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�o�OS�F F Ir Town of Southold 5/19/2015 to P.O.Box1179 53095 Main Rd y�01 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37568 Date: 5/19/2015 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 42155 Route 25, Peconic SCTM#: 473889 Sec/Block/Lot: 75.-1-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/10/2013 pursuant to which Building Permit No. 37792 dated 2/6/2013 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: alterations and additions to an existing commercial building for micro-brewery as applied for per ZBA#6621, dated 2/28/2013. The certificate is issued to Mmmm Beer LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-11-0009 8/14/2014 ELECTRICAL CERTIFICATE NO. 37792 7/30/2014 PLUMBERS CERTIFICATION DATED 8/1/2014 Cu1hogue East Plumbing rf` / q • Audio ref Si a ature SUFFoc TOWN OF SOUTHOLD �� �c8ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy o�• • SOUTHOLD, NY 4,0 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#: 37792 Date: 2/6/2013 Permission is hereby granted to: Mmmm Beer LLC 234 Carpenter St Greenport, NY 11944 To: Alter an existing commercial building as applied for At premises located at: 42155 Route 25, Peconic SCTM #473889 Sec/Block/Lot# 75.-1-14 Pursuant to application dated 1/10/2013 and approved by the Building Inspector. To expire on 8/8/2014. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $3,569.20 Ca-COMMERCIAL $50.00 Total: $3,619.20 s Building Inspecto —� �.SUFFotK TOWN OF SOUTHOLD CGGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY y�01 * 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 #: 37819 Date: 2/19/2013 Permission is hereby granted to: Mmmm Beer LLC 234 Carpenter St Greenport, NY 11944 To: electric service "\/ D S )2-/( P 3 / q a- At premises located at: 42155 Route 25, Peconic SCTM # 473889 Sec/Block/Lot# 75.-1-14 Pursuant to application dated 2/14/2013 and approved by the Building Inspector. To expire on 8/21/2014. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT _ TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCs, F' , cyJUL 2 9 2014 ' This application must be filled in by typewriter or ink and submitted to the Buildi g Depa me u'a .• - • :, ing: TOWN OF SOUTHOLD A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. . 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance-from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1_ Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. • 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00,-Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 • 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial $15.00 Date. IztIrll New Construction: Old or Pre-existing Building: ,- (check one) - Location of Property: LI'24 ST tit ktoj 11 ) P1 Lo N`-C— House No. Street - Hamlet Owner or Owners of Property: �'l Z�Z (�(� • • Suffolk county Tax Map No 1000, Section 9 c Block I Lot 1 Li Subdivision Filed Map. Lot: Permit No. Date of Permit. Z- I C 113 Applicant: M Health Dept.Approval: Underwriters Approval: . . Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature I,-,ilii /',I,. SO(,*- 1 0 cf e 9 Town Hall Annex I ; Telephone(631)765-1802 , 411 4154375 Main Road �cc Fax Fax(631)765-9502 P.O.Box 1179 ;` �4:t' % roger.richertRtown.southold.ny.us Southold,NY 11971-0959 0 �1 laCOUNTY,� . BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: MMMM Beer LLC Address: 42155 Route 25 City: Peconic St: NY Zip: 11958 Building Permit#: 37792----37819 Section: 75 Block: 1 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric Inc License No: 34091-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat 1-oil Duplec Recpt 39 Ceiling Fixtures 5 HID Fixtures Service 3 ph 600a Hot Water GFCI Recpt 10 Wall Fixtures 7 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 46 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures 2 Time Clocks Disconnect Switches 20 Twist Lock 3 Exit Fixtures 7 TVSS Other Equipment: 600a underground service, 27-LED ceiling fixtures, 1-50a fork lift charger, 1-exhaust fan,refriduration room,roof top refnduration and ventilation equipment,assorted fluid transfer motors and Notes: pumps with required controls Inspector Signature: (2Date: July 30 2014 81-Cert Electrical Compliance Form.xls o Town Hall Annex �t ; Telephone(631)765-1802 , 54375 Main Road % 41Fax(631),765-9502 - P.O.Box 1179 G • Q ,� Southold,New York 1 197 1-0959 �' YD'rl ---`'re0IfittilA,tt -..,.•l' BUILDING DEPARTMENT _ .- TOWN OF SOUTHOLD -CERTIFICATION - • 41) 1 Date: Building Permit No. 3 77 Z- . Owner: M.N\ VYIaeo_r - (Please print) Plumber: -jr&C-Kc S � 0 ct CoR E Cr 14 k 'C. 2 9. 77-P, (Please print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%. . lead. . . /� • (Plumbers Signature) - - , Sworn to before me this / - • •day of (4 20) L • • • ..• • . • • ...,..• 6,,, ,,,,, L g _.,_,,,,,, . .. Notary PubliC)lLCW-k- County C®�IRIIE®. BUNCI' notary Fublic,State of Nw York No.01BU6185050 Qualified in Suffolk County�` Commission Expire April 14,2_� ;' ��UF SOUryol * *' o ��y00UNT1,�,,e r. TOWN OF SOUTHOLD BUILDING DEPT. XY4 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - 6(< o / rr-= � DATE 1 � INSPECTOR ' ��f� 3'111 /Or,f \ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH PLBG(*>{&-",-.),) [ ] FO NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: P(724...erAve.,.:..e sok: DATE 45/3 INSPECTOR 1 / �,�O�‘OF SO[/ry- 4 ` ��0 •W i . 1 t ''.* R ,tiii ,,,6,, 0, E ---__,,,outivitioo ---__........, �VI� ___ TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 377Z. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEYFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: d&_ ) (lamL_-- DATE 4-2--7/1 PE �I) INL,/ S CTOR j 0€ 011,,,%SOF sou ‘.,:t r+ ,C ='YO 0 UM'I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 'ALT S N -L6 kkt 1 t LO41 ©tP) SL.D7 t dJ SLE 1?A LS R u_f_-b 4)c\--t:5 \T � o c— DATE 7. 2qJ�I INSPECTORie ,,,,,-,1,0 „,,, __, „„!,,osoup,ia„ „2”, (..,,, ,,fili‘l po 4 s‘,_:4 _,.0.,, tg. L. $ _:4-coutio7.0, 5-7?IQ 2---- = TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA N [ ] CAULKING REMARKS: ' 2.,e- 41---)+4-01 ilLPT ' 9(/\ aAral - °( -- cr) 1-d-... — a (44:() -4 -- ® i< ,, l 7 ((l , 2_ 944\ -e--i_s — Dt --- E----- Aflame-7E— IOv . .i Cter.a , cC%• �� Z�”- l Arm" DATE INSPECTOR �f---. 16 IDE- , (bike/ COvtP N P , ",,,,.___. 37 7''2, �' K7 TOWN OF SOUTHOLD BUILDING DEPT. u- 765-1802 INSPECTION 4A, fx- ,...,.. q / [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING A[ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING KfINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION .4°, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION a- { ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 074 [ ] CODE VIOLATION [ ] CAULKING REMARKS: 47eE 0A-MIC }40 > IK) c -6511wia_Pla (Nics2-1>s ,si-i-c-rtig-s (k_ -t-,50u6 -ELE-c_?fW- VA _s ni.A-y r 13'e gc_,Oe- U COi-c-,akm--€12._ < L a 4-c) Ck ch I 1,4\ dox:71- cee; 015 s C' CW L - cA-*tO I 'i2 WOO/4-C-- a?l Oltel o� I i : DATE -31-► y INSPECTOR ' 146th)7- 4---'W EcriIN- ---12-_. 3119 2 �' 1AMIA½I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING L [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: E .,0 I� DATE D - 1 L INSPECTOR �� Robert I. Brown Architect, P.C. with .. - - Fairweather Design Associates -- 205 Bay Avenue,Greenport,NY 11944 fbdainc@optonline.net 631-477-9752 June 11, 2013 Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department Southold,NY 11971 Re: Greenport Harbor Brewing Co. Main Road, Southold,NY Dear Mr. Verity, This letter is to confirm that based on my observations at the above referenced project and documentation provided by the Owner, and to the best of my knowledge,belief and professional judgment,the footings and foundations built to date have been built in accordance with the plans and the Building Code of New York State. If you have any questions,or require additional information,please feel free to contact me. Thank you for your attention to this matter Sincer y, ,_ED Aq0y ' 4�', 4 ,�cl'g ot 1.8q �c 04 �). I w trS 0 Robert grown, A.I.A. * 6'1' 1$ 41 O FOF NOS 1, „.3 JULNu72fl _____________. BLDG DEPT TOWN OF SOUTHOLD Robert I. Brown Architect, P.C. with Fairweather Design Associates 205 Bay Avenue,Greenport,NY 11944 f bdain c@optonline.n et 631-477-9752 August 29, 2013 To whom it may concern: Re: Greenport Harbor Brewing Co. Main Road, Southold,NY This letter is to confirm that based on my observations at the above referenced project and to the best of my knowledge,belief and professional judgment,the work at the above referenced project done to date has been built in accordance with the plans and the Building Code of New York State. If you have any questions,or require additional information,please feel free to contact me. Thank you for your attention to this matter Sincerely, Robert Brown, A.I.A. Iiir('-��ptEq Apcy�T 0, pi ,,,, -i , ,,, , ,. to , , 1. ,oh , * , ,1`'''\ 1894 OQz \�I /7. of NENN4 7 , CUTCHOGUE, EAST ' , PLUMBING & HEATING, INC. 5655 INDIAN NECK LANE t I, PECONIC, LONG ISLAND, 'N.Y: 11958 . (631) 734-7637 ' Fax (631) 734-2728 April 1, 2014 Michael j.Verity Southold Town Building Depatment Main Road ' Southold, NY 11,971 Re: Mmmm Beer, LLC (Greenport Harbor Brewery) ., , , 42155 Main Road, Peconic (Old Lucas Dealership) SCTM#1000-75-01-14 Dear Mr.Verity: ' Please be advised that we served as the licensed plumbing contractor for the above referenced customer and were,responsible,for the installation of water and waste lines ' inside the main brewery building for a single non-public bathroom. `In connection with the installation of those lines below grade, I can affirmatively ` state and affirm that all work was done in accordance with the applicable building and -" plumbing code and only suitable materials were used. All waste lines were properly sized, pitched and buried. Upon completion of installation, we then put the entire system under pressure to SO lbs., and found that that system held pressure for more than a week, and demonstrated that all unions and joints were properly secured. , fam attaching several photos that depict the below waste lines that were installed. _ Therefore, I would respectfully that'the Town rely upon this written affirmation and approve,that portion of the work completed: Should you'have any questions or concerns, please do not hesitate to contact me. ' Very truly yours, i JACK GISMONDI, Plumber Encs. Robert I. Brown Architect, P.C. with Fairweather Design Associates 205 Bay Avenue,Greenport, NY 11944 fbdainc@optonline.net 631-477-9752 August 15, 2014 Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department Southold,NY 11971 Re: Greenport Harbor Brewing Co. Main Road, Southold,NY Dear Mr. Verity, This letter is to confirm that based on my observations at the above referenced project and documentation provided by the Owner, and to the best of my knowledge,belief and professional judgment,the framing and insulation built and installed to date have been done in accordance with the plans and the Building Code of New York State. If you have any questions,or require additional information,please feel free to contact me. Thank you for your attention to this matter Sincerely, Robert Brown, A.I.A. ......D ARC ` s_ r.. RECL WE ,. 634 �C4�� I0 ,.,,,,EN‘,1_,_-_-_,/ AUG 1 5 2014 BLDG DEPT TOWN OF SOUTHOLD ^' E U V E m bert I. Brown Architect, P.C. I ti AUG 19 2014 with L - irweather Design Associates BLDG DEPT 2 5 BayAvenue,Greenport,NY 11944 TOWN OF SOUTHOLD fbdainc@optonline.net 631-477-9752 August 19, 2014 Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department Southold,NY 11971 Re: Greenport Harbor Brewing Co. Main Road, Southold,NY Dear Mr. Verity, This letter is to confirm that based on my observations at the above referenced project and documentation provided by the Owner, and to the best of my knowledge,belief and professional judgment,the framing, insulation,plumbing and firecaulking built and installed to date have been done in accordance with the plans and the Building Code of New York State. If you have any questions, or require additional information, please feel free to contact me. Thank you for your attention to this matter Sincerely, Robert Brown, A.I.A. EaED ARC PTI.g O�� 4 S \ ` t 4" • ! •` FIELD INSPECTION REPORT DATE COMMENTS . ' ' (1W/7/11);-''' '-e' ,/ ii)Fe,4-7 -6, - 1 t4 • FQUND,A.TION(1ST) �s ,� I • Wi FOUNDATION(2ND) - 1 •CiL_-_:((1.6,,„„wei) ///7.5:/ .. '''' _ _ ' ' 'Ok: ?A:47-61 p!, _., P 1 ..„.../-tioaae.4,4--c .. pip, t ' ROUGH FRAMING& y PLUMBING • tnc.ii r lore.w �. c ;R• 'Nrr rN .- 6 1.:.x,1 C.OMeo.c - ., � -.., • 1• �W - H INSULATION PER N.Y. • STATE ENERGY CODE ,. r � % _ I .l. /. A' �� C 11 P ' - 1: '-.. 0' 1., / .,. i1),- ,,: ,- di eililY FINAL / I f _ ,469-71---ne-Pli 0-.-7, ;) _S-C./.70. 4-c-54; ' i•E'L� ci •-1 i) I •ILPA_V---R9 r alb i ‘-i 6,eukAtj_)a -p .. . $(..„)--tc/41 ADDITIONAL COMMENTS I - 7-2.4-i Pr Ci e -3 0 040 . P 5 Roil. H,,l''4,� ,, �z _ t C.N.P RM XI 74) . tq v.tLag- VESte. () 49-). • ✓. t2� CA-14...‘--- E®1I ' n �L.2Lf S ipJ ‘1q-- i ®`LE R. • bcoLS • • f- W = /'-°msec' D t� ; -1." v C • �' 1e � C e ° Ieli •PI UP/6 : S.rre4-V1 rte - 0 c 1 ;0 LJ - 1"f. ® a T 'Ict ®ro• •01--LL_ 0 ?. I z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDIN DEPARTMENT Do you have or need the following,before applying? TOS HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval - FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 010H111OS 30 NMOL Single&Separate 1d30'9018 Storm-Water Assessment Form _ Approved ,20 Contact: 1102 6 Z 33a Mail to: Disapproved a/c51P116,e14-4-/,ST j[/ J 55�� fr(n�} ((�� �j L R NJ R ® Phone: WS(-Ci3'9Ot' Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date b f icii v arzSz._ '1 ct , 20 11 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in,ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) 0,zoy 5-7 G-1Z J"znJp -R , Nil, Wt'-(9 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder OW'NIZ_ (cot..)-•rZ - Name of owner of premises L, 1-5ZGRA-DA (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Z'taV �' .aG. R.6.(-1 "gr ,xAG T.9Z, ,!WzmaoZ (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: Huse Number Street Hamlet County Tax Map No. 1000 Section S- Block 0 1 Lot Subdivision AJ IA 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 AtATO DEALER_ j ( .EPNCIL 4- S'gra_k-k-rcjz, st4o P b. Intended use and occupancy PC2-e-D u-t-T -,) J f3 1Z-EW-fzia..7 3. Nature of work(check which applicable): New Building Addition Alteration X Repair Removal Demolition Other Work } (Description) 4. Estimated Cost ta 5'0 Oct a,,,.__/—.._. ---- .-- Fee - i(To be paid on filing this application) 5. If dwelling, number of dwelling units i (J/A" Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupandy, specify nature and extent of each type of use. �r Q� a -D .e.7r o•kl`S 7. Dimensions of existing structures, if any: Front Z 3 Rear U'A Depth Height i $i Number of Stories StiAM,�z Dimensions of same structure with alterations or additions: Front S-1_,3 Rear \iz u5 Depth S,Amfz ,art r3ui Height VAP-Ula LE_ Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 30, Rear Depth 3 (Z r 10. Date of Purchase PE.pfD Name of Former Owner L A s'r_Q b' z LLL 11. Zone or use district in which premises are situated if 6" ,-A-5 1-1'‘-e41 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO >( Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and,restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS P 5i-,(_) caaAAACZ-p 04.,nt Z•143being duly sworn, deposes and says that(s)he is the applicant (Name of.individual signing contract) above named, (S)He is the /M -c. (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 thi 9./ day of 201/ ,,,:ovutommis„k Notary Publ c i.,3i4S24769 BOA OcovaW Signature of Applicat t 'EJMIT.tiOrt+imn"1»!ice i'rt?;t 114, At/ TOWN OF SO rHOLD > BUILDING PERMIT APPLICATION CHECKLIST BUIL iING,,DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application /� Flood Permit Examined e✓_,• ,20 / 2-- Single&Separate Storm-Water Assessment Form Contact: V217.<,(14- Dfn. AI G Approved ,20 Mail to: fa' l'-(•p r cA- _ ,AR Disapproved a/c h S 0 Jul-st-t. N71 Phone: ( 3 ( - x-13 019 Expiration ,20 �,���,�,� \ C E Building Inspector AP" I 4 • TION FOR BUILDING PERMIT OCT 11 2012_ Date OC,6\.e,— , 2011 - BLDG DEPT INSTRUCTIONS TOWN OF SOUTHOLD a. This rtficatirribe completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,-accurate plot:Plan'to scale. Pee-according to schedule. r--t b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not-commenced within 12 months after the date of issuance or has not been completed within'18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the•Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections MMsk1Es , LLL_ (Signature of applicant or name, if a corporation) 1 X10 S 0A4- QgSc'J` S-6 i O L- Ml LL (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder fp f 2 Z Name of owner of premises PA AA AA.w\ IZAR._ f`—LL (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer V -1a rwR vrt-€2-Vi d IARI- NrzP (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 o�nwhich proposed work will be„done: )� imii5-1()DP-E,Ca House Number Street `�� ' '=t'i '"r - '' ' '€Hamlet County Tax Map No. 1000 Section Block- 01 Ldt ( L 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 V'AcArilT / F-0114% cATZ- L,JZ5tb4cL ci F4 b. Intended use and occupancy /4:i e.l Z - arZE4nifzit7 3. Nature of work (check which applicable): New Building K Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ' '3 c.11) 1 0-1;-0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars vitterza 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. '7,0 i 7. Dimensions of existing structures, if any: Front S2- Rear S2- Depth ZOO Height 20' Number of Stories Dimensions of same e structure with alterations or additions: Front s Rear 40 Depth y, ' Height 20/ Number of Stories 1 8. Dimensions of entire new construction: Front Rear 3 .I0' r Depth y 8 _ Height 30 Number of Stories 9. Size of lot: Front '369 Rear 3 62- Depth 4v 3 4 10. Date of Purchase 15 11 Name of Former Owner LAI-le R D A LLQ 11. Zone or use district in which premises are situated Q(,xWN* 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO _ 4,0-8- c .- r& 14. Names of Owner of.joremisestifruArk geer,ILL Address S . 4-O-`) Phone No. 6 3 I —S I -10l Name of Architect Nik-92,1441(sAikk arzzwv4 Address` �, 4`` Phone No �i i -411 '11 sl r. Name of Contractor °1m,m. s �— [.CC._ Address(y$-i u Phone No. 6-7i .-1.1 7- ac r 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? 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. 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 V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S1<.1 re-T.,ci \i. k being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, • (S)He is the thi - C CC3AA`t'�- 54 (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 t fore me thi , /6 day of 20l frINNE R. MCCUSKE �_ Public,Stat_of Neyw od No.492469 z Suffo /T • Commission Expires Ma h. ,a Notary ub is Signature of Applicant a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 , Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 r::: -- f�, C-�E q �F I h y' Building Inspector 1\i-, �AP LICATION FOR BUILDING PERMIT \--- \ JAN 10 2013 i) Date ��`�� 10 , , 20 l 3 BLDG DEPT INSTRUCTIONS TOWN Of SOUTHOLD .-This-applrcatro e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall-be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (PILM I. Ll,L.. (Signature of applicant or name,if a corporation) I t40 f oW4— D42— S0-IM4-v , N7 1 icifk'I (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder ®wFLR._ Name of owner of premises (Aft" .51 ULU- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer R7.& vriA.J4m3L rz- , iw 4SJ (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: 1-11-1,c\' t-t. g,C OC-Cs.. _c_ House Number Street Hamlet County Tax Map No. 1000 Section 1 Block 0( Lot 1 4 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 VA (b.rt~-fl_ CA e- O izR. s. -eii' C N6--R- b. Intended use and occupancy !A: — arGEA•!(JZ-'-f 3. Nature of work(check which applicable):New Building Addition Alteration XC Repair Removal Demolition Other Work • (Description) 4. Estimated Cost / 100, Ovo es._ Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars M�cda- 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. fAx% 7. Dimensions of existing structures, if any:Front Rear IZ� Depth 2451-10 Height 2-o Number of Stories i Dimensions of same structure with alterations or additions: Front SZ Rear Sz Depth 't w I Height 'Lo Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front 3 61 Rear 3C2— Depth AV/ 7 6 10.Date of Purchase 14111 112— Name of Former Owner L I VI O'RDA , C.0 L 11.Zone or use district in which premises are situated Q ti-J J3 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO XC 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO r 041x- - 14.Names of Owner of premisesi 6e•er, LL-L-- Address 3 i rt-b , r Phone No. 631 - ofi`� Name of Architect wr 11P-Gin" Addressze1;154—t j ' e,. Phone No 01-9 Z 77— cif)5 Name of Contractor.+' ►i— (fir , t.-C.C-- Address s _ Phone No. A34 — — 9 011 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO)' * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO .)C *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale, with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SuirriK-) CECAUSzO k' &AP& 7-6(4 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ®W+rzJL� / C.43--tu Z (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 f 0 day of 20 1 / . f . -TOW Notary Pub.c Notary Public-State of New York I Signature of Applic ° NO. 01BA6246841 Qualified in Suffolk Co nt My Commission Expires r IS `1S' TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: 12/12/12 TO: Richard Vandenburgh of MMMM Beer, LLC P 0 Box 57 Greenport, NY 11944 Please take notice that your application dated December 10, 2012 For permit to demo &reconstruct a portion of an existing commercial building at Location of property: 42155 Main Road, Peconic, NY County Tax Map No. 1000 - Section 75 Block 1 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed construction on this parcel in the B Zone is not permitted pursuant to Article XI, Section'280-47, the Bulk Schedule; the required front yard setback is 100'. The proposed front yard setback is approximately 80'. . iea,„_:,___„- - - ri_ix , Authorized Signature CC: file, ZBA. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. - BOARD MEMBERS ���*®� S®upik®i0''' Southold Town Hall Le lie Kanes Weisman,Chairperson 0°'� - 53095 Main Road•P.O.Box 1179 ° ,® l® Southold,NY 11971-0959 r x F Office Location: Gerard P.Goehringer v, 1 { Town Annex/First Floor,Capital One Bank gHorning �� 54375 Main Road(at Youngs Avenue) George ry' .* �� Ken Schneider _�/CoU Southold,N -1) 7 i ---� . .,•S I L LO http://southoldtown.northfork.net ZONING BOARD OF APPEALS MAR W 2eri TOWN OF SOUTHOLD -- Tel.(631)765-1809•Fax(631)765-9064 BLDG DEPT rr mn,I) FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 28,2013 • ZBA FILE: 6621 NAME OF APPLICANT: MMMM Beer, LLC SCTM#1000-75-1-14 PROPERTY LOCATION: 42155 Main Road(aka State Route 25)(corner Peconic Lane)Peconic,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 8, 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 improved with two one story brick, stucco, concrete block buildings in the General Business "B" Zone and contains 2.8765 acres. It has 382.63 feet of frontage on Peconic Lane, 368.97 feet on Main Road (aka State Route 25) 310.07 feet along the eastern property line and 361.77 feet on the southern property as shown on the site plan dated June 12, 2012, revised 12/14/12 prepared by Robert I. Brown,RA. BASIS OF APPLICATION: Request for Variance from Article XI Section 280-47 and the Building Inspector's December 12, 2012 Notice of Disapproval based on an application for building permit for demolition and reconstruction of a portion of an existing commercial building at: 1) less than the code required front yard setback of 100 feet. RELIEF REQUESTED: The applicant requests a variance to demolish and reconstruct a portion of the existing building located at 80 feet 8 inches from Peconic Lane where the code requires a 100 foot front yard setback. ADDITIONAL INFORMATION: The Zoning Board request comments on this application from the Planning Board. In a memo dated February 7, 2013, the Planning Board, "stated no objection to the requested area variance on the basis the building is existing, not expanding its footprint and is appropriate for the overall use of the site and building." They further stated, "the proposed construction appears to be well screened by the existing buildings and accessible by large vehicles from Peconic Lane." FINDINGS OF FACT/REASONS FOR BOARD ACTION: Page 2 of 3—February 28,2013 ZBA File#6621—MMMM Beer,LLC CTM 1000-75-1-14 The Zoning Board of Appeals held a public hearing on this application on February 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: 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area is zoned for business and this proposal is in keeping with the business zone. The building on the subject property is currently an abandoned car dealership in disrepair and an eye sore. This proposal will be a positive improvement to the neighborhood 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The buildings exist in their non-conforming location and the applicant is proposing to add an addition on top of a 39 ft. x 48 ft. section of the existing structure to create a new cold room (38 ft. x 48 ft. x 28 ft.) for their business operation within the existing footprint, and a small 12'X14' (approx.) addition. 3. Town Law 267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 19.2% relief from the code. However, the area of the proposed construction is on the rear of the building. 4. Town Law $267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an improved business building 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 Schneider, and duly carried,to GRANT, the variance as applied for, and shown on the site plan dated June 12, 2012, revised 12/14/12 prepared by Robert I.Brown,RA. 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 minimis in nature for an alteration that does not increase the degree of nonconformity " Page• 3 of 3—February 28,2013 ZBA Filet/6621—MMMM Beer,LLC CTM. 1000-75-1-14 Vote of the Board. Ayes Members Weisman(Chairperson)Horning, Goehringer,Schneider This Resolution was duly adopted(4-0) AO -):'' • ` ' �-"ter"' —_ Leslie Kanes Weisman, Chairperson Approved for filing 3 /5 /2013 FOR INTERNAL USE ONLY • SITE PLAN USE DETERMINATION Initial Determination • • Date: I -r I I i Date Sent: f. . t 2 r I i( Project Name: t•u s l 1�L L-- - -- Gree ,, - nr c � C. , LL/;. Project Address: fit.S art. feel ./ P�Gong Suffolk County Tax Map No.:1000- 75 - / - IC-1 Zoning District-4 Request: ape- °I a . dr` / U (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: yeS Initial Determination as to whether site plan is required: Ye-3 • a � Sic nature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: I / Date of Comment: / Comments: Signature of Planning Dept.-Staff Reviewer Final Determination Date: / / Decision: RinnnhirA of Rttildina Insnentnr -,.. ,-- 1 FOR INTERNAL.USE ONLY r I 6 J./4 ( c,. SITE PLAN USE DETERMINATIONi, to i, , ir--'L' Initial Determination - Date: /a- I -2--jr I 1 l • it: Date Sent: /\ f a r I� •Pro`ject Name: a-51 t ct- l l-C--- — e-eeegi 8 rem c GoLLQ. Project Address: O-13$ Mn. iecq ., R Lon G ' Suffolk County Tax Map No.:10001_ 75- - / - I' Zoning District: IS • Request $9 0eArt_ - # • 6r`�'t' ilii (Note: Copy of Building Permit Application and supporting docume" ` on as to proposed use or uses should be submitted.) JAN 2 7 2012 Initial Determination as to whether use is permitted: es • t. - F SOU N OTH0�0 Initial Determination as to whether site plan is required: ye-S e-Px-e-- - Sidnature of Building Inspector • Planning Department (P.D.) Referral: ` P.D. Date Received: J . I ( .13 I 11 Date of Comment: I 1 a71 1 - Comments: P�e0\CC'. see ACXCntke,r ( -111,-. CoANN:v,cit c Signature of Planning Dept.-Sf Reviewer Final Determination DEC 2 2011 Date: I I Decision: ' SinnatiIrv: of Rtiildina Insnentnr MAILING ADDRESS: PLANNING BOARD MEMBERS iso./,/,0! SOU7 P.O.Box 1179 DONALD J.WILCENSKI 1 . ®�® ; Southold,NY 11971 Chair ► ;0, • �, �_,. • �3., OFFICE LOCATION: WILLIAM J.CREMERS R Town Hall Annex KENNETH L.EDWAR.DS :•- O 0 54375 State Route 25 JAMES H.RICH III N.q' "e MARTIN H.SIDOR . (cor.Main C®U,'T '� I0t u h d So , NY Youngs Ave.) - ... S Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: 'Michael J. Verity, Chief Building Inspector From: Donald J. Wilcenski, Chairmant Date: January 27, 2012 Re: Site Plan Use Determination (SPUD) for Greenport Brewing Co., LLC SCTM#1000-75-1-14 At their January 23, 2012 Work Session, the Planning Board met with the applicant, Mr. Richard Vandenburgh, where the above-referenced application was discussed. After hearing the proposal for this site, it seems that the proposed use will not trigger the requirement for site plan approval because it appears to be less intense than the previous use of the building. The site was previously used as a car dealership and a service station and, in the past, has reportedly had up to 30 or more employees, as well as deliveries by large trucks of new cars. The proposed use is for the production of beer, with few employees and no public access, using the existing building footprints. The Planning Board respectfully requests that the requirement for site plan approval be re-examined, and that a determination be made that no site plan approval is needed at this time. Should the facility be open to the public for any reason, or should a tasting room be added, the Planning Board supports a determination that site plan approval be required at that time. Until that time, the Planning Board recommends that, in the area between the building and Peconic Lane, the applicant provides landscaping and.prohibits parking. Thank you for your cooperation. Encl.: SPUD form "'if MAILING ADDRESS: • PLANNING BOARD MEMBERS AQF S®(/I° x 1179 DONALD J.WILCENSKI 1°‘® S002,-- P.O. Southold,oNY 11971 Chair � ~ cf, 0 41( OFFICE LOCATION: WILLIAM J.CREMERS va Town Hall Annex PIERCE RAFFERTY G �� JAMES RICH III '® ����� 54375 State Route 25 MARTIN H. SIDOR _ei A��• (cor.Main Rd. &Youngs Ave.) COMM: ." Southold,NY Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 30, 2015 Mr. Richard Vandenburgh 1405 Oak Drive Southold, NY 11971 Re: Approved Site Plan for Greenport Harbor Brewery 42155 NYS Route 25, Peconic SCTM#1000-75-1-14 Dear Mr. Vandenburgh: The Planning Board has found that the requirements of the above-referenced Site Plan and the four (4) items required in the September 24, 2014 Planning Board letter, have been completed based on the site inspection made April 28, 2015. The site is now in conformance with the Approved Site Plan entitled "Renovations and Additions for- Mmmm Beer, LLC", prepared by Robert I. Brown, R.A., dated July 12, 2014 and issued July 14, 2014. The Planning Board allowed the following as-built changes to the Approved Site Plan: • Installation of seven (7) solar pole light fixtures in the approved locations within the Main Rd. parking lot; • Addition of a hedge row to the north of the approved ADA parking stalls in lieu of the two (2) approved Columnar Hornbeam trees; • Not required to plant the two (2) Columnar Hornbeam trees approved to the east of the_Main Rd. parking lot on either side of parking stalls #10-15 as shown on the plan, due to the existence of a large nearby tree; • One (1) additional WPLED wall pack light fixture on the front of the tasting room; • The addition of three (3) WPLED wall pack light fixtures on the west side of the Micro-Brewery building; A a Greenport Harbor Brewery Page Two April 30, 2015 • Retain the pre-existing two-lamp spotlight fixture on the front of the tasting room on the condition that it is used only for very short periods of time to facilitate cleanup at closing time. This letter does not condone any changes from the Approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Very truly yours, V i Otacj., Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer /RI, lhiAL , ° Town of Southold - Chapter 236 - Stormwater Management ''.:b .1.0%-_,. g;: SWPPP - Storm Water Pollution Prevention Plan Assessment Form GFN'ERAL INFORMATION: (All'Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other(Circle One) Property OWNER:(If Different than Applicant) I')'1rnmTtn AP.eR ) iris• Address: Address: 42.1 SS ma.,.. e...r, .Sorhhotd awl K 1 I4S8 6-r4me t4 S I ø -t,A-MT--- Telephone : Rot ft: Telephone Fax#: 631-5113-'�otal Gat-G I4-4-o'I'Z l E-Mail:rie11 •�qbG a 9-tp'Ira i• �tx,,,,, (� E-Mail: Property Address: /e IsS ►J, n [aorA! Kon iWll '1 it $ Brief Description of Construction Activity,imposed Structural BMPs,Soil -f r'lu l t Y - Staba)imttion BMPs,Project Scope and/or Sequence of Construction Activity S.0 T.M.# 1000 -I S I 111 (Provide Additional Fades as Needed) District seetiun sleek Let Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: A 5tytUCheft Jj 11terh 5 rjt o e.tehowtl. Yet nde,rbvr 241 •'W QRe16.01111. .a►t #.1: /j'h?r.5 .!fit° detxlaritiip I velar Addrent1.15S Ma.In R. L . r011,o11 I tio( %mcr sono , ,c' fc_p onetk Fax Tele „ p ties � � " �3l-5 13 .COtIQ 63i-CO- -Ito II. .eiStearstaL_ S +Ak4t/i-L-teS .. E-Mail: 11 t: ntl •Co.— Fa, '9 49 '�'" _iesia.Ucrfak+_o1-_-1 +11 SJ to-CO(dace 5. 4.�,.��.�S.t,� Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: (+ n P1 q, J ,I RA y A V.R ve cte rLivr81q -S)FSi.4�Pms_itrcikeX_erasR�SS!_31(4..�m Tails .. - Address: ' ' 1It5kUt .1-R iii1-2q +f i( i.r15 SS Mat., L..A )S.aClia 1d, J y uRS8- P � A- Jt4}11 } rCvoiket.T - S s. ,TelephoheThoat-5►3-"011Fax#b31-6Iv-1{vli. A iat.v �ti ll aale . r _tn4 xie+nE-Mall: ys1cli ' Q ►Jca 'Q'l ' - - Total Area 01AVTotal Arring ProjectParcels: 2•S?S0.aytz. anTod/or ea Grounof dland DisturCleabance; N L►l 30 40.i 4 jgQ,1,S¢A Y b ac.k.6 i1 el n 1,burnt ns.w'504,8 (SF./Acres) (e.f IAaes) Mr Project 7uration: Start End ' ACS %P.&tSit_ t�tipo �t 5�olr�pv�delo' -fes (Anticipated) iv Date: Date: Q O min Ste I /� .�pj� l0(1 ilk �as�f3 ,-�y�l_ria.�_ # �sal�r. (aumEordf:alendnr0eys) ....' IN1ll Lks.-Ve.11 SO'told -tetk Mankelt 4• i4434`4 4 will this Project Disturbs five(5)or More Acres at 0 slit �-Y-- . Any One Time During the Proposed Development? Yes ` No - "`Y Qtlnd 1 D�6rig If YES:Please Answer the Following! T4 k`. 9Ye51il . 4Ct6``i 02 i( Slid'• ; - F-7 a. Does the Applicant have a Qualified Inspector On 7 r• •-1 hi.I.rAS mtc4l,„ or cl %iaee.A &9 Qxlt.aYDO nkebeF'�d ' III Staff To Conduct the Required Inspections? Yes No • b. Does the SWPPP Indicate How Frequently the Site 77 r, List the NAMES or description of all Potentially Impacted lkaterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No \O t12 ou r to ..tVcal P fIJite1�__ _- ..... ' _ c. Does the SWPPP Adequately Identify All Temporary 7-1 r• 1 and/or Permanent Soil Stabalization Measures? Yes No _.- d. Does the SWPPP Adequately Identify a Complete I-1 F-1 """"'-"-'"----------_.--"- -- A Project Phasing Plan? Yes No Status or Impacted Waterbody:(eg.TMDL,303(d)Listed.)mpaired:.) - e. Does the SWPPP Indicate Additional Site Specific r-1 c \'�- f,„,,,..„\ • Practices that Will be Utilized to Protect Water Quality? Yes No 1\O ht3.. 1WtQWfl'1.0 �Qpkt( ,VVJ . f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond.Sound,Freshwater Wetland.-) Of Intent and SWPPP Acceptance Form for Review { ---1 r• - 1 - by the Town of Southold? Yes No Oh¢ tVyAQ10_1 Qu 1,81.4 _______ STA'/ OF NEW YORK, ,kl COUNTY OF $gi 5 I-II SS That I,..R.1.C-^avvl- VGt,X.tstCri:t..sa ..b being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) - And that he/site is the ....Q.kinar.J.c Qnim .5t. pgate.Q lcr el...-rat rrb n4:mead....c. - - (Owner,Contractor,Agent,Corporate Officer.etc.) Owner and/or representative of the Owner or-Owners,and is duly authorized to perform or have performed the said work and to mar__e 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 herewith. Sworn to before me this; -- /67 day of:.: -.. ,20/.?- Notary Public: .. - " .,,,,,,,,, /' ER. MCCUSKE ' ..(sIgnaturer Applicant) SWPPP Assessment FORM: 03-12 Notary Public, State of New Ile - No.4924769-Suffolk County Commission Expires March 14, / - T.O.S. '°SWPP P" Preparation Chapter 236 For Department Use Only: �• - S.c:,.M,fl: Property Address: /�j vi F„,,C L. .T ,i = Storm Water Pollution Prevention Plan ails Mat n S� :,� �: �s;o.�fl�o[d , A wise <* ' Review Checklist Checklist 1 a000 7S ► t y District Section Stook Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: r Plan Sheet YES i NO N.A. Explanation for NO or NA. Location(pg.#) (Does the SiHPPP Adequately Provide for and/or Indicate the Following:) , 1, Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site. - 1CnI M F4 p t _2, Construction Phasing Plan indicating Sequence of Proposed Construction Activities. --, - f ens Location ap:, . r © G7r 1 _4._Draiange Site Plan Drawn to Scale et Sixty(6O')•feet to the Inch or larger Indicating the Follow .� Q = Following;_ .. t t}i _. _a,_ Location and_i7eseription of Property Boundaries; ® Q =f,_ b. _Site Acres e t - 1-"-- .`. c,- Ali Existingt Natural and/or Man Made Features on and within 50 of the Preperty Boundary _4(m) Q 0% • _„_.141)..1_ __ d. Test Hole Data Indicating Soil Characteristics&-Depth to,Seasonal High Water Table; .•-•-- 7-`,741 Q 01 e. Contours Indicating Property Elevations Min 2' ' ` — f. Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; n "" y 1 g. Location ciWooded Areas&Isolated`frees-illi a Minimum[7imensiof ie-Diameter; © = i .hQ} ���\ccs445e_ p,n y,wFA.�S - •_____ - •_ ___ ___ __• _ _ __._fi SditCoiiiervatfon Mir-USESSurvey:------------- - •------- ----_ -. _--_.-.-_._ ® 5. Background information about the Scope of the Project,Location&Description of the Site, � Proposed Changes to the Site and All Existing Development on the site Including the Foliowing._; ;o ©L 1 _.,_a,.Alt.mprovements fricluilingYotaf Blas-pilArttl_Bistir4snce ac T9_lat Re141ed;_-_-.__ _-___-..:171:1=1-Q---_._._._._._..__._ --- 1-1-P.4_•_•_ _ b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume ' & Nature of Materials Involved; ts ';' —';_ _____• ,_ c. All Areas Re ulrin Cleartng endlor Grubbing;__ _i[1 i©i __.,_ .,...,_.-.. ..-.-----_ _ _,__ . -_.._ . _-,. d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately t be laced : -0- ___.. V/31 N 7 ___ _ __ e. All Temporar�r&Permanent Vegetation to be Placed on Site;- _ 11=3,O ®r 1157't 0.1<,v11��)e,•t�,o•_\v1 11 l R¢yIpt!atS___ r J. _Allll Temporary&Permanent Storm Water Runoff BMP Control Measures Proposed_ ,® Q n, __ _ Pry j__ _ g The Anticipated-Pattern of Surface Drainage During Periods of Peak Runoff; r- 1 •--- h 'Tice Location of all Roads Driveways Sidewalks,Patios,•Structures,Utilities�_other _ --- fmprovements,Incdud'ing`temporaryAccess$�Coristivciion Stagg An:as; - �-•-•i t. tie EAstirig'&-hili-aoniouds and of Spot svatlor*°His is site.` j® © 0 6. A Schedule of the Sequence for the Installation of All Planned Soll Erosion,Sedimentation r . &5tormwater Runoff Control Measures. +� 0 7. Description of Pollution Prevention Measures that will belmplemented. � [� © ,_•-„-,__,„--- _•-__-_ _�r,.,.„,.,,„,_._._.__._.___._.__,_.__._._.,___�rl_._._..._... 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or i + I � � ®� Im_plernented for Each Construction Activity,that will result in Soli Disturbance. 3 9. Description of Construction&Waste materials E ected to be Stoned On-Site. 10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the ;0 ____ New York State Storm Water Design Manual Technical Standard. t e ot- Q p General Site Plan and Construction Drawin sforthePreect, r __ .-_,.,_, _,_,,,._ __,_.__._.__,._. „.„,.,.,.,.._._____-____,_,__ 12. Dimensionst,Material Specifications&Installation Details for Al Erosion&Sediment Control Practices. leffjQ Q• 5.- t - 13. Temporary Practices that will be Converted to Permanent control Measures. ...I=I © �; ®, _'�.o�• g�t.s,ll4r. .R^. _13 •.._tSMti'taX c„,... 14. Implementation Schedule for Staging Temporary„Erosion Control Practice or BMP, r Q ____ - _ __ __,_--_ . -0 __ t„,...,..•,. 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& i® = = 1 Sediment Control Practices. 18. Names of Potential Surface Waters of the State of New York and/or MS4 that maybe y,.�,��� Impacted by Development. II=I = ® VD;rtMvI -1 pµM - 17. Delineation of Storm Water Control Plan Implementation Responsibilities for Each part of the 0 •.,._ - Y 3, Project Construction Slte. - p 18. Ali other Existing Data that Describes Storm Water Runoff ' =:0 , 19. Identification of Ail Contractor(s)!Sub-Contractor(s) Responsible for installing,Constructing, r r �! Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. ®. ! ®ti$iJtp ksse.ssm. Yl-1 w.”. • T U 1 Storm Water Management Control Plan Checklist#1 : 03-12 :dasur+zi, - DEC '"SWPPP" Preparation - Chapter 236-19 For Department Use Only: ` i S.C.T.M.#: ' Property Address: _1 -t- `= Storm Water Pollution Prevention Plan Review Checklist Checklist # 2 woo 7S. 1 ►`f WI-11T eTs- sa-ir So�tt�o w `'.`.. (Additional Items to be included with Checklist#1 when Article III is trigered.) District Section Stock Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: I i i i Plan Sheet o YES i NO ,N.A.1 Explanation for NO or NA.Must be Approved by SMO Location (Does the SWPPP Adequately Provide for and/or Indicate the Following:) , , A. (pg.#)- 'I. Does the Plan Indicate and/or Show all Items Required by:Checkhst #1"-in this Packet 7 ;Off �'— 2. Does the Plan Indicate and/or Show a Description of Each Post-Construction Stormwater E _-_--ManagementPractice?_____._.-_-...._._.___. ._.---•----------._---------._... O 0 ---. I..-.__ 3. Does the Site Plan/Construction Drawing(s)Indicate and/or Show the Location&Size of 'Leal O Each Post-Construction Stormwater Management Practice? �_ 4. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Hydrologic&Hydraulic Analysis For All Structural Components of the Stormwater Management System for Applicable Storms? _-r © ® - }_OAQKi �m _ 5. Does the Site Plan/Construction Drawing(s)indicate and/or Provide a Comparison of Post- MEI Development Stormwater Runoff Conditions with Pre-Development Conditions 7 0 6. Does the Site Plan/Construction Drawing(s)Indicate and/or Show All Dimensions,Material Specifications&Installation Details for Each Post-Construction Stormwater Practice? I=1 I= ®- 7. Does the Site Plan/Construction Drawings)Indicate a Maintenance Schedule Provided by the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction , =I = ice ite / Stormwater Management Practice? ._.____._. -.._.-._ 8. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Maintenance Easements to r� Ensure Access to All Stormwater Management Practices at the Site for the Purpose of inspection 15'50 = 1=1 la 1 and Repair? 