETIME WARRANT)" (T-KP) EA VE _ EAVE A _ ELEV. 53.65'(+6`,o) ELEV. 53.65'(+6'-0') MV 51 51 I'-6"EA VE I—A l-6 EA VE OVERHANG(7)P) OVERHANG(rrF WALL ASSEMBLY WALL A55EhBLY 5/6'671P BOARD IN7ER/OR. 2X6 WD 516"GYP BOARD INTERIOR. 2X6 WD FRAME WALL W/7N 5TUD5®/610.6. cp FRAME WALL HITH 57UD5®l6"O.G. AND R-19 BATT IN5ULATION MIN. l/2" 10101 AND R-19 BATT IN5ULATION MIN. 112" PLYWOOD EXTERIOR kWOARD AND FINISH FLOOR A F/N/5H FLOOR PLYWOOD EXTERIOR W/BOARD AND ELEV. 45.65'(000) BATTEN 5/DING BY CLIENT(TYP) ELEV. 45.65'(OOO J BATTEN SIDING BY CLIENT(TYP) — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - --- GRADE r I I I I 6RADE m 4 ELEV. 5 00'(-13149 ELEV. 45.00'(--1314V ,11, ,IL� 1,_,IL, -=- - - - - - - -- - -- - - - - --- - - - - - - - - - - - - - - - - =J - - - - - - -- - - -- - - - -- E\ /A T/OA/ FROP05,1!V NORTH =-' j!F\1A 7/0/\/ SCALE = 1/4" = 1'-0" SCALE 11411 _ l'-O" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTION: 1V27/202 PEVVI PROPOJLP ELEVATION„/'AND,J'ECTIONf r 01/27/2021 REVi/10/11 F� ar 12/13/21 REV0012 Q CAD FILE NAME: 20_2075—A-02—ELEV fr-CTIO/N NEMSCHICK %C3I1-VERMAN ARCHITECTS PROJECT TITLE: DATE:81�AND,/' FARM NSA PROJECT #: ". ..the business of ARCHITECTURE." 10�29�2020 20-2075 LA/1E .... -- U . .. _ _. _............ _. SALE: DRAWING NO.: CUTCHOGUE, NY _ __ ........ ... .._ 66 EAST MAIN STREET, .................._.....__...... ....................._........._.._.....---�---..._.............._................ PATCHOGUE, NEWYORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: I A-2 Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com COPYRGHT 2021 NEMSCMCK SLVOWN ARCH[TECTS P.C. 1000 96 2 10.1-10.2 EL W� 5UPFOLK COUNTY DEPART7iii OF HEALTH 5ERVICE FOOD CONTROL NOTE5: - - - - 1. ALL DOORS TO TOILE75 AND KITCHEN FACILITIE5 SHALL BE SELF GL05/N6. 2. EMPLOYEE5 SHALL U5E TOILET FAGILITIE5 AT NEIGHBORING BUILDING A. ^` - 3. DUMP57ER5 ARE LOCATED AT THE NORTH END OF THE NORTH PARKING LOT. r; ,3 ,2 EQUIPMENT SCHEDULE PROPOSEI> NO. QTY EQUIPMENT DESCRIPTION PROVIDER VENDOR INSTALL FIN. CON. ,�GGSSORY 1 c N 1A 2 75" TALL DRY STORAGE SHELVING (ZINC COA D) - -� 1 B 4 75" TALL DRY STORAGE SHELVING (ZINC COA D) 1 C 1 75" TALL DRY STORAGE SHELVING (ZINC COA D) — — — 2 1 HAND SINK, HANDS—FREE — — — 3 1 THREE COMPARTMENT SINK 4 1 UTILITY SINK — — — — 5 1 ICE CREAM MACHINE 9 7 ROOF \/F-NT THRU ROOF T 6 1 1 30"X36" WORK TABLE — — — — ,r, 7 1 1 STEAM TABLE — — — 2 I 8 1 30"1 WORK TABLE — — — — 14 6 I--------------T--------IT-7--------- 9 1 DOUGH SHEETER — — — — 10 1 30"X84" WORK TABLE 11 1 DOUGH MIXER — — — — 12 1 COOLER REFRIGERATION, SELF—CONTAINED — — — — � I 13 1 OVEN — — — — 4 5 I I I ( I 14 1 SOAP / PAPER TOWEL DISPENSERS — — — — x 1 B 1 g I j I I I I1 151 1 1 PRE—RINSE FAUCET — — — — 1B X I I I I I I x 3 I HAND 5K. 3 COMP. SINK i UTILITY SIi�K HAND 5K. • a 14VL 1B STEAM TABLE F; o OI i 17 M 2 x l-1/ 1-I/2p 2" 14 a ISTLR F.S. F.5. I F.H.D. UTILITY ID ROOM M "a I ~ I TO APPROVED GREASE TRAP GREASE hG45TE PER 56DH5 REF NO. G 21-0102 LINE I TO APPROVED 5AN/TARY III WA57E 5Y57EM PER 5CDH5 MAIN WA5TE PIPE REF: NO. C-21-0102 EoulpmElv P AIV PRoP0 5 L� RI_5j� R � 1 _AolqAM 51 = 1/4' _ l'-0" 2 56ALE = N.T.5. MAY EXTEND A5 A WASTE ORA VENT GRl!-�°LFiiD FLASN/M5164TLY WALLGOVER AND Ulm FROV/DE LEAD FLASHING W42' D9PW INTO TOP OF VENT PIPE 5GREK FLAW&MIN.2 WVER 50 FT 14BOUF P WAU SET LEAD FLAAISE IN BID OF MASTIC PUA5i ED 7EFW/TH z 2 PILE-5 OF ROOFING Fa T5$ CLEANOUT I I NA5TIC OVER LEAD FZAAKE BOTTOM PLATE PROVIDE F245TTG O I I � Er.KE5 OF ROOF FELT5 I I ROOF IN51d. WW F'PLOORL11E ROOF DECK ANCHOR PIPE TO ROOF DECK AEGESSARY OR,b15TW U-BOLT ARGI/ND N PIPE t ANGLE IRON kEi OR BALAAKE OF PIPING NA57F Fi 5E5ORED TO DECK OR J 015T. 5AI-E'A5 CLEAA r TO 6RADE. PROVIDE PIPE IMGREASER IIBLE55 PIPE GOMi ON ` ClP� NALL GLEAN OUT DF7AIL M �� NOT TO 5CALE REFER TO PLAN5 FOR VTR PIPE 5/2E5 4 LCCATION5.LOCATE VTR lO FEET HORIZONTAL OR 3 FEET VERTICAL ABOVE ANY BLDS G'PEN/M6 OR FRE-5H AIR INTAKE OR I FOOT FROM ANY VIRTICAL 507FACE. REFER TO5PEC/FICAT/ON5 CLEANOUTAW ACC-55 DOVER TOP O TOP of FLPOF r0 FLOOR LIVENT 7HRU ROOF DETA I L BE USHW/ FE FLS NOT TO 5CALE EGX/IPF•ENr GPI/LET o,957F!PVPAIS GLEAN OUT WITH DECK FLOOR 51W OR INDIRECT ELNAP. PLATE WASTE RECEPTOR ve'BEW BALAeE OF P/P/A6 FIN.FM vi A5 GLEAN'.17T TO GRADE FUNNEL MAIN REGE/VIAE LIFE(ZX D/A. liz OF cvlzErJ CLEANOUT DECX PLATE NOT TO 50ALE I ND I REGT NA57E DE7A I L RUNN I NC5 TRAP DE7A I L NOT TO 5CALE NOT TO 5CALE SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTION: f 01/27/2 PrV0 PROPO-M) LQ.UIPMF_/`IT PLAN 01/2721 REVI/10/11 12/13/21 REV00A 2 A f CI�EDULE, AND ELEVATIO/`If CAD FILE NAME: 20 2075 A-OS LQUIP PROJECT TITLE: Fs : NSA PROJECT #: I�EMSCHICK SILVERMAN ARCHITECTS 8 f�ANDf FARM the business of ARCHITECTURE." 10�29�2020 20-2075 _- �__—_...-- - _ .._ _.._....... _ _..._.._.._.. - --.......-......._.... _- ------ _ _...... _.__......-- - - -..- --- ---- -----------__._... ..._.�- - - -.._—_. - __....-....__..._.._..-- ............. ._....._...._._..._...............__._. - - -- - ---- .._.............. -- -.... - _............ - - ------ E: DRAWING N CUTCHOGUE, NY 66 EA , .........._.._._............ _ . ....._._._... .......... ....__ .... - _.-._.._...-_..._....._.._. .......__.. _..... ......... -...___.__..._ ..........._.--._-.............__........_............._.......__._...... _..._.................._..._..__..... _....... _ PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPI'PoGHT 2021 NEMSCHICK SLVEFUAN ARCHITECTS P.C. 1000 96 2 10.1-10.2 EL