9. Does the Site Pian/Construction Drawing(s)Indicate and/or Show Inspection and Maintenance e O ®� Agreement(s) that are Binding on All Subsequent Landowners? - s G Sft�Q$b ,c:A. 10. For All Activities meeting the Threshold in 236-19(B)(1),the SWPPP shall be Prepared&Signed E By a Professional in the Principles and Practices of Stormwater Management&Treatment Who r Q 0 Who Shall Certly theft he Design Meets the Requirements of Chapter 236. r^- -_t-0_ \lcw�\Q. y ^- 111. Does the Plan Indicate and/or Identify All Potential Sources of Pollution which may affect the - - • Qualityof Stormwater Discharges? MA1=-1=1-2x..- ss M rm 1 _ _...__..__ __.. ._..___..__ _.__. � P_..�__�� _.__.___.__....._ � _fie=--• 12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard 0 0 il to Historic Places or Archeological Resources that Includes the Following; r c34,p\\CA `2%.kurt & �^tits ----- - - a. Information whether the stormwater discharge or land development activities would have I i-`-..1\0 '�..__.__. _ ....._. .___... an effect on a property that is listed or eligible for listing or eligible for listing on the IL= iZI State or National Register of Historic Places I tI _ _ , 1 1 _ b. The Results of Historic Resources Screening Determinations that have been Conductedd_ =1 1 � �r \` l! 1.)- c. Description of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed,r0 or Eligible for Listing,on the State or National Register of Historic Places;and J �L l t t\ _ , )i --,--_-.--_ d. Where Adverse Effects May Occur,Any Written Agreements in Place with the NYS Office of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to i Q Mitigate Those Effects. 1 \\ l t " 11 13. A Description of the Soils)Present at the Site,Including an Identification of the , )4 D I Hydraulic Soil Group. .1 0 I.. _ _...__.._.. -__ 14. Identification of Any Elements of the Design that are not in Conformance with the r Design manual.Including Reasons for the Deviation or Alternative Design and a Description 1Q Q of the Equivalency with technical Standards. i r_ Cf GVet iLAo a _•__ _-___._. -_ -,____,-_ 15. A Hydrologic and Hydraulic Analysis for All Structural Components of the Stormwater Management Control System. ;� II ®,.._ _.9 MIA-NC-Ate' ..__ .. ., 16. A Detailed Summary,with Calculations,of the Sizing Criteria that was Used to Design 1�,^ 0 tk All Post-Construction Stormwater Management Practices. i"Mi'= tI 1` 17. An Operations and Maintenance Plan that Includes Inspection and Maintenance --; 1 I Schedules and Action to Ensure Continuous and Effective Operation of Each :EMI= Q Post-Construction Storm Water management Practice. r • Storm Water Management Control Plan Checklist#2: 03-12 ° Town of Southold Chapter 236 - Stormwater Management : 1* : CONTRACTOR CERTIFICATION STATEMENT Prior to the commencement of construction activity,the owner or operator must identify ALL contractor(s)and • sub-contractor(s)that will be responsible for installing,constructing,repairing,replacing,inspecting and maintaining the erosion and sediment control practices included in the SWPPP;and the contractor(s)and sub-contractor(s)that will be responsible for constructing the post-construction stormwater management practices included in the SWPPP. The owner and/or operator shall have each of the contractors and/or sub-contractors identify at least one person from their company that will be responsible for implementation of the SWPPP.This person shall be known as the • trained contractor.The owner and/or operator shall ensure that at least one trained contractor is on site on a daily basis when soli disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: CERTIFICATION "I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection.I also understand • that the owner or operator must comply with the terms and conditions of the most current version of the New . York State Pollutant Discharge Elimination System("SPDES")general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality i • standards.Furthermore,I understand that certifying false,incorrect or inaccurate information is a violation of the !• referenced permit and the laws of the State of New York and could subject me to criminal,civil and/or admi trative proceedings." Lint AllI f'�� lob 1.1(2_ aow-i k,,ik1Gkawk. cl ncke."AN j T (rd„° °Wy`eYoat aggro-gm, (�p41 ica n`t In a. .ition to providing the certification statement above,this page must also identify the specific elements of the ' PPP that each contractor and/or sub-contractor will be responsible for. Specific SWPPP Element: a q k Sid lis.t\S454.r*I.1,Q /.1t. R1L('1 .f 4tg/t? (Please Describe Here) AZ_-.__t... 11i4Atk9. e5VA. �ll 4 NAME and TITLE of the Trained Contractor(s) responsible for SWPPP implementation; Qrt„QNL\1.,,,�et,.,\th a Q , ,k Q� t'S/t(vl L2. NAME: qr. Date: M NAME,address and telephone number o - t of the Contracting Firm; _ p-.c, _ es1___...._____________________ f93 ( -511 P 1.ft._.._._... _.....,,_ ;- Property Address and Suffolk County Tax Map Number of the site; 41.4 s S Ma, .Nd ., ___.,._,_ 1000 15.. __Sr+xC��l .l_ `£___L1_�S'$ ._ ..__ - S.C.T.M.#: \ District Section Block Lot I The owner and/or operator shall attach All certification statement(s)to the copy of the SWPPP that is maintained at the construction site.If new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced,they must also sign the certification statement and provide the information listed above. For projects where the Department of Environmental Conservation requests a copy of the SWPPP or inspection • reports,the owner and/or operator shall submit the documents in both electronic(PDF only)and paper format within five(5)business days,unless otherwise notified by the Department. SWPPP Certification Statement FORM: 03-12 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION State Pollutant Discharge Elimination System(SPDES) DISCHARGE PERMIT Special Conditions(Part 1) Industrial Code: 8999 SPDES Number:NY-028 5277 Discharge Class(CL): 04 DEC Number: Toxic Class(TX): N Effective Date(EDP): 11/01/12 Major Drainage Basin: 17 Expiration Date(ExPD): 10/31/22 Sub Drainage Basin: 02 Modification Date(s): Water Index Number: Attachment(s): General Conditions(Part II 11/90) Compact Area: SCDHS Schedule A This SPDES permit is issued in compliance with Title 8 of Article 17 of the Environmental Conservation law ofNew York State and in compliance with the Clean Water Act,as amended,(33 U.S.C.sec. 1251 et.seq.)(hereinafter referred to as"the Act"). Issuance of this permit does not acknowledge or imply that permittee is in compliance with the requirements of this permit. PERMITTEE NAME AND ADDRESS: Attention: Richard W.Vandenburgh Name: MMMM Beer LLC Street: P.O.Box 57,234 Carpenter Street City: Greenport State: NY Zip: 11944 is authorized to discharge from the facility described below: FACILITY NAME AND ADDRESS: Name: Greenport Harbor Brewing Company Location(C,T,V): Southold County: Suffolk Facility Address: 42155 Main Road City: Peconic State: NY Zip: 11958 NYTM-E: NYTM-N: 4 From Outfall No.: 001 at Latitude:41°02'27"&Longitude:72°27'16" into receiving waters known as: Groundwater Class: GA and: (list other Outfalls,Receiving Waters&Water Classifications) Co.Tax Map# Dist: 1000 Sect: 75 Block: 01 Lot: 14 in accordance with the effluent limitations, monitoring requirements and other conditions set forth in Special Conditions (Part I) and General-Conditions(Part II)of this permit. DISCHARGE MONITORING REPORT(DMR)MAILING ADDRESS Mailing Name: MMMM Beer LLC Street: P.O.Box 57,234 Carpenter Street City: Greenport State: NY Zip: 11944 Responsible Official or Agent: Richard W. Vandenburgh Phone: (631)513-9019 This permit and the authorization to discharge shall expire on midnight of the expiration date shown above and the permittee shall not discharge after the expiration date unless this permit has been renewed,or extended pursuant to law. To be authorized to discharge beyond the expiration date,the permittee shall apply for permit renewal not less than 180 days prior to the expiration date shown above. Permit Administrator: Walter J.Hilbert,P.E. Distribution: Address: 360 Yaphank Avenue Division of Water Bureau of Wastewater Permits,NYSDEC,Albany Suite 2C Regional Water Manager,NYSDEC, Stony Brook Yaphank,NY 11980 Regional Permit Administrator,NYSDEC, Stony Brook Signture: , Date: (�,_) � . 9/77/17 SPDES#: NY-028 5277 Part 1,Page 2 of 3 FINAL EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning: 11/01/12 and lasting until: 10/31/22 the discharge from permitted facility shall be limited and monitored by the permittee as specified below: Minimum Monitoring Requirements Outfalls Number& Discharge Limitation Measurement Sample Effluent Parameters Daily Avg, Daily Max. Units Frequency Type Outfall 001: Sanitary Waste—750 gpd - No monitoring required. Outfall 002: Sanitary Waste—416 gpd - No monitoring required. Outfall 003: Process Area—3,000gpd - No monitoring required. r ' 4 .e ti ` 2 . SPDES#: NY-028 5277 Part 1,Page 3 of 3 PROCESS CONTROL AND GROUNDWATER MONITORING LOCATIONS Permittee shall take samples and measurements to meet the monitoring requirements at the location(s) indicated below: (Show locations of outfalls with sketch or flow diagram as appropriate). 14 (VINEYARD) 1 11 N60 DOVE 362.43'(DEED) 1 N59'}ig6E 361 7T ACTUAL ...... 1 j j zzl j El i n OOI [P \Cte Ibd --! \VtY IO) '%PYY '00 .\ sIs. o) OUT-FALL A1, An; '^ �pidoocu '11' T% _ O Ha,. i — iI O I i . 0 ' '(a" ``� 1 (VINEYARD) O UJ �.. ' • .. z ! momi avv Q I , tw ` .\it° .R�N� i --1!F. wills • 1,1°,,,I• e i v..... o) o hyo fr Mal j'' .m'I IT-FALL a, 0 "e0_ _' Y -- 'NI...... -.,--co) - - Lp AL ....." ` \O�paY'inm 6LL uNnP1100.0.40 IR.VIT f __()�� Y��Y\ OIVAY 14 V l\ � ---- 0 O•.TY —i a1111/ ,�, .O ON_ '� hJ6965t 1O5D __ �•'°r�_ el�n j i '°49S6 i\ \ ...' �.r — _ . —__ .. " ( R 25') 9 • _\\_ ---,,�" --- ROAD `BEET) s_ .' �e.V' _ -w rvn Mp`1N(PUBLIO`NRR 1N _ __ of i0 4 Town Hall Annex 4 4,; Telephone(631)765-1802 54375 Main Road H m�ax 631)7695Q� P.O.Box 1179 `G Q �� roger.rlcherkaat Wn.sou not .nv.us ip �► Southold,NY 11971-0959 s'-..Oat rr -..,..-- BUILDING DEPARTMENT • TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ICe l'rt{ Date: (--13_-0 0 Company Name: QLAT►t✓Vta EA,,r Far 02 tc ///C. Name-:--- --- 1G I v66 6--t-&17--' -- -7 - -- _--_-- -_-- License No.: 3 goof l - M G' Address: l 39-0 rovvc-1 S Po ,-Sou rtlo c P Phone No.: Wes - 1 Y,1 j JOBSITE INFORMATION: (*Indicates required information) *Name: (r0WAi /et y Q.te �-�Lt Crnmmm 1-1-6 *Address: t*,155 it-k,?-,,,, go SO(.,- 7-wc.,s, *Cross Street: *Phone No.: `]3 V- 1 Y2 Permit No.: Tax Map District 1000 Section: tl c Block: (.5( Lot: 1.f (,(y) *BRIEF DESCRIPTION OF W RK (Please Print Clearly) (t CO tivzir j S uttvecc. Cu,/ 06 i V OU-?c' C e-A--7-14-1-v / (Please Circle All That Apply) Ca/ *Is job ready for inspection: YES Y • Rugh 1 Final *Do you need a Temp Certificate: YE / NO Temp Information(If needed) *Service Size: 1 Phase 3Pha • 100 150 200 300 350 400 Othe� *New Service: Re-connect Underground umber of Meters ange of Service • erhead Additional Information: PAYMENT DUE WIT' - - - - i • 1 (�00 A- P • 82-Request for Inspection Form • \ ., .L.1 \ ..T,... ,, • , 1 ' •., , „, ,• ' Vs. -.0 . L:', ;...,. . ., 41N. - .•..s. ;... , .. .. . .• , • ' ...'. '•.• • — ..,... .. '1 - • -. )041-',.7`;.,.:!,7,—,,-• . , , ' . '• ..:,...::::. ''..! 1 . ". '.ii: - '..:'• ,-.-k..7.- . -',1 . - ..:::::.'... • ::. ., ,.. , •,4,:z1f1-7-•Ti., '4,e- -•,,..-,..,: 41r . • t - . . ....::...:..• I " •-; ',-.1. 4,2.-7..‘-..,.....-,,.'". ,. .JP ...**,•\\‘. . • ' • \. \ •/ .1 ,c•:,,,,,,..or.4* .:.- ,..,4 • ,.. ,.-. '-... •., . , I , •......., ' .- '1'.'4...:'..' :e:'''''''''. ' 41'' . ,. ..:,..; - . . . . ' .. . . 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TOTAL DATE REMARKS e, e* 4/0-1---D it)6-0 4 oz-6---o-0-0 yr- & 1 (Z N . , oz 7n v /z 6 C s ".../.0 o 0 /9 6 a v o7 3 G a 0 i 3//a./d 4/ iczt7PM/ 6.0 3 �' 8///7 Z es 7 3 Z o v—a ' 0 0 0 7'9��.o e -3 S aV `2-// / � A/77GA� J,-.= <a� `;Ye-ffs_7<v,-....771 / r �� /�a r c— '8 l 0 0 a 0, E.o 0 4 g, Q ���/a4 6 1013 119,S—)_ ) I75) 8{56) We1�5 6rntio Pc�yynvnd M Real g60/° //} / o 0 a i_ -d v 3 a all//37 7,.9\ 11/2-6/01--- L 12156 ip 16V-�,J.M. 1 l_ �'L6 ° �sa: ' //, 1 l3 90 7-,5--o7-,5-- ) 4// � // 'NEW NORMAL BELOW ABOVE , ,, FARM Acre Value Per Value ' � ��. Acre 3. o / ?L Tillable 1 (C3 .C), Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD s7 0/__ ('_l 3 a a 0 House Plot DEPTH \ v?Sb, c BULKHEAD _ ., 1. . Totul DOCK ,r, - COLOR d6 K TRIM r / /r()r fc_q_2_,,_e_fr.L. . � �: ,. d J? P , . , >i el e-- - - - , .rL:----------T—;--, ®�,. - s d i�lam"• e6 co , 11:'''_(..e.aaA eaNYWM. Bldg. �P a y�" �,, z �� Foundation fru, Bath4 Dinette Extension ,,??y,4,6, . j 7 z 3 ?4. / ,f0 • 3,5-j f! asement '4,ao,� ' Floors K. Ext. Walls G; Interior Finish '� � v LR. Extension ,7yx ve , / / s �. �� ' /� Extension 1 ,s-x...34 _ $"yo ____/ /j--0 2 .C38 ire Place -0 . Heat DR. 1.../ G Fp/cc=r e 33O A i.,---4 u,Type Roof r,, ," Rooms 1st Floor BR. Porch (6 x 1.5'- _, Itior fs �� Recreation Room Rooms 2nd Floor FIN. B. -- Porch Dormer Q, .i i Breezeway , 0 v 0 0 r /i,a a ,y a. v 0 Driveway u • Garage 9 b X G ye = a 4-4QA's 3));v a 7 Patio g _ • O. B. ,r .. , ._ U _ 7bf drag 3Zr Z3� 1300 _ -= Total 4 liq.14 4-it, fi q-'P'� 13,94-Z 98 STREET Ri'Y R SC®R� CAR®' ' RjrC----1-1-----1-----------: . .,&,......____...--_ -, .ftEf'• ..... ,-- vrerOF'SOUTHOLD PROPERTY RECORD CARD J. -,.....,...,....... g :... , „, .------ --- ,K-5.afoswIttri . .. STREET VILLAGE DIST. SUB. LOT , ' as l Jev-ast, ' it-C I* 141.1- I .4 lea .1. al ii-)e66 n 1 c 2 FORMER OWNER N E ACR. W , .,.... ._ ,_........_ ,....-.-sis. --,.....-.-k,,.. • •.,. .... ,--,,,--..,.....„..„, .L • , yY , / ,..- •,, .,... ... ,....., , comm. CB. MISC. ' -., , REMARKS t. ; 111111111111111111111111 -. , ,—. _ . • - . • • . - i _• : 11:G:_Ifil -eiv, I, a ,vs:7 is . 1,tim, , ,_ 1 , k.f.A.-•.,,r,----,-- .,"'...1 t-1,11-- 7,--. T'AARE-. •, \ .--$.0=1›..„,,,..,-. „„''''''_'''.''',2''',,.. 1.-„!'..". 1....."2:_,,- _......-,''N, , -,.".•! -*-- `• .. .-- .k.. _,-':-.. ? ,i..L.,,,,mizT, -----7----- -'7"--, ...4.-..,... ,,,h 1:4,441Ffiff',_, • . / -Y Oft- --,-01,'ilcvt.2.-zi-0744',:-,P,-**0'..,'''.44-21'41-4g,,,,,YTN. "''''''• ` Al,..-1'.3,-"7,0'.:.1.9411-1 4 - % ,. --,,,,,K,-.. —,...' ,,, : .,,,,.,,0-„„,,,,,,,,,r,,,„Z',,,.,;`,,,,1,-...6,1,-,,,,,,,,,rA,r,:,;,4,,,•,,,,,3,,,,,,A.,,,,.. 67,, -1...,,,,,e0:,:1.- ,,,,4`...4T,...,5,11g.,.,,,,,,nx., . -tq.S Op,\,,,'r, 4 , ...... , ......,. , e0,,, , -n, .,1*1.1-'.-.'.'-.'L.TT= - . --- . ---,7---'-', ,..--7- .......,... .„.2-.. „. -- "L• 1.44V.r11....___._r-.M-17a..., . . _____._.. . - ---- ----- 1,4'=":".-"1.1r,`r/• /.'./,'..4'1'' "W' -'. -,... .' "-•4.14 ''''' '' ' - r, ) . - ( . - '''' ''''',;,,,,:-,4,. '.'"''A•:.:„J!:!;W2f-;*iii-fA,F01144' ,..0.4%,>-,t,"---..,4*.V.7,: • /- ‘, • - ,---. '...,.?T.'''4*--"i-''''.i;.7,-...'1,i.S.VO, ....:3`,..L.r,,i'M''''.4A,st- 41-1fZ".•4",'''.". ) . . / 1 • , 1 r ( , i,„,_ __ .,_ __,. .. „.,,,.• 1 ) k: ) N. • .'4,0q.... /-- ------ --. , ,‘,!kr .-,\ , i . , ,-, -',,,. et-. -. ;(.• - 1 .,; ..-4, I e,=,,-.:,0,'‘,.4. - 1 --, •• r i 1 . 1 c FRONTAGE ON WATER ,,,,,, ‘.,.......... A „,,, 1 4.141•11A.,' ' ...• TO.4-7L-N- ms.-...7.,..z.,..5......1.4 -2,-,...., • -,.,-.-„...,..---- -.;...,, -p---,- - , •...f!'1.,4.44 . „... ,_ _ ,,,,, „f ' FRONTAGE ON ROAD t .---'..,71, fii” ...----..±-, -..„•,,.., , ; - - -,. ',k -''.'!..'1':----- . . .1'.. ' ,,,. '1..s.:::...A1.4. ,1:251.40 -...7, ‘ P tV' Ili 1 k...„ _ ill.,-,,,„_,.,_:.4:4-..".4,-...4,•.....s...ss, .-..-....-_-_.,; --..,...,-.....,,--- ,,,.. .,.._.._„,..„4„.,...,,,,e , 1-.,.. .. -..-=., -,..-It,...1.„'—..... - ,.._- --,..•- -.....---- ---. - .•.=-- -_,..4.,,,,,,, ''' - ...7-.1,7 ..4. II i -' - DEPTH k - .......:,,,i; 401.11110,- --4'." i f ; -. '• .. <w . _ ,-,.....441 1 - t ...",..' BULKHEAD 'In'Z"it,9I'&.9tr- 'tr:--,...^:ff.,,,c4..-•- 1-L___ ....2- - ,. ,,,..,---.:-..,.,,,,- ....„.....-..44,-.,.,- . .02,,q..,e•• . •-+.. 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DOCK . - . • ... ) .. - , si ._---,---, ,,,--c-,-,„----------,----„--_._,-.__ ----' .4 —__ -- ... . .._. --- -- GREENPORr ar. yARBO lit BREWING CO Greenport Harbor Brewing Company, LLC P.O.Box 57 Greenport, New York 11944 631-513-9019 December 19,2011 Michael J.Verity Southold Town Building Depatment Main Road Southold,NY 11971 Re: GHBC Expansion Plans 42155 Main Road,Peconic (Old Lucas Dealership) SCTM#1000-75-01-14 Dear Mike: Consistent with our prior discussion about our plans to purchase and operate a new brewery location at the above referenced location, the discussion about whether we needed a full site plan review was foremost in our minds. As you may recall, we are attempting to expand our brewing operations at this location and in doing so keep manufacturing jobs on the north fork, further promote the vital tourism and economic trade that would continue to boost our local economy. As part and parcel of that objective, we have entered into a contract of sale for the Lucas property and are excited about developing the property in a positive manner that would result in a visually appealing and increased functionality of the property without adding further intensity in light of the prior use or create further demands upon local resources as a result of our presence there. In seeking to move into this property,you may also recall we briefly discussed the extent of the anticipated work or development of the property and our appeal that we not have to undergo a full site plan review. 1 In support of that request, I am submitting our building application along with our new survey and proposed drainage plan in support of this request. Allow me to briefly recap our position: 1. The property is classified as a "B" zone parcel and we were suggesting the permitted use as defined under §280-48A(5) allows for cold storage plants,and/or food processing. In addition,we also appeared to be covered under §280-48A(7) as a Wholesale/retail beverage distribution location. Therefore, it was our belief that the intended use was permitted under the applicable zoning code. 2. In addition to the permitted uses, we are fortunate to be able to accommodate the need for off street parking far in excess of what would be required with our intended use. The parking schedule under§280-78 indicates our existing parking areas are well above the potential need for our lesser intensity use. 3. Our loading area will also be off street and also represents a lesser intensity use, as we will not have to have any vehicles parked on the road at the curb for off-loading as they will all be able to pull into the rear of the building for any deliveries or pick-ups. We suggest that this improved situation compared to the large vehicle trailers that would park on the road at the curb, is an improvement and represents a further lesser intensity use as well. 4. There is no plan to alter the access to the property as the present ingress and egress for the limited parking requirements pose no greater use or safety issue for our lesser intensity operation. 5. We have prepared a proposed drainage plan, that I hope demonstrates we are cognizant of the need to improve the absence of any drainage on the property and have provided for a dramatic improvement of that condition as part of our limited development of the parcel. 6. Finally, we intend to use virtually all of the existing structures on the parcel in their current configuration. We have limited the only alteration to our proposed cold storage building. I have provided a new survey that has hash-marks that define the extent of this limited alteration. The purpose of this alteration is to repair the severely leaking flat roof structure as well as increase the interior ceiling height for the efficient use of this structure as a cold room. We need to triple and quadruple stack our kegs, with the use of a fork lift. In order to do so, we need an interior ceiling height of 26 feet, this puts the exterior height of the new flat roof at 28 feet. Thus, an increase in the roof of this limited portion of the building is required. We are not creating any additional floors at this location and this alteration will, of course,have full plans prepared for your review. 2 ✓ J We view our intended use and occupancy of this premises as a positive and less intensive use. It is our hope and sincere request that the limited alteration to the structure and positive improvements in the area of drainage and site development will result in a conclusion that we can avoid a full site plan review process, that will only create further expense and delay in the development of the parcel. :ry truly your., 1 ICHARD VANDENBURG RWV/nds Encs. 3 ñ) Cflll GREEN � JAN - 9 2013 HA R BOR TOWNLDG OF SOUTHOLD BREWING co- Greenport Harbor Brewing Company, LLC P.O.Box 57 Greenport, New York 11944 631-513-9019 January 9, 2013 Michael J.Verity Southold Town Building Depatment Main Road - Southold,NY 11971 Re: GHBC Building Permit 42155 Main Road, Peconic (Old Lucas Dealership) SCTM#1000-75-01-14 Dear Mike: Consistent with our discussion about the status of our pending building permit application and the issue of a portion of the work listed thereunder regarding our cold room needing ZBA approval, please allow me to suggest the following and make an unequivocal representation. In that our ZBA application for relief is on the February 7, 2013 agenda for public hearing to construct our cold room, I understand your reservation about issuing a building permit to allow us to continue with our other interior alternations to the southern portion of the building due to the potential (but highly unlikely) negative determination by ZBA for the nominal relief we are requesting. Therefore, I am asking that you approve my request to amend my permit application to exclude that portion of our application that encompasses the cold room construction and approve our request to proceed with the remaining interior alternations to the southerly portion of the building. I also clearly and definitively acknowledge that in the event there were to be a negative determination on any aspect of our ZBA application which would result in the need to remove, correct or further alter any work completed under the amended and limited permit that I am requesting, I will not hold the building department or the Town of Southold responsible in any way for work completed up to that point which would then have to be removed due to that potential negative determination. 1 As you know;`we are diligently working to complete this project in a manner that will not only,result in an improved visual enhancement to the premises but will also benefit the Town with increased tourist revenue and local manufacturing jobs. Therefore, I appreciate your immediate approval of the amended permit to allow us to proceed in a cooperative and productive manner. Ve ruby yo , '/I CHARD VANDENBURGH RWV/nds Encs. 2 THE GREENPORT BREWING COMPANY, LLC P.O.BOX 57, 234 CARPENTER STREET GREENPORT, NEW YORK 11944 631-477-6681 Rich.GHBC@Gmail.corn RICH VANDENBURGH DJ SWANSON JOHN LIEGEY `, Founder Head Brewer Founder April 24, 2014 Intelli-Tech Security Services, LLC Jeff Hauser 150 Eileen Way—Unit#2 Syosset, NY 11791 Re: Stamped Fire Alarm Plans Dear Jeff: Pursuant to your request, enclosed please find a copy of the stamped and approved fire alarm plan for your records. Thanks. V ,truly yours, .. )rtI CHARD VANDENBURGH Enc. STAR BUILDING SYSTEMS By: DANALLISON ENTERPRISES, INC. 306 MASTIC ROAD MASTIC BEACH, NEW YORK 11951 631-874-8334 July 18, 2014 Mr. Michael Verity,Chief Building Inspector Town of Southold Building Department Main Road Southold, New York 11971 Re: Mmmmm Beer, LLC/The Greenport Brewing Co., LLC Building Permit#37792 42155 Main Road, Peconic, NY 11958 Dear Mr.Verity: This letter is to confirm that based upon the work completed,observations at the above referenced project and documentation supplied in connection with the installation and completion of the pre-engineered steel building structure as described under"Schedule A—Revised", and to the best of my knowledge, belief and professional judgment,the structure has been built in accordance with the plans and the Building Code of New York State. If you have any questions,or require additional information, please feel free to contact me. Thank you for your attention to this matter. Sincerely Keit Buccos SSenior Project Manager Encs.Ste► b - il---12-CHARDAW.VANDENB RGFi Notary Public,State of New York No.2VA5027629-Suffolk County Commission Expires May 16,Lae 5r( . -• zt r' "Schedule A - Revised" Greenport Harbor Brewing Company 1) Complete quality pre-engineered building package 48'W x 38'-6"L x 28'H eave height (high side) with a 'h on 12 roof pitch. This will be a low pitch single slope structure. A) Complete pre-engineered primary and secondary framing system with 30 PSF live load, 20 PSF ground snow load, 120 mph wind load and 5 PSF collateral load designed to the standards of the BCNYS 2010 building code including stamped drawings including rigid frame end walls and galvanized secondary framing. Note: Primary framing (columns & rafters) to be manufacturer's standard primer. B) Complete 3"thick factory assembled insulated sandwich foam panel standing seam roof system with 26 ga. exterior panel and 26 ga. interior panel in choice of manufacturer's standard color and profile (R value 23). C) Complete 3" thick insulated sandwich foam panel wall system with 26 ga. exterior panel and 26 ga. interior panel in choice of manufacturer's standard color and profile (R value 23). Full height panels on all four walls. D) (1) 12' x 12' framed opening for overhead door(overhead door by others). E) Complete trim package including gutters and leaders. f1 t it/H.2 s•- et- 57:it.6—i.cu>� t-Mtie_. f"I A & G 2) Complete non-union, non-prevailing wage installation of building package. f` X , � i 1 - —(t '.cceptance of Schedule A) (Date) rvREE N P 0/��. HARBOR CBREW I NG 023. F,«----'.a Greenport Harbor Brewing Company, LLC 42155 Main Road Peconic, New York 11958 631-513-9019 MAI 91 ?i r Ma 15 Michael Verity Southold Town Building Depatment Main Road Southold, NY 11971 Re: Mmmm Beer Building Permit#37792 - Main Brewery 42155 Main Road, Peconic SCTM#1000-75-01-14 Dear Mr.Verity: My apologies for the delay in filing for the final Certificate of Occupancy on the Main Brewery. It has been a long, cold and hard winter. Nonetheless, enclosed please find the following: 1. Our application for Certificate of Occupancy. 2. Our copy of the Final Inspection and Final Fire Safety Inspection certificate dated 8-14-14. 3. A copy of the Final Planning Board Approval that was apparently delivered to your office directly. _ 4. Our check in the amount of$50.00 payable to Southold Town Bldg. De t. Certainly, if you have any questions, please do not hesitate to contact me and , er certainly appreciate your issuing the final CO at your earliest convenience. ilv Ve f truly yours, RI ' ARD VANDENBURGH Encs. ENGINEERING.AND PRODUCT DATA A. sTAQ STAR BUILDING SYSTEMS A : . .U. LDI JOS DESIGN PACKAGE BUILDER: DANALLISON ENTERPRISES INC CUSTOMER: GREENPORT HARBOR BREWING COMPANY JOB NUMBER: 12-B-88900 TABLE OF CONTENTS Page Design Criteria 1 _ Notes on Drawings 2 Deflection Criteria NA Project Layout NA Building A 3-10 Special Details NA Original Design Completed thru Change Order# 0 Revision History Update Date Rev# Reactions Reason for Revision Pages Revised Revised Eng. Project Engineer: Matt Dotta(Oklahoma City) Checking Engineer: Phillip James Johnson Signing Engineer: Dustin Cole, P.E. Star Building Systems torAm P.O.Box Oklahoma City,,OK OK 73143 (405)636-2010 November 12, 2012 1-800-879-7827 FAX(405)636-2419 DANALLISON ENTERPRISES INC 306 MASTIC RD MASTIC BEACH, NY 11951-1015 12-B-88900 GREENPORT HARBOR BREWING COMPANY SOUTHOLD, NY 48'0" x 38'6" x 26'0" To Whom It May Concern: This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements. This certification does not cover field modifications or the design of materials not furnished by Star Building Systems. The attached design criteria and calculations are to remain with and form part of this Letter of Certification. The calculations and the metal building they represent are the product of Star Building Systems or a division of its affiliate NCI Building Systems. The engineer whose seal appears hereon is employed by either Star Building Systems or a division of its affiliate NCI Building Systems and is not the engineer of record for this project. Subdivision 2 of Section 7209 of the Education Law of The State of New York states that it is a violation of this law for any person unless he is acting under the direction of a licensed Professional Engineer, to alter the contents of this document in any way. If an item bearing the seal of an engineer is altered, the altering engineer shall affix to the item his seal and the notation "altered by" followed by his signature and the date of such alteration, and specific description of the alteration. Cordially, �"�� Star Building SysteL- Materials for Metal Builra * - O� ` An NCI Company :�- ;val. C Dustin Leonidas Cole, P.E. ` gy FEsSIO Director of Engineering ACCREDITED AC472 12-B-88900 8600 S. 1-35, Oklahoma City, OK 73149 Ai, Star Building Systems rikP.O.Box 94910 Oklahoma City,OK 73143 (405)636-2010 COMPANY,SOUTHOLD,New York 1-800-879-7827 FAX(405)636-2419 Building Code 2010 NEW YORK Occupancy Category Normal (Category II) Roof Dead Load Superimposed 3.80 psf Collateral 5.00 psf (5.00 psf Other) Roof Live Load 30.00 psf no reduction Snow Ground Snow Load (Pg) 20.00 psf Snow Load Importance Factor (I) 1.00 Flat Roof Snow Load (Pf) 20.00 psf (per code) Minimum Roof Snow Load (Pf) 30.00 psf (used in design) Snow Exposure Factor (Ce) 1.00 Thermal Factor (Ct) 1.10 Wind Basic Wind Speed 120.00 mph Wind Importance Factor (I) 1.00 Wind Exposure Category B Internal Pressure Coef (GCpi), 0.18/-0.18 Loads for components not provided by building manufacturer Corner Areas (within 3.85' of corner) 23.70 psf pressure -31.61 psf suction Other Areas 23.70 psf pressure -25.68 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. Seismic Seismic Importance Factor (Ie) 1.00 Seismic Design Category B Soil Site Class D Stiff Soil Ss 0.160 g Sds 0.171 g S1 0.060 g Sdl 0.096 g Analysis Procedure Equivalent Lateral Force Column Line All Basic Force Resisting System H Response Modification Coefficient (R) 3.00 Seismic Response Coefficient (Cs) 0.06 Design Base Shear in kips (V) 1.59 Basic Structural System (from ASCE 7-05 Table 12.2- H - Steel System not Specifically Detailerl .---; e �`F p * 11/12/12 '`s�, —=- ACCREDITED AC472 12-B-88900 8600 S. I-35, Oklahoma City, OK 73149 BOLT TIGHTENING - All bolted joints with A325-09 Type 1 bolts are specified as snug-tightened joints in accordance with the Specification for Structural Joints Using ASTM A325 or A490 Bolts, June 30, 2004. Pretensioning methods, including turn-of-nut, calibrated wrench, twist off type tension control bolts or direct tension indicator are NOT required. Installation Inspection requirements for Snug Tight Bolts (Specification for Structural Joints Section 9.1) is suggested. Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi. Hot rolled angles, other than flange braces, conform to ASTM 36 minimum. Hollow structural shapes conform to ASTM A500 grade B, minimum yield point is 42 ksi for round HSS and 46 ksi for rectangular HSS. Material properties of cold-formed light gage steel members conform to grade 55, with a minimum yield point of 55 ksi. For Canada, material properties conform to CAN/CSA G40.20/G40 .21 or equivalent. Using 5x5 gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been located on these drawings. The downspouts are to be placed on the building sidewalls at a spacing not to exceed 28 feet with the first downspout from both ends of the gutter run within 14 feet of the end. Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code. The gutter and downspout system as provided by the manufacturer is designed to accommodate 6 in/hr rainfall intensity as it corresponds to a 5 year recurrence interval. Framed openings, walk doors, and open areas shall be located in the bay and elevation as shown in the erection drawings. The cutting or removal of girts shown on the erection drawings due to the addition of framed openings, walk doors, or open areas not shown may void the design certifications supplied by the metal building manufacturer. The metal building manufacturer has not designed the structure for snow accumulation loads at the ground level which may impose snow loads on the wall framing provided by the manufacturer. 2 11/12/2012 ' 71- key Strut: x=double Z. Builder xx=triple Z, DMS 11YM3QISDANALLISON ENTERPRISES I a=pi e(WM) Job No: 88900A run01 gig£ Version: ver01-mjdatta Mon Nov 12 09:17:38 2012 I. ?j, Z,1- .1 Ci-t':-P -F Di r:___-- I ZI. 01114 ---.'OZII. e o I fN, i _ ., Te --1 19 " r — t ---- , . 13'4 ---------, 1 d \ it ei �, e. N; Xr • G3 ..r... ____,_ _____ -co —1 L> 10 0 W O Tr _. _______ - _ • t.2 l. ii - V �s� � Owner rr3 op hd- ti W N} I o 1'2 1'2 ml . , GREENPORT HARBOR BREWING - - °'3 _i 9':3 SOUTHOLD NY 11944 386 SIDEWALL SWA 3 11/12/2012 • Star Building Systems, OKC, OK Design Summary Program User: mjdotta Job Number: 88900A Design Summary Report Version: 4.21.6 run01 Date: 11/12/12 Manufacturing Plant - ELZ Start Time: 09:17:29 R:\. .\12-B-88900\ver01-mjdotta\Bldg-A\run01\88900A_bldg_A 01.cds MAIN BUILDING DESIGN SUMMARY REPORT All connections use ASTM A325N bolts, unless noted otherwise. All anchor rods are checked according to ASTM F1554 Gr. 36 strengths. ROOF PLANE RPC R:\Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run01\AroofRPC_01.edf Panel IBL4230-24 ROOF Panel fastener pattern NO F.L. (side joint attachment only) Purlins 55.0 ksi Yield Strength Eave Struts 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. PURLIN SPACING : 4'0 8@5'0 4'0 Bay Length Member Size Brace L Lap R Lap (ft) Identification Locations Exten Exten 1 19.250 8.5Z59 2 points S 0.000 3.188 C 2 19.250 8.5Z59 2 points C 3.188 0.000 S Purlin @ Level 3,4,5,6,7,8,9: Washers Req'd @ Supports:2, Purlin Web Stiffener @ Level 2,3,4,5,6,7,8,9,10 @ Supports:3,2,1 Purlin Anchorage Hdwe @ Level 2,6,10 @ Supports:3,2,1 RPC Purlin Strut @ 12.000 (ft) : 8.5Z85 Bays 2 RPC Purlin Strut @ 12.000 (ftj : 8.5Z85 Bays 1 RPC Purlin Strut @ 24.000 (ft) : 8.5Z85 Bays 2 RPC Purlin Strut @ 24.000 (ft) : 8.5Z85 Bays 1 RPC Purlin Strut @ 36.000 (ft) : 8.5Z85 Bays 2 RPC Purlin Strut @ 36.000 (ft) 8.5Z85 Bays 1 SWC Eave Strut @ 26.000 (ft) : 8.5E70 Bays 2 SWC Eave Strut @ 26.000 (ft) : 8.5E70 Bays 1 SWA Eave Strut @ 28.000 (ft) : 8.5E70 Bays 1 SWA Eave Strut @ 28.000 (ft) : 8.5E70 Bays 2 Note: 1) All Purlin strut locations for all roof planes are measured from back sidewall. BRACING ---- Roof: 1 bays Rod Plane SWA : 1 bays Rod Plane SWC : 1 bays Rod Plane EWB : End Frame Plane EWD : End Frame 4 11/12/2012 Star Building Systems, OKC, OK Design Summary Program User: mjdotta Job Number: 88900A Design Summary Report Version: 4.21.6 run01 Date: 11/12/12 Manufacturing Plant - ELZ Start Time: 09:17:30 R:\. .\12-B-88900\ver01-mjdotta\Bldg-A\run01\88900A bldg A_Ol.cds SIDEWALL PLANE SWA -- ( 8.500" Inset columns ) R:\Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run0l\Awa11SWA 01.edf Panel IPPII4230-26 WALL Panel fastener pattern NO F.L. (side joint attachment only) Girts 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. GIRTS SPACINGS : 3'0 4'4 2®6'0 4'4 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten 1 3'0 19.250 8.5Z59 2 points S 0.000 1.083 C 2 3'0 19.250 8.5Z59 2 points C 1.083 0.000 S 1 7'4 19.250 8.5Z59 2 points S 0.000 1.083 C 2 7'4 19.250 8.5Z59 2 points C 1.083 0.000 S 1 13'4 19.250 8.5Z59 2 points S 0.000 1.083 C 2 13 '4 19.250 8.5z105 2 points C 1.083 0.000 S 1 19'4 19.250 8.5Z59 2 points S 0.000 1.083 C 2 19'4 19.250 8.5Z59 2 points C 1.083 0.000 S 1 23'8 19.250 8.5Z59 2 points S 0.000 1.083 C 2 23'8 19.250 , 8.5Z59 2 points C 1.083 0.000 S Girt @ Level 7'4,19'4: Washers Req'd @ Frame:2 Note : Maximum Distance To Extend Girt From Adjacent Bay is 36.00 inches. 5 11/12/2012 _ Star Building Systems, OKC, OK Design Summary Program User: mjdotta Job Number: 88900A Design Summary Report Version: 4.21.6 run01 Date: 11/12/12 Manufacturing Plant - ELZ Start Time: 09:17:30 R:\. .\12-B-88900\ver01-mjdotta\Bldg-A\run01\88900A_bldg_A ol.cds SIDEWALL PLANE SWC -- ( 8.500" Inset columns ) R:\Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run01\Awa11SWC Ol.edf Panel IPPII4230-26WALL 1 Panel fastener pattern NO F.L. (side joint attachment only) Girts 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. GIRTS SPACINGS : 3'0 414 2@6'0 4'4 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten 1 3'0 19.250 8.5Z59 2 points S 0.000 0.000 C 2 3'0 19.250 8.5Z59 F.O. C 0.000 0.000 S 1 7'4 19.250 8.5Z59 2 points S 0.000 0.000 C 2 7'4 19.250 8.5Z59 F.O. C 0.000 0.000 S 1 13'4 19.250 8.5z105 2 points S 0.000 1.083 C 2 13'4 19.250 8.5Z70 2 points C 1.083 0.000 S 1 19'4 19.250 8.5Z59 2 points S 0.000 1.083 C 2 19'4 19.250 8.5Z59 2 points C 1.083 0.000 S 1 23'8 19.250 8.5Z59 2 points S 0.000 1.083 C 2 23'8 19.250 8.5Z59 2 points C 1.083 0.000 S Girt @ Level 13'4: Washers Req'd @ Frame:2,1 Girt @ Level 19'4: Washers Req'd @ Frame:2 Note : Maximum Distance To Extend Girt From Adjacent Bay is 36.00 inches. FRAMED OPENINGS: Qty Size Jamb & Header Wall Bay Distance ' **1 12'0 x 12'0 8.5C70 SWC 2 3'0 **PROVIDE 8.5C70 SUBJAMBS TO THE EAVE 6 11/12/2012 Star Building Systems, OKC, OK Design Summary Program User: mjdotta Job Number: 88900A Design Summary Report Version: 4.21.6 run01 Date: 11/12/12 Manufacturing Plant - ELZ Start Time: 09:17:30 R:\. .\12-B-88900\ver01-mjdotta\Bldg-A\run01\88900A_bldg_A 01.cds Endwall Plane EWB Design Non-Expandable Frame (SSB ) R:\Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run01\AWallEWB 01.edf Panel IPPII4230-26 WALL Panel fastener pattern NO F.L. (side joint attachment only) Girts 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. Girts Spacings : 3'0 4'4 2@6'0 4'4 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten . 1 3'0 23.292 8.5Z59 3 points S 0.000 0.000 S 2 3'0 23.292 8.5Z59 3 points S 0.000 0.000 S 1 7'4 23.292 8.5Z85 3 points S 0.000 0.000 S 2 7'4 23.292 8.5Z85 3 points S 0.000 0.000 S 1 13'4 23.292 8.5Z85 3 points S 0.000 0.000 S 2 13'4 23.292 8.5Z85 3 points S 0.000 0.000 S 1 19'4 23.292 8.5Z85 3 points S 0.000 0.000 S 2 19'4 23.292 8.5Z85 3 points S 0.000 0.000 S 1 23'8 23.292 8.5Z70 3 points S 0.000 0.000 S 2 23'8 23.292 8.5Z70 3 points S 0.000 0.000 S COLUMNS ( 0.000" Inset columns ) Col Dist. Description Base Elev Base plate design information # from left Member Size Ident. (ft) Thickness & rods 1-B 24.000' W12X19 50.0 ksi 0.0000' 0.375" BP thk w/( 4) -0.750" A36 Flange Brace @ 7.3, 13.33, 19.33 elev. FB=C-TYPE ENDWALL COLUMN TO BRIDGE CHANNEL CONNECTIONS: STRUT-TO-COLUMN CLIP COL. NO. ENDWALL PLANE 1 1-B ALIGNS WITH PURLIN IN ZONE A, TYPE 2 CONN. , ALL SLOPES PC71 (0.3750") (4) -1/2" A325N w/ CL185 NO COLUMN EXTENSION NO BRIDGE CHANNEL 7 11/12/2012 Star Building Systems, OKC, OK Design Summary Program User: mjdotta Job Number: 88900A Design Summary Report Version: 4.21.6 run01 Date: 11/12/12 Manufacturing Plant - ELZ Start Time: 09:17:30 R:\. .\12-B-88900\ver01-mjdotta\Bldg-A\run01\88900A_bldg_A Ol.cds Endwall Plane EWD Design Non-Expandable Frame (SSB ) R:\Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run01\AwallEWD 01.edf Panel IPPII4230-26 WALL Panel fastener,pattern NO F.L. (side joint attachment only) Girts 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. Girts Spacings : 3'0 4'4 2@6'0 4'4 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations - Exten Exten 1 3'0 23.292 8.5Z59 3 points , S 0.000 0.000 S 2 3'0 23.292 8.5Z59 3 points S 0.000 0.000 S 1 7'4 23.292 8.5Z85 3 points S 0.000 0.000 S 2 7'4 23.292 8.5Z85 3 points S 0.000 0.000, 5 1 13'4 23.292 8.5Z85 3 points S 0.000 0.000 S 2 13'4 23.292 8.5Z85 3 points S 0.000 0.000 S 1 19'4 23.292 8.5Z85 3 points S 0.000 0.000 S , 2 19'4 23.292 8.5Z85 3 points S 0.000 0.000 S 1 23 '8 23.292 8.5Z70 3 points S 0.000 0.000 S 2 23 '8 23.292 8.5Z70 3 points S 0.000 0.000 S COLUMNS ( 0.000" Inset columns ) Col Dist. Description Base Elev Base plate design information # from left Member Size Ident. (ft) Thickness & rods 3-B 24.000' W12X19 50.0 ksi 0.0000' 0.375" BP thk w/( 4) -0.,750" A36 Flange Brace @ 7.3, 13.33, 19.33 elev. FB=C-TYPE ENDWALL COLUMN TO BRIDGE CHANNEL CONNECTIONS: STRUT-TO-COLUMN CLIP COL. NO. ENDWALL PLANE 3 3-B ALIGNS WITH PURLIN IN ZONE A, TYPE 2 CONN. , ALL SLOPES PC71 (0.3750") (4) -1/2" A325N w/ CL185 NO COLUMN EXTENSION NO BRIDGE CHANNEL FRAMES Type Span Live Wind Eave Trib Grid Labels SSB 48.000 30.00/120.00 28.00/ 18.08 2 SSB 48.000 30.00/120.00 28.00/ 10.21 1,3 Note: Use square anchor rod layout. 8 11/12/2012 Star Building Systems FRAME ID ()02 USER NAME:mjdotta DATE:11/12/12 TIME:10:19:03 PAGE: 2-1 - 8600 S. I-35, Oklahoma City, OK 73149 ssb 48./26./10.208 30./120./20. JOB NAME:88900A FILE:frames_1_3.fra LOCATION: Gridlines 1 3 DETAIL FILE: 12-B-88900\ver01-mjdotta\Bldg-A\Drftg\x02L (1) All sectional dimensions are in inches. BOLTS:A325 SNUG TIGHT WEIGHT: 2147 lbs (2) All Flange lengths are measured along outer flange. - Rafter Offset :8.5"-Z 4',8@5' (BYPASS) _ Column Offsets :8.5"-Z 3' 4'4" 2@6' 4'4" BYPASS - LEFT COLUMN 8.5"-Z 3' 4'4" 2@6' 4'4" BYPASS - RIGHT COLUMN 6X0.25 6X0.25 6X0 25 6X0 25 O.F. 6X0.25 • 0.134 0.134 0.134 0 134 WEB THK. 0.134 6X0.25 6X0.25 6X0.25 6X0.25 Z.F. 6X0.25 10'0„ 6'l 7/8" 10'0" 7.706' 10'0" — == ==:::]0•50 12 O 11 28' E.H. 26' E.H. r Q O C c c ] © L C C — --O m O b • N N VI VI �• ,,, O m m _ mO N O H O b w N wC 0) N m O • O1 f•1 a n N N a xt = r . o . m m • 0 o X k o o r 0 Nm ( - N ? NN 0 H m N m Ti \ W H O m H 0 —0 N W L, — n in ut n of s = u u m m m 0 p .k. O X H O r O O • O O . X O p( .-1 - N ' N a 0 N N © N , H O H IIL 48' • 'z7 W '1 W M W H • O• 3 H h CONNECTION DETAILS : * =1 3 Location *-C O2 0 O CO \"J l'J l/ 9 30 11 12*-A 13 I O4 15 16 Web Dep. 10.5 12.5941 14.6883 15.5 N/A 17.5 17 5 17 5 17.5 17.5 17 5 8.0 11.5020 15.0040 17 0 N/A O Type BASE SPLICE SPLICE HORZ STF CAP (EXT) 2E/2E SPLICE SPLICE SPLICE SPLICE 2E/2F BASE SPLICE SPLICE HORZ STF CAP (EXT) N Plate(DN) 8 060 375 N/A N/A 3.75x0.3125 8 *60 25 a oxo 5 N/A N/A N/A N/A 6.0x0.5 6 0x0 375 N/A N/A 2.25x0 25 6.020.25 N Plate(UP) N/A N/A N/A N/A N/A 6.0x0 5 N/A N/A N/A N/A 6.0x0 5 N/A N/A N/A N/A N/A O N Bolts (4)-3/4 N/A N/A N/A N/A (8)-3/4 J N/A N/A N/A N/A (8)-3/4 (4)-3/4 N/A N/A N/A N/A Star Building Systems FRAME ID tol USER NAME:mjdotta DATE:11/12/12 TIME:10:18:59 PAGE: 1-1 _ 8600 S. I-35, Oklahoma City, OK 73149 ssb 48./26./22.604 30./120./20. JOB NAME:88900A FILE:frame_2.fra LOCATION: 'Gridlines 2 DETAIL FILE: 12-B-88900\ver01-mjdotta\Bldg-A\Drftg\x01L (1) All sectional dimensions are in inches. BOLTS:A325 SNUG TIGHT WEIGHT: 2310 lbs (2) All Flange lengths are measured along outer flange. Rafter Offset :8.5"-Z 4',8®5' (BYPASS) Column Offsets :8.5"-Z 3',4'4",2x6',4'4"(BYPASS) - LEFT COLUMN 8.5"-Z 3',4'4",2@6',4'4"(BYPASS) - RIGHT COLUMN 6X0.3125 6X0.3125 6X0.3125 6X0.25 O.F. 6X0.25 0.185 0.185 0.185 0.156 WEB THK. 0.185 - 6X0.25 6X0.25 6X0 25 6X0.3125 - I.F 6X0 25 10'0" 7'7 11/16" 5 550' 10'D" 10'0" 0.50 12 ®i \..l 11 28' E.H. 9 9 O C C � 26' E.H. c f 6 l.� C C CD 0 0` m x in N Q to x H O N m N $ _O N H N N • U X • .-I t` b W N O M o N 60 n N 0 N M M N . to O Hto - O I-. • O O O W V' 10 o X H !n = N c'-' N N N W H M a sin = © N N W JA xXoNM r- No o o F, oO . o O N NO 0N U WN b © I , 7N F I- 48' 'i3 DJ h3 W CO Cl. N O E H x CONNECTION DETAILS : * =2 �t, Location O*-c 0 0 0 0 0 0 0�0 ®' 'i' 4D*-A 4D m ® OD Web Dep. 8 0 13.9836 19.9673 22.0 3/A 23.5 23.5 23.5 23.5 23.5 23.5 8.0 12.3665 16.7330 19.0 N/A O Type BASE SPLICE SPLICE HORZ STF CAP (EXT) 2E/2F SPLICE SPLICE SPLICE SPLICE 2E/2E BASE SPLICE SPLICE HORZ STF CAP (EXT) N Plate(DN) 6.0x0 375 N/A N/A 2.75x0 3125 6 0x0 25 6 0150 5 N/A N/A N/A N/A 6 00.5 6.0x0 375 N/A N/A 2 75x0.25 6 0x0.25 Na Plate(UP) N/A N/A N/A N/A N/A 6 0x0,5 N/A N/A N/A N/A 6 oxo 5 N/A N/A N/A N/A N/A 0 N Nolte (4)-3/4 N/A N/A N/A N/A (8)-3/4 N/A N/A N/A N/A (8)-3/4 (4)-3/4 N/A N/A N/A N/A �pp • �Yy1 REACTIONS BUILDER: DANALLISON ENTERPRISES INC CUSTOMER: GREENPORT HARBOR BREWING COMPANY JOB NUMBER: 12-B-88900 Notes 1) The reactions provided are based on the Order Documents at the time of mailing. Any changes to building loads or dimensions may change the reactions. The reactions will be superseded and voided by any future mailing. 2) The reactions provided have been created with the following layout(unless noted otherwise). a) A reaction table is provided with the reactions for each load group. b) Rigid Frames (1) Gabled Buildings (a) Left and Right columns are determined as if viewing the left side of the building,as shown on the anchor rod drawing,from the outside of the building. (b) Interior columns are spaced from left side to right side. (2) Single Slope Buildings (a) Left column is the low side column. (b) Right column is the high side column. (c) Interior columns are spaced from low side to high side. c) Endwalls (1) Left and Right columns are determined as if viewing the wall from the outside. (2) Interior columns are spaced from left to right. d) Anchor rod size is determined by shear and tension at the bottom of the base plate. The length of the anchor rod and method of load transfer to the foundation are to be determined by the foundation engineer. e) Anchor rods are ASTM F1554 Gr.36 material unless noted otherwise on the anchor rod layout drawing. f) X-Bracing (1) Rod Bracing reactions have been included in values shown in the reaction tables. (2) For IBC and UBC based building codes,when x-bracing is present in the sidewall,individual longitudinal seismic loads(RBUPEQ and RBDWEQ)do not include the amplification factor,no (3) For IBC and UBC based building codes,when x-bracing is present in the endwall,individual transverse seismic loads(EQ)do not include the amplification factor,S2o 3) Reactions are provided as un-factored for each load group applied to the column. The foundation engineer will apply the appropriate load factors and combine the reactions in accordance with the building code and design specifications to determine bearing pressures and concrete design. The factors applied to load groups for the steel column design may be different than the factors used in the foundation design. The manufacturer does not provide "maximum"load combination reactions.However,the individual load reactions provided may be used by the foundation engineer to determine the applicable load combinations for his/her design procedures and allow for an economical foundation design. Rev D 2/25/11 FRAME ID #02 USER NAME!mJdotta DATE! PAGE' 2-2 ssb 48. /26, /10. 208 30. /120. JOB NAME' 88900A FILE!frames_1 3.fra SUPPORT REACTIONS FOR EACH LOAD GROUP sLOCATION! GridlInes 1 3 NOTES!(1> All reactions are in kips and kip-ft. _ TIME! (2) The seismic overstrength factor (Omega) Is not included in the 'RBDWEQ' a'• a Load Group reactions. Seismic 'BASE-ONLY' combination reactions Include an overstrength factor of: 2.500 REACTION NOTATIONS HL HR iVL i VR INE-C ( s-A LOAD GROUP REACTION TABLE * = 1 3 COLUMN s-C s-A LOAD GROUP HL VL LNL HR VR LNR DL 0. 3 2. 1 0. 0 -0. 3 1. 7 0. 0 COLL 0. 2 1. 2 0. 0 -0, 2 1. 2 0, 0 SNOW 1, 5 7. 4 0. 0 -1. 5 7. 3 0. 0 LL 1. 5 7. 4 0. 0 -1. 5 7. 3 0, 0 RBDWEQ 0. 0 0. 9 0. 0 0. 0 1. 0 0. 0 EQ -0. 3 -0. 2 0. 0 -0, 2 0, 2 0. 0 RBUPEQ 0. 0 -0. 9 -0. 7 0. 0 -1. 0 -0. 7 WL1 -4. 1 -7. 7 0, 0 -1. 8 -2. 9 0. 0 WL2 -4. 6 -5. 7 0, 0 -1. 3 -0, 9 0. 0 WL3 2. 9 -2. 4 0. 0 3. 8 -8. 1 0. 0 WL4 2. 3 -0. 5 0. 0 4. 3 -6. 2 0. 0 LWL1 0. 8 -5. 2 -1. 8 -0. 6 -4. 8 0. 0 RBUPLW 0. 0 -7. 6 -5, 6 0, 0 -8. 4 -5. 8 LWL2 0. 7 -4. 7 -1. 8 -0. 6 -5. 4 0. 0 LWL3 1, 0 -3. 2 1. 8 -1, 0 -2. 9 0. 0 LWL4 1. 0 -3. 0 1. 8 -1. 0 -3. 2 0. 0 P2K1 0. 3 1. 0 0. 0 -0. 3 1. 0 0. 0 RBDWLW 0. 0 7. 6 0. 0 0, 0 8. 4 0, 0 LOAD GROUP DESCRIPTION DL ! Roof Dead Load COLL ! Roof Collateral Load SNOW ! Roof Snow Load LL ! Roof Live Load RBDWEQ i Downward Acting Rod Brace Load from Long. Seismic EQ ! Lateral Seismic Load [parallel to plane of frame] RBUPEQ ! Upward Acting Rod Brace Load from Longit. Seismic WL1 ! Lateral Primary Wind Load WL2 ! Lateral Primary Wind Load WL3 ! Lateral Primary Wind Load ' WL4 ! Lateral Primary Wind Load LWL1 ! Longitudinal Primary Wind Load RBUPLW ! Upward Acting Rod Brace Load from Longitud. Wind LWL2 ! Longitudinal Primary Wind Load LWL3 ! Longitudinal Primary Wind Load LWL4 ! Longitudinal Primary Wind Load P2K1 ! 2000# Point Load RBDWLW ! Downward Acting Rod Brace Load from Longit. Wind FRAME ID #01 USER NAME' mJdotta DATE PAGES 1-2 ssb 48. /26. /22. 604 30./120. JOB NAMES 88900A FILE+frame 2. fra SUPPORT REACTIONS FOR EACH LOAD GROUP *LOCATION+ Grldlines+ 2 NOTES:(1) All reactions are in kips and kip-ft. _ TIME+ (2) The seismic overstrength factor (Omega) is not included In the 'RBDWEQ' a ! ' P' Load Group reactions. Seismic 'BASE-ONLY' combination reactions Include an overstrength factor of+ 2.500 REACTION NOTATIONS 7 HL -- HR VL 1 VR w-C I W-A LOAD GROUP REACTION TABLE m = 2 COLUMN *-C w-A LOAD GROUP HL VL LNL HR VR LNR DL 0, 5 3. 1 0. 0 -0. 5 3. 1 0, 0 CULL 0. 5 2. 7 0. 0 -0. 5 2. 7 0. 0 SNOW 2, 8 16, 3 0. 0 -2. 8 16, 3 0. 0 LL 2. 8 16, 3 0. 0 -2. 8 16. 3 0. 0 RBDWEQ 0. 0 0. 9 0. 0 0. 0 1. 0 0. 0 EQ -0. 4 -0. 4 0. 0 -0. 3 0. 4 0. 0 RBUPEQ 0. 0 -0. 9 -0. 7 0. 0 -1, 0 -0. 7 WL1 -5. 4 -11, 9 0. 0 -3. 3 -5. 0 0. 0 WL2 -6. 6 -7. 6 0. 0 -2. 1 -0. 8 0. 0 WL3 4. 5 -4. 4 0. 0 5. 3 -12. 5 0. 0 WL4 3. 3 -0. 1 0, 0 6. 5 -8. 2 0. 0 LWL1 1. 7 -11. 6 0. 0 -1. 4 -10. 6 0. 0 RBUPLW 0. 0 -7. 6 -5, 6 0. 0 -8. 5 -5. 8 LWL2 1, 7 -10. 3 0, 0 -1, 4 -11. 9 0. 0 LWL3 2, 2 -7. 2 0, 0 -2. 3 -6, 5 0. 0 LWL4 2. 2 -6. 6 0. 0 -2. 3 -7. 1 0, 0 P2K1 0. 3 1. 0 0. 0 -0, 3 1, 0 0, 0 RBDWLW 0. 0 7. 6 0. 0 0, 0 8, 5 0. 0 LOAD GROUP DESCRIPTION DL + Roof Dead Load COLL + Roof Collateral Load SNOW + Roof Snow Load LL + Roof Live Load RBDWEQ + Downward Acting Rod Brace Load from Long. Seismic EQ + Lateral Seismic Load [parallel to plane of frame] RBUPEQ + Upward Acting Rod Brace Load from Longit. Seismic WL1 + Lateral Primary Wind Load WL2 + Lateral Primary Wind Load WL3 + Lateral Primary Wind Load WL4 + Lateral Primary Wind Load LWL1 + Longitudinal Primary Wind Load RBUPLW : Upward Acting Rod Brace Load from Longitud. Wind LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 + Longitudinal Primary Wind Load P2K1 + 2000# Point Load RBDWLW + Downward Acting Rod Brace Load from Longlt. Wind - FRAME DESCRIPTIONS USER NAME'mjdotta DATE' PAGE' EW-1 Endwall EWB JOB NAME188900A FILEsREW3BLDG1 PATH! Ru \Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run01\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE' All reactions are In klps and kip-ft. TIME' REACTION NOTATIONS Z... ----------7.< . f IVL IV1 VR 1-B 1-B LOAD GROUP REACTION TABLE COLUMN 1-B LOAD GROUP - H1 V1 L1 D 0. 0. 5 0. W+ 0, 0. 5. 6 W- 0. 0. -6. 2 LOAD GROUP DESCRIPTION D 1 DEAD LOAD ' W+ I WIND LOAD AS AN INWARD ACTING PRESSURE W- I WIND LOAD AS AN OUTWARD ACTING SUCTION , ' —-- - --� FRAME DESCRIPTION' USER NAMES riJdotta DATE' PAGE' EW-2 EndwaEl EWD JOB NAME! 88900A FILESREW4BLDG1 PATH' RS \Jobs\Act ive\ENG\12-B-88900\ver01-ri •0 • ._- ..01\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTES All react Ions are In kips and kip-ft, REACTION NOTAT ONS IVL V1 VR 3-B 3-B LOAD GROUP REACTION TABLE COLUMN 3-B LOAD GROUP H1 V1 L1 D 0, 0, 5 0. W+ 0. 0, 5, 6 W- 0. 0. -6. 2 LOAD GROUP DESCRIPTION D DEAD LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION I DESIGN PACKAGE BUILDER: 'DANALLISON ENTERPRISES INC CUSTOMER: GREENPORT HARBOR BREWING COMPANY JOB NUMBER: 12-B-88900 TABLE OF CONTENTS Page Design Criteria 1 _ Notes on Drawings 2 Deflection Criteria NA Project Layout NA Building A 3-10 Special Details NA Original Design Completed thru Change Order# 0 Revision History Update Date Rev# Reactions Reason for Revision Pages Revised Revised Eng. 1 YES Sales Order Rev#1-2 3-10 1/2/2012 MJD Project,Engineer: Matt Dotta(Oklahoma City) Checking Engineer: Phillip James Johnson Signing Engineer: Dustin Cole,P.E. *' „ . Star Building Systems P.O.Box 94910 Oklahoma City,OK 73143 (405)636-2010 January 03, 2013 1-800-879-7827 FAX(405)636-2419 DANALLISON ENTERPRISES INC 306 MASTIC RD MASTIC BEACH, NY 11951-1015 12-B-88900 (REVISED) GREENPORT HARBOR BREWING COMPANY SOUTHOLD, NY 48'0” x 38'6" x 26'0" To Whom It May Concern: This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements. This certification does not cover field modifications or the design of materials not furnished by Star Building Systems. The attached design criteria and calculations are to remain with and form part of this Letter of Certification. This letter voids and supersedes the previous Letter of Certification, dated November 12, 2012. The calculations and the metal building they represent are the product of Star Building Systems or a division of its affiliate NCI Building Systems. The engineer whose seal appears hereon is employed by either Star Building Systems or a division of its affiliate NCI Building Systems and is not the engineer of record for this project. Subdivision 2 of Section 7209 of the Education Law of The State of New York states that it is a violation of this law for any person unless he is acting under the direction of a licensed Professional Engineer, to alter the contents of this document in any way. If an item bearing the seal of an engineer is altered, the altering engineer shall affix to the item his seal and the notation "altered by" followed by his signature and the date of such alteration, and specific description of the alteration. Cordially, 4, : 'r Star Building Systems ' Materials for Metal Buildings An NCI Company 01 /03/1 +'ftPesso ,, r A 45r Dustin Leonidas Cole, P.E. *Nmw- Director of Engineering ACCREDITED AC472 12-B-88900 8600 S.1-35,Oklahoma City, OK 73149 • „ . Star Building Systems lormik P.O.Box94910 Oklahoma City,OK 73143 (405)636-2010 COMPANY,SOUTHOLD,New York 1-800-879-7827 FAX(405)636-2419 Building Code 2010 NEW YORK Occupancy Category Normal (Category II) Roof Dead Load Superimposed 3.80 psf Collateral 5.00 psf (5.00 psf Other) Roof Live Load 30.00 psf no reduction Snow Ground Snow Load (Pg) 20.00 psf - Snow Load Importance Factor (I) 1.00 Flat Roof Snow Load (Pf) 20.00 psf (per code) Minimum Roof Snow Load (Pf) 30.00 psf (used in design) Snow Exposure Factor (Ce) 1.00 Thermal Factor (Ct) 1.10 Wind Basic Wind Speed 120.00 mph Wind Importance Factor, (I) 1.00 Wind Exposure Category B Internal Pressure Coef (GCpi) 0.18/-0.18 Loads for components not provided by building manufacturer Corner Areas (within 3.85' of corner) 23.70 psf pressure -31.61 psf suction Other Areas 23.70 psf pressure -25.68 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. Seismic Seismic Importance Factor (Ie) 1.00 Seismic Design Category B Soil Site Class D Stiff Soil Ss 0.160 g Sds 0.171 g S1 0.060 g Shc 0.096 g Analysis Procedure Equivalent Lateral Force Column Line All Basic Force Resisting System H Response Modification Coefficient (R) 3.00 Seismic Response Coefficient (Cs) 0.06 Design Base Shear in kips (V) 1.59 Basic Structural System (from ASCE 7-05 Table 12.2-1) H - Steel System not Specifically Detailed for Seismic Resistance o . � ‘k 5 01/03/1 i`, � LAS r o , 08470 ACCREDITED AC472 12-B-88900 8600 S.I-35,Oklahoma City, OK 73149 BOLT TIGHTENING - All bolted joints with A325-09 Type 1 bolts are specified as snug-tightened joints in accordance with the Specification for Structural Joints Using ASTM A325 or A490 Bolts, June 30, 2004 . Pretensioning methods, including turn-of-nut, calibrated wrench, twist off type tension control bolts or direct tension indicator are NOT required. Installation Inspection requirements for Snug Tight Bolts (Specification for Structural Joints Section 9.1) is suggested. Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi. Hot rolled angles, other than flange braces, conform to ASTM 36 minimum. Hollow structural shapes conform to ASTM A500 grade B, minimum yield point is 42 ksi for round HSS and 46 ksi for rectangular HSS. Material properties of cold-formed light gage steel members conform to grade 55, with a minimum yield point of 55 ksi. For Canada, material properties conform to CAN/CSA G40.20/G40.21 or equivalent. Using 5x5 gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been located on these drawings. The downspouts are to be placed on the building sidewalls at a spacing not to exceed 28 feet with the first downspout from both ends of the gutter run within 14 feet of the end. Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code. The gutter and downspout system as provided by the manufacturer is designed to accommodate 6 in/hr rainfall intensity as it corresponds to a 5 year recurrence interval. Framed openings, walk doors, and open areas shall be located in the bay and elevation as shown in the erection drawings. The cutting or removal of girts shown on the erection drawings due to the addition of framed openings, walk doors, or open areas not shown may void the design certifications supplied by the metal building manufacturer. The metal building manufacturer has not designed the structure for snow accumulation loads at the ground level which may impose snow loads on the wall framing provided by the manufacturer. 2 01/03/2013 • =s key Strut: x=double Z, Builder : xx=triple Z, OMS T1VM3OIS DANALLISON ENTERPRISES I o=pipe(WM) Job No: 889O0A run01 9 9� Version: ver01-mjdotta Mon Nov 12 09:17:38 2012 c,61 C,6L �� r, G7V WcOCs1 I- Z,1 G,I. . Ci-D* .p, 0 , i-- ZLxZL_ 11!7* --- i 23'8 _ -_ . 19'4 ^ 13'4 7'4 3'0 nn (� ( 3 o T T T d O I~ N — 00'1 2P IN rn �, _ d o, mo N C c1 of A.2P IN w r- > N —G - ®— --1-1- Co _W..1 r Iv 'co W O o W 111110. /2cv cv - Dr , • • • , 0,£ ,L 17,21 I - 0 9,2`Z rs po p r 4- -1- o j 1'2 1'2 Owner 19'3 19'3 GREENPORT HARBOR BREWING e" SOUTHOLD NY 11944 38'6 SIDEWALL SWA 3 01/03/-2013 Star Building Systems, OKC, OK Design Summary Program User: mjdotta Job Number: 88900A Design Summary Report Version: 4.21.6 run01 Date: 11/12/12 Manufacturing Plant - ELZ Start Time: 09:17:29 R:\. .\12-B-88900\ver01-mjdotta\Bldg-A\run01\88900A bldg_A 01.cds MAIN BUILDING DESIGN SUMMARY REPORT All connections use ASTM A325N bolts, unless noted otherwise. All anchor rods are checked according to ASTM F1554 Gr. 36 strengths. ROOF PLANE RPC R:\Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run0l\AroofRPC_Ol.edf Panel IBL4260-24 ROOF Panel fastener pattern NO F.L. (side joint attachment only) Purlins 55.0 ksi Yield Strength Eave Struts 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. ,' 1�\, PURLIN SPACING : 4'0 8@5'0 4'0 Bay Length Member Size Brace L Lap R Lap (ft) Identification Locations Exten Exten 1 19.250 8.5Z59 2 points S 0.000 3.188 C 2 19.250 8.5Z59 2 points C 3.188 0.000 S Purlin @ Level 3,4,5,6,7,8,9: Washers Req'd @ Supports:2, Purlin Web Stiffener @ Level 2,3,4,5,6,7,8,9,10 @ Supports:3,2,1 Purlin Anchorage Hdwe @ Level 2,6,10 @ Supports:3,2,1 RPC Purlin Strut @ 12.000 (ft) : 8.5Z85 Bays 2 RPC Purlin Strut @ 12.000 (ft) : 8.5Z85 Bays 1 RPC Purlin Strut @ 24.000 (ft) : 8.5Z85 Bays 2 RPC Purlin Strut @ 24.000 (ft) : 8.5Z85 Bays 1 RPC Purlin Strut @ 36.000 (ft) : 8.5Z85 Bays 2 RPC Purlin Strut @ 36.000 (ft) : 8.5Z85 Bays 1 SWC Eave Strut @ 26.000 (ft) : 8.5E70 Bays 2 SWC Eave Strut @ 26.000 (ft) : 8.5E70 Bays 1 SWA Eave Strut @ 28.000 (ft) : 8.5E70 Bays 1 SWA Eave Strut @ 28.000 (ft) : 8.5E70 Bays 2 Note: 1) All Purlin strut locations for all roof planes are measured from back sidewall. BRACING ---- Roof: 1 bays Rod Plane SWA : 1 bays Rod Plane SWC : 1 bays Rod Plane EWB : End Frame Plane EWD : End Frame 4 01/03/2013 Star Building Systems, OKC, OK Design Summary Program User: mjdotta Job Number: ,88900A Design Summary Report Version: 4.21.6 run01 Date: 11/12/12 Manufacturing Plant - ELZ Start Time: 09:17:30 R:\. .\12-B-88900\ver01-mjdotta\Bldg-A\run01\88900A bldg A 01.cds SIDEWALL PLANE SWA -- ( 8.500" Inset columns ) R:\Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run0l\AwallSWA 01.edf Panel IPPII4250-26 WALL Panel fastener pattern NO F.L. (side joint attachment only) Girts 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. 1 GIRTS SPACINGS : 3'0 4'4 2@6'0 4'4 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten 1 3'0 19.250 8.5Z59 2 points S 0.000 1.083 C 2 3'0 19.250 8.5Z59 2 points C 1.083 0.000 S 1 7'4 19.250 8.5Z59 2 points S 0.000 1.083 C 2 7'4 19.250 8.5Z59 2 points C 1.083 0.000 S 1 13'4 19.250 8.5Z59 2 points S 0.000 1.083 C 2 13'4 19.250 8.5z105 - 2 points C 1.083 0.000 S 1 19'4 19.250 8.5Z59 2 points S 0.000 1.083 C 2 19'4 19.250 8.5Z59 2 points C 1.083 0.000 S 1 23'8 19.250 8.5Z59 2 points S 0.000 1.083 C 2 23'8 19.250 8.5Z59 2 points C 1.083 0.000 S Girt @ Level 7'4,19'4: Washers Req'd @ Frame:2 Note : Maximum Distance To Extend Girt From Adjacent Bay is 36.00 inches. 5 01/03/2013 Star Building Systems, OKC, OK Design Summary Program User: mjdotta Job Number: 88900A Design Summary Report Version: 4.21.6 run01 Date: 11/12/12 Manufacturing Plant - ELZ Start Time: 09:17:30 R:\. .\12-B-88900\ver01-mjdotta\Bldg-A\run01\88900A bldg_A 01.cds SIDEWALL PLANE SWC -- ( 8.500" Inset columns ) R:\Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run01\Awa11SWC_Ol.edf Panel IPPII4250-26 WALL Panel fastener pattern NO F.L. (side joint attachment only) Girts 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. ,' 1 \ GIRTS SPACINGS : 3'0 4'4 2@6'0 4'4 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten 1 3'0 19.250 8.5Z59 2 points S 0.000 0.000 C 2 3'0 19.250 8.5Z59 F.O. C 0.000 0.000 S 1 7'4 19.250 8.5Z59 2 points S 0.000 0.000 C 2 7'4 19.250 8.5Z59 F.O. C 0.000 0.000 S 1 13'4 19.250 8.5z105 2 points S 0.000 1.083 C 2 13'4 19.250 8.5Z70 2 points C 1.083 0.000 S 1 19'4 19.250 8.5Z59 2 points S 0.000 1.083 C 2 19'4 19.250 8.5Z59 2 points C 1.083 0.000 S 1 23'8 19.250 8.5Z59 2 points S 0.000 1.083 C 2 23'8 19.250 8.5Z59 2 points C 1.083 0.000 S Girt @ Level 13'4: Washers Req'd @ Frame:2,1 Girt @ Level 19'4: Washers Req'd @ Frame:2 Note : Maximum Distance To Extend Girt From Adjacent Bay is 36.00 inches. FRAMED OPENINGS: Qty Size Jamb & Header Wall Bay Distance **1 12'0 x 12'0 8.5C70 SWC 2 3'0 **PROVIDE 8.5C70 SUBJAMBS TO THE EAVE 6 01/03/2013 • A Star Building Systems, OKC, OK Design Summary Program User: mjdotta Job Number: 88900A Design Summary Report Version: 4.21.6 run01 Date: 11/12/12 Manufacturing Plant - ELZ Start Time: 09:17:30 R:\. .\12-B-88900\ver01-mjdotta\Bldg-A\run01\88900A bldg A Ol.cds Endwall Plane EWB Design Non-Expandable Frame (SSB R:\Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run0l\AwallEWB_Ol.edf Panel IPPII4250-26 WALL Panel fastener pattern NO F.L. (side joint attachment only) Girts 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. Girts Spacings : 3'0 4'4 2@6'0 4'4 1 • Bay Elev. Length Member Size Brace L Lap R Lap # ' (ft-in) (ft) Identification Locations Exten Exten 1 3'0 23.792 8.5Z59 F.O. S 0.000 0.000 S 2 3 '0 22.792 8.5Z59 3 points S 0.000 0.000 S 1 7'4 23.792 8.5Z70 F.O. S 0.000 0.000 S 2 7'4 22.792 8.5Z85 3 points S 0.000 0.000 S **1 13'4 23.792 8.5Z105 3 points S 0.000 0.000 S **PROVIDE 8.5Z105 REINFORCING GIRT 2 13'4 22.792 8.5Z85 3 points S 0.000 0.000 S 1 19'4 23.792 8.5Z85 3 points S 0.000 0.000 S 2 19'4 22.792 8.5Z85 3 points S 0.000 0.000 S 1 23'8 23.792 8.5Z70 3 points S 0.000 0.000 S 2 23'8 22.792 8.5Z70 3 points S 0.000 0.000 S FRAMED OPENINGS: Qty Size Jamb & Header Wall Bay Distance **1 10'0 x 12'0 8.5C70 EWB 1 13'6 **PROVIDE 8.5C70 SUBJAMBS TO A BRIDGE CHANNEL. OK TO EXTEND THE COLUMN BRIDGE CHANNEL IF READ TO PICK UP THE RIGHT SIDE SUB-JAMB. COLUMNS ( 0.000" Inset columns ) Col Dist. Description Base Elev Base plate design information # from left Member Size Ident. (ft) Thickness & rods 1-B 24.500' W12X19 50.0 ksi 0.0000' 0.375" BP thk w/( 4) -0.750" A36 Flange Brace @ 7.3, 13.33, 19.33 elev. FB=C-TYPE ENDWALL COLUMN TO BRIDGE CHANNEL CONNECTIONS: STRUT-TO-COLUMN CLIP COL. NO. ENDWALL PLANE 1 1-B BETWEEN PURLINS IN ZONE E, TYPE 2 CONN. , ALL SLOPES PC71 (0.3750") (4) -1/2" A325N w/ CL185 NO COLUMN EXTENSION C8X11.5 BRIDGE CHANNEL 7 01/03/2013 Star Building Systems, OKC, OK Design Summary Program User: mjdotta Job Number: 88900A Design Summary Report Version: 4.21.6 run01 Date: 11/12/12 Manufacturing Plant - ELZ Start Time: 09:17:30 R:\. .\12-B-88900\ver01-mjdotta\Bldg-A\run01\88900A bldg_A Ol.cds Endwall Plane EWD Design Non-Expandable Frame (SSB R:\Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run0l\Awa11EWD_Ol.edf Panel IPPII4230-26 WALL Panel fastener pattern NO F.L. (side joint attachment only) Girts 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. ,'1 Girts Spacings : 3'0 4'4 2@6'0 4'4 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten 1 3'0 23.292 8.5Z59 3 points S 0.000 0.000 S 2 3'0 23.292 8.5Z105 3 points S 0.000 0.000 S 1 7'4 23.292 8.5Z85 3 points S 0.000 0.000 S 2 7'4 23.292 8.5Z85 3 points S 0.000 0.000 S 1 13'4 23.292 8.5Z85 3 points S 0.000 0.000 S 2 13'4 23.292 8.5Z85 3 points S 0.000 0.000 S 1 19'4 23.292 8.5Z85 3 points S 0.000 0.000 S 2 19'4 23.292 8.5Z85 3 points S 0.000 0.000 S 1 23'8 23.292 8.5Z70 3 points S 0.000 0.000 S 2 23'8 23.292 8.5Z70 3 points S 0.000 0.000 S FRAMED OPENINGS: Qty Size Jamb & Header Wall Bay Distance 1 WD SUB JAMB 8.5C70 EWD 2 18'0 COLUMNS ( 0.000" Inset columns ) Col Dist. Description Base Elev Base plate design information # from left Member Size Ident. (ft) Thickness & rods 3-B 24.000' W12X19 50.0 ksi 0.0000' 0.375" BP thk w/( 4) -0.750" A36 Flange Brace @ 7.3, 13.33, 19.33 elev. FB=C-TYPE ENDWALL COLUMN TO BRIDGE CHANNEL CONNECTIONS: STRUT-TO-COLUMN CLIP COL. NO. ENDWALL PLANE 3 3-B ALIGNS WITH PURLIN IN ZONE A, TYPE 2 CONN. , ALL SLOPES PC71 (0.3750") (4) -1/2" A325N w/ CL185 NO COLUMN EXTENSION NO BRIDGE CHANNEL FRAMES Type Span Live Wind Eave Trib Grid Labels SSB 48.000 30.00/120.00 28.00/ 18.08 2 SSB 48.000 30.00/120.00 28.00/ 10.21 1,3 Note: Use square anchor rod layout. 8 01/03/2013 7 Star Building Systems FRAME ID #02 USER NAME:mjdotta DATE: 1/ 3/13 TIME:08:44:06 PAGE: 2-1 8600 S. I-35, Oklahoma City, OK 73149 ssb 48 /26./10.208 30./120./20. JOB NAME:88900A FILE:frames_1_3.fra LOCATION: Gridlines 1 3 DETAIL FILE: 12-B-88900\ver01-mjdotta\Bldg-A\Drftg\x02L (1) All sectional dimensions are in inches. BOLTS:A325 SNUG TIGHT WEIGHT: 2147 lbs (2) All Flange lengths are measured along outer flange. Rafter Offset :8.5"-Z 4',8@5' (BYPASS) Column Offsets :8.5"-Z 3',4'4",286',4'4"(BYPASS) - LEFT COLUMN 8.5"-Z 3',4'4",2@6',4'4"(BYPASS) - RIGHT COLUMN _ _ _ . 6X0.25 6X0 25 6X0 25 6X0.25 ,` O.F. 6X0.25 0.134 0.134 0.134 0 134 . WEB THK. 0.134 6X0 25 6X0X0.225 6X0.25 I.F. 6X0.25 10'0" 025 10'0" 7.706' 10'0" 6X� == =====:10 50 12 EID OD 28' E.H. 0 O O C C i /G1 26' E.H. 0 C C C © E c o "' m m 05 0 m N • ,-1 of N ' N N N O • • m O X m • N M M © L C] n a m - ui u, M CO • 0 O O O O H o O • X O m O N N X O m H = N V, m N m n W H \ m O = H © M N Ti a m m Ut N a r = X0 M m M 0 O ' XO O O • 0 0 0 N W N X O X H = m a Wm m 0 H• H •O M48' 'J b3 K] H • .W • x O H CONNECTION DETAILS : * =1 3 Location O1 *-C 020 04 OS O6 O7 O8 O9 10 11 12*-A 13 19 15 16 ' Web Dep. 10 5 12.5941 14 6883 15 5 N/A 17 5 17 5 17 5 17 5 17.5 17.5 8.0 11 5020 15 0040 17 0 N/A -a Type BASE SPLICE SPLICE HORZ STF CAP (EXT) 2E/2E SPLICE SPLICE SPLICE SPLICE 2E/2F BASE SPLICE SPLICE HORZ STF CAP (EXT) C) W Plate(DN) 8.0x5 375 N/A N/A 3.7505 3125 8 000 25 8 oxo 5 N/A N/A N/A N/A 6 oxo 5 6 000 375 N/A N/A 2 2500 25 6 On 25 NO Plate(UP) N/A N/A N/A N/A N/A 6.0x0 5 N/A N/A N/A N/A 6.000 5 N/A N/A N/A N/A N/A Ca) Botta (4)-3/4 N/A N/A N/A N/A (8)-3/4 N/A N/A N/A N/A (8)-3/4 (4)-3/4 N/A N/A N/A N/A i Star Building Systems FRAME ID #01 USER NAME:mjdotta DATE: 1/ 3/13 TIME:08:44.03 PAGE: 1-1 ^ 8600 S. 1-35, Oklahoma City, OK 73149 ssb 46./26 /22.604 30./120./20. JOB NAME:88900A FILE:frame_2.fra y LOCATION: Gridlines 2 DETAIL FILE: 12-B-88900\ver01-mjdotta\Bldg-A\Drftg\x01L (1) All sectional dimensions are in inches. BOLTS:A325 SNUG TIGHT WEIGHT: 2310 lbs (2) All Flange lengths are measured along outer flange. Rafter Offset :8.5"-Z 4',8®5' (BYPASS) Column Offsets :8.5"-Z 3',4'4",2@6',4'4"(BYPASS) - LEFT COLUMN 8.5"-Z 3',4'4",2@6',4'4"(BYPASS) - RIGHT COLUMN 6X0.3125 6X0.25 6X0.3125 6X0.3125 ,\ O.F. 6X0.25 0.185 0.185 0.185 0.156 WEB THK. 0.185 6X0 25 6X0.25 6X0.25 6X0 3125 ,� Z.F. 6X0.25 10'0" 7'7 11/16" 10'0" 5.550' 10'0" 0.50 12 le 28' E.H. 0 0 O C C dD ] 26' E.H. C O C C o X I11 © .�J N X N N N O W N • W M N • 0 N O HN hl0 W X O M O N N Ip • MN O " X M © ' x a u e N - N X o X N o o o. N O O O N b O K H 0 - N In 0 - J I N a N In a V' 0 M N ' U J n NO 0 XN VMN o 0 X K K 0 , 0 c; O - N N w w N In J N •H N O F O I 4 8, I m m • 'i E y x W m • x O H CONNECTION DETAILS : * =2 Location 0•-C 92 J2 O4 L J © 0 OB 0 10 11 0.-A m 0 15 16 Web Dep. 8.0 13.9836 19.9673 22.0 N/A 23.5 23 5 23.5 23 5 23.5 23 5 8.0 12 3665 16 7330 19 0 N/A 2 O Type BASE SPLICE SPLICE HORZ STF CAP (EXT) 2E/2F SPLICE SPLICE SPLICE SPLICE 2E/2E BASE SPLICE SPLICE HORZ STF CAP (EXT) C) CO Plate(DN) 6.0x0.375 N/A N/A 2 75X0 3125 6 On 25 6 Oxo 5 N/A N/A N/A N/A 6 Oxo 5 6 Oxo 375 N/A N/A 2 75x0 25 6 oxo 25 N Plate(UP) N/A N/A N/A N/A N/A 6 0x0 5 N/A N/A N/A N/A 6 Oxo 5 N/A N/A N/A N/A N/A O W Bolts (4)-3/4 N/A N/A N/A N/A (8)-3/4 N/A N/A N/A N/A (8)-3/4 (4)-3/4 N/A N/A N/A N/A e. Ra REACTIONS BUILDER: DANALLISON ENTERPRISES INC CUSTOMER: GREENPORT HARBOR BREWING COMPANY JOB NUMBER: 12-B-88900 Notes 1) The reactions provided are based on the Order Documents at the time of mailing. Any changes to building loads or dimensions may change the reactions. The reactions will be superseded and voided by any future mailing. 2) The reactions provided have been created with the following layout(unless noted otherwise). a) A reaction table is provided with the reactions for each load group. b) Rigid Frames (1) Gabled Buildings (a) Left and Right columns are determined as if viewing the left side of the building,as shown on the anchor rod drawing,from the outside of the building. (b) Interior columns are spaced from left side to right side. (2) Single Slope Buildings (a) Left column is the low side column. (b) Right column is the high side column. (c) Interior columns are spaced from low side to high side. c) Endwalls (1) Left and Right columns are determined as if viewing the wall from the outside. (2) Interior columns are spaced from left to right. d) Anchor rod size is determined by shear and tension at the bottom of the base plate. The length of the anchor rod and method of load transfer to the foundation are to be determined by the foundation engineer. e) Anchor rods are ASTM F1554 Gr.36 material unless noted otherwise on the anchor rod layout drawing. f) X-Bracing (1) Rod Bracing reactions have been included in values shown in the reaction tables. (2) For IBC and UBC based building codes,when x-bracing is present in the sidewall,individual longitudinal seismic loads(RBUPEQ and RBDWEQ)do not include the amplification factor,no (3) For IBC and UBC based building codes,when x-bracing is present in the endwall,individual transverse seismic loads(EQ)do not include the amplification factor,S2o 3) Reactions are provided as un-factored for each load group applied to the column. The foundation engineer will apply the appropriate load factors and combine the reactions in accordance with the building code and design specifications to determine bearing pressures and concrete design. The factors applied to load groups for the steel column design may be different than the factors used in the foundation design. The manufacturer does not provide"maximum"load combination reactions.However,the individual load reactions provided may be used by the foundation engineer to determine the applicable load combinations for his/her design procedures and allow for an economical foundation design. Rev D 2/25/11 FRAME 'ID #02 USER NAME' mJdotta DATE! PAGE' 2-2 ssb 48. /26. /10. 208 30. /120. JOB NAME' 88900A FILE' frames_1_3. fra SUPPORT REACTIONS FOR EACH LOAD GROUP *LOCATION' GridlInes: 1 3 NOTES' ('1) All reactions are in kips and kip-ft. TIME' (2) The seismic overstrength factor (Omega) Is not 'Included In the 'RBDWEQ' and 'RBUPEQ' Load Group reactions. Seismic 'BASE-ONLY' combination reactions include an overstrength factor ofi 2.500 REACTION NOTATIONS HL --HR 1 VL I VR )IE-C 1*-A LOAD GROUP REACTION TABLE ) = 1 3 COLUMN *-C 30E-A LOAD GROUP HL VL LNL HR VR LNR DL 0. 3 - 2. 1 0. 0 -0. 3 1. 7 0. 0 COLL 0. 2 1. 2 0. 0 -0. 2 1. 2 0. 0 SNOW 1. 5 7. 4 0. 0 -1. 5 7. 3 0. 0 LL, 1. 5 7. 4 0, 0 -1. 5 7, 3 0, 0 RBDWEQ 0. 0 0. 9 0. 0 0. 0 1. 0 0. 0 EQ -0. 3 -0, 2 0. 0 -0. 2 0, 2 0. 0 RBUPEQ 0. 0 -0. 9 -0. 7 •0. 0 -1. 0 -0. 7 WL1 -4. 1 -7. 7 0. 0 -1. 8 -2. 9 0, 0 WL2 -4, 6 -5. 7 , 0. 0 -1. 3 -0. 9 0. 0 WL3 2. 9 -2. 4 0. 0 3. 8 -8. 1 0, 0 WL4 2. 3 -0. 5 0, 0 4. 3 -6. 2 0. 0 LWL1 0. 8 -5. 2 -1. 8 -0. 6 -4. 8 0, 0 RBUPLW 0. 0 -7. 6 -5. 6 0. 0 -8. 4 -5. 8 LWL2 0. 7 -4. 7 -1. 8 -0. 6 -5. 4 0. 0 LWL3 1. 0 -3. 2 1. 8 -1. 0 -2. 9 0. 0 LWL4 1. 0 -3. 0 1. 8 ' -1. 0 -3. 2 0. 0 P2K1 0. 3 1. 0 0, 0 -0. 3 1. 0 0. 0 RBDWLW 0, 0 7. 6 0. 0 0. 0 8. 4 0. 0 LOAD GROUP DESCRIPTION DL ' Roof Dead Load COLL I Roof Collateral Load SNOW Roof Snow Load LL Roof Live Load RBDWEQ I Downward Acting Rod Brace Load from Long. Seism lc EQ ' Lateral Seismic Load [parallel to plane of frame] RBUPEQ ' Upward Acting Rod Brace Load from Long it, Seismic WL1 Lateral Primary Wind Load _ WL2 ' Lateral Primary Wind Load WL3 Lateral Primary Wind Load WL4 I Lateral Primary Wind Load LWL1 ' Longitudinal Primary Wind Load RBUPLW ' Upward Acting Rod Brace Load from Long itud. Wind LWL2 ' Longitudinal Primary Wind Load LWL3 ' Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load P2K1 2000# Point Load RBDWLW ' Downward Acting Rod Brace Load from Long t. Wind I • I- n , FRAME ID #01 USER NAME'mJdotta DATE' PAGE' 1-2 ssb 48. /26./22. 604 30. /120. JOB NAME! 88900A FILE! frame_2. fra SUPPORT REACTIONS FOR EACH LOAD GROUP iLOCATION, Gridlines' 2 NOTES' (1) All reactions are In kips and kip-ft. TIME' (2) The seismic overstrength factor (Omega) Is not Included In the 'RBDWEQ' and 'RBUPEQ' Load Group reactions, Seismic 'BASE-ONLY' combination reactions Include an overstrength factor of! 2. 500 REACTION NOTATIONS 7 7 HL7 / HR IVL IVR s-C 1 s-A LOAD GROUP REACTION TABLE s = 2 COLUMN s-C s-A LOAD GROUP HL VL LNL HR VR LNR DL 0, 5 3. 1 0. 0 -0. 5 3. 1 0. 0 COLL 0. 5 2. 7 0. 0 -0. 5 2. 7 0. 0 SNOW 2. 8 16. 3 0. 0 -2. 8 16. 3 0, 0 LL 2. 8 16. 3 0. 0 -2. 8 16. 3 0. 0 RBDWEQ 0. 0 0. 9 0. 0 0. 0 1. 0 0. 0 EQ -0. 4 -0. 4 0, 0 -0. 3 0. 4 0. 0 RBUPEQ 0, 0 -0. 9 -0, 7 0. 0 -1. 0 -0. 7 WL1 -5, 4 -11. 9 0. 0 -3. 3 -5. 0 0. 0 WL2 -6. 6 -7, 6 0, 0 -2. 1 -0. 8 0. 0 WL3 4. 5 -4. 4 0, 0 5. 3 -12. 5 0. 0 WL4 3. 3 -0. 1 0. 0 6. 5 -8. 2 0. 0 LWL1 1. 7 -11. 6 0. 0 -1. 4 -10. 6 0. 0 RBUPLW 0, 0 -7. 6 -5. 6 0, 0 -8, 5 -5. 8 LWL2 1. 7 -10. 3 0. 0 -1. 4 -11. 9 0. 0 LWL3 2. 2 -7. 2 0. 0 -2. 3 -6. 5 0. 0 LWL4 2. 2 -6. 6 0. 0 -2. 3 -7. 1 0. 0 P2K1 0, 3 1. 0 0. 0 -0, 3 1. 0 0. 0 RBDWLW 0. 0 7. 6 0. 0 0. 0 8. 5 0. 0 LOAD GROUP DESCRIPTION DL I Roof Dead Load COLL ' Roof' Collateral Load SNOW Roof' Snow Load LL Roof Live Load RBDWEQ I Downward Acting Rod Brace Load from Long. Seismic EQ ' Lateral Seismic Load [parallel to plane of frame] RBUPEQ Upward Acting Rod Brace Load from Long it, Seismic WL1 ' Lateral Primary Wind Load WL2 Lateral Primary Wind Load WL3 Lateral Primary Wind Load WL4 i Lateral Primary Wind Load LWL1 ' Longitudinal Primary Wind Load RBUPLW ' Upward Acting Rod Brace Load from Long Itud. Wind LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 ' Longitudinal Primary Wind Load P2K1 2000# Point Load RBDWLW ' Downward Acting Rod Brace Load from Longit. Wind Y l% FRAME DESCRIPTIONi USER NAMES MJdotta DATES PAGES EW-1 Endwall EWB JOB NAMEr88900A FILE' REW3BLDG1 PATH' R' \Jobs\Active\ENG\12-B-88900\ver01-MJdotta\Bldg-A\run01\ • SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are In kips and kip-ft. TIME: REACTION NOTATIONS f 1 V V1 IVR 1-B LOAD GROUP REACTION TABLE COLUMN 1-B LOAD GROUP H1 V1 L1 D 0. 0. 5 0. W+ 0. 0. 5. 6 W- 0. 0. -6. 2 LOAD GROUP DESCRIPTION D DEAD LOAD W+ : WIND LOAD AS AN INWARD ACTING PRESSURE W- : WIND LOAD AS AN OUTWARD ACTING SUCTION it a. FRAME DESCRIPTION USER NAME: mJdotta DATE' PAGE: EW-2 Endwall EWD JOB NAME:88900A FILE:REW4BLDG1 PATHS RI \Jobs\Active\ENG\12-B-88900\ver01-riJdotta\Bldg-A\run01\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTES All reactions are In kips and kip-ft. TIME: REACTION NOTAT ONS f IVL IV1 1 V 3-B LOAD GROUP REACTION TABLE COLUMN 3-B LOAD GROUP Hi V1 L1 D 0. 0. 5 0. W+ 0. 0. 5. 6 W- 0. 0. -6. 2 LOAD GROUP DESCRIPTION D DEAD LOAD W+ : WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION " PROJECT INFORMATION: i 4. ILIO. I '-8 •, 94, OE MMMM BEER, LLC r 0 ofiCi , - . p,-r, 4 D/B/A GREENPORT HARBOR BUILDING INTERCONNECTION TO MAIN BUILDING'FACP' I I : BREWING COMPANY UNDERGROUND SCIIED 50 PVC PIPE eZ 42 15 5 MAIN ROAD II `0`�' �' = O PECONIC, NY I 1958 ty --13— v - ., ,,,,,,R F \ J P MOO o,so O H 5. 1 4, ,071, wii0 A R � A I PROJECT DESCRIPTION: n ./PREP KITCHEN O i - r� �' BREWPUB: if ! . Øra i ANNEX TO EXISTING MAIN ®w 0F dIP,* _ o : 1- BUILDING FIRE ALARM SYSTEM COLD F T J R I— , � – ' c, © �..� ROOM _( . i W 0 R K .,.; ' . DRAWING TITLE: TASTING BAR 0 BREWPUB FIRE ALARM PLAN 04' '0- it Co a CE _ W ED - WIPP/"AIII ,,, mom En I VIGILANT ARE ALARM SYSTEM lEj\° ° U ®o U$U -R Cr I501�' , 4` JUL 2 9 2014 ENGINEERED BY: o' 10' OCC. AREA 125 SF 10'�'I Jeffrey W. Hausner I v ' BLDG DEPT NICET II CERTIFICATE NUMBER: ! I 0,4. EOM TOWN OF SOUTHOLD 93783 • i ,' - FDNY 597 CERTIFICATE NUMBER: I i �' ���' 87053625 OCC. A-.A 32 SF ��� — _L •0 4, ®1VTELL,a TEC i securacy servrces .•. 1 SUPPLIED AND INSTALLED BY: JOB NO. ## t 0 4' '4P 0 4NOTES: • INIELLI—TEC SECURITY SERVICES Ree. NO.Mrs - I ) THIS BUILDING KNOWN AS THE 'BREWPUB' IS INTERCONNECTED TO THE MAIN BUILDING 150 Eileen Way, Unit 2 sc.�rrr: (� II•11 Syosset, NY 11791 DATE 7/7/14 '4k . '. : ,0 . VIA A PVC UNDERGROUND CONDUCT. www.Inteill-tec.net tec DWG BY REV& www.lntelli-tec.net AO / � JWH�intelll-tec.net PLAN NO.: — I O' 11 �i.' 10'—/ 2) THE MAIN BUILDING 'FACP' WILL OWER, RECEIVE ALARMS, AND CONTROL ALL NYS LICENSE #12000003519 PAGE NO. 1 of 1 I q� �s �, ,• , p ,0 �, NOTIFICATION DEVICES INSTALLED1IN THIS BUILDING. ARCHITECTS s,,,� (5 '04, ...... 3) A FIRE ALARM ANNUNCIATOR WILL BE INSTALLED AT THE SOUTH/WEST MAN DOOR WHICH --3 10' '0 II' 10' • 4' WILL GIVE THE FIRST RESPONDERS TOTAL CONTROL OVER THE FIRE ALARM SYSTEM. -D• II 9-)a Z • !' H E FIRE ALARM LEGEND j \ L__ I I 9d1l .. QED 4 U54 HORN/STROBE 1 1:14E HORN/STROBE(EXTERIOR) BREWPUB FIRE ALARM PLAN 2 Q MANUAL FIRE PULL STATION 5 0 SMOKE DETECTOR (PE) 1 QW WEATHER PROOF HEAT DETECTOR (FIXED TEMP) for cold room. 1 1=1 MONITOR MULE(for Weather proof HEAT DET.) 2 QH HEAT DETECTOR(FIXED TEMPI I ® RELAY CONTROL POINT(for HVAC Shut down) 1 ANN ANNUNCIATOR I FACP FIRE ALARM CONTROL PANEL(IN MAIN BUILDING) :..... . . , I 2 3 4 5 G 7 8 9 1 0 11 1 2 1 3 1 4 1 5 1 6 1 7 „......... • ISSUES/REVISIONS 1114 if: tit IOW I toe K•IND I . _ (VINEYARD) a� SII A . c J60°GO'O"E 362 43' (GEED) — . - - . - - . — .�. .P. . —N59'31'16"E • - - • - - • - - — - - • - - • -- • - - • - - • - - • — 361.77' (/CTU4L) - - - - • imbi /� I I J % iiink j 4/4' %// I I PVOW IM' sh. '% I I • ii ..St- II POPMA o w w VW SOI PToo INO In O ow 100 O O PEN .._, I I • GRAVELTST HOLE • EL 176 b I• I Tem VW 0 `� DD I JAN. 30, 2013 1 r'• I 1 la I 1 O � \ `I I JAN. I0, 2013 C I , ASPHALT \ ` �-__ POLE. , IMMI -S`- ,. 71 1 _ \ STcEL Q ao / P (-Tl I \ CUdEnNEG GP / AO ' 7ti RE Esl,`- ICO"[FETE F,LEEE'> / Roll nI 11.C,a0 T07 \ GT / D ASE ANoon,ED- I rh JUNE 12, 201 2 r 7 I \\I`F'"`RETE F1LLCG� PHASE III I JAN.04, 2012 C 0 l-�cT, :.4 i 70 77 L PP5 " �O EMSVE'\`D,ER F , -- oR TI G y I 1 //., ISp FEO J I r o EL ECJ ONE STORY 0 > c ,," 95, wd P CONCRETE BLOCK> \ "> 02012 \ I c 1 [71 73 A NEW Z TRU URES I FRAME r ALL RIGHTS RESERVED _ I LOADING ``�`�'IN � BUILDING I e� I\ „ ) \\ DOCK@ 4 �'4 GpppGE F100F 166 B' --I THESE PLANS ARE AN INSTRUMENT OF c V GRADE. -_ EE OP 01 SERVICE AND ARE THE PROPERTY OF /• Or,cRrTE� G OM THE ARCHITECT. INFRINGEMENTS WILL '\ GONGRETE ��' 1 L A BE PROSECUTED. C7 m I \ ,a r, .(JU, 71 PM .... —� \ , N / 1 I o p -< \ 1 Ito D l^ 1- I I I l' \ \ ISD I 0 . rr rn \,-^\ \ \ RO IN `1 rJ I ASPHALT ,' \ 17.-3;7tri �� �� IS AR`A PHASE II \ -r' / 1 // N SUBJECT TO APPROVAL • �` Z' Z / N BY ZONING BOARD OF " I Iv ' / I I, c / :''' APPEALS. I I z -,e,5 \ II • A A. .j • PhASE I FUTURE SILO.~\\:;;) . M/ rl NEW CONC. SLAB. 1 " ' ` „ ONE STORY i\ f 11 BRICK, STUCCO • i ASPHALT I r^ 0 CONCRETE BLOCK SILO BY / , • BUILDING G OTHERS. I ~ 101 m `''L'I 70 03ooF I `� n (...q N.) r.5 GA El E1E9 \ ��� T { O 01 0 C1STEEt 640"AL J D W _EfER OOJER EAVW E" OM C7 D I ,SOMG$T EX15t,"G CD m m O H-LE l— Hvo "T I CLIENT/OWNER C c I — — �- rIi 00 . 0 - `-'I sA \,,'' \ .. l6.0 IU PA-) ASPHALT Z 97' S\ z / . --- --- %NW Qratim O�z \\ ' ROOM FLUOR i i EIGHT _ • _ PDLE R 25� GREENPORT 11ARBOf --______ . • i I - •‘.. , , /l r� BREWING COMPANY =eoLi Y TSP EL GS BTE I s __ • MAIN ROAD (S.R. 25) D GONCFETE GORE LONrRETE APRON \'�' COMMERCIAL BUILDING ° I — \I _ _ . .4-U°.4 W e: SOUTf10LD, NEW YORK ° \ / 548 39 3 \ • 1111111 OONORETE 51DEW AlK ROAD A L- • — CONCRETE GOP, \� TOP•GRATE �-\.R \\ V •1100°."-- POP MAIN AS ISI PROJECT TITLE SO I it SOC FARM w RENOVATIONS C I TEST HOLE DATA • AND ADDITIONS ..P. \"cDONALD GEOSCIENCE �' 'J 11 /15/11 m1 ^ DRAWING TITLE DwE 1 DARK BROWN LOAM OL ( 1 r !, 2----) , -- ' fir ,..., BROWN SILT ML \� Il r1 j - 3' I I ;�, SITE PLAN BROWN SILTY SAND SM I I, FEO - 4 2013 :�_.J 61 i 4 ITE ALAN j �� I S B BROWN AND PALE BROWN FINE TO COARSE SAND SW 1r.'"�" i�''n P��I DATE SCALE BASED ON JAN. 30, 2013 AS NOTED SURVEY OF PROPERTY EL. 2.2' - 15.6' WATER IN PALE BROWN FINE TO COARSE SAND SW 1110PAnik JAN. 31, 2013 AT PECONIC ® ISSUE Naso TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 23' PO DRAWING NO. 1000-75-01-14 OA BY: PECONIC SURVEYORS, P.C. Imi , DATED: DEC.09, 2011 • SCALE: 1"=301-0" . .. d • ; r. 2II If/� I . ` I AREA=-2.5765 ACRES ti.t { r...., Q ,.., _ , ..,,,,..„,v • , . .,. ,, 7.-,�� , PM REF. NO. 1015 SIT= DATA --(.._ a (VINEYARD) SITE AREA: 125, 300 S. F. = 2. 8765 ACRES LAT. - 41 . 023N LONG. - 72. 271 W 2 .P N60.00'0"E 362.43' (DEED) og }1B9. N59'31'16':E -• 361,77' (ACTUAL) ---_-----__-------_-_ M°NN"ENT S A \ I T A Y C A L C L L A T 0 \ .) Ilk tib.1' +17.6 I I j GW MGMT ZONE 4 - FLOW 600 ORD / AC ,.,\Z___ I ' AXIMUM ALLOWABLE SANITARY FLOW - 2. 8765 X 600 = 1 , 725. 9 GPD ImIamaita I 916 GPD < 1 , 725. 9 GPDOK WITH - IN DENSITY I r ( ) ci- I / co ZZi � GEENPORT BREWING COMPANY 1 (telGJ1 kix(',.' ooi ,...p. P. O. BOX 57 IIIF. r, c 8'8I - L.P. 100 GREENPORT, N . Y. 11944 � rJ 1 E.P. / 1 10' X 6' f r- *i 10' X6' 1\ ..\ I00 \ / } ,. ` `, t i moo ) OUT-FALL #1 1 �C J rf� D.P. �- - oPX6' o SANITARY CALCULATIONS o` ' �� :) } 10 X 6 1 ° i-- `, 1 I t~O }- .� tri .,s. \_ l �: r GRAS •Est� I SYSTEM OUT-FALL #1 o w l I /�T. --1.1 500 GAL i' o, / PROPOSED g 5,1 G.T. j / S.W L.P. � . .,, ,,500 GAL , ,---,, i TASTING ROOM - 100 PERSONS © 7.5 GPD/PERSON = 750 GPD 3 • �? J s9x i s ASPHALT ,s ;coO 1 ") I 1 I �o� a,55...----\..i...2 W I V EL � co f (VINEYARD) SEPTIC TANK: 750 GAL./DAY X (2) DAY FLOW = 1 ,500 GAL. I(LV CL ��, SQ.-ZG\A1 1 f c) PROPOSED PRO!'OSED S :) ` Ur 11111 ®T'P` �a / I I 1 ` 1 S.WLP. S.W.!..P. �.-- off // --- a e'er 4' �!� 1 GREASE TRAP: 100 PERSONS X 2.5 GPD/PERSONS = 250 GPD I-- I ix, \ STEFA „ et- �/ 1 C"J �\ °°tER I° I LEACHING POOLS: 750 GPD / 1.5 GAL./S.F. OF SIDEWALI.. AREA = 500 SWLA OF LEACHING AREA O co I 1 D.A.-s ��i.� to arE FILLED) u o) `,a°, 1 w s. ,�.� 4 I 500 S.F. SWLA / 31.4 = 15.92 VERT. FT. ( 16 V.F. ) z cu-31\1 z 2'' _ µs7.>„,. 1 SANITARY SYSTEM DESIGN - OUTFALL #1 3 PROPOSED Z 1 PROPOSED,--v G 41;c.,5',8.,, .9\ZON �` Sw.L.P. 1 Z S.w.L.P. / ` �-®�• \ r -`\ ONE STORY I 0 Co Q io g I ; " : (,,,0..) CONCRETE BLOCK & FRAME SEPTIC TANK: 1 500 GAL DISCHARGE - J ; rBUILDING ' PROVIDE MIN. 1,50('1 GAL SEPTIC TANK - 8'-O" DIA. X 5'-0" LIQUID DEPTH b I •• PROPOSED TASTING ROOM Z ASPHALT FLOORD, 3 I GREASE TRAP: 250 GAL TOTAL FLOW - PROVIDE MIN. 1,500 GREASE TRAP - (1 ) 8'-0" DIA. X 5'-0" LIQUID DEPTH 8 1 D.A.-6 0� GARAGEL. 17.2 •F• fri ASPHALT a I '- GARAGE FLOOR i LEACH POOL: 18 V.F. LEACH POOL - PROVIDE (3) 10'-0" DIA. X 6'-O" E.D. POOL ( OVER DESIGN AS PER APPLICANT ) 3 / z V ; ; �),� .. - EL. 17.9 '��i „s / 1 0 > ?; I PROPOSED ;$ 11415111154.8 '„A,t w SEE SHEET HD-2 FOR ENLARGED PLAN a S.W.L.P. �.o a �1NE � h,�� / ' ` ; a ,,,,,, ; - lll�y yp ��Gr / PROPOSED 1-'W v • i \•t ut - [yy�ir �Q�t / 1 n. ' SOR '1/4<"1°i-�'h p_ • ,--- \ 1°P p O k /LLJ I ,. '` �\ i P T 5-,/�--�`(i 6 I , MIN. �) I 1-46-A 1("o NI \ � - SIM "`I, p,q,_2J PROPOSED >,--. PROPOSED\.1' 4�s. '�;,� / E.P. SYSTEM OUT-FALL.; #2 pPir ,,,DILLA/'''',,,S.W.LP, ,'1 ®%\�` 1�\ 4'S\ PROPOSED S'W.L.P. / 10' X 6' E.P. L.P. \ 1-_1tat 4\ a -S.W.LP "�,, /-\ 10' x s' 10' x 6' \\ ICIrnTI �5�l44&0 � I- ; ��, I L.P. i/ ; `, l / �1 0 \\ D O PROCESSING PLANT 10,400 S.F. F aaE,r 1 21 0' o® WINSTEEL G DRYIELL • 6' i�tGH -? , ?s• I ,0 X s �/ 1\` / __ j� ' ' "'ss. TI BE ABANDONED ®fir �o\ / • I D.P.#8 \ /--� GRAVEL . Q,� 1�NONITORING a ? + Zo L.P. �i,?, / 10 }( 6D,P' 8 ,� ' •, 1 E.P. "__ SEPTIC TANK: 10,400 S.F. © 0.04 GPD/SF = 416- X 2) DAY FLOW = 832 GAL. s9T No.021190 �o 0p#� F OF NES Iwt,.E ''s. 10' X 6' / 10 X 6 • -'-1\_// 10 X 6' • OUT-FALL #2 ' ' 5' O t0'-. Q 1 ' VAL AL VE 1 _� a r I • �'' __ io'x a;'U P �`1 ' D.A.-4 LEACHING FOOLS: 416 GPD / 1.5 GAL. ,F. OF SIDEWAI AI�Eh 277 SWLA OF LEACHING f• c[A " 1 �� SR�OPPSED /�� 'J, ' • /� E.P. / PROPOSED 1 t i'-'\ E.L.P. 1)(3t186• . 8 / /.. r, _- ,. t ', • ti S.T. 6.,, ; 110' x s' I�,o 6' 1 / to x 6 / s.W.LP. 1 277 S.F. SWLA / 31 .4 - 8.8 VERT. I ( 9 V.F. ) 1,200 GAl'� / S.T. ��� / ll'-- -o ' �, o ,........... ONE STORY -- _/ t10 ? 'o. BRICK, STUCCO Ft CONCRETE BLOCK \ -/ 1MW. ;) I BUILDING '�L P GT, 6,000 GAL i PROPOSED BREWERY i) 1 o X10' X 6' 3.000 GAL . VALVE VALVE0 I . j ---` SANITARY SYSTEM DESIGN - OUTFALL #2 C,t� PROCESSING PLANT D.1 -� • 424 • • D.P.NB • L.P. 1� Na 1 uZUD 1\ D.A.-1 _. '� • 10' X 6 1 O 10' X 6' s�-� Be Inspect ci �J co N) 1 ',eq O D.P. 8 1_ \\ • SEPTIC TANK: 832 GAL DISCHARGE - PROVIDE MIN. 1 ,200 GAL SEPTIC TANK - 8'-0" DIA. X 4'-0" LIQUID DEPTH ,,------- ce Water LinEe\s ---,-r-,-, - He --,, '' '-•rl��6 b. .., GARiN,9Q° •`'?o.o L.P. 1D' 6' f)-..,NI / \ \ so' +� f^, ,re 41 H C„��I `"4Q y 5 O O STEEL COVER -- 10' X 6' \ `, 1 \ W 11, LJvrtL Z; \� s •�. STEEL COVER _,� � ,E, y-. , / LEACH POOL: 12 V.F. LEACH POOL - PROVIDE (2) 10'-0" DIA. X 6 -0 E.D. POOL ( OVER DESIGN AS PER APPLICANT'-•) o Atli: , 'pourss D.A'. 3 �a ,xLSTwcSL- / t E.P. N.�"' 0 CaliQ �-�T t r„, b, EpSTING GAS _p TO 6E ta,NDONED • 1 10' X 6' t -ice•' 1 LIJ O 8 0111' is ce,djorAz1, D i fM. } :lie"' 3Sentbat METER -/� " I To ;�ct,e _P- ���-•^""'"'"' _� .r:,,w a E.P. SEE SHEET HD-3 FOR ENLARGED PLAN ..,.-- •woER / d = \.� L.P. 10' X 6' _��• .--- - .. i 'S,%rt-I C I METER L'- 1.c Z 3 1 10' X 6' Pa' ,'� (. C) y = 1�n cRA fet' I 'SE �i 9.�'�LNG AS°"� t N ��1 PROPOSED ? K .0 f 0 ,) J FOR 9G" .���••„c----.--:1-7' •C-368. 5, (0E. vE "t ••• - -'- N s.w.LP.' \ e Ig t ; �• 369.6 EDS °� - SYSTEM OUT-F 3 C ......-••••"•-• A Ll: I 1 �) s �, ) PROPOSED +s.2 �_.- � _ I MONITORING �6• 1 �Rg/U.V --✓ S.W.L.P. n- �4,na ' � ®\,p ' SHOWROOM F1ooR 1 0/q.�S S.WLPD +t6°' _--��-' POT'�'\E . - • \--- 00"0PROCESSING WATER SYSTEM - 3,000 GPD DISCHARGE AS PER OWNER wEuo I ti� 1 '1 t .�- ce. - - HELLO I 1 ASPHALT ? J i ` � +ts 2 ', •...... • - - r Q I i, ,„. I `i __ ''�CWICRETE�Rg 1t+,6• E.ft,,piON J -..i•- -.....-'.....•- = , SEPTIC TANK: 3,000 GAL,/DAY X (2) DAY FLOW6 000 GAL. ' "''\ FlAG �� 46';w " +16 O. s '•- - _ - **NOTE - DISCHARGE IS PRECESS WATER - SEPERATE FROM SANITARY SYSTEM I •°°r ' .....----'s-4-0.590-4' _�. 548:104'-W �=}6.°' - - 25 .-.--......•-•- - - - GREASE TRAP: 3,000 GPD `',I . _ S.R. WI SS.\„ °PE,Ecu68 _ p1......3._,...----•-•'J _ - - RO D 1� S1R���) LEACHING POOLS: 3,000 GPD / 1,5 GAL,/S.F. OF SIDEWALL AREA = 2,000 SWLA OF LEACHING AREA o tqiiiioolll.IW' - GAS • U;! !�A,� - M P`1N F�g�-�C WPTER - - - 2,000 S.F. SWLA / 31 .4 = 63.7 VERT FT. ( 64 V.F. ) Y +155,; ss _ _ _ - .....-•--._•- __ .- SANITARY SYSTEM DESIGN -' OUTFALL #3 it _ • C ,� - N - - -•- SEPTIC TANK: 6,000 GAL DISCHARGE - PROVIDE MIN. 6,000 GAL SEPTIC TANK - (2) 10'-0" DIA. X 6'-0" LIQUID DEPTH Ill 0 z _, I I - - " - - • GREASE TRAP: 3,000 GAL TOTAL FLOW - PROVIDE MIN. 3,0W GAL. GREASE TRAP - (1) 10'-0" DIA. X 6'-0" LIQUID DEPTH a-o 0- _ z • WA,��AptT1-.-••-•- �- p 0 ..................„4.,....1.. - - LEACH POOL: 64 V.F. LEACH POOL - PROVIDE (11 ) 10'-0" DIA. X 6'-0" E.D. POOL ( OVER DESIGN AS PER APPLICANT ) a - m cam- w - U = a 0 - - " - SEE SHEET HD-4 FOR ENLARGED PLAN WaterLine(s) MUST Be Inspected By The Suffolk County Dept. Of Haan Seovices• ° . Cali 852-57>y, 4 8 Hours In Advance, t ' To SCheclirte In^.nw+^#inn/^1 °' J Kt date: TEST HOLE DATA DECEMBER 2011 - D L A \ McDONALD GEOSCIENCE \\I Y "'P Suffolk CountyDepartment of Health Services } c scale: - 5' i • � 11/15/11 Approval for Construction-Other Than Single Family%-1 1" = 20'-0" SCALE 1 " = 301-0" EL. 17.8' DARK BROWN LOAM OL ' Reference No. ci0 . II-Get'l Design Flow �P� drawn 3 y: ALL SITE INFORMATION FROM SURVEY 3Y: - - ' BROWN SILT ML Use(S) ec�__ Se y�c‘ Q % - - 3� '1"llGse plans have been reviewed for general conformance with Suffolk checked PECONIC SURVEYORS, P.C. / BROWN SILTY SAND SMby: County Department of Health Services standards, relating to water (631) 765-5020 FAX (631) 765- 1797 ( - 4 supply and sewage disposal. Regardless of any omissions, c.w,K. S P.0. BOX 909 132CUdisi tenc1L3 or lack oi' detail, construction is required to be in project n O 1230 TRAVELER STREET BROWN AND PALE BROWN FINE TO COARSE SAND SW accordance with the attached permitruce conditions and applicable SSI TE/ standards unless specifically waived by the Department.This approval m SOUTHOLD, N. Y. 11971 ` __ EL. 2,2' - - 15.6' expires 3 Yeas from the approval date,unless exte,d d or renewed. 2ttos4 -wow kN. Y.S. LIC. NO. 49618 AN t WATER IN PALE BROWN FINE TO COARSE SAND SW ��c 2_ ! `� • AC o 1� 23' > / # NOTE: THERE ARE NO PRIVATE WELLS WITHIN Sheet / 150' OF DESIGNED SYSTEMS SCHD APPROVAL THERE ARE NO WETLANDS OR SURFACE WATER I 13 - 1 I El < EY VAP WITHIN 300' OF PROPERTY drawingtitle SCHD REF. NO. 010 - 11 - 0009 SITE DEVELOPMENT P:t: „I, SCIM 1000 / 5 0 ' 14 • g. Pi,: f Trr O 110 , I INV. IN 14.40' L.P. #1 ."— 10' DIA, X 6' DEEP /� \"•••............ f / T.O. CRATE \ \\` // ELEV.-77.9' e� o ' OBOTTOM OFPOOL ' JBOTTOM aF POOL / `,..) N ELEV- 8.40'(1;;) ELEV- 8.40 ` / I.°.�-'� • ...-. �� \` �/ / T.O. CRATE \ INV. OUT / \ / ELEV.-17,9' 14.52 / T.O. CRATE INV, IN / INV. IN 7...E....'...'9 co / ELEV.-17.9' 14.40' O 7 In 1 ELEV- 8.40' / 16.05'\-,........ 15.55OUT Cps I 1 j % BOTTOM OF POOL / %MO INV. IN / 00 '' CO N 15.37 \\\ �\4.40N Z o o %i� /NV. N �'� I w GREASE TRAP _ `� +ti� /! 14.40' r--- (d HOUSE 1,500 GAL. INV. IN INV. IN 15,37 ta.7T `\f��p. /�2.� \ tom•- TRAP INV. our / /-'. 14.52' r SEPTIC TANK INV. IN .....---• • Mfg! \,.' 14 52 OUT <` _ / 1,500 GAL. 14.40 J 1 MIN,' /� \\ 1 r �` t HOUSE D.P. #1 i O _______ �\ • d- d / 12'-0' 114.40N k..../ I TRAP 10' DIA, X 6' DEEP \ / --) TEST HOLE 147 " , X, \ ---'�/ I m z SYSTEM PROFILE L.P. #2 EL. �.8� eg_ --- I 10 DIA, X 6 DEEP e/ l 0 N.T.S. ` J / I i \J x / /INV. OUT i' L.0 (�/ 0- 000 BOTTOM OF POOL /i ;4,87 / I I Y / ELEV- 8.40' i O \ / LLLLLL S I 1 \ o -/ ' / n.-- < ,�-�y N . , up NOTE: ALL HD CAST IRON LOCKING COVERS ` Z N FRAME & COVER CAMBELL FOUNDRY AND SLABS TO BE / 1 ..,....s..„ C.) • 1537N / #1007D OR EQUIIVALENT TRAFFIC BEARING TRAFFIC BEARINGCOVER �tiZ o �l +�ti,�Go. PROPOSED = FLUSH TO GRADE PITCH AWAY FRON S,WL•P• n � / COVER ( / "A 07 1 ' J FlNISHEO GRADE C9" INV. OUT PRECAST ni Q Q 1111111111 /�— .55 COLLAR �' u! I r t 4" THICK REINFORCED — / \ 12,_0„ •�. �� w ASPHALT G.T. i w zo I ' ! /4\ STEEL PRECAST SOLID ,•t•t�'•� CQ AI"Ai 1,500 GAL ' I �, ; la DOME FOR H2O TRAFFIC •�: • • °AI"A p + / LOADING .<1/_g.«i •20j:e 0 POLYETHYLENE SDR 18 \ / r''f �� ,�+ I ;��•'1 moi , CASTING ' INV. IN 7� ''-r � '� I • INLET • .7: t6.05' SOR•'G� 1 MIN. 4" DIA. MINIMUM - �1� I m 6�.. P\� / OR EQUIVALENT IT i �j�. „FLOW LINE _ _ °0_O '■�, MIN. 4 DIA. i I ■—scREw PTIUIY - o Cr: • '---- 1% /// 1 SDR 35 PVC PIPE �' I „ SELF-TAPPING cn t PITCHED 1/8' PER 1'-0" ,fes;► ,. I SDR 35 PVC PIPE 1W ;T•t► �;i!+• ~ OR EQUIVALENT 1' OLE z • _ / I� D A et _ �4 w PITCHED 1 8' PER 1'-0° X Q '--- _ • wVERT r� c� // •�'AE Cys sag/. �� PI / 7 > J HOUSE TRAP 15.83 tl / �5 WILLIgy/� .X 4000 P.S.I. CONC. RINGS 7•y a �!,.•L!� G'I AFTER 28 DAYS AS MANUF. W /��• P.M. �•�" 16 15 IN T 4" DIA. CAST IRON 0 c �' • ` �'� �� BY CARSON PRECAST, INC. : > P r X ill " 40.1 N � r< f. I BACKFILL 3' MIN. 4oi,� w �,•� COLLAR WITH CLEAN •�>> kg �' i ` ONE STORY i' / ISj Q� GRANULAR FILL •,!> w 1Y •L, i —POLYETHYLENE SDR 7B N /�� -9' -Y -Y I c �R U3' B„ CONCRETE BLOCK & FRAME • 11. 1 �` i_ Bli:l_DING N \F OF rc`N ��� iNM �. ••kms I PROPOSED TASTING ROOM •l•� ! �•� A cr. •1•�l p N '� t, •ia" SDR 3S PIPE FLOOR EL. 17.9' [r�. WITH "BUTERFLY VALVE" I X 7 gii BOTTOM OF POOL ELEV. - 8.87''10 � o 24.7' o 1, ;1 HIGHEST ESTIMATED GROUND N 6' MIN. PENITRA'TION ' - WATER ELEVATION - 3.2' INTO VIRGIN STRATA 1 + LA OR SAND & GRAVEL ip r - 10'-0" DIA. j -.. - GROUND WATER ELEVATION - 2.2' II a 0 w SANITARY DISTRIBUTION POOL DETAIL \ LA : NG - _ � � A \ �' NOT TO SCALE VALVE BOX DETAIL o � N NOT TO SCALE SCALE 1 " = 1O'—O" Q, 05 0 U Q • • M NOTE: ALL HD CAST IRON LOCKING COVERS NOTE ALL HD CAST IRON LOCKING COVERS I FRAME & COVER CAMBELL FOUNDRY AND SLABS TO BE AND SLABS TO BE #1007D OR EQUIVALENT PITCH AWAY FRON TRAFFIC BEARING TRAFFIC BEARING FLUSH TO GRADE FINISHED GRADE covER GRADE EL. 178' Ci U S ,'X PRECAST al Q— SO Q HD CAST IRON LOCKING COVERS, CAMBELL FOUNDRY HD CAST IRON LOCKING COVERS, CAMBELL FOUNDRY Ow OJ COLLAR s. N. #10070 OR EQUIVALENT #1007D OR EQUIVALENT ` FINISHED GRADE ' � S FINISHED GRADE Q cr "� 4" THICK REINFORCED oo•• $ 12,_0„ •��•oa■ w 7� I( w } CONC, PRECAST SOLID •, •�!�•L 1 C .r•- ,� w � zo DOME FOR H2O TRAFFIC •! •,��! ���;+� � o PRECAST X x " PRECAST x x 0 o ----- LOADING 'r•�t•!f•5' 4411 f" o " Q Q " 8 TRAFFIC BEARING SLAB �? Q ++ 8" TRAFFIC BEARING SLAB v i�!*i •• moi!!• COLLAR / 24 / N ` 24 / / COLLAR 24 / ctl .. / 24 / 0 EL oc� Z MIN. 4" DIA. �' ���T, N N / Cr p C O o SDR 35 PVC I t�• zo" MIN. •° ;,\ e• * - �" MIN. 8" MIN. INLET 1 • I •° °- 11 PIPE OR EQUIVALENT ���L' ���iINLET •° " 8" MIN. 11 . n ° --' U CL = r— W O PITCHED 1/87 FT. 46)P' /•S: ' _ _ ��� I- MIN. 4" DIA. ... F wL.,!......... co T TN v w �I eV- f**I' LO e •� _OUTLET 6 OUTLET MIN. 4 DIA. � FLOW LINE — _ _ _ _ �- —� O 1 O ; . • t- �1i.! •�*•L �����••L w SDR 35 PVC - - SDR 35 PVC PIPE MIN, 6" DIA, CL IC MIN, 4" DIA. 4000 P.S.I. CONC. RINGS •u';` _ 040! m PIPE OR EQUIVALENT SDR 35 PVC PIPE PIPE OR EQUIVALENT SDR 35 PVC PIPE �I� l� _ = OR EQUIVALENT l '� ��� AFTER 28 DAYS AS MANUF. 1- ��•lp PITCHED 1/4 / FT. • �-- z • OR EQUIVALENT PITCHED 1/4"/ FT. BY CARSON PRECAST, INC. �� � A ��'� x '— PITCHED 1/8' PER 1'—O" a " '�.�•J!I �•..• Q • w / W PITCHED 1/8' PER 1 —0 11, �: ' a . o odate: BACKFILL 3' MIN. .34. > 41('•1 1 o L' 10 COLLAR WITH CLEAN ?�! 1- '! u0 •411v* '•�+ BAFFLE DECEMBER 2011 y 4` scale: GRANULAR FILL �. Li .�� (LI WALL 4 0 TANK TO BE MONOLITF'i„ o TANK TO BE MONOLITHIC Suffolk Count DepartmentofHealthServices PkciC �T •i i J • • POURED CONC. J POURED CONC. Approval for Construction-Other Than Single z/� AS NOTED !�" w ' ' > o r Si g' y 04' NAt Inz Feference No. C I©- 11- Q0a9 Design Flow 4 1i drawn by: R.I.ot•it 4" MIN. Uses) � (/ � _ _ tqa •1•• ""• These plans have been reviewed for sr_eral conformance wit11 Suffolk c h e c e c b •0 '•`' a 4 Count De artlnent f C Q y Y P o Health Services standards, relating to water •, �•� supply andal sewage disposal, regardless of any omissions, C.W.K. ',°' ` BOTTOM OF POOL ELEV. - 8.40' �1 ell 8'-O" DIAMETER inconsistencies or lack of detail, construction is required to be in o Z 8'-0" DIAMETER accordance with the attached permit conditions and applicable project n o: r t HIGHEST ESTIMATED GROUND ! WATER ELEVATION - 3.2' p 6' MIN. PENITRATION o _..._, .._.._.._.._.._.._.._.._.._.._. _.._.._1._., x _ standards,unlessspecificailywaivedbytheDepartment.Thisapproval INTO VIRGIN STRATA I `" SEPTIC TANK DETAIL GREASE TRAP DETAIL IN SAND & GRAVEL ID + ++ — - ;' - ' — GROUND WATER ELEVATION - 2.2' expires years from the approval date,unless a to ded or renewed, 211064 , 10 —0 DIA. .7, 1I/ z 4/a - - ` NOT TO ' SCALE NOT TO SCALE Approval Date Reviewer dig ° I'' SANITARY LEACHING POOL DETAIL 1 , 500 GAL TAN < 1 , 500 GAL TAN < sheet # SCHD APPROVAL I 3 _ 2 ; NOT TO SCALE SCHD REF. NO. co1 — 11 — 0009 drawing tit e OUTFALL $1 r p, tor SCV 1000 / 5 01 1 / \ cA 0 a .1,.)„ \ — PROPOSED S.W.L.P. I . 1 ) 'x ,> 1 O STEEL COVER 6 EXISTING DRYWELL '%P1�CH `�`- -14 / TO BE ABANDONED / J) g /13.90 • LP. #110' DIA. X 6' DEEP // E\o \; T , OUT- FA2. 1 .,/ INV, I .P. #1 --\ o• �1N.0' DIA. X 6' DEEP ,v % ---- CO �j''0' 1 BOTTOM OF POOL / ' 1 CO CN i illif ��,. NV. INS ELEV- 7,80' W INV. OUT 13.90' \\ / INVERT O ;O ... .. BOTTOM OF POOL 14.61 �� INV. IN _ e''0 M N �� �\ C_. \ ; _ !N. / \ tom— �. ELEV- 7.90' 14.5" ` \ e, 29-0= —— __ \ E.P. #1 ^. 4" DIA. CAST IRON / INV.1WT\\\ o.\ ---__ I_ 10' DIA. X 6' DEEP V .— O LS.T. "f" 13.72N; 1 1,200 GAL \\ / _L `— 1� INV, IN ...T.07;;;\ 9 13.85'/ ELEV.-17.3' 1 ONE STORY 1 O G.T. O W V-• BRICK, STUCCO & CONCRETE BLOCK INV, OUT -� BUILDING ' 1```OTTOM of POOL /10' DIA. X 6' DEEP O 3,000 GAL z INV. IN 14.01Q INV. IN PROPOSED BREWERY ELEV - 7.85' 1x.51' 13.85' PROCESSING PLANT 0.2 I ' V HOUSE ------- 14.51' -- t O OLC7C7 TRAP _ GARAGE FLOOR --------- TRAP SEPTIC TANK EL. 16.9' ---- — --- I �- 1,200 GAL. ,� INVEf�T �` L.P. #2 16.40 00"--- I CC (N CN I 10' DIA. X 6' DEEP OUTFALL #3 STEEL COVER LO TING LP. HOUSE TRAP x>>Q TO BESABANDONED Z 4" DIA. CAST IRON I. 1 BOTTOM 7 OF ` STEELCOVERCOVER M , 1 EXISTING S.T. EXISTING GAS 1, TO BE ABANDONED SYSTEM PROFILE I` N.T.S. ii 1 % 15 1 / / , ,E •Rc 11 _,c�5 oLLIA y,_ / c* lIIIIMMER !1 I !1 �qT No.021190 -k 1 ' ` F OF NES 1 ;1 -- ul 1 1 0 T z _CD Li 1 vi i. w a. a w o w cc E \ LACID DLA \ N " = 10'-0" I NOTE: ALL HD CAST IRON LOCKING COVERSo Q SCALE 1 17 - i FRAME Sc COVER CAMBELL FOUNDRY AND SLABS TO BE ill #1007D OR EQUIVALENT •• FLUSH TO GRADE PITCH AWAY FRON TRAFFIC BEARING COVER FINISHED GRADE 1 / GRADE EL. 17.4' v /I ///////I •v \ C_� PRECAST N Q Q HD CAST IRON LOCKING COVERS, CAMBELL FOUNDRY _ p COLLAR - ��� #1007D OR EQUIVALENT '— U 4" THICK REINFORCED I ��• FINISHED GRADE CONC. PRECAST SOLID o •-• QQ�S 1 2-0 1 �.!-aq . w Q� It 9� a� o .>•• a �.� DOME FOR H2O TRAFFIC ceifrofIB PRECAST x LOADING •:art;:moi= '�, 24 N Q 24 L i •—� 8" TRAFFIC BEARING SLAB 0 w }' N ��ii!• COLLAR , f / o o MIN. 4" DIA. �•.- `� p w ' o SDR 35 PVC �' ��--TT• - O �%SI .' 20� MIN. .. 4 ' `.° 20'MIN. 1 8" MIN. a U ~ H PIPE OR EQUIVALENT �I ,����f�;; i INLET I - a `• __,, o o a rte_ z PITCHED 1/8"/ FT, "' i410, �' Rz ,�i� , MIN. 4 DIA. FLOW LINE 4 OUTLET a m '� "•! - `!� w SDR 35 PVC •. -� MIN. 4" DIA. o i i o •www!•k it cc. • 4000 P.S.I. CONC. RINGS O!� �41PIPE OR EQUIVALENT SDR 35 PVC PIPE 3 AFTER 28 DAYS AS MANUF. ! '' X PITCHED 1/4"/ FT. �—= _ OR EQUIVALENT BY CARSON PRECAST, INC. •�''� ' w �•1'rit, Q �, raw, g - a PITCHED 1/8' PER -0" 1-441 Of . w BACKFILL 3' MIN. ? > oI COLLAR WITH CLEAN ! si . E�d� I g GRANULAR FILL :15. W �i1. • BAFFLE date: .r ,�„ WALL ° a • TANK TO BE MONLITHIC DECEMBER 2011 \ ,i. W N x • POURED CONC. �!; •�� • I z Suffolk County Departmentof Health Services ' ge, scale: �� ;os. � a1 of Approval for Construction-Other Than Single Family 3•�`f AS NOTED t Design rlovi .g, iiit$... �... ° Reference No, c to ( -v0D C drawn b Y� iNit •�:•} BOTTOM OF POOL ELEV. - 7.85' �;• ` Use(s) r1('- ed Os& Thee plans have been reviewed for general conformance with Suffolk checked b y: o z 8'-0" DIAMETER County Department artment of Health Services standards, relating to water 1 HEGW ELEVATION - 3.2' supply and sewage disposal. Regardless of any omissions, M inconsistencies or lack of detail, construction is required to be in 6' MIN. PENITRATION C.W,K• accordance with the attached permit conditions and applicable project INTO VIRGIN STRATA 1 N no: OR SAND & GRAVEL 1 �� — - �'- - — GW ELEVATION - 2.2' SEPTIC TANK DETAIL standards,unless specifically waived by the Department.This approval C° 10 -0 DIA. I / expires years from the royal date, 211064 - pp unless extended or renewed. `-- - - -------- NOT TO SCALEq z.6 r 7.-- /-/-,s-i'' �- ,,_ :, SANITARY LEACHING POOL DETAIL 1 , 200 GAL TANK A Pro al Date RevieweriFE 'le ' sheet # NOT TO SCALE SCHD APPROVAL H SCHD REF. NO. C10 - 11 - 0009 drawing tit e OUTFALL #2 Vii' 'fi 1•I I II1� SCTV 1 000 / 5 01 14 • 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I I _ 6 17 ISSUES/REVISIONS SEE �� .Jl__L F F DRAWING F RAIN ` PROVIDEown f0K CONTINU�� AT OM . A7 �� Irma 744 1:,) NEW 6"TH. REINFORCED te•1 74- CONCRETE SLAB GRADE LEVEL Lir ii. ON 6"COMPACTED SAND. a" d PROVIDE CONTINUOUS FOOTING AND FOUNDATION WALL TO MIN. 3'-0"BELOW PROCESS • GRADE ON UNDISTURBED SOIL. WASTE WATER 1+1 "tl _____ j J ____\__ iml 5, _\.) NOTE: REMOVE EXISTING MANSARD PM ROOF , SOFFIT etc., REPAIR 5'-0" 28' 0" / I STRUCTURE A5 NECESSARY. REVERSE SWING OF 0 p m ca EXISTING DOOR. t- X o REMOVE ALL 'TING c` • i i e m `� • 140 HEATING A i AUXI •RY • - r. 2 STAND C010 EQUIPM1--- 1 ,.... ISI • L.] PIPE Jver H HANDRAIL 62x93 ry ONEW VENT STACK R4LLUP'DOOR I p) C 1 I E M ( CAL 62x93 C FE 106x48 S=43 S=43 120W x; 133H 5=40.5 I 188.5 r A F I MILL 123 TO TOP OF �C r�., S I O RAG PREPARE OPENING DOOR, 04 0 TRANSOM WINDOWS o TRAP IN 30X NECESSARY. N . Z ENEW XHAUST THIS AREA 15 NOT __�_='//i %/////////////,�///////////, ��2"ST.STL.@N §i X ; GRIST ROOM . SVENT TACK I — OPEN TO THE PUBLIC. • CLG. • KEG m ,. i N m \\ REMOVE WALLS AS I TILE REDUCING I PROVIDE NEW CONCRETE PAD Emu' • WASH / SHOWN. PATCH TO EXHAUST FAN STRIP.(TYP) FLUSH WITH TILE IN THIS AREA, ,.0 TROWEL FINISH WI MATCH (EXPLOSION PROOF). r REMOVE EXISTING SUSPEND D CEILING AND GRID WORK.. N AREA C ,PAMOVWA L TRO \ 1A1011 MATCH EXISTING. ‘10,..‘ SINKop I STORAGE CLOSET PA \ \ \ \ \ r....4 � JAN. 30, 2013 REMOVE WINDOW �`% REMOVE WINDOW .. REMOVE EXISTING EQUIPMENT AND CONCRETE SLAB. • I PATCH WALL AS f�1 - PR • //I '/// / PATCH WALL A5 ill Im1 • REIONFOf LED VIDE 6"COMPACTED SLABD AND NEW 6"TH. N _I EXISTING.O MATCH NEC. • TO MATCH TO�R;NGN��NG !:?'in I f° VW DEC.04, 2012 - - SLOPE ALL SLABS TO DRAIN. N CONNECTOR OUT�(W NG �\PR) , MASH TUN\ E0 C� JUNE 12, 2012 ALIGN I-- -I 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 I I I I 11 I I I I I I I I I I I I 1 I I 1 I I I 1 I i I I I I I I I i I I I I I I I F I II I I I I I I I I I I I I I I I I I I I I I I I I DUMMYKNOBS 'oiREINNNS ME. 7CIVAISEIMEI • • I– JBALL CATCHES. ,(o Ilit 6"TRENCH DRAIN WITH REMOVABLE COVERS. I N PROVIDE 6"TRENCH DRAIN WITH REMOVABLE COVERS. TILE REDUCING • • NEW CORRIDOR. \ ^ ©201 2 CLEANOUTS AS ' STRIP.(TYP) rteR ALL RIGHTS RESERVED N NECESSARY. a FE \ \\\\\\ \\\\ _ 6066 4 HR. Y/////1 �j Z'_0�� •• F.P.S.C. STEEL �„ / THESE PLANS ARE AN INSTRUMENT OF THIS AREA I NOT OPEN TO THE PUBLIC. O LAVATORY: STANDARD N • DOORS *FRAME. I SIDE PROVOF STUDS IDE i ALL WALLS INg FIRE OTDHIS ROOM AS PER �� PROVIDE SIGN: "EMPLO ES ros SERVICE AND ARE THE PROPERTY OF. 6 I x49 AMERICAN / /01 THE ARCHITECT. INFRINGEMENTS WILL FE WALL MTD. SINK N I BCNYS TABLE 720.1 (2) UL 220 ONLY BEYOND THIS P INT'. M BE PROSECUTED. \ S=52 \ DETAIL I4 I .3 ... 01 24.024 • PROVIDE VENT IN NI . 2O TOILET: • DOORS AS �;v • AMERICAN STANDARD \ CADET FLOWISE RIGHT REQUIRED BY r +it PRESSURE ASSISTED BOILER 'v. HEIGHT ELONGATED MANUFACTURE. NEW BOILERS'o'-0"1-IT. KETTLE\ TOILET 2467.100 N 3O SHOWER: . I PROVIDE OPENING FOR BREWING • RELIANT3 1385.507 N REMOVE WINDOW PATCH 10'-4" PRE-FAB. ST. STL. INSULATED PLATFORM FLOWISE SHOWER ONLY WALL A5 INDICATED. �' I FLUE IN EXISTING R OF SEE / °C TRIM KIT RI 20 PRESSURE I 1i DETAIL 5-A7. - r • O co BALANCE ROUGH VALVE _ �/ FLOOR DRAIN-4° 0 oX BODY. \ �� I- I (----:„.--- a_ o OSINKS (2 EA.): ' PROVIDE CERAMIC �; /////////////////////J//Z/////// L Mel ELKAY LRAD2521651 I T4LE FLOORING ON • 0 EXISTING VENT STACK l' O in - STAINLESS STEEL, WITH TH SET OVER HANDICAP w SELF-LEVELING 3068 ELKAY FAUCET r- 1 SHOWER O r j LK535GN08T6 UNDERLAYdy1ENT. ' PRIVACY LOCK CLEAR o PM DRAIN ADA)SELF CLOSING I (L, SPACE �L PROVIDE PORITABLE WHIRLPOO 1 FLOOR j TYPE 2A FIRERS 0 IV > REMOVABLE SECTIONAL N / I CLEAR I 2 w I- 7 T -1 +I O , Q EXTINGUISHE"I���"` IN "-' ~ !RETO MATCH D EOSTING PATCH WALL I. I SPACE \ CABINET INS LLED O Nemo - r I �J ( � JJ J (REMOVE DROP CEILING A► ALUMINUM PIPE RAILING. I \ H AS PER FIRE CODE ,L, INCLUD NG TILES, r r C H L _ _ _ - r �l �C OF NYS (TYP)I co HANGERS, AND GRID I< r CLIENT/OWNER J jTHIS 5 AREA). yy- . a • E r 5 STAND PIPE--,--------)j - RISER. �I- _ _ _ _ �"� w ' • t i j UP TO CLG. 2"ST.51 . 4: T 4. _ LL RECESS NEW 6"TH. REINFORCED POURED CONCRETE SLAB AT 30" BELOW SURROUNDING SLAB.tu LADDER.-----_,„.._.. �`- 34" H.COUNTERTOPPLASTIC LAM. - iiiW1 _ GREENPORT HARBOR • �o ( 34" H. PLASTIC LAM. W. z COUNTERTOP W. REMOVEABLE CABINETS _ �: BREWING COMPANY SLOPE SLAB TO DRAI BELOOWEABLE Cl 1 S BELOW lor O _ U TUN MAIN ROAD (5.R. 25) D ' /// _ I SOUTHOLD, NEW YORK [� cn rte, i tnU1 ir, KITCHEN TTE LAB. \ a o DELIVERY/ SHIPPING OFFICE -, I oma~cd LOSE OPENING PATCH 0 WALL TO MATCH EXISTING. arl 1 O� z� Pm p � JHa_ ��TILE REDUCING 1' 2flST.5TL. _ Ix PO CJ SUMP I NEW STRIP.(fYP) STAND E11101 • H w I • \� /`_CATCH VENT "' — - PROJECT TITLE • • \ I BASIN. STACK - • COUNTER TOP 4311 CLG=B I C �I TRENCH DRAIN WITH REMOVABLE COVERS. V I I ►� STAIRCA- TEFL 2.. (REMOVABL. •____ RENOVATIONS C — M► ST.STL. OVER CATCH _ HOT LIQUOR AND ADDITIONS Q I UP BASIN. - 2"ST.STL.@ CLG. POOL IWO A. Imill: 0 LD crl � BREWERS OFFICE STILE REDUCING DRAWING TITLE II 111 J • Nom°ti" 1 -0 '—' um FIRST FLOOR PLAN / SOUTH . o u N• N ° 1, 111° x�I- Mel WITH PLUMBING N cn O I - REMOVE FLOORIN RELOCATE ELECTRICAL 4'-0" 40'-0" IRO BACK TO SLAB. Ilml PANEL TO THIS LOCATION.-�,� lI I_ J I nC•I•P. Y I — R 70x47 'r°- - - - - - - �'- - - - -D- -� - - - - - -- - - - - -- - -- - - - -o J -- - - - - o- - -- - - o f lOTHERS.SYSTEM B ON THIN SET OVEP SELF-LEVELINGLOOKNG ~ DATE SCALE v PROVIDE CERAMIC TIL L Q I - /9M 5=41.5 - ? o J 99.5x45 UNDERLAYMENT_ 4"# JAN. 30, 2013 AS NOTED REMOVE AND RELOCATE Co 124.5x67re ELECTRICAL PANEL. 125.5)(67 5=61 IL-1 5=42 5=61 N ROLLUP DOOR. / __ ISSUE 10.5 TO SOFFIT � . 144W x 131,H I _ d JAN. 3 I, 2013 • ,Q HOSE BIBB (EXISTING DRAWING NO. TO REMAIN). /� te: . \RPZ VALVE REVERSE SWING OF ` / IN GROUND EXISTING DOOR. t.„,_.: NOTE: REMOVE EXISTING MANSARD ROOF, SOEF(T etc.,„ i`_ FIRST FLOOR PLAN / SOUTHC I I ', ..7 : -: ` ' ' PO DOOR VAULT BY ill IIEXISTING EXCEPT AS NOTED = orHEREPAIR STRUCTURE AS NECESSARY.SCALE: I/4” I'-0° i..-.�" .-�". . ..."' }XISI I; !.yl l' ,3 a w!''l PA A :)tn imi 1~:V.-_!,r C7!7"gi,4,,t,p " ',14. .m" 4 ' AftImpf ;.._: ,, .ffr, \ir--, REF. NO. pi% r GG='r' p ✓, -i'I !Tr) r.,' , I 2 3 4 5 G 7 8 9 IO II 12 13 14 15 IG 17 ISSUES/REVISIONS • ^Z MT !` Ask PhASE II . ;` K B it.. A5 •rr SUBJECT TO APPROVAL BYPomi ZONING BOARD OF APPEALS . New • IIII "till . Ash ... J ,..,• FLOOR DRAIN n FLOOR DRAIN M nPOAsk TO oul Viiv room DRYWELL. NOTE: RECESSED LOADING AREA TO BE PHASE III. PM N PROVIDE GUARDRAIL.-\ PROCESS • 0 WASTE WATER - Os) • wilmil V 1•01 C w TRENCH DRAIN WITH -, 15'-0" , I V tek TRAFFIC COVER. - - JAN. 30, 2013 \�- ' / 1 A5 JAN. 10, 2013 • SEE DETAIL 4 • rN A7 oho / C DEC,04, 201 2 G ,.. TRUCK LENGTH 55'-0" -- BUMPERS (lYP). �" -- �� / JUNE 12, 2012 'FRAME FOR FUTURE COLD ROOM ( • • _ GARAGE DOOR. • - / ©2012 • - G / ' • r ALL RIGHTS RESERVED NEW PAVING SLOPE DOWN 6%. - NEW PAVING SLOPE DOWN 01 FT.. FLOOR DRAIN �� THESE PLANS ARE AN INSTRUMENT OF SLOPE DOWN. SERVICE AND ARE THE PROPERTY OF ow- "� /h THE ARCHITECT. INFRINGEMENTS WILL -- FLOOR DRAIN IPPA BE PROSECUTED. C -- LOADING DOCK PROVIDE I!r f LO A D I G DOCK CLEANOUTS AS A7 I NECESSARY. ^j C O NEW 6"TH. REINFORCED • v CONCRETE SLAB GRADE ON 6"COMPACTED SAN • 14 - 5'-0" / PROVIDE FOOTING ANDCONTINUOUS FOUNDAT r WALL TO MIN. 3'-0" BELC _ NEW CONCRETE -\-- GRADE ON UNDISTURBEI ^ STAIRS PART OF � }El ` w NEW CONCRETE RETAINING - PHASE III. "1? HANDRR�IL f WALL WITH GUARDRAIL. - Co DN C r , �I inI 1x49 O II \ .... r N FE 6 • 61x49 I VW • 5=54 S=54 I I I NEW GARAGE DOOR.. ;n 5' 0" oft s°r I I I 0 m / ritIC CLIENT/OWNER f 0 II r J / REMOVE ALL TING cin � ----J i-----/ y_ t HEATING A i AUX' ••RY REMOVE EXISTING EQUIPM r• 2"STAND r IR -'` X • ENCLOSURE. HANDRAIL) \ PIPE GREENPORT HARBOR rill "' CHEMICAL 62x93 BREWING COMPANY STORAGE 5=43 MN MAIN ROAD (S.R. 25) D immi , 0� / STORAGE . /NEW 2668 DOOR,z i3C , �' SOUTHOLD, NEW YORK kr) co PREPARE OPENING AS TRAP IN BOX N. ral NECESSARY. M� REPLACE EXISTING I—II -//// '////////////////////////// 2"STS-—r CLG. 00111 SKYLIGHT. REMOVE EXISTING ri M IIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIII111rIIIIIIIIIIIIIIIIIIIIIIII BLOCK WALL PATCH r SLAB AS NECESSARY. Pia I1 6"TRENCH DRAIN WITH REMOVABLE COVERS. -, PROJECT TITLE BOTTLINGp REMOVE EXISTING SUSP ND D CEILING AN so - rail SLOPE ALL SLABS TO DRAIN. II ZQQ C0 REMOVE EXISTING EQUI ME T AND CONCR ew RENOVATIONS INCOMPACTED DAND NEW E rip REINFORCED CONCRETE SLAg • AND ADDITIONS Q O - r 1 J cn `n `n SLOPE ALL SLABS TO DRAIN. `i 0111 (3' m- z - l_ ---1II � IIII111111111IIII1111IIIII1111I 1111111 M I L II L J in DRAWING TITLE - IICD u C"TRENCH DRAIN WITH REMOVABLE C ENO r Emil FIRST FLOOR PLAN / NORTH • imi WITH PLUMBING This AREA Ii NOT OF , 1 ROLLUP DOOR ROLLUP DOOR H• •C •• ROLLUP DOOR ROLLUP DOOR SLIDING GLASS FE 6 I x49 R I20 x 109H I20 x 109H I20 x l 09H 120W x 10911 \ — S=52 U • _� �_ �. ' SEE DRAWING Al I DATE JAN. 30, 2013 SCALE AS NOTED C NOTE: NEW MECHANICAL I ‘f4PI _ ISSUE TO BE LOCATED ON ROOF. FOR CONTINUATION . �► JAN. 31, 2013 FIRST FLOOR PLAN / NORTh (1) AI w ill DRAWING NO. EXISTING EXCEPT AS NOTED SCALE: 1/4" = 1'-0" I "'1- PAIlliI • O = _.._ " Merl ,"'A_,0. i_,',+.,.: �' . r I: ._. ... _:... `f REF. NO. nI N 7/ Y O \\14';' CONCRETOE BLOCNE K & FRAME /9, N BUILDING 1 INV. IN INV. IN ' PROPOSED TASTING ROOM 12.80' 12.Bo' D.A.-3 L.P. #6 INV. UT O +o'Dm x•'DEEP L.P. 6'DEEP 12.88 4 - CUT -- A 3 `MOipo INV. 2 88UT BOTTOM OF POOL �' co, BOTTOM OF POOL ` ELEV- 6.80' / ELEV 6.80' 1**** INV. OUT \....„, ' GARAGE FLOOR 1116 12.88' INV. IN INV. IN /13.13' 13.13' ` VALVE INV. IN EL. 17.9' 1z.eo' VALVE D.P. #5 . X J D.P. #2 70'dA,X 6'DEEP 10'DIA.x B.DEEP \.�. • 6 4.8' ,,- S' L.P. #3 \ 111 10'dA.%6'DEE� \\. w . •u.0 CONC. 13.2 BOTTOM OF POOL INV. INT CONCRETE / ELEV - 6.80' 13.25 INV. IN \ INV. QUT CO ` CONCRETE '5,/,), \ �- 13.50' 13.25 VALVE 0 7' ,` ���' .�, ��\olocl" �G \\• 7 Do Ln INV. QU Cs 1 4• \ .-_y� /�',`,�c \\ 13.25 NV. OUT ",s" �' D.P. p1 �` 12.88' O S-. JS ,'� \1 I CN E e / e ; e X10'dF',x 6'DEEP ` INV. IN _� ` PiT ,.�-.````_ /�""..--------••••,....� / 100 13.13' \\ ! / \� VALVE INV. IN -.� , CO e eN534UT INV. IN �\ 113.87'OUT D.P. #7 12.a0' +,,`` �_ `_` ; I� /�� 14.37' O. 10'DIA X•'DEEP �`\6• 20,-0- D.P. D-0• I v DOUBLE DNIT SEPflC TANK INV, ` � �� L•P• 18 �\ ` I MIN. I r l /-'1 15.03' •.000 GAL 13.131 `10'aA x•'DEEP ```0� .`` r U t-- • CREASE TR/ ��..� BOTTOM of Pool '����$` PROPOSED j lsoo cu. ELEV- 6.80' 1288 UT ONE STORY �'�� S.W.L.P. F BRICK, STUCCO & CONCRETE BLOCK �? ' SYSTEM PROFILE `� �� D.P. #9 BUILDING / EXP POOL - X Q N.T.S. ,D'dA.x•'DEEP PROPOSED BREWERY \ PROPOSED x / 10' DIA. X 6' DEEP D(P POOL 10' DIA. 6' DEEP _ (y 0 PROCESSING PLANT \ S_.W.L•P. ��// 10' DIA. X 6' DEEP m LJJ z OINV. IN 1� INV.oN GARAGE FLOOR \}��,- `��'`,` 1 // f'� l \\ �,- BOTTOM Of POOL - 12.ao' EL. 16.9 ; , / 1 , \ ELEV 6.80' (.0 0 (� \,.., �,/ f 1x>> L.P. #4 11 -' r i 1 0 WeL pR 35 -r'''; 'J' 10' DIP; X 6' DEEP \ i I �_i I INV. IN O 6' S'p SCH �`� r INV. z 8o'N r' \\ / 1z.90' rr < LP. #10 1°�0 N. a \ INV. Its / L.P. #/1 -- I BOTTOM OF POOL N to'd .X•'DEEP /- `, \ 12.80' + L1 'o'Ow,x a'DEEP \ r ELEV- 7.90' 3 - \ / t `` / BOTTOM OF POOL C� 4' r 00 ? o fP\\ 4r 0- 2 N BOTTOM OF POOL ELEV - 6.80' 0 8,` ��\ (b '�. O ELEV- 6.80' 60. INV. IN �+ , ,� \ CO z N �j�o. /// 12.80' 12 8V. QUT \ INV. QUT / \\� /� 8'. #2 1z.as 9,-0' _ Ii"z.8o"i�; I EXP POOL 1 7 .6 �' o- zeaOUT ® i 10' DIA. X 6' DEEP U CAST IRON COVER X 0 U T- FALL ' ' 10PDIA, X 6' DEEP \ NOTE: ALL HD CAST IRON LOCKING COVERS , 0g'-0" \ / TRAFFIC BEARING REFER TO SHEET HD-3 FOR DETAIL , / FRAME & COVER CAMBELL FOUNDRY AND SLABS TO BE / /� �\ L.P, #3 $'O INV.313" MIN. \�,_,�� 10' DIA. X 6' DEEP INV. (N #1007D OR EQUIVALENT PITCH AWAY FRO" TRAFFIC BEARING // �\ ' �' VALVE FLUSH TO GRADE FINISHED GRADE covER / INV. 2 88; T 13J3 O. D.P. #5 \\ I ii I 0 11 ,o' . �fti • 10' DIA. X 6' DEEP Z\, PRECAST a > N /' \ •\ - ---\\\ / ' " ----- 1280 VALVE rf�, INv. ()UT�~ D +� COLLAR II \\ "1---- -- / 4" THICK REINFORCED I I •: I \O I \� ,-i' 13.254 i� STEEL PRECAST SOLID ,..j•i a 12'-O" I ^^������ w ' POLYETHYLENE SOR 1B O \ �� ---_ --� J� A,•1!.• `-'`$•l•••fes? \ / ___ BOTTOM OF POOL / \\\ .il I. .If DOME FOR H2O TRAFFIC !AAA O��r � I CASTING �\ ELEV- 6.80' INV. QUT / LOADING �_ z; t :ep o \\\_ \ --'N ---_ \ 13.25 T.O. CRATE j \ ■ • moi- \ ELEV.-17.0' / / \ • • `':�` 'r''' ` 0 D.P. #1 , ,`; EXP, POOL INLET " •I� til;; SELF-TAPPING \ \ I INV. IN MIN. 4 DIA. FLOW LINE b OUTLET \\ M N. �.. / C� 'y/ "1 I o ►� SCREW \ \- 1 13.50' \ Ep AR SDR 35 PVC PIPE 41..- 41,--1 -•• - -••-.- \ 10 DIA. X 6 DEEP INV. IN / 10 DIA. X 6 DEEP (� C OR EQUIVALENT � ► i MIN. 4 DIA. ,o t2ao N...,____,'/ 5 ILLIgM �� •T•�. co !�; \ $ �0' i V Q J fl Qi���' / V ,�`� fG C) PITCHED 1/8' PER 1'-0" 'Aft co *A 2 SDR 35 PVC PIPE \\ INV NT 13.25 �6' //' _ fr • s �- EIVADOUBLE POOL S.T. ' % �� ALVE A \ � I f _ ,.;� w PITCHED 1/8' PER 1'-0" 4000 P.S.I. CONC. RINGS w '• ,n: I \I G T 6 000 GAL �� . ,� >jti M INV, IN s� ..... 4,460....„,„,,,, Q F- �R 1=) / 1 , i X ti a \, • Grp akilor Y ARSON PRECAST INC. 'i w X \ 0 3,000 GAL �� ' o 13.13' 8_ 9T Na 021190 y AFTER 28 DAYS AS MANUF. • ,, u,. I 1 �� •0' . -. O .� ► 1.-3 �•!. I \ / MIN. OINV. Qu �r BACKFILL 3' MIN. •1!�� Q• POLYETHYLENE SDR 18 / S•0' O • COLLAR WITH CLEAN ��� I BASE ' \� _ INV. QUT 2 0 13.87 VALVE D.P. #7 ,z.88 1 1��-__.�%�11 GRANULAR FILL Alliw r�� I i 0 0 8"-0� 0 O �/` INV. IN ■ •n' ; �� ill - MIN. INV, OUTX INV, IN ille �- INV, IN 12.80' L.P. #8 --� • ogi °, 5'-0" •.. 0 �� 14.3T 8'-O' 13.13 1 CU _ 14.53' 10' DIA. X 6' DEEP o _ INV. IN3 BOTTOM OF POOL >1 = _ MIN. 1 AM 1 ,,. �i,rt _ "� 15.03' INV. IN INV. NO 10' #� c:11 Z O ELEV- 6.80' U } \ �} 4" SDR 35 PIPE -_-_� 12.80' 12.88 DIA. X 6' may' �� WITH "BUTERFLY VALVE" 44'-0-�•���� �� INVERT O D.P. 711 7 • 1 8'-0" 0 DEEP vi cc J!i* G'3,.�11 15.91 �_ BOTTOM OF POOL ELEV. - 6.8' e ` OUTFALL #3 0---)( STEEL COVER INV.8QUT 11 ` ` _ ` ,` BOTTOM OF POOL ELEV- 6.80 w + EXISTING L.P. / INV. INS\ 10 O o Z HOUSE TRAP \ / 12.60' U 1 I - 4 DIA. CAST IRON O 0 DIA. DEEP \ �� / \ ;.� HIGHEST ESTIMATED GRO�IND TO BE ABANDONED _------__ #11 3 � / 6' MIN. PENITRATION o _.._ _.._.._.._.._.._.._.._..-••-.•- -• - WATER ELEVATION - 3.2 X 1D' A. X 6' ' (9\ 4, r /- 1 cn r.._. _ QP o� 1 I EXP POOL > ) .- 0.) INTO VIRGIN STRATA I _ 1 .,_ �� � � O \ I l_i r , , ww OR SAND & GRAVEL io r.. T �'�. •0, STEEL COVER - Q, ��' \ 1 , 10 DIA. X 6 DEEP 10'-0" DIA. GW ELEVATION 2.2' I EXISTING GAS EXISTING S.T. _ -- - �� \ '�N / i METER TO BE ABAyDON�D _ `\ INV. IN // 1280r �\ �' CA ___ __ --� �� / \ 12.80' 1 \ �__�-- 10' - O O DETAIL VALVE B�X DETAIL ` ' t °° SANITARY DISTRIBUTION POOL1 \ \ BOTTOM OF POOL \ / _ ELEV - 6.80' , EXP POOL 0 NOT TO SCALE NOT TO SCALE ' r `� 0 \\ // ' o/ \ 10 DIA. X 6, DEEP / 2 L.P. #10 // 2� \ 10' DIA. X 6' DEEP L NOTE: ALL HD CAST IRON LOCKING COVERS _ FRAME & COVER CAMBELL FOUNDRY AND SLABS TO BE :'�� -�~�� 11 #1007D OR EQUIVALENT1 / _____ \ L. A . GFD , FLUSH TO GRADE COVER AWAY FRO" r ` PITCH TRAFFIC BEARING FINISHED GRADE GRADE EL• 17,+) ;,_) o o�' o D LA \ PRECAST Q Q HD CAST IRON LOCKING COVERS, CAMBELL FOUNDRY ATE: ALL HD CAST IRON LOCKING COVERS COLLAR . - N #1007D OR EQUIVALENT �/ w a Z Z o - . FINISHED GRADE AND SLABS TO BE !, 7 ), Q ___ •J 4" THICK REINFORCED O rY ' O STEEL PRECAST SOLID oo.: • 8 1 2�-0 1 • ^��!.�q� ' w �4 �� TRAFFIC BEARING SCALE 1 = 10 -0 0- a m U 1- DOME FOR H2O TRAFFIC ��• �� O l7��%•� X HD CAST IRON LOCKING COVERS, CAMBELL FOUNDRY O Lam. 1 -- Z 8 � !�! ;; ��• �, o PRECAST in Q Q 8" TRAFFIC BEARING``B / #1007D OR EQUIVALENT a o o o LOADING }� :�i •�041..- "c,, }���L COLLAR / 24" / (1J 24 FINISHED GRADE + Q Q- a MIN. 4" DIA. oe, -�,� N / at e� d� O = / SDR 35 PVC PIPE 'T�•:► ',�.: MIN. O w z s ;l I-� .,!. 1 8" PRECAST X ` X c__•-� OR EQUIVALENT ���'; ����►- = INLET • I 24" Q O o COLLARN m 24" 24" Q 24" 8 TRAFFIC BEARING SLAB PITCHED 1/8"/ FT. ' i! ~ �`' o ' / / Q , cL_ MIN. 4" DIA, FLOW LINE a 1- 6-OUTLET - N N gr; �.: SDR 35 PVC PIPE - ._.._.._.._.._. .._.._ -.._.._.._.._. � MIN. 6" DIA. INLET 20rMIN. - N` 20" MIN, ••� } I. Qom.°, • 20" MIN. . ♦ •T 20• MIN. • -d . _ • 8rr MIN. Ip. 4000 P.S.I. CONC. RINGS �1 --� I , fio WI , OR EQUIVALENT • _,,_ OUTLET o..,1 SDR 35 PVC PIPE date: AFTER 28 DAYS AS MANUF. •1 *AP OR EQUIVALENT FLOW LINE BY CARSON PRECAST, INC. •.�f a ��; X PITCHED 1/4"/ FT. = MIN. 4 DIA. R N - CV MIN. 4" DIA. DECEMBER 2011 ��{•I A : � PITCHED 1/4"/ FT. SDR 35 PVC _ _.._.. Flow UNE _.._.._.._ _.._.._.._..=•r .._,�.. b SDR 35 PVC PIPE ' W :� 0 00 PIPE OR EQUIVALENT - OR EQUIVALENT PITCHED 1 8 PER 1 -0 BACKFILL 3' MIN. ! > fs!z!t o 0 PITCHED 1/4"/ FT. 0° / s c a e COLLAR WITH CLEAN OW '47:.- .6.1.04' = !�� I ����> i1�,�c AS NOTED GRANULAR FILL �,� L..1 es.,,, in o TANK TO BE MON(HIC a '--b d-•--(3) 8" O.D. CROSSOVER PIPES r----- - *MN CUJ 20" ON CENTER, WITH CENTER w TANK TO BE MONOLITHIC drawn b y: �i L` POURED CONC. Q LINE 18" BELOW LIQUID LEVEL POURED CONC. it! '; w k; o -��.•�; o y I �- = O co _ fi St:itallr Ccunty•13ei,ar•taz!e.n,t of c h e c k e d by: -' fi altt�:services pkv y' T t o Approval for Construction- '" 7 y i}•k iii. 4" MIN. �! •. �. I Z OL_2erZllan single to deference Cf /f �, c y Y •7�� BOTTOM OF POOL ELEV. - 6.8' 'lir.v, No• r©'�`/ -®7•'' I • , _ �, Design clow IS�'z GP.� project n o o Z 10 -0 DIAMETER Uses) ' 1 , I m HNEST ESTIMATED GROUND -`--- ! 1 I WATER ELEVATION - 3.2' been reviewee USS__-_----"- ---- 6' MIN, PENITRATION • �' Pltese pians have - 211064 d far general conformance with Suffolk County Department of Health Services standards relating to water INTO VIRGIN STRATA - - - 4 Nom_ - _ 7 _ 10'-0" DIAMETER 10 -0 DIAMETER inconsistence sewage disposal. Regardless of any omission OR SAND & GRAVEL I G4 ELEVATION 2.2' supply and Serle g s, }' 10 0 DIA. GREASE TRAP DETAIL accordance s or lack of detail, construction is required to • Lh', with the attached 'n A'' permit conditions and applicable Sheet # --- ---- - N 0 T TO SCALE 3 000 GAL T A\ standards,unless specifically waived by the Department.This approval TWO UNIT SEPTIC TANK DETAIL expires 3 ars f om the approval date, unless exte ed or renewed, - ct 2C 3 - SANITARY LEACHING POOL DETAIL NOT TO SCALE 6 , 000 GAL TA\ < L ":�wa-date° AL NOT TO SCALE - drawing tit e SCHD REF. NO. C10 - 11 - 0009 OUTFALL #3 SCTv 1000 / 5 01 1 ltL; GRATE AND FRAME OR COVER (vwxYAno) ( ALLOW 3" MIN. FOR ADJUSTMENT ) GRADE 7 1 °i N60'00'0"E 362.43' (DEED) I G VARIES - REFER SITE PLAN r, +,88 N59'31'16"E 361.77' (ACTUAL) MONUMENT I` ' ,� .�...�..�..�..�..�.r� ��•..�..�...0 .�..�..�..�.. .��• -- -- -- --- - --- --�.•�..�..�. m REINFORCED TRAFFIC BEARING" • +17.e' "g''' I POURED CONC. COVER NGusc 8" P.V.C. TO CONNECT I I °! A,,,., • 8 1 1 BASINS ( TYPICAL ) R 6" P.V.C. TO CONNECT PRE Z I I ROOF LEADERS ( MIN. ) COCASTE RING T z a o I I WRAP SILT FILTER FABRIC =O �'-0" GRAVEL BACKFILL 1• AROUND DRAINAGE BASIN 1 1 II , GRATE EL. - 20.85' t . I 1 lf`5 ' - 1 '�* 10'-0" - 1 ' - 7. CO i CO ' cn u oCOI foo W 00 = ko � N *0 4 goo >_ =ri m 2'MIN. J CO GROUND WATER - EL 6.98' - d- O` \,_.,/ `"""� •a H6.OLE1. ALL DRAINAGE BASINS SHALL BE WRAPPED IN FILTER FABRIC - x Q • OwL- 1 m z 7 1 1 - N I LEACHING BASIN DETAIL (n J o cf- s9x e ; 0 _ = NOT TO SCALE C C LC) Cl 0 00 I _________,... „,(7.,') soa ,566/' ./ Iuoyty -1A1 n LL �_../ ASPHALT \a. P0� 6,0.,s‘140,0,566/ MI5 = I \,:t. . I � ,, ,,, ' °°�°�' DRAINAGE CALCULATIONS o � I D.A.-5 (cwNcaETE num) 1 Q z NI 1 z. s' \� ° 1 0 = A.I.R. STRUCTURE DESIGN = EQUIV. LIN. FT. DRAIN REQ'D i°, 4. LU I 4.5• \ �� • r r "�s ONE STORY D.A.-1 ROOFING 6,635 S.F. X 1.0 X 0.334 ( 4" RAINFALL ) = 2,216 CU. FT. U LO w i \, ,,,� t) o CONCRETE BLOCK & FRAME y �, -IA , N I e `.__,/ BUILDING I = 2,216 CU. FT. DIV. BY 68.42 =• 32.3 LIN. FT. OF DRAINAGE REQUIRED Z ASPHALT PROVIDE (3) 10'-0" DIA. X 11'.-0" DRAINAGE RING > 33 L.F. DRAINAGE Q, ; O.A.-6 v 0�. G�RAa 0" t�` • '^ FL ASPHALT / i t) ) "<:60 G,,R.GE,9F 196.1• Z m s , ' ,./ , p0"` EL. .� �! "S D.A.-2 ROOFING 4,715 S.F. X 1.0 X 0.334 ( 4" RAINFALL ) = 1,575 CU. FT. O v ?* I \?:. �, 3 :::2: cc" ,c. I(- U i \�,`i 1"-. ,_,,,' io�' = 1,575 CU. FT. DIV. BY 6842 = 23.0 LIN. FT. OF DRAINAGE REQUIRED .� \` 44;4 o PROVIDE (2) 10'-0" DIA4:4„---,/ : -0. . Y 12'-0" DRAINAGE RING > 24 L.F. {' 1-�K111118111111111111111111t I In ` oD.A.-2 ( t) ) ( C) 1 ^ = CSP �LLIq y/>' X13 %\°P \ �� ,/ GRAVEL \ . 1n0 D.A.-3 ROOFING 3,625 S.F. X 1.0 Y 0.334 ( 4" RAINFALL ) - 1,210 CU. FT. 5� M01 ID = 1,210 CU. FT. DIV. BY 68 42 = 17.7 LIN. FT. OF DRAINAGE REQUIRED - ,.1 : GRATE AND FRAME OR COVER DRAINAGE NAGE CALCULATION S ( <4 : (VINEYARD) ( ALLOW 3" MIN, FOR ADJUSTMENT ) Q = A.I.R. STRUCTURE DESIGN = EQUIV. LIN. FT. DRAIN REQ'D E"': GRADE ....� G VARIES - REFER SITE PLAN D.A,-1 ROOFING 6,635 S.F. X 1.0 X 0.334 ( 4" RAINFALL ) = 2,216 CU. FT. N60'OO/OI/E 362.43 (DEED) - - aD = 2,216 CU. FT. DIV. BY 68.42 = 32.3 LIN. FT. OF DRAINAGE REQUIRED .,B,R N59'31116"E 361.771 (ACTUAL) MONUMENT 1 REINFORCED " TRAFFIC BEARING" • •• •• •• •• •• ••��•• •• •• •• •• •• •• •• •• •• •• •• •• •• • •• ••1.77 (ACTUAL) �rr�••�•r�•r�•r��r +16.1' ' -� POURED CONC. COVER PROVIDE (3) 10'-0" DIA. X 11'-0" DRAINAGE RING > 33 L.F. DRAINAGE +17.6• 8" P.V.C. TO CONNECTb ! 1 I BASINS ( TYPICAL ) 6" P.V.C. TO CONNECT PRECAST D.A.-2 ROOFING 4,715 S.F. X 1.0 X 0.334 ( 4" RAINFALL ) = 1,575 CU. FT. ! ROOF LEADERS ( MIN. ) CONCRETE a = RING 1,575 CU. FT, DIV. BY 68.42 = 23.0 LIN. FT. OF DRAINAGE REQUIRED 1'-O" GRAVEL BACKFILL I i e PROVIDE (2) 10'-0" DIA. X 12'-0" DRAINAGE RING > 24 L.F. \177/ WRAP SILT FILTER FABRIC O AROUND DRAINAGE BASIN I I D.A.-3 =ROOFING 3,625 S.F. X 1.0 X 0.334 ( 4" RAINFALL ) = 1,210 CU. FT. 1 GRATE EL. - 20.85' 1,210 CU. FT. DIV. BY 68.42 - 17.7 LIN. FT. OF DRAINAGE REQUIRED PROVIDE (2) 10'-0" DIA. X 10'-0" DRAINAGE RING > 20 L.F. �" Z DO 1 1 -- 1'--I-- t o'-o" - 1'-- 00 ID.A.-4 GRAVEL PARKING 33,730 S.F. X 0.30 X 0.334 ( 4" RAINFALL ) = 3,380 CU. FT. CA O O I '�'`_;vs� - '`i 1 = 3,380 CU. FT. DIV. BY 68.42 = 49.4 LIN, FT. OF DRAINAGE REQUIRED 61•51 " �' `'`" R I(!a W PROVIDE (5) 1 O'-O" DIA, X 10'-O" DRAINAGE RING > 50 L.F. I i I 00 N O c01 0 01 ,..�' �', ••'.. W p r•-•.„ QC) 0 0 ^ ter' ... . . •"1i2 I E.P. --N L.P, ic-r\°5 } D.A.-5 ASPHALT PARKING 4,265 S.F. X 1.0 X 0.334 ( 4" RAINFALL = 1,425 CU. FT. N / , ;r5-' 10' x 6' { 0 X10' x 6' 100 = 1,425 CU. FT. DIV. BY 68,42 = 20.8 LIN. FT. OF DRAINAGE REQUIRED �` / _____Na PROVIDE (2) 10'-0" DIA. X 11'-0" DRAINAGE RING > 22 L.F. r7 "`� I �\ i (mac\1 \1� t OUT-r• L 1 Irrirri i °'1 \\ `-_, I i GROUND WATER - EL 6.98' I CSD , PROPOSED \ DASHED LINE INDICATES / 1 �' ( D.A.-6 ASPHALT PARKING 5,800 S.F, X 1.0 X 0.334 4" RAINFALL 1,937 CU. FT. •i. "'�� ✓�'^ ` S.W.LP. \--AREA OF DISTURBANCE y ) . i- E.P. ..,# 1 ( ) _ • • II-* 1 I r� } \ / D.P. 1 0 L___i 7`110 x 6' 1 • CO ›'- \▪ ,/ �` / 10' X 6'•\ �/ I7", 1 / \\ I = 1,937 CU. FT. DIV. BY 68.42 ® 28.3 LIN, FT. OF DRAINAGE REQUIRED X I =r �RA� - �'" `-/ 1. ALL DRAINAGE BASINS SHALL BE WRAPPED I FILTER FABRIC PROVIDE (3) 10'-0" DIA, x 10'-0" DRAINAGE RING > 30 L.F. j X < ,, I „� ikitI T C7 III _ �Q�S.T.,50 GAL D.A.-7 ASPHALT PARKING 4,125 S.F. X 1.0 X 0.334 ( 4" RAINFALL ) = 1,378 CU. FT. 1 CO Z _lif,, AREA OF DISTURBANCE d PROPOSED I LEACHING BASIN DETAIL Cl) o 0 a 20,150 S,F.„ 0.45 ACRES x G.T, s.w.L.P. = 1,378 CU. FT. DIV. BY 68.42 = 20.1 LIN. FT, OF DRAINAGE REQUIRED U s --� »B. 1,500 GALS ;'�`% NOT TO SCALE PROVIDE (2) 10'-0" DIA. X 10'-0" DRAINAGE RING > 20 L.F. • o co 9� _ /O I I in it 'l -. ASPHALT , O/ g-i'`. .f DASHED UNE INDICATES W 0- Q 00 I Iil : �,�.� ��1 ; LA SOi 3C� - !� AREA OF DISTURBANCE 1 1f �? )PROPOSED PROPOSEDI O /I L1nLI Sq. .- p1T �� j � 1 (VINEYARD) 1 ` = I / S.W.LP. S.W.L P. \,.. / "/itfa F__ • A>> 1\. STEEL '� 1.0'^ 1 I I \ IJ- �N�•r� �' �.t COW R !® rt' O (0 ABANDOKO L.P. t ,,,.. 1 D.A.-5 �rp\\ (pNCREEE►uAED) 1 Z N W 11 1 1"/111 ;. \\ � 1 „z 2 S I .,>.'>//s:11. ,-/, HAY BALE 1 Pr 44.s' S�/3'.CN ; PROPOSED ; 0,,....................e., � Z 1 PROPOSED rte\ / \t S.W.L.P. �I Q 1S.W.L.P. i ��'®\9.p ` ` �1 Iy DOWN wLL GRADE 1.E I ) r 1 ONE STORY CO • J L',2' ` 4\ii / T CONCRETE BLOCK & FRAME • U 1 \ 1 �) J 1 EXTRA STRENGTH FILTER FABRIC U' r w ♦ /C \ / 'o, MN.A'tER11CAL FACC ON BUILDING 1 NEEDED WITHOUT WIRE MESH SUPPORT „I„ TRENCH 1 PROPOSED TASTING ROOM 111•'1. r (� 11 I B Y Z �.SPHALT � J • D.A.-3 I;,, Fl 1 I;y,A.-6 O'. GARAGE FL9OR nl:".611i6�'1':'II;'' II) li nn�llnllli 1 11,"1.111 ! Uv I r ``l EL. 17.2 ASPHALT � WOOD POST pull) Iii=lpgis�1 uI11,Ii=il=rl'•r (2)Trq WOOD STAKES OR Q 1'. ▪ `� \�'j/ 11111 Ijl 111 III III.,11 III1 1111,111,=1"nII BEAR PER NAY RALE f.:,..,,..4,,,:-..:„,r1 111 Illlll III II.1111111111i11111 r., I �� 3rwIlllllp/llllll 1111 111 IIp 1pl Ill = 1 \ \s GARAGE FLQOR .' INEINDICA -� L�/,i"�.^•+""'.S10 1lll l.1ll 1pi11Il1I pl ilUl I0llll I /r,o•• _ II- �.'L0- s Z J j Il A ` C�,� ` ® _ EL. 17.9 �//, i AREAEOFLDISTU BANCE,;•,!#.,1,...1%,7-T,1"- c un m 6 SI '1E�.► / / 1 VIII 10llllllllpplllllll�Illllllp lin I{i1lljO /�- r� r ' PROPOSED �. WA ' ,111111 `11111 Illll llll ll101111111 l Ij1 a rw BEDDING D E TA I L O x I ! \fi 1' \. I 8111 IIIIINIII lull llp I` TF p 11 11 I a 3B �'- 0/0157."•• UNE OF HAY BAILS AND G•1 II, Illll 111111111I -" C°?- �S.WL.P. \A .. -'LINE ,� ♦ 111 11115lpplllllt 1t y '2223. 4ULi' ...:,,, ,,.....„,,:,,,.... „;,,%./4'a''' PROPOSED -SILT FENCE L1 pill Illi llpllllp FW 1 K!j A 1`� • /•,* ` .FESTA / 1 11111 111j11111 // r► U 1 7j11 \y �= �i• l �/Q\\ 1 O • 1j1111'111 DRANAGE AREA NO WEE THAN 1/4 OC.PER 100 FEET OF STRAW BALE dKC '. ♦ 4. ` • B` / p ---- 111111 / FDR ELOPES LESS THAN lox 10 FT IAAX SPACING VIITH .t \ • O)Z p�Q {/'�^` 6;:,../(4. O I / ) ZICA w • '1 �� \/l/\/ CL 1 r' \ ` E. T N 1 0 1 ` \) p y .1' ,I r'� N:: '�B Fr MA%SPPCINc WI W I S I WIRE SUPPORT FENCE 1 r 1 �_R ` / ? 1 0 Z' , 'i:%>1.y /WIRE SUPPORT FENCE ANGLE FIRST STAKE TOWARD n d"'!L 'i PROPOSEDI`., .A O!� `,�' I^ PREVIOUSLY WD BALE ,_\ D.A,-2 A`, PROPOSED • R \ BRED Agcy 1 : S.W.LP. 1�r1t- \4",g \, l�OY\ PROPOSED S.W.L.P. 110' X 6' E.P. 10 X 6' E j�0 PONDING HT. PONDING HT. =z-, --- WILLIq /� FAME,R FABRI NAY RALE '' sWP. xT, 10' x s' AREA OF DISTURBANCE crn 41 LL EE C { Vis= -.��5 M �\ �'' g31.-Q-• (a 'OTs �* v �--\ ATTACH SECURELY �`� / TO UPSTREAM 10( L.P. / D / SIDE OF POST, lEA [(i � t '� i 1 • STEEL OR Ili F G iip 1 M STEEL ..01....5.t..1 DR .-� ' '`'' 1\`/ 1 ; 29,500 S.F. ( 0.67 ACRES ) ;r-�' 20Q�ICHST lYlI ``�1�+�CC((� : 21.0' 6„ 35N �/ 1 .J. tD' X 6' / �• ••err �i RUNOFF { .1 t1 Y. l 1';kl•'�" r E\157110 DRYWEIN / �pITC ♦��,� \ rrrrrrrrr�rrrr�rr�rrrrr• .�. a G t;, 114 Z *.;) 5' 0' MIN. R Ale ------1 s; TO X ABAMDp1E0 ® • I D.P.#8 \ I 1•.'�. 1z 1, / l DOWN HILL GRADE S( i" GRAVEL udm+.eoNTAf""ENT RUNOFF t+,. ., y 'moi,•., Q 5. O 10 6' / \ E.P. 1 AREA � �� \j1 "vv- 1MONITORING 1- y Z o L.P. D.Pr/{8 -1 j 10' X 6' 1 u5f-,. E -�,' ` I. No.021190 Q' 1 O h 6 F ���{lI / `/ 7 -A----- BOUND RALES PULED ON CONTWR �(� s 7' 10' X 6' Cill \.._„... I - _ •• •u Lar Ma. I'��. 9i` �l = • p . OUT-FALL 2 • ''< D 1�II 4v, ; --� kxSrll� ' i� I ESN 5, 1a..7' 1 VAL ALVE F'-1� • .. 1 T Ie' I I mac. O I --.A. •, <II 1 - r/ �F N C ` , , . / -, 1 D.A.-4 I: I 4;' ., �4'x6"TRENCH �Ii > � X• \� '38r •� I Ml .1� 1 -..�' O / L.P. O 18"MIN. i'•. tea^ 12"MIN.��22 •y *, • _��__ 9{ �;'� ` PROPOSED OP __\�/ 10' X 6' p \ r i 1 S.W.L.P. "' !, \ y' �. E.P. PROPOSED 1 f� -/ ,\ 1E10 x 6 O 10 6 K, 1 ti WITH COMPACTED S � GRAVEL q�II E2)RE-BA(1 STEEL PICKETS.oR 2'%2'WOOD S1fAKES •$.T. `J• �. / 1D' x 6' `-.S,W.L.P. 1 '+�• �� BACKFILL C' �,1, ,,,,,,I., _____ 1"t i 1111-2 IN oz r DRIB£STAKES FWSN.si BALLS 1 \ I , ` ) BRICK, STUCCO STORY OONCRETE BLOCK 1,200 GAL'\` _ 1�-�/ S.T. ��� i�-� `• • •' I I 1 \•--•/ BUILDING \L.P. G.T. 6,000 GAL �i� • 0 } I T I� 1 PROPOSED BREWERY r, O ,1 ' X 6' 3,000 GAL cp ..„,,•••••... �� VALVE VALVE0 , ,f,/ a i STANDARD DETAIL ALTERNATE DETAIL T o I ANCHORING DETAIL 1. PROCESSING PLANT D.1 \`�� _- 41) D.e.y#B CO .P. �'i I TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL -� (j (,I CoOD 1 D.A,-1 41) • 10 X 6' 1 Q 10' X 6' 1 vi I CO. co e¢, GARAGE FL OR "Kllllll ,o, o 0' X 6' �1 \ 1 w •8 EL. 16.94 '1,o? 0 STEEL COVER 10' X / ' , ,E�f +116 0' SILT FENCE DETAIL w O (j1 \ Q 10' X 6' 1 ,rE ' log... NOTES: NOTES: 0_ 0 1 D.A.-7 sTE11ai•ic COVER >b AETIGe°ANLDaeD / \ \ E.P. ��^? -•., TO BE 1 •• I. SILT FENCE ASSEMBLIES SHALL BE PLACED A MINIMUM OF 5.0 FEET FROM THE TOE OF THE 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN ROW WITH LLI -- EXITING GAS METER „..0 ABANDONED • 1\`-// 10' X 6' ^n��9 ••�� „TC•11 SLOPE, 10.0 FEET PREFERRED, TO PROVIDE ADEQUATE AREA FOR DIMENT STORAGE AND ENDS TIGHTLY ABUTTING THE ADJACENT BALES. DRAINAGE AREA SHALL BE NO MORE THAN 1/4 ACRE PER V) Q n I _ wit - E P " •. ' FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. 100 FEET OR STRAW BALE FOR SLOPES LESS THAN 25X L._.TT�� W TER L.P. 10' X 6' .n+*i"0•• 2. SILT FENCE GOETEXTILE MATERIALS SHALL BE EITHER POLY-FI TER X, MIRAFI 100X, Q' 1 .%1,,,, 10' X 6' � s+rvl 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES AND PLACED SO = A "\' ��. •!r U Y \-/ A, AL1 STABUNKA T140N, OR FROM THE DURRENT NEW YORK STATE DEP RTMENT OF TRANSPORTATION THE BINDINGS ARE HORIZONTAL. PROVIDE OVER I 'S4*O D I METER i 1cOt544. .sr. �._•+.l' �I^�� D APPROVED UST OF GEOSYNTHETICS FOR HIGHWAY CONSTRUCTION. .�._, PROVIDE "SILT-BLANKETS"INLET GRATES vv 1 PROPOSED t �'�`� ` `� F c4GW .•�='' ,,,.... C 368 9 rJ' (0EE ) ArtuEHT �.: 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO WOOD STAKES OR REBAR DRIVEN 0 ,- STORM DURATION OF SITE CONSTRUCTION I I S,W.LP, \\\ ,s •5 1 1 ♦,.,' '•'•" � 6g,6 EDGE a P- - - _ _ - 3. POSTS MAY BE 2" X 2" (MIN.) HARDWOOD OR 2" X 4" (MIN.) SOFTWOOD. POSTS SHALL BE THOUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY L- I tD 4' t� 1 f PROPOSED 4 31� " �� 3 SPACED AT EITHER 4.0 FEET OR 6.5 FEET AND MAY NOT REQUIRE MESH REINFORCEMENT AS LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE CENTERED AND DRIVEN N 1 MONIrOPoNc ` )6• • 1m s>,3gr'�\,_./ S.W.L.P. ��^",,,..i••� PER THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION APPROVED LIST OF FLUSH WITH EACH BALE. I 1 MONO • /91 S� , F ` p\t�\ PROPOSED �....,•••••-•"`n ===�•• P _ GEOSYN THETICS FOR HIGHWAY CONSTRUCTION. 00 �O SHOWROOM FLOOR \ 5 r _ 4, PERIODIC INSPECTIONS AND MAINTENANCE SHALL BE PRTNEVIDED AND MREPAIR OR EERE PLACSHALL WELLO I I 13,O�.t 1 EL. 17.0 •i O •k• A.� 4, THE APPROVED LIST OF SILT FENCE GEOTEXTILE MATERIALS IS AVAILABLE UPON REQUEST AT _ !T S ,�eyc* • • -��- Ei DI _ BE MADE PROMPTLY AS REQUIRED. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES A DEPTH OF 0 U I P• im ; rn Cy ��, •,=•�•• toPE�16.R' THE TOWN OF SMITHTOWN ENGINERRING DEPARTMENT. ONE-HALF THE BALE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. U �• I (PROPOSED ASPHALT `�' aa,/ ' .062 :. s4 '•_••ice••_ ----- - - ' �! PROVIDE "SILT-BLANKETS"OVER 5. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURED 5, BALES SHALL BE REMOVED AT THE COMPLETION OF THEIR USEFUL LIFE SO AS NOT TO IMPEDE 1 S w L P cows. • •1 6.2' ETE wog i�*s - -•-..-•- STORMWATER INLET GRATES HEIGHT OR AS NEEDED. SEDIMENT SHALL BE DISPOSED OF BY THE CONTRACTOR AS STORM FLOW OR DRAINAGE. UNSUITABLE MATERIAL. J s?k 1 ,,_.\ ��i •� , `/,I Gp+LR'_ ,16 o' o• - - - DURING DURATION TE CONSTRUCTION - _ 6. AFTER REMOVAL, THE AREA BENEATH THE BALES SHALL BE RESTORNED TO ITS ORIGINAL STATE, IIIIII' ITL• • �� 111 1 _ r _ i I l _,` *pal'••FlAG - ••.,..--•54810+401' O - - - - - 25 ....- _ - - - AFTER REMOVED, THE AREA BENEATH THE SILT FENCE SHALL BE RESTORED TO ITS ORIGINAL STATE, I NI' V♦� \ • {16. �^ • R 1 \ -.. TAOE'N*- - � , ' - _ •R• _ _ -.-•- - .� `\ ••_• CRETE / wRB .Ss:... , - ���� - _ _ - �I ss. L- COPDI.TE •M 1N R0 ND 1N SZR • \ �� �'� _ - - ' GAS a MA�Nn1 ' ��C wPTER _•_•-'- ' - - - ' - EROSION CONTROL DETAILS ' o 'ss STORMWATOvIDE ERTINLETNGRATES OVER \`Ug - - ' - i DURING DURATION OF SITE CONSTRUCTION - _•- O O •+15 5' '� - 1W a Z o - - -...•- - - 0 rte- U O „TER 31./‘114.--••"".-...--. 0 L, ~ O O 1= U to +, Cl_ a o a LL 0 _ - .. _ U = I I O o 1-1-1 - 1'_ ' - - O nil CL O • L_ I SITE DATA Aldate: DECEMBER 2011 . •sPil S T F D L A \ SITE AREA: 125, 300 S. F. = 2. 8765 ACRES scale: SCALE 1 " = 30'-0" TEST HOLE DATA LAT. - 41 . 23N LONG. - 72.271W ," - 20'-0" McDONALa GEOSCIENCE SA \ I TAS Y CA �CU PATI C� \ S drawn Dy: w ALL SITE INFORMATION FROM SURVEY 3Y: 11/15/11 z PECONIC SURVEYORS, P.C. k EL. 17.8' DARK BROWN LOAM OL checked b y: (631) 765-5020 FAX (631) 765- 1797 '/ BROWN SILT ML P. O. BOX 909o - 3' GW MGMT ZONE 4 - FLOW 600 GPD / AC C.W.K. w 9230 TRAVELER STREET 1 BROWN SILTY SAND SM project no: /SITESOUTHOLD, N. Y. 11979 41 • MAXIMUM ALLOWABLE SANITARY FLOW - 2. 8765 X 600 = 1 , 725. 9 GPD 211064 `- N N. Y.S. LIC. N0. 49618 ' . BROWN AND PALE BROWN FINE TO COARSE SAND SW 916 GPD < 1 725. 9 GPD ( OK WITH - IN DENSITY ) -- o 73 EL. 2.2' - 15.6' 1,[1, ; 1 NOTE: THERE ARE NO PRIVATE WELLS WITHIN �� /1 150' OF DESIGNED SYSTEMS WATER IN PALE BROWN FINE TO COARSE SAND SW GREENPORT BREWING COMPANY sheet # THERE ARE NO WETLANDS OR SURFACE WATER 23' P. O. BOX 57 0 _ 9 _ 1 '< E Y UAP WITHIN 300' OF PROPERTY GREENPORT, N . Y. 11944 Jdrawing title SITE DEVELOPMENT tel r'11- SCV 1000 75 01 14 SURVEY OF PROPERTY AT PECO NIC TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. ` 1000-75-01-14 SCALE: 1'=20' NOVEMBER 29, 2011 (VINEYARD) z , 1 m N60'00'0"E 362.43' (DEED) o +18.9' N59'31'16"E 361.77' (ACTUAL) MONUMENT ri +17.8' ` , T +18.1' HOUSE z 4 0 0 0 z c z Oz t 4 Z Z as hT ��1* 00 IS li mm Z I F GRAVEL x TEST HOLE 7.9' I ® EL. 17.8' ttib I il c d r s. re III! - 6' x71 I urLIn Q ASPHALT POLE 0 51 LQ Vigi40.1 • c COVER 6 x7> ro 02 g m 7� NO'aro r 7) S' OS/5L 24.7 rw n 44.5' ?" 27.3 Q COVER D 03 m XI z o Ote STORY FRAME g > 4. o, CONE%AD N M ud t v NI GAE172° �� r CONCRETE GARS 1 F1-0°R 11110 x 166.8' 7e?x r Wilk23 a �~ 64.8' „� 7�S z03 I /�✓x '' ?`',4/�' COWCRETE CONC. CONC. Z �, U' ./ , %,..+ \ ."• \ .0 h - - c ri t m' ,. CON ETE 14 W W 1 , v tzl r ,. `ti O O 0 GJ y '~ .� ASPHA"-S 0 m 7j?x ` " M ,a sof � q� \}:4 s`+,x ' • .:.,,'°- ,,, .^ 4• >�./ b` J' '\ --i ' - 1- 21.0' 766 22.2 r'`J ' ' x73. ` .. y v x76 ca '' a f � •e' w '\ 7j • 0; 165 5.2Li. _ .. - "i' 6,, r)e" 0 0.� • \ g 7S \ .6x \ e4 \\ j x7, \\ o ONE & Ot%Cge g�OCK o CC gu11.D E8 \\ gR1CK+ S(u O 1NG ASPHALT 2 \ 0 0.2 m \ x7 G OWo \\ x764. OOR '•? 0 O \\ 0.5 GARS 16 x7) \ S Q$TEE1 pgpHAlT • +16.0' • O OBER C0 -u \ � PI •1JGHT pOH (pRYANT o O N a 7.4' > A T ........ g0 \ LI� G BASE P (ACTUAL) ASPHAI T fOR e�GN x7s9 368.97 , -DEED) 1` 76•4, V +16.2 369.65 ` toGE OF PAYMENT g Ilit o m I O F z ! OOM FLOOR LIGHT WELLO r'a' 8 I SAOV , A7.0 uGvA.�k16.0' POLE -, _ - › il 1 p --- C f GRAS I WELLO I 7 _ SOP 15.8 7 52,3 Pi. 64. +18.2 7S? °•y S• EfE CURB x Q\i%. CONCR +16.2 E'E APRON - ,% 76 . p `\ , 6"W CONCR __ + g,0 0 R 25) � •p0k San t30"W ,,-- - S. x7c48'39 }16.0' x i s9, \\ CONCRE� �DEWALK xrs OA 6 rs , R D Z •sx `' CONCRE' culla all Tse TOPE 15.9' R 1N SThEEn I WAIN VaL1C WAS +15.5' I SOD FARM •3 , ,, CERTIFIED TO: THE GREENPORT BREWING COMPANY LLC FIRST AMERICAN TITLE INSURANCE COMPANY (O LING) YlELI- O S3 F' fi TEST HOLE DATA 4 McDONALD GEOSCIENCE 11/15/11 EL. 17.8' • DARK BROWN LOAM OL r� 1, BROWN SILT ML (p a4��iF),� '. ,414 BROWN SILTY SAND SM * �;. ��, ., BROWN AND PALE BROWN FINE TO COARSE SAND SW AREA=2.8765 ACRES \.`fl r ;-'' ik } EL. 2.2' 15.6' ��''. r: is 4:� ( fr !f / ..e'r!' -° . Y.S. LIC. NO. 49618 WATER IN PALE BROWN FINE TO COARSE SAND SW ANY ALTERA170N OR ADDITION TO THIS SURVEY IS A VIOLATION 23' OF SECT/ON 72090E 1HE NEW YORK STATE EDUCATION LAW. P 'G 5 0` ,YRS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS 63'/' •5- 00 FAX (631} 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 1197111 8 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 I 6 ! 7 ISSUES/ REVISIONS 44 I . K 41 i_,,, (VINEYARD) Iml tin il' elp a N 60'00'0"E N59'31'16"E ' (DEED) • I � 7 _. 1. (ACUAL • N _ _. _ _ . � _ . 362.43 _ .� . . . 36 .77' T _ — . � . . . . � I I 4114 kt, y I I 0°� 414 J "F I I '""'' �``f I F I I i • ------ S z z I . j ' 0(0 0 O c0 00I `�' 'W W 0 ��. IO O co0 (00 I h ' I ___, , \ F_ 1 • \1- GRAVEL TEST HOLE I •EL.17 6' I I E /. I -��_ 1 Q I Ir, 1 \ , , ASPHALT \ '�__ p0� K I \_-, \\ —' 1 I p STEEL 40.1 I m I I \ ToT, P. I �] D \BANDDI'�E�ILIED� I n NOTE. RECESSEIS C NCRETE N I LOADING AREA Q\ b I D I 1u. C� I 1� gev / I`, r I ♦ PHASE \\ ABACRETEDlLLE01 L� i�`�-i-•I� CL STEEL 2,1 7 CO CO µ5. 27.3 O QCDVER I I IASL I I I JAN.04, 2012AVE \ n • , �' �,..,_,I -- RAGE FL00R ('(� STI G /v-�\ I I /� 1 GA 17.2 � !� I • z D I ( �_ / E ` O W,,•' EIS _-,' o ONE STORY I r I ►RE5 I • CONCRETEFRME BLOCK I ©2012 —i w 1, V �, jii ALL RIGHTS RESERVED = z I ��'y BUILDING !H THESE PLANS ARE AN INSTRUMENT OF r n 1 ` � \ / �, FLOOR 16fi.B' CO 7 . \`r'N m `_�` N GA EL 179. 646 CONS'/ �I SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL ' 23'B GDNGRETE coNG. / 04 BE PROSECUTED. y N '` r I I 1 \ CONCRETE / Z W W P1 o i\ NEW LOARIN�� /147 loo -< DOCK@ 0 1t� F D I I GRADE. ISD ADDITION TO _ ,' _ to W •M Q C ^ RO IN EXISTING �; „�, �- \ \ ` N ASPHALT i'r \\I (�0 TIiS AA. STRUCTURE. C o ett \_r' ID” \ PHA 1 1-- 21.0' ' 222 1 1 1/ \5 A/ �N . /.-�\ 1 j� e r I r, 1 • b z ./ y9. ,-' I � _ Ig `6 2, \\\ - II 1 ,�nxx1.-._-_ \ I 11 I ;1 4 COV, DR _-__- �' \ I I . I FUTURE SILO.'-Si\`;,! „.L\ r''.', ',''.:. NEW CONC. SLAB. I ; MIN ONE STORY ; \--' n I - ' BRICK, STUCCO it • /,.l�\ ASPHALT Icol o CONCRETE BLOCK SILO BY I I IA BUILDING 0.2 OTHER5. \--' [®I 7 ......... co�I , \ Z _ n ` N I 0.5 GAR AGEj69 0 i / D `r_JI O • EL. OEL O TEE R \ ' Ar,PHALT n I A \\\\ CO1 P DIT F \ EX15t NG Si..( Ex15t1NG L . �iCaH'GY�ES/ rn C D I t--- arl CLIENT/OWNER I= r• > \\\\ - uGHT i z v f y / co6 STS +s ../..... _ I 368.65,((DEOS ASPHA 11160 �, II _. 0 I (. 1 /// J. •..... �69• OF PAVEMENT EDGE _ m ° � \\--~\ 1 R _ 5 GREENPORT HARBOR _qW \ O iOpM FLOG / '� —. . UGHT !� ) u \\ SH EL 11.0 / .r' POLE r 2+ / —0,,,----,:,,o, (S I . rirti BREWING COMPANY �F I I f \\ PoLE. j GRATE I .� TOP EL 15.6 CONCRETE CURB ' r — COMMERCIAL BUILDING - — ' CGNERETEAPRDN A MAIN ROAD (S.R. 25) D II --4,44,.7 \'(rte\/ FLAG _ , .48 p'46.,W •POLE • �� S 30 n 548 ROA SOUTf10LD, NEW YORK • _- ��' �^ CONCRETE SIDEWALK Will 1\L-• CONCREtE CURB • I in \� GRAS WATER IN S-VREE1) E. TOPE`159 CPUS�IC ______--------- MAIN PROJECT TITLE 0O sOO FARM RENOVATIONS C 1 TEST HOLE DATA • AND ADDITIONS McDONALD GEOSCIENCE U 11 /15/11 LNG) ,, DRAWING TITLE (D\fI1 EL. 17.8' DARK BROWN LOAM OL 1' BROWN SILT ML 3' Will BROWN SILTY SAND SM Bldg Dept copy from entZBA SITE PLAN 4' Final reviewed documents ZBA SITE FLAN Date: e# �6�� Date:al a5'/ - 0 BROWN AND PALE BROWN FINE TO COARSE SAND SW E.3 BASED ON 4 DATE SCALE URVEY OF PROPERTY EL. 2.2' 15.6' JUNE 12, 2012 AS NOTED AT PECONIC ISSUE WATER IN PALE BROWN FINE TO COARSE SAND SW ` TOWN OF SOUTHOLD J SUFFOLK COUNTY, N.Y. 23' vVif 1000-75-01-14 ,---A 000-75-0I-14 ---A DRAWING NO. DATED:BY: DOC 09 2NIC VE ORS, P.C. IT IS A VIOLATION OF THE SCALE: 1"=301-0” LAW FOR ANY PERSON,UNLESS ACTING UNDER THE \5(�RED qR t Eali DIRECTION OF A LICENSED \ QQ,G ERT 1,e9'y/�' AREA=2.8765 ACRES ARCHITECT,TO ALTER ANY \ Q .a .z. --1 �, 0 131=1ti'.ON THIS DRAWING IN E_ 9 A ANYWAY.ANY AUTHORIZED ' I /1�'. ' l'4 ALTERATION MUST BE '��� * NOTED,SEALED, , � CD - DESCR''SED IN ACCORDANCE ' #14110. `•.1 0,�- REF. NO. WITH THE LAW. f F.NEW 1015 I 2 3 4 5 6 7 8 9 10 II 12 13 14 I5 I6 17 ISSUES/ REVISIONS ^I .A tre Wes to to K .0NJPIM(VINEYARD) rr 1_ o N60°D0'0"E 362.43' (DEED) • — ' - - ' - - - - — —N59'31'16"E • - - ' - - • - - • — - - ' - - • - - • - - • - - • - - • — 361.77' (ACTUAL) — ' - - ' - - • - - ' - - N wri •r "w Z pi, J I ^, // i PM I "F 1 s�/ l3 - � I • FWAF I 140 3 ZZIAO Wim. PO oilI�( /11.111 •II cOI taw Irwl '� I I o; , ,, I • I (,) 1 1 I GRAVEL S TEEST17.8'HOLE L. Peia �—I1 I I 0 f - Ask 0 o I Now 1 .1, O I ( 0 r� -_ �,y,,,,,) ASPHALT _- _ 051.E / r � JAN, 1 O, 20 13 o _ / rn11.404 SoLL 40 gPE.E.,_ D ILED) / IR a++ //^' pECESSED R N„PE E N / T V o No, ,,AREA 0 (GQ\ / ' D ,---. P°,E u peANooNED sED) U JUNE 12, 201 2 n To „ngr''`11°) F h AS E III ,. ~' Q E L 445' 0 '.EM�'VEp\°F I JAN.04, 2012 c n -o EXt TI G ,,_ F- n -. °GR c� • o I ' ' GPREtiE,S' - • "C Eli ) A ONE STORY z D = O WOOD \-'/ �" CONCRETE BLOCK A ©2012 En i PEI-RES INy * FRAME ALL RIGHTS RESERVED - NEW ■d , .2,. BUILDING mOti = z I //1\\ OCKNG a°►��7 1ee.a' THESE PLANS ARE AN INSTRUMENT OF C I ,..__,_./ GRAD ��'��� GFRE`E'`p0R sop H �/�1 SERVICE AND ARE THE PROPERTY OF "� ► Z},g Is CNCpE1E I THE ARCHITECT. INFRINGEMENTS WILL y s N CCNCREIE • z M DE PROSECUTED. n I� 1 1 \ m 1� -H \ \ / o 5 -< D I > in ff -I.'\I ISTD o 411011, 1 v o r'1 777 I \ _ 1 RO I N I ) P5P"AET n o This ARA. 1 / \ PHASE II r' f'-'3m 1 I- ; 1 / \ SUBJECT TO APPROVAL / { - 210 \ / "' BY ZONING BOARD OF 1 (2 ) 1 I - 1 / 39 A APPEALS. I 1 Ira I i;1 PI-IASEreI gir, S'''- FUTURE SILO. I o I NEW CONC, SLAB. I MI \ " ) I ONE STORY 1 r / - BRICK, STUCCO $ • • HOPNALI I tri C) CONCRETE BLOCK SILO BY \ 1mot Liffill BUILDING OTHERS. "/ I E , 0.2 1 , /�1 rrn WWI 0 co p R I 0 �IIlmli C-) W N C.5 GP i6,6, FLOC \. 0.10/1 D O(., S1OEEl 051b R PSPHAES D I \\\\\ E%SONG 2,1c1, ExCO,NG LP' I- U4J 111.• CO rCr mi w/L \\ °"= E HY° 4 CLIENT/OWNER D ;n CI r x 3 . o ')' \ U PL) I „ 1 6PcE ACS nSPhALt Z I f , DcsRGs,GN ��3bs.97 ,•,,EED� -" a _ .� ///. / FO 369.65 ` EDGE OF PAVEMEN1 �F ��z \-�~� FLOCF // / �1 GREENPORT HARDOR ,,,,o I A \'\ SHCw'E 00 O /// UGNt _� / POLE 25)5) �'_ m ,,k41440 pc,,, / tOP E, PM 1581E 1.11! r BREWING COMPANY AukMAIN ROAD (5.R. 25) D CCNCREIE CURB J _- CONCRETE APRON I COMMERCIAL BUILDING I FLso � '�0':4;.-6;1\11,4 �"� 1\ " ) , — , X46SOUTHOLD, NEW YORK 548 39 F O s' r....1 rPmEI ....1 MEI Mt L— • CONCRETE CURB ��) Il�i�' ppI FF -(R 1CPCCB GRAZE \JV A-1`-R M STR ,59 aAg\_IC 1100 MAIN PO 0 PROJECT TITLE P .� II SOD CPRS RENOVATIONS C V I ' TEST —OLE DATA • AND ADDITIONS 1114110 McDONALD GEOSCIENCE 1 1 /15/11 �I DRAWING TITLE Emil \D\ E\-\- EL. 17.8' DARK BROWN LOAM OL r 1' - __---- - _ r�i BROWN SILT ML I hl i • :,, ' ' ' ' ���_ _ :__. � 51TE PLAN BROWN SILTY SAND SM i I '- 11 1 SITE PLAN ,!L. '. JAN 1 0 2013 l= ) r; BROWN AND PALE BROWN FINE TO COARSE SAND SW 1 1.40 B BASED ON FIN; 6f PI. /� DATE SCALE SURVEY OF PROPERTY EL. 2.2' 15.5' L� Tn 11T 'IOID JAN. 1O, 2013 AS NOTED 0 AT PECONIC Nom ISSUE WATER IN PALE BROWN FINE TO COARSE SAND SW Po' TOWN OF SOUTHOLD r SUFFOLK COUNTY, N.Y. 23 DRAWING NO. 1000-75-01- 14 BY: PECONIC SURVEYORS, P.C. [[ ,..f `y . 4! IE., �,01EDAF poi, DATED: DEC.09, 201 I • t,. P-7,'. C.'"-; , .,nr^Tin.: v 6C Q5-/- <0 • '90 \•• 1(: i ii i/F Pf s,,q. n7• ,^.h.v',711.7.1,,?.-7 ,,..,.�.M1P a..SFJ 8c4- 9 "8.,;",SCALE: 1"=30'-0" : ' : .a 1TL i O.5 TM.? ;,7,--,^,,'7 '1 F .� * P AREA=2.8765 ACRES t r,•,a:'rt. 11,7!"k'R 71-711) .::.:2:.0 I \� ' : ` .er '.e. - '-4,4::7-';',.. , r-' rat A .'.,F./. '&OF t, -�I .. f NNW :.'° PEI AA REF. NO. JAN 1 0 2013 101 5 �' SURVEY OF PROPERTY ► , AT PECONIC TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-75-01-14 SCALE: 11=40' NOVEMBER 29, 2011 DECEMBER 7, 2011 (REVISION) DECEMBER 9, 2011 REISION) JANUARY 2, 2014 (UNDER CONSTRUCTION) JUNE 12, 2014 (REVISIONS) JUNE 24, 2014 (REVISIONS) JULY 18, 2014 (POLE BARN REVISIONS) (VINEYARD) x111 c N60°00'®"E 362.43' (DEED) +,R.s' N5911'1 6"E 351.77' (ACTUAL) MONUMENT v 00 r m Z GI C/4 ' 1.5C.5 Z z co 0 O O ®6s3HT1 m O to ca O® (D O O a) C) GRAVEL 764' C0'1R 30.0 TEST HOLE 0 X7) n 'EL. 17.$' '9' 7 0' RS K o P O R� 66. A GONE 43 0' D 76 -- - j''.S. .Q - -.N r 9 x' 0 STEEL i S c STEE1_ - - _ U UTO Rr F (3,COVE Up. - _, pOLE a 5 X, pIRT �ADAG� E F1Gt EDS , + 39.6' 0�D 1\ON m g OD 7 CON 'w- r r o 7's n i�uN c C7 39.4' O trr o' 44.5' '�?' 27.3' rn Gm r 42.6 CI o401\1.1 w: (� re"! O ,,X o ,c° 39.4' 40.1` l } S' 1 I .111. -•L__---1 co O Fz ' 53 z 1' ..? XJ> 7j0' w w I '66' r. 76 766. 4. STEE® 0 0 AA AA 21.0' 22.2 9 S - 7:ri 03 61. 39.4 7>4 764 ,6S OBER O 6.5 0 rte- OA: .. is TE - �sv 'S \\ I ANS.PON ®CO�R�' �'aa 0�m D x\��I o C C.SI.AB 111 •9.. L SIV-E1- 76•S' rn 0( rs t` r STEE 5 RSTf- 0 p_ o W W o COYER m0 7S 76J' ® GONERS 76 S ® is D m CO �l O t+1 6g. •766 `p ® 5®EL�' 7 76 STEE\IERS 764 0 ® r- D O ' ryO�. p.2 E� Xt� CpVERS s0• •3 ® CO STE0- r- ® O Xl `� O® co\OtS6.es- ® CO\FR c \ 64.0.7° Z O AGE BOOR• s'7•> l +16.0' F "-No-. G1 GA El. 16'9 '0' 1s0. . irrq CD3 \r _ , fi cn ASpl4AL0TN(DR-9- lsirl D r a `\ v o lc; C014'-" OPC�GNSE +15 9° I. Ac�A`, EOGE P PNEMtiNT A, 7,xi 764 --' O F ��Q c��j \ . 0+16.2° 839 DEEO' r 2 mU 11 I r z 1 SHOWOOg7 0' +16.0 q•6" - --- 11.1 36 66. t 26) ' o EL• �6 ® Y' C•8' pjE (Ss . ,$ z ? l,,s 52.3' 76-. 6.2 5,,. -��or� COPS` gR8' k ? F1 AGsr' CONCRE -APRON_+__.7., ,„ 39 X \ 'POLE } 4 IT�U14F�*/ 7 µ 6. gap ISS S9. CRECE CURa( 4` _---4-7--- 6 '. . W LAS.5._. _ . 766 TDP E� 15.5 9 '60' ._ els'_ r62' p�gL1C W AZRR +15.5' �- ? 7.76.---7, MAIN I. SOD FARM I e '--'-- D LUCNG') CERTIFIED TO: THE GREENPORT BREWING COMPANY LLC FIRST AMERICAN TITLE INSURANCE COMPANY TEST HOLE DATA McDONALD GEOSCIENCE 11/15/11 ��:): �I ' ,EL. 17.8' DARK BROWN LOAM OLF�'C -;---s-'-i:::.'" e.� BROWN SILT ML BROWN SILTY SAND SM AREA�2.V��5 ee . 4' /66 ACRES v. .,., - BROWN AND PALE BROWN ANE TO COARSE SAND SW e ...: -'cfi` 4-v / • . LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION , .�`-F,,�CONlCt%5�,���/EYORS, P.C. EL. 2.2' - - 15.6' OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. \.';:::;(0c1-1-",6:5.:4--150 20 FAX (631) 765-1797 WATER IN PALE BROWN FINE TO COARSE SAND SW EXCEPT AS PER SECTION 72.09-SUBDIVISION 2. ALL CERTIFICATIONS p: 0:'`909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF . . 23' SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET 9^� � WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 1 . , . .. ,...... .. . ... . , . . . . . ... . 1 .ii. UN I WAIll .. Ilini OUT—FALL #1 OUT—FALL #2 OUT—FALL #3 i_<:, (VINEYARD) SEPTIC SYSTEM 70 11E TO TIE SEPTIC SYSTEM TO TIE TO TIE SEPTIC SYSTEM TO TIE TO TIE •g N60'00'0"E 362.43' (DEED) I_II�►� I' COMPONANT LOCATION A LOCATION B COMPONANT LOCATION C LOCATION 0 COMPONANT LOCATION E LOCATION F +,B.B N59'31'16"E 361.77' (ACTUAL) NONU ENT 11111 -' a +17.8. ������������lsNs���N�N�MONIMIN•41111•11”MIMM10.1.11111110.111111.111=0.1.101MIM•NSN������ �IMMIND•01.11111•60.4 .411.011111MMI E.11M�•C ••••=1.411.1.111111•1•1401 .11.1111.1MIMP• ���N�N GREASE11 22'-6" 25'-6" SEPTIC TANK 22'-7" 20'-1" GREASE TRAP 71'-0" 47'-0" +18.1' a I 111111111111 �, r, SEPTIC TANK 27'-6" 41'-0" LEACH POOL #i 33'-7" 32'-6" SEPTIC TANK 96'-0" 57'-0" 1 i \SV ,• DISTRIBUTION POOL 38'-6" 55'-6" LEACH POOL #2 36'-0" —19'-B" LEACH POOL #1 130'-O" 86'-O" ,r LEACH POOL #1 57'-6" 67'-0" LEACH POOL #2 112'-0" 56'-0" i I in LEACH POOL #2 53'-6" 79'-6" LEACH POOL #3 124'-0" 69•-0" 1 C W ' W1 LEACH POOL #4 127'-0" 53•-0" O O O NW Woo O LEACH POOL #5 161'-0" 95'-0" 00 ; 0``' .00 CO CV INO I (0'_ r_-/' IcpO c- c�i N, odd LEACH POOL #6 146'-O" 90'-0" r i ..o \ O♦ ♦ I n O V V NOTE: ALL TIE DIV1E\ SIONS ARE TO CE\ TER s ;#; ;^ L.P. •• �"'' y r0 r OF POOLS LEACH POOL #7 140'-O" 105'-O" • S.w.L.P. `_ �O #2 I OUT—FALL #1 POLE BARNRAG ` Q D.P. — X LEACH POOL #8 134'-0" 123'-0" I «+AS DRY STORAGE ` i X Q is LEACH POOL #9 120'-0" 93'-0" c I ) T o z LLJ �- 0,S.T. = M z �- G.T. �� I � , 1 O C LEACH POOL #10 11O'-6" 101'-0" 69 S.w.LP, 1 O 1 % a'' -_�_ ` ;- IW Cl- LEACH POOL #11 103'-6" 78'-fi" • �, a ,� tY `? , O �� i S.W.L.P. �\ �" % , __�% i (VINEYARD) I a- �` `- _ 411111111.111 � TIE LOCATION ` ` +o, A" ' ►�^1Y� `/ 1 ASPHALT a LOCATION CONCRETE PATIO '; • 1 1 \ i I AT GRADE 1 I O W F aa,6• ONE STORY i z CV Z CONCRETE BLOCK & FRA E 1 BUILDING ; • ,--- f TASTING ROOM `� I1 wo ` o ; WATER._•-' „ 0.A,-3 a2.5 \ - S.W.L.P. ( � 0w i I I -'UNE o• FINISHED FL EL 17.9' I V 171 b 1 Z ASPHALT • U \ I , z , 1 , . , \` \``�\ CONCFtESEA , O e. c,2.% I S.W.LP. �\ 111111 �` CONCf7EtE W-G-Il• U N 1O W1 1 \ ta.l _I 0 .�— u.:..I I S.W.L. S.W.LP. O 1 ,� \ 7� i C� J W is 4 I S.w.LP• LP. I rTl /� �r(, �C�, N n ! 'LV, V'd1LLlv,,(.../1„, T�\\ `v __ � L.P. 0 . �, n r•--21.0' v. FE LOCATION - _ 0 1� �.� 1;_„w .'..l,i�? k'�j piUONITORINO �• /. 1'- `; L.P. . L.P. GRAVEL .\6:'2:‘1 \�T 4-°(:):7;;;-\'://7. .0'L�t'�`;0 G ,l = TIE LOCATION L.P. #6 1 ...' .c• #�_ OUT-FALL #2 I E` P 1 ♦ L.P. • • 1 G 'SB* •9 I ONE STORY s.,-♦ .-1 o #2 U _ • OUT-FALL #3 I -- tvL S.W.L.P. BRICK, 5TU'.J0 & CO.JCNETE BLOCK ON' ♦... I j T ,r w - BUILDING L.P. L1 ( C) , BREWERY ••••••N Si��' L.P. SwLP i ..'t:''� PRIOCESSING PLANT 7 -'� L P • #8 ... ( 1 O.A.-1 O L.P. CI) • #1 ( 0 ) I-- G i 1 FINII5HED FL. EL. 16.9' ♦-./ #2 G.T. �� • • - - ' 1 J = tqi i 0.4' i ct }pqj (g) CEJ QO I TIE LOCATION -__!_",,.,__ 0 Li I a- 1 I co N I ,,,s , "D" .,�..- 10L.P. 4 9 1— L yV i O .0-) I ..5 •� #11 # _ .,rte +ts.o' w m I O D I EXISTING CAS ` 11 0L.P. M Q In 1 METER #10 'wN C7 • wh _ WO T L,l a L._. �~ AwiER — - VI O is-,,, C I uE IER ,o $.W,LP• lt�� L. LIJ lil U1 D iPOIE TU `�i c' D •I• -I. 1N S.W.L.P. ( �..,, -.----60.....1.0 p C 1CD) ASPH��T Id CC "I 1�n r�fil } +,fi �" 36g,6 ' ���p�VEMENt - - _ O d • NON1TORNO 1 M _ .r•-•' ' O �QnO • w€LLO ' 1 —. Oar .- _• " ' N I�L�• I" +1" TIE LOCATION .+�60 p01� ' ' - - - Q� 1 K.A. I• "E� •t P, ✓ OOF ORI,iE ..........- _..- -0- N (V wcuo i i ......... ........:.........001.......:p:.'76A i; _ mpE4��.q_._• _ .�•- ''' ASPHALT ' • S CURB �� _ _ — — _ _ • — J 1"� 1 S.W-L^P. , CpNCREtE ' Mt ,62' �E �pRON -_,c,s —.— .—•- 1 - _ -=j Q • ..... s T F_ GREEf� PORT HARBOR BREWING COMPANY i :��' -' �,�..•— .••••6"°'..(-777. �1 +'6�_ _�.- 25� — .-• CR .M° „w �/ 57 Zi I 1 '"sem>,'' s4S•39'3 '+ba. _•-•- - nD ( S.R, _ _ _• _ _ - tl� f,- P. O. B 0/� �i SS °"cRE so�'+�u� c �Woe S9 .....•-••...1.----....-......• -'' . 1 RO f”` \\�j jREEl) _•- _ - -.....•.....- �_ 11 GREENPORT, N . Y. 11944 3• _ GASNAIN \\A n1iv UB`1C wAIER 1N 56 a +15.5') _ ...•••"...• ' LL SITE DATA _ .----•-•-•-•-•-.--- 6CIV 1-- _J ES z o -I SITE AREA: 125, 300 S. F. = 2. 8765 ACRES W•A—R—'Ar.—.--- - - m Z is LAT. — 41 . 023N LONG. — . 72. 271 W _ _ _ _ _ — C ,1=1C�1L E 4' RVICES Q _ O �_ o A \ ._ •._ _..._ ...... _• As _ g j LI date: ir' DECEMBER 2011 llnu SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE v� -•:� 1 " r � 4 , SCALE = 30'-0" APPROVAL OF CONSTRUCTED WORKS 1scale: = 30'-o•� . Date AUG 1 4 2014 FI.c. Ref.hyo. CL0""!!-QoO crown Dy: ALL SITE I \ F O R M A TI O N FOV SURVEY BY: The sewage di,pnsai and vaster supply facilities , 4 LJ 1 PECONI C SURVEYORS P. C. �-... z at this location have been i'Tspectad andlor ,„.; certified bythist epc-r nte,other ag4ncies (631) 765-5020 FAX (631) 765- 1797 and found to be satisfactory. Checked b y: o W P.O. BOX 9094 C.W.K. 1230 TRA VELER STREET waiter,).Hiiibert, :� ;.;, project n o: ` Office of Wastewater ,SITE' SOU THOLD N. Y. 11971 Management / , N ,�, N. Y.S. LIC. N0. 49618 1 ;bint�l• r 21106 4 i'-' 41,,,, ". NOTE: THERE ARE NO PRIVATE WELLS WITHIN / 150' OF DESIGNED SYSTEMS sheet # THERE ARE NO WETLANDS OR SURFACE WATER SCHD APPROVAL D 0 WITHIN 300' OF PROPERTY I _ BEY VAP _ drawing title SCHD REF. NO C10 — 11 — 0009 SITE DEVELOPMENT 4.; J ' 3 a SC; \, _ 1000 / 5 01 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I G 17 ISSUES/REVISIONS faiNi 75— ( — 1 I/ igki t` AREA DUPLICATED ON E2 ,...wm t` '3Z7Rz . K ,. -14 ... M %NWr - -- \) • 111, \\I ., rii' 27 2014 L.1_4 \' ''' , , iii yr -a ___ r A 14 J , _r • .....,\ A F Iso ! 0 E z A ... ,.., v., GI GRIST ROOM. Q Omi+ FIRE ALARM LEGEND CI 0 ;PPP 1::99. I-1 1 ©© HORN /STROBE / I • EH HORN /STROBE (EXTERIOR) / / N filo © A STROBE ONLY \ —... GI / � 0 F MANUAL PULL STATION I1 O SMOKE DETECTOR(PE) \ r / 11.111 r OE EXPLOSION PROOF HEAT DETECTOR / \ POI 00G (FIXED TEMP) .... Norrlik OHEAT DETECTOR(FIXED TEMP) 1010" h JAN.09, 2014 • F ❑R RELAY CONTROL POINT / N - - ANN ANNUNCIATOR 7 nem ' PEI ©2012 © FACP FIRE ALARM CONTROL PANEL ALL RIGHTS RESERVED \.) THESE PLANS ARE AN INSTRUMENT OF / NEW BOILER 8'-0" T. lio SERVICE AND ARE THE PROPERTY OF \ /* THE ARCHITECT. INFRINGEMENTS WILL / IA BE PROSECUTED. � �_ __ � ff Ili 111 0 /Mk v S / 0 \ e 0 0 • NW d ,__0 ,_/AO iii iMeli > Alli / -------- ____--- Eini E __ ..S / \ lea Lu i = _ / \ A r �' �� \ -� -_ / ,---- \ 7Fr/ CLIENT/OWNER / / / F FACP \ \ \ / \ 0 J\B ono 1 ' ITCHENETT 0 MO GREENPORT HARBOR A I I ( ( / 1 l ` / \ / \ ` _ / Pm BREWING COMPANY \ / \ \ iii MAIN ROAD (5.R. 25) D 0 \ ■ �- — / ---7 / �i SOUTHOLD, NEW YORK / + / rwii NMI — CCI I — / ' / \ / ..--- ---._ ...---- ----. I 1 / ( I .....,, \ / r....., --N \ ... ..... 7 \ 7 \ 7 \ / \ 1 IOW Wu 0011 \ pj DRAWING TITLE 0(( 0 \ 0 \ ' I .1111 rali / l / l BREW 'S OFFICE \ , _ FIRE ALARM PLANC 0 \ / \ / \ / \ / 0 ./ r'• FIRST FLOOR / SOUTH — rl • T V `POI .sSUPPLIED AND INSTALLED DY: _ - \ el INTELLI-TEC SECURITY SERVICES _ ►..•�l 150 EILEEN WAY, UNIT 2 © F = !SII SYOSSET, NY 1 1 79 1 1 — 516-876-2000 I I _ % www.Intelll-tec.net \I \)1 PSI B sI DATE SCALE ri fIKE ALARM PLA N LOFT / ATTIC WILL CONTAIN : ,� JAN.09, 2014 AS NOTED /�' ISSUE Vir 4 - SMOKE DETECTORS r ` _____,,, \-,A-„C JAN.09, 2014 0 c.• 1 I.GF;'N ( _Alk _ DRAWING NO. .. ,,. ..,.g♦r l✓i Q '"'.asp �', M T fLOOK / SOUTH 1111111111111 I — MORN STROBE h 6 ,r14 t :.. 1!1111111111111" I - FAN SHUT DOWN $ RELAY R = : r.mi 111 11 A 1 . a•M NM Aft VOOF h REF. NO. I015 1 2 3 4 5 6 7 8 9 1 0 11 1 2 1 3 1 4 1 5 I 6 1 7 ISSUES/ REVISIONS ^j lit Ili r• 1� INS K / .1.1..,M r F s Ae „.4, ..., Ilrak FIRE ALARM LEGEND • 1144 HORN / STROBE ID 4111 CI w .24C ©©E HORN / STROBE (EXTERIOR) owl / \\ STROBE ONLY % h F MANUAL PULL STATION • 0 SMOKE DETECTOR (PE) PO Poll Vier OE EXPLOSION PROOF HEAT DETECTOR Pk (FIXED TEMP) PM r�l JULY 25, 2013 O HEAT DETECTOR (FIXED TEMP) rwl111211 PO..• R RELAY CONTROL POINT © © 411 411111JAN. 30, 2013 G JUNE 12, 2012 • ANN ANNUNCIATOR r� ©2012 FACP FIRE ALARM CONTROL PANEL ALL RIGHTS RESERVED -.11 ...4 THESE PLANS ARE AN INSTRUMENT OF '�I SERVICE AND ARE THE PROPERTY OF /i THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. AREA DUFLICAThD O >' I f ,....• .,Cklv \ r •• Ar \.) MEI , W 0 ..,,,,, E.▪.. - . 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I 9 I S I -b 1 LI Z I 1 1 0 1 6 g L. 9 S -b £ Z 1 I 2 3 4 5 G 7 8 9 IO II 12 13 14 15 IG 17 ISSUES/ REVISIONS lit IN. — 7 - r.V I PHASE II 1 K 14 SUBJECT TO APPROVAL BY A5 IIIII M ZONING BOARD Off APPEALS . mosiNNW • c› gitt• Dc)Il J ,..,• FLOOR DRAIN FLOOR DRAINImal oveliM TO olik NoW pl DRYWELL, Irmil II lor NOTE: RECESSED LOADING AREA TO BE PHASE III, -1 / PROVIDE GUARDRAIL. PROCESS • , /� WASTE WATER \� • / p.m, PIE - C . ValElk 411/ TRENCH DRAIN WITH 15'-0" / V A Iml;Top TRAFFIC COVER. • A SEE DETAIL 4 A5 rl®1 JAN. 10, 2013 r Imo A7oboe G / C r DEC.04, 2012 TRUCK LENGTH 55'-0" - BUMPERS (TYP). _ e/- � / JUNE 12, 2012 'FRAME FOR FUTURE COLD Roots I. . GARAGE DOOR. / rPEI ©2012 - C / ' ,.....d01111ALL RIGHTS RESERVED 11 NEW PAVING SLOPE DOWN "/I FT.. FLOOR DRAIN \ NEW PAVING SLOPE DOWN 6%. a THESE PLANS ARE AN INSTRUMENT OF ie.- - SLOPE DOWN. — • • • • SERVICE AND ARE THE PROPERTY OF -wit • /A THE ARCHITECT. INFRINGEMENTS WILL -.4111 FLOOR DRAIN PA BE PROSECUTED. LOADING DOCK PROVIDE D f in LO A D I G DOCK NECESSARY AS A7Ask NECESSARY. ^� C O NEW 6"TH. REINFORCED • CONCRETE SLAB GRADE ON 6" COMPACTED SAN - 5'-0° PROVIDEAUS `�' FOOTING AND FOUNFOUNDA �- WALL TO MIN. 3'-0"BELL NEW CONCRETE -\-- , GRADE ON UNDISTURBEI MSI _ STAIRS PART OF J� NEW CONCRETE REINING - PHASE III. HANDRAIL) WALL WITH GUARD IL. - Co DN rip/-- ll - C ..., E 0 IIPEE imi II 61x49 6 I x49 I I I ~ 'NEW 5=54 5-54 GARAGE DOOR.. r m cn / 5'-0" f CLIENT/ OWNER ___ J ._t __ o o f J .� ft T \ / REMOVE ALL ;1 TING mu_ r m 0 — u� �'---_J L"� HEATING A 'r AUX' 'RY REMOVE EXISTING EQUIPM 2"STAND TM ENCLOSURE. HANDRAIL ■ \ r. PIPE IOW GREENPORT HARBOR 1 in II z r....1 BREWING COMPANY C N E>\/ I C A L 6=x93PEE STORAGE /� s=43 N MAIN ROAD (S.K. 25) , , L NEW 2668 DOOR, SOUTNOLD, NEW YORK lz DCN m STORAGE . PREPARE OPENING AS TRAP IN BOX \ ral 'REPLACE 1111 77/� %////////////////////////A EXISTING —` SKYLIGHT. C ST.S' PPP CLE. REMOVE EXISTING r1=1 Ilillllllllllllilllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll ) BLOCK WALL PATCH rnmPilli i SLAB AS NECESSARY. PO BOTTLING 6"TRENCH DRAIN WITH REMOVABLE COVERS. � PROJECT TITLE o REMOVE EXISTING SUSP ND D CEILING AN r SLOPE ALL SLABS TO DRAIN. II r� 0 REMOVE EXISTING EQUI MENT AND COPJCR 0 PROVIDE 6" COMPACTED SAND AND NEW E RENOVATIONS C REINFORCED CONCRETE SLAB. T 1• AND ADDITIONS 4 Q O O U ch m - SLOPE ALL SLABS TO DRAIN, ~i A 6' .4- z -- � I I I I l l l l I_ I_ f l l V I I I 1 1 1 l l l l l I ii L J II L__ 4r. DRAWING TITLE c_o co 0 6"TRENCH DRAIN WITH REMOVABLE C imy ► :.a r�1 .-^• FIRST FLOOR PLAN / NORTH Iwo WITH PLUMBING THIS AREA 15 NOT OF ROLLUP DOOR ROLLUP DOOR H- C- ROLLUP DOOR ROLLUP DOOR 6 1 x49 15 120W x 109H 1 20W x 109H 120W x 109H 120W x 109H SLIDING GLASS \ 5=52 �_ 1 C� 1 E SEE D RAW I N G A D JAN. I O, 20 1 3 SCALE AS NOTED toopiee7 -\/ NOTE: NEW MECHANICAL ISSUE :\i}‘\1 _____ - - TO BE LOCATED ON ROOF. I-O K CONTINUATION FIRST FLOOR PLAN / NORTH 1 II � �,� "1.1 DRAWING NO, i �f �i7a3 ! I M ` I � '' JAN I0 2013 I EXISTING EXCEPT AS NOTED SCALE: 1/4" = 1'-0" A2 ! ' - , L‘' ,K'''°:;;RC) . 3 n i ° � 1 \\,,Aaies _,,, , , _ i pm \ 1' -! \! Al :A i Pal ... A � 1W ° ii=1 REF. NO. I 2 3 4 5 6 7 8 9 1 0 11 1 2 1 3 1 4 1 5 1 6 1 7 ISSUES/ REVISIONS VI in illi t. K .114 1®1 A (VINEYARD) CO i5' N60'00'0"E 362.43' (DEED) 1 — • — — • — — • — — . — . —N5931'16"E — — — — — — — — — — — —— — — — — — — — 361,77' (ACTUAL — — — — — — — — O I ger "w I I IJ `/ , "F 1 1 I woo sw % 1 . • / s. FI II I 1 S ZZI1 ( W. Ig ON1 Iv,v)O O 00 II • OW h ,---\ 1 GRAVEL •EL.1EL.1 7.8'HOLE I /- --\ 8 I1 =-_ o I \ ,,t,L,n ,,-- I ASPHALT \ ._ POLE I \ \ �,�__ I ��' STEEL O 401 1 rn 1 \\ COfEp LP. I I G NOAo,s0 AREAE S CGQNCRETE F1LLE01 Ir I . L PMASE 111. \\ ONEQ st. 1 D 7 I \\cC cs' F1U-EO) rq CQ L_ 4a.5' 2'.3 r M V Lp`G ER 2Ai JAN.04, 2012 r O TI G\ PHASE I I I -o I— C7 \� E FLOOR ,y `\ • cl 1 I `� ; GAREL 1i.2' a Eq_;; o ONE STORY , c) D , Wn nr , • 1 ' RU ►RES Illy CONCRETE BLOCKiiirli FRAME ©S l 2 I ALL RIGHTS RESERVED i -2 I ,1, \\ '''•.. y �\ BUILDING = I ,, , -i i ```` L. i g 66.8 ,11 HESE PLANS RE N INSTRUMENT OF C \ "6-.1k1-47111- `� ' f GAREGE c,.00R WO , 646 -- coNyr _ SERVICE AND ARE THE PROPERTY OF CD 77 I II \\ m 23.6 N CONCREtE LONG. , r— r 1 �. t h co"CRETE THE ARCHITECT. INFRINGEMENTS WILL 1 4 I j j /yA BE PROSECUTED. i r NEW LOARIN' N /'4' oo -< , D I I / `,\ DOCK@ \ NISD ADDITION TO _ _ 1.2.8 GRADE. 1 RO IN N EXISTING �1 ASPHALT „ \ 1Do 0 0 7 ,� �h�15 AR€A. STRUCTURE /' \_r, �o ID r PhAS ,� Iv • 21.°, 22.2 I 1, I I '/M 1 4 \ `\ /J • I 165 1 • r vwtt`- \ I G4 ___ GR �,-,\ I V ••' I FUTURE SILO. N. I 1 - NEW CONC. SLAB. I 1 ' MIN • ONE STORY 1CO on I r\ 1 �1� AVM ALT CO __ BRICK, STUCCO • SILO DY 1 0 I CONCRETE BLOCKt\ ) E BUILDING 0.2 OTHERS. I , M w�1 - 1 I co co O I G S' GARELE16.9'°R O r, I Z\ HALT ■ O St EER • PSP E DO(.N' ^ \\ CONFER s t K5T\NG l?. Iy1G'''�� r IDI \\ EXlst\NG E ` . it C c I • o--- -"'2 — jcNr MYORA"T CLIENT/OWNER 1111144 ED �I Vv t. �'� �\ POSE .rte p,L) t x ,' ti \ i GONcsSE 6g'9 'CDEED) ASPMAL 0 II 1 I '(y-`�/ // __ FORIDN _. / 369.65 EOGE OF PPVEMENt OM FOOD , .. ' T GREENPORT HARBOR NWS _ 5"GWEL ...... _ . — PGLE Oa (S R 25) —�—_. ›. I I 2 \` POLE �.. ' tOP 08.GRATE 156 BREWING COMPANY I �? 52.3 _ ' 1 �i MAIN ROAD (S.R. 25) CONCRETE CURB APRON I COMMERCIAL BUILDING 1 Ic.,.-":70‘4-6.,,,d `°N�REE w / •POE f 54 ,3so SOUTf-IOLD, NEW YORK I \\_ , 548ROAD 14 1 . ALK \ • _ ' �.. CONCRETE ypEW L_ • - cONCRE1E CORS EE--C) q` [�'i , M 1 IIIc.8.CRATE �g�1C Nj\i A-ER 1N S 1R r .. tOP E`j5g PROJECT TITLE PillSop F ARM C 1 , RENOVATIONS TEST HOLE DATA • AND ADDITIONS 1 � McDONALD GEOSCIENCE • 11 /15/11 �I w DRAWING TITLE (O\NELL1NG) EL. 17.8' DARK BROWN LOAM OL 1' BROWN SILT ML ----� SITE PLAN BROWN SILTY SAND SM 7____-_D L Gln ( 11 �,' �; 0 I, 4 L C \i‘ V SITEPLAN BROWN AND PALE BROWN FINE TO COARSE SAND SW I � B BASED ON DATE SCALE JUNE 1 2, 2012 AS NOTED SURVEY OF PROPERTY EL. 2.2' 15.6' ...-- i AT PECONICBLDG.DEPT. TOWN OF SOUTHOLD ri WATER IN PALE BROWN FINE TO COARSE SAND SW TOWN OFSWTHOLD 0 ISSUE ORA SUFFOLK COUNTY, N.Y. 23' > 11114 DRAWING NO. 1000-75-01-14 BY: PECONIC SURVEYORS, P.C. • , "4' • DATED: DEC.09, 201 I ; . '._�_ 's�,:,:,.&,:r ?� ��.D AR0 (1133 11. SCALE: 1"=30'-0" - .i.::1,..:;.:c,`F i, € Is`D.NSED - -c I.e o T ,;'':7.CT ..CT TO,,qtr TI-:"L ANY Y' p�' <:� AREA=2.8765 ACRES • , _ G I€ & r 2 al \fr' 6 A , *) Fa A is'.°! .:. .sz . iC< /` 0 1114 REF. NO. \ Ll . ,,,51.-- o-- N. \.1 ��,7 • I 2 3 4 5 G 7 8 9 IO II 1 2 1 3 1 4 1 5 I G 1 7 ISSUES/ REVISIONS URE ABOVE. 44 SEEDRAWING A2 REMOVE EXISTING / A7111, WINDOW BLOCK UP �� EOR CONTINUATION . WALL TOMAS NHEC SSARY�� 140,/,..� / NEW 6"TH. REINFORCED K 41 CONCRETE SLAB GRADE LEVEL I 1 ON 6"COMPACTED SAND. 1lull , PROVIDE CONTINUOUS el FOOTING AND FOUNDATION WALL TO MIN. 3'-0"BELOW GRADE ON UNDISTURBED SOIL. e a ..,,,. -,_ NOTE: REMOVE EXISTING MANSARD 1 IM ROOF , SOFFIT etc., REPAIR -.1 _\) PEIJ Om N 5'-0" 28'-0" � STRUCTURE A5 NECESSARY. -\1/4 REMOVE ALL EXISTING m IL ino HEATING AND AUXILIARY • EQUIPMENT. D ,f ,DWI HANDRAIL) I C h E M I CAL 62x93 62x93 ROLLUP(DOOR 106x48 5=43 5=43 120W x 133H Id 188.5 5=40.5 Oil MILL 123 TO TOP OF STORAGE. L NEW 2668 DOOR, PREPARE OPENING AS (254‘-a TRANSOM WINDOWS NECESSARY. TI-115 AREA IS NOTIII -- --''' '/////////////4'////////,/1 OPEN I-1 � GRIST ROOM. I TO THE PUBLIC. t • 7 ..0----- TILE REDUCING I PROVIDE NEW CONCRETE PAD EXHAUST FAN STRIP.(TYP) FLUSH WITH TILE IN THIS AREA, (EXPLOSION PROOF). TROWEL FINISH1.4 REMOVE DOOR 14 REMOVE EXISTING SUSPENDED CEILING AND GRID WORK.. f77///J ,PATCH WALL TO • STORAGE CLOSTES. MATCH EXISTING. REMOVE EXISTING EQUIPMENT AND CONCRETE SLAB. REMOVE WINDOW �`! STORAGE CLOSTES. REMOVE WINDOW \\- IIIPATCH WALL AS PROVIDE 6"COMPACTED SAND AND NEW 6"TH. NEC. TO MATCH // ���� PATCH WALL AS ■ REINFORCED CONCRETE SLAB. EXISTING. NEC. TO MATCH •■ IQ EXISTING. ■ 1®1 in in 6068(PR) MASH TUN mmu G ALIGN OUT SWING ' •: 1� T L -J DUMMY KNOBS • `f i- --JBALL CATCHES. io TRENCH DRAIN WITH REMOVABLE COVERS. • NEW CORRIDOR. TILE STRIP.(TYP)REDUCING \ (TYP) • • \\`\\\ ■ 6068 a HR. r/////1 • 1 -O ■ IS ALL RIG©SRESERVED 0 F.P.S.C. STEEL PROVIDE 2 LAYERS 8"FIRE CODE GYP.BD. ON EA. 61x49 THIS AREA IS NOT OPEN TO THE PUBLIC. DOORS FRAME. SIDE OF STUDS ALL WALLS IN THIS ROOM AS PER PROVIDE SIG : MPL 5 II BCNYS TABLE 720.I (2) ONLY BEYOND' 15 P INT'. THESE PLANS ARE AN INSTRUMENT OF \ 5=52 DETAIL 14-1.3 ■ - SERVICE AND ARE THE PROPERTY OF ■ ■ 'NgTHE ARCHITECT. INFRINGEMENTS WILL KETTLE ■ M BE PROSECUTED. -\)1 II III ■ kit NEW BOILER 8'-0"HT. IIIIIIO ■ ■ vq PROVIDE OPENING t 4/111 BREWING IIREMOVE WINDOW PATCH I 0'-4" ,I, PRE-FAB. ST. STL. I �u ATED PLATFORM IIIWALL AS INDICATED. I FLUE IN EXISTING RO EE II EtZOF DETAIL 5-A7. ■ 4 8 m 40 FLOOR DRAIN-JD iii 11II1 o PROVIDE CERAMIC 5 /////////l7////////// ///I////// t ■• • TILE FLOORING ON • l oC -0 1- THIN SET OVER HANDICAP O� ■ ■ SELF-LEVELING 3068 • PRIVACY LOCK r 1 SHOWER O I ■ ■ ~ UNDERLAYMENT. I CLEAR p ■ ■ v. z SELF CLOSING I CX FLOOR ■ r (ADA). _ _ _ SPACE WHIRLPOO ■iii 114 ° 1127 ii. E I • 111 kg REMOVABLE SECTIONAL ®aZ r CLEAR . ug i PetALUMINUM PIPE RAILING. REEMOVE DOOR PATCH WALL ; ""l T. J ( FLOOR I ® ■ (REMOVE DROP CEILING QmioTO MATCH EXISTING. I ®®®��1`"`}���" I /8 I SPACE _ J ■ INCLUD NG TILES, - D GRID IN - - -- -- -e- -- -- -- -o- -- -- -- - � -- - - - - - • - - - - -- - - -- - - -- -- o- - - - - o lO LAVATORY: L - - - �; (r I : HANGERS, AND - --b 20 MI STANDARD ■ • r CLIENT/OWNER -' `�_ LADDER.-----_____,.. WALL MTID. SINK _ -� _ _ - - _ '1 8 p ■ ■ POURED 0124.02'4 ®�4y I ■ ■ z Fn CONCRETE RECESS NEW 6'TH. REINFORCED POURED CONCRETE SLAB AT 30" BELOW SURROUNDING SLAB. I0. TOILET: 34"H. PLASTIC LAM. • ■ STEPS. ' I AMERICAN STANDARD 34"H. PLASTIC LAM. ■ 0 N�1- ----o COUNTERTOP W. - ■ ■ p ' I CADET FLOWISE RIGHT COUNTERTOP W. REMOVEABLE CABINETS ■ ■ _ `, I I HEIGHT ELONGATED REMOVEABLE CABINETS BELOW ■ • z M.1la GREENPORT HARBOR PRESSURE ASSISTED BELOW ■ a I I TOILET 2,467.100 p MI TUN ■ BREWING COMPANY w I \ I 3O SHOWER:: P ■ • ■ RELIANT3IT385.507Nty r N ■ : MAIN ROAD (S.R. 25) D tn TRIM KIT RI 20 PRESSURE �� KITCHEN' �-p`B• ■ ■ SOUTHOLD, NEW YORK ...--2 DELIVERY/ SHIPPING OFFICE TRIM KIT RI 20 PRESSUREu.1-- -----------,Z0).. ■ v ill �� BALANCE:ROUGH VALVE II II LOSE OPENING E PATCH ■ III ■ t� �� BODY. O ~ O WALL TO MATCH EXISTING. ■ Q O SINKS(2 EA.): t • ?? ELKAY LR�AD252 165 I N ■ O ■ O STAINLESiS STEEL, WITH 0 0 I ��TILE REDUCING ING : u�� 2 ..-----/ ----/ , � ELKAY FALL/CETI LK535GNJ08T6 ■ FIIIIIIIIIIIJIIIIIIIIIIIJII. 11111111 E111111IIIIIIIIIIIIIIIIIIIIIIIIIIHl1N _'1 I �� Illz ■ � III TOP 43' CLG=B I � TRENCH DRAIN WITH REMOVABLE COVERS. \ I I • E (PROJECT TITLE R_ III 77----- • • O 111■ HOT LIQUOR POOL MI Obi RENOVATIONS m „, I IC I wo•• AND ADDITIONS u �i II I i I- BREWERS OFFICE REDUCING IIIAi 1 • in ,....„..-TILE STRIP.(TYP) ■ w DRAWING TITLE / II 6 II o 3 Nip A7 I II ~ OI - REMOVE FLOORING ' FIRST FLOOR PLAN / SOUTH RELOCATE ELECTRICAL -- 41-0" 40'-O" z w `�m N ■ BACK TO SLAB. /PANEL TO THIS LOCATION.�. _j I ■ Imo 70x47 - / CM) �� - - - - -- -°- -- - - - - -O - - \- -- - � -- -- -- --• -- -- -- - -o=,- - - - - -- 0- - - - , m PROVIDE CERAMIC TILE FLOORING ■ 10 5=41.5 L — 1 _ • ON THIN SET OVER SELF-LEVELING _p UNDERLAYMENT. / E5 REMOVE AND RELOCATE 0- 124.5x67 p 99.5x45 1�i ELECTRICAL PANEL. 125.5x67 W 5=42 DATE SCALE 5=61 5=61 0 ROLLUP DOOR 10.5 TO SOFFIT JUNE 12, 2012 AS NOTED 144W x 133H -7/ I / ISSUE Iffieb / V' a DRAWING NO. FIRST FLOOR PLAN / 50UTh I 1 t , NOTE: REMOVE EXISTING MANSARD ROOF , SOFFIT etc. = `.: L" � , r[_'4`us), -c('' ARe'//l • REPAIR STRUCTURE AS NECESSARY. ; !Ms ,:'CT!NG UNDER 1Ha e5 Pi 1.13,gJ \ - EXISTING EXCEPT AS NOTED SCALE: I/4" = 1'-0" A I `(':E;.,,,-;,-10:, F�_,•.: „ �, €s a,� . c� P''' � �,, t to.a , � SED ° pEMI g"-..!.10.i-NTE.CT;TO ALTER ANY ril.:PI ON Trns DRA',"X\IG in :':. Np.' ''N .,,,..,:„.,IX.ANY/:-...THORIZED ' I 14 A F.a. �i.,�, 0 A 11 -?...,:i. .Dy!'1N ' .'�'1'� _<2.- INEW W:'�.�:•:. ¢a...S Ii t ACCC7,DANCE ^._ `�` i i i T !J'V/. �OF • / Cd REF. NO. 1015 I 2 3 4 5 6 7 8 9 IO 11 1 2 1 3 1 4 1 5 I 6 1 7 ISSUES/REVISIONS B 4 A5 to CP NEW FOUNDATION NEW CONCRETE BLOCK AND FRAME NEW CONCRETE BLOCK AND FRAME REMOVE EXISTING to K UNDER NEW EXTERIOR WALL TO MATCH SURROUNDING. 7 WALL TO MATCH SURROUNDING. WINDOWS BLOCK UP WALL, - - A5 NECESSARY TO — N, \ ,7- MATCH EXISTING. et v/- /> /. l////.// //1///A V/////////////1 I (— —1 REMOVE EXISTING • DOOR BLOCK UP AS NECESSARY TO414 T MATCH EXISTING. VI PROVIDE NEW 4"TH. 0 REINFORCED POURED / 1®1J • CONCRETE SLAB ON 3'-4" 4"COMPACTED SAND, LEVEL WITH CONTINUOUS EXISTING SLAB • REINFORCED POURED ADJACENT / CONCRETE FOOTING. NOTE: RECESSED LOADING AREA TO BE PHASE III. �� r REMOVE/ WALLS PATCHTIAS N WALLS NG VPATCH E TIAS • PROVIDE GUARDRAIL. NECESSARY. NECESSARY. a _ C� / _ la H _L �J -- r i L_ _ r J 1 I 1 BUILT-IN SHELVES 1 _ C -------k �- -� • • / REPAIR AND MAKE SMOOTH EXISTING SLAB A5 NECESSARY TRENCH DRAIN WITH f 15'-0" / 15'-O" / \ / TRAFFIC COVER. - ♦\ // A pm -i SEE DETAIL \l‘ / 14 A5 _. ) - PROVIDE NEW FOAM INSULATION ON ALL EXISTING WALLS. Mil TRUCK LENGTH 55'-0" will - BUMPERS (TYP). .... -_I G. w NEW CON CRETE SLAB LEVEL N COLD ROOM WITH FLOORS. Id G C REMOVE CEILING AND ROOF STRUCTURE. ♦ • •NEW PAVING SLOPE DOWN G%. - NEW PAVING SLOPE DOWN 8'%I FT.. EXTEND VNALLS TO 30 ABOVE SLAB WITH 2'k&'FRAMING @ 16"O.C.. __ SLOPE DOWN. FILL WITHFOAM INSULATION, PROVIDE: NEW"FLAT"ROOF STRUCTURE ABOVE. P.m ©2012 a // ALL RIGHTS RESERVED D LOADING DOCK REMOVE EXISTING / A7 THESE PLANS ARE AN INSTRUMENT OF -. LOADING DOCK WINDOW BLOCK UP ....dOill SERVICE AND ARE THE PROPERTY OF C TO M HWALL AS EIXISTINGY�_/J °ligTHE ARCHITECT. INFRINGEMENTS WILL gia / BE PROSECUTED. ,/ NEW C"TH. REIN FORCED lID 1 (1j k CONCRETE SLAB GRADE LEVEL Q ON C" COMPACTED SAND. Cski PROVIDE_ INUOUS 5'-0" / REMOVE WINDOW FILL IN FOOTING ANDFOUNDATION WITH CONCRETE BLOCK TO NEW CONCRETE -- MATCH EXISTING. • STAIRS PART OF� I O'-0" FILL IN WALL TO WALL TO MIN. IST BELOW GRADE ON UNDISTURBED SOIL. NEW CONCRETE RETAINING - PHASE III. HANDRAIL MATCH EXISTING. --\ WALL WITH GUARDRAIL. - inDN NEW 10'WIDE I I'HT. ROLL-UP GARAGE DOOR. NEW I O'WIDE I I'HT, 1 / U � ♦ ///l 7/ S - ROLL-UP GARAGE DOOR. j / MO cit 6 I x49 61 x49 T 5=54 5=54il' REMOVE BLOCK WALL 5,-Oil C AND PROVIDE NEW 0 m CD N i .---,- 28'-O" E \\ _// LINTEL AS NECESSARY. t- z - <II - 2 REMOVE ALL EXISTING in t- &)c: r ` HEATING AND AUXILIARY B: - EQUIPMENT. 0 lx- trl HANDRAIL 0 / %. OD risCLIENT/OWNER C I-1 E M I C A L- II 62x93 t STORAGE /NEW 5=43 p 2668 D0 CD STORAGE °R' GREENPORT HARBOR m PREPARE OPENING AS Ca NECESSARY. BREWING COMPANY REPLACE EXISTING ♦ z T/�i %////////////f/ A MAIN ROAD (5.R. 25) SKYLIGHT. REMOVE EXISTING 1' SOUTHOLD, NEW YORK IirQ BLOCK WALL PATCH SLAB AS MECESSARY. `� G•� BOTTLINGp REMOVE EXISTING SUSPENDED CEILING AND GRID WORK.. WAII U REMOVE EXISTING EQUIPMENT AND CONCRETE SLAB. 0 U PROVIDE 6"COMPACTED SAND AND NEW 6"TH. id PROJECT TITLE z REINFORCED CONCRETE SLAB. r . u m ^ a> , --II L J IIRENOVATIONS (v `ii LJ <n N 0 L J TRENCH DRAIN WITH REMOVABLE COVERS. , AND ADDITIONS V al• DRAWING TITLE ROLLUP DOOR ROLLUP DOOR ROLLUP DOOR ROLLUP DOOR 6 I x49 TI-115 AREA IS NOT OPEN TO T U 120W x 10911 1 20W x 1 09H I tow x I 09H 1 r 120W x I 09H SLIDING GLASS ♦ s=52 ♦ FIRST FLOOR PLAN / NORTH I� 1\) NOTE: NEW MECHANICAL 7 r�� TO BE LOCATED ON ROOF. - U E.5FIRST FLOOR PLAN NORTH �I � DATESCALE SEE DRAWING N G A I JUNE 12, 20 12 AS NOTED EXISTING EXCEPT A5 NOTED SCALE: 1/4" = 1'-0" _ I=0\ / R CONTINUATION . WA ISSUE omMAR. 16 01 ® , 2 2 - t DRAWING NO. -- ET 1.7 t. •,IO z UNLEC x.! i::.': L":L } ,a;'$'� \/ , EF D qRiml M A ; = DIRECTION OF I,t_i=� P' .L, �' ch az AROFfET,'CT TO./.!%' .NY C� ��RT!.QR` �c� ezi > ITEM C?1~31" `:?:e : 1F.. �.m� �� ,�o AtIv m:"%NV ,. °`, :. r :.:7, ,,,", Z REMOVE A f. .T G=R;1.'srn _.; rr � I 4 ., * ALUMNI , :DE SC D ! r. .:f :Ors, x REF. NO. < I0I5 I 2 3 4 5 6 7 8 . 9 10 II 12 13 14 I5 16 17 ISSUES/REVISIONS VI it CP to t... K -IIup • .14 vi I - J ,... REMOVE EXISTING 'MANSARD ROOF'FROM FACADE, PATCH AND REPAIR EXISTING WALL AND WINDOWS PROVIDE NEW BOARD ANDBATTEN • UNDERNEATH A5 NECESSARY. PAINT WITH MASONRY S S PAINT, COLOR TO BE SELECTED. INSTALL PANELS SIDING BY HARDIPLANK ASS SHOWN. ABOVE EXISTING WINDOWS AS PER DETAIL G/A-7. ' , 7 N Z1 00 AZEK DRIP CAP(TYP) 0 044 I® 1 j I REPAIR AND PAINT i I I J PROVIDE NEW PRE-FAES CANOPIES A5 SHOWN EXISTING WINDOWS AND -- II II WALLS AS NECESSARY EXISTING MASONRY WALL TO BE • NEW SILO(S) PROVIDED BY OWNER PATCHED AND REPAIRED AS NECESSARY AND PAINTED WITH MASONRY PAINT .611.111 l Al lai PROPOSED Og G SOUTH SIDE ELEVATIONI zEXISTING EXCEPT AS NOTED SCALE: 1/8" = I'-O" A3j • ©2012 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF 0/®I SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL CQ BE PROSECUTED. i. cp 64• • V Its .3r� r � 1®1 ..„1.4 t Z CLIENT/OWNER II rip GREENPORT HARBOR W BREWING COMPANY 1 1 MAIN ROAD (S.R. 25) D PROVIDE NEW BOARD AND BATTEN 11:4 SOUTHOLD, NEW YORK SIDING BY HARDIPLANK AS SHOWN. Emilie 00 PROJECT TITLE REPAIR AND PAINT EXISTING WI WINDOWS AND WALLS AS EXISTING MASONRY WALL TO BE REPAIR AND PAINT EXISTING NECESSARY 4411144, PATCHED AND REPAIRED A5 WINDOWS AND WALLS A5 NECESSARY AND PAINTED WITH NECESSARY RENOVATIONSCMASONRY PAINT REPAIR AND PAINT EXISTING • AND ADDITIONS WINDOWS AND WALLS AS NECESSARY RIO in DRAWING TITLE REPAIR AND PAINT EXISTING WINDOWS AND WALLS AS NORTH SOUTH Ello NECESSARY ilri 1 RECESSED LOADING AREA TO BE PHASE II 1 PIN PROPOSED ELEVATIONS 5 NORTH SIDE ELEVATIONA3 2� DATE SCALE EXISTING EXCEPT AS NOTED SCALE: 1/8" = I'-0" I JUNE 12, 2012 AS NOTED ISSUE 0 DRAWING NO. WI i'' 13 A.''oLA.T'O"d OF THE L ,a,,...,x .I'::TfI(O UNDER THE4.-"/./-..--i ^C /Tr f� C t f0s) c}` t,LICENSEDc� I.6�c,\CC ITEM CBCs/THIS D A ING IN � \ Q NII A „,,,Y:ifMY AfvV;�'.:.Iwf Onf i:Dq01,-,- i_j‘. 4 11 7..:3.1410': niTUS T EEE CQ \, y-2, r! I ACCORDANCE ` C / REF. NO. V!;71-1 THE LAW. 1015 .I , _ I 2 3 4 5 6 7 8 9 IO 11 12 13 14 15 I G I 7 ISSUES/ REVISIONS fin ta 4P IN. K iltp 1 PEIII et CD . • i I TRIM BOARDS BY HARDIPLANK 4/14 Cift PIM J NEW SIGN BY OTHERS PROVIDE NEW BOARD AND BATTEN SIDING BY HARDIPLANK AS SHOWN. PIIIII GREENPORT HARBOR BREWING CO. NEW SILO(S) PROVID • : OWNER , 01 ' REMOVE EXISTING'MANSARD ROOF' CI FROM FACADE, PATCH AND REPAIR REPAIR AND PAINT EXISTING EXISTING WALL AND WINDOWS WINDOWS AND WALLS AS aNild A UNDERNEATH AS NECESSARY. NECESSARY04 PROVIDE NEW PRE-FAB CAN IES I 1 PAINT WITH MASONRY PAINT, EXISTING MASONRY WALL TO BE PATCHED AND AS A5 SHOWN I I COLOR TO BE SELECTED. NECESSARY AND PAIIRNETED WITH INSTALL PANELS ABOVE EXISTING MASONRY PAINTIiii WINDOWS AS PER DETAIL G/A-7. 11 • . 111111 la NOV GITH.'CONFORM CONCRFTF SLAB GRADr Lrvrl ON G.COMFMCTOT 5AND.Mr DRAWING FORMAL I. .1 LOADING DOCK fc RECESSED LOADING AREA TO BE PHASE II , PROPOSED a EAST SIDE ELEVATIONIA4 iv EXISTING EXCEPT AS NOTED SCALE: I/8" = 1'-0" 04 G L • 14 ©2012 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF '�I SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. lit f O giNt• rr ,,• zrr�� 1� gotEs• E ,.. t . Z CLIENT/OWNER I 020 GREENPORT HARBOR PROVIDE NEW BOARD NEW SIGN BY OTHERS AND BATTEN SIDING BY 14 BREWING COMPANY HARDIPLANK AS SHOWN. GREENPORT HARBOR BREWING CO. MAIN ROAD (S.R. 25) `- J CC SOUTHOLD, NEW YORK REMOVE EXISTING 'MANSARD ROOF FROM FACADE, iigi PATCH AND REPAIR EXISTING WALL UNDERNEATH AS 1 NECESSARY. PAINT WITH MASONRY PAINT, COLOR TO BE SELECTED. REPAIR AND PAINT INSTALL PANELS ABOVE EXISTING WINDOWS AS PER EXISTING WINDOWS AND DETAIL G/A-7. DETAIL C/A 7 2• REPAIR AND PAINT WALLS AS NECESSARY PROVIDE NEW PRE-FAB411 EXISTING WINDOWS AND CANOPIES AS SHOWN I WALLS A5 NECESSARY i I PROJECT TITLE 5 idol RENOVATIONS C U AND ADDITIONS as Os DRAWING TITLE PROPOSED . WEST SIDE ELEVATION EAST WEST EXISTING EXCEPT AS NOTED SCALE: 1/8" = I'-0" A4pm MI ELEVATIONS Cui) R 4 DATE SCALE v JUNE 12, 2012 AS NOTED ISSUE C IT I.?t"•.!.'I,:LP.7.77 r.5 Or THF D ARc mg :,F C�j� DRAWING NO. L"=.r';:C';�,`!!.:r PL;i•.S071, iiii- -� I P; ..clic ARCHITECT, �,J ! _-.I C`�Ada L.^ByC,:6�}.'�:y9�c c:/0 (441 :) F VOT7D,SEALED,,AND 111 A t P) P ANY Fe',i�e y I"4 dGffo4.f�r� Sf1ixG .i3 14 REF. NO. k11,.1a,1 S I 0 I 5 I 2 3 4 5 6 7 8 9 IO 11 1 2 1 3 1 4 1 5 I 6 1 7 ISSUES/ REVISIONS vN b C' t. Ic1....Tr LATERAL STABILITY SCREW mil STRAP OR NOTCHED STRAP BYGDESAGN R(E.QACESID E) ISTUD i CH CO MULTIPLE MEMBERS o AS REQUIRED AT ENDS BAR JOIST It? tl Off OTHERS) liql STRUCTUNDRAL ANGLE AJ MSI ... ANCHOR BOLTS /1. LAP JOINT,core FLUMES . AS REQUIREDOF MACK AS REWIRED IIP �\ �\' ATTACH WiM AT Cgtl�t All BOTTOM TRACK, ✓ it io- mAT CORNER • - ,101 . GAUGE AS as t ' REQUIRED TO All WELD AS =UM t TRANSFER WI LOADS 10 STUD - 1111 III - NOTE SCREWS AS REQUIRED TRAM �, OA Strap forces may require additional stiffening of the bottom track or structural angle. NOTE:ALIGN BAR JOIST OVER STUD la 13 BAR JOIST OVER STUD LOAD SEARING WALL 15 EXTERIOR CORNER TIE Sketch \ �" �DUCKS 'CORNER • Not To ScalePm Wall 3ro% cing Details a Typical ra tig G vo REV. FEB 2, 2012 • • IQ ©20I2 012, ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF Oil SERVICE AND ARE THE PROPERTY OF 1l THE ARCHITECT. INFRINGEMENTS WILL 04 BE PROSECUTED. , 24'2"LIGHTWEIGHT CONCRETE ON 2472" LIGHTWEIGHT CONCRETE ON TYPE F INTERMEDIATE RIB METAL TYPE F EPDM ROOF OVER ROOF DECK EPDM ROOF OVER ROOF DECK MEDIATE RIB METAL 0 • / 0 _ SLOPED RIGID INSULATION SLOPED RIGID INSULATION gZ _ \ \ -01 • :: * . Allik / � 18"H. OPEN WEB STEEL II JOISTS @ I G"o.c. 18 H. OPEN WEB STEEL ill g ill JOISTS @ 16110.C. E E :,.,: :: ,-.4: Z 4 2'x8"STEEL STUDS @ 2'x8"STEEL STUDS @ : Z CLIENT/OWNER 1G"0.C., I8' H. I G"O.C., I H. BRACE AS NECESSARY BRACE AS NECESSARYItSC E. A5 PER MANUFACTURERS AS PER MEN OF ONS�R'S RECOMMENDATIONSo COLD ROOM AND SPECIFICATIONS e COLD ROOM AND SPECIFICATIONS GREENPORT HARBOR E. BREWING COMPANY • EXTERIOR GRADE GYP. BD. o Q MAIN ROAD (S.R. 25) D SHEATHING(TYP.) E = m REMOVE CEILING AND ROOF STRUCTURE. Q m' i REMOVE CEILING AND ROOF STRUCTURE. SOUTHOLD, NEW YORK EXTEND WALLS TO 30'ABOVE SLAB WITH 2'x8"FRAMING @ I G"O.C.. O Z? ? EXTEND WALLS TO 30'ABOVE SLAB WITH 2x8"FRAMING @ I G'O.C.. E= BOTTOM TRACK FILL WITH FOAM INSULATION. BOTTOM TRACK m BOTTOM TRACK FILL WITH FOAM INSULATION. BOTTOM TRACK p E ,,�\ PROVIDE NEW"FLAT" ROOF STRUCTURE ABOVE. �,� i• �-S PROVIDE NEW"FLAT"ROOF STRUCTURE ABOVE. PO j ADDITIONAL ADDITIONAL A ADDITIONAL CONCRETE BLOCK. CONCRETE BLOCK. TO 13'-4" . 0 �'0 CONCRETE BLOCK. 2 IN HEIGHT(TYPICAL) TIONAL ,4 r m j A CONICRETE BLOCK. TO 13'-G" %F i �. �' �� IN HEIGHT(TYPICAL) ,I PROVIDE#5 REBAR(VERTICAL) ! \ PROVIDE #5 REBAR(VERTICAL) %%id 0 PROJECT TITLE I THRU EVERY OTHER OPEN CELL �.! I THRU EVERY OTHER OPEN CELL (/ ISI 1 OF CONCRETE BLOCK. FILL I I OF CONCRETE BLOCK. FILL r'0 CELLS WITH MORTAR. -t- j CELLS WITH MORTAR. 14%, RENOVATIONS C G" POURED CONC. • N T ADDITIONS SLAB LOADING • u°. I V DOCK, REMOVED WINDOWS AS - Q 1 I • REINFORCED WITH PROVIDE BLOCK IN-FILL AT _ > IOil SLOPE DN. GxG/I Ox I O INDICATED ON PLAN I DRAWING TITLE I -.4.-- I •` WELDED WIRE I 1/8"/FT. MESH.-7EXISTING SLAB REPAIR I EXISTING SLAB REPAIR AS NECESSARY. I AS NECESSARY. Fa 151-0" ///_ OLATION ! E COLD ROOM SECTIONS I JOINT ! MEI \ III la I Iv ! I 5 \ I NOTE: ADD 12"FOOTING ON EACH NOTE: ADD 12"FOOTING ON EACH I �� G COMPACTED SITE OIF EXISTING FOOTING. " " - �PROVIDE 12"#5 REBAR EPDXIED INTO n � \ -I � SITE OF EXISTING FOOTING. I DATE0 SCALE 12, 201 2 SCALE AS NOTED SUB STRATE, l PROVIDE 12 #5 REBAR EPDXIED INTO EXISTINIG FOOTING @1G"O.C. AS EXISTING FOOTING @ I G O.C. AS SHOWN. SHOWN. ISSUE ® MAR, 1G, 2012 DRAWING NO. iS VIOL:iloysTION OF THE c FDF{r * MI _\W FOR APERSON, \��„ ' UNLESS ESS ACING UNDER THE ,- <<c� ��a� ► �� >�� 004 0 • SECTION COLD ROOM B �3Rm�CTIOi`sEA LICENSED "" 2 Q`� �' '�-.t 9 2 VSECTION COLD ROOM CADA " rHaCTOAEANY a� IEXIISTING EXCEPT A5 NOTED SCALE: 1/4" = 1'-0" STl Q� EXISTING EXCEPT AS NOTED SCALE: I/4" = ,'-o" A2 ^r3vv^rA�rAr��YAJTHORtZED :' 0 ALTERATION MUST 6E \iVI1404 ;.< M A ='OTtD,SEALED,AND ,0e. `` M�s1O SCR'.L'ED IN ACCORDANCE r y P WITH THE LAW. .. 0 REF. NO. i' 1015 1 2 3 4 5 6 7 8 9 10 1 1 1 2 13 14 1 5 16 . 1 7 ISSUES/ REVISIONS Ckt tie cFP tg• K,,, ALUM . PARAPET CAP g' I= eit c r li IRUBBER FASTENING STRIP o I 11I U II ii ;; FULLY ADHERED EPDM ROOF MEMBRANE 411 l i ;; ATTACHED TO RIGID INSULATION WITH Poi 0 I i; APPROVED BONDING ADHESIVE v L�. 1111 • WI 1 gd IIII vv' c o Q. p • p ' a • /./ 11U o aral Wahh._ , • ...... v-, • • I-1 WIPP' I • I • I _I I I c) F 00 N a• I! ALUMINUM SCUPPER411.1 pa (TYPICAL) — 114 G SLOPE DOWN SLOPE DOWN ] cup REV. FEB 2, 2012 • I x fall12 ®® ALL RIG©S RESERVED THESE PLANS ARE AN INSTRUMENT OF 0SERVICE AND ARE THE PROPERTY OF 9 O, THE ARCHITECT. INFRINGEMENTS WILL COLD ROOM PARAPET DETAIL 1 �r BE PROSECUTED. F SCALE: 3" = I'O" A2} o Lu • U-1 • t O O 0 E zaU a_ N 0 o iim N co= o l / cos, E i i E ...... ....... _.... _ ul 1 1 t _ SLOPE DOWN SLOPE D WATER CUTOFF MASTIC 1 y CLIENT/OWNER i ' I SCUPPER BLOCKING L, MEI GREENPORT HARBOR O 0 _. _,__.__ W CA BREWING COMPANY 0 0 -___.__.__._c..-. ..,...-,:-..,=-..=.-:=:_-:.:-.__ ________=_____=_=___=__--- ------ ------ ------ -------------- -- ---- ---- --- - �► MAIN ROAD (5.R. 25) D tr) 1:14 SOUTHOLD, NEW YORK / W Mi Eari ee vQ p C Q' p pa d • p a • Cil Q • pIVIP ti PROJECT TITLE ROOM I I I I I ROOF PLAN / COLD ! RENOVATIONS C SCALE: I/4" = 1'-0" A6 L• AND ADDITIONS \ / t DRAWING TITLE W COLD ROOM ROOF PLAN MPril AND DETAILS NCI ig ' 5 DATE SCALE JUNE 12, 2012 AS NOTED ISSUE COLD ROOM PARAPET DETAIL2 c DRAWING NO. AT SCUPPER SCALE: 3" = 1'O A2 CcA� L'�{�c' IT IS!'.\' a�E_1`-.T N C7;'"TAL CO.,c:50- '1 A mm; L'ttAilfE.�F� OP.1,7\�:' F6:F;;0NI, & ' C< °,'.� III\ b I.i:v L0...a7 :'arw!"I P,",v: �;! £..1 TIM 2��he .2IIIII G i LCT`I )`7 c A.LIC/:.3'd LTJ ►i� og (TM w,r.:O;d THIS D h, Thi Ai)Y e7A..`r ANY aced i '.I \147:0.4 QE Oa A ALTEPATg7,'N MUST r7: NOTED,s` `F REF. NO. LC F:f S NC vP/:TH EL LAW, ,..; :8, / •,*.. 10 15 I 2 3 4 5 6 7 8 9 10 I I 1 2 13 I 4 15 I 6 17 ISSUES/ REVISIONS Ni 1P L`s it tii. REMOVABLE GENERAL NOTES tv° K ALUMINUM PIPE ISOLATION JOINT MISC. GENERAL NOTES ELECTRICAL IZAILNG. p 6"CONC. SLAB Pool #5 CONTINUOUS A REINFORCED WITH I. THIS PROJECT IS CONSTRUCTION OF RENOVATIONS AND ADDITIONS TO AN EXISTING I. FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT, COMMERCIAL STRUCTURE CLASSIFIED AS AT LEAST TYPE II,BASED ON VISUAL INSPECTION. TOOLS,AND SERVICES NECESSARY AND REQUIRED FOR 'r REINFORCING RODS. i 6x6/i Ox I O WELDED I 2II RIGID FOAM I NSUL. 2. THE HEIGHT OF THIS BUILDING AS DEFINED BY THE BUILDING PROPER AND COMPLETE INSTALLATION OF ALL NEWCD IRE ME CODE NEW YORK STATE VARIES AS INDICATED ON THE DRAWING. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, ,may BUT NOT LIMITED TO:CONNECTIONS TO PREVIOUSLY ACRYLIC STUCCO, SMOOTH , THE ZDPANCY©F THIS BUILDIR 1M LL BEf-4(FACTORYI(15IJSTRIAL LOW HAZARD). INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, //- [4. THE 5 LJARE FOOTAGE OF THE BUILDING IS 10,189 9Q.PTTAii ON GROUND FLOOR. SERVICES, FEEDERS,DISTRIBUTION AND PROTECTION 0 EQUIPMENT,CONNECTIONS TO APPLIANCES, IIIIIIIM H ARDI PLANK CLAPBOARD, G'I EXPOSURE 5. DESIGN LOAD CALCULATION ARE BASED ON: GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND LIVE LOAD:AS PER TABLE 1607.I,BUILDING CODE OF NEW YORK STATE. DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN I 411 DEAD LOAD:CALCULATED AS PER WEIGHT. ON THE APPLICABLE DRAWINGS AND AS NORMALLY �y CO SNOW LOAD:20 PSI GROUND SNOW LOAD(AS PER FIG. 1608.2 BCNYS. SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING V' G"II COMPACTED SEISMIC DESIGN CATAGORY B. CONNECTIONS TO PREVIOUSLY INSTALLEDill ISOLATION J•NT WIND UPLIFT AND EXPOSURE CATAGORY 'C", FOR 120 MPH 3 SECOND GUST. TRANSFORMERS AND ELECTRICAL DITRIBUTION SAND. SYSTEMS. CID CD LOCATION LIVE DEAD DEFLECT LIMIT 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OFJ #5 STEEL I st R. 125 LB 12 U360 THE 2010 ELECTRICAL CODE OF NEW YORK STATE,THE 1� REINFORCING I II X 411 FULL CEMENTITIOUS RooF 20 LB.GROUND SNOW 15 LB. U360 NATIONAL ELECTRICAL CODE,NFPA NO,70-1984(NEC), WI RODS. LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND TRIM BOARD C. THE ARCHITECT ASSUMES NO RESPOSIBILITY FOR.THE CONSTRUCTION MANUFACTURERS'HEALTF CAT ASSOCIATION SNATIONAL MA)ELEAND AL O MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR (NEMA)AND ANY OTHER SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. APPLICABLE CODES. IN THE EVENT OF CONFLICT,THEMORE STRINGENT REQUIREMENTS WILL APPLY. • C9 THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBIUTY OF FITNESS 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE BEAR THE UNDERWRITERS LABORATORIES,INC.IABLEL I'-8" PLANS. AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH PLANS. / 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. THEY WILL BE INSTALLED. 6"COMPACTED DO NOT SCALE DRAWINGS.FOLLOW DIMENSIONS ONLY. 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BEid SAND. EXTERIOR WALL r A N E L DETAIL 8. CONTRACTORS)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT PERFORMED BY OR UNDER THE SUPERVISION OF A SHOWN,LISTED,OR DESCRIBED ON THESE DRAWINGS SUBJECT TO PROPERLY LICENSED MASTER ELECTRICIAN. �/ QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS NOTED. CONTRACTOR 5. THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO ALL PERMITS,LICENSES AND INSPECTIONS AS REQUIREDWI SCALE: 3" = I'o" A4 COMPLETE THE WORK. BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES,AND 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH ANY OTHER APPLICABLE JURISDICTION. MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. 6. CARBON MONOXIDE DETECTORS SHALLBE DIRECTLY 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS CONNECTED TO THE LIGHTING CIRCUITS WITH NO F DETAIL 3 AND CERTIFICATE OF OCCUPANCY. NING WALL SWITCH. LINE CORD-CONNECTED, DIRECT INTERVEPLUG-N,AND BATTERY POWERED ALARMS ARE DEMOLITION NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON A 2 EACH LEVEL ON WHICH SLEEPING QUARTERS ARE SCALE: 1/2" = I'-0" I. CONTRACTOR SHALL DEMOLISH EXISTING WALLS AND EXISTING ROOF LOCATED. AS INDICATED ON DRAWING. 7. SMOKE DETECTORS IN CONFORMANCE WITH THE • 2. CONTRACTOR SHALL IXC ALL PATCHING REQUIRED DUE TO REMOVAL ELECTRICAL CODE OF NEW YORK STATE AND THE OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. BUILDING CODE OF NEW YORK STATE. 3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELYAS POSSIBLE UNLESS OTHERWISE NOTED. F 4. EXISITNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED A5 NECESSARY DURING DEMOLITION AND CONSTRUCTION. 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL 2 , NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL OR CAPPING OF EQUIPMENT AS NECESSARY. FOUNDATIONS ; I. ASSUMED SOIL BEARING CAPACITY.2,000 Ib./51.Ft(PER TABLE 1804.2 BCNYS. 14 2. CONCRETE TO BE 3,000 psi.-28 DAY TEST. WI 3. ALL FOOTINGS TO REST ON 12'BELOW VIRGIN,UNDISTURBED SOIL. ^ 4. CONTRACTOR TO PROVIDE SLUMP TEST WITH SLUMP OF 3'TO 6'. /V' GENERAL CONSTRUCTION I. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND 0,1 SERVICES NECESSARY TO COMPLETE ALL WOOD,PLASTIC AND METAL WORK REQUIRED REV. FEB 2, 2012 BY THE DRAWINGS AS SPECIFIED HEREIN,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2. FASCIAS,SOFFITS AND EXTERIOR TRIM AS INDICATED ON DRAWING. • 3. INTERIOR TRIM AS INDICATED ON DRAWING. 4. FRAMING ELEMENTS: A. ALL FRAMING SHALL BE METAL STUDS AS INDICATED ON DRAWING. ©20 12 r; r COUNTER FLASHING BASE FLASHING B ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. ALL RIGHTS RESERVED C ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE I, 3/4"MIN.THICKNESS. D NAIUNG SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM. THESE PLANS ARE AN INSTRUMENT OF ALL 2"x6"STUDS SHALL RECEIVE 5 IOd NAILS AT SILL AND PLATE. 1E4 SERVICE AND ARE THE PROPERTY OF ALL EXTERIOR NAILS SHALL BE GALVANIZED. AIR VENT- r E PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES THE ARCHITECT. INFRINGEMENTS WILL AND Gd NAILS @ 1 2"O.C. INTERMEDIATE. BE PROSECUTED. F ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. G ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH `� .... . .... •'' � i.' • GALVANIZEDHURRICANETYPECONNECTORS BY"SIMPSON'ORAPPROVED` EQUAL FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT ALL O PERIMETER JOISTS TO GIRDER CONNECTIONS. ROOF 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS. r INSULATED THIMBLE CONSTRUCTION 6. PROVIDE 7/I 6" TH.PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND DOORS.PANELS TO BE LABELED FOR EACH OPENING.PROVIDE FASTENERS IN ACCORDANCE WITH TABLE 1609.1.4 BLDG.CODE OF NEW YORK STATE. • 7. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 8. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED MEMBRANE. 9. FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS 6 AND CRICKETS SHALL BE ALUMINUM. 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS BOILER AND K E T T VENT OF SLOPED AND VERTICAL SURFACES,EXCEPT STEP SW1 FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CHIMNEY,AND ROOF AND WALLS. - I I. INSULATION SHALL BE BATT INSULATION OF THICKNESS �--J STACK DETAIL INDICATED ON THE DRAWINGS AND SHALL BE 2T/E1b. C DENSITY FIBER GLASS CONFORMING TO THE ` C SCALE: NTS SPECIFICATIONS FOR PRE-FORMED FIBROUS GLASS �1 INSULATION. NAAMM STANDARD SI, I b-70. Al12. INTERIOR DOORS SHALL MATCH EXISTING. C H M N EY AT ROOF OPENING 13.NEW HARDWARE SHALL MATCH EXISTING. (ZERO CLEARANCE) 4. BOARD SHALL EASED EDGE TYPE, • C CONFORMING TO ASTM C36,AND SHALL BE "SHEETROCK SW'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 1/2" 17.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED CLIENT/OWNER AND SPACKLED THREE(3)COATS.ALL EXTERIOR CORNERS SHALL HAVE METAL CORNER BEADS. FINISHES I� I. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS col; HARBOR AND INSTALLED WITH THIN SET ADHESIVE. WI "'V/ 2. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL,APPLIED IN ACCORDANCE BREWING COMPANY WITH MANUFACTURERS SPECIFICATIONS AND EJ RECOMMENDATIONS. COOR AND CEILINGS SELECTED. MAIN ROAD (S.R. 25) 3. EXISTING INTERIOR WALLS AND CEILINGS SHALL BE CLEANEDL. AND REPAINTED. NEW WALLS AND CEILINGS SOUTHOLD, NEW YORK QC SHALL BE SEALED AND PAINTED.pAINTING SHALL PI TWO04 (2)COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, 1 I COLOR TO BE SELECTED, 5'-0" 15'-O" / 4. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, AND FINISHED WITH TWO(2)COATS BENJAMIN MOORECZ LATEX ACRYLIC SEMI-GLOSS PAINT. EMI 2 ISOLATION JOINT HVAC I. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, A EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES _k \ AS REQUIRED BY THE DRAWINGS AS SPECIFIED BY OTHERS, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE PROJECT TITLE PROVIDE BUMPERS.��_ . THE WORK. c / I I I I 1 'I I 1 PLUMBING ,,,,...; I. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, WEI EUIPMENT,AND SERVICES NECESSARY TO COMPLETE ALL 6"REINFORCED CONCRETE SLAB NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS 6"COMPACTED CRUSHED COMPACTED SUB STRAYS. SPECIFIED BY OTHERS,OK REASONABLY IMPLIED AS RENOVATIONS CONCRETE. v I 2. ANLLFFIIXTURES,SARY OFAUOCETS,,ACCESSSOORES,ETC.SHALL • AND ADDITIONS TRENCH DRAIN WITH CONFORM TO THE NEW YORK STATE ENVIRONMENTAL ' ` CNSERVATION LAW WITH REGARDS TO WATER SAVING v TRAFFIC COVER. AND CONSEVATION. ALL FIXTURES SHALL BE ON THE • ISOLATION JOINT APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING11111 FIXTURES"AS PUBLISHED BY THE NEW YORK STATE 6`� SLOPE. SLOPE 8"/I FT. EXISTING BUILDING. DEPARTMENT OF ENVIRONMENTAL CONSERVATION. w DRAWING TITLE 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE Trow.....,_ , .., ■ PERFORMED BY OR UNDER THE SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON t LD. tiyy��yyyy��y �,N _ "y COMPLETION,THE PLUMBER SHALL PROVIDE A SOLDER DETAILS `� AN:•• SII'Am... 'IiiSP!At Nj�w Nj �1j ,04 1 ��1S OI E Ij �j •_ -•"-' •-.••-y•�_•-•`•-•_-••"�»."�M."_•."_-." PSI CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOO 4. THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR 1'-0" ALL PERMITS,CERTIFICATIONS,LICENSES AND MI GENERAL NOTES / / INSPECTIONS ASS REQUIRED BY LOCAL,STATE,AND FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLEFll 4:'e f^ne a, JURISDICTION. rr T,ON D:F Td; E.5 /0 L4 1` t �,"t i0''+ 1 A? �:Qe�g�l-[J .. DATE SCALE 0 / 0 fi'L `°° "°' �' � '( JUNE 12, 2012 AS NOTED �< -\- -\- CLIMATIC AND GEOGRAPHIC CRITERIA !I E!',11 :TEC, T�? ,:i-F uA , GIP•" TH:;?. :,.::L ,a IS GROUND SNOW LOAD 20 PGF '"� �r'"*' '�`Y T( D'12"Na ISSUE I 2'-0" I (PER FIG. 1 608.2 BCNYS) , / WIND SPEED 120 MPH (PER FIG. 1609 BCNYS) �' A' ,TICY r.ii a '�� :•,:': _-)' ,OEM.5..`), 'iD Allek SEISMIC DESIGN CATAGORY SEE DRAWINGS. z,r. .`,.., p_ ry ,7a'� FLOOD ZONE N/A (PER FEMA MAP) '2'.' •!- ' ,:,.` DRAWING NO. FROST LINE DEPTH 36" M DETAILC6\4-72) DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) �,� ti,. 11311 f FtF D ARS SCALE: I/2" = I'-0" MANUFACTURING (LIGHT) 125 PSIo�\ --\11.BA T (PER TABLE I607.I BCNYS) 4O ��' OFFICES 50 PSI (PER TABLE 1607.I BCNYS) ` °- gc> I 10.,N,.-.„ --,,,,, -,, •• 0 1Z 6 ) ;ir4 A i 12:1 \ 1 A 4- 11/14 VW / C REF. NO. - =- 1015 2 3 4 5 6 7 8 9 1 0 11 1 2 1 3 1 4 1 5 I 6 7 ISSUES/ REVISIONS 6191 ,llt te ill t K .0 REPAIR AND MAKE SMOOTH EXISTING SLAB AS NECESSARY NOTE: REMOVE EXISTING MANSARD I az ROOF , SOFFIT etc., REPAIR u_ in STRUCTURE AS NECESSARY. —\ et 0 m t9 N 404 11 mu. 0 7 • la££I XM0ZI 111 £b=S £t7=S ?1004 dn11021 w gill £6XZ9 £6XZ9 8�9OS SMOdNIM WOSNddlCit dod01o1 £ZI I- S881MN JU M1 • 01 0 _A 7 01 o II x U u -o IQREMOVE SLAB IN THIS AREA PREP FOR NEWin S 1.1 r---1 SLAB. SEE DWG A- I FOR INFO, TRENCH FOR I I NEW DRAIN PIPES (SEE ENGINEERS DWG'S N 0 n • m L__J FOR INFO. [ E'n p il r— —1 III kul o1 J LJ III G 1 III I I J O ZS=S r, O- Wall s I 6bX 19 �_ 0 G N clips — r �---- O _. REMOVE EXISTING SUSPENDED CEILING AND ---� C 0�=s 3- a REV. FEB 2, 2012 GRID WORK.. 'i7XZg • �i ©2012 o n�.j REMOVE DROP CEILING etc... ALL RIGHTS RESERVED _ • ct) O U THESE PLANS ARE AN INSTRUMENT OF o m Lc)to O . SERVICE AND ARE THE PROPERTY OF n- 3 tri-'I THE ARCHITECT. INFRINGEMENTS WILL Oi r— cfi 0 BE PROSECUTED. w ^ II II I1 I I ___J O I C ,7 r, r__� C I I I I REMOVE FLOORING etc... REMOVE SLAB IN THIS AREA PREP FOR NEW - I -----1I • SLAB. SEE DWG A- I FOR INFO, TRENCH FOR En _I r----7 I NEW DRAIN PIPES (SEE ENGINEERS DWG"S - i i I FOR INFO. a m W _ isl .0100 E o du to Io 164 CLIENT/OWNER 0 II elz I- ��o �iI En CZ 0 = I L * GREENPORT HARBOR Fo CO BREWING COMPANY II - _ NEXCAVATE AND PREP FOR NEW I 151 ��£bd012131NfOC RECCESSED SLAB. SEE DWG A- I FOR MAIN ROAD (S.R. 25) D L. — — INFO. r . SOUTHOLD, NEW YORK v4 Emile--1 f- 1 _L._ I:1 I 0 IA I) N i _ �` PROJECT TITLE II / o oC �t 11 , ' Z 1-(i)(r) ii " / RENOVATIONS C o m 1co5 AND ADDITIONS 19=s L9X5'SZ I – ' / I9=s • L9XG i I llddOs 01 6'O I / 01 _ Zb=s 1�1 • la££II X MP1 I SbXS'66 / ^ DRAWING TITLE 1 21ooa dnilo?1 r / P1 _ l I / W DEMOLITION PLAN L [mi 1.0 cm INDICATES WALLS TO BE DEMOLISHED NOTE: REMOVE EXISTING MANSARD ROOF , SOFFIT etc. c„, 15REPAIR STRUCTURE AS NECESSARY. 0 DATE SCALE INDICATES EXISTING WALLS TO REMAIN JUNE 12, 201 2 AS NOTED MRST FLOOR DEMOLITION PLAN 0 ISSUE \�� RrC�� L DRAWING NO. D I iT c^ g 1fa�.a w :-efi T:!II *C.' , C','. g, kTI. R 6j� • I,.�`.�."� FON ANY PERSON, `C 4 O � r� �r -k II = I II �l"•%._ `.�',E..t t et.':d �ls.o.Jc_:2 THE - ?' SCALE• I /4 I -0 1,,,,,C1'.:7-:CT,TO it n a..7a ANY � '`+ _q ...- . IID II :_.�.':,C;N ;!!S t .„`,`,,rE= Ise �"� lall A :,'„i-:::;;:fl0:; !',':UST E,E rrLFCRT.7,0 INE r DA*' �. _:. t`.. CC��ts::��,Clr g4REF. NO. '"717-1P°',.i.!`t,”. t2,21, 1 0 15 I 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 I 6 1 7 . ISSUES/ REVISIONS 44 1f tv CP REMOVE EXISTING ;o lc WINDOWS TO BE VI BLOCKED UP. 1.499 X M96 H -' CO et JOoa dn-no S'L I=S S'L I=5 • 9LX09 9L.09 • REMOVE EXISTING DOOR TO BE T BLOCKED UP. 914 VI EXCAVATE FOR NEW . C3 I ~ v • . FOUNDATION AS o ^+ SHOWN ON DWG I -A2. \,1N a J J • U ez WI REMOVE EXISTING REMOVE EXISTING WALLS PATCH ASC\J -\ isWALLS PATCh AS NECESSARY. \-...,,,,,„:....j - NECESSARY. N 1114 G Al HG NI-llln9 bSX 19 \ / / • •, • / PO 0 , I All CS tc) REMOVE EXISTING ROOF STRUCTURE. gd Gv." _ ,n REV. FEB 2, 2012 N o • c9 U a_ az Fai ©2012 REMOVE EXISTING 011,iALL RIGHTS RESERVED fWINDOWS TO BE 111144THESE PLANS ARE AN INSTRUMENT OF BLOCKED UP. �I SERVICE AND ARE ThE PROPERTY OF ThE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. Lep f O =... NI • REMOVE BLOCK WALL REMOVE BLOCK WALL • REMOVE EXISTING AS NEC, FOR IOW AS NEC. FOR IOW WINDOWS TO BEGARAGE DOOR. BLOCKED UP. - GARAGE DOOR. • �. ---3 ----u pleg REPAIR AND MAKE SMOOTH EXISTING SLAB AS NECESSARY w in lai 0 m - a \\ I--7 j co o6 0 giloing E m � o In .1- I X II WI CLIENT/OWNER -U tv•=•G S 4 £6XZ9 £E z is' ON GREENPORT HARBOR BREWING COMPANY r Q MAIN ROAD (S.R. 25) D REMOVE EXISTING - 0 SOUTHOLD, NEW YORK BLOCK.WALL PATChiw - SLAB AS NECESSARY. N, A EmI II o REMOVE SLAB IN THIS AREA PREP FOR NEW r——-i SLAB. SEE DWG A- I FOR INFO, TRENCH FOR gd PROJECT TITLE • II NEW DRAIN PIPES (SEE ENGINEERS DWG'S m L L_ _J FOR INFO. ,_;lift II 2 r I %4*,,, RENOVATIONS C 0 IF j 0 L. U J AND ADDITIONS LJ , DRAWING TITLE ES=G N60I X MOZI I-160 I X MOZ I u601 X MOZ I N601 X MOZ I r SSh19 0NICI1G �? 6bX 19 ["1 *ooa dni o,� �ooa dnin 'oOoa dm1o� *ooa dmno� L DEMOLITION PLAN Emil REMOVE EXISTING SUSPENDED CEII MN L GRID WORK.. ;11; 5 DATE SCALE T I O N LA N I C IUNAS NOTED fIRST F 0 E M O L NDICATES WALLS TO BE DEMOLIShED § 5 - 0 ISSJs 12, 201 2 q3i- I INDICATES EXISTING WALLS TO REMAIN " NWO - — DRAWING NO. SCALE: I /4.. = I '-0" /"e.��t04 a" t._, e4 , .. . , _ �..:.hr;'}=_I� QO;;_� _ • .rte \` ltlg [ID 2:::, • ' FiEl ' - ,,,_ A . ..i:7E1;-:i:,,..:;-: :";: :;:t' F'17i :± ;_ ..ACCI. .., C, /•, REF. NO. tj-1=t 101 5 I 2 3 4 5 G 7 8 9 IO II 1 2 1 3 1 4 1 5 I 6 I 7 ISSUES/REVISIONS eki 119 tis — q I.. 'L... K ,ii \,/ . p.. 404 Q 0 0 • \) "III �— _ s:Th: Wit J / Pleat• 490%. 00% • • 0 CD0.1 7 ria 7,.. •,,, • ; 1614 /:\ Nk.ti • %dif ON 17 g4 G NEW BOILER 8'-0"HT. / • }WP _1/P 11 N /•, ©2012 \/ J �i ALL RIGHTS RESERVED III THESE PLANS ARE AN INSTRUMENT OF O1 SERVICE AND ARE THE PROPERTY OF met THE ARCHITECT. INFRINGEMENTS WILL WP ,_WF' �� / \ M BE PROSECUTED. --(;)- / pa \ 0 (C. 6 I 0 -(:)'- z ti d 0 s,,, \ / • ug WP WP rr 1`,l N 8 %•i • NMI Ili*?) ,---- ----- • • • • _ 7 WA Z /7 . N / I scillill E 7 \ 77 / ( \ I I I / \ I \ I \ / \ I ,..it,„, .,....... ____ 4 4 CLIENT/OWNER \ / \ CD / \ / \ / ------ \ G REE N PORT HARBOR�•�� `� � •` � �� i - COI BREWING COMPANY . \ is MAIN ROAD (5.R. 25) D I J � 7 \ 7 \ / \ 7 \ SOUTHOLD, NEW YORK I I I I \ E / I / / � \ � � %# \ / G) \ / %I \ / %.0 / %,/, �•� 1p PROJECT TITLE — \•! 41) ' WA 14,80, RENOVATIONS 1 / c.; AND ADDITIONS /)I I _ mg; DRAWING TITLE 0 0 0 1414 Elill ISI ELECTRICAL PLAN EFIRST FLOOR / SOUTH R el LECTRICAL PLAN . DATE SCALE �,_,) JUNE 12, 2012 AS NOTED Illi ISSUE ISO y_A fIRST fLOOK / SOUTH 9 „,,,:.,.„,..:.::„"..T,::,, c.T.,,F,..._: DRAWING NO. �L ....,,,„3::,,..,7„,,,,,„,„,,, P,�D ARCyrffli • .-.1. is I a. J d. L':✓ ....."'v kFS:>lf 'i <.41 lE ig itir ,k-if 14 q , i \i- -- NI A NOTE : SMOKE f I RE AND BURGLAR REF. NO. Al A (2I\Ac) BY fTHFP 10I5 I 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 IS 1 6 I 7 ISSUES/REVISIONS gliki 14 '///////////1//////f/1////A 1///1//////11//// r L r////////////// IrmoK ir,1....M T� to if/ • 114lit?, J r c c , • r% ec a., II 4°0 • T WI _ 1114 Z 1g 0 IV h O _ 0 • F ta 2 \c \c \c prii Fla 114 0 G , _ • — / Ra ©2012 pli ALL RIGHTS RESERVED THESE PLAN5 ARE AN INSTRUMENT OF 'M SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL go BE PROSECUTED. 140 Q I •\) U \ rit • pm Cirr W '4, _ E� 2 l'olkt" • ../ .0 CO CLIENT/OWNER 111 — '•,41 MI GREENPORT HARBOR CO la BREWING COMPANY it MAIN ROAD (5.R. 25) D 1:4 SOUTHOLD, NEW YORK Eull •% %•el 0 " Lill (4) `•• MAI 14 PROJECT TITLE MI Ill.,.. O•\ RENOVATIONS C %,, AND ADDITIONS V 1 1I 5= A `` DRAWING TITLE / t dF . - ::::7):'% :.: i..` "T; !":77.1"... '_;, t' '- 77 1171. bv.. Ai'� .. W i. . r. ..,.' WEI ' "" °'"F MI ELECTRICAL PLAN ELECTRICAL pLAN 04 FIRST FLOOR / NORTH 5 .11 a DATE SCALE JUNE 12, 2012 AS NOTED WP WP ,c,,D AqArt,fIR5T fLOOK / NORTI-1 ri A ♦\ igti iT •0�eTR '#-_,),E?„,,,,,;,:..�.), ISSUE SSUE it 0 DRAWING NO. oz tg WP è0 - : Elm 9 wa cm D A 0:::, A . NOTE : SMOKE FRE AND BURGLAR iiIo ILI REF. NO.\ ALARMS BY OTNE �S / / 0 5 I 2 3 4 5 G 7 8 9 1 0 II 1 2 1 3 1 4 1 5 IG I 7 ..._ ISSUES/ REVISIONS ^Z 1A I` 4r r. K ; -14 PIM (VINEYARD) M r c N60°00'0"E 362.43' (DEED) N59°31'16"E 361.77' (ACTUAL) • • A I I ...14 N I WillN 4/4- / I I r. pili J 4,- „ 1 imill sw � SF I � ---____ ml g° .5 0 � oakter Oo � O O I p 0 LA 0001 INO CD 0 O O O O •f'1 Rl r pp II I 0 1" GRAVEL TEST HOLE • EL.17.8' • Ll' y C. II-_ ,"'•�•'', — WO n I 1 �■ o I —` - UTWTY r" i , 1 r�1 JAN. 10, 2013 K \ , ASPHALT \\ �—__ POLE / PPM K I •,____,/ \ STEEL �� aa, i r�1 \ CO'JER p FILLEG) III 71 NOTE' 800VAS l0Q1PCPE ECLPoi POVA G OA°`III. "�°sT. PI-1ASE I Ill r Pk JUNE 12, 2012 D P°6::: ,�F„yEo)n- Pb�E RI `'7 JAN.04, 2012 c co L 4<5' EM��VE\ c - \ 'r\�\1-// GARAGE FLOOR • = . TI G �Y^�\ • \ EL. O A \ ED i ONE STORY I . C D of ,�" 1 W' O9 CONCRETE BLOCK ; r�� NEW URES I FRAME I ©2012 / ��, \' • ALL RIGHTS RESERVED - I 1 LOADING ���`� BUILDING PO = z \, DOCK@ t,...,04 %, R � , _ � G,/TE..,; `'''PAGE F°� 106.5 H JO r THESE PLANS ARE AN INSTRUMENT OF C (/) GRADE. ��q EL (7 e4 fl' ✓� SERVICE AND ARE THE PROPERTY OF 3 ' —I 8 f CONCRETE C � m I I D \ ' GONGRETE I THE ARCHITECT. RJFRINGEMENTS WILL m I , \ 4 , • z M 6E PROSECUTED. PPIR - / I'Cl I-1 I 1 \ i oo � \ Iw D kA , I ISD �\ Jow . nn I I R I N w - Now \�"^\� 1 'N \1 /n \I ASPRALT \ IC-); At i I' 1 TIS AREA. PHASE II `-r'/ ID / \ SUBJECT TO APPROVAL `' • r \ /2:2 2 \ BY ZONING BOARD OF / 1 b,go 1 / }94 APPEALS. ,6a \ , 1 • - I r ' _ 1 I I NNW y I• PHASE I FUTURE SILO. 1 L, NEW CONC. SLAB. I ' ONE STORY , I :� o I BRICK, STUCCO t • Asp ALT r-•1 0 CONCRETE BLOCK SILO BYS , BUILDING °z OTHERS. ..rim MEI n c'N)I 05 °ARE'L E16,95',-°`' O (i I NNW r' D SOEL sT EL i nsPHaL _ \� VER COVER LP. T�S+-E� I— O.I \', ExsPnG s? E;,cT,NG �',Cy" _ / CD m- W, Ham`' „Y„RT 4 CLIENT/OWNER C �cI o- - - - - r vD. ;D ucHT Q AA .f \yam \\ P0: .ter U ) LT SO 2 v f' - \ (-) ) GGPG,IeNSE a a� SAG ED. PSPNA �06 (\_i F0 0 ,..-• • — 3E9.65' (DE EGGE°F PA ENENT —. o r Pk • — _ I _ •• -TkoW (/7 i••r RE N P R R ;�,m_ A \.�\ sNOWEO01'7TL00R /,' i" p�E (S D 25) GHT j� '� �-- 4 '-, POLE, EL GRATE 1111111rvi COMPANY _ TOP EL.15 B• , 52.3' s ►-.. ' °Pa _ A MAIN ROAD (S.R. 25) COMMERCIAL BUILDING CONCRETE CO"`RETE APR°N i (/n \I 'POLE 4g g,40 W Ole SOUTI-IOLD, NEW YORK FLAG \__,, \ • '_ �,.. CGNCRETc siOEWALKPRO L— • CONORETE CURB Pim ■� S-VREE ) Oil C8.GE TOP EL. 5 g (P°'B°C U PIERmu osi AIN MN PROJECT TITLE MI OOPr 1 6.4 SOO F ARM C RENOVATIONS 1 TEST —OLE DATA Nlair AND ADDITIONS McDONALD GEOSCIENCE „ '' 11 /15/11 mmI h DRAWING TITLE G EL. 17.8' Limo �D l`°--L1N DARK BROWN LOAM OL �� — 1' I I 4, r� BROWN SILT ML ' I,_' .___.�.'_ �' II I 3' II ! SII SITE PLAN 4, BROWN SILTY SAND SM , `L, JAN 1 0 2013 �` �I p --...1: INW V SITE I L A N BROWN AND PALE DROWN FINE TO COARSE SAND SW , ; ;; pT �� psi DATE SCALE T1:,',', I'.- 0!!rHOIn BASED ON t_.__... r JAN. 10, 2013 AS NOTED SURVEY OF PROPERTY EL. 2.2' 15.6' AT PECONIC ISSUE TOWN OF SOUTHOLD WATER IN PALE BROWN FINE TO COARSE SAND SW PS” idlillik VW • SUFFOLK COUNTY, N.Y. 23' I~ DRAWING NO. 1000-75-0 I-14 Pmll BY: PECONIC SURVEYORS, P.C • . • DATED: DEC.09, 201 1 �t,�� ..,11•11- , SCALE: 1"=30'-0" n�a., ` /N �F,�GD A LF2 sl moi itt.,31 11 AREA=2.8765 ACRES e �s� ` .!4411,4‘;71",. ? Mai p..„ __,:.:.L..., -\ Apf_,:„>4:-,,, i ow ,...., - 0�.:, \ -, - C ISI REF. NO. -, .':�°v ' 1,,_�.j f 101 5 I 2 3 4 5 6 7 8 9 1 0 II 1 2 1 3 I 4 1 5 1 6 1 7 :TURE ABOVE. ISSUES/REVISIONS D 1J11Z SEE DRAWING A2 REMOVE EXISTING A7 t"o WINDOW BLOCK UP ffOKALL AS NECESSARY COCONTI N UATI iJN . TO MATCH EXISTING. ;t". K • NEW 6"TH, REINFORCED CONCRETE SLAB GRADE LEVEL - ON 6" COMPACTED SAND. 10•111 PROVIDE CONTINUOUS el FOOTING AND FOUNDATION tit WALL TO MIN. 3'-0"BELOW GRADE ON UNDISTURBED SOIL. glEill Olt NOTE: REMOVE EXISTING MANSARD 111yJ PAIR it i\) n I 5'-0" 28'-0" ROOF , SOFFIT etc.,STRUCTURE AS NECESSARY. N 1 •' Z - C9 in REMOVE ALL EXISTING m � o m cri HEATING AND AUXILIARY EQUIPMENT. ❑ , ,❑ HANDRAIL j ChEMICAL \,, / 5�33 5=43 ROpL Px DOOR 540.5 188.5 1114 MILL 123 TO TOP OF STORAGE . NEW 2668 DOOR,P04,-a' TRANSOM WINDOWS NECESSARY.OPTHIS AS Th IS AREA IS NOTFirla . h __j___,7— — ——�/�i %/ /,7///////////� GRIST ROOM. I OPEN TO THE PUBLIC. v f-TILE REDUCING PROVIDE NEW CONCRETE PAD lin'. EXHAUST FAN STRIP.(TW) FLUSH WITH TILE IN THIS AREA, TROWEL FINISH (EXPLOSION PROOF). REMOVE DOOR • REMOVE EXISTING SUSPENDED CEILING AND GRID WORK.. r/////1 PATCH WALL TO • U MATCH EXISTING REMOVE WINDOW / STORAGE CLOSTES. STORAGE CLOSTES. II REMOVE EXISTING EQUIPMENT AND CONCRETE SLAB. PATCH WALL AS ��I 4 REMOVE WINDOW II• PROVIDE 6"COMPACTED SAND AND NEW 6"TH. NEC. TO MATCH I/// ���� PATCH WALL AS r�� Q REINFORCED CONCRETE SLAB. EXISTING. `NEC TO MATCH : 1 EXISTING. • G in in6068(PR,) MASHTUN ALIGN OUT SWING i0 IIIcy/ L J1 DUMMY KNOBS b \ II L- J BALL CATCHES. �\ • TRENCH DRAIN WITH REMOVABLE COVERS. NEW CORRIDOR. TILE REDUCING \\46., .• • STRIP.(TYP) ■ 3 \\\\\„ • W ©20I 2 6068 a HR. 4 -p • F.P,S,C, STEEL • III ALL RIGHTS RESERVED THIS AREA 15 NOT OPEN TO THE PUBLIC. DOORS FRAME. I PROVIDE LAYERS L �,,L Wq WALLS IN Th SIDEOF STUDSIS ROOM AS PER PROVIDE SIG = 'FMPL 5 6 I x49 III■ THESE PLANS ARE AN INSTRUMENT OF 5=52• \ - DETAIL 14B 3720.I (2) ONLY BEYOND ISP INT". SERVICE AND ARE THE PROPERTY OF • -\! . THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. KETTLE • ■ 14 NEW BOILER 8'-0"11T, : Q II SNI PROVIDE OPENING F. BREWING • REMOVE WINDOW PATCH 10'-4" di' PRE-FAB. ST. STL. H V I it ATED PLATFORM • WALL AS INDICATED. FLUE IN EXISTING R EE FLOOR DRAIN-0 DETAIL 5-A7. II 0 c 0 U • J PROVIDE CERAMIC ;� ////////I//////////l/ l/(1////l/J • TILE FLOORING ON • l 1 0 • o0C - THIN SET OVER HANDICAP aIMO SELF-LEVELING 3068 r 1 SHOWER 0 • • PRIVACY LOCK w • w U UNDERLAYMENT. I CLEAR o 6 z SELF CLOSING FLOOR • w wail (ADA). ( C=z) SPACE WHIRLPOO • 6• j IV E kg II REMOVABLE SECTIONAL ® r CLEAR ( ...._,....._r :;_, '\ O c. ug ALUMINUM PIPE RAILING. REMOVE DOOR PATCH WALL I `' I FLOOR ® » (REMOVE DROP CEILING : No — 8 TO MATCH EXISTING. I I SPACE �,` INCLUD NG TILES, ■ ; ) r �— L — � - - J( , ANDGRIDIIN O - - -- -- —e— -- - - - - —o— -- - - -- — � - - - - - - — e - - - - -- - - — - - - - -- o-- - - — o I. LAVATORY: THIS AP,EA). w \ O �/ HANGEPS, 11 U CM • = CA CLIENT/OWNER ( EA. AMERICAN .z �� LADDER. z WALL MTD.STANDARD SINK b1 � 4 �� POURED �. 0124.024 l ® : ? m CONCRETE RECESS NEW 6'T1-1. REINFORCED POURED CONCRETE SLAB AT 30" BELOW SURROUNDING SLAB. 2O TOILET: 34"H. PLASTIC LAM. 5 — _ -0 STEPS. AMERICAN STANDARD 34"H. PLASTIC LAM. COUNTERTOP W. • 1 I CADET FLOWISE RIGHT COUNTERTOP W. REMOVEAB _ LE CABINETS 111 o HEIGHT ELONGATED REMOVEABLE CABINETS BELOW : z MSI GREENPORT HARBOR I d I ( I PRESSURE ASSISTED BELOWrm TUNcat BREWING COMPANY • TOILET 2467.100 O � D W I I 3O SHOWER: II MAIN ROAD (S.R. 25) \ RELIANT3 T385.507 t` w to iFLOWISE SHOWER ONLY Lr!u) N. _ DELIVERY/ SNIPPING OFFICE �9 KITCNEN� LAB. • SOUTIIOLD, NEW YORK N. - I TRIM KIT RI 20 PRESSURE �/ cri • I U i c II N� I BALANCE ROUGH VALVE LOSE OPENING i PATCH • N BODY. 0 WALL TO MATCH EXISTING. • I • / 4. 51NIK5 (2 EA.): c_)'Lc, ELKAY 0 i I STAINLESDSTEEL, WITH c....„-- TILE REDUCING "' I I 1651 ELKAY FAUCET STRIP.(TYP) z IIIII PT4 LK535GN0876 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJIIIIIIIIIIIIII m IIIIII hill IIII N I �m z I COUNTER TOP 43"H CLG=B I }I TRENCH DRAIN WITH REMOVABLE COVERS. JJ 1 Q I PROJECT TITLE • ; 1 u ■ ISI z _ I HOTF i-- OLIQUOR RENOVATIONS P AND ADDITIONS 1- Iu I r 0q • ] t= BREWERS OFFICEto TILE REDUCINGMal NNt- U I t DRAWING TITLE o, I / in�� ° i A7 i 8 w ° O - REMOVE FLOORING it ' FIRST FLOOR PLAN / SOUTH RELOCATE ELECTRICAL �` 4'-0" 40'-0" 0 w `r N m N BACK TO SLAB. / Ea PANEL TO THIS LOCATION. Mi 70x47 mob— -- -- -- -e- -- - - - - -o- - - \- -- - e -- - - - - - e - - - - -- - -o J - - - - - -- o-- - - -—b 09 PROVIDE CERAMIC TILE FLOORING 5=41.5 — _ — J _ ON THIN SET OVER SELF-LEVELING #1I / 13REMOVE AND RELOCATE125.5x67 m124.5x67NT. rig 99.5x45 DATE SCALE ELECTRICAL PANEL. 5=61 w \` 5=42gat AS NOTED 5=61 ROLLUP DOOR 10.5 TO SOFFIT / JUNE 12, 2012 1 44W x 133H I /) I ISSUE / liar LA DRAWING NO. • rw FIRST FLOOR PLAN / S O U T h NOTE: REMOVE EXISTING MANSARD ROOF , SOFFIT etc. ._: -,..7.,:', ,.:;;:--7:-'::: 0.14 REPAIR STRUCTURE AS NECESSARY. ' EXISTING EXCEPT AS NOTED SCALE: 1/4" = I'O" , u;,i:, ; THE V AR?7. Eall dija II .. i �, L- , ::_0 --� ► / P r : 0 10- i riNY z45'0<<.2 '-,-:;5Y: `-'7, 2‘ w A ,' i':!:7.:',",.1;i3!NI �, t' r +r .a A, tiY tE O 'ZED - `�V * � ,k k7;-..' ,S:.JwjG r. 11 ',t 5 ` _:1:.'11;?.;=::'i) 3�' ' od ' _'. :\',:C I,...:C11,NCB 4 : : �� �. REF. NO. 1':{ �°� 101 5 I 2 3 4 5 G 7 8 9 10 II 12 13 14 15 IG • 17 ISSUES/ REVISIONS ^Z 1A to at PNASE II K SUBJECT TO APPROVAL BY A5 ,... ZONING BOARD OF APPEALS . A.111 • .111 ilMa /0.4 J • FLOOR DRAIN FLOOR DRAIN w n 00mei 4.0 TO ;.sl DRYWELL, row NOTE: RECESSED LOADING AREA TO BE PHASE III. Alin / pop1 l PROVIDE GUARDRAIL. PROCESS • n WASTE WATER (-)) 104 C • 1 Niiw TRENCH DRAIN WITH I5'-0" / I MI TRAFFIC COVER. / p, 1 SEE DETAIL !} V A �� JAN. I 0, 2013 A7 _ G / �C r DEC.04, 2012 TRUCK LENGTH 55'-O" - BUMPERS (TYP). ' / JUNE 12, 2012 'FRAME FOR FUTURE COLD ROOM 7 • GARAGE DOOR. C / ' r ALL RIGHTS R SERVED 1101 NEW PAVING SLOPE DOWN 6%. - NEW PAVING SLOPE DOWN 8'/I FT.. FLOOR DRAIN ^/ -� THESE PLANS ARE AN SLOPE DOWN. Ir SERVICE AND ARE THE I PROPERTY OF -00 OF —, -•n Mir THE ARCHITECT. INFRINGEMENTS WILL - FLOOR DRAIN AA BE PROSECUTED. I-1 LOADING DOCK CNAS PROVIDE a77 1 OUTSAuk LOADI G DOCK NECESSARY. ^t C - NEW 6"TH. REINFORCED • CONCRETE SLAB GRADE - ON 6" COMPACTED SAN • + _ PROVIDE CONTINUOUS r 5-O FOOTING AND FOUNDAT r NEW CONCRETE -\- WALL TO MIN. 3'-0"BELC _ STAIRS PART OF \� 0 fl GRADE ON UNDISTURBEI 1=1w PHASE III. HAIJDRAIL _ r NEW CONCRETE RET INING - p WALL WITH GUARD IL. - Co DN p/- im0 IMO 6 I x49 6 I x49 I I I \ r S=54 5=54 I I I I /NEW GARAGE DOOR.. — r I I I / 5'-0" '�' l I m k.o . CLIENT/OWNER l J II r J /f 5, 011 REMOVE ALL I 'TING m o OS / ---_J L__/ / HEATING 'r AUXI .RY REMOVE EXISTING EQUIPM . . 2"STAND lx- In ENCLOSURE. HANDRAIL--/ �. r. PIPE ON GREENPORT HARBOR � � CH EIV' I CAL 62x93 r'� BREWING COMPANY STORAGE D 5=43 ^PEI MAIN ROAD (S.R. 25) sz DC m PREPARE OPENING STORAGE . DOOAS Asel SOUTHOLD, NEW YORK TRAP IrJBOX N. - NECESSARY. -//// %/////////////////////////, „ :� /REPLACE EXISTING z S 2 ST.S' SKYLIGHT. CLG. i REMOVE EXISTING PIM r IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJIJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII BLOCK WALLPATCH 110 / SLAB AS NECESSARY. POI 110 C"TRENCH DRAIN WITH REMOVABLE COVERS. / Plal BOTTLING p REMOVE EXISTING SUSP ND D CEILING AN so PROJECT TITLE SLOPE ALL SLABS TO DRAIN, Ir rliN U REMOVE EXISTING EQUI MENT AND CONCR L' RENOVATIONS0 C REIINFORCED CVIDE 6" ONCRETE SLABPACTED . AND NEW E AND ADDITIONS 4 • O O r1 U m - - SLOPE ALL SLABS TO DRAIN. `i °' 71- Z A — I— —1 I l H I l I I J Ill 1 1 1 1 l l l ] I f 1 1 1 1 1 1 J 1 I ] i l , DRAWING TITLE PEW U 6"TRENCH DRAIN WITH REMOVABLE C —` `II LJ J L9 (n J NW r.61 Pilli FIRST FLOOR PLAN / NORTH No WITH PLUMBING ROLLUP DOOR 1-1-6C-6 ROLLUP DOOR ROLLUP DOOR 61x49 Th 15 AREA 15 NOT OFNNW ROLLUP DOOR SLIDING GLASS OP) If.) DATE SCALE • 120W x 109H 120W x1091-1 120W x 109H 120W x 109H ♦ ____\ 5=52 - SEE DRAWING A lel C • JAN. 10, 2013 AS NOTED NOTE: NEW MECHANICAL J TO BE LOCATED ON ROOF. I-O R CONTINUATION . ISSUE FIRST FLOOR ELAN / NORTH IVW ��;� ,, Jf,l� I i ti.l M DRAWING NO. I `\I 11 I I EXISTING EXCEPT AS NOTED SCALE: I/4„ =- I'-0” \A2 H� /7 JAN 1 0 2013 1 'JJ a m - , -:,p14 \.DRO •C 5)1 . —i AA `� I �eI ///� INA AlNor REF, NO. �-�:� I 2 3 4 ' 5 6 7 8 9 IO II 1 2 1 3 1 4 I 5 I 6 1 7 ISSUES/REVISIONS 414 if: tlal N K irt•. — ce, • • Tr ,ti ot I I - .., REMOVE EXISTING 'MANSARD ROOF FROM FACADE, PATCH AND REPAIR EXISTING WALL AND WINDOWS PROVIDE NEW BOARD AND UNDERNEATH AS NECESSARY. PAINT WITH MASONRY BATTEN • S PAINT, COLOR TO BE SELECTED. INSTALL PANELS SIDING BY HARDIPLANK ASS SHOWN. ABOVE EXISTING WINDOWS AS PER DETAIL 6/A-7. -, 7 1:0 A2EK DRIP CAP(TYP.) Q IIII 1 IITIa • • 1 f • • REPAIR AND PAINT NEW PRE-FAB CANOPIES AS SHOWN EXISTING WINDOWS AND C I I I I I I I' I WALLS AS NECESSARY EXISTING MASONRY WALL TO BE • NEW SILO(S) PROVIDED BY OWNER PATCHED AND REPAIRED AS NECESSARY AND PAINTED WITH MASONRY PAINT Eilll A 1 0211- PROPOSED 0 G SOUTH SIDE ELEVATIONelp L ' EXISTING EXCEPT AS NOTED SCALE: 1/8" = I'-0" • ©2012 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF �I SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL MI BE PROSECUTED. 0 IN• • V • Z mim w it E oh CLIENT/OWNER 4 • M► r-•r GREENPORT HARBOR BREWING COMPANY D i 1 A MAIN ROAD (S.R. 25) ' PROVIDE NEW BOARD AND BATTEN i' SOUTHOLD, NEW YORK SIDING BY HARDIPLANK AS SHOWN. Fall 121 (11.11450 0.0 PROJECT TITLE REPAIR AND PAINT EXISTING WI WINDOWS AND WALLS AS EXISTING MASONRY WALL TO BE REPAIR AND PAINT EXISTING NECESSARY PATCHED AND REPAIRED AS WINDOWS AND WALLS A5 RENOVATIONS NECESSARY AND PAINTED WITH NECESSARY • AND ADDITIONS MASONRY PAINT REPAIR AND PAINT EXISTING l WINDOWS AND WALLS A5 NECESSARY A! ill 1 w DRAWING TITLE REPAIR AND PAINT EXISTING WINDOWS AND WALLS AS NECESSARY rill NORTH 4. SOUTH PI 1 RECESSED LOADING AREA TO BE PHASE II 1 NM ' PROPOSED I TO ELEVATIONS � R NORT11 SIDE ELEVATION 2 DATE SCALE v EXISTING EXCEPT AS NOTED SCALE: I/8" = I'-O" A3 JUNE 12, 2012 AS NOTED ISSUE CO DRAWING NO. bk IS AV€O�_I.T:CNOF THE • • LAW PO"i a:avY f'Ei iS0t , U \?LESSf.CT Ii iCUNDER THE ditki.\.i5i : :dTIstl ffL1Ci,} D .`� � Oht� Elli ARCHITECT,TO ALTER ANY o� � 1i.Bi? �j, CC I,_!E-WAY.ANYt; n Q' 4 r . AI.s17;1;7N. !..7.QST F.:: ' i,_ �� * :a REF. NO. taki Oft ,3 C d� . x $_�::.;_ 1114114\,‘,14:4:11::. ► I 0 15 F I 2 3 4 5 6 7 8 9 1 0 11 1 2 1 3 1 4 1 5 I 6 I 7 ISSUES/REVISIONS gq t• it IND I,. K .414 PEN et CO• 1 I TRIM BOARDS BY HARDIPLANK414 111 NEW SIGN BY OTHERS PROVIDE NEW BOARD AND BATTENMI J SIDING BY HARDIPLANK AS SHOWN. 1m1 GREENPORT HARBOR BREWING CO. NEW SILO(S) PROVID • i OWNER • WI REMOVE EXISTING'MANSARD ROOF' Cd FROM FACADE, PATCH AND REPAIR REPAIR AND PAINT EXISTING EXISTING WALL AND WINDOWS WINDOWS AND WALLS A5 Cr • PROVIDE NEW PRE-FAB CAN IES 1 UNDERNEATH AS NECESSARY. NECESSARY EXISTING MASONRY WALL TO BE PAINT WITH MASONRY PAINT, PATCHED AND REPAIRED AS IOW AS SHOWNI I COLOR TO BE SELECTED. NECESSARY AND PAINTED WITH INSTALL PANELS ABOVE EXISTING MASONRY PAINT ra I-1 WINDOWS AS PER DETAIL 6/A-7. i • E.• 1 ig 1, NEW 6.TM ftriNroRcco CONCP[it SLAB GRADE IEva ON G.COMPACTED SAID SEE DRAWING FOR DEMI i LOADING DOCK ,1 RECESSED LOADING AREA TO BE PHASE II , PROPOSED a EAST SIDE ELEVATIONIA4 Rsmi iv EXISTING EXCEPT AS NOTED SCALE: 1/8" = 1'-0" L • ;a11 ©2012 ® ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. le O • • tie, 1®I . , w wolimo E -01 Z CLIENT/OWNER , , 4 • 0 11121 GREENPORT HARBOR PROVIDE NEW BOARD NEW SIGN BY OTHERS AND BATTEN SIDING BY IN BREWING COMPANY HARDIPLANK AS SHOWN. GREENPORT HARBOR BREWING CO. A MAIN ROAD (S.R. 25) p�,,' SOUTHOLD, NEW YORK REMOVE EXISTING 'MANSARD ROOF FROM FACADE, PATCH AND REPAIR EXISTING WALL UNDERNEATH AS M*1 NECESSARY. imonomimi PAINT WITH MASONRY PAINT, COLOR TO BE SELECTED. INSTALL PANELS ABOVE EXISTING WINDOWS AS PER REPAIR AND PAINT DETAIL 6/A-7. Dom' REPAIR AND PAINTNialliiii EXISTING WINDOWS AND MIIIMIlIIIIIIIIIMIII f� T WALLS AS NECESSARY PROVIDE NEW PRF-FAB EXISTING WINDOWS AND CANOPIES AS SHOWN WALLS AS NECESSARY 1-1 I PROJECT TITLE P.... WO ni I I RENOVATIONS AND ADDITIONS • U C III mo PROPOSED w DRAWING TITLE t WEST SIDE E L E V A T I O N2 Po EAST * WEST A4EXISTING EXCEPT AS NOTED SCALE: 1/8" - l'-0" ELEVATIONS MI r■I0 Q DATE SCALE U JUNE 12, 2012 AS NOTED ISSUE 0 CA DRAWING NO. • .. :77.)T1 A:\r:Y PERSON! �;C` i::(.E EIE�:n,=r THE �FD ARCC� L ,::...'E-1-: e ...,=l=.L.-t'-' T.t!SED �� �� ►,BR0 T�, 04 1 .. F _.-.`.,,s E, 4,3:~.i—i Rsgr Y ANN, A n v .r:; ON Ti!!S 1�-'pry. V il.':G!R A 0 ,:-{ R A A. :Y't,.:ANY:- a...,-:Y lt�ppt� ' y+l rye" - e �C" :-! fes;.i:.4 'e r.tj 3 6L ►,� 1,14 Nero REF. NO. 6'i:1e-4: J I 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 I 6 1 7 ISSUES/ REVISIONS giq in re lit ,.... K ,1,1 LATERAL STABILITY SCREW III STRAP OR NOTCHED STRAP 01 ANGLE REQUIREDEAIDE) s STUDCH MULTIPLE MEMBERS I • AS REQUIRED AT ENDS 11 BAR MAST 11111 STRGLE AUCTUNDRAL at J AN11[1141111 PIM �I ANCHOR BOLTS ' '\ ur arrr,cope nANocs CORNET AS REQUIRED / � Arnim ETM CORNER AT CORNER AT "0 "m • All IIP BOTTOM TRACK, iv amp& i GAUGE AS t `'� REQUIRED TO II was N 1ir . f. TRANSFER •,. 000• LOADS gbg 0411110111 MACKSTUD NOTE SCREWS AS REQUIRED I 10 - ► Strap forces may require additional stiffening of the bottom track or structural angle. (�] NOTE:ALIGN BAR JOIST OVER STUD 1� 13 BAR JOIST OVER STUD tDi1D REARM VIM1 15 EXTERIOR CORNER TIE • Ske ± ch N COPE FLANOES °F TRACICS •CORNER • Not To Scale EN Wall 3rocing Details a Typical iv 10 G 0 REV. FEB 2, 2012 • 111 ©2012 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF 0/111 SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL CO1 BE PROSECUTED. , 2412"LIGHTWEIGHT CONCRETE ON 24/2"LIGHTWEIGHT CONCRETE ON TYPE F INTERMEDIATE RIB METAL TYPE F INTERMEDIATE RIB METAL IT EPDM ROOF OVER ROOF DECK EPDM ROOF OVER ROOF DECK SLOPED RIGID INSULATION SLOPED RIGID INSULATION et .... 1-:-7 • 11 I I I II I I 111 I I I Ill I Il 111 I I 11111111111i,,.IIIITTT I IIIIIT I I I I I I I I I I I I I Ik) 5,1 I I W I I I 1_11111_1111_1 LI W I I LILLIM111111111111111 I I I I I I I I I I I 1111 fl _ I � I � � I _ _ � l � III � � I � ii _ � I .� � 11 � I � I _ II = ...,'t- .:.. 1 1 65 ::::::: 1o 18 H. OPEN WEB STEEL I I ) :-i i i 18 H:. :,: . OPEN WEB STEEL W JOISTS 16 O.C. @ , :•, ,riv , JOISTS @ 16110.C. E ,:v.. , , z., :. ::,. cr.) g . .. ,.3 . II •,.:„.,1 : 0 .. rii , ... :: .. ..,:: :.. „,, , , ." CLIENT 2"x8"STEEL STUDS 2"x8"STEEL STUDS . z /OWNER Cild y IG"O.C., I8'11. I IG"O.C., 18'H. BRACE AS NECESSARY BRACE AS NECESSARY AS PER MANUFACTURER'S AS PER MANUFACTURER'S o RECOMMENDATIONS RECOMMENDATIONS COLD ROOM AND SPECIFICATIONS AND SPECIFICATIONS L COLD ROOM ow GREENPORT HARBOR BREWING COMPANY 5 'i i� MAIN ROAD S.R. 25) EXTERIOR GRADE GYP. BD. % I D d I cr) ` SOUTHOLD NEW YOR •• SHEATHING (rep.) N ROOF STRUCTURE. REMOVE CEILING AND ROOF STRUCTURE. K REMOVE CEILING AND R RE EXTEND WALLS TO 30'ABOVE SLAB WITH 2'x8"FRAMING @ I G"O.C.. b .1 m EXTEND WALLS TO 30'ABOVE SLAB WITH 2'x8"FRAMING @ I G"O.C.. WA o BOTTOM TRACK FILL WITH FOAM INSULATION. BOTTOM TRACK m BOTTOM TRACK FILL WITH FOAM INSULATION. BOTTOM TRACKMI PROVIDE NEW"FLAT"ROOF STRUCTURE ABOVE. Z • /t/ PROVIDE NEW"FLAT" ROOF STRUCTURE ABOVE. ADDITIONAL ADDITIONAL ` I C' � a ADDITIONAL eO0' CONCRETE BLOCK. CONCRETE BLOCK. TO 13'-4" 0 %% CONCRETE BLOCK. R. 2 IN HEIGHT(TYPICAL) �/,r `� Q CONCRETEADDITIONAL �/ BLOCK. TO 6 1 oC . 4' \ %? IN HEIGHT(TYPICAL) '1 PROVIDE#5 REBAR(VERTICAL) \ PROVIDE#5 REBAR(VERTICAL) et PROJECT TITLE 1 THRU EVERY OTHER OPEN CELL �! THRU EVERY OTHER OPEN CELL n R � OF CONCRETE BLOCK. FILL '1 OF CONCRETE BLOCK. FILL 0 �q CELLS WITH MORTAR. 1- CELLS WITH MORTAR. r RENOVATIONS G"POURED CONC. • . T �•• AND ADDITIONS SLAB LOADING Q of r/ DOCK, all REINFORCED WITH • PROVIDE BLOCK IN-FILL AT O j SLOPE DN. QC/10x I 0 REMOVED WINDOWS AS DRAWING TITLE -.I— WELDED WIRE INDICATED ON PLAN �r I/8 /FT. EXISTING SLAB REPAIR MESH. EXISTING SLAB REPAIR 15'-0" AS NECESSARY. ----\ VI r AS NECESSARY. • COLD ROOM SECTIONS /' ISOLATION • Fall JOINT MN 1 E-3 e Z.D NOTE: ADD 12" FOOTING ON EACH . NOTE: ADD 12"FOOTING ON EACH G"COMPACTED SITE OF EXISTING FOOTING. �� (�� ` SITE OF EXISTING FOOTING. 4 DATE SCALE SUB STRATE. taw 1 PROVIDE 12"#5 REBAR EPDXIED INTO � � `�_�, PROVIDE 12 #5 REBAR EPDXIED INTO `�_;,� JUNE 12, 2012 AS NOTED EXISTING FOOTING @1G"O.C. AS ♦ EXISTING FOOTING @ I C"O.C. AS SHOWN, , SHOWN. ISSUE ® MAR, 1G, 2012 DRAWING NO. W SECTION COLD ROOM 11:3 i.: .. , .� '1,�` �•�1 SECTION COLD ROOM A , '=_. .�� a�, . ,- ARC�YPO /AZ. ...D �' SCALE: 1/411 = 11.0" EXISTING EXCEPT AS NOTED SCALE: I/4" = 11-0" A2 F'T`Tf ', s6"A °'' Y ��'0 ,e`' ,r v II EXISTING EXCEPT AS NOTED A2 - w.„1 A , . ,,.:,., ,-,_:0,-1ZED . 11‘ `ap ,� , . '� y0�-v REF. NO. �� va I 0 15 Jul, , ,,i2, I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ISSUES/REVISIONS Ckt lit IP to K ALUM . PARAPET CAP ildi et co 17="m7m=ir vi �RUBBER FASTENING STRIP • I \-\- I. i1 I• i1 J l I, FULLY ADHERED EPDM ROOF MEMBRANE ii ATTACHED TO RIGID INSULATION WITH at 1 4Pb" ,, ' APPROVED BONDING ADHESIVE -. i! L�. • WI 1 410W la 1111 4, vQ p Q. V • p a • • 'Q a • p • a • • ti a v _a h 41011" 1 1 I I I I F 10 All IAOFa Eail ALUMINUM SCUPPER (TYPICAL) co G SLOPE DOWN SLOPE DOWN REV. FEB 2, 2012 — • I ;1111 2012 ALL RIGHTS RESERVED 111-14 g THESE PLANS ARE AN INSTRUMENT OF o j�l SERVICE AND ARE THE PROPERTY OF EI� THE ARCHITECT. INFRINGEMENTS WILL iil CFI COLD ROOM PARAPET DETAIL , iCM nk PROSECUTED. � SCALE: 3" = I'0" A2L" f Lu • r o 1 • g co - g O 0 co; o M o ; r � r � r oroirtlarii RUUD. n .. . V Y r. r ., .. 1 1114 E� li i2 11I • , • CV i SLOPE DOWN SLOPE DOWN IWATER CUTOFF MASTIC �1 CLIENT/OWNER 1i4!,...,./ i i SCUPPER BLOCKING CA GREBREWINGENPORT HARBOR o woo COMPANY o ff ' -�- =:i MAIN ROAD (S.R. 25) D 0114 SOUTHOLD, NEW YORK Gai I: ism • . Va p a �— d' . p a d • p a a 'Q • p _ PROJECT TITLE ROOM • I I I I I ;EllK O O PLAN / COLD 0 RENOVATIONS C AND ADDITIONS SCALE: 1/4" = l'-0" CI) • v a \ / t , DRAWING TITLE Ira DRAWING ROOM ROOF PLAN a AND DETAILS 121 gg , 5 DATE SCALE JUNE 12, 2012 AS NOTED ISSUE COLD ROOM PARAPET DETAIL CODRAWING NO. AT SCUPPER SCALE: 3" = I'O'• S A VIOLATION OF•�.°� LAW FOR ANY PERSON, �0QD ARCy;T� (11.11 UNLESS ACTING UNDER THE COSQ 1.Qylik\I(I b DIRECTION TION OFA LICENSED I� C� �F GGL2121 Ar`C iiT�:T,TO l-,LT it ANY w O `^�-:" Q ITEMC'IT6•IISDRAx":I'�:CE'�1 ; a-""-,f--_ ,t it" M Na A ANY�fwAY.ANY A.,ThO a"7 ED �, IA ALTERATION MUST F.. Nizaf NOTED,:SEALED,AND Oft0- REF. NO.�.:iSCi=1")S'.`:CC;ORDNCLQ". JWA •"-1 r•„ �.`EI 0 15 ESS; i.. . .gid, k J! ') • t I 2 3 4 5 6 7 8 9 1 0 11 1 2 I 3 1 4 1 5 I 6 1 7 ISSUES/ REVISIONS en IP IND CFI IND REMOVABLE GENERAL NOTES f` K ALUMINUM PIPE ISOLATION JOINT ELECTRICALlilt RAILNG, b 6"CONC. SLAB MISC. GENERAL NOTES #5 CONTINUOUS �� REINFORCED WITH I. THIS PROJECT IS CONSTRUCTION OF RENOVATIONS AND ADDITIONS TO AN EXISTING I. FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT, ~ TYPE II a TOOLS,AND SERVICES NECESSARY AND REQUIRED FOR r r REINFORCING RODS. - , 6x6/10x I O WELDED I 211 RIGID FOAM I NSU L. 2. THE HEIGHT OF THIS BUILDINGASL STRUCTURE CLASSIFIED FD DINED BAS ATY THETBUILDING BASED ON VISUAL INSPECTION. PROPER AND COMPLETE INSTALLATION OF ALL NEW UP WIRE MESH. CODE NEW YORK.STATE VARIES AS INDICATED ON THE DRAW NG. ELECTRICAL SYSTEMS AND RELATED WORK INCWDING, ACRYLIC STUCCO, SMOOTH 3. THE OCCUPANCY OF THIS BUILDING WILL BE F-4(FACTORY INDUSTRIAL LOW HAZARD). N STALLLEDUT NOT IELECTRIMITED C CONNECTIONS M , RTO ING,L G T NGLY 4. THE SQUARE FOOTAGE OF THE BUILDING 15 10,189 SOFT.ALL ON GROUND FLOOR.. SERVICES,FEEDERS, DISTRIBUTION AND PROTECTION hARDIPLANK CLAPBOARD, EXPOSURE 5. DESIGN LOAD CALCULATION ARE BASED ON: EQUIPMENT,CONNECTIONS TO APPLIANCES, • b LIVE LOAD:AS PER TABLE 1607.I,BUILDING CODE OF NEW YORK STATE. GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DED LOAD:CALCULATED AS PER WEIGHT. DEVICES W THIN THE SCOPE OF THE WORK AS SHOWN 1/1111m 8" 411 SNOW LOAD: 20 PSI GROUND SNOW LOAD(AS PER FIG. 1608.2 BCNYS. ON THE APPLICABLE DRAWINGS AND\ASM NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING 6"COMPACTED SEISMIC DESIGN CATAGORY B. CONNECTIONS TO PREVIOUSLY INSTALLED ISOLATION JO NT WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. TRANSFORMERS AND ELECTRICAL DITRIBUTION grill SAND. LOCATION LIVE DEAD DEFLECT LIMIT SYSTEMS. #5 STEEL 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF MJ THE 20I0 ELECTRICAL CODE OF NEW YORK STATE,THE REINFORCING 1 II X 4" FULL CEMENTITIOUS ROOF 20 LB.GROUND SNOW 15 LB. L/360 NATIONAL ELECTRICAL CODE,NEPA NO,70-1984(NEC), fel LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND gliran RODS. TRIM BOARD 6, THE ARCHITECT ASSUMES NO ResPOSIBILITI FOR THE CONSTRUCTION HEALTH CAT(OSHA),THE NATIONAL ELECTRICAL MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER O SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. MOREAPPLICABLERICODES.ENT REQUIREMENTSIN THE EVENT L CONFLICT,THE • MORE STRINGENT WILL APPLY, THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBIUTY OF FITNESS 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL / I'-8" / FORNAA SPECIFIC U5E EXPRESSED OR IMPLIED IN THE USE OF THESE BEAR THE UNDERWRITERS LABORATORIES,INC.LABLEL AND BE SUITABLE FOR THE ENVIRONMENT IN WI11CH 7, CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. THEY WILL BE INSTALLED. WI ED EXTERIOR WALLPANEL DETAIL DO NOT SCALE DRAWINGS.FOLLOW DIMENSIONS ONLY. 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE SAND. CO 8. CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT PERFORMED BY OR UNDER THE SUPERVISION OF ASHOWN,LISTED,OR DESCRIBED ON THESE DRAWINGS SUBJECT TO PROPERLY LICENSED MASTER ELECTRICIAN. `0 QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS NOTED. CONTRACTOR 5. THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR SCALE: 3" = I'0" SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO ALL PERMITS,LICENSES AND INSPECTIONS AS REQUIRED011 COMPLETE THE WORK. BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES,AND 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH ANY OTHER APPLICABLE JURISDICTION. MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. G. CARBON MONOXIDE DETECTORS SHALLBE DIRECTLY DETAIL 0.) 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS CONNECTED TO THE LIGHTING CIRCUITS WITH NO61111 AND CERTIFICATE OF OCCUPANCY. INTERVENING WALL SWITCH. LINE CORD-CONNECTED, DIRECT PLUG-IN,AND BATTERY POWERED ALARMS AREI-I NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON SCALE: I/2" = I'-0" DEMOLITION EACH LEVEL ON WHICH SLEEPING QUARTERS ARE I. CONTRACTOR SHALL DEMOLISH EXISTING WALLS AND EXISTING ROOF LOCATED, A5 INDICATED ON DRAWING. 7. SMOKE DETECTORS IN CONFORMANCE WITH THE • 2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED CUE TO REMOVAL ELECTRICAL CODE OF NEW YORK STATE AND THE OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. BUILDING CODE OF NEW YORK STATE. 3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELYAS POSSIBLE UNLESS OTHERWISE NOTED. 4. EXISITNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING DEMOLITION AND CONSTRUCTION. 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL,OR CAPPING OF EQUIPMENT AS NECESSARY. lall FOUNDATIONS I• ASSUMED 501L BEARING CAPACITY.2,000 IbJ5.1.Ft(PER TABLE 1804.2 BCNYS). 2. CONCRETE TO BE 3,000 psi.-28 DAY TEST. WI 3. AU.FOOTINGS TO REST ON 12"BELOW VIRGIN,UNDISTURBED SOIL. pril 4. CONTRACTOR TO PROVIDE SLUMP TEST WITH SLUMP OF 3"TO G". G I. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO COMPLETE ALL WOOD,PLASTIC AND METAL WORK REQUIRED REV. FEB 2, 201 2 BY THE DRAWINGS AS SPECIFIED HEREIN,OR REASONABLY IMPUED AS NECESSARY TO COMPLETE THE WORK. 2. FASCIAS,SOFFITS AND EXTERIORTRIM AS INDICATED ON DRAWING. • 3. INTERIOR TRIM AS INDICATED ON DRAWING. 4. FRAMING ELEMENTS: 2 COUNTER FLASHING A. ALL FRAMING SHALL BE METAL STUDS AS INDICATED ON DRAWING. B ALL SHEATHING TO BE APA RATED,EXPOSURE I,THICKNESS AS INDICATED. ©ZO I 2 C ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE 1, ALL RIGHTS RESERVED 3/4"MIN.THICKNESS. BASE FLASHING D NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM. AIR VENT----"'" r VIII1111111 _ ALL 2"76"STUDS SHALL RECEIVE 5 IOd NAILS AT SILL AND PLATE. Oil THESE PLANS ARE AN INSTRUMENT OF "w SERVICE AND ARE THE PROPERTY OF 7ALL E PLYWOODISHEAAILS SHALL BE TH NG TO BE NAILED 8d NAILSD@ 4"O.C.EXTERIOR EDGES THE ARCHITECT. INFRINGEMENTS WILL AND Gd NAILS @ 12"O.C. INTERMEDIATE. • F ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. BE PROSECUTED. III P.� , '' AyG ALL ROOF AND STUD WITH ilit GALVANIZED HURRICANELTYPE CONNECTORS BY"S SHALL BE ATTACHED TO THE PLATE MPSON OR APPROVED /\. . EQUAL FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CUPS AT ALL ROOF PERIMETER JOISTS TO GIRDER CONNECTIONS. 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLA55,W1TH ARGON GA5. Ilin INSULATED THIMBLE CONSTRUCTION G. PROVIDE 7/1 G" TH.PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND DOORS. PANELS TO BE LABELED FOR EACH OPENING.PROVIDE FASTENERS IN ACCORDANCE WITH TABLE I G09.1.4 BLDG.CODE OF NEW YORK STATE. 7. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 8. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED MEMBRANE. 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS • AND CRICKETS SHALL BE ALUMINUM. I O.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT STEP B I L E AND K E T T VENT FLASHING AND COUNTER-AND CAP-FLASHING SHALL BEMO USED AT INTERSECTION OF ROOF AND CHIMNEY,AND ROOF AND WALLS. IA STACK DETAIL I I.INSULATION SHALL BE BATT INSULATION OF THICKNESS CA INDICATED ON THE DRAWINGS AND SHALL BE 2-1/2119. SCALE: NTS DENSITY FIBER-ATIONGLA55 BATTS CONFORMING TO THE C SPECIFICATIONS FOR PRE-FORMED FIBROUS GLASS L INSULATION. NAAMM STANDARD SI, 119-70. CHMNEY AT ROOF OPENING A 12. INTERIOR COORS SHALL MATCH EXISTING. 2 (ZERO CLEARANCE) 14.NEW HARDWARE SHALL MATCH EXISTING. 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE, CONFORMING TO ASTM C3G,AND SHALL BE "SHEETROCK SW'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 1/2"• Z CLIENT/OWNER 17.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR CORNERS SHALL HAVE METAL CORNER BEADS. 4 FINISHES I. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS L AND INSTALLED WITH THIN SET ADHESIVE. .14 GREENPORT HARBOR 2. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN , MOORE OR APPROVED EQUAL,APPLIED IN ACCORDANCE BREWING COMPANY WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. COLOR708EGSLECTED. MAIN ROAD (S.R. 25) WAl ALLS EXISTING INTERIOR WALLS AND CEILINGS SHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED.pAINTING SHALL BE TWO SOUTHOLD, NEW YORK ral oll 15'-°" (2)COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, y 15'-O" COLOR TO BE SELECTED. / 4. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED, AND FINISHED WITH TWO(2)COATS BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT. CI Einil 2 1 - ISOLATION JOINT HVAC I. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS REQUIRED BY THE DRAWINGS AS SPECIFIED BY OTHERS, PROVIDE BUMPERS.-�_ �� / i • `. .. 3- OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE C •.• .\. . THE WORK. • I I 1 PROJECT TITLE PLUMBING 1 1. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, R f ifilll 6"REINFORCED CONCRETE SLAB EUIPMENT,AND SERVICES NECESSARY TO COMPLETE ALL \ 6"COMPACTED CRUSHED74- COMPACTED SUB STRATE. NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS Y OTHERS.OR ' RENOVATIONS C CONCRETE. NECE SARSPECIFIEDBTO COMPLETE THEWORK.BLY IMPLIED AS 2. ALL FIXTURES,FAUCETS,ACCESSORIES,ETC.SHALL . AND ADDITIONS BENCH DRAIN WITH CONFORM TO THE NEW YORK STATE ENVIRONMENTAL /-7 TRAFFIC COVER. / - CNSERVATION LAW WITH REGARDS TO WATER SAVINGTU ISOLATION JOINT AND CONSEVATION. ALL FIXTURES SHALL BE ON THE • APPROVED"LIST OF CERTIFIED WATER SAVING PWMBINGimi 6�SLOPE4 SLOPE 8"/I FT. EXISTING BUILDING. FIXTURES"AS PUBLISHED BY THE NEW YORK STATEOM DEPARTMENT OF ENVIRONMENTAL CONSERVATION. ^ DRAWING TITLE 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A �♦=•��i� i2y.�.N _ _ � . ��__ N, �� N A�� PROPERLY LICENSED MASTER PWMBER. UPON tn ;i !��ph������M �� "I�L�„!rim„•i��,H!i�� ���,�•� „•� � !� COMPLETION,THE PLUMBER SHALL PROVIDE A SOWER DETAILS CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. •'Tili::\ ' •• .s....- '' •'' • •'•�'• •,� •'��'• , 4. THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR _: ry -g^fir LAW i- -```•,;"`"°' " GENERAL NOTES / / ALL PERMITS,CERTIFICATIONS,LICENSES AND "f,_t- „, GINSPECTIONSASSREQUIREDBY LOCAL,STATE,AND ,mFEDERALAUTHORITIES,ANDANYOTHERAPPLCABLE '` s.�. ' (��'� L j; DSR-` E -�_ JURISDICTION. F:6.E f„1f 1 1 OF A LICENSED ‹, 'ARCHITECT,TO ALTER ANY V 17i114 4'+' ...ON THIS DRAWING IN (--:, <l A":`' °4fE�l?AI!`r'F��TE;OC�EEI� DATE SCALE o j ( o ALTERATION,RTL3 CLIMATIC AND GEOGRAPHIC CRITERIA sT � 0 JUNE 12, 2012 AS NOTED -\- -\- ,z ND 2'-O" I (PER FIG. 1608.2 BCNYS) -�•5 SEALED,, / CfC.JRDANCE / / GROUND SNOW LOAD 20 PSF ISSUE WIND SPEED 120 MPH (PER FIG. 1 609 BCNYS) °!, SEISMIC DESIGN CATAGORY SEE DRAWINGS. AA FLOOD ZONE N/A (PER FEMA MAP) gig -FROST LINE DEPTH 36" DRAWING NO. DETAILCIDWI 6 - ° PCY DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 819 /..°� ~ Fri SCALE: I/2" = 1'-0" `; °, 2' MANUFACTURING(LIGHT) 125 PSI (PER TABLE 1607.1 BCNYS) ^,A. 'n = 1h- OFFICES 50 PSI (PER TABLE 1607.I BCNYS) E . A\ 6 .,, ra Ni, �41* oar in A 4p' REF. NO. • iiv,‘ / 2u:9I0I5 1 2 3 4 5 6 7 8 9 1 0 II 1 2 I 3 1 4 1 5 6 1 7 ISSUES/REVISIONS Oki ifet it ,,,..,... K ...,14 REPAIR AND MAKE SMOOTH EXISTING SLAB AS NECESSARY NOTE: REMOVE EXISTING MANSARD I OetROOF , SOFFIT etc., REPAIR in N STRUCTURE AS NECESSARY. I- z - l.9 \ ea (I N mw o 7 • IN££I X moo I v c9 9'Ob=S GMOCNIM INOGNVW . Mr w £�_ _ �ooa .1n-nog O B}, 901 d0 d01 Ol £3 I CD . £6X39 £6XZ9 X N U S'981 — • M low N I LON _ r II o J L 26-1- Fa u `� REMOVE SLAB IN THIS AREA PREP FOR NEW -0- I1 r--1 SLAB. SEE DWG A- I FOR INFO, TRENCH FOR I I NEW DRAIN PIPES (SEE ENGINEERS DWG'S X 0 n • m1 1 L L--J FOR INFO. N. 0 III III II ISI F I 0 DJ LJ — III III I I -J ZS=S r, :: G ft {X19 O - w C REMOVE EXISTING SUSPENDED CEILING AND --- 0.17=G3_- o REV. FEB 2, 2012 GRID WORK.. I vX3e e i Faia ©2012 0 m REMOVE DROP CEILING etc... _....i01. ALL RIGHTS RESERVED °� I in 0 O _ 8 m 1- _ U THESE PLANS ARE AN INSTRUMENT OF In n OSERVICE AND ARE THE PROPERTY OF _ I triI ~EL x THE ARCHITECT. INFRINGEMENTS WILL O11 _ I r -`- _N- M BE PROSECUTED. I I __ I I Ifs I C - 10 C, r-- Ck? I I REMOVE FLOORING etc... REMOVE SLAB IN THIS AREA PREP FOR NEW _ § I I �c I ——--J I SLAB. SEE DWG A- I FOR INFO., TRENCH FOR I r----1 I — • NEW DRAIN PIPES (SEE ENGINEERS DWG'S — i i I FOR INFO. V so WI W mop" E O 0 N. 0 0 in I CO O U CLIENT/OWNER O tri l II O 1 C tCO— NM GREENPORT HARBOR VD 073 ii EXCAVATE AND PREP FOR NEW _ \_ BREWING COMPANY u£b d012131Nn00 U RECCESSED SLAB. SEE DWG A- I FOR , MAIN ROAD (S.R. 25) 1 — — INFO. r 0 SOUTHOLD, NEW YORK Riii F I II ' LD _ IIFill – O ) 1 PROJECT TITLE II n �� N / �IUn _ ' II� > I RENOVATIONS C ca a_ ciii . AND ADDITIONS I9=S L9XS'5Z II •_G - # / L5)(G.VZ I 11dd05 Ol S'O I • U££I X Mbb I S S .17x66G / w DRAWING TITLE JOOa dn11021 / L / la DEMOLITION PLAN rim E J NOTE: REMOVE EXISTING MANSARD ROOF , SOFFIT etc. L INDICATES WALLS TO BE DEMOLISHED REPAIR STRUCTURE AS NECESSARY. 5 4 DATE SCALE INDICATES EXISTING WALLS TO REMAIN JUNE 12, 2012 AS NOTED MKST TLOOK DEMOLITION FThANAlk ISSUE 0 \��-�EREpgRCM, MIF DRAWING NO. Ia IS A VIOLATION OF THE1,N, R L 1�1 iLAW�^-FOR�/S�ANY PER�,S�ONry� C O6� T -@,90 /��` I®i l UNLESS A, eNG UNDER THE $ '2 II — I II DC;�:OTION O> A LICENSED f4'' Emil SCALE: I /4 — I -0 ��n�'cl�=��'I�e��L�T�;;�r�€� fiJ-I . 4* ��= . ED E ANY V,I Y..ANYA'2THORI E 1, Ra A ALTERATION ATION MUST BE IM 4. - NOTED,SEALED,ANDNavir- o G CR B D INACCORDANCE REF. NO. WITH THE LAW, 4�., ; 1 �u,_ I 0 15 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS NI• Ito It to REMOVE EXISTING tip K WINDOWS TO BE 111 BLOCKED UP. -\1/41 1ill1 et 1-1513x M96 ' H HCO 100adflll021 S'LI=G S'L1=S glx0G GLx0g • REMOVE EXISTING T DOOR TO BE BLOCKED UP. Ty EXCAVATE FOR NEW at-4 J FOUNDATION AS 0PIM SHOWN ON DWG I -A2. \1/41 N o • U 0 nC MI REMOVE EXISTING REMOVE EXISTING WALLS PATCH AS WALLS PATCH AS NECESSARY. NECESSARY. WI to H EJ — 1 hi h/— \ / • \ / \ / \ / EllINmilE rivi In x m — IIprili `S) GREMOVE EXISTING ROOF STRUCTURE. — L in REV. FEB 2, 2012 N 0 • 0 U a- 2012oeO REMOVE EXISTING ALL RIGH S RESERVED fWINDOWS TO BE THESE PLANS ARE AN INSTRUMENT OF BLOCKED UP. 1.1SERVICE AND ARE THE PROPERTY OF J THE ARCHITECT. INFRINGEMENTS WILL 1111 BE PROSECUTED. bi, O ._ 4,4 • REMOVE BLOCK WALL REMOVE BLOCK WALL REMOVE EXISTING AS NEC. FOR IOW AS NEC. FOR IOW WINDOWS TO BEGARAGE DOOR. BLOCKED UP. —7 GARAGE DOOR. f ca5 REPAIR AND MAKE SMOOTH EXISTING SLAB AS NECESSARY w in Pri m c.oN t- - 0 icaml E in / (r)u_5, co in o 6 II _` jj CLIENT/OWNER U (s) St-=G £ Z £GxU5 £f 0.11 GREENPORT HARBOR CA 14 BREWING COMPANY I- A MAIN ROAD (S.R. 25) D REMOVE EXISTING -/ ig� SOUTHOLD, NEW YORK BLOCK WALL PATCH I®1 SLAB AS NECESSARY. O 1 vireC1 14 II REMOVE SLAB IN THIS AREA PREP FOR NEW r---1 SLAB. SEE DWG A- I FOR INFO, TRENCH FOR 04 PROJECT TITLE m NEW DRAIN PIPES (SEE ENGINEERS DWG'S _ L L__J FOR INFO. obi I In _ ii 2 1- --1 RENOVATIONS J LJ AND ADDITIONS LJ ❑ V • Mo w DRAWING TITLE x x N601 x MOZ I x ZS=S N601 MOZ I N60 I MOZ I N60( MOZ 1 r i SStfl9 ONIaIlS ❑, 6t•x 19 r 1 100a dflil021 ?JOOa dflll0?J 2lOOa dflll021 I� r 2100a dri0?J I 1 - rL�- iri DEMOLITION PLAN iii. REMOVE EXISTING SUSPENDED CEIII Imo GRID WORK.. MI 15 DATE SCALE I KST ELOOK DEMOLITION FLAN C JUNE 12, 2012 AS NOTED INDICATES WALLS TO BE DEMOLISHED o a') s"' ED ISSUE INDICATES EXISTING WALLS TO REMAIN " © 0 DRAWING NO. O - IT IS 1:4,„o[ — LAWFOR ANY PERSON, 1®! UNLESS ACTING UNDER THE . RFD q • SCALE: I /4" 11 _ I I_011 DIRECTION TO ALTERANY ��e-o�ORT I.& ','/)., 'Ro :`T ` "2 E'"I .:"�"On!Ta 9.S Li'i",YVI,'vCi IIa Q ad., 4�q>A ='�ANYWAY.ANYA° 'T.bORIZED "�`_-> t.r,A`4EE AT1ON F UST RE , -f;, flpezi6) At:3 ED,SEALED,ANDga DESCN:CED iN ACCORDANCE ' . 4P47* --, 0 / WITH THE LAW, N REF. NO. „ . u i , 'i2 1015 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 I 6 17 ISSUES/REVISIONS 4114 kit• IP "' K i NI IN, WI eilt CO Q Q Q • .414\/i goaz _ _ J I .... N.,.... ______ „ „ • „4,„ ler %•P l•'. l•f .— 4 WI Om 11 „, 74,„ 1 \ • -(- -- --,. - i , 4, 4".„ \ / %, N. 2" C.)) Inik / 1111 --i 1 � � 04 L G yvr P NEW BOILER 8'-011T. I / \ / /•1 �•� ©20 12 io \♦ Nit/ ALL RIGHTS RESERVED 444 THESE PLANS ARE AN INSTRUMENT OF OM SERVICE AND ARE THE PROPERTY OF ' lilt N OM ARCHITECT. INFRINGEMENTS WILL NID WP y / \ AA BE PROSECUTED. -`-ri- -41--- . f 4! \J ,„t „, 4, : ,- ' o • eiNi n , _ \ w ' WP WP - �,,,n - if_ i --( - 8 44.0 — `.� INEI w / \ — w / / \0 ...,../ ---...--•. / \ / 7 14 Li" E 7 \ / 2 II I I \ \ / \ / \ / \ / �•♦ N ,.__ __ ... / CLIENT/OWNER / / / / ----_ '� i / / / ♦, Zr L %•i %•, A•i (6) do �•� G REE N PORT HARBOR - / �1 rigt BREWING COMPANY D 1 - / � � \ / � � \ / � � \ / � � \ Y� I I1 ( I MAIN ROAD (S.R. 25) / \ / \ / \ / \ I SOUTHOLD, NEW YORK I I I I / F 2 / \ \ \ / / / \ / /`•0 • N.4114PROJECT TITLE � idol •) (P) 0] ,-- RENOVATIONS C 1 V AND ADDITIONS , /). 0 ^ DRAWING TITLE a 0 C t FITIA EA O il CM ELECTRICAL PLAN FIRST FLOOR / SOUTH1LECTRICAL PLAN . R DATE SCALE u JUNE 12, 2012 AS NOTED — --- Imo flR5T fLOOK / SOUTH /1111 DRAWING NO. IT IS f'a iT.OLA T I`�R.tN 07 THE LAW FORfANY PEr SO �I, �\SZE,ED,,. RIM • UNLESS ACTIN UNDER THE <z., BURT/.,,,,\�' 111 II Mr ?`:" EcTIC 9 CF-A LICENSED �° ` '' ' ARCHITECT,TO C,LTE R ANYITLE1 ON MS DRAWING IN NOTED,SEALED,AND r, \c24 i� t.NY WAY.ANY Ai„)THCRIZED i . ;it; ALTERATION MUST EEi Ag _ 4,El.... A NOTE : SMOKE f I KE AND B U RG LA K WITH i E LAW. k. .44. m REF. NO. Al A (� N/I� RYnTHFI�� � � . . _ � 0 ► 5 I 2 3 4 5 6 7 8 9 1 0 1I 1 2 1 3 1 4 1 5 Ni 6 1 7 ISSUES/ REVISIONS ,it iAN ti. K fr. „:„7,,, izzy/ ,7. A v/z/z/z/Y , , i • i ileo et J .... •i c c c;c I W ig IOwn IV fl -0 • Imo 14 CIV c IV 0- t,„., L G 41, „, • rail ©2012 O ALL RIGHTS RESERVED 41 THESE PLANS ARE AN INSTRUMENT OF 1 OM SERVICE AND ARE THE PROPERTY OF — THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. o _ _o Q., I I , j„,r, __ \.) • -.(:)- .„7 \\ J —// ISM •r %.• _ EmilE (0 • 1 Irip Z Clil CLIENT/OWNER lillt ofMISII GREENPORT HARBOR Z BREWING COMPANY ICI MAIN ROAD (S.R. 25) D co SOUTHOLD, NEW YORK IC Eimi PINI eM42.,../. C.) IN • 114 01101 PROJECT TITLE PI `•� RENOVATIONS C AND ADDITIONS IT IS A V1O`'LATIMI OF 7-: 1 LAIN FOR ANY rPRSO\. 1 UNLESS L`C i E*G UNDER THE w DRAWING TITLE 1:11 ,IEC t E ON Or A LICENSr ITEfJ CN TENS I; ,z'R,tr,.-x INI AWP IVPANYWAY.ANYA, fir 7:E gisi NOTED, 1 17:U ” 5 i _L.0 N 39 :?D,SFt!.ED,tkC iMI ELECTRICAL PLAN G`: "''1 '-_ ; :^..R3 ELECTRICAL PLAN WITH T; LAW, _,; FIRST FLOOR / NORTH 5 DATE SCALE \c�cEpED ARCy/ IIIIJUNE 12, 2012 A5 NOTED WP WP 45a ° I.' {� e � = ir7h 2?AISSUE NW / N 0 Ri.... 11.1 c- -...,..\\ `, ¼4t) � DNG NO• WP WP Ju:, ':--) Ems+ ezto g -/ �W ANOTE : SMOKE f I RE AND BU GLAE2 r oe tg A o ALARMS BY OTh ERS Jliii �, , ' _� �•� REF. NO. / \ / 1015 I 2 3 4 5 G 7 8 9 1 0 II 1 2 1 3 1 4 1 5 I G I 7 ISSUES/ REVISIONS 1f: to oakvete ,,,,,.... , K ....., ,...ralle v V ttewI "w REMOVE EXISTING 'MANSARD ROOF' FROM FACADE, , PATCH AND REPAIR EXISTING WALL AND WINDOWS PROVIDE UNDERNEATH AS NECESSARY. PAINT WITH MASONRY SIDING NEW BOARD AND HARDIPLANK AS BATTEN SHOWN. • PAINT, COLOR TO BE SELECTED. INSTALL PANELS ABOVE EXISTING WINDOWS AS PER DETAIL C/A-7. Imi • / MI IO AZEK DRIP CAP(TYP.) ,7.-' A I....14 aro - 1® 1 T t 1 1 1 ►A I-1 REPAIR AND PAINT I I I I PROVIDE NEW PRE-'AB CANOPIES AS SHOWN P EXISTING WINDOWS AND I I � I I I WALLS AS NECESSARY EXISTING MASONRY WALL TO BE • NEW SILO(S) PROVIDED DY OWNER PATCHED AND REPAIRED AS NECESSARY AND PAINTED WITH MASONRY PAINT Eno ImulA tai+ it AINN V EI MO PROPOSED M SOUTH SIDE ELEVATIONEH JAN. 30, 2013 G EXISTING EXCEPT AS NOTED SCALE: 1/8" = I'-0" A3} JUNE 12, 2012 • rPM ©2012 ' ✓ 1 ALL RIGHTS RESERVED IS THESE PLANS ARE AN INSTRUMENT OF j/1 SERVICE AND ARE THE PROPERTY OF /0 THE ARCHITECT. INFRINGEMENTS WILL /y, BE PROSECUTED. Poi ,,,,, rr em _ • • 11111.10 ti M�1 ON f nil ..., 04 imi 7 1 Mk rr '' rit, CLIENT/OWNER risk VW Iml GREENPORT HARBOR A BREWING COMPANY imi MAIN ROAD (S.R. 25) D PROVIDE NEW BOARD AND BATTEN , SOUTHOLD, NEW YORK SIDING BY HARDIPLANK AS SHOWN. r Pimi MEI Mowl 041 r�., O MP' WM 11011PROJECT TITLE REPAIR AND PAINT EXISTING — WINDOWS AND WALLS AS EXISTING MASONRY WALL TO BE REPAIR AND PAINT EXISTING NECESSARY PATCHED AND REPAIRED AS NECESSARY AND PAINTED WITH WINDOWS AND WALLS AS ® RENOVATIONS MO MASONRY PAINT REPAIR AND PAINT EXISTING NECESSARY 1 AND ADDITIONS WINDOWS AND WALLS AS 7 1 NECESSARY • PANI w DRAWING TITLE REPAIR AND PAINT EXISTING r1 r 1 WINDOWS AND WALLS AS r ' NECESSARY rPeg NORTH * SOUTH . ..::: PROPOSE RECESSED LOADING AREA TO BE PHASE II L 1 D INN ELEVATIONS 1/0311 NORTh SIDE ELEVATION 2 " DATE B EXISTING EXCEPT AS NOTED A3 /� SCALE SCALE: 1/8" = I'-O" JAN. 30, 2013 AS NOTED ISSUE A JAN. 3 I, 2013 Ask DRAWING NO. A • IZ6i , A _ , i, ,,- ,' ) : , ,,.., .. ,, ,_, 7':` . %M. E. 0\ .•' REF. NO. I 2 3 4 5 G 7 8 9 1 0 11 1 2 I 3 1 4 1 5 IG 1 7 ISSUES/REVISIONS ekt 11W 1.9Ark tato too K -14 rv 0 F___ J TRIM BOARDS BY HARDIPLANK vill V iink NEW SIGN BY OTHERS PROVIDE NEW BOARD AND BATTEN ~ J SIDING BY HARDIPLANK AS SHOWN. ~ GREENPORT HARBOR BREWING CO. \NEW SILO(S) PROVID � : 0WNER POO REMOVE EXISTING 'MANSARD ROOF' Ad FROM FACADE, PATCH AND REPAIR REPAIR AND PAINT EXISTING I— A EXISTING WALL AND WINDOWS WINDOWS AND WALLS AS Nov tosoi PROVIDE NEW PRE-FAB T CAN IES I J UNDERNEATH AS NECESSARY. NECESSARY PAINT WITH MASONRY PAINT, EXISTING MASONRY WALL TO BE 4010, A5 SHOWN I -1 COLOR TO BE SELECTED. PATCHED AND REPAIRED AS INSTALL PANELS ABOVE EXISTING — NECESSARY AND PAINTED WITH ►�. PIM WINDOWS A5 PER DETAIL G/A-7. _ MASONRY PAINT • Piml AIr s^m REINFORCED CONCRETE 5u13 GRADE LEVEL oNG COMPACTED SAND 5EEDRAWING FOR DETAII 1 LOADING DOCK I. RECESSED LOADING AREA TO BE PHASE II A VW PROPOSED 1 =y EAST SIDE ELEVATIONC-I-- • 'n▪il - Pill EXISTING EXCEPT AS NOTED SCALE: I/8" = 1'-0" 4 rG JAN. 30, 2013 JUNE 12, 2012 • PM ©2012 r ALL RIGHTS RESERVED 11011 THESE PLANS ARE AN INSTRUMENT OF �) SERVICE AND ARE THE PROPERTY OF IAN THE ARCHITECT. INFRINGEMENTS WILL AA BE PROSECUTED. lel r ^Z • • tep I.r f I il� imi 7 1 NOWA gar CLIENT/OWNER i it r Mn 14111, imi GREENPORT HARBOR PROVIDE NEW BOARD NEW SIGN BY OTHERS ; BREWING COMPANY AND BATTEN SIDING BY PEI D HARDIPLANK AS SNOWN. GREENPORT HARBOR BREWING CO. A MAIN ROAD (5.R. 25) PPP SOUThOLD, NEW YORK REMOVE EXISTING 'MANSARD RO ' FROM FACADE, PIM OF I PATCH AND REPAIR EXISTING WALL UNDERNEATH AS PIM MINI I NECESSARY. Emi PAINT WITH MASONRY PAINT, COLOR TO BE SELECTED. INSTALL PANELS ABOVE EXISTING WINDOWS AS PER AN REPAIR AND PAINT DETAIL G/A-7. DETAIL G/A 7 Ims EXISTING WINDOWS AND40, A REPAIR AND PAINT WALLS AS NECESSARY PROVIDE NEW PRE-FAB 1 I EXISTING WINDOWS AND CANOPIES AS SHOWN I I I I I OV▪A WALLS AS NECESSARYIml 1 , PROJECT TITLE 1E1 11111114 `u�l iRENOVATIONS C POP • AND ADDITIONS IP 1 111 • MI . DRAWING TITLE PROPOSED WEST SIDE ELEVATION2 EAST $ WEST A�' 141 ELEVATIONS EXISTING EXCEPT AS NOTED SCALE: 1/8" = I'-0" Iml WM PO B lel /'I DATE SCALE JAN. 30, 2013 AS NOTED 41/0 ISSUE A JAN. 3 1, 2013 Virc Ad Iml DRAWING NO. lel • Iml /'j, r emi PO /I:\Zit WI /A P6. G,. % IMeI A ,..., \,:e ,,,„,, 1 ;/ vs,el REF. NO. Imilli F.` a., a, e. :......_ �' ur_i -:� ;;" 1 0 I 5 1 2 3 4 5 G 7 8 9 I O I I 1 2 13 14 1 5 1 6 17 ISSUES/ REVISIONS fiq t, W,/ I itva lc tle 411 I LATERAL STABILITY SCREW pal STRAP OR NOTCHED STRAP ANGLE AS REQUIRED TO EACH ,�� BY DESIGN (EACH SIDE) STUD MULTIPLE MEMBERS IF • AS REQUIRED AT ENDS 41 / EIAR JOIST 1 7114• v STRUCTURAL ... � IANGLEAND `J ANCHOR BOLTS uP JOINT,COPE s AS REQUIRED101100.11)fr,,*. -/ -' MACH WWI SCREWS OF TRACK AS REQUIRED AT CORNER ilill' \NI' ;-',./ AT CORNER - Ali V • BOTTOM TRACK, WAli ISI scREW 4° GAUGE AS �I' s"'D 444 REQUIRED TO / WELD REQUIRED 1401 TRANSFER 1. / MI LOADS i! MI TRAGIC STUD ' / III ' A•► NOTE SCREWS AS REQUIREDvierf Strap forces may require additional stiffening of theter• bottom track or structural angle. Pm NOTE:ALIGN BAR JOIST OVER STUD rMEI 3 BAR JOIST OVER STUD 1 ® h LOAD BEARING WALL 15 EXTERIIOR CORNER TIE Sketch I\ COPE °FTRACKS°CORNER • Not To Scalepm wo Wall 3rccing 1ebcdsIIIM TypicoJ I Al JAN. 30, 2013 PI JUNE 1 2, 2012 rift G r REV. FEB 2, 2012 • rPEI ©201 2 ALL RIGHTS RESERVED 20 THESE PLANS ARE AN INSTRUMENT OF • j/N SERVICE AND ARE THE PROPERTY OF /P THE ARCHITECT. INFRINGEMENTS WILL AA BE PROSECUTED. 2-)" LIGHTWEIGHT CONCRETE ON I'" A C TYPE F INTERMEDIATE RIB METAL T,P LIGHTWEIGHT CONCRETE METAL I TYPE F INTERMEDIATE RIB �A ., EPDM ROOF OVER ROOF DECK EPDM ROOF OVER ROOF DECK r SLOPED RIGID INSULATION SLOPED RIGID INSULATION \ ^t • • ___ ` ` n111111111111111111111111111111111111111111111111111111111111111111111 111111IIIIIIIIIIII111HI I_II1F11111111 mimosa's \\//7, \ \ / \ r L 1 �/ miif. - 18" OPEN WEB STEEL `� H. iy % • . JOISTS @ 16"o.c. :I- i::g 18"H. OPEN WEB STEEL r_, JOISTS @ 16"O.C. E 0 . „„.. , .:.,„.„, •. 11111111 1 14 % e • • @63 iCA 2"x8"STEEL STUDS • ” " f WOW CLIENT/OWNER 16" 0.C., I8' H. L — 2x8STEEL STUDS @ 16" 0.C., I8' 11. E4I All BRACE AS NECESSARY •. •. BRACE AS NECESSARY . , [• . AS PER MANUFACURER'S - AS PER MANUFACTURER'S , RECOMMENDATIONS RECOMMENDATIONS -� y COLD ROOM AND SPECIFICATIONS o COLD ROOM AND SPECIFICATIONSiI 1 GREENPORT HARBOR p r...-1 BREWING COMPANY ° . MAIN ROAD D f— EXTERIOR GRADE GYP. BD. L (S.R. 25) SHEATHING (TYP.) REMOVE CEILING AND ROOF STRUCTURE. oco SOUTHOLD, NEW YORK REMOVE CEILING AND ROOF STRUCTURE. o o{ r MI • EXTEND WALLS TO 30'ABOVE SLAB WITH 2"x8" FRAMING 16"O.C.. O EXTEND WALLS TO 30 ABOVE SLAB WITH 2"x8" FRAMING @ 16"O.C.. r^ @ BOTTOM TRACK FILL WITH FOAM INSULATION. BOTTOM TRACK `o �: BOTTOM TRACK FILL WITH FOAM INSULATION. BOTTOM TRACK - o i- PROVIDE NEW"FLAT" ROOF STRUCTURE ABOVE. �� �� PROVIDE NEW"FLAT" ROOF STRUCTURE ABOVE. I•01 A ADDITIONAL ADDITIONAL \ ADDITIONAL PO 2 CONCRETE BLOCK. CONCRETE BLOCK. TO 13'-4" Ln CONCRETE BLOCK. • IN HEIGHT(TYPICAL) • i ADDITIONAL A•J `� > CONCRETE BLOCK. TO 13'-6" ��IN HEIGHT(TYPICAL) /moi . I ~ PROJECT TITLE PROVIDE#5 REBAR(VERTICAL) I ! PROVIDE#5 REBAR(VERTICAL) 01111THRU EVERY OTHER OPEN CELL i THRU EVERY OTHER OPEN CELL .00 OF CONCRETE BLOCK. FILL I i OF CONCRETE BLOCK. FILL rj� 4 CELLS WITH MORTAR. -rCELLS WITH MORTAR. I 9 RENOVATIONS C 6" POURED CONC. + • AND ADDITIONS SLAB LOADING p w_ I `r • DOCK, REINFORCED WITH PROVIDE BLOCK IN-FILL AT O < I I lA�) REMOVED WINDOWS AS I SLOPE DN. 6x6/I Ox I O I DRAWING TITLE .u - INDICATED ON PLAN I/8"/FT. WELDED WIRE MESH. EXISTING SLAB REPAIR i EXISTING SLAB REPAIR i T ! • AS NECESSARY. t 15'-0 u AS NECESSARY. 4 \ r� COLD ROOM SECTIONS / ISOLATION JOINT 4 ! MMI 01.11 \ I I d \ INOTE: ADD 12" FOOTING ON EACH Z.0 NOTE: ADD 12" FOOTING ON EACH I �/� I M1 5 P. SUB COMPACTED PROVIIDEEI 2'TING#5 REBAOR EPDXIED INTO — i � K JAN. 30, 2013 AS NOTED SITE OF EXISTING FOOTING. I Ail DATE SCALE PROVIDE 12"#5 REBAR EPDXIED INTO � � I EXISTING FOOTING @1G"O.C. AS EXISTING FOOTING @I 6"O.C. AS SHOWN. ` ISSUE SHOWN. iallk JAN. 3 I, 2013 r PAO MI DRAWING NO. MI SECTION COLD ROOM CE9 . --- F: T �.;Y µ �"�SECT ON COLD ROOM A ,� � �EXISTING EXCEPT AS NOTED SCALE: 1/4" = I'-0' _ . , _ -- :: �EXISTING EXCEPT A5 NOTED SCALE: 1/4" = I'-0" AZ ; 44 . ,, ,, ,, i1 M, ,..: _-.,. ,- - ••„ ,.., F.,n: ‘s ,..., 1,1,i, 1 REF. NO. q I:.t... -.veli..= K a�.s:. l- T«' I O L I 2 3 4 5 6 7 8 3 10 II 12 13 14 15 16 17 „__. ISSUES/REVISIONS Ifel %CI iNe , 1.... K ALUM . PARAPET CAP -.sr I piszsi ti ie ino,. LI _��-' I; RUBBER FASTENING STRIP l —_,-- ii i J /---- ) -- ;o ; FULLY ADHERED EPDM ROOF MEMBRANE ii ATTACHED TO RIGID INSULATION WITH ictilJ i I APPROVED BONDING ADHESIVE - I I ›'< Owl oloi I mil >.< ) aink Now ' 'CI V) rif --''-->_< a p p I-1 • . ) . a p : :a 1 • 0 0 L J I I I_ I PO 0- 0 — 0 0Oak PM �� ' A JAN. 30, 2013 ALUMINUM SCUPPER rVV iMMI (TYPICAL) G 1 ! y' _ SLOPE DOWN SLOPE DOWN ~ JUNE 12, 2012 C 1 �, REV. FEB 2, 2012 • ' ' A ©201 2 Pio. ALL RIGHTS RESERVED o O so THESE PLANS ARE AN INSTRUMENT OF ;....1 SERVICE AND ARE THE PROPERTY OF U-3 LU O OIL A!1 THE ARCHITECT. INFRINGEMENTS WILL COLD ROOM PARAPET DETAIL g BE PROSECUTED. 1^ow A f SCALE: 3" = 1'O" LU • W p • fm z •• o o r LU Z g '- W O O Imil O � s T b o 1 cit . p �i it ~ l E., , . ,!,..........................., .„, 1 I� r 1 E ....... ......_ VW U IIUAllk r SLOPE DOWN SLOPE DOWN —� 1. WATER CUTOFF MASTIC CLIENT/OWNER l iiNO . . 1 . . Pior ' SCUPPER BLOCKING r 1111 0 0rat Imo GREENPORT HARBOR Wa 0 0 LU LU BREWING COMPANY '-- mu MAIN ROAD (S.R. 25) �' Ir.— r..., SOUTHOLD, NEW YORK � IsmI . iy NW 1 imi p . • • a • a �i p s ,Q p ' ti a p aAO • ImI PROJECT TITLE poll p ROOM nn // I I I 1 I 1•■I R O O PLA / COLD I\ O O I V i RENOVATIONS C SCALE: 1/4" = 1'-0" A6 • AND ADDITIONS r • ift \ / PIM lh DRAWING TITLE ✓ 1 w • 'PM COLD ROOM ROOF PLAN • "1 AND DETAILS r•o Iwoa P 5PO .41 DATE SCALE JAN. 30, 2013 AS NOTED 1 ISSUE oak JAN. 31, 2013 COLD ROOM PARAPET DETAIL 2 1 . ;, . DRAWING NO. M AT SCUPPER SCALE: 3" = 1'0" A2 _ '110• A(b �� 5 , A pm vie ,n '#44111P.- , REF. NO. PM � =r ''.- - j.,r,-.;1 - I 0 I 5 I 2 3 4 5 6 7 8 9 10 I I 12 13 14 1 5 IG 1 7 ISSUES/REVISIONS folig IA OEN Wei tip I K REMOVABLE GENERAL NOTES wq ALUMINUM PIPE ISOLATION JOINT ELECTRICAL RAILNG. 6" CONC. SLAB MISC. GENERAL NOTES M� I. FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT, / REINFORCED WITH i. THIS PROJECT IS CONSTRUCTION OF RENOVATIONS AND ADDITIONS TO AN EXISTINGM #5 CONTINUOUS / TOOLS,AND SERVICES NECESSARY AND REQUIRED FOR r 6x6/I Ox I 0 WELDED I I II RIGID LOAM INS U L COMMERCIAL STRUCTURE CLASSIFIED AS AT LEAST TYPE II,BASED ON VISUAL INSPECTION. PROPER AND COMPLETE INSTALLATION OF ALL NEW w^ REINFORCING RODS. /2 2. THE HEIGHT OF THIS BUILDING AS DEFINED BY THE BUILDING ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, `9 WIRE MESH. CODE NEW YORK STATE VARIES AS INDICATED ON THE DRAWING. L BST NOT TDLIMITED TO: SCONNECTIONS NNECTIOYSTEMS, S TO G,PREVIOUSLY VIOT SLY -\_ jt ' • ACRYLIC STUCCO, SMOOTH 3. THE OCCUPANCY OF THIS BUILDING WILL BE F-2(FACTORY INDUSTRIAL HAZARD). SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION •I O -z=x-,x4.•-x 4. THE SQUARE FOOTAGE OF THE BUILDING I5 10,189 SQ.FT.ALL ON GROUND FLOOR. EQUIPMENT,CONNECTIONS TO APPLIANCES, ' e HARDI PLAN K CLAPBOARD, G" EXPOSURE 5. DESIGN LOAD CALCULATION ARE BASED ON: GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND LIVE LOAD:AS PER TABLE 1607.1,BUILDING CODE OF NEW YORK STATE. DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN DEAD LOAD:CALCULATED AS PER WEIGHT. ON THE APPLICABLE DRAWINGS AND AS NORMALLY b £5" I �}" . , SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDINGmil c0 / / SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG. 1608.2 BCNYS. V SEISMIC DESIGN CATAGORY B. CONNECTIONS TO PREVIOUSLY INSTALLED 6"COMPACTED TRANSFORMERS AND ELECTRICAL DITRIBUTION V wihl ISOLATION JO NT WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 1 20 MPH 3 SECOND GUST. r SAND. srsrEMs. �p LOCATION LIVE DEAD DEFLECT LIMIT 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF Tmimi J HE 2010 ELECTRICAL CODE OF NEW YORK STATE,THE s' \, , -. #5 STEEL 1st FI. 125 LB 12 11360 NATIONAL ELECTRICAL CODE,NEPA NO,70-1984(NEC), M� a, • t a REINFORCING I " X 4" FULL CEMENTITIOUS ROOF 20 LB.GROUND SNOW 15 LB. U360 LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND \ RODS. HEALTH CAT(OSHA),THE NATIONAL ELECTRICAL TRIM BOARD G. THE ARCHITECT ASSUMES NO RESPOSIBIUTY FOR THE CONSTRUCTIOt. MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER \; • O o O MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE 0 SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. MORE STRINGENT REQUIREMENTS WILL APPLY. 9 i \ THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE BEAR THE UNDERWRITERS LABORATORIES,INC.LABLELAND BE SUITABLE FOR THE ENVIRONMENT IN WHICH 401 I'-8" PLANS. THEY WILL BE INSTALLED. NBA / / 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. " 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE Ail 6 COMPACTED EXTERIOR WALL PANEL DETAIL 7 DO NOT OR(S) FU ISH DIMENSIONS ONLY. PERFORMED BY OR UNDER THE SUPERVISION OF A M� SAND. 8. CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL GS AND EQUIPMENT PROPERLY LICENSED MASTER ELECTRICIAN. �► SHOWN,LISTED,OR DESCRIBED ON THESE DRAWINGS SUBJECT TO 5. THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR `� QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS A5 NOTED. CONTRACTOR ALL PERMITS,LICENSES AND INSPECTIONS AS REQUIRED SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES,AND • SCALE: 3" = I'O" \ Aq COMPLETE THE WORK. ANY OTHER APPLICABLE JURISDICTION. NOW 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH G. CARBON MONOXIDE DETECTORS SHALLBE DIRECTLY MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. CONNECTED TO THE LIGHTING CIRCUITS WITH NO r.' - DETAIL 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS INTERVENING WALL SWITCH. LINE CORD-CONNECTED, AND CERTIFICATE OF OCCUPANCY. DIRECT PLUG-IN,AND BATTERY POWERS LARMS ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON N DEMOLITION EACH LEVEL ON WHICH SLEEPING QUARTERS ARE SCALE: 1/2" = 1'-0" A 2 I. CONTRACTOR SHALL DEMOLISH EXISTING WALLS AND EXISTING ROOF LOCATED. 7. SMOKE DETECTORS IN CONFORMANCE WITH THE AS INDICATED ON DRAWING. ELECTRICAL CODE OF NEW YORK STATE AND THE • 2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL BUILDING CODE OF NEW YORK STATE. OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. 3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK r AS CLOSELYAS POSSIBLE UNLESS OTHERWISE NOTED. 4. EXISITNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED A5 NECESSARY DURING DEMOLITION AND CONSTRUCTION. M� 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL /A NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT AS NECESSARY. 011111 • - FOUNDATIONS JAN. 30, 2013 ' • • I. ASSUMED SOIL BEARING CAPACITY.2,000 Ib./51.Ft(PER TABLE 1804.2 BCNYS). IMI 2. CONCRETE TO BE 3,000 ps:.-28 DAY TEST. r 3. ALL FOOTINGS TO REST ON I 2"BELOW VIRGIN,UNDISTURBED SOIL. G 4. CONTRACTOR TO PROVIDE SLUMP TEST WITH SLUMP OF 3"TO 6'. PIM JUNE 12, 2012 GENERAL. PROVIDE CONSTRUCTION MATERIALS,LS,TRANSPORTATION,EQUIPMENT AND IIIIIW SERVICES NECESSARY TO COMPLETE ALL WOOD,PLASTIC AND METAL WORK REQUIRED REV. FEB 2, 201 2 BY THE DRAWINGS AS SPECIFIED HEREIN,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. • 2. FASCIAS,SOFFITS AND EXTERIOR TRIM AS INDICATED ON DRAWING. 3. INTERIOR TRIM AS INDICATED ON DRAWING. 4. FRAMING ELEMENTS: COUNTER FLASHING A. ALL FRAMING SHALL BE METAL STUDS AS INDICATED ON DRAWING. r.:4 ©2012 B ALL SHEATHING TO B.E.APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. ALL RIGHTS RESERVED ( / __„-- C ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE I, r 3/4"MIN.THICKNESS. D NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM. BASE FLASHING ALL 2"x6"STUDS SHALL RECEIVE 5 10d NAILS AT SILL AND PLATE. 101/0 THESE PLANS ARE AN INSTRUMENT OF AIR VENTS I I I I II I I I I I I I f"" ALL EXTERIOR NAILS SHALL BE GALVANIZED. SERVICE AND ARE THE PROPERTY OF No ),,A, E PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES THE ARCHITECT. INFRINGEMENTS WILL AND Gd NAILS @12"O.C.INTERMEDIATE. AA BE PROSECUTED. F ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. M� G ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH •,;� . q ,`.r...•,..'.. GALVANIZED HURRICANE TYPE CONNECTORS BY"51MPSON"OR APPROVED �+� 11,,��'' / EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT ALL A PERIMETER JOISTS TO GIRDER CONNECTIONS. q ROOF , 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS. CONSTRUCTION G. PROVIDE 7/1 6" TH.PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND INSULATED THIMBLE DOORS.PANELS TO BE LABELED FOR EACH OPENING.PROVIDE FASTENERS IN - ACCORDANCE WITH TABLE I609.I.4 BLDG.CODE OF NEW YORK STATE. • 7. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 8. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED MEMBRANE. • 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS r 1 AND CRICKETS SHALL BE ALUMINUM. �9 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT STEP BOILER AND K E T T VENT FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE ~ USED AT INTERSECTION OF ROOF AND CHIMNEY,AND w ROOF AND WALLS. TIS I I I.INSULATION SHALL BE BATT INSULATION OF THICKNESS s STACK DETAIL 5 INDICATED ON THE DRAWINGS AND SHALL BE 2-1/21b. DENSITY FIBER-GLASS BATTS CONFORMING TO THE r PM SPECIFICATIONS FOR PRE-FORMED FIBROUS GLASS INSULATION. NAAMM STANDARD 51, Ib-70. 60 - E SCALE: NTSAl1 2.INTERIOR DOORS SHALL MATCH EXISTING. mg CHMINEY AT ROOF OPENING I3.NEW HARDWARE SHALL MATCH EXISTING. 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE, SW (ZERO CLEARANCE) CONFORMING TO ASTM C36,AND SHALL BE "SHEETROCK SW'BY U.S.GYPSUM CO.OR APPROVED 4111, EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 1/2". T 17.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED CLIENT/OWNER q� AND SPACKLED THREE(3)COATS.ALL EXTERIOR r/ • CORNERS SHALL HAVE METAL CORNER BEADS. ego lor • t I FINISHES" t • r Mk I. CERAMICNDTILE FLOOR THIN LT DHESTED BY OWNERS WM GREENPORT HARBOR AND INSTALLED WITH THIN SET ADHESIVE. 2. EXTERIOR PAINT APPROVED BLATEX ACRYLICDACCORDANCE DMIN BREWING COMPANY MOORS R PNT SHALL EQUAL,AIN YBENJIN ZZ\7 WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO BE SELECTED. MAIN ROAD (S.R. 2 5) 3. EXISTING INTERIOR WALLS AND CEILINGS SHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED.PAINTING SHALL BE TWO 11MN � SOUTH O LD, NEW YORK (2)COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, r�1 COLOR TO BE SELECTED. Je 15'_0" 15'-0" / 4. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED, PRI y AND FINISHED WITH TWO(2)COATS BENJAMIN MOOREM. LATEX ACRYLIC SEMI-GLOSS PAINT. Zn ISOLATION JOINT HVAC !� I I. NOTE: NO SPECIAL HEATING OR AIRCONDITIONING rPM .:4SHALL BE PROVIDED IN THIS FACILITY. \ \ PLUMBING PROVIDE BUMPERS.�_ PO O O e. O ° I I. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, M� PROJECT TITLE ��.. EUIPMENT,AND SERVICES NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS I I I \ SPECIFIED BY OTHERS,OR REASONABLY IMPLIED AS r NECESSARY TO COMPLETE THE WORK. IMIImi SO 2. ALL FIXTURES,FAUCETS,ACCESSORIES,ETC.SHALL 6" REINFORCED CONCRETE SLAB CONFORM TO THE NEW YORK STATE ENVIRONMENTAL 6" COMPACTED CRUSHED b CNSERVATION LAW WITH REGARDS TO WATER SAVING LT.. RENOVATIONS COMPACTED SUB STRATE. AND CONSEVATION. ALL FIXTURES SHALL BE ON THE CONCRETE, ' APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING AND ADDITIONS • FIXTURES"AS PUBLISHED BY THE NEW YORK STATE TRENCH DRAIN WITH 1I DEPARTMENT OF ENVIRONMENTAL CONSERVATION. `9 TRAFFIC COVER. .11 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE • ISOLATION JO NT �/ PERFORMED BY OR.UNDER THE SUPERVISION OF A ----49" PROPERLY LICENSED MASTER PLUMBER. UPON SLOPE 8'/I FT. EXISTING BUILDING. -/ COMPLETION,THE PLUMBER SHALL PROVIDE A SOLDER ^ DRAWING TITLE 6%SLOPE. A CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. 4. THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR r b' . :+ , a • MeV;I,..� �..- -ry • r .�. ALL PERMITS,CERTIFICATIONS,LICENSES AND ��� a -� • ,.�i-� -,��.-.-� •�1�•�` .� . " ••,wry••„,tea•. INSPECTIONS ASS REQUIRED BY LOCAL,STATE,AND DETAILS yeFEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE :40,:"1"4"Lin, GENERAL NOTES I' OIL JURISDICTION. O / / � B I It . ii� M®I P \` 10411 DATE SCALE _\ -\- CLIMATIC AND GEOGRAPHIC CRITERIA "' "€ kn,. p '. ;° % JAN. 30, 2013 AS NOTED 2'-0" I GROUND SNOW LOAD 20 PSF , . t..,', .-~}?, Is- s ISSUE / / WIND SPEED 120 MPH (PER FIG. 1609 BCNYS) ) t I IrP ' Vior JAN. 31, 2013 SEISMIC DESIGN CATAGORY SEE DRAWINGS. FLOOD ZONE N/A (PER FEMA MAP) PO Mmml DRAWING NO. FROST LINE DEPTH 36" t `` 1411 MI DETAIL - ' C8Z4 DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) �..=,.''. -�; ,,;jF: ' •:� �MANUFACTURING (LIGHT) 125 PSI (PER TABLE 1607.I BCNYS) t il:\ 6 SCALE: 1/2" = 1'-0" OFFICES 50 PSI (PER TABLE 1607.1 BCNYS) N' \ , MI l , / '.• .' . Aal A 1 R f`, I ;, � i A jr "�y, d" ✓ ` 1s , = REF. NO. I 0 I 5 I 2 3 4 5 G 7 8 9 10 11 12 13 14 15 I G 17 ISSUES/ REVISIONS Cikt Int !ND ifsik 1 tva itNE, K v REPAIR AND MAK= 5 00TH EXISTING SLAB AS NECESSARY1 NOTE: REMOVE EXISTING MANSARD WI ::z ROOF , SOFFIT etc., REPAIR - U- �n STRUCTURE AS NECESSARY. --\ " " Om cn N isplkNINO I— X in � O Oma m p I F 7 • la £I xMO?I L —' J I £b--S £17=S 21000 dnl-10`d 0 5'017=S GMOCNIM WOGNV211 Alk £Gx?9 £GxES0 B17x901 d0 dol Ol£Z I I— J 0 S gg l 0 )401 me igniA I- r-- i� o ' — C L o IIM 1x Unil J in Lc)0 „.„.. -1 REMOVE SLAB IN THIS AREA PREP FOR NEW II ��� r--i SLAB. SEE DWG A- I FOR INFO, TRENCH FOR II I I NEW DRAIN PIPES (SEE ENGINEERS DWG'S IIN 0 m • m L L--J FOR INFO. III- ( III i I II II III Emil 0 1 I 1 PO J L J W III 1111111,MO LI I III Voy ImIl . I L I , oe 1i MI JAN. 30, 2013 CI S=G 1—, oIml S 1 i 617x 19 I co �I JUNE 12, 201 2G . r�. r REMOVE EXISTING SUSPENDED CEILING AND z---� a 3_' o `'� Ob=S REV. FEB 2, 2012 — GRID WORK.. 117xze • tn A ©2012 0 cri REMOVE DROP CEILING etc... ALL RIGHTS RESERVED in 0 O = cl)- U THESE FLANS ARE AN INSTRUMENT OF p m cn cn O SERVICE AND ARE THE PROPERTY OF ~ /O THE ARCHITECT. INFRINGEMENTS WILL MAlml BE PROSECUTED. c I I 1I ,,+ 1- II ___ I1 IO I C -1 C1 I—— _J__ C ^Z REMOVE FLOORING etc... REMOVE SLAB IN THIS AREA PREP FOR INEW 0 I L----J I SLAB. SEE DWG A- I FOR INFO, TRENCHI FOR I r----1 I • NEW DRAIN PIPES (SEE ENGINEERS DWG'S - cz Iti I I L • FOR INFO. '"' imo z PER ..., E o o -, N N A r tu cd cdcd o_CD II II v rZk• CLIENT/OWNER cnn0 NO • OA —1— _ -N — O = I C f GREENPORT IIARBOR m BREWING COMPANY `° EXCAVATE AND PREP FOR NEW - A D N„£17 dol�a1NflO RECCESSED SLAB. SEE DWG A- I FOR �` I I mu MAIN ROAD (5.R. 25) 1 I — — INFO. SOUTHOLD, NEW YORK r.▪ , A mm _ I®1 go IL I r — II PER •q- i _ ) AP▪ ) MI II 111=1 PROJECT TITLE U 91 Lonn 11 ON .xN. / / / rat 9V -tin m N II / 0 I RENOVATIONS 1 co / AND ADDITIONS L9xS'gZ I 19=S _ L9 S'bZ I 'WOG al_ G.01 / A x 017=S N££ I x M1717 ISfXS GG / DRAWING TITLE - _- - loola clmio i - --_ I / pi.. "" / rim DEMOLITION PLAN L —/ No Iml ] NOTE: REMOVE EXISTING MANSARD ROOF , SOFFIT etc. r INDICATES WALLS TO BE DEMOLISHED REPAIR STRUCTURE AS NECESSARY. B ilmil /�I DATE SCALE INDICATES EXISTING WALLS TO REMAIN JAN. 30, 2013 AS NOTED AO MKST ftOOK DEMOLITION KLAN 100. tdink' ISSUE 4111, JAN. 31, 2013 ISI DRAWING NO. FEB ' 2013 PM • 1..1 Elm . 1 /4" = I 912-111-. '. c , SCALE: '-0" ,, 9._ ED IL r_, e s A ,..., .....,,,,,,,..:: ,,,,,,,,, „...,,, ,i.. --„....,, , '„.. „. ... . \. —' ,`t:' C%C. "^•`.;m' �� REF. NO. WEA{, :4;_Lts.W - - 101 5 I 2 3 4 5 G 7 8 9 1 0 11 1 2 1 3 1 4 1 5 1 6 1 7 ISSUES/REVISIONS 14 lit t` .A 411,0 I IN. KREMOVE EXISTING WINDOWS TO BE "III BLOCKED UP. - 1I v v A ii N98 x M96 H H H M- ?JOOO dni-10 J 5'L I =S S'L I =S BLxOB BLxOB • REMOVE EXISTING DOOR TO BE I BLOCKED UP. �i EXCAVATE FOR NEW 1.• .4 97- qT14J dank J FOUNDATION AS 0 a 1.1 SHOWN ON DWG I -A2. \ N o 0 • y1 U OJ az WM WI REMOVE EXISTING REMOVE EXISTING OW WALLS PATCH AS WALLS PATCH AS ✓.1 NECESSARY. \,..,....,__:. N NECESSARY. tion Lc? 11111" r....1 g£=S C,-— I G Al 4S NI-11M I / bSx l 9 L r \ / • \ / \ / \ / .., \, i said mil oak Vio osik imi • co ' - F JAN. 30, 2013 Ln` c' C9 to Ad G REMOVE EXISTING ROOF STRUCTURE. JUNE 12, 2012 Voi• f to REV. FEB 2, 2012 N n • U J 0 tt CiL ©2012 o REMOVE EXISTING r, ALL RIGHTS RESERVED fWINDOWS TO BE 111 THESE PLANS ARE AN INSTRUMENT OF BLOCKED UP. SERVICE AND ARE THE PROPERTY OF /P THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. mu It 1- .... ..r ._ REMOVE BLOCK WALL REMOVE BLOCK WALL • REMOVE EXISTINGAS NEC. FOR 10'W AS NEC. FOR IOW WINDOWS TO BE GARAGE DOOR. GARAGE DOOR. I BLOCKED UP. I r ---- ---3 _Jrt .1_ imi REPAIR AND MAKE SMOOTH EXISTING SLAB AS NECESSARY oL f _ . e in Co N 0 X U E. T—// 'n 5 O 0 C m � 0 ori I~ r AIMr `r in f CLIENT/OWNER u� Sb=G S ' . S6x?9Oil SE . u.i z . nco vow 1.0 GREENPORr HARBOR BREWING COMPANY I— — AMAIN ROAD (S.R. 25) D — REMOVE EXISTING - , SOUTHOLD, NEW YORK BLOCK WALL PATCH — SLAB AS NECESSARY. MEI I®I II rte, J Pm REMOVE SLAB IN THIS AREA PREP FOR NEW PIP owo r--7 SLAB. SEE DWG A- I FOR INFO, TRENCH FOR :: PROJECT TITLE I I NEW DRAIN PIPES (SEE ENGINEERS DWG'Sawl co L--J FOR INFO. i:•I ''''.4."*". RENOVATIONS LJ 0 y �j '-J • AND ADDITIONS r.+ AO ON DRAWING TITLE 3G=G !. NG0 I x MO?I N60 I x MOZ I P60I x MOZ I P601 x MOZ I 41 1 GGV10 9NIOI1G 0, 6bx 19 i, `r X004 dflll021 J000 d(111021 21004 d(lll0?J d(1l 2J000 lO2J —1 1 DEMOLITION PLAN REMOVE EXISTING SUSPENDED CEII `— GRID WORK.. N: API NPoll EDICATES DATE SCALE 4110 T LOOI� DEMOLITION LA JAN. 30, 2013 ASNOTED 15 R� WALLS TO BE DEMOLISHED 0 ISSUE EL x ^ JAN. 3 I, 201 3 INDICATES EXISTING WALLS TO REMAIN — i't /Ma O FEB 2u•� M DRAWING NO. lal SCALE: 1 /4" = I '-0" • rem - + 4 1 r. p , 4 i., , A . Iii PA poi i We 1' . REF. NO. _ 1015 I 2 3 4 5 G 7 8 9 IO II 1 2 1 3 1 4 1 5 I 6 1 7 ISSUES/ REVISIONS r1 EMERGENCY LIGHT� l�w to oakw I ' ;` K \) -.2,1 PralM NowQ EXIT i/) - 714 — / — llMtIml J i1 ...,N..... ____ 14, • „to „„ 4, 4, 4, ) . tvilll 10 10 10 -7 InoII Plol oink VW 1 1 ;,,, 7- / \ r 1 1 ______ _., �� ...•,,_,4 %1 • U_IX HC)--- -(1)- L>L1( lk 4411 1010% Oft EXIT 7 • ' EMERGENCY \ PM LIGHT / \ ImI NA G 7--I I ti\j— r JAN. 30, 2013 JUNE 12, 2012 Hcf AWPP NEW BOILER 6-0'11T."6-0'11T.T. l • `•; \ / /1 A © %•, ;iv. RIGHTS RESERVED Ill — '� THESE PLANS ARE AN INSTRUMENT OF / SERVICE AND ARE THE PROPERTY Cr ,_WPy1/4/� \ THE ARCHITECT. INFRINGEMENTS WILL } A.M BE PROSECUTED. #0%,•,, „, ,,, ____- en • , a l z � / N > WP VM/P _ az 1. 111 I1) • , : - CO i — — / o = \ ♦♦ ♦1 ♦1 /1 — % / :� E I 1 1 1 \ Oak \ J 7 \ 7 \ 7 \ `•, • N _____ ___ /1 MEI unrillCLIENT/OWNER . 1/ ...„- ...,1 i i i i / s • �•� �•� �•� �•� �•� �•� GREENPORT HARBOR %, %� •♦ %♦ %♦ rin - BREWING COMPANY / I A MAIN ROAD (5.R. 25) D _ _ EMERGENCY „� SOUT OLD, NEW YORK r^ / 7 7 7 LIGHT 01401 ( I ' I I / E. WI 1 / l lI � � � MINI101� . \ / . \ / •% \ / . \ / • bia J' PROJECT TITLE 10 10 10 10 e-1)%1.0 01111 41 41 i• 10 10 RENOVATIONS AND ADDITIONS 11011111.6414* • r I EXIT ` MINNIINES I J MI i ^ DRAWING TITLE 4.117 - 71824 PElel = ELECTRICAL PLAN FIRST FLOOR / SOUTH B LECTRICAL LAN , . .., P Al DATE SCALE F JAN. 30, 2013 AS NOTED Ic ISSUE ollos JAN. 31, 2013 queir fl KST fLOOK / 50UTH Ali t , peas I®I DRAWING NO. , ,, , : : FE-13 AA Poll INF . paa pp ppi . A , 113 II. Illik VIII ; , . - a � z - � REF. NO. NOTE : SMOKE FI KE AND BURGLAR Al A2nARY nTHFPG, I 2 3 4 5 G 7 8 9 IO 11 12 13 14 15 16 17 ISSUES/ REVISIONS 1 t• v X//////////, / _// //A 7//////f//zYY//�1f I f./7/ /// / taw K-II . ar:: 7-0 • • 4 femmk J , — c c c . • -, ,/ „ 4, 4, • , %, I 1.40 PEA 0 0 ibilesok/4 liew -- . umi pie — 0h 0 • :. IA AllaPaAI_ ♦��� tilt te% A - c� G �� r JAN. 30, 2013 JUNE 12, 2012 • A ©2012 ALL RIGHTS RESERVED x THESE PLANS ARE AN INSTRUMENT OF OS w / to SERVICE AND ARE THE PROPERTY OF — seirl THE ARCHITECT. INFRINGEMENTS WILL __ DE PROSECUTED.Ilt 0 pm fEMERGENCY Ask fi _ LIGHT I , A _ • \) • EMERGENCY uS r LIGHT {} o MEI Al` ..., ; ..,, ,..., /411%`•1 I %%, r.lt 141 VorA CLIENT/OWNER SO • T Mn %Iel W GREENPORT HARBOR _ BREWING COMPANY MI PmMAIN ROAD (S.R. 25) D ;; SOUTHOLD, NEW YORK Ingil im MEI Imil :•I #0.% . • #‘ a� #01%. %0IC. . %if Pm r mil ISI PROJECT TITLE isql '\• RENOVATIONS C EEMERGENCY �� • AND ADDITIONS LIGHT EXIT • _ • I , I h ll II -1 ^ - DRAWING TITLE G■I NIMPO WP P � : �,: 'ry w , ELECTRICAL PLAN 10111 , ELECTKI c A . L PLAN . `, FIRST FLOOR / NORTH R :. _w ..i,:.,->.: i= V 11. 10 DATE SCALE JAN. 30, 2013 AS NOTED sWP _,LY_VP ..,„-.-..;:-7=---_,..„` jC C'i,<, : E , iPOPP ISSUE almlik JAN. 31, 2013 fIK5T fLOOK / NOKTI-1 '1' • _ ,,7_,), . • /r, ,i,t,c)...\ ' ' ova M DRAWING NO. I Now INIA • + \ z .. f k I ■I .11 6) 2_ < oz oO 1"nti1 INA -' PA re E., ,,,„ oL P A Alba SMOKE FIR AND BURGLAR J `0 � I III REF. NO. 1015ALARMS BY OTHERS � Builder/Contractor Responsibilities Drawing Index Q.) Drawing Validity - These drawings, supporting structural calculations and design certification are sTAR BuILDING sysTEms Page Description based on the order documents as of the date of these drawings. These documents describe the m's material supplied by the manufacturer as of the date of these drawings. Any changes to the order El Cover Sheet documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building A ® An \ C� Company y E2 Roof Framing and Sheeting authority of all changes to the order documents which result in changes to the drawings, supporting E3 E3 Sidewalls structural calculations and design certification. H E4 Endwalls Builder Acceptance of Drawings - Approval of the manufacturer's drawings and design data affirms For questions regarding the interpretation of the drawings, materials provided, or assembly of the parts: E5-E6 Main Frame Cross Sections that the manufacturer has correctly interpreted and applied the requirements of the order KIS\ • Call 1-800-879-7827 and ask for the "Field Service" department. / documents and constitutes Builder/Contractor acceptance of the manufacturer's interpretations of • Before or after normal hours, you may send an email to Field.Service©StarBuildings.net. Please include the order no., brief description of the question, & contact name and phone number. the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of standard practice Sept 86 Section 4.2.1)(Mar 05 •° Section 4.4.1) .Q- U 10 Code Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project a) plans andspecifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required approvals and permits from the appropriate agency as required. ENGINEERING DESIGN CRITERIA PROJECT NOTES Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as BOLT TIGHTENING - All bolted ,joints with A325-09 Type 1 bolts are 42. temporary guys, braces, false work or other elements required for erection will be determined, Bu i ld i ng Code 2010 NEW YORK specified as snug-tightened joints i n accordance with the Spec i f i cation . furnished and installed by the erector (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar Occupancy Category Normal ( Category I I) for Structural Joints Using ASTM A325 or A490 Bolts, June 30, 2004, . 05 Section 7.10.3) (CSA/S16-09 Section 29). Roof Dead Load Pretens i on i ng methods, including turn-of-nut, calibrated wrench, Superimposed 3. 80 psf twist off' type tension control bolts or direct tension indicator are N1.) Collateral 5. 00 psf NOT required. Installation Inspection requirements for Snug Tight Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other ( 5, 00 psf Other) Bolts ( Spec i f i cation for Structural Joints Section 9. 1) i s suggested, a) trades, the Metal Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) Roof L i ve Load 30, 00 psf no reduct i on vr\ (Mar 05 Section 3.3) Material properties of steel bar, p late, and sheet used i n the fabr i cat i on p te Snow of built-up structural framing members conform to ASTM A529, ASTM A572, Materials by Others - All interface and compatibility of any materials not furnished by the Ground Snow Load ( Pg) 20. 00 psf ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ks I . o Snow Load Importance Factor ( I) 1. 00 Material properties of hot rolled structural shapes conform to ASTM A992, manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Flat Roof Snow Load ( Pf) 20. 00 psf ( per code) ASTM A529, or ASTM A572 with a minimum specified yield point of' 50 ksi , Unless specific design criteria concerning any interface between materials if furnished as a part of M i n i mum Roof Snow Load ( Pf) . 30, 00 psf ( used i n des i gn) Hot ro l led ang les, other than f Lange braces, conform to ASTM 36 mini mum. o the order documents, the manufacturers assumptions will govern. Snow Exposure Factor ( Ce) 1. 00 Ho 1 low structural shapes conform to ASTM A500 grade B, mini mum y i e l d Thermal Factor ( Ct) 1. 10 point is 42 ksi for round HSS and 46 ksi for rectangular HSS. Modification of the Metal Building from Plans - The Metal Building supplied by the manufacturer has Material properties of co ld-formed light gage steel members conform to been designed according to the Building Code and specifications and the loads shown on this Wind grade 55, with a mini mum yield point of 55 ksi , For Canada, material 7 Basic Wind Speed 120. 00 mph properties conform to CAN/CSA G40. 20/G40, 21 or equivalent. E- o drawing. Modification of the building configuration, such as removing wall panels or braces, from Wind Importance Factor C I) 1, 00 o 1. that shown on these plans could affect the structural integrity of the building. The Metal Building P 4. Wind Exposure Category . , . B Using 5x5 gutter with 4 x 5 downspouts, the roof drainage system o r 0 0 Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to Internal Pressure Coef ( GCp I ) 0. 18/-0. 18 has been designed using the method outlined i n the MBMA Metal _ 5 z o a the building configuration shown on these drawings. The Metal Building Manufacturer will assume no Loads for components not provided by bu i ld i ng manufacturer Bu i l d i ng Systems Manual. Downspout locations have not been 0) Q u, c w o responsibility for any loads applied to the building not indicated on these drawings. Corner Areas ( within 3. 85' of corner) 23. 70 psf pressure -31. 61 psf suet i on located on these drawings. The downspouts are to be p laced on o m o a Other Areas 23. 70 psf pressure -25. 68 psf suction the building sidewalls at a spacing not to exceed 28 feet with as Q u� o m ti o Foundation Design These values are the maximum values required based on a 10 sq ft area, the first downspout from both ends of the gutter run within a Y o 0 0' U The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the Components with larger areas may have lower wind loads, 14 feet of the end. Downspout spacing that does not exceed the ° `�' m o W foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, maxi mum spacing w I l l be i n compliance with the bu I l d I ng code. Q diameter and projection of the anchor rods required to attach the Metal Building System to the Seismic The gutter and downspout system as provided by the manufacturer m = Z to io Seismic Importance Factor ( Ie) 1. 00 is designed to accommodate 6 in/hr rainfall intensity as it V) foundation. It is the responsibility of the end customer to ensure that adequate provisions are o F- X made for specifying rod embedment, bearing values, tie rods and or other associated items Seismic Design Category B corresponds to a 5 year recurrence interval, ,0 >- o Soil Site Class D Stiff Soil UJ embedded in the concrete foundation, as well as foundation design for the loads imposed by the Ss 0. 160 g Sols 0. 171 g Framed openings, walk doors, and open areas shall be located i n I- u z < i Metal Building System, other imposed loads, and the bearing capacity of the soil and other S1 0. 060 g Sdl 0. 096 g the bay and elevation as shown in the erection drawings. The Cl) Q) w o_ ~ conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) Analysis Procedure Equivalent Lateral Force cutting or removal of g i its shown on the erection drawings >- ° r 0 0 Column Line All due to the addition of framed openings, walk doors, or open areas C!) 0, 0 vv) 0 0 Basic Force Resisting System H not shown may void the design certifications supplied by the metal o0 0 Response Modification Coefficient ( R) 3, 00 building manufacturer, 0 it, ` Ci Seismic Response Coefficient ( Cs) 0. 06 _z 43 0 Design Base Shear in kips ( V) 1, 59 The metal building manufacturer has not designed the structure for C] z o 'oo Basic Structural System ( from ASCE 7-05 Table 12. 2-1) snow accumulation loads at the ground level which may impose snow _J a NL.� ov H - Steel System not Specifically Detailed for Seismic Resistance loads on the wall framing provided by the manufacturer, -- E� L. m CL w m0 00 CI- Lu z Lu z W U -� z < Q -441 E( J U -2 < i C 3 U O Scale: NOT TO SCALE Drawn by. DJW 11/21/12 Checked by: KRK 11/21/12 Project Engineer: MJD Job Number: 12-B-88900 Sheet Number: El of 6 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of • record for this project. Dustin Leonidas Cole, P.E. New York P.E. 084779-1 i' o A325 BOLT GRIP TABLE GRIP LENGTH BDL T LENGTH NOTE: / � 4 .1b s r1 4f-' FULL THREAD ENGAGEMENT IS ��". * J t* 0 TO 9/16" 1 1/4" F. T. �� DEEMED TO HAVE BEEN MET * i, �0 Over 9/16" TO 1 1/16" 1 3/4" F. T. !i`% - WHEN THE END OF THE BOLT M'✓f� �� 2 I NMIS FLUSH WITH THE FACE OF lOver 1 5/16"1/16' TO 1 5/162" �- THE NUT. Over 1 TO 1 9/16" 2 1/4" �\� to 084779-N P�1 Over 1 9/16" TO 1 13/16" 2 1/2" \ F p WASHER REQUIRED ONLY WHEN SPECIFIED. FESSION. • Over 1 13/16" TO 2 1/ 2 3 4" GRIP WASHER MAY BE LOCA TED UNDER HEAD 1J21�/12/ OF BOLT, UNDER NUT, OR AT BOTH AT Subdivision 2 of Section 7209 of the Education Law o1e tae of LOCA TIONS OF BOLTS LONGER THAN 2 3/4" New York states that it is a violation of this law for any person / LOCATIONS NOTED ON ERECTION DRAWINGS. unless he is acting under the direction of a licensed Professional NOTED ON ERECTION DRAWINGS Engineer, to alter the contents of this document in any way. If an ADD 5/32" FOR EACH WASHER TO MATERIAL item bearing the seal of an engineer Is altered, the altering F. T. DENOTES FULLY THREADED THICKNESS TO DETERMINE GRIP. "7 (7 , , engineer shall affix to the Item his seal and the notation "altered by" followed by his signature and the date of such alteration, and specific description of the alteration. A— DENOTES: CLIP LOCATION CL493 AT 82" AND 10" PURLINS v CL495 AT 12" PURLINS Dimension shown on sheeting layout is from steel line to of rib/panel Ns seam at the end of the first panel and is NOT the dimension the panel ca ® – DENOTES: CLIP LOCATION should be cut. Refer to the rake/corner details on the "R" drawings for CL204 AT 8i" AND 10" PURLINS the panel overhang past steel line to determine the panel cut dimension. CL504 AT 12" PURLINS 1=1– DENOTES: FLAT WASHERS 0 2 © o Cr. 38'-6 OUT/OUT OF STEEL 4 '- 18'-1 18'-1 1'-2 PANEL TYPE = IBL (ROOF) 1'-9 PANEL OVERHANG = 4i 1'-9 r 1 FROM OUTER STEEL C- , - 1 -C) _ _ . - - - - - - - CL491 – (TYR) EO 0. , CL (i)\��. �� 49 ti CL491 .N �.� I 0 I 4 `. .' I .\ '� . i o ,c0 CI? li , , ....... N\ // .\ `. 41° I I 0 o i''/ ,:S' ii), ? o Yo °L' o I I i' C . _� o r OQ. i . O N d rn st v o Z z i\\ /'• t I I m Q o °° o o co V W '43 IX = ZISZ cc >- o IXCO__I I I –I J Z OW W -w 0_ iLl p W Ool B/ —,, l I L.L. \ W �. CL 0 0 °O ,� I I I– � o O ap ,cF\\\ a z .\ I— �� hN -%V .icy 'DJ �Kv ' N r KV 'D4 ticV r Kv — cv cn ro CL491 CL491u� CL491'"- v I I` i` I` n Z 0 '0 0 C— o y , O ,. I I I I I I i I I I o �. ., o COO -CO -CO Co CO 00 00 -co CO0Co Co 'co I °c_ at° I `� I d- d- d- Ni- d- d- d- bo I 10 m � Q� d- �� �/ W W 0 L o I n`.•,.. t°?, \\. �'� Q E I-- c: \5_ -i I Z CO W I z vi I � '���`�� I I I W c=� Z < O L.\ N OI //moi' ,, \\ \ I e q) 0m -4(c/ ( oJ o, 6xiCF I (0z kI Qj UQ I I v oz4 - 44 #-- I Scale: NOT TO SCALE o I I `•. �.• I o Drawn by. DJW 11/21/12 N .'� NI Checked by: KRK 11/21/12 6�gI CF\\ //N. ���� I I Project Engineer. MJD Job Number: 12–B-88900 t 7 ....\ I N...., ', "'' t I Sheet Number: E2 of 6 I '�\� I The engineer whose seal ears hereon is an I �''�/ \...\ fore the manufacturer for the ee materials described herein. Said 1CL491 CL491® '�� \. . I CL491 I I seal or certification is limited ��– \\ to the products designed and �� .. manufactured by manufacturer \N` 1'-9- 1'-9 not t.The he overall underslengi eerglof project. er is I _ record for this 0 0 – – Dustin Leonidas Cole, P.E. New York P.E. 084779-1 ROOF FRAMING PLAN ROOF SHEETING PLAN 411 i•r—- ,,,_., 0,..,.N.NT,.we.A: ,. SWC to OJ_i,` 67.i Z_SECTION LAP TABLE ,'}.(s�� 4 :i �l in 1 SYMBOL LAP SYMBOL LAP SYMBOL LAP EWB KEY PLAN EWD AO 1'–l" LAP EO 3'-21" LAP <> 4'-7" LAP gbFESSlOA BO 1'-7" LAP Q 3'-7" LAP KO 5'-1" LAP Subdivision 2 of Section 7209 of the Education Law of Th?5t12 of New York states that It is a violation of this law for any person unless he is acting under the direction of a licensed Professional C 2'-1" LAP GO 4'-1" LAP 0 5'-7" LAP Engineer, to alter the contents of this document in any way. If an Item bearing the seal of an engineer is altered, the altering 2'-7" LAP 0 21" LAP engineer shall affix to the Item his seal and the notation altered SWA (H.S.) by" followed by his signature and the date of such alteration, and specific description of the alteration. o — DENOTES: FLAT WASHERS U co I `N .' . "f• .. /' -t . ' N\ �/ N / . / Nr \N /' N / / N / / [ / 't `N /' `N /' I `N /' I `N / C �Y N N /' N N /' •O N / `. /' -~ X N / N \ /' 1 / N N / C) / . /N // \\ / / N\\ `7 r Q I- ,� �/ N\ J L _ / N 0 O /' e\ I— O /'/// '\\\`� w I .' ,<.N = I // 'QC' C co / eR LaJ /' ' `. LiJ /'/ '9C�N � > / N _ // NN W /'/ \N� LJ / N > /' `\ O 1 Q i N IJ O' N /'/ .) N. /' o N •� /' 0 ,/. ;Pqc� 1, o \\.� // CL268— AT ALL EAVE ' \\N` '.// '� CL268— AT ALL EAVE N/ N/ STRUT TO COLUMN , /N STRUT TO COLUMN , NN CONNECTIONS, EXCEPT ,' .N CONNECTIONS, EXCEPT ,' .N AT THE CORNER �I ,' ... N AT THE CORNER I ,' `. N COLUMNS. .' `. COLUMNS. /' `. PO . . . -ti_ wi /' `. /' `. , . / N O '/ \� CL269— AT ALL EAVE 'r / \` - o CL269— AT ALL EAVE , . o4 STRUT TO CORNER . (TYP.) AO O /' `N STRUT TO CORNER . ,' .N 0 0 ° COLUMN CONNECTIONS o ,' `. 0 5 z C COLUMN CONNECTIONS I ,' \� REFER TO DETAILS. I ' ` o i o v, REFER TO DETAILS. N / N a ,,,, C W "" — , - - ► - - - - CO Q p CO a , O Y C u 3'-012'-0 3'-1 a o �" '' 0 �j W - -- - - — cCD 1'-2 _ 18'—1 18'-1 1'-2 1'-2 18'-1 18'-1 1'-2 = z IL. L° X SAG ANGLESI 7 —016 4'-0i56 7'-0-156 7'-0-156 4 i6—O7'-015SAG ANGLES I 7'-0-T56- 4 —016 7'-0156 7'-0156 4'-0-156 7'-0f56- W m Q o_ Q p © ID © 0 u) U z N Lii a_ I— •o wO0 ELEVATION "SWA" ELEVATION "SWC" 4 Cr o o 0 r � o ,o 0 CE . .- -�. U l ti z U D Z O OO —I Q L. oV — a Eo L o LL Cl) 4.\__, L°\-., — — — — — — — — — — — Q U) Liv z I— w = I I I z Q o 6 ( a o m cn EJ ci O) 0 Q R- i- Q (n U Q O� "--N- •-b- V O z Q y- r r I I I Scale: NOT TO SCALE I I I -Po To -in I Drawn by. DJW 11/21/12 Checked by: KRK 11/21/12 Project Engineer: MJD O o 0 0 0 0 0 0 0 0 0 0 o umber: 12—B-88900 I I I I 1 I I I I I I I I I PON- -CO oNpCo I I o 0 0 0 0 0 PON- ""d' 0 I N N N N N N *Co "co N N N I I I I I I o o I Sheet Number: E3 of 6 I I N N N N N N N N N I The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said l seal or certification is limited I I to the products designed and I I manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Dustin Leonidas Cole, P.E. I I New York P.E. 084779-1 I I IPP WALL PANELS IPP WALL PANELS PANEL COVERAGE = 3'-6 PANEL COVERAGE = 3'-6 COLOR = ALMOND COLOR = ALiMOND 11'-9 r1'-9 11'-91 WALL SHEETING ELEVATION "SWA" WALL SHEETING ELEVATION "SWC" ;, J ,Mnf 'f E C TI 0\ LAP TABLE MANUFACTURER HAS SUPPLIED SUFFICIENT VAPOR SEALANT FOR APPLICATION r_ 4iict Z_S TO ONE SIDE OF WALL PANEL LAP JOINT. ACTUAL LOCATION OF THE SIDELAP , VAPOR SEALANT (INTERIOR JOINT OR EXTERIOR JOINT) MUST BE DETERMINED SYMBOL LAP SYMBOL LAP SYMBOL LAP BY THE MECHANICAL ENGINEER AND/OR ARCHITECT OF RECORD. t 064779A 1 O 1'-1" LAP EO 3'-24" LAP 0 4'-7" LAP .__FESSICI BO 1'-7" LAP 3'-7" LAP KO 5'-1" LAP Dimension shown on sheeting layout is from steel Zine to q of rib/panel panelSubdivision 2 of Section 7209 of the Education Law o e to a of seam at the end of the firstpanel and is NOT the dimension the New York states that it is a violation of this law for any person unless he is acting under the direction of a licensed Professional CO 2'-1" LAP GO 4'-1" LAP O 5'-7" LAP should be cut. Refer to the rake/corner details on the "R" drawings for Engineer, to alter the contents of this document in any way. If an the panel overhang past steel line to determine the panel cut dimension. item bearing the seal of an engineer is altered, the altering engineer shall affix to the Item his seal and the notation altered O 2'-7" LAP O 2 " LAP by" followed by his signature and the date of such alteration, and specific description of the alteration. 12 v 12 I2 4I 1 1. I .4- 1 -------T-7---"---rk- I N r - - _ 1 r - - 1 11 c 4t ,c) .a r t r U Q) c) I- H I _ 0 CD 0 O 2 I w w I = 0 o 2 1 co W _ > > I Q w > w r 1 0 0l r . 1 w I 0 Co � o I N I ID 10 N N O o w 1 p 10 Ir) 0 c ,o r 1 r 1 n) ct CL205- CONNECTS EACH ENDWALL GIRT I "- TO THE COLUMN WEB. REFER TO DETAILS. F Y E O r 1 CL207- FASTENS r , 1 oQ. BETWEEN THE GIRTS ON o o >- 0 0 d 0 EACH SIDE OF THE I - N o o ENDWALL COLUMNS, AT x < o w ALL GIRT ELEVATIONS. m o tO "� m i �. REFER TO DETAILS. ONE FB4 ® 7'-4 LEFT Y o c '" ONE FB4 © 7'-4 LEFTa: o �i o 0 W ONE FB4 © 13'-4 LEFT CL237 CONNECTS ONE FB4 © 13'-4 LEFT m ONE FB4 © 19'-4 LEFT EACH ENDWALL GIRT ONE FB4 © 19'-4 LEFT Q >- 24'-0 24'-0 TO THE SIDEWALL GIRT, 24'-O 24'-O CO n, z o 0 - UNLESS NOTED OTHERWISE. o I- X SAG ANGLES 7'-6 _ 4'-6 - 4'-6 7'-6 7'-6 4'-6 4'-6 7'-6 REFER TO DETAILS. I I- ' I I ' I W ? d z o SAG ANGLES 7 —6 4'-6 4 —6 7 —6 7 —6 4 —6 4 —6 7'--6 0 J II- I I F— o zQ = CO B A A B N wwl- owJ i a O O ELEVATION "EWB" ELEVATION "EWD" 0 Cr) o U 0 0 0 a :*6-- �:. a az _ (-) � U ---Z O O O _ Q .N(-) v d L L L a© i o - -_ - I I w v I I I zQ 0 (n m lc O J U 2) c) azQ o` o I I Scale: NOT TO SCALE I I I Drawn by. DJW 11/21/12 Checked by: KRK 11/21/12 Project Engineer: MJD _ r.,c,, � .-- Int�t N N N— ,--,N , _ Job Number: 12—B-88900 rrn�t `� �� a7 0 Q N t` a) II I I ( I I I O I() I N 0 0 O '-tit tcv rrn� `� `� i I I 1 I I i� N °a N I I -co 03 N -- . i- I 1 I I N I r`' I Sheet Number: E4 of 6 CO O -co O N N N N N N N N N N N N N N N N N O c0 N N N N N N N N The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said I I seal or certification is limited I I I to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. I Dustin Leonidas Cole, P.E. II New York P.E. 084779-1 I I IPP WALL PANELSIPP WALL PANELS , [ 3'-0 13'-6 PANEL COVERAGE = F 3'-0 .] L. 3 -0 PANEL COVERAGE = 3'-6 1 3'-0 1 F COLOR = ALMOND COLOR = ALMOND PANEL PKG. REQ'D. = 125-1 PANEL PKG. REQ'D. = l2S-2 WALL SHEETING ELEVATION "EWB" WALL SHEETING ELEVATION "EWD" MANUFACTURER HAS SUPPLIED SUFFICIENT VAPOR SEALANT FOR APPLICATION r ! CI °C TO ONE SIDE OF WALL PANEL LAP JOINT. ACTUAL LOCATION OF THE SIDELAP c� L'40 ' VAPOR SEALANT (INTERIOR JOINT OR EXTERIOR JOINT) MUST BE DETERMINEDc�i BY THE MECHANICAL ENGINEER AND/OR ARCHITECT OF RECORD. �io,� "� P�,0 ..- FESSI 1I e st1 Dimension shown on sheeting layout is from steel line to of rib/panel Subdivision 2 of Section 7209 of the Education Law o e to a of Newseam at the end of the first panel and is NOT the dimension thepanel unless York states that dit is thea violation of this law for Parofessional personio unless he is acting under direction of a licensed Professional should be cut. Refer to the rake/corner details on the "R" drawings for Engineer, to olter the contents of this document in any way. If an the panel overhangpast steel line to determine thepanel cut dimension. item bearinghthe sealttheof Itemn engineersis altered,ndthe alteringtio engineer shall affix to his seal and the notation 'altered by" followed by his signature and the date of such alteration, and specific description of the alteration. 10 )Y/PROJECTS\XDS—V42-20120911 FRAME = active/ENG/12—B-88900/ver01—mjdotta/Bldg—A/Drftg/x02L 11/12/12 10: 19:03 GENERAL NOTES �c )Y/PROJECTS\XDS—V42-20120911 FB SET = Eng/12—B-88900/ver01—mjdotta/Bldg—A/DRFTG/x02L FRAME CLEARANCES SHOWN ARE APPROXIMATE AND v MAY VARY DUE TO CONDITIONS (DEFLECTION). N, VERTICAL CLEARANCE DIMENSIONS ARE FROM m FINISHED FLOOR REFERENCE ELEVATION. 12 iI 4'-0i c 5-0 0 5'-04 5-04 .a 5'-04 5 —0 0 5-0 5'-04 to 3'-11 4 5'-0 o op i► —' y —' V I h. Va) y O caI IN A Q 0 F 1 :in a 1'—48 A 43'-8 1'-5 - I I NE 0 �t o N 4-. 0 O o o Tii U N Z c O .• ,0 v) W w rn X M Po .0 IY U C .. O CO L 0 1 O J o U D' U o Yo Z-I• OV L CO 'rki IY U) = Z opo X LLI -,., a_ Q O O O I I U) � W � ~ 0 W 0 co O V ' a, U ) -0 'C W0 a U z z I-- 2 U = W Z " 4L. U I LU a 0000 C i.'.(') >V LU > ( tomo 1 OI D ¢ 0 0 qt° W I 00I Ca CO , Q , N o o L O N �_ Q.�, �. O Q E N I F— CC N U) LLI z zv; 0 0 W v I I Z < Ci ID 10 �Q ( E J U< o, a P .c U O L. Ci o z O Scale: NOT TO SCALE r ( 1 Drawn by. DJW 11/21/12 Checked by: KRK 11/21/12 Project Engineer: MJD Job Number: 12—B-88900 I I •cr- Sheet Number: E5 of 6 The engineer whose seal • appears hereon is an employee for the manufacturer for the f materials described herein. Said , seal or certification is limited to the products designed and a O manufactured by manufacturer I I only.The undersigned engineer is To not the overall engineer of AkirsIN. FL. record for this project. LEV. Dustin Leonidas Cole, P.E. 84 -kt. 8 New York P.E. 084779-1 I 0 8i 48'-0 OUT/OUT OF STEEL ligor" ,Ato:,;$. O A 6 ; ,._ ,rmik .1 CROSS SECTION AT FRAME LINE "1 "& "3" `'t'`-l"' A .,: i do 084770 Pie FESiSI1 �,/ Subdivision 2 of Section 7209 of the Education Law of -1?Stat of SPLICE BOLT TABLE NewnlsYork e sttes that it is a violation of this law for any person unless he Is acting under the direction of a licensed Professional Engineer, to alter the contents of this document in any way. If an HARDENED BEVELED item bearing the seal of an engineer is altered, the altering )NN. QTY. SIZE TYPE WASHERS WASHERS engineer shall affix to the Item his seal and the notation altered A (8) 4 X 2" A325 B&N 0 0 by" followed by his signature and the date of such alteration, and specific description of the alteration. Y/PROJECTS\XDS—V42-20120911 FRAME = active/ENG/12-8-88900/ver01—m jdotta/Bldg—A/Drftg/x01 L 11/12/12 10: 18: 59 GENERAL NOTES Y/PROJECTS\XDS—V42-20120911 FB SET = Eng/12—B-88900/ver01—mjdotta/Bldg—A/DRFTG/x01 L FRAME CLEARANCES SHOWN ARE APPROXIMATE AND U MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM m� FINISHED FLOOR REFERENCE ELEVATION. 12 fI 4'-0i c 5'-0 5 —Ois o 5 —0 a 5'-0 5 —Oi � 5-01.16 Co S-114 5'-0 5'-0a, co —, I I'\ a? NJ '11 IIIIIIIIIIIII o 1 CV o A _ .___J .� ct rn d- 1'-104 A 43'-0i 1'-7i d- I 1 I r` o d d o 1 o >1 Q U t- E Z_ O cn C Lu ( J O O C9 = co "" CO L O o 0 0_ U 0_ O v J O . CO cki Q >-- LJ L L J = Z 1-LI LL.. Z O > S x w a_ ZQ O w Q — O O u) (i) USD 0 � LL oUto co cn I—= X00 0 0 a.I— CD U w zoo L _> — , w I Qa Z 0 00 w __J a` `C) o C) Q ( —] o-co D .0�o 4l° O I N U 1346 L O o rxv N \....., 4\z, N `t 0_ Lu Z N O o W U 4- I 1Z Q o ® . m0 m - v ) el E -:-Ti- o 2, O Q i= •, U O L. (...) oz O Scale: NOT TO SCALE ( 1 Drawn by. DJW 11/21/12 Checked by.. KRK 11/21/12 Project Engineer: MJD d- Job Number: 12—B-88900 `r Sheet Number: E6 of 6 The engineer whose seal appears hereon is an employee 1 S for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and O o manufactured by manufacturer I I only.The undersigned engineer is N) not the overall engineer of A+I, IN. FL. record for this project. W LEV. \ v Dustin Leonidas Cole, P.E. 84 8i New York P.E. 084779-1 8i 82 48'-0 OUT/OUT OF STEEL ,• 1" . p A ..r * ' J *. CROSS SECTION AT FRAME LINE "2" = ` t,,t, 084719A / ssl�' Subdivision 2 of Section 7209 of the Education Law of U?1/13 of SPLICE BOLT TABLE New York states that it is a violation of this law for any person unless he is acting under the direction of a licensed Professional Engineer, to alter the contents of this document in any way. If an NN. QTY. SIZE TYPE HARDENED BEVELED item bearing the seal of an engineer is altered, the altering WASHERS WASHERS engineer shall affix to the item his seal and the notation altered by" followed by his signature and the date of such alteration, and A (8) 4 X 2 A325 B&N 0 0 specific description of the alteration. Anchor Rod DrawingsL� 82 - , 9" �N 82 1'-0 o Z - 3" 4" o Z 3" 4" V 1) This drawing is for anchor rod placement only and is not foundation design. I-o I-o 2) Foundation must be square and level with all anchor rods true in size, location, o0 0 and projection. I - I m 3) Projection shown must be held to keep threads clear of finished concrete. I - , © I k4) This structural design data includes magnitude and location of design loads and - N N suppose conditions, material properties, and type and size of major structural co NT °O N members necessary to show compliance with the Order Documents at the time of 0 0 this issue. Any change to building loads or dimensions may change structural member sizes and locations shown. This structural design data will be superseded and voided by any future mailing. I I 5) Anchor rod size is determined by shear and tension at the bottom of the base I 0'-111 I 0'-112 plate. The length of the anchor rod and method of load transfer to the foundation 2 are to be determined by the foundation engineer, and are not provided by the w w 1 w W 1 c manufacturer. k J . . z o 6) Anchor rods are ASTM F1554 Gr. 36 material unless noted otherwise. = = �. ,- to = •Q- V o Q) O FINISH FLOOR AT ELEVATION 100'-0 TYPICAL SECTION TYPICAL SECTION o n ID I (A) 43"0 ANCHOR RODS 4 38'-6 OUT/OUT OF STEEL "� ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 1'-2 18'-1 18'-1 1'-2 - - - 1,-02 2'-10 12'-6 2'-9 o Z 3" 4" f oo �� 6 0 X BRACE N �`i`� 0 E0 .s,„) — 0'-112 N MP= iz • •• • •• ll 0 • • • • • • M l © A 10 © I I o I E 3" Y L o J 0 >r 0 U' i- 3 a Z 15 = � - I ,0 sn o e r) , e e x < `rD O W U iniv= O oo o CO '.,� m L • Q In O - a O EL co 0 Q J W I I I CO c EL Q >- L. L. E LZ Li..TYPICAL SECTION Cl) 0 I 0 " o X 40 ANCHOR RODS W -6., 12_ z oO F— o z - i N N WQ) w i1 (- BASE OF STEEL AT ELEV. 100'-0 >- L ct 0 0 I I I4 0C.) W 8 a .0 0 ,IN, Ur E ci V U o 2" 22 z O (-) a 56 - . • V .a 046' r1 C C I I I - OO 0 a` `C' OV 1 L L L J J D O 0 O QO w 3" w r7 Li u..1m 'E Q I I I SLOPE vWi 4� �°�, 0 LJ_0 o Q E c >- I- a U) Li z 0 I I I \ - 92 -- LL = ~ © 0 I- 2" 22 5" z Q 0 p CO I 0 —Co __I- - - r- `II<1( Z.: 0 1-1-1 (f) E J o -coI I I o0 N J a a-N- Z i j 3 -4- e = �� Z Q U Q L. Ci 0 Z M c Scale: NOT TO SCALE 3" I I I Drawn by, H GS 11/16/12 TYPICAL SECTION Checked by: KRK 11/16/12 I I I (D) 2"0 ANCHOR RODS Project Engineer: MJD Job Number: 12-B-88900 BASE OF STEEL AT ELEV. 100'-0 Sheet Number: Fl of 2 I I I The engineer whose seal 0 o appears hereon is an employee 1 I for the manufacturer for the N I I I N materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is I I I not the overall engineer of record for this project. Dustin Leonidas Cole, P.E. I I I New York P.E. 084779-1 SWC DRST1 B ENST1A •I•® • •® Oil• • • f • • EWB KEY PLAN EWD O'-112 a 0 X BRACE -. aki , i elki, . SWA (H.S.) ....�" 0� 7C Q ! II. 7[ Ii 145 r_ •A =1 ANCHOR BOLTS TO BE DESIGNED tp 084779-‘ P�� BY FOUNDATION ENGINEER USING ANCHOR ROD SETTING PLANSst DIAMETERS SHOWN IN THIS TABLE. - -- --i- - Subdivision 2 of Section 7209 of the Education Law of 7O c103 of ANCHOR ROD DESCRIPTION QUANTITY ACCESSORY SCHEDULE New York states that it is a violation of this law for any person unless he is acting under the direction of a licensed Professional 1 "0MARK DESCRIPTION DETAIL QUAN. Engineer, to alter the contents of this document in any way. If an 2DIAMETER X 4 Item bearing the seal of an engineer is altered, the altering "0 engineer shall affix to the Item his seal and the notation "altered DIAMETER X 32 A 12,-0 X 12'-0 FRAMED OPENINGS DO 1 by followed by his signature and the date of such alteration, and specific description of the alteration. • 0 FRAME ID #02 USER NAME:mjdotta DATE: PAGE: 2-2 FRAME ID #01 USER NAME:mjdotta DATE: PAGE: 1-2 FRAME DESCRIPTION: USER NAME:mjdotta DATE: PAGE: EW-1 V ssb 48./26./10.208 30./120. JOB NAME:88900A FILE:frames_1_3.fra ssb 48./26./22.604 30./120. JOB NAME:88900A FILE:frame_2.fra Endwall EWB JOB NAME:88900A F1LE:REW3BLDG1 SUPPORT REACTIONS FOR EACH LOAD GROUP SUPPORT REACTIONS FOR EACH LOAD GROUP PATH: R:\Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run01\ *LOCATION: Gridiines• 1 3 *LOCATION: Gridlines: 2 SUPPORT REACTIONS FOR EACH LOAD GROUP NOTES:0) All reactions are in kips and kip-ft. TIME: NOTES:(1 All reactions are in kips and kip-ft. TIME: NOTE: All reactions are in kips and kip-ft. TIME: CO (23 The seismic overstrength factor (Omega) is not included in the "RBDWEQ" and "RBUPEQ" Load Group reactions. (2) The seismic overstrength factor (Omega) is not included in the "RBDWEQ" and "RBUPEQ" Load Group reactions. Seismic "BASE-ONLY combination reactions include an overstrength factor of: 2.500 Seismic BASE-ONLY' combination reactions include an overstrength factor of: 2.500 REACTION NOTATIONS REACTION NOTATIONS REACTION NOTATIONS 7- 7 'V -7 \,°' N.- \- \.• \1 HL --t, r HR HL - f f HR / o I I VL VR VL1 V1 VR • p, L I I u *IC *IA *-C *-A 1-B to 4 LOAD GROUP REACTION TABLE * = 1 3 LOAD GROUP REACTION TABLE * = 2 LOAD GROUP REACTION TABLE COLUMN 5-C *-A COLUMN s-C 5-A COLUMN 1-B LOAD GROUP HL VL LNL HR VR LNR LOAD GROUP HL VL LNL HR VR LNR LOAD GROUP H1 V1 L1 DL 0.3 2.1 0.0 -0.3 1.7 0.0 DL 0.5 3.1 0.0 -0.5 3.1 0.0 D 0. 0.5 0. COLL 0.2 1.2 0.0 -0.2 1.2 0.0 COLL 0.5 2.7 0.0 -0.5 2.7 0.0 W+ 0. 0. 5.6 SNOW 1.5 7.4 0.0 -1.5 7.3 0.0 SNOW 2.8 16.3 0.0 -2.8 16.3 0.0 W- 0. 0. -6.2 LL 1.5 7.4 0.0 -1.5 7.3 0.0 LL 2.8 16.3 0.0 -2.8 16.3 0.0 RBDWEQ 0.0 0.9 0.0 0.0 1.0 0.0 RBDWEQ 0.0 0.9 0.0 0.0 1.0 0.0 EQ -0.3 -0.2 0.0 -0.2 0.2 0.0 EQ -0.4 -0.4 0.0 -0.3 0.4 0.0 LOAD GROUP DESCRIPTION RBUPEQ 0.0 -0.9 -0.7 0.0 -1.0 -0.7 RBUPEQ 0.0 -0.9 -0.7 0.0 -1.0 -0.7 D DEAD LOAD WL1 -4.1 -7.7 0.0 -1.8 -2.9 0.0 WL1 -5.4 -11.9 0.0 -3.3 -5.0 0.0 W+ WIND LOAD AS AN INWARD ACTING PRESSURE co WL2 -4.6 -5.7 0.0 -1.3 -0.9 0.0 WL2 -6.6 -7.6 0.0 -2.1 -0.8 0.0 W- WIND LOAD AS AN OUTWARD ACTING SUCTION Z3 WL3 2.9 -2.4 0.0 3.8 -8.1 0.0 - WL3 4.5 -4.4 0.0 5.3 -12.5 0.0 4 WL4 2.3 -0.5 0.0 4.3 -6.2 0.0 WL4 3.3 -0.1 0.0 6.5 -8.2 0.0 LWL1 0.8 -5.2 -1.8 -0.6 -4.8 0.0 LWL1 1.7 -11.6 0.0 -1.4 -10.6 0.0 RBUPLW 0.0 -7.6 -5.6 0.0 -8.4 -5.8 RBUPLW 0.0 -7.6 -5.6 0.0 -8.5 -5.8 C O LWL2 0.7 -4.7 -1.8 -0.6 -5.4 0.0 LWL2 1.7 -10.3 0.0 -1.4 -11.9 0.0 •._ LWL3 1.0 -3.2 1.8 -1.0 -2.9 0.0 LWL3 2.2 -7.2 0.0 -2.3 -6.5 0.0 LWL4 1.0 -3.0 1.8 -1.0 -3.2 0.0 - LWL4 2_.2 -6.6 0.0 -2.3 -7.1 0.0 t D; P2K1 0.3 1.0 0.0 -0.3 1.0 0.0 P2K1 0.3 1.0 0.0 -0.3 1.0 0.0 RBDWLW 0.0 7.6 0.0 0.0 8.4 0.0 RBDWLW 0.0 7.6 0.0 0.0 8.5 0.0 s n GRO LOAD GROUP DESCRIPTION LOAD UP DESCRIPTIONill E O DL Roof Dead Load r. 0 DL Roof Dead Load o a CO COLL : Roof Collateral COLL Roof Collateral Load a� SNOW Roof Snow Load Load a co C W .0 SNOW Roof Snow Load I - Z LL Roof Live Load LL Roof Live Load tr RBDWEQ Downward Acting Rod Brace Load from Long. Seismic RBDWEQ Downward Acting Rod Brace Load from Long. Seismic m oz ca o m L L EQ Lateral Seismic Load [parallel to plane of frame] EQ Lateral Seismic Load [parallel to plane of frame] ¢ O v O RBUPEQ Upward Acting Rod Brace Load from Longit. Seismic RBUPEQ Upward Acting Rod Brace Load from Longit. Seismic o o o U 0_ U a o � J 0 WL1 Lateral Primary Wind Load WL1 Lateral Primary Wind Load tr WL2 Lateral Primary Wind Load WL2 Lateral Primary Wind Load a z Lp ip N = WL3 Lateral Primary Wind Load WL3 Lateral Primary Wind Load U) WL4 Lateral Primary Wind Load WL4 : Lateral Primary Wind :nod w C Z c X LWL1 Longitudinal Primary Wind Load LWL1 Longitudinal Primary Wind Load RBUPLW Upward Acting Rod Brace Load from Longitud. Wind RBUPLW Upward Acting Rod Brace Load from Longitud. Wind I- "" IZ Q O LWL2 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load I- c W n- 1 LWL3 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load U) O~ Ll a_ ---.. _ LWL4 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load L G✓ 0 0 COU P2K1 2000# Point Load P2K1 2000# Point Load C n o a o_ o RBDWLW : Downward Acting Rod Brace Load from Longit. Wind RBDWLW : Downward Acting Rod Brace Load from Longit. Wind V Z z 0 l L U 11 v) FRAME DESCRIPTION: USER NAME:mjdotta DATE: PAGE: EW-2 NOTES i J a Z O O O LVV 0 Endwall EWD JOB NAME:88900A FILE:REW4BLDG1 O L L L PATH: R:\Jobs\Active\ENG\12-B-88900\ver01-mjdotta\Bldg-A\run01\ 1) THE REACTIONS PROVIDED ARE EiASEO ON THE ORDER DOCUMENTS AT : • �o Qt° SUPPORT REACTIONS FOR EACH LOAD GROUP THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS m .E [SUPPORT All reactions are in kips and kip-ft. TIME: MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND LUN VOIDED BY ANY FUTURE MAILING. - m o L o REACTION NOTAIIINS 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING Q EE LAYOUT (UNLESS NOTED OTHERWrE). F- cr- a)A REACTION TABLE IS PROVIDED WITH THE REACTIONS FOR EACH U) w z LOAD GROUP. z - if; b) RIGID FRAMES (1)GABLED BUILDINGS z < o U z (a) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE . LEFT SIDE OF THE BUILDING, AS SHOWN ON THE ANCHOR ROD ® icii 2 m \... DRAWING, FROM THE OUTSIDE OF THE BUILDING. E Q o 2 V (b) INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE. C..) 0Z � O (2)SINGLE SLOPE BUILDINGS Z < U< O VL V1 VR (a) LEFT COLUMN IS THE LOW SIDE COLUMN. (b) RIGHT COLUMN IS THE HIGH SIDE COLUMN. Scale: NOT TO SCALE 3-8 (c) INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE. c) ENDWALLS Drawn by. HGS 11/16/12 (1)LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE LOAD GROUP REACTION TABLE WALL FROM THE OUTSIDE. Checked by: KRK 11/16/12 COLUMN 3-B (2)INTERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. Project Engineer: MJD d) ANCHOR ROD SIZE IS DETERMINED BY SHEAR AND TENSION AT THE LOAD GROUP H1 V1 L1 BOTTOM OF THE BASE PLATE. THE LENGTH OF THE ANCHOR ROD Job Number: 12-B-88900 D 0. 0.5 0. AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE TO BE W+ 0. 0. 5.6 DETERMINED BY THE FOUNDATION ENGINEER. W- 0. 0. -6.2 e) ANCHOR RODS ARE ASTM F1554 Gr. 36 MATERIAL UNLESS NOTED Sheet Number: F2 of 2 OTHERWISE ON THE ANCHOR ROD LAYOUT DRAWING. f) X-BRACING The engineer whose seal LOAD GROUP DESCRIPTION (1)ROD BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN IN THE REACTION TABLES. appears hereon is an employee D DEAD LOAD (2)FOR IBC AND UBC BASED BUILDING CODES, WHEN X-BRACING IS for the manufacturer for the W+ WIND LOAD AS AN INWARD ACTING PRESSURE PRESENT IN THE SIDEWALL, INDIVIDUAL LONGITUDINAL SEISMIC materials described herein. Said W- WIND LOAD AS AN OUTWARD ACTING SUCTION LOADS (RBUPEQ AND RBDWEQ) DO NOT INCLUDE THE AMPLIFICATION seal or certification is limited FACTOR, 0o. (3)FOR CANADA BUILDING CODE (NBC), WHEN X-BRACING IS PRESENT to the products designed and IN THE SIDEWALL OR ENDWALL, INDIVIDUAL LONGITUDINAL SEISMIC manufactured by manufacturer LOADS (RBUPEQ & RBDWEQ) ARE MULTIPLIED BY FORCE REDUCTION only.The undersigned engineer is FACTOR, Rd, WHEN SPECIFIED SHORT-PERIOD SPECTRAL not the overall engineer of ACCELERATION RATIO IEFaSa(0.2) IS GREATER THAN 0.45. record for this project. 3) REACTIONS ARE PROVIDED AS UN-FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN Dustin Leonidas Cole, P.E. ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO New York P.E. 084779-1 DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DRST1B ENST1A DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN. 7 -y" ,..1010,"5 ÷, , dalrirr ' `* � ifj 0 l ` O ,,,,fy c ....4 '4,-. .0 ,., „...-. , t,„, 08,779 A .. ' pESS10N. Subdivision 2 of Section 7209 of the Education Law of Th1 1/e eta e of New York states that it is a violation of this law for any person unless he is acting under the direction of a licensed Professional Engineer, to alter the contents of this document in any way. If an item bearing the seal of an engineer Is altered, the altering engineer shall affix to the item his seal and the notation "altered by" followed by his signature and the date of such alteration, and specific description of the alteration